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CITY OF IOWA CITY
DEPARTMENT OF PUBLIC WORKS
ENGINEERING DIVISION
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PLANS, SPECIFICATIONS, PROPOSAL AND CONTRACT
FOR THE
ROBERT A. LEE RECREATION CENTER IMPROVEMENTS -
EAST ENTRY REMODELING PROJECT
IOWA CITY, IOWA
May 1, 2012
SPECIFICATIONS
TABLE OF CONTENTS
TITLE SHEET
TABLE OF CONTENTS
NOTICE OF PUBLIC HEARING .................
NOTICE TO BIDDERS . ...............................
NOTE TO BIDDERS .... ...............................
INSTRUCTION TO BIDDERS .....................
FORM OF PROPOSAL ...............................
BIDBOND .................... ...............................
Page Number
............... NP -1
..............I NTB -1
..... I ...... I ............... NB -1
...................1........ I8 -1
FORMOF AGREEMENT ..................................................... ...............................
FP -1
BB -1
AG -1
PERFORMANCE AND PAYMENT BOND ............................... ............................... PB -1
CONTRACT COMPLIANCE
(ANTI - DISCRIMINATION REQUIREMENTS) .................... ............................... CC -1 (thru pg.7)
GENERAL CONDITIONS ......................................................... ............................... GC -1
SUPPLEMENTARY CONDITIONS .......................................... ............................... SC -1
RESTRICTION ON NON - RESIDENT BIDDING ON NON - FEDERAL -AID
PROJECTS......................................................................... ............................... R -1
ATTACHMENT: FORMAL PROJECT FORM OF PROPOSAL [TO SUBMIT]
ATTACHMENT: PLANS
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NOTICE OF PUBLIC HEARING
NOTICE OF PUBLIC HEARING ON PLANS, SPECIFICATIONS, FORM OF CONTRACT AND
ESTIMATED COST FOR ROBERT A. LEE RECREATION CENTER IMPROVEMENTS — EAST ENTRY
REMODELING PROJECT IN THE CITY OF IOWA CITY, IOWA
TO ALL TAXPAYERS OF THE CITY OF IOWA CITY, IOWA, AND TO OTHER INTERESTED PERSONS:
Public notice is hereby given that the City Council of the City of Iowa City, Iowa, will conduct a public
hearing on plans, specifications, form of contract and estimated cost for the construction of the Robert A.
Lee Recreation Center Improvements — East Entry Remodeling Project in said City at 7:00 p.m. on the
15th day of May, 2012, said meeting to be held in the Emma J. Harvat Hall in City Hall in said City, or if
said meeting is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk.
Said plans, specifications, form of contract and estimated cost are now on file in the office of the City
Clerk in City Hall in Iowa City, Iowa, and may be inspected by any interested persons.
Any interested persons may appear at said meeting of the City Council for the purpose of making
objections to and comments concerning said plans, specifications, contract or the cost of making said
improvement.
This notice is given by order of the City Council of the City of Iowa City, Iowa and as provided by law.
MARIAN K. KARR, CITY CLERK
Pwenglnph /rectr improve - eastside.doc
4/12
NP -1
NOTICE TO BIDDERS
NOTICE TO BIDDERS
ROBERT A. LEE RECREATION CENTER IMPROVEMENTS — EAST ENTRY REMODELING PROJECT
Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 2:30 P.M. on the 14"
day of June, 2012. Sealed proposals will be opened immediately thereafter by the City Engineer or designee.
Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals
received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City
Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the W' day of June, 2012, or at a
special meeting called for that purpose.
The Project will involve the following:
There will be a pre -bid meeting on Thursday, May 31, 2012 at 10:30 a.m. in Meeting Room B in the
Robert A. Lee Recreation Center, located at 220 S. Gilbert Street, Iowa City.
This project modifies and updates the east entry of the Robert A. Lee Recreation Center. This includes
replacing the ramp, railing, and relocating the stairs, as well as extending the dock area. The existing
structural slab is updated with the addition of concrete pavers, a light pole, and benches. Existing canopy
lighting will be replaced and repopulated. The patio is extended by the addition of a lower patio to include
light poles and concrete planters. ADA parking is relocated and improved. The existing driving path
adjacent to the entry will become one directional to facilitate safety. Additional parking stripes and a curb
will implement this update. The contractor will be responsible for all associated mechanical, structural and
electrical work.
All work is to be done in strict compliance with the plans and specifications prepared by Shive - Hattery, Inc.
of Iowa City, Iowa, which have heretofore been approved by the City Council, and are on file for public exami-
nation in the Office of the City Clerk.
Each proposal shall be completed on a form furnished by the City and must be accompanied in a sealed
envelope, separate from the one containing the proposal, by a bid bond executed by a corporation
authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be
made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of
Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the
City Council's award of the contract and post bond satisfactory to the City ensuring the faithful performance of
the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the
other contract documents. Bid bonds of the lowest two or more bidders may be retained for a period of not to
exceed fifteen (15) calendar days following award of the contract, or until rejection is made. Other bid bonds
will be returned after the canvass and tabulation of bids is completed and reported to the City Council.
The successful bidder will be required to furnish a bond in an amount equal to one hundred percent (100°/x)
of the contract price, said bond to be issued by a responsible surety approved by the City, and shall
guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from
all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall
also guarantee the maintenance of the improvement for a period of one (1) year(s) from and after its com-
pletion and formal acceptance by the City Council.
The following limitations shall apply to this Project:
Specified Start Date: August 13, 2012; completion date: November 16, 2012
Liquidated Damages: $200 per day
The plans, specifications and proposed contract documents may be examined at the office of the City Clerk.
Copies of said plans and specifications and form of proposal blanks may be secured at the Office of Iowa
City Reprographics, 114 S. Dubuque St., Iowa City, IA 52240, (319)338 -7872, by bona fide bidders.
A $20.00 refundable fee is required for each set of plans and specifications provided to bidders or other
interested persons. A $25.00 nonrefundable shipping and handling charge for plans sent through postal mail.
The fee shall be in the form of a check, made payable to Iowa City Reprographics.
Prospective bidders are advised that the City of Iowa City desires to employ minority; contractors and
subcontractors on City projects. A listing of minority contractors can be obtained from the l9wa Department pf ii
Economic Development at (515) 242 -4721 and the Iowa Department of Transportation Contracts Office at�
(515) 239 -1422. r
NTB -1
Bidders shall list on the Form of Proposal the names of persons, firms, companies or other parties with
whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract
amount(s).
The Contractor awarded the contract shall submit a list on the Form of Agreement of the proposed
subcontractors, together with quantities, unit prices and extended dollar amounts.
By virtue of statutory authority, preference must be given to products and provisions grown and coal
produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa
Statutes. The Iowa reciprocal resident bidder preference law applies to this Project.
The City reserves the right to reject any or all proposals, and also reserves the right to waive technicalities
and irregularities.
Published upon order of the City Council of Iowa City, Iowa.
MARIAN K. KARR, CITY CLERK I've iinnolicetobidders/rear improve - easlstle.doc
NTB -2
2.
3.
NOTE TO BIDDERS
The successful bidder and all subcontractors are required to submit at least 4 days prior to
award three references involving similar projects, including at least one municipal
reference. Award of the bid or use of specific subcontractors may be denied if sufficient
favorable references are not verified or may be denied based on past experience on
projects with the City of Iowa City.
References shall be addressed to the City Engineer and include the name, address and
phone number of the contact person, for City verification.
Bid submittals are:
Envelope 1:
Envelope 2:
Bid Bond
Form of Proposal
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INSTRUCTIONS TO BIDDERS
ARTICLE 1 - DEFINITIONS
1.1 Bidding documents include the bidding requirements and the contract documents. The
bidding requirements include the Advertisement or Invitation to bid, Instructions to Bidders,
the Bid Form, other sample bidding and contract forms, and the Contract Forms including
addenda issued prior to receipt of bids.
1.2 The contract documents for the work consist of the Owner /Contractor Agreement, the
Conditions of the Contract (General and Supplementary Conditions), the Drawings, the
Specifications and all addenda issued prior to and all modifications issued after execution
of the Contract.
1.3 Definitions set forth in AIA document A201, "General Conditions of the Contract for
Construction ", 2007 edition, or in other Contract Documents are applicable to the bidding
documents.
A. Addenda are written or graphic instruments issued by the Architect prior to
execution of the Contract which modify or interpret the Bidding Documents by
addition, deflection, clarifications or correction.
B. A bid is a complete and properly signed proposal to do the work or designated
portion thereof for the sums stipulated therein, submitted in accordance with the
bidding documents.
C. The base bid is the sum stated in the bid for which the Bidder offers to perform
the work described in the bidding documents as the Base, to which work may be
added, or from which work may be deducted for sums stated in alternate bids.
D. An alternate bid (or Alternate) is an amount stated in the bid to be added to or
deducted from the amount of the base bid if the corresponding change in the
work, as described in bidding documents, is accepted.
A unit price is an amount stated in the bid as a price per unit of measurement for
materials or services as described in the bidding documents or in the contract
documents.
F. A bidder is a person or entity who submits a bid.
G. A sub - bidder is a person or entity who submits a bid to a bidder for materials,
equipment or labor for a portion of the work.
ARTICLE 2 — BIDDER'S REPRESENTATIONS
2.1 The bidder by making a bid represents that the bidder has read and understands the
bidding documents, and the bid is made in accordance with those documents.
I,
2.2 The Bidder has read and understands the bidding documents or contract docuinent5-to
the extent that such documentation relates to the work for which the bid is submked. .
IB -1
2.3 The bidder has visited the site, has become familiar with local conditions under which the
work is to be performed, and has correlated the bidder's personal observations with the
requirements of the contract documents.
2.4 The bid is based upon the materials, equipment and systems required by the bidding
documents without exception.
ARTICLE 3 — BIDDING DOCUMENTS
3.1 Copies
A. Complete sets of the bidding documents may be obtained from the office of Iowa
City Reprographics, 114 S. Dubuque, Iowa City, IA 52240, (319)338.7872.
for the deposit sum as indicated. The deposit will be refunded to plan holders who
return the bidding documents in good condition within 14 days after receipt of bids.
A bidder receiving a contract award may retain the bidding documents, and his
deposit will be refunded. Successful sub - bidders, including material suppliers, may
retain their bidding documents, and their deposit will be refunded if the Architect
receives written notification within the 30 calendar day period following receipt of
bids.
B. Bidders shall use complete sets of bidding documents in preparing bids. Neither
the Owner nor the Architect assumes responsibility for errors or
misinterpretations resulting from the use of incomplete sets of bidding
documents. No partial sets will be issued.
C. In making copies of the bidding documents available on the above terms, the
Owner and the Architect do so only for the purpose of obtaining bids for the work,
and do nor confer license or grant permission for any other use of the bidding
documents.
D. Copies of the reports and drawings that are not included with the Bidding
Documents may be examined at Engineering Division at City Hall, Iowa City,
Iowa during regular business hours, or may be obtained from the Owner at
Owner's reproduction cost, plus handling charge. These reports and drawings
are not part of the contract documents, but the "technical data" contained therein
upon which the bidder may rely as identified and established above, are
incorporated therein by reference.
3.2 Interpretation or Correction of Bidding Documents
A. The bidder shall carefully study and compare the bidding documents with each
other, and with other work being bid concurrently or presently under construction to
the extent that it relates to the work for which the bid is being submitted, shall
examine the site and local conditions, and shall at once report to the Architect
errors, inconsistencies or ambiguities discovered.
B. Bidders and sub - bidders requiring clarification or interpretation of the bidding
documents shall make a written request which shall reach the Architect at least
nine days prior to the date for receipt of bids.
IB -2
3.3
3.4
C. Interpretations, corrections and changes of the bidding documents will be made by
addendum. Interpretations, corrections and changes to the bidding documents
made in any other manner will not be binding, and bidders shall not rely upon
them.
Substitutions
A. The materials, products and equipment described in the bidding documents
establish a standard of required function, dimension, appearance and quality to be
met by any proposed substitution. Refer to AIA Substitutions form for substitution
requirements.
B. If the Architect approves a proposed substitution prior to receipt of bids,
such approval will be set forth in an addendum. Bidders shall not rely upon
approvals made in any other manner.
Addenda
A. Addenda will be mailed or delivered to all who are known by the Architect to have a
complete set of bidding documents.
B. Copies of addenda will be made available for inspection wherever bidding
documents are on file for that purpose.
C. No addenda will be issued later than six (6) days prior to the date for receipt of
bids, except for any one or more of the following reasons:
1. An addendum withdrawing the request for bids.
2. An addendum which includes postponement of the date for receipt of bids.
3. An addendum issued after receipt of bids and prior to execution of the
contract.
D. Each bidder shall ascertain prior to submitting a bid that he has received all
addenda issued, and the bidder shall acknowledge their receipt in the proper
location on the bid form.
ARTICLE 4 — BIDDING PROCEDURES
4.1 Form and Style of Bids
A. Submit bids in duplicate on forms identical to the form bound into the project
manual. Separate copies of the bid form are contained within the back cover of
this document.
B. Fill in all blanks on the bid form by typewriter or manually in ink.
C. Where so indicated by the makeup of the bid form, sums shall be expressed in
both words and numerals, and in case of discrepancy between the two, the
amount written in words will govern.
D. Interlineations, alterations or erasures shall be initialed by the sign_er.of the, bid.
E. All requested alternates shall be bid. If no change in the base bid is 'required, enter
"No Change ".
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4.3
Where two or more bids for designated portions of the work have been requested,
the bidder may, without forfeiture of the bid security, state the bidder's refusal to
accept award of less than the combination of bids stipulated by the bidder. The
bidder shall make no additional stipulation on the bid form, nor qualify the bid in
any other manner.
G. Each copy of the bid shall include the legal name of the bidder and a statement
that the bidder is a sole proprietor, a partnership, a corporation or some other legal
entity. Each copy shall be signed by the person or persons legally authorized to
bind the bidder to a contract. A bid by a corporation shall further give the state of
incorporation and have the corporate seal affixed. A bid submitted by an agent
shall have a current power of attorney attached certifying the agent's authority to
bind the bidder.
H. No bid may be withdrawn for a period of 30 calendar days after the date of
opening.
Bid Security
A. Each bid shall be accompanied by a bid security in the amount of 10 percent
(10 %) of the base bid and in the form of surety bond pledging that the bidder will
enter into a contract with the Owner on the items stated in his bid and will, if
requested, furnish bonds covering the faithful performance of the contract and the
payment of all obligations arising there under. Should the bidder refuse to enter
into such contract or fail to furnish such bond if required, the amount of the bid
security shall be forfeited to the Owner as liquidated damages, not as a penalty. A
cashier's check, cash or certified check will not be an accepted bid bond.
B. Surety bond shall be written on enclosed "Bid Bond" form bound within the project
manual and the attorney -in -fact who executes the bond on behalf of the surety
shall affix to the bond a certified and current copy of power of attorney.
C. The Owner will have the right to retain the bid security of bidders to whom an
award is being considered until either:
1. The contract has been executed and bonds have been furnished.
2. The specified time has elapsed so that the bids may be withdrawn.
3. All bids have been rejected.
Submission of Bids
2
c;
All copies of the bid, the bid security and other documents required to be
submitted with the bid shall be enclosed in sealed opaque envelopes as
instructed in Section NB — Note to Bidders. Both envelopes shall be addressed
to the party receiving the bids ( "City Clerk, City of Iowa City "), and shall be
identified with the project name, the bidder's name and address, and the
envelope's contents. If the bid is sent by mail, the sealed envelopes shall be
enclosed in a separate mailing envelope with the notation "SEALED BID
ENCLOSED" on the face of that envelope.
IM
B. Bids shall be deposited at the designated location prior to the time and date for
receipt of bids.
1. Location: Office of City Clerk, City Hall, 410 East Washington Street,
Iowa City, Iowa 52240
2. Time and Date: Before 2:30 P.m. on June 14, 2012.
Bids received after the time and date for receipt of bids will be returned
unopened.
C. The bidder shall assume full responsibility for timely delivery at the location
designated for receipt of bids.
D. Oral, telephonic, or telegraphic bids are invalid and will not receive consideration.
4.4 Modification or Withdrawal of Bid
A. A bid may not be modified, withdrawn or canceled the bidder after the stipulated
time and date designated for the receipt of bids, and each bidder so agrees in
submitting his bid.
B. Prior to the time and date designated for receipt of bids, a bid submitted may be
modified or withdrawn by notice to the party receiving bids at the place
designated for receipt of bids. Such notice shall be in writing over the signature
of the bidder or by telegram. If by telegram, written confirmation over the
signature of the bidder shall be mailed and postmarked on or before the date and
time set for receipt of bids, and it shall be so worded as not to reveal the amount
of the original bid.
C. Withdrawn bids may be resubmitted up to the time designated for the receipt of
bids provided that they are then fully in conformance with these Instructions to
Bidders.
D. Bid security shall be in an amount sufficient for the bid as modified or
resubmitted.
ARTICLE 5 — CONSIDERATION OF BIDS -
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5.1 Opening of Bids
A. The properly identified bids received on time will be opened publicly and will be
read aloud.
5.2 Rejection of Bids
A. The Owner will have the right to reject any or all bids, and to reject a bid not
accompanied by the required bid security or by another data required by the
bidding documents, or to reject a bid which is in any way incomplete or irregular.
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5.3 Acceptance of Bid (Award)
A. It is the intent of the Owner to award a contract to the lowest responsible bidder
provided the bid has been submitted in accordance with the requirements of the
bidding documents, and does not exceed the funds available. The Owner will
have the right to waive informalities or irregularities in a bid received, and to
accept the bid which, in his judgment, is in his own best interest.
B. The Owner will have the right to accept bid alternates in any order or
combination, and to determine the low bidder on the basis of the sum of the base
bid and the accepted alternates.
ARTICLE 6 — POST -BID INFORMATION
6.1 Submittals
A. The bidder shall, within seven (7) days of notification of selection for the award of a
contract for the work, submit the following information to the Architect:
1. A designation of the work to be performed by the bidder with the bidder's
own forces.
2. The proprietary names and the suppliers or principal items or system of
materials and equipment proposed for the project.
3. A list of names of the subcontractors or other persons or entities
proposed for the principal portions of the work.
B. The bidder will be required to establish to the satisfaction of the Architect and the
Owner the reliability and responsibility of the persons or entities proposed to
furnish and perform the work described in the bidding documents.
C. Prior to the award of the contract, the Architect will notify the bidder in writing if
either the Owner or Architect, after due investigation, has reasonable objection to
any such proposed person or entity. If the Owner or the Architect has
reasonable objection to such proposed person or entity, the bidder may, at the
bidder's option:
1. Withdraw the bid.
2. Submit an acceptable substitute person or entity with an adjustment in the
bid price to cover the difference in cost occasioned by such substitution.
D. The Owner may accept the adjusted bid price or may disqualify the bidder. In the
event of either withdrawal or disqualification, bid security will not be forfeited.
ARTICLE 7 — PERFORMANCE BOND AND LABOR & MATERIAL PAYMENT BOND
7.1 Bond Requirements
A. The bidder shall furnish bonds covering the faithful performance of contract and
the payment of all obligations arising there under. Bonds may be secured through
the bidder's usual sources. The cost of furnishing such bonds shall be included in
the bid.
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7.2
8.1
8.2
B. If the Owner requires that bonds be obtained from other than the bidder's
usual source, all change in cost will be adjusted as provided in contract
documents.
The Time of Delivery and Form of Bonds
A. The bidder shall deliver the required bonds to the Owner not later than three (3)
days following the date of execution of the contract. If the work is to be
commenced prior thereto in response to a letter of intent, the bidder shall, prior to
commencement of the work, submit evidence satisfactory to the Owner that such
bonds will be furnished and delivered.
B. The bonds shall be written on the 'Performance and Payment Bond" form bound
within the project manual, or a copy thereof. Both bonds shall be written in the
amount of the contract sum.
C. The bonds shall be dated on or after the date of the contract.
D. The bidder shall require the attorney -in -fact who executes the required bonds on
behalf of the surety to affix a current and certified copy of power of attorney.
ARTICLE 8 — PRE -BID CONFERENCE
Conference
A. There is a recommended Prebid conference on Thursday, May 31, 2012. At
10:30 AM local time, in Meeting Room B in the Robert A. Lee Recreation
Center located at 220 S. Gilbert Street, Iowa City, Iowa 52240.
Parking
Limited metered parking is available neighboring Robert A. Lee Recreation
Center. Otherwise an hourly pre -pay parking is available north of the
Recreation Center at Chauncey Swan Ramp or a hourly -fee parking is
available in Tower Place, at 335 East Iowa Avenue, the entrance is on the
Iowa Avenue side of the ramp.
11:37
FORM OF PROPOSAL
ROBERT A. LEE RECREATION CENTER IMPROVEMENTS -
EAST ENTRY REMODELING PROJECT
CITY OF IOWA CITY
BIDDERS PLEASE NOTE:
1. PLEASE DO NOT USE THE FORM OF PROPOSAL INCLUDED IN THE BOUND VOLUME OF THE
PROJECT MANUAL. SEPARATE COPIES OF THIS PROPOSAL ARE CONTAINED WITHIN THE
BACK COVER OF THIS DOCUMENT.
Name of Bidder:
Address of Bidder:
BIDS RECEIVED BEFORE: 2:30 PM local time on Thursday, June 14, 2012.
TO: City Clerk
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City of Iowa City ` r
City Hall
410 East Washington Street
Iowa City, Iowa 52240
In response to your request for bids, and in compliance with the Procurement and Contracting
Requirements, the undersigned proposes to furnish all labor, materials and equipment, all
supervision, coordination, and all related incidentals necessary to perform the work to complete
ROBERT A. LEE RECREATION CENTER IMPROVEMENTS -EAST ENTRY REMODELING
PROJECT in strict accordance with the Project Manual and the Drawings dated May 1, 2012,
including Addenda numbered and _, inclusive, prepared by Shive Hattery,
Inc., for the Base Bid Lump Sum of:
BASE BID
Dollars
The undersigned bidder submits herewith bid security in the amount of $
ten percent (10 %) of the Base Bid amount.
The names of those persons, firms, companies or other parties with whom we intend to enter into
a major subcontract, together with the type of subcontracted work and approximate dollar amount
of the subcontract, are as follows:
Carpentry: $
Electrical: R
Concrete:
FP -1
Paint:
Handrails:
Paving:
NOTE: All subcontractors are subject to approval by City.
The undersigned bidder certifies that this proposal is made in good faith, and without collusion or
connection with any other person or persons bidding on the work.
The undersigned bidder states that this proposal is made in conformity with the Contract
Documents and agrees that, in the event of any discrepancies or differences between any
conditions of this proposal and the Contract Documents prepared by the City of Iowa City, the
more specific shall prevail.
In submitting this Proposal, The undersigned agrees that the Bid will not be withdrawn for a period
of thirty (30) consecutive calendar days following the date of the Bid Opening. Further, that if a
Notice to Proceed or a prepared Agreement provided by the Owner is received at the business
address identified below within the thirty (30) day period, the undersigned will, within ten (10) days
of receipt, acknowledge acceptance of the contract award. The undersigned will then execute
and deliver to the Owner address the Agreement, the Procurement, Labor and Material Payment
Bonds, and the certificates of insurance, and will proceed in accordance with requirements of the
Contract Documents for this project, and have the Project at Substantial Completion on or before
November 16, 2012.
Firm
Signature: _
Printed Name
Title:
Address:
Phone:
Contact:
FP -2
1:317TiP.Ti7
as Principal, and
as Surety declare that we are held and are firmly bound unto the City of Iowa City, Iowa,
hereinafter called "OWNER," in the sum of
Dollars ($ ) to pay said sum as herein
provided. We as Principal and Surety further promise and declare that these obligations shall bind
our heirs, executors, administrators, and successors jointly and severally. This obligation is
conditioned on the Principal submission of the accompanying bid, dated June 14, 2012 for
Robert A. Lee Recreation Center Improvements -East Entry Remodeling Project,
NOW, THEREFORE,
(a) If said Bid shall be rejected, or in the alternate,
(b) If said Bid shall be accepted and the Principal shall execute and deliver a contract
in the form specified, and the Principal shall then furnish a bond for the Principal's
faithful performance of said Project, and for the payment of all persons performing
labor or furnishing materials in connection therewith, and shall in all other respects
perform the Project, as agreed to by the City's acceptance of said Bid,
then this obligation shall be void. Otherwise this obligation shall remain in full force and effect,
provided that the liability of the Surety for any and all claims hereunder shall, In no event, exceed
the amount of the obligation stated herein.
By virtue of statutory authority, the full amount of this bid bond shall be forfeited to the
Owner in the event that the Principal fails to execute the contract and provide the bond, as
provided in the Project specifications or as required by law.
The Surety, for value received, hereby stipulates and agrees that the obligations of said
Surety and its bond shall in no way be impaired or affected by any extension of the time within
which the Owner may accept such Bid or may execute such contract documents, and said Surety
does hereby waive notice of any such time extension.
The Principal and the Surety hereto execute this bid bond this
A.D., 2012.
Witness
Witness
day of
(Seal)
Principal
By (Title)
;(Seal)
Surety
By
(Attomeyin- fact)
Attach Power -of- Attorney tf
BB -1
FORM OF AGREEMENT
THIS AGREEMENT is made and entered into by and between the City of Iowa City, Iowa
( "City "), and
( "Contractor ").
Whereas the City has prepared certain plans, specifications, proposal and bid documents
dated the 15t day of May, 2012, for the Robert A. Lee Recreation Center Improvements- East
Entry Remodeling Project ('Project'), and
Whereas, said plans, specifications, proposal and bid documents accurately and fully
describe the terms and conditions upon which the Contractor is willing to perform the Project.
NOW, THEREFORE, IT IS AGREED:
1. The City hereby accepts the attached proposal and bid documents of the
Contractor for the Project, and for the sums listed therein.
2. This Agreement consists of the following component parts which are incorporated
herein by reference:
a. Addenda Numbers
b. "General Conditions of the Contract for Construction" AIA DOC A201 -2007,
as amended;
C. Plans;
d. Specifications and Supplementary Conditions;
e. Notice to Bidders;
f. Note to Bidders;
g. Performance and Payment Bond;
h. Restriction on Non - Resident Bidding on Non - Federal -Aid Projects;
L Contract Compliance Program (Anti- Discrimination Requirements);
J. Proposal and Bid Documents; and
k. This Instrument.
The above components are deemed complementary and should be read together. In the
event of a discrepancy or inconsistency, the more specific provision shall prevail.
AG -1
3. The names of subcontractors approved by City, together with quantities, unit
prices, and extended dollar amounts, are as follows (or shown on an attachment):
4. Payments are to be made to the Contractor in accordance with the Supplementary
Conditions.
5. The Project base bid submitted by form of proposal is in the amount of:
To be completed after award and no /100 Dollars 0.00 .
6. DATED this 19th day of June, 2012.
[DATE BASED ON FORMAL COUNCIL MEETING AWARDING CONTRACT BY
RESOLUTION NUMBER j
City Contractor
(Signature)
(Printed name)
Mayor
ATTEST:
City Clerk
UWA
(Signature)
(Printed name)
Title
ATTEST:
(Title)
(Company Official)
Approved By:
City Attorney's Office
r_
UWA
(Signature)
(Printed name)
Title
ATTEST:
(Title)
(Company Official)
Approved By:
City Attorney's Office
PERFORMANCE AND PAYMENT BOND
as
(insert the name and address or legal title of the Contractor)
Principal, hereinafter called the Contractor and
(insert the legal title of the Surety)
as Surety, hereinafter called
the Surety, are held and firmly bound unto the City of Iowa City, Iowa, as obligee, hereinafter
called the Owner, in the amount of Dollars
($ ) for the payment for which Contractor and Surety
hereby bind themselves, their heirs, executors, administrators, successors and assiggs, jointly
and severally.
'r
WHEREAS, Contractor has, as of June 19, 2012, entered into a written Agreerrenfwith�wner `"
(date)
for Robert A. Lee Recreation Center Improvements- East Entry Remodeling Prolect;'and
WHEREAS, the Agreement requires execution of this Performance and Payment Bond, to
be completed by Contractor, in accordance with plans and specifications prepared by
Shive Hattery, Inc., which Agreement is by reference made a part hereof, and the agreed -upon
work is hereafter referred to as the Project.
NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if
Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond
shall be null and void; otherwise it shall remain in full force and effect until satisfactory completion
of the Project.
A. The Surety hereby waives notice of any alteration or extension of time made by the
Owner.
B. Whenever Contractor shall be, and is declared by Owner to be, in default under the
Agreement, the Owner having performed Owner's obligations thereunder, the Surety may
promptly remedy the default, or shall promptly:
1. Complete the Project in accordance with the terms and conditions of the
Agreement, or
2. Obtain a bid or bids for submission to Owner for completing the Project in
accordance with the terms and conditions of the Agreement; and upon determina-
tion by Owner and Surety of the lowest responsible bidder, arrange for a contract
between such bidder and Owner, and make available, as work progresses (even
though there may be a default or a succession of defaults under the Agreement or
subsequent contracts of completion arranged under this paragraph), sufficient
funds to pay the cost of completion, less the balance of the Contract Price, but not
YU
exceeding the amount set forth in the first paragraph hereof. The term "balance of
the Contract Price," as used in this paragraph, shall mean the total amount
payable by Owner to Contractor under the Agreement, together with any addenda
and /or amendments thereto, less the amount properly paid by Owner to
Contractor.
C. The Contractor and Contractor's Surety shall be obligated to keep the improvements
covered by this bond in good repair for a period of one ( 1 ) years from the date of formal
acceptance of the improvements by the Owner.
D. No right of action shall accrue to or for the use of any person, corporation or third party
other than the Owner named herein or the heirs, executors, administrators or successors
of Owner.
IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety, in
accordance with provisions of Chapter 573, Code of Iowa, shall pay to all persons, firms or
corporations having contracts directly with the Principal, including any of Principal's subcontrac-
tors, all claims due them for labor performed or materials furnished in the performance of the
Agreement for whose benefit this bond is given. The provisions of Chapter 573, Code of Iowa, are
a part of this bond to the same extent as if it were expressly set out herein.
SIGNED AND SEALED THIS
Witness
Witness
DAY OF
IN THE PRESENCE OF:
am
2012.
(Principal)
(Title)
(Surety)
(Title)
(Street)
(City, State, Zip)
(Phone)
Ra m! I
CITY OF IOWA CITY
SECTION I - GENERAL POLICY STATEMENT
It is the policy of the City of Iowa City to require equal employment opportunity in all City contract work. This
policy prohibits discrimination by the Citys contractors, consultants and vendors and requires them to ensure
that applicants seeking employment with them and their employees are treated equally without regard to
race, color, creed, religion, national origin, sex, gender identity, sexual orientation, disability, marital status,
and age.
It is the City's intention to assist employers, who are City contractors, vendors or consultants, in designing
and implementing equal employment opportunity so that all citizens will be afforded equal accessibility and
opportunity to gain and maintain employment.
PROVISIONS:
1. All contractors, vendors, and consultants requesting to do business with the City must submit an
Equal Opportunity Policy Statement before the execution of the contract.
2. All City contractors, vendors, and consultants with contracts of $25,000 or more (or less if required by
another governmental agency) must abide by the requirements of the City's Contract Compliance
Program. Emergency contracts may be exempt from this provision at the discretion of the City.
Regardless of the value of the contract, all contractors, vendors, and consultants are subject to the
City's Human Rights Ordinance, which is codified at Article 2 of the City Code.
3. Contracting departments are responsible for assuring that City contractors, vendors, and consultants
are made aware of the City's Contract Compliance Program reporting responsibilities and receive the
appropriate reporting forms. A notification of requirements will be included in any request for proposal
and notice of bids.
4. Prior to execution of the contract, the completed and signed Assurance of Compliance (located on
pages CC -2 and CC -3) or other required material must be received and approved by the City.
5. Contracting departments are responsible for answering questions about contractor, consultant
and vendor compliance during the course of the contract with the City.
6. All contractors, vendors, and consultants must refrain from the use of any signs or designations
which are sexist in nature, such as those which state "Men Working" or "Flagman Ahead," and
instead use gender neutral signs.
7. All contractors, vendors, and consultants must assure that their subcontractors abide by the
City's Human Rights Ordinance. The City's protected classes are listed at Iowa City City Code
section 2 -3 -1.
CC -1
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6
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C
SECTION II - ASSURANCE OF COMPLIANCE
The following sets forth the minimum requirements of a satisfactory Equal Employment Opportunity Program
which will be reviewed for acceptability. PLEASE RETURN PAGES CC2 AND CC3 OF THIS SECTION TO
THE CONTRACTING DEPARTMENT PRIOR TO THE EXECUTION OF THE CONTRACT.
With respect to the performance of this contract, the contractor, consultant or vendor agrees as follows:
(For the purposes of these minimum requirements, "contractor' shall include consultants and vendors.)
a. The contractor will not discriminate against any employee or applicant for employment and will take
affirmative efforts to ensure applicants and employees are treated during employment without regard
to their race, color, creed, religion, national origin, sex, sexual orientation, gender identity, disability,
marital status, and age. Such efforts shall include, but not be limited to the following: employment,
promotion, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of
pay or other forms of compensation; and selection for training, including apprenticeship.
b. The contractor will, in all solicitations or advertisements for employees placed by or on behalf of the
contractor, state that it is an equal opportunity employer.
Note: Contracts that are federally funded are subject to Executive Order No. 11246, as amended, and the
regulations (see generally 29 U.S.C. § 1608 gt seg.) and relevant orders of the U.S. Secretary of
Labor. The Secretary of Labor, and not the City, enforces said regulations and orders.
Provide a copy of your written Equal Employment Opportunity policy statement.
Where is this statement posted?
4. What is the name, telephone number and address of your business' Equal Employment Opportunity
Officer?
(Please print)
Phone number
Address
5. The undersigned agrees to display, in conspicuous places at the work site,
federal and state law for the duration of the contract. NOTE: The City can
obtaining the necessary posters.
CC -2
all posters required by
provide assistance in
,7)
CC -2
all posters required by
provide assistance in
6. How does your business currently inform applicants, employees, and recruitment sources (including
unions) that you are an Equal Employment Opportunity employer?
The above responses to questions 1 through 6, are true and correctly reflect our Equal Employment
Opportunity policies.
Business Name
Signature
Print Name
Phone Number
Title
Date
CC -3
0
1
CD
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_
-
O
2.
9
9
SECTION III - SUGGESTED STEPS TO ASSURE EQUAL EMPLOYMENT OPPORTUNITIES
COMPANY POLICY
Determine your company's policy regarding equal employment opportunities. Document the policy and post
it in a conspicuous place so that it is known to all your employees. Furthermore, disseminate the policy to all
potential sources of employees and to your subcontractors asking their cooperation. The policy statement
should recognize and accept your responsibility to provide equal employment opportunity in all your
employment practices. In regard to dissemination of this policy, this can be done, for example, through the
use of letters to all recruitment sources and subcontractors, personal contacts, employee meetings, web
page postings, employee handbooks, and advertising.
EQUAL EMPLOYMENT OPPORTUNITY OFFICER
Designate an equal employment opportunity officer or, at minimum, assign someone the responsibility of
administering and promoting your company's Equal Employment Opportunity program. This person should
have a position in your organization which emphasizes the importance of the program.
INSTRUCT STAFF
Your staff should be aware of and be required to abide by your Equal Employment Opportunity program. All
employees authorized to hire, supervise, promote, or discharge employees or are involved in such actions
should be trained and required to comply with your policy and the current equal employment opportunity
laws.
RECRUITMENT
(a) Let potential employees know you are an equal opportunity employer. This can be done by
identifying yourself on all recruitment advertising as "an equal opportunity employer ".
(b) Use recruitment sources that are likely to yield diverse applicant pools. Word -of -mouth recruitment
will only perpetuate the current composition of your workforce. Send recruitment sources a letter
annually which reaffirms your commitment to equal employment opportunity and requests their
assistance in helping you reach diverse applicant pools.
(c) Analyze and review your company's recruitment procedures to identify and eliminate discriminatory
barriers.
(d) Select and train persons involved in the employment process to use objective standards and to
support equal employment opportunity goals.
(e) Review periodically job descriptions to make sure they accurately reflect major job functions. Review
education and experience requirements to make sure they accurately reflect the requirements for
successful job performance.
(f) Review the job application to insure that only job related questions are asked. Ask yourself "Is this
information necessary to judge an applicant's ability to perform the job applied for ?" Only use
job - related tests which do not adversely affect any particular group of people.
(g) Monitor interviews carefully. Prepare interview questions in advance to assure that they are only job
related. Train your interviewers on discrimination laws. Biased and subjective judgments in personal
interviews can be a major source of discrimination.
(h) Improve hiring and selection procedures and use non - biased promotion, transfer and training
policies to increase and /or improve the diversity of your workforce representation. Companies
must make sure procedures for selecting candidates for promotion, transfer and training are based
-;upon.a fair assessment of an employee's ability and work record. Furthermore, all companies
should post and otherwise publicize all job promotional opportunities and encourage all qualified
employees to bid on them.
,..
CC -4
Cftg or
o 11 � %
Attached for your information is a copy of Section 2 — 3 — 1 of the
Iowa City Code of Ordinances which prohibits certain discriminatory
practices in employment. Please note that the protected
characteristics include some not mandated for protection by Federal
or State law. As a contractor, consultant or vendor doing business
with the City of Iowa City you are required to abide by the provisions
of the local ordinance in conjunction with your performance under a
contract with the City.
CC -5
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CD
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CC -5
2 -3.1
CHAPTER3
DISCRIMINATORY PRACTICES
SECTION:
2 -3.1:
Employment; Exceptions
2 -3.2:
public Accommodation;
Exceptions
2.3 -3:
Credit Transactions; Exceptions
23 -4:
Education
2.3.5:
Aiding Or Abetting; Retaliation;
Intimidation
2 -3 -1: EMPLOYMENT: EXCEPTIONS:
A. It shall be unlawful for any employer
to refuse to hire, accept, register,
classify, upgrade or refer for employ-
ment, or to otherwise discriminate in
employment against any other person
or to discharge any employee be-
cause of age, color, creed, disability,
gender Identity, marital status, nation-
al origin, race, religion, sex or sexual
orientation.
B. It shall be unlawful for any labor orga-
nization to refuse to admit to member-
ship, apprenticeship or training an
applicant, to expel any member, or to
otherwise discriminate against any
applicant for membership, apprentice-
ship or training or any member in the
privileges, rights or benefits of such
membership, apprenticeship or train-
ing because of age, color, creed,
disability, gender identity, marital
status, national origin, race, religion,
sex or sexual orientation of such ap-
plicant or member.
2 -3.1
C. It shall be unlawful for any employer,
employment agency, labor organiza.
tion or the employees or members
thereof, to directly or indirectly adver-
tise or in any other manner Indicate or
publicize that individuals are unwel-
come, objectionable or not solicited
for employment or membership be-
cause of age, color, creed, disability,
gender identity, marital status, nation-
al origin, race, religion, sex or sexual
orientation. (Ord. 96.3697, 11- 7.1996)
D. Employment policies relating to preg-
nancy and childbirth shalt be governed
by the following:
1. A written or unwritten employment
policy or practice which excludes from
employment applicants or employees
because of the employee's pregnancy
Is a prima facie violation of this Title.
2. Disabilities caused or contributed to
by the employee's pregnancy, miscar-
riage, childbirth and recovery there-
from are, for all job- related purposes,
temporary disabilities and shall be
treated as such under any health or
temporary disability Insurance or sick
leave plan available In connection with
employment or any written or unwrit-
ten employment policies and practices
Involving terms and conditions of
employment as applied to other tem-
porary disabilities.
E. It shall be unlawful for any person to
solicit or require as a condition of
employment of any employee or pro-
Iowa City
CC -6
697
2.3 -1 2 -3 -1
spective employee a test for the pres-
ence of the antibody to the human
immunodeficiency virus. An agree-
ment between an employer, employ-
ment agency, labor organization or
their employees, agents or members
and an employee or prospective em-
ployee concerning employment, pay
or benefits to an employee or pro-
spective employee in return for taking
a test for the presence of the antibody
to the human Immunodeficiency virus,
Is prohibited. The prohibitions of this
subsection do not apply if the State
epidemiologist determines and the
Director of Public Health declares
through the utilization of guidelines
established by the Center for Disease
Control of the United States Depart-
ment of Health and Human Services,
that a person with a condition related
to acquired Immune deficiency syn-
drome poses a significant risk of
transmission of the human Immunode-
ficiency virus to other persons in a
specific occupation.
F. The following are exempted from the
provisions of this Section:
1. Any bona fide religious Institution or
its educational facility, association,
corporation or society with respect to
any qualifications for employment
based on religion when such qualifica-
tions are related to a bona fide reli-
gious purpose. A religious qualifica-
tion for Instructional personnel or an
administrative officer, serving in a
supervisory capacity of a bona fide
religious educational facility or reli-
gious institution shall be presumed to
be a bona fide occupational qualifica-
tion. (Ord. 94 -3647, 11 -8 -1994)
697
IOWA City
CC -7
2. An employer or employment agency
which chooses to offer employment or
advertise for employment to only the
disabled or elderly. Any such employ-
ment or offer of employment shall not
discriminate among the disabled or
elderly on the basis of age, color,
creed, disability, gender identity, mari-
tal status, national origin, race, reli-
gion, sex or sexual orientation. (Ord.
95.3697, 11.7 -1995)
3. The employment of individuals for
work within the home of the employer
if the employer or members of the
family reside therein during such em-
ployment.
4. The employment of individuals to
render personal service to the person
of the employer or members of the
employer's family.
5. To employ on the basis of sex in
those certain instances where sex is a
bona fide occupational qualification
reasonably necessary to the normal
operation of a particular business or
enterprise. The bona fide occupational
qualification shall be interpreted nar-
rowly.
6. A State or Federal program de-
signed to benefit a specific age classi-
fication which serves a bona fide pub-
lic purpose.
7. To employ on the basis of disability
In those certain instances where pres-
ence of disability is a bona fide occu-
pational qualification reasonably nec-
essary to the normal operation of a
particular business or enterprise. The
bona fide occupational -'- 'qualification
shall be interpreted narrowly., ,(Ord.
94.3647,11 -8 -1984)
r�
GENERAL CONDITIONS
"General Conditions of the Contract for Construction" AIA DOC A201-2007 amended, shall apply
except as amended in the Supplementary Conditions.
GC-1
CITY OF IOWA CITY _-
SUPPLEMENTARY CONDITIONS -- ;
CITY OF IOWA CITY
PART 1 - GENERAL
1.1 INTRODUCTION
A. The following supplements modify the "General Conditions of the Contract for. Construction ", AIA
Document A201 -2007. Where a portion of the General Conditions is modified or deleted by
these Supplementary Conditions, the unaltered portions of the General Conditions shall remain
In effect.
B. Terms used in these Supplementary Conditions will have meanings assigned to them in the
General Conditions. Additional terms used in these Supplementary Conditions have the
meanings indicated below, which are applicable to both the singular and plural thereof.
C. Deletions from the AIA A201 are indicated as strike eut and additions to the AIA A201 are
indicated as "bold Italic ".
D. The OWNER and CONTRACTOR may exercise such rights or remedies as either may
otherwise have under the Contract Documents or by Law or Regulations In respect to any
dispute. Disputes shall be resolved by legal or equitable proceedings in a court of
appropriate jurisdiction. Under no circumstances shall binding arbitration be required as
to any dispute arising between the parties or under the Contract Documents.
E. Delete all references to mediation and arbitration in their entirety.
1,2 ARTICLE 1 - GENERAL PROVISIONS
A. Add the following paragraph 1.1.1.1 Contract Documents to read as follows:
1.1.1.1 Any reference within the Contract Documents of the Agreement between
Owner and Contractor should be substituted with of the Form of Agreement between
Owner and Contractor (hereinafter the Agreement). The Form of Agreement Is listed as
AG In the project manual.
B. Change paragraph 1.1.3 to read as follows:
1.1.3 The term "Work" means the construction and services required by the Contract
Documents, whether completed or partially completed, and includes all other labor, tools,
materials, equipment, transportation, services, taxes, Insurance and all other services
provided or to be provided by the Contractor to fulfill the Contractor's obligations. The Work may
constitute the whole or a part of the Project. The Contractor shall provide all work and
materials which any part of the Contract Documents require him to provide.
C. Add the following paragraph 1.2.4:
1.2.4 Sections of Division 1 - General Requirements, govern the execution of all
sections of the specifications.
1.3 ARTICLE 2 -OWNER
A. Change paragraph 2.4 to read as follows:
2.4 If the Contractor defaults or neglects to carry out the Work in accordance with the
Contract Documents and fails within a seven -day period after rece pt of written notice from the
Owner to commence and continue correction of such default or neglect with diligence and
promptness, the Owner may without prejudice to other remedies the Owner may have, correct
such deficiencies. - In such case the
SUPPLEMENTARY CONDITIONS
DOCUMENT SC -1
Owner may deduct from payments then or thereafter due the Contractor the reasenable entire
cost of correcting such deficiencies, including Owner's expenses and compensation for the
Architect's and /or Consultant's additional services and expenses and heating, engineering,
accounting, consulting services and attorneys' fees and expenses made necessary by such
default, neglect, or failure.
are both subjeet to prior appF9val of the ArohiteGt. If payments then or thereafter due the
Contractor are not sufficient to cover such amounts, the Contractor shall pay the difference to
the Owner. The Owner's actions pursuant to this Subparagraph shall not operate as a
release of any obligation of a surety.
1.4 ARTICLE 3 -CONTRACTOR
A. Change paragraphs 3.2.2 to read as follows:
3.2.2 Because the Contract Documents are complementary, the Contractor shall, before
starting each portion of the Work, carefully study and compare the various Contract Documents
relative to that portion of the Work, as well as the information furnished by the Owner pursuant to
Section 2.2.3, shall take field measurements of any existing conditions related to that portion of
the Work, and shall observe any conditions at the site affecting it. These obligations are for the
purpose of facilitating coordination and construction by the Contractor and are not for the
purpose of discovering errors, omissions, or inconsistencies in the Contract Documents;
however, the Contractor shall promptly report to the Architect any errors, inconsistencies or
omissions discovered by or made known to the Contractor as a request for information in such
form:as the Architect may require. It is recognized that the contractor's review is made in the
Contractor's capacity as a contractor and not as a licensed design professional, unless otherwise
Specifically provided in the Contract Documents. The Contractor shall not be liable to the Owner
or Architect for damage resulting from errors, inconsistencies or omissions in the Contract
Documents unless the Contractor recognized such error, inconsistency or omission and
knowingly failed to report it to the Architect. If the Contractor performs any construction activity
kaewlag it involves involving a recognized error, inconsistency or omission in the Contract
Documents without such notice to the Architect, the Contractor shall assume app%prate
responsibility for such performance and shall bear aR appFeffiate arAeunt of the attFibutable all
costs for correction. The Contractor shall perform no portion of the Work at any time
without Contract Documents or, where required, approved Shop Drawings, Product Data
or Samples for such portion of the Work.
B. Change paragraph 3.3.2 to read as follows:
3.3.2 The Contractor shall be responsible to the Owner for acts and omissions of the
Contractor's employees, Subcontractors, Sub - subcontractors, vendors, materlalmen and
suppliers and their agents and employees, and other persons performing portions of the Work
under a contract with the Contractor or any of its Subcontractors.
C. Add the following 3.3.4:
3.3.4 Contractor shall maintain a qualified and responsible person available 24 hours per
day, seven days per week to respond to emergencies which may occur after hours.
Contractor shall provide to Owner and Architect the phone number and /or paging service of
this Individual.
D. Change paragraph 3.4.1 to read as follows:
3.4.1 Unless otherwise provided in the Contract Documents, the Contractor shall provide and
pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat,
utilities, transportation, storage, parking and other facilities and services necessary for proper
execution and completion of the Work, whether temporary or permanent and whether or not
incorporated or to be incorporated in the Work. Should the Contract Documents require
work to be performed after regular working hours or should the Contractor elect to
perform work after regular hours, the additional cost of such work shall be borne by the
Contractor.
SUPPLEMENTARY CONDITIONS
DOCUMENT SC -2
E. Add the following paragraphs 3.4A through 3.4.6:
3.4.4 Whenever any provisions of the Contract conflict with any agreements or regulation
of any kind in force among members of any trade association, unions or councils, which
regulate what work shall be included in the work of particular trades, the Contractor shall
make all necessary arrangements to reconcile any such conflict without delay or cost to
the Owner and without recourse to the Architect or the Owner.
3.4.5 After the Contract has been executed, the Owner and the Architect will consider a
formal request for the substitution products in place of those specified only under the
conditions set forth in Section 0160 00 - Post Bid Substitutions.
3.4.6 By making requests for substitutions based on Subparagraph 3.4.4 above, the
Contractor:
.1 represents that the Contractor has personally investigated the proposed product
and determined that it is equal or superior in all respects to that specified.
.2 represents that the Contractor will provide the same warranty for the substitution
that the Contractor would for that specified.
.3 certifies that the cost data presented is complete and includes all related costs
under this Contract except the Architect's redesign costs, and waives all claims for
additional costs related to the substitution which subsequently become apparent; and
.4 will coordinate the installation of the accepted substitute, making such changes as
may be required for the Work to be complete In aft respects.
.5 will adhere to the contract schedule
F. Change paragraphs 3.5 to read as follows:
3.5 The Contractor warrants to the Owner and Architect that materials and equipment
furnished under the Contract will be of good quality and new unless the Contract Documents
require or permit otherwise. The Contractor further warrants that the Work will conform with the
requirements of the Contract Documents and will be free from defects, exeept fE)•'tiese inhefent
in the quality ..f the 1Af..rL the GeGe Fequire Work, materials or
equipment not conforming to these requirements may be considered defective. The Contractor's
warranty excludes remedy for damage or defect caused by abuse, alterations to the Work not
executed by the Contractor, improper or insufficient maintenance, improper operation, or normal
wear and tear and normal usage. If required by the Architect, the Contractor shall furnish
satisfactory evidence as to the kind and quality of materials and equipment.
G. Change paragraph 3.6.1 to read as follows:
The Contractor shall pay sales, consumer, use and similar taxes for the Work provided by the
Contractor that are legally enacted when bids are received or negotiations concluded, whether or
not yet effective or merely scheduled to go into effect. Contractors and approved
subcontractors will be provided a Sales Tax Exemption Certificate to purchase building
materials, supplies, or equipment in the performance of the contract. The Contractor shall
submit the information necessary for the certificates to be issued. All such information for
said certificates shall be submitted to the City /Owner together in one submission.
H. Change paragraph 3.7.2 to read as follows:
3.7.2 The Contractor shall searply perform the Work In compliance with and give notices
required by applicable laws, statutes, ordinances, codes, rules, regulations and lawful orders of
public authorities bearing on performance of the Work.
Change paragraph 3.7.3 to read as follows:
3.7.3 If the Contractor performs Work knowing it to be contrary to applicable lavisstatutes,
ordinances, codes, rules and regulations, or lawful orders of public authorities, the - Contractor
shall assume full appropriate responsibility for such Work and shall bear the costs attributable to
the serrest ea and expenses of correcting or replacing such Work.
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DOCUMENT SC -3
Change paragraph 3.7.4 to read as follows:
3.7.4 Concealed or Unknown Conditions. If the Contractor encounters conditions at the site that
are 1) subsurface or otherwise concealed physical conditions that differ materially from those
indicated in the Contract Documents or 2) unknown physical conditions of an unusual nature that
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, the Contractor
shall promptly provide notice to the Owner and the Architect before conditions are disturbed and
in no event later than the next business day 21 days after first observance of the conditions.
The Architect will promptly investigate such conditions and, if the Architect determines that they
differ materially and cause an increase or decrease in the Contractor's costs of or time required
for performance of any part of the work, will recommend an equitable adjustment in the Contract
Sum or Contract Time, or both. If the Architect determines that the conditions at the site are not
materially different from those indicated in the Contract Documents and that no change in the
terms of the Contract is justified, the Architect shall promptly notify the Owner and Contractor in
writing, stating the reasons. if either paFty disputes the AFGhiteGt's determination or
Fpsnmmpndatlon, that party pay PFGGeed as provided On AFt!E;le 4 5.
Change paragraph 3.11 to read as follows:
3.11 The Contractor shall maintain at the site for the Owner, one copy of the Drawings,
Specifications, Addenda, Change Orders and other Modifications, in good order and marked
currently to indicate field changes and selections made during construction, and ene eepy of all
approved Shop Drawings, MSDS Sheets, Product Data, Samples and similar required
submittals. These shall be available to the Architect and shall be delivered to the Architect for
submittal to the Owner upon completion of the Work as a record of the Work as constructed.
K. Change paragraph 3.13 to read as follows:
3.13 The Contractor shall confine operations at the site to areas permitted by applicable laws,
statutes, ordinances, codes, rules and regulations, and lawful orders of public authorities and the
Contract Documents and shall not unreasonably encumber the site with materials or equipment.
The Contractor acknowledges that the property on which the Project and Work are
located may be occupied and in use by the Owner during the execution of the Work. The
Contractor shall perform and coordinate its work in such a manner that the portions of
the property occupied and in use will not be encumbered or the use interfered with or
interrupted.
L. Change paragraph 3.17 to read as follows:
3.17 The Contractor shall pay all royalties and license fees. The Contractor shall defend suits or
claims for infringement of patent rights and shall hold the Owner and Architect harmless from
loss on account thereof, but shall not be responsible for such defense or loss when a particular
design, process or product of a particular manufacturer or manufacturers is required by the
Contract Documents, or where the copyright violations are contained in Drawings, Specifications
or other documents prepared by the Owner or Architect. However, if the Contractor has reason
to believe that the required design, process or product is an infringement of a copyright or patent,
the Contractor shall be responsible for such loss unless such information is promptly furnished to
the Architect and the Owner in writing.
M. Change paragraphs 3.18.1 to read as follows:
3.18.1 To the fullest extent permitted by law, the Contractor shall indemnify, defend and hold
harmless the Owner, Architect, Architect's consultants, and agents and employees of any of
them from and against claims, damages, losses and expenses, including, but not limited to
attorneys' fees, arising out of or resulting from performance of the Work, provided that such
claim; damage, loss or expense is attributable to bodily injury, sickness, disease or death, or to
injury,to.or destruction of tangible property , but only to the extent
caused-in whole or in part by Intentional or negligent acts or omissions of the Contractor, a
', Subcontractor, anyone directly or indirectly employed by them or anyone for whose acts they
SUPPLEMENTARY CONDITIONS
DOCUMENT SC -4
may be liable, regardless of whether or not sueh claim, damage, less or expense ea used is used in
p'..'""' a party indemnified " ^•^ d . Such obligation shall not be construed to negate, abridge,
or reduce other rights or obligations of indemnity that would otherwise exist as to a party or
person described in this Paragraph 3.18. Nothing In the foregoing Paragraph 3.18.1 is
intended or shall be deemed to constitute an indemnification by the Contractor against
the negligence of any of the parties to be otherwise indemnified pursuant to Paragraph
3.18.1.
N. Change paragraph 3.18.2 to read as follows:
3.18.2 Contractor is not, and shall not be deemed to be, an agent or employee of the City of
Iowa City, Iowa. In claims against any person or entity indemnified under this Section 3.18 by
an employee of the Contractor, a Subcontractor, anyone directly or indirectly employed by them
or anyone for whose acts they may be liable, the indemnification obligation under Section 3.18.1
shall not be limited by a limitation on amount or type of damages, compensation or benefits
payable by or for the Contractor or a Subcontractor under worker's compensation acts, disability
benefit acts or other employee benefit acts.
1.5 ARTICLE 4- ARCHITECT
A. Change paragraph 4.1.2 to read as follows:
4.1.2 Duties, responsibilities and limitations of authority of the Architect as set forth in the
Contract Documents shall not be restricted, modified or extended without written consent of the
Owner;Geatraeter, and Architect. Consent shall not be unreasonably withheld.
B. Change paragraph 4.2.1 to read as follows:
4.2.1 The Architect will provide administration of the Contract as described in the Contract
Documents and will be the Owner's representative as provided herein during construction and
until the Architect issues the final Certificate for Payment to the Contractor on the Project. The
Architect will advise and consult with the Owner. The Architect will have authority to act on
behalf of the Owner only to the extent provided in the Contract Documents.
C. Change paragraph 4.2.3 to read as follows:
4.2.3 On the basis of the site visits, the Architect will keep the Owner reasonably informed
about the progress and quality of the portion of the Work completed, and report to the Owner 1)
known deviations from the Contract Documents and from the most recent construction schedule
submitted by the Contractor, and 2) defects and deficiencies observed in the Work. The
Architect and the Ownerwill not be responsible for the Contractor's failure to perform the Work
in accordance with the requirements of the Contract Documents. The Architect and the Owner
will not have control over or charge of and will not be responsible for acts or omissions of the
Contractor, Subcontractors, or their agents or employees, or any other persons or entities
performing portions of the Work.
D. Change paragraphs 4.2.5 through 4.2.6 to read as follows:
4.2.5 Based on the Architect's observations and evaluations of the Contractor's Applications
for Payment, the Architect will review and serti€y recommend to the Owner the amounts due
the Contractor and will issue Certificates for Payment in such amounts.
4.2.6 The Architect has authority to reject Work which does not conform to the Contract
Documents. Whenever the Architect considers it necessary or advisable for implementation of
the intent of the Contract Documents, the Architect will have authority to recommend to the
Owner to require additional inspection or testing of the Work in accordance with Subparagraphs
13.5.2 and 13.5.3, whether or not such Work is fabricated, installed or completed. However,
neither this authority of the Architect nor a decision made in good faith either to exercise or not to
exercise such authority shall give rise to a duty or responsibility of the Architect to the:Cpntractor,
Subcontractors, material and equipment suppliers, their agents or employees, or otter persons;
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DOCUMENT SC -5
performing portions of the Work.
E. Change paragraphs 4.2.10 through 4.2.12 to read as follows:
4.2.10 If the Owner and Architect agree, the Architect will provide one or more project
representatives to assist In carrying out the Architect's responsibilities at the site. The duties,
4.2.11 The Architect will interpret and make recommendations to the Owner regarding deeide
matters concerning performance under and requirements of the Contract Documents on written
request of either the Owner or Contractor. The Architect's response to such requests will be
made in writing within any time limits agreed upon or otherwise with reasonable promptness. If
no agreement is made concerning the time within which recommendations required of
the Architect shall be furnished in compliance with this Paragraph 4.2, then the Architect
shall furnish such recommendations within such reasonable time after the request Is
made that allow sufficient time in the professional Judgment of the Architect for review.
4.2.12 Interpretations and recommendations desisiens of the Architect will be consistent with
the intent of and reasonably inferable from the Contract Documents and will be in writing or in
the form of drawings. When making such interpretations and recommendations denigiAns, the
Architect will endeavor to secure faithful performance by both Owner and Contractor, will not
show partiality to either and will not be liable for results of interpretations or recommendations
deeisiene rendered in good faith.
1.6 ARTICLE 5 - SUBCONTRACTORS
A. Delete paragraph 5.2.1 and add the following:
5.2.1 The CONTRACTOR shall provide, within 24 hours of the bid opening, a list those
persons, firms, companies or other parties to whom it proposes /intends to enter into a
subcontract regarding this project as required on the Bid Form and the Agreement.
11 If no minority business enterprises (MBE) are utilized, the CONTRACTOR
shall furnish documentation of all efforts to recruit MBE's.
B. Change paragraph 5.3 to read as follows:
5.3 By appropriate agreement, written where legally required for validity, the Contractor shall
require each Subcontractor, to the extent of the Work to be performed by the Subcontractor, to
be bound to the Contractor by terms of the Contract Documents, and to assume toward the
Contractor all the obligations and responsibilities which the Contractor, by these Documents,
assumes toward the Owner and Architect. Each subcontract agreement shall preserve and
protect the rights of the Owner and Architect under the Contract Documents with respect to the
Work to be performed by the Subcontractor so that subcontracting thereof will not prejudice such
rights, and shall allow to the Subcontractor, unless specifically provided otherwise in the
subcontract agreement, the benefit of all rights, remedies and redress against the Contractor
that the Contractor, by the Contract Documents, has against the Owner. Where appropriate, the
Contractor shall require each Subcontractor to enter into similar agreements with
Sub - subcontractors. The Contractor shall make available to each proposed Subcontractor, prior
to the execution of the subcontract agreement, copies of the Contract Documents to which the
Subcontractor will be bound, and, upon written request of the Subcontractor, identify to the
Subcontractor terms and conditions of the proposed subcontract agreement which may be at
variance, with the Contract Documents. Subcontractors shall similarly make copies of applicable
portions; of such documents available to their respective proposed Sub - subcontractors. All
warranties provided by the Subcontractors, including all express and implied warranties
in the - Contract Documents and the agreements between the Contractor and the
" _Subcontractors and all warranties provided by law, shall run to and be for the benefit of
;the OW* ner, and the Owner shall have a direct right of action against the Subcontractors
for any breach of said warranties.
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DOCUMENT SC -6
1.7 ARTICLE 6 - CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS
A. Delete paragraph 6.1.4 in its entirety.
B. Change paragraph 6.2.4 to read as follows:
6.2.4 The Contractor shall promptly remedy damage the Contractor wreagfatly causes to
completed or partially completed construction or to property of the Owner or separate contractors
as provided in Subparagraph 10.2.5.
1.8 ARTICLE 7 - CHANGES IN THE WORK
A. Change paragraph 7.2.1 to read as follows:
7.2.1 A Change Order is a written instrument prepared by the Architect and signed by the
Owner and Contractor and approved by the Architect, stating their agreement upon all of the
following:
B. Add paragraph 7.2.2 as follows:
7.2.2 A Change Order is conclusively presumed to include all adjustments in Contract
Time and Contract Sum necessary to complete the change to the Work and related parts
of the Work.
C. Add paragraph 7.2.3 as follows:
7.2.3 In all Change Orders or Construction Change Directives, the allowance for
Overhead and profit to be included In the total cost to the Owner shall not exceed the
following amounts.
.1 For the Contractor, for any Work performed directly by the Contractor's employees,
not Including oversight of such work performed by subcontractor, fifteen percent (15%)
of the cost.
.2 For the Contractor, for Work performed by his Subcontractor, ten percent (10 %) of
the amount due the Subcontractor.
.3 For each Subcontractor, or Sub - subcontractor involved, for any Work performed by
such contractor's own forces, fifteen percent (1596) of the cost.
.4 For each Subcontractor, for Work performed by his Sub - subcontractors, five
percent (5%) of the amount due the Sub - subcontractor.
.5 In order to facilitate checking of quotations for extras or credits, all proposals,
except those so minor that their propriety can be seen by Inspection, shall be
accompanied by a complete itemization of costs including labor, materials and
Subcontracts. In no case Willa change involving over $200.00 be approved without such
itemization.
.6 Unless otherwise agreed, costs to which overhead and profit are -fd be applied shall
be those costs listed in Subparagraph 7.3.6.
1.9 ARTICLE 8 -TIME
A. Change paragraph 8.2.3 to read as follows:
8.2.3 The Contractor shall proceed expeditiously with adequate forces and shall achieve
Substantial Completion within the Contract time. The Contractor shall bear all costs for
overtime and all additional expense which may arise in order to achieve Substantial
Completion within the Contract Time.
B. Add paragraph 8.2.4 to read as follows:
8.2.4 If, upon the recommendation of the Architect, It becomes necessary at times during
construction for the Owner to accelerate the work, each Contractor or subcontractor
when ordered and directed by the Owner, shall cease work at any point and shall transfer
his men to such points and execute such portion of his work as may be required to
SUPPLEMENTARY CONDITIONS
DOCUMENT SC -7
enable others to properly engage in and carry on their work.
C. Change paragraph 8.3.1 to read as follows:
8.3.1 If the Contractor is delayed at any time in progress of the Work by an act or neglect of the
Owner or Architect, or of an employee of either, or of a separate contractor employed by the
Owner, or by changes ordered in the Work, or by labor disputes, fire, unusual delay OR daliv I
unavoidable casualties or other causes beyond the Contractor's control, OF by delay autherized
delay; then the Contract Time shall be extended by Change Order for such reasonable time as
the Owner, with the advice of the Architect, may determine. Such delays shall not be a
basis for damages. An extension of the Contract Time is the Contractor's sole remedy for
such delay.
D. Delete paragraph 8.3.3 in its entirety.
E Add paragraph 8.4 LIQUIDATED DAMAGES to read as follows:
Since the actual monetary value of damages sustained by the Owner as a result of
delayed completion of the Work is extremely difficult or impractical to assess, the Owner
and Contractor agree as follows:
1. Upon failure of the Contractor to achieve "Substantial Completion" of the Work In
compliance with requirements of the Contract Documents: The Contractor shall
pay as liquidated damages, and not as a penalty, the sum of amount as listed in
the Notice to Bidders (or Instruction to Bidders) for each calendar day that
'Substantial Completion " Is delayed beyond the date written in the Agreement,
subject to adjustments of the Contract Time as provided for in the Contract
i Documents.
2.- The Owner shall give written notice to the Contractor of intent to assess
liquidated damages pursuant to provisions of this Article. Calculation of the
amount of liquidated damages shall commence on the date the Owner notifies the
Contractor of this Intent.
3. Liquidated damages assessed in accordance with these provisions are exclusive
of other monetary damages to which the Owner may be entitled as a direct result
of the Contractor's failure to achieve final completion of the Work In accordance
with requirements of the Contract Documents. These liquidated damages are not
intended to be exclusive of Owner's right to terminate this Contract based on
Contractors' failure to comply with the terms and provisions of the Contract.
4. Partial performance of the Work of this Contract shall not relieve the Contractor
from liability for liquidated damages.
5. Contractor's liability for liquidated damages shall cease upon issuance of
Substantial Completion Certificate for the Work of the Contract.
6. Notwithstanding anything in the Contract Documents to the contrary, amounts
assessed to the Contractor as liquidated damages may be deducted by the Owner
from any money payable to the Contractor pursuant to this Contract. The Owner
shall notify the Contractor in writing of a claim for liquidated damages prior to the
date the Owner deducts such sum from money payable to the Contractor.
1.10 ARTICLE 9 • PAYMENTS AND COMPLETION
A. Add the following paragraph 9.3.1.3.
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DOCUMENT SC-8
1.11
.3 The first payment application shall be accompanied by Contractor's partial waiver of
lien only, for the full amount of the payment. Each subsequent monthly payment
application shall be accompanied by the Contractor's partial waiver and by the partial
waivers of Subcontractors and Suppliers who were Included in the immediately preceding
payment application to the extent of that payment. Application for final payment shall be
accompanied by final waivers of lien from the Contractor, Subcontractor and Suppliers
who have not previously furnished such final waivers.
B. Change paragraph 9.4.1 to read as follows:
9.4.1 The Architect will, within seven days after receipt of the Contractor's Application for
Payment, either issue to the Owner a Certificate for Payment, with a copy to the Contractor, for
such amount as the Architect determines is properly due, or notify the Contractor and Owner in
writing of the Architect's reasons for withholding certification in whole or in part as provided in
Subparagraph 9.5.1. Nothing herein shall be construed as requiring the Architect to
reduce the retainage to be applied to payment applications. All certifications and
payments, Including those pursuant to a pending claim, shall be tentative and conditional
and it shall not be necessary for the Architect to make any statement to this effect.
C. Add paragraph 9.4.2.1:
9.4.2.1 The Architect's determination as to the issuance of or withholding of or the
amount of payment reflected on Certificates of Payment shall subject the Architect to no
liability whatsoever to the Owner, Contractor, Surety, or any other person.
D. Change paragraph 9.6.1 to read as follows:
9.6.1 The Owner shall make partial payments to the Contractor within 30 days after the
Owner has received a Certificate for Payment from the Architect. To insure proper
performance of the Contract, the Owner will retain 5% of each payment amount or such
larger amount as will insure that there always remains a sufficient balance to complete
the work, such retainage to be held until Final Acceptance of Work and shall so notify the
Architect. Payment in the fflappeF and within the tiffle PFevided in the GentFaet DeeumeRts, and
shall so Petify the AFehiteat.
Change paragraph 9.8.4 to read as follows:
When the Work or designated portion thereof is substantially complete, the Architect will prepare
a Certificate of substantial Completion that shall establish the date of Substantial Completion,
shall establish responsibilities of the Owner and contractor for security, maintenance, heat,
utilities, damage to the Work, and insurance, and shall fix the time within which the contractor
shall finish all items on the list accompanying the Certificate.
F. Add paragraph 9.10.6:
9.10.6 Notwithstanding any provision to the contrary In this Contract, final payment of the
retainage due the Contractor will be made not earlier than 31 days from the final
acceptance of the work by the Owner, subject to the conditions and In accordance with
the provisions of Chapter 573 of the Code of Iowa (2009), as amended.
G. Add paragraph 9.10.7:
9.10.7 Warranties required by the Contract Documents, including those stated in the
performance and payment bond, shall commence on the date of final, formal acceptance
of the work by the City.
,I
ARTICLE 10 - PROTECTION OF PERSONS AND PROPERTY l
A. Add paragraph 10.1.1:
1. The Contractor will provide Material Safety Data Sheets (MSDSSj '.for, all hazardous
SUPPLEMENTARY CONDITIONS
DOCUMENT SC -9
chemicals or materials that will be at the job site. The Material Safety Data Sheets will be
submitted to the Owner prior to the start of construction and supplemented as necessary
throughout the project. This data is being provided for informational purposes only and
does not relieve the contractor of any obligations for compliance with applicable OSHA and
State laws regarding hazardous chemicals and right -to -know.
B. Change paragraph 10.2.4 to read as follows:
1. When use or storage of explosives or other hazardous materials or equipment or unusual
methods are necessary for the execution of the Work, the Contractor shall give the Owner
reasonable advance notice and shall exercise utmost care and carry on such activities under
supervision of properly qualified personnel.
C. Add paragraph 10.2.9:
10.2.9 When required by law or for the safety of the Work, the Contractor shall shore up,
brace, underpin and protect foundations and other portions of existing structures which
are in any way affected by the Work. The Contractor, before commencement of any part
of the Work, shall give any notices required to be given to adjoining landowners or other
parties. The Owner shall be notified once these notices have been served and before the
work is performed.
1.12 ARTICLE 11 - INSURANCE AND BONDS
A. Change paragraph 11.1.1.5 to read as follows:
.5 claims for damages, other than to the Work itself, because of injury to or destruction of
tangible property, including explosion, collapse and damage to underground utilities and
loss of use resulting therefrom;
B. Change paragraph 11. 1.2 to read as follows:
11. 1.2 The insurance required by Subparagraph 11.1.1 shall be written for not less than limits of
liability specified in the Contract Documents or required by law, whichever coverage is greater.
Coverage whetheK shall be written on an occurrence er- Maims Made basis and shall be
maintained without interruption from the date of commencement of the Work until the date of
final payment and termination of any coverage required to be maintained after final payment,
and, with respect to the contractor's completed operations coverage, until the expiration of the
period, for correction of Work or for such other period for maintenance of completed operations
coverage as specified in the Contract Documents.
C. Change paragraph 11.1.3 to read as follows:
11.1 �3-Certiflcates of Insurance acceptable to the Owner shall be filed with the Owner prior to
commencement of the Work and thereafter upon renewal or replacement of each required policy
of insurance. The name, address and phone number of the Insurance company and agent
must accompany the certificate. The liability limits required hereunder must apply to this
Project only. These certificates and the insurance policies required by this Section 11.1 shall
contain a provision that coverages afforded under the policies will not be canceled or allowed to
expire until at least 30 days' prior written notice has been given to the Owner. An additional
certificate evidencing continuation of liability coverage, including coverage for completed
operations, shall be submitted upon final Application for Payment as required by Section 9.10.2 and
thereafter upon renewal or replacement of such coverage until the expiration of the time required by
Section 11.1.2. Information concerning reduction of coverage on account of revised limits or claims
paid under the General Aggregate, or both, shall be furnished by the Contractor with reasonable
promptness.
D. Delete paragraph 11.1.4 in its entirety and add the following paragraphs 11.1.4 through 11.1.14:
11.1.4 Any policy or policies of insurance purchased by the Contractor to satisfy his /her
responsibilities under this contract shall include contractual liability coverage, and shall be
SUPPLEMENTARY CONDITIONS
DOCUMENT SC -10
in the following type and minimum amounts:
Type of Coverage
Comprehensive General Liability
Bodily injury & Property Damage`
Automobile Liability
Bodily Injury & Property Damage
Excess Liability
Employer's Liability
Each Accident
Each Employee
Policy Limit
Professional Liability (if applicable)
Each Occurrence Aggregate
$1,000,000
$2,000,000
Combined Single Limit
$1,000,000
e
$1,000,000
$1,000,090,,
La
$500,000
$500,000
$500,000
.,
$1,000,000
$1,000,000
Worker's Compensation Insurance as required by Chapter 85, Code of Iowa.
Property Damage liability insurance must provide explosion, collapse and underground coverage.
Comprehensive General Liability using Insurance Services Office CG0001 or equivalent, shall include
Contractual, Premises & Operations, Products & Completed Operations, Independent Contractors,
Personal & Advertising Injury coverages, and Aggregate Limits of Insurance (Per Project)
endorsement.
Automobile Liability shall include all owned, non -owned and hired autos and also coverage for
Contractual Liability.
Excess Liability shall provide no less than following form coverage to the primary underlying policies.
Workers Compensation shall include the Alternative Employer and Waiver of Subrogation
endorsements in favor of the Owner.
Professional Liability, if applicable: Tthe Contractor shall procure and maintain, during the life of this
Agreement, Professional Errors and Omissions Liability Insurance. The Contractor will notify the
Owner if claims made erode the policy limits below those required above.
All liability policies above, except for Workers Compensation and Professional Liability, shall include
the Owner's Governmental Immunities Endorsement. [See attached].
11.1.5 The City requires that the Contractor's Insurance carrier be A rated or better by
A.M. Best. In addition, the Contractor shall be required to comply with the following
provisions with respect to Insurance coverage:
11.1.6The entire amount of Contractor's liability insurance policy coverage limits,
Identified In the policy and in the Certificate of Insurance, must, under the policy, be
available to pay damages for which the insured Contractor becomes liable, or for which
the insured assumes liability under the indemnity agreement herein contained, and such
coverage amount shall not be subject to reduction or set off by virtue of investigation or
defense costs incurred by Contractor's insurer.
11.1.7 The entire amount of the Contractor's liability Insurance policy coverage limits
shall be payable by the Contractor's Insurer, with no deductible to be paid by, or
self - insured retention to be attributed to, the Contractor unless this requirement is waived
by the City. Contractor's Certificate of Insurance must set forth the nature and amount of
any such deductible or self - insured retention.
SUPPLEMENTARY CONDITIONS
DOCUMENT SC -11
11.1.81f Contractor's liability insurance coverage is subject to any special exclusions or
limitations not common to the type of coverage being provided, such exclusions or
limitations shall be noted on the Certificate of Insurance and copies of such shall be
attached thereto.
11. 1.9 The Contractor shall Include the City as additional insured on all policies except
workers compensation. The Contractor shall include the Owner (City of Iowa City,
including its employees, agents and assigns) as additional insured on all policies, except
worker's compensation and professional liability. Such additional Insured
endorsement(s) shall make the Contractor's liability insurance primary to the Owner's
and, furthermore, shall not be contributing with any other Insurance or similar protection
available to the Owner, whether such available protection be primary, contributing or
excess. Owner shall be an Additional Insured with repect to all required aforementioned
coverages, which shall be stated on all Certificates of Insurance. Such Certificates shall
also state that the Governmental Immunities Endorsement (see attached) apply and said
endorsements shall be attached thereto.
The Contractor shall require any of Its agents and subcontractors who perform work
and /or services pursuant to the provisions of this Agreement to purchase and maintain
the same types of Insurance as are required of the Contractor.
11.1.10 The City prefers that Contractor provide it with "occurrence form" liability
insurance coverage. If Contractor can only provide "claims-made" insurance coverage, then
the Contractor must comply with the following requirements:
A. If the Contractor changes insurance carriers, or if Contractor's insurance
coverage is canceled, during the contract period or within two years after City's
acceptance of the work, Contractor agrees to immediately notify the City of such
event.
B. If Contractor's insurance is canceled or is allowed to lapse during said period,
Contractor shall be required to obtain replacement Insurance coverage to fulfill
its obligation hereunder.
C. If, during said period, Contractor voluntarily changes Insurance carriers or Is
required to obtain replacement coverage from another carrier, Contractor shall
either (1) purchase "tail" coverage from its first carrier effective for a minimum of
two years after City Council acceptance of the work, or (2) purchase "prior acts"
insurance coverage from its new carrier, covering prior acts during the period of
this Contract from and after Its Inception.
D. "Tail" or "prior acts" coverage so provided shall have the same coverage, with
the same limits, as the insurance specified In this Contract, and shall not be
subject to any further limitations or exclusions, or have a higher deductible or
self - Insured retention than the Insurance which It replaces
11.1.11 The City reserves the right to waive any of the Insurance requirements herein
provided. The City also reserves the right to reject Contractor's insurance if not in
compliance with the requirements herein provided, and on that basis to either award the
contract to the next low bidder, or declare a default and seek specific performance or
termination, as the case may be.
11.1.12 In the event that any of the policies of insurance or insurance coverage
identified on Contractor's Certificate of Insurance are canceled or modified, or in the
event that Contractor incurs liability losses, either due to activities under this Contract, or
SUPPLEMENTARY CONDITIONS
DOCUMENT SC -12
due to other activities not under this Contract but covered by the same Insurance, and
such losses exhaust the aggregate limits of Contractor's liability insurance, then in that
event the City may in its discretion either suspend Contractor's operations or activities
under this Contract, or terminate this Contract, and withhold payment for work performed
on the Contract.
11.1.13 In the event that any of the policies or insurance coverage Identified on
Contractor's Certificate of Insurance are canceled or modified, then In that event the City
may in Its discretion either suspend Contractor's operations or activities under this
Contract, or terminate this Contract, and withhold payment for work performed on the
Contract.
11.1.14 Contractor shall be responsible for any deductible amounts; including but
not limited to the owner's deductible on the owner's builder's risk.
E. Delete paragraphs 11.3 in its entirety and add paragraphs 11.3 as follows
11.3 PROPERTY INSURANCE
11.3.1 OWNER shall purchase and maintain property insurance upon the Work at the Site
in the amount of the full replacement cost thereof (subject to such deductible amounts as
may be provided In the Supplementary Conditions or required by Laws and Regulations).
This Insurance shall:
.1 include the interests of OWNER, CONTRACTOR, Subcontractors, Owner's
Engineering Consultants, and any other individuals or entities identified In the
Supplementary Conditions, and the officers, directors, partners, employees, agents, and
other consultants and subcontractors of each and any of them, each of whom is deemed
to have an Insurable interest and shall be listed as an additional insured;
.2 be written on a Builder's Risk "all -risk" or open peril or special causes of loss
policy form that shall at least include insurance for physical loss or damage to the Work,
temporary buildings, false work, and materials and equipment in transit and shall insure
against at least the following perils or causes of loss: fire, lightning, extended coverage,
theft, vandalism and malicious mischief, earthquake, collapse, debris removal, water
damage, and such other perils or causes of loss as may be specifically required by the
Supplementary Conditions;
.3 include expenses incurred in the repair or replacement of any insured property;
.4 include $100,000 for materials and equipment stored at the Site or at another
location that was agreed to in writing by OWNER prior to being Incorporated in the Work,
provided that such materials and equipment have been Included in an Application for
Payment recommended by OWNER;
.5 allow for partial utilization of the Work by OWNER;
.6 include testing and startup; and
.7 be maintained In effect until final payment is made.
.8 Such coverage shall not include coverage for loses or damage caused
by the negligent acts or omissions of Contractor or Subcontractors, or for damage to
material or equipment while under the control of or stored by Contractor prior to
installation or prior to Inclusion of such material or equipment; In construction.
Contractor shall maintain appropriate insurance for such risks or occurrences
SUPPLEMENTARY CONDITIONS
DOCUMENT SC -13
11.3.2 OWNER shall purchase and maintain such boiler and machinery insurance which
shall specifically cover such insured objects or additional property insurance as may be
required by Laws and Regulations which will include the Interests of OWNER,
CONTRACTOR, Subcontractors, OWNER's Engineering Consultants, and any other
Individuals or entitles identified in the Supplementary Conditions, each of whom is
deemed to have an insurable interest and shall be listed as an insured or additional
insured.
11.3.3A11 the policies of insurance (and the certificates or other evidence thereof)
required to be purchased and maintained in accordance with paragraph 5.06 will contain
a provision or endorsement that the coverage afforded will not be canceled or materially
changed or renewal refused until at least 30 days prior written notice has been given to
OWNER and CONTRACTOR and to each other additional insured to whom a certificate of
Insurance has been issued and will contain waiver provisions.
11.3.5 If CONTRACTOR requests in writing that other special insurance be included in the
property insurance policies provided under paragraph 5.06, OWNER shall, if possible,
include such insurance, and the cost thereof will be charged to CONTRACTOR by
appropriate Change Order or Written Amendment. Prior to commencement of the Work at
the Site, OWNER shall in writing advise CONTRACTOR whether or not such other
insurance has been procured by OWNER.
Delete section 11.4 in its entirety and add paragraph 11.4 to read as follows:
11.4.1 The Contractor shall furnish a Performance Bond and Labor and Material Payment
Bond from a surety using the form included In the Contract Documents, each in an
amount equal to the Contract Price. Cost of such Bonds shall be included in the base
bid. Each alternative bid shall include the additional Bond cost. Contractor shall deliver
the required Bonds to the Owner prior to the signing of the Agreement.
.1 The Performance, Labor and Material Bond shall be executed In conformity with the
American Institute of Architect's Document A -312 (1984 Edition), with coverage provided
by a surety having a financial rating from A.M. Best of A, Vll or higher.
.2 Whenever the Contractor shall be and is declared by the Owner to be in default
under the Contract, the Surety and Contractor are each responsible to make full payment
to the Owner for any and all additional services of the Architect as defined in the
Owner /Architect Agreement which are required as a result or the Contractor's default and
in protecting the Owner's right under the agreement with the Contractor to remedy the
Contractor's default or honor the terms of the Performance Bond.
.3 These Bonds shall be maintained by the Contractor and shall remain in full force
and effect until final acceptance of the Work by the Owner. The Contractor agrees and
will cause the Surety to agree to be bound by each and every provision of all the Contract
Documents.
.4 The Surety shall give written notice to Owner, within seven (7) days after receipt of
a declaration of default, of the Surety's election either to remedy the default or defaults
promptly or to perform the work promptly or to pay to Owner the penal sum of the bond,
time being of the essence. In said notice or election, the Surety shall indicate the date on
which the remedy or performance will commence, and it shall then be the duty of the
Surety to give prompt notice In writing to Owner immediately upon completion of (a) the
remeflyand /or correction of each default, (b) the remedy and /or correction of each
omit(gd Item of work, (c) the furnishing of each omitted item of work, and (d) the
C ;'perfdr`tr(ance of the work. The Surety shall not assert solvency of its Principal or Its
Prin¢Ipai's denial of default as justification for its failure to promptly remedy the default
or defaults or perform the work.
SUPPLEMENTARY CONDITIONS
v DOCUMENT SC -14
.5 The Principal and Surety further agree as part of this obligation to pay all such
damages of any kind to person or property that may result from a failure In any respect to
perform and complete the Work Including, but not limited to, all repair and replacement
costs necessary to rectify construction error, architectural and engineering costs and
fees, all consultant fees, all testing and laboratory fees, and all legal fees and litigation
costs Incurred by the Owner.
.6 The Surety agrees that other than as is provided In the Bond it may not demand of
the Owner that the Owner shall (a) perform any thing or act, (b) give any notice, (c)
furnish any clerical assistance, (d) render any service, (e) furnish any papers or
documents, or (f) take any other action of any nature or description which I$ pot required
of the Owner to be done under the Contract Documents.
11.4.2 Surety shall be satisfactory to the Owner and shall be authorized to do,businesslin
the state of Iowa. '
'j
1.13 ARTICLE 13 - MISCELLANEOUS PROVISIONS
A. Change paragraph 13.1 to read as follows:
13.1 The Contract shall be governed by the laws of the State of Iowa
Pr0jeGt IS laGated except that, If the parties hays el eted arb teat a ag
ll gOVeFR SeGtiE)R 15.4•
B. Change paragraph 13.3.1 to read as follows:
13.3.1 Written notice shall be deemed to have been duly served if delivered in person to the
individual, to a member of the firm or entity or to an officer of the corporation for which it was
intended, or if delivered at OF sent by registered or certified mail to the last business address
known to the party giving notice.
C. Change paragraph 13.5.1 to read as follows:
13.5.1 Tests, inspections and approvals of portions of the Work shall be made as required by the
Contract Documents and by applicable laws, statutes, ordinances, codes, rules, and regulations
or lawful orders of public authorities. Unless otherwise provided, the Contractor shall make
arrangements for such tests, inspections and approvals with an independent testing laboratory or
entity acceptable to the Owner, or with the appropriate public authority, and shall bear all related
costs of tests, inspections and approvals. The Contractor shall give the Architect and Owner
timely notice of when and where tests and Inspections are to be made so the Architect and
Owner may observe such procedures. The Owner shall bear costs of 1) tests, inspections or
approvals that do not become requirements until after bids are received or negotiations
concluded and 2) tests, inspections or approvals where building codes or applicable laws or
regulations prohibit the Owner from delegating their cost to the Contractor. Copies of all
reports, data and other documents related to tests, inspections and approvals shall be
provided to the Architect as soon as practicable.
D. Delete paragraphs 13.7
Add the following Section 13.8:
13.8 The Contractor shall maintain policies of employment as follows:
.1 The Contractor and the Contractor's subcontractors shall not discriminate against
any employee or applicant for employment because of race, religion, color, sex, age,
disability or national origin or otherwise as may be required by local or state ordinance.
The Contractor shall take affirmative action to insure that applicants are employed, and
that employees are treated during employment without regard to their race, religion,
color, sex, age, disability or national origin or otherwise as may be required by local or
state ordinance. Such action shall include, but not be limited to, the following:
SUPPLEMENTARY CONDITIONS
DOCUMENT SC•15
employment, upgrading, demotion or transfer; recruitment or recruitment advertising;
layoff or termination; rates of pay or other forms of compensation; and selection for
training, including apprenticeship. The contractor agrees to post in conspicuous places,
available to employees and applicants for employment, notices setting forth the policies
of non-discrimination.
.2 The Contractor and the Contractor's subcontractors shall, in all solicitations or
advertisements for employees placed by them or on their behalf, state that all qualified
applicants will receive consideration for employment without regard to race, religion,
color, sex, age, disability or national origin or otherwise as may be required by local or
state ordinance
Add the following Section 13.9:
13.9 The Contractor shall maintain CONTRACT COMPLIANCE PROGRAM (ANTI
DISCRIMINATION REQUIREMENTS) for all contracts of $25,000 or more, the Contractor shall
abide by the requirements of the City's Contract Compliance Program, which Is included with
these Specifications beginning on page CC-1.
1.14 ARTICLE 14 - TERMINATION OR SUSPENSION OF THE CONTRACT
A. Add the following paragraph 14.2.1.5:
.5 falls or refuses to provide insurance or proof of insurance as required by the
Contract Documents.
B. Change paragraph 14.2.4 to read as follows:
14.2.4 If the unpaid balance of the Contract Sum exceeds costs of finishing the Work, including
compensation for the Architect's services and expenses made necessary thereby, and other
damages Incurred by the Owner and not expressly waived, such excess shall be paid to the
Contractor. If such costs exceed the unpaid balance, the Contractor shall pay the difference to
the Owner. The amount to be paid to the Contractor or Owner, as the case may be, shall be
:- ,cortifi @d. by the Initial Decision Maker, upon application, and this obligation for payment shall
-- survive -termination of the Contract. The Contractor shall bear all testing, engineering,
accounting, and legal expenses made necessary as a result of termination of the
Contract.
1.15 ARTICLE 15- CLAIMS AND DISPUTES
A. Change paragraphs 15.1.1 through 15.1.3 to read as follows:
15.1.1 Definition. A Claim is a demand or assertion by one of the parties seeking, as a matter of
right, payment of money, or other similar relief with respect to the administration terms of the
Contract during the performance of the Work. The term "Claim" also includes other disputes
and matters in question between the Owner and Contractor arising out of or relating to the
Contract. The responsibility to substantiate Claims shall rest with the party making the Claim.
Nothing in this Article Is Intended to limit claims by the Owner related to the performance
of or quality of the Work.
15.1.2 Notice of Claims. Claims by either the Owner or Contractor must be initiated by written
notice to the other party and to the Initial Decision Maker with a copy sent to the Architect if the
Architect is not serving as the Initial Decision Maker. Claims by either party must be initiated
within 21 days after occurrence of the event giving rise to such Claim or within 21 days after the
claimant first recognizes the condition giving rise to the Claim, whichever is later. An additional
Claim relating to the same subject matter made after the Initial Claim has been
implemented by Change Order will not be considered and is deemed waived by the
Contractor. unless submit,. ed in a- timely - manner:
15.1.3 Continuing Contract Performance. Pending final resolution of a Claim, except as
otherwise agreed in writing or as provided in Section 9.7 and Article 14, the Contractor shall
SUPPLEMENTARY CONDITIONS
DOCUMENT SC-16
proceed diligently with performance of the Contract and the Owner shall continue to make
payments for sums not in dispute in accordance with the Contract Documents. The Architect
will prepare Change Orders and issue Certificates for Payment in accordance with the decisions
of the Initial Decision Maker,
B. Change paragraph 15.2.5 to read as follows:
15.2.5 The Initial Decision Maker will render an initial decision approving or rejecting the claim,
or indicating that the Initial Decision Maker is unable to resolve the claim. This initial decision
shall 1) be in writing, 2) state the reasons therefore, and 3) notify the parties and the Architect, if
the Architect is not serving as the Initial Decision Maker, of any change in the Contract Sum or
Contract Time or both. The- appreval AF rejection at a Claim by the4pitiaf-cleeisien-61)a4l be_final
and binding oR the parties but jest to raedlatie
through mediation, to bindla5 dispute resolution arbitratien.
C. Delete paragraphs 15.2.6 and 15.2.6.1 in their entirety.
D. Delete Section 15.3 MEDIATION in its entirety.
E. Delete Section 15.4 ARBITRATION in its entirety.
Add the following paragraph 15.5 to read as follows:
15.5 The Owner and Contractor may exercise such rights or remedies as either may
otherwise have under the Contract Documents or by Laws or Regulations in respect of
any dispute. Disputes shall be resolved by legal or equitable proceedings In a court of
appropriate jurisdiction. Under no circumstances shall binding arbitration be required as
to any dispute arising between the Parties or under the Contract Documents.
END OF DOCUMENT 00800
SUPPLEMENTARY CONDITIONS
DOCUMENT SC -17
RESTRICTION ON NON- RESIDENT BIDDING ON NON - FEDERAL -AID PROJECTS
PROJECT NAME:
TYPE OF WORK:
DATE OF LETTING:
A resident bidder shall be allowed a preference as against a non - resident bidder from a state or
foreign country which gives or requires a preference to bidders from that state or foreign country.
That preference is equal to the preference given or required by the state or foreign country in
which the non - resident bidder is a resident. "Resident bidder' is defined as a person authorized to
transact business in this state and having a place of business within the state, and has conducted
business for at least six months prior to the first advertisement for the public improvement. In the
case of a corporation, the above requirements apply as well as the requirement that the
corporation have at least fifty percent of its common stock owned by residents of this state.
This qualification as resident bidder shall be maintained by the bidder and his /her contractors and
subcontractors at the work site until the project is completed.
I hereby certify that the undersigned is a resident bidder as defined above and will remain such
from the start of the project until its completion.
COMPANY NAME:
CORPORATE OFFICER:
TITLE:
DATE:
R -1
DOCUMENT 00 0005
CERTIFICATIONS PAGE
END OF DOCUMENT 00 0005
Robert A. Lee Recreation Center Improvements - East Entry Remodeling Project 110355 -0
Certifications Page 000005-1
I hereby certify that the portion of this technical submission described
below was prepared by me or under my direct supervision and
{
responsible charge. I am a duly Registered Architect under the laws
�S. SEAeQ
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of the State
nature: Aq40100 Si Date: �Z
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W r JAKEJ. y
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Name: Mark T. Seabold
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Registration Expires: i
DOCUMENT 00 0010
TECHNICAL SPECIFICATIONS TABLE OF CONTENTS
000010 TABLE OF CONTENTS
000015 LIST OF DRAWINGS
TECHNICAL SPECIFICATIONS
DIVISION 1- GENERAL REQUIREMENTS
011100
SUMMARY
01 5000
TEMPORARY FACILITIES AND CONTROLS
017329
CUTTING AND PATCHING
017700
CONTRACT CLOSEOUT
01 7823
OPERATION AND MAINTENANCE DATA
017839
PROJECT RECORD DOCUMENTS
DIVISION 2 - EXISTING CONDITIONS
024113 SELECTIVE SITE DEMOLITION
DIVISION 3 — CONCRETE
033000 CAST -IN -PLACE CONCRETE
DIVISION 5 — METALS
055100 METAL RAILINGS
DIVISION 26 — ELECTRICAL
260100 BASIC ELECTRICAL MATERIALS AND METHODS
260519 CONDUCTORS AND CABLES
260526 GROUNDING
260533 CONDUIT AND RACEWAY
26 0533.01 PULL AND JUNCTION BOXES
265600 INTERIOR LIGHTING
DIVISION 32 - EXTERIOR IMPROVEMENTS
32 1116 AGGREGATE SUBBASE COURSES
32 1216 BITUMINOUS CONCRETE PAVEMENT
32 1723 PAINTED PAVEMENT MARKINGS
END OF DOCUMENT 00 0010
Robert A. Lee Recreation Center Improvements - East Entry Remodeling Project 110355 -0
Technical Specifications Table of Contents 000010-1
SECTION 00 0015
LIST OF DRAWINGS
GENERAL
G0.00 COVER SHEET
STRUCTURAL
51.01 DEMOLITION PLAN, FOUNDATION PLAN, GRADING PLAN, NOTES
S5.01 STRUCTURAL DETAILS
ARCHITECTURAL
A1.02 PLAN —EAST ENTRY, ELEVATIONS, DETAILS, KEYNOTES
A2.01 ENLARGED PLAN, GUARDRAIL ELEVATIONS, KEYNOTES
A2.02 ELEVATIONS, ENLARGED ELEVATIONS, KEYNOTES
ELECTRICAL
131.01 GROUND FLOOR PLAN, ELECTRICAL PLAN
END OF SECTION 00 0015
c7 v-
!1
c a.�
Robert A. Lee Recreation Center Improvements - East Entry Remodeling Project 110355 -0
List of Drawings 000015-1
Division 01
Division 01
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G
u
Fri
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Division 01
SECTION 011100
SUNINIARY OF WORK
PARTI - GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Work covered by the Contract Documents.
2. Type of the Contract.
3. Use of premises.
4. Owner's occupancy requirements.
5. Work restrictions.
1.2 WORK COVERED BY CONTRACT DOCUMENTS
A. Project Identification:
1. Project Location: Robert A. Lee Recreation Center
220 South Gilbert Street
Iowa City, Iowa f -
B. Owner: City of Iowa City
I. Owner's Representative: Kumi Morris
C. Architect/Engineer: Shive- Hattery, Inc.
D. The Work consists of the removal of the east entrance ramp, stairs, concrete and steel divider. A new
lower patio will be constructed to the south of the existing patio and will feature a bike rack, new
light poles, integrated concrete planters and a curb. The existing upper patio will remain, overlaid
with new concrete pavers and connected to the lower patio via a new set of steps. A new ramp will
be constructed along the existing upper patio with a new guardrail between the upper patio and new
ramp. The existing dock wall will extend to the edge of the new ramp thereby increasing the size of
the loading dock. Traffic in the lane adjacent to the building will be officially designated as One Way
traffic. ADA parking will be adjusted and include an access aisle.
1.3 TYPE OF CONTRACT
A. Project will be constructed under a single prime contract.
1.4 DISPOSAL OF MATERIALS
A. It is the responsibility of the contractor to properly dispose of all materials following all City, State
and Federal regulations and guidelines.
B. Accountability and records of the disposal of materials will be the contractors responsibility to
maintain, and must be submitted before the final acceptance of the project.
Robert A. Lee Recreation Center Improvements — East Entry Remodeling Project 110355 -0
Summary of Work 011100 -1
SECTION 011100
SUMMARY OF WORK
1.5 USE OF PREMISES
A. General: Contractor shall have limited use of premises for construction operations as indicated on
Drawings by the Contract limits.
B. Use of Existing Building: Maintain existing building in a weather -tight condition throughout
construction period. Repair damage caused by construction operations. Protect building and its
occupants during construction period.
1.6 OWNER'S OCCUPANCY REQUIREMENTS
A. Full Owner Occupancy: Owner will occupy the building during entire construction period.
Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner
usage. Perform the Work so as not to interfere with Owner's day -to -day operations. Maintain
existing exits, unless otherwise indicated.
1. Maintain access to existing walkways, corridors, and other adjacent occupied or used
facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities
without written permission from Owner and authorities having jurisdiction.
2. Provide not less than 72 hours' notice to Owner of activities that will affect Owner's
operations.
1.7 WORK RESTRICTIONS
A. On -Site Work Hours: Work shall be generally performed inside the existing building during normal
business working hours of 8:00 a.m. to 5:00 p.m., Monday through Friday, except otherwise
indicated.
1. Weekend or after hours: Contractor to provide Owner with notice prior to the weekend of
proposed work.
B. Existing Utility Interruptions: 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:
-- 1. Notify Owner and Engineer not less than seven (7) days in advance of proposed utility
interruptions.
2. Do not proceed with utility interruptions without Owner's written permission.
END OF SECTION 011100
Robert A. Lee Recreation Center Improvements — East Entry Remodeling Project 110355 -0
Summary of Work 011100-2
SECTION 015000
TEMPORARY FACILITIES AND CONTROLS
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes requirements for temporary utilities, support facilities, and security and
protection facilities.
1.2 DEFINITIONS
A. Permanent Enclosure: As determined by Architect, permanent or temporary roofing is complete,
insulated, and weather-tight; exterior walls are insulated and weather- tight; and all openings are
closed with permanent construction or substantial temporary closures.
1.3 SUBMITTALS
A. Site Plan: Show temporary facilities, utility hookups, staging areas, and parking areas for
construction personnel.
1.4 QUALITY ASSURANCE
A. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspect each temporary
utility before use. Obtain required certifications and permits.
1.5 PROJECT CONDITIONS
A. Temporary Use of Permanent Facilities: Installer of each permanent service shall assume
responsibility for operation, maintenance, and protection of each permanent service during its use as a
construction facility before Owner's acceptance, regardless of previously assigned;esponsibilities.
PART 2 - PRODUCTS `r
NOT USED !
C.
g� r L.
PART 3 - EXECUTION
3.1 INSTALLATION, GENERAL
A. Locate facilities where they will serve Project adequately and result in minimum interference with
performance of the Work. Relocate and modify facilities as required by progress of the Work.
B. Provide each facility ready for use when needed to avoid delay. Do not remove until facilities are no
longer needed or are replaced by authorized use of completed permanent facilities.
3.2 TEMPORARY UTILITY INSTALLATION
A. Water Service: Use of Owners existing water service facilities will be permitted, as long as facilities
are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion, restore
these facilities to condition existing before initial use.
Robert A. Lee Recreation Center Improvements - East Entry Remodeling Project 110355 -0
Temporary Facilities & Controls 015000 -1
SECTION 015000
TEMPORARY FACILITIES AND CONTROLS
B. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking water for use of
construction personnel. Comply with authorities having jurisdiction for type, number, location,
operation, and maintenance of fixtures and facilities.
1. Toilets: Use of Owner's existing toilet facilities will be permitted, as long as facilities are
cleaned and maintained in a condition acceptable to Owner. At Substantial Completion,
restore these facilities to condition existing before initial use.
C. Electric Power Service: Use of Owners existing electric power service will be permitted, as long as
equipment is maintained in a condition acceptable to Owner.
3.3 SUPPORT FACILITIES INSTALLATION
A. Parking: Use designated areas of Owner's existing parking areas for construction personnel.
END OF SECTION 015000
Robert A. Lee Recreation Center Improvements - East Entry Remodeling Project 110355 -0
Temporary Facilities & Controls 015000-2
SECTION 017329
CUTTING AND PATCHING
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes procedural requirements for cutting and patching.
L2 DEFINITIONS
A. Cutting: Removal of in -place construction necessary to permit installation or performance of other
Work.
B. Patching: Fitting and repair work required to restore surfaces to original conditions after installation
of other Work.
1.3 QUALITY ASSURANCE
A. Structural Elements: Do not cut and patch structural elements in a manner that could change their
load- carrying capacity or load- deflection ratio.
B. Operational Elements: Do not cut and patch operating elements and related components in a manner
that results in reducing their capacity to perform as intended or that results in increased maintenance
or decreased operational life or safety. Operating elements include the following:
Exterior Lighting.
2. Air or smoke barriers.
3. Electrical wiring systems.
C. Miscellaneous Elements: Do not cut and patch miscellaneous elements or related components in a
manner that could change their load - carrying capacity, that results in reducing their capacity to
perform as intended, or that results in increased maintenance or decreased operational life or safety.
Miscellaneous elements include the following:
U
.,
L Water, moisture, or vapor barriers. ; ? r •� �' r- ,
2. Membranes and flashings.
3. Exterior curtain -wall construction.
D. Visual Requirements: Do not cut and patch construction in a manner that results in visual evidence of
cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces
in a manner that would, in Architect's opinion, reduce the building's aesthetic qualities. Remove and
replace construction that has been cut and patched in a visually unsatisfactory manner.
E. Cutting and Patching Conference: Before proceeding, meet at Project site with parties involved in
cutting and patching, including mechanical and electrical trades. Review areas of potential
interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding.
Robert A. Lee Recreation Center Improvements — East Entry Remodeling Project 110355 -0
Cutting & Patching 017329 -1
SECTION 017329
CUTTING AND PATCHING
1.4 WARRANTY
A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged
during cutting and patching operations, by methods and with materials so as not to void existing
warranties.
PART2- PRODUCTS
2.1 MATERIALS
A. General: Comply with requirements specified in other Sections.
B. In -Place Materials: Use materials identical to in -place materials. For exposed surfaces, use materials
that visually match in -place adjacent surfaces to the fullest extent possible.
1. If identical materials are unavailable or cannot be used, use materials that, when installed,
will match the visual and functional performance of in -place materials.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be
performed.
I. Compatibility: Before patching, verify compatibility with and suitability of substrates,
including compatibility with in -place finishes or primers.
2: " Proceed with installation only after unsafe or unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Temporary Support: Provide temporary support of Work to be cut.
Bti ' Protection: Protect in -place construction during cutting and patching to prevent damage. Provide
protection from adverse weather conditions for portions of Project that might be exposed during
cutting and patching operations.
C. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of free passage to
adjoining areas.
D. Existing Utility Services and Mechanical/Electrical Systems: Where existing services/systems are
required to be removed, relocated, or abandoned, bypass such services /systems before cutting to
minimize interruption to occupied areas.
3.3 PERFORMANCE
A. General: Employ skilled workers to perform cutting and patching. Proceed with cutting and patching
at the earliest feasible time, and complete without delay.
Robert A. Lee Recreation Center Improvements — East Entry Remodeling Project 110355 -0
Cutting & Patching 017329 -2
SECTION 017329
CUTTING AND PATCHING
Cut in -place construction to provide for installation of other components or performance of
other construction, and subsequently patch as required to restore surfaces to their original
condition.
B. Cutting: Cut in -place construction by sawing, drilling, breaking, chipping, grinding, and similar
operations, including excavation, using methods least likely to damage elements retained or adjoining
construction. If possible, review proposed procedures with original Installer; comply with original
Installer's written recommendations.
1. In general, use hand or small power tools designed for sawing and grinding, not hammering
and chopping. Cut holes and slots as small as possible, neatly to size required, and with
minimum disturbance of adjacent surfaces. Temporarily cover openings when not in use.
2. Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces.
3. Concrete or Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond -
core drill.
4. Excavating and Back£illing: Comply with requirements in applicable Division 31 Sections
where required by cutting and patching operations.
5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitions to be
removed. Cap, valve, or plug and seal remaining portion of pipe or conduit to prevent
entrance of moisture or other foreign matter after cutting.
6. Proceed with patching after construction operations requiring cutting are complete.
C. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations
following performance of other Work. Patch with durable seams that are as invisible as possible.
Provide materials and comply with installation requirements specified in other Sections.
Inspection: Where feasible, test and inspect patched areas after completion to demonstrate
integrity of installation.
2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration
into retained adjoining construction in a manner that will eliminate evidence of patching and
refinishing.
a. Clean piping, conduit, and similar features before applying paint or other finishing
materials.
b. Restore damaged pipe covering to its original condition.
3. Floors and Walls: Where walls or partitions that are removed extend one finished area into
another, patch and repair floor and wall surfaces in the new space. Provide an even surface of
uniform finish, color, texture, and appearance. Remove in -place floor and wall coverings and
replace with new materials, if necessary, to achieve uniform color and appearance.
Robert A. Lee Recreation Center Improvements — East Entry Remodeling Project 110355 -0
Cutting & Patching 017329 -3
SECTION 017329
CUTTING AND PATCHING
a. Where patching occurs in a painted surface, apply primer and intermediate paint
coats over the patch and apply final paint coat over entire unbroken surface
containing the patch. Provide additional coats until patch blends with adjacent
surfaces.
4. Ceilings: Patch, repair, or rehang in -place ceilings as necessary to provide an even -plane
surface of uniform appearance.
5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a
weather -tight condition.
D. Cleaning: Clean areas and spaces where cutting and patching are performed. Completely remove
paint, mortar, oils, putty, and similar materials.
END OF SECTION 017329
Robert A. Lee Recreation Center Improvements — East Entry Remodeling Project 110355 -0
Cutting & Patching 017329 -4
SECTION 017700
CLOSEOUT PROCEDURES
PARTI- GENERAL
1.1 SUMMARY
A. This Section includes administrative and procedural requirements for contract closeout, including, but
not limited to, the following:
1. Substantial completion.
2. Final completion.
3. Warranties.
:!3
4. Final cleaning.
1.2 SUBSTANTIAL COMPLETION
A. Preliminary Procedures: Before requesting inspection for determining date of Substantial
Completion, complete the following. List items below that are incomplete in request.
1. Prepare a list of items to be completed and corrected (punch list), the value of items on the
list, and reasons why the Work is not complete.
2. Advise Owner of pending insurance changeover requirements.
3. Submit specific warranties, workmanship bonds, maintenance service agreements, final
certifications, and similar documents.
4. Obtain and submit releases permitting Owner unrestricted use of the Work and access to
services and utilities. Include occupancy permits, operating certificates, and similar releases.
5. Prepare and submit Project Record Documents, operation and maintenance manuals, Final
Completion construction photographs, damage or settlement surveys, property surveys, and
similar final record information.
6. Deliver tools, spare parts, extra materials, and similar items to location designated by Owner.
Label with manufacturer's name and model number where applicable.
7. Terminate and remove temporary facilities from Project site, along with mockups,
construction tools, and similar elements.
8. Submit changeover information related to Owner's occupancy, use, operation, and
maintenance.
9. Complete final cleaning requirements, including touchup painting.
10. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual
defects.
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Closeout Procedures 017700 -1
SECTION 017700
CLOSEOUT PROCEDURES
B. Inspection: Submit a smitten request for inspection for Substantial Completion. On receipt of
request, Architect will either proceed with inspection or notify Contractor of unfulfilled requirements.
Architect will prepare the Certificate of Substantial Completion after inspection or will notify
Contractor of items, either on Contractor's list or additional items identified by Architect, that must be
completed or corrected before certificate will be issued.
1. Re- inspection: Request re- inspection when the Work identified in previous inspections as
incomplete is completed or corrected.
2. Results of completed inspection will form the basis of requirements for Final Completion.
1.3 FINAL COMPLETION
A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion,
complete the following:
J. Submit a final Application for Payment according to Division 01 Section "Payment
Procedures."
2 Submit certified copy of Architect's Substantial Completion inspection list of items to be
> completed or corrected (punch list), endorsed and dated by Architect. The certified copy of
the list shall state that each item has been completed or otherwise resolved for acceptance.
3. Submit evidence of final, continuing insurance coverage complying with insurance
requirements.
4. Submit pest- control final inspection report and warranty.
5. Instruct Owner's personnel in operation, adjustment, and maintenance of products,
equipment, and systems.
B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request,
Architect either proceed with inspection or notify Contractor of unfulfilled requirements. Architect
will prepare a final Certificate for Payment after inspection or will notify Contractor of construction
that must be completed or corrected before certificate will be issued.
1. Re- inspection: Request re- inspection when the Work identified in previous inspections as
incomplete is completed or corrected.
1.4 LIST OF INCOMPLETE ITEMS (PUNCH LIST)
A. Preparation: Submit three (3) copies of list. Include name and identification of each space and area
affected by construction operations for incomplete items and items needing correction including, if
necessary, areas disturbed by Contractor that are outside the limits of construction.
Organize list of spaces in sequential order.
2. Organize items applying to each space by major element, including categories for ceiling,
individual walls, floors, equipment, and building systems.
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Closeout Procedures 017700-2
SECTION 017700
CLOSEOUT PROCEDURES
3, Include the following information at the top of each page:
a. Project name
b. Date.
C. Name of Architect.
d. Name of Contractor. _
C. Page number.
1.5 WARRANTIES
A. Submittal Time: Submit written warranties on request of Architect for designated portions of the
Work where commencement of warranties other than date of Substantial Completion is indicated.
B. Organize warranty documents into an orderly sequence based on the table of contents of the Project
Manual.
Bind warranties and bonds in heavy -duty, 3 -ring, vinyl - covered, loose -leaf binders, thickness
as necessary to accommodate contents, and sized to receive 8- 1 /2 -by -11 -inch paper.
2. Provide heavy paper dividers with plastic- covered tabs for each separate warranty. Mark tat
to identify the product or installation. Provide a typed description of the product or
installation, including the name of the product and the name, address, and telephone number
of Installer.
3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES,"
Project name, and name of Contractor.
C. Provide additional copies of each warranty to include in operation and maintenance manuals.
PART2- PRODUCTS
2.1 MATERIALS
A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of
the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or
property or that might damage finished surfaces.
PART 3- EXECUTION
3.1 FINAL CLEANING
A. General: Provide final cleaning. Conduct cleaning and waste- removal operations to comply with
local laws and ordinances and Federal and local environmental and antipollution regulations.
B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. Clean each
surface or unit to condition expected in an average commercial building cleaning and maintenance
program. Comply with manufacturer's written instructions.
Robert A. Lee Recreation Center Improvements - East Entry Remodeling Project 110335 -0
Closeout Procedures 017700 -3
SECTION 017700
CLOSEOUT PROCEDURES
Complete the following cleaning operations before requesting inspection for certification of
Substantial Completion for entire Project or for a portion of Project:
a. Clean Project site, yard, and grounds, in areas disturbed by construction activities,
including landscape development areas, of rubbish, waste material, litter, and other
foreign substances.
b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other
foreign deposits.
C. Rake grounds that are neither planted nor paved to a smooth, even - textured surface.
d. Remove tools, construction equipment, machinery, and surplus material from Project
site.
= e. Remove snow and ice to provide safe access to building.
f. Clean exposed exterior and interior hard - surfaced finishes to a dirt -free condition,
free of stains, films, and similar foreign substances. Avoid disturbing natural
weathering of exterior surfaces. Restore reflective surfaces to their original
condition.
g. Remove debris and surface dust from limited access spaces, including roofs,
plenums, shafts, trenches, equipment vaults, manholes, attics, and similar spaces.
h. Sweep concrete floors broom clean in unoccupied spaces.
i. Vacuum carpet and similar soft surfaces, removing debris and excess nap; shampoo if
visible soil or stains remain.
j. Clean transparent materials, including mirrors and glass in doors and windows.
Remove glazing compounds and other noticeable, vision - obscuring materials.
Replace chipped or broken glass and other damaged transparent materials. Polish
mirrors and glass, taking care not to scratch surfaces.
k. Remove labels that are not permanent.
Touch up and otherwise repair and restore marred, exposed finishes and surfaces.
Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that
already show evidence of repair or restoration.
1) Do not paint over "UL" and similar labels, including mechanical and
electrical nameplates.
M. Wipe surfaces of mechanical and electrical equipment and similar equipment.
Remove excess lubrication, paint and mortar droppings, and other foreign substances.
n. Replace parts subject to unusual operating conditions.
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Closeout Procedures 017700-4
SECTION 017700
CLOSEOUT PROCEDURES
o. Clean plumbing fixtures to a sanitary condition, free of stains, including stains
resulting from water exposure.
P. Replace disposable air filters and clean permanent air filters. Clean exposed surfaces
of diffusers, registers, and grills.
q. Clean ducts, blowers, and coils if units were operated without filters during
construction.
r. Clean light fixtures, lamps, globes, and reflectors to function with full efficiency.
Replace burned -out bulbs, and those noticeably dimmed by hours of use, and
defective and noisy starters in fluorescent and mercury vapor fixtures to comply with
requirements for new fixtures.
S. Leave Project clean and ready for occupancy.
C. Pest Control: Engage an experienced, licensed exterminator to make a final inspection and rid Project
of rodents, insects, and other pests. Prepare a report.
D. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or
excess materials on Owner's property. Do not discharge volatile, harmful, or dangerous materials into
drainage systems. Remove waste materials from Project site and dispose of lawfully.
END OF SECTION 017700
_ c>
Robert A. Lee Recreation Center Improvements - East Entry Remodeling Project 110335 -0
Closeout Procedures 017700 -5
SECTION 017823
OPERATION AND MAINTENANCE DATA
PART1- GENERAL
1.1 SUMMARY
A. This Section includes administrative and procedural requirements for preparing operation and
maintenance manuals, including the following:
1. Operation and maintenance documentation directory.
2. Operation manuals for systems, subsystems, and equipment.
3. Maintenance manuals for the care and maintenance of systems and equipment.
1.2 DEFINITIONS
A. System: An organized collection of parts, equipment, or subsystems united by regular interaction.
B. Subsystem: A portion of a system with characteristics similar to a system.
1.3 SUBMITTALS
A. Submit one (1) copy of each manual in final form at least seven (7) days before final inspection.
Architect will return copy with comments within seven (7) days after final inspection.
1. Corrector modify each manual to comply with Architect's comments. Submit three (3)
copies of each corrected manual within seven (7) days of receipt of Architect's comments.
1.4 COORDINATION
A. Where operation and maintenance documentation includes information on installations by more than
one factory- authorized service representative, assemble and coordinate information furnished by
representatives and prepare manuals.
PART2- PRODUCTS
2.1 OPERATION AND MAINTENANCE DOCUMENTATION DIRECTORY
A. Organization: Include a section in the directory for each of the following!,-)
1. List of documents.
2. List of systems.
3. List of equipment.
4. Table of contents.
B. List of Systems and Subsystems: List systems alphabetically. Include references to operation and
maintenance manuals that contain information about each system.
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SECTION 017823
OPERATION AND NIAINTENANCE DATA
C. List of Equipment: List equipment for each system, organized alphabetically by system. For pieces
of equipment not part of system, list alphabetically in separate list.
D. Tables of Contents: Include a table of contents for each emergency, operation, and maintenance
manual.
E. Identification: In the documentation directory and in each operation and maintenance manual,
identify each system, subsystem, and piece of equipment with same designation used in the Contract
Documents. If no designation exists, assign a designation according to ASHRAE Guideline 4,
"Preparation of Operating and Maintenance Documentation for Building Systems."
2.2 MANUALS, GENERAL
A. Organization: Unless otherwise indicated, organize each manual into a separate section for each
system and subsystem, and a separate section for each piece of equipment not part of a system. Each
manual shall contain the following materials, in the order listed:
Title page.
2. Table of contents.
3. Manual contents.
B. Title Page: Enclose title page in transparent plastic sleeve. Include the following information:
1. Subject matter included in manual.
2. Name and address of Project.
3. Name and address of Owner.
4. Date of submittal.
5. Name, address, and telephone number of Contractor.
6. Name and address of Architect.
7. Cross - reference to related systems in other operation and maintenance manuals.
C. Table of Contents: List each product included in manual, identified by product name, indexed to the
content of the volume, and cross - referenced to Specification Section number in Project Manual.
1. If operation or maintenance documentation requires more than one volume to accommodate
data, include comprehensive table of contents for all volumes in each volume of the set.
D. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by system,
subsystem, and equipment. If possible, assemble instructions for subsystems, equipment, and
components of one system into a single binder.
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SECTION 017823
OPERATION AND MAINTENANCE DATA
Binders: Heavy -duty, 3 -ring, vinyl - covered, loose -leaf binders, in thickness necessary to
accommodate contents, sized to hold 8- 1/2 -by -I I -inch paper; with clear plastic sleeve on
spine to hold label describing contents and with pockets inside covers to hold folded oversize
sheets.
a. If two or more binders are necessary to accommodate data of a system, organize data
in each binder into groupings by subsystem and related components, Cross - reference
other binders if necessary to provide essential information for proper operation or
maintenance of equipment or system.
b. Identify each binder on front and spine, with printed title "OPERATION AND
MAINTENANCE MANUAL," Project title or name, and subject matter of contents.
Indicate volume number for multiple- volume sets.
2. Dividers: Heavy -paper dividers with plastic - covered tabs for each section. Mark each tab to
indicate contents. include typed list of products and major components of equipment
included in the section on each divider, cross - referenced to Specification Section number and
title of Project Manual.
3. Protective Plastic Sleeves: Transparent plastic sleeves designed to enclose diagnostic
software diskettes for computerized electronic equipment.
4. Supplementary Text Prepared on 8- 1 /2 -by -1 l -inch white bond paper.
5. Drawings: Attach reinforced, punched binder tabs on drawings and bind with text.
a. If oversize drawings are necessary, fold drawings to same size as text pages and use
as foldouts.
b. If drawings are too large to be used as foldouts, fold and place drawings in labeled
envelopes and bind envelopes in rear of manual. At appropriate locations in manual,
insert typewritten pages indicating drawing titles, descriptions of contents, and
drawing locations.
2.3 OPERATION MANUALS
A. Content: In addition to requirements in this Section, include operation data required in individual
Specification Sections and the following information:
1. System, subsystem, and equipment descriptions. 11 1
2. Performance and design criteria if Contractor is delegated design, responsibility.
3. Operating standards. = -
o
4. Operating procedures. o =I t
5. Operating logs.
6. Wiring diagrams.
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SECTION 017823
OPERATION AND MAINTENArNCE DATA
7. Control diagrams.
8. Precautions against improper use.
9. License requirements including inspection and renewal dates.
B. Descriptions: Include the following:
I. Product name and model number.
2. Manufacturers name.
3. Equipment identification with serial number of each component.
4... Equipment function.
5 Operating characteristics.
6. Limiting conditions.
7. Perfonnance curves.
8. Engineering data and tests.
9. Complete nomenclature and number of replacement parts.
C. Operating Procedures: Include the following, as applicable:
I. Startup procedures.
2. Equipment or system break -in procedures.
3. Routine and normal operating instructions.
4. Regulation and control procedures.
5. Instructions on stopping.
6. Normal shutdown instructions.
7. Seasonal and weekend operating instructions.
8. Required sequences for electric or electronic systems.
9. Special operating instructions and procedures.
D. Systems and Equipment Controls: Describe the sequence of operation, and diagram controls as
installed.
Robert A. Lee Recreation Center Improvements - East Entry Remodeling Project 110355 -0
Project Record Documents 017823-4
SECTION 017823
OPERATION AND MAINTENANCE DATA
2.5 PRODUCT MAINTENANCE MANUAL
A. Content: Organize manual into a separate section for each product, material, and finish. Include
source information, product information, maintenance procedures, repair materials and sources, and
warranties and bonds, as described below.
B. Source Information: List each product included in manual, identified by product name and arranged
to match manual's table of contents. For each product, list name, address, and telephone number of
Installer or supplier and maintenance service agent, and cross - reference Specification Section number
and title in Project Manual.
C. Product Information: Include the following, as applicable:
1. Product name and model number.
2. Manufacturer's name.
3. Color, pattern, and texture.
4. Material and chemical composition.
5. Reordering information for specially manufactured products.
D. Maintenance Procedures: Include manufacturer's written recwmmendations and the following:
1. Inspection procedures.
2. Types of cleaning agents to be used and methods of cleaning.
3. List of cleaning agents and methods of cleaning detrimental to product.
4. Schedule for routine cleaning and maintenance.
5. Repair instructions.
E. Repair Materials and Sources: Include lists of materials and local sources of materials and related
services.
F. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and
conditions that would affect validity of warranties or bonds.
I. Include procedures to follow and required notifications for warranty claims.
2.6 SYSTEMS AND EQUIPMENT MAINTENANCE MANUAL
A. Content: For each system, subsystem, and piece of equipment not part of a system, include source
information, manufacturers' nmaintenance documentation, maintenance procedures, maintenance and
service schedules, spare parts list and source information, maintenance service contracts, and
warranty and bond information, as described below.
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Project Record Documents 017823 -5
SECTION 017823
OPERATION AND NIAINTENANCE DATA
B. Source Information: List each system, subsystem, and piece of equipment included in manual,
identified by product name and arranged to match manual's table of contents. For each product, list
name, address, and telephone number of Installer or supplier and maintenance service agent, and
cross - reference Specification Section number and title in Project Manual.
C. Manufacturers' Maintenance Documentation: Manufacturers' maintenance documentation including
the following information for each component part or piece of equipment:
1. Standard printed maintenance instructions and bulletins.
2. Drawings, diagrams, and instructions required for maintenance, including disassembly and
component removal, replacement, and assembly.
3 Identification and nomenclature of parts and components.
4.. List of items recommended to be stocked as spare parts.
D. Maintenance Procedures: Include the following information and items that detail essential
maintenance procedures:
1. Test and inspection instructions.
2. Troubleshooting guide.
3. Precautions against improper maintenance.
4. Disassembly; component removal, repair, and replacement; and reassembly instructions.
5. Aligning, adjusting, and checking instructions.
6. Demonstration and training videotape, if available.
E. Maintenance and Service Schedules: Include service and lubrication requirements, list of required
lubricants for equipment, and separate schedules for preventive and routine maintenance and service
with standard time allotment.
1. Scheduled Maintenance and Service: Tabulate actions for daily, weekly, monthly, quarterly,
semiannual, and annual frequencies.
2. Maintenance and Service Record: Include manufacturers' forms for recording maintenance.
F. Spare Pacts List and Source Information: Include lists of replacement and repair parts, with parts
identified and cross- referenced to manufacturers' maintenance documentation and local sources of
maintenance materials and related services.
G. Maintenance Service Contracts: Include copies of maintenance agreements with name and telephone
number of service agent.
H. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and
conditions that would affect validity of warranties or bonds.
Robert A. Lee Recreation Center Improvements - East Entry Remodeling Project 110355 -0
Project Record Documents 017823 -6
SECTION 017823
OPERATION AND MAINTENANCE DATA
1. Include procedures to follow and required notifications for warramay clailm
PART 3 - EXECUTION
3.1 MANUAL PREPARATION
A. Operation and Maintenance Documentation Directory: Prepare a separate manual that provides an
organized reference to emergency, operation, and maintenance manuals.
B. Emergency Manual: Assemble a complete set of emergency information indicating procedures for
use by emergency personnel and by Owner's operating personnel for types of emergencies indicated.
C. Product Maintenance Manual: Assemble a complete set of maintenance data indicating care and
maintenance of each product, material, and finish incorporated into the Work.
D. Operation and Maintenance Manuals: Assemble a complete set of operation and maintenance data
indicating operation and maintenance of each system, subsystem, and piece of equipment not part of a
system.
Engage a factory- authorized service representative to assemble and prepare information for
each system, subsystem, and piece of equipment not part of a system.
2. Prepare a separate manual for each system and subsystem, in the form of an instructional
manual for use by Owner's operating personnel.
E. Manufacturers' Data: Where manuals contain manufacturers' standard printed data, include only
sheets pertinent to product or component installed. Mark each sheet to identify each product or
component incorporated into the Work. If data include more than one item in a tabular format,
identify each item using appropriate references from the Contract Documents. Identify data
applicable to the Work and delete references to information not applicable.
1. Prepare supplementary text if manufacturers' standard printed data are not available and
where the information is necessary for proper operation and maintenance of equipment or
systems.
F. Drawings: Prepare drawings supplementing manufacturers' printed data to illustrate the relationship
of component parts of equipment and systems and to illustrate control sequence and flow diagrams.
Coordinate these drawings with information contained in Record Drawings to ensure correct
illustration of completed installation.
Do not use original Project Record Documents as part of operation and maintenance manuals.
2. Comply with requirements of newly prepared Record Drawings in Division 01 Section
"Project Record Documents."
G. Comply with Division 01 Section "Closeout Procedures" for schedule for submitting operation and
maintenance documentation.
END OF SECTION 017823
Robert A. Lee Recreation Center Improvements - East Entry Remodeling Project 110355 -0
Project Record Documents 017823 -7
SECTION 017839
PROJECT RECORD DOCUMENTS
PARTI- GENERAL
1.1 SUMMARY
A. This Section includes administrative and procedural requirements for Project Record Documents,
including the following:
1. Record Drawings.
2. Record Specifications.
3. Record Product Data.
1.2 SUBMITTALS
A. Record Drawings: Comply with the following:
L Number of Copies: Submit one (1) set of marked -up Record PrintIs.'
2. Number of Copies: Submit copies of Record Drawings as follows:
a. Initial Submittal: Submit one (1) set of plots firoin corrected Record CAD Drawings
and one (1) set of marked -up Record Prints. Architect will initial and date each plot
and mark whether general scope of changes, additional information recorded, and
quality of drafting are acceptable. Architect will return plot and prints for organizing
into sets, printing, binding, and final submittal.
b. Final Submittal: Submit one (1) set of marked -up Record Prints; print each Drawing,
whether or not changes and additional information were recorded.
C. Final Submittal: Submit one (1) set of marked -up Record Prints. Plot and print each
Drawing, whether or not changes and additional information were recorded.
B. Record Specifications: Submit one (1) copy of Project's Specifications, including addenda and
contract modifications.
C. Record Product Data: Submit one (1) copy of each Product Data submittal.
I. Where Record Product Data is required as part of operation and maintenance manuals, submit
marked -up Product Data as an insert in manual instead of submittal as Record Product Data.
PART 2- PRODUCTS
2.1 RECORD DRAWINGS
A. Record Prints: Maintain one set of blue- or black -line white prints of the Contract Drawings and
Shop Drawings.
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Project Record Documents 017839-1
SECTION 017839
PROJECT RECORD DOCUMENTS
1. Preparation: Mark Record Prints to show the actual installation where installation varies
from that shown originally. Require individual or entity who obtained record data, whether
individual or entity is Installer, subcontractor, or similar entity, to prepare the marked -up
Record Prints.
a. Give particular attention to information on concealed elements that would be difficult
- to identify or measure and record later.
b. Accurately record information in an understandable drawing technique.
C. Record data as soon as possible after obtaining it. Record and check the markup
before enclosing concealed installations.
2. , Content: Types of items requiring marking include, but are not limited to, the following:
a. Dimensional changes to Drawings.
b. Revisions to details shown on Drawings.
C. Depths of foundations below first floor.
d. Locations and depths of underground utilities.
C. Revisions to routing of piping and conduits.
f. Revisions to electrical circuitry.
g. Actual equipment locations.
It. Duct size and routing.
i. Locations of concealed internal utilities.
j. Changes made by Change Order or Work Change Directive.
k. Changes made following Architect's written orders.
1. Details not on the original Contract Drawings.
in. Field records for variable and concealed conditions.
n. Record information on the Work that is shown only schematically.
3. Mark the Contract Drawings or Shop Drawings, whichever is most capable of showing actual
physical conditions, completely and accurately. If Shop Drawings are marked, show cross -
reference on the Contract Drawings.
4. Mark record sets with erasable, red - colored pencil. Use other colors to distinguish between
changes for different categories of the Work at same location.
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Project Record Documents 017839 -2
SECTION 017839 ;
PROJECT RECORD DOCUMENTS
5. Mark important additional information that was either shown schematically or oinijtfd from
original Drawings.
6. Note Construction Change Directive numbers, alternate numbers Change ;Order numbers,
and similar identification, where applicable.
B. Record Transparencies: Immediately before inspection for Certificate of Substantial Completion,
review marked -up Record Prints with Architect. When authorized, prepare a full set of corrected
transparencies of the Contract Drawings and Shop Drawings.
1. Incorporate changes and additional information previously marked on Record Prints. Erase,
redraw, and add details and notations where applicable.
2. Refer instances of uncertainty to Architect for resolution.
3. Owner will furnish Contractor one set of transparencies of the Contract Drawings for use in
recording information.
4. Print the Contract Drawings and Shop Drawings for use as Record Transparencies. Architect
will make the Contract Drawings available to Contractor's print shop.
C. Newly Prepared Record Drawings: Prepare new Drawings instead of preparing Record Drawings
where Architect determines that neither the original Contract Drawings nor Shop Drawings are
suitable to show actual installation.
New Drawings may be required when a Change Order is issued as a result of accepting an
alternate, substitution, or other modification.
2. Consult Architect for proper scale and scope of detailing and notations required to record the
actual physical installation and its relation to other construction. Integrate newly prepared
Record Drawings into Record Drawing sets; comply with procedures for formatting,
organizing, copying, binding, and submitting.
D. Format: Identify and date each Record Drawing; include the designation "PROJECT RECORD
DRAWING" in a prominent location.
Record Prints: Organize Record Prints and newly prepared Record Drawings into
manageable sets. Bind each set with durable paper cover sheets. Include identification on
cover sheets.
2. Record Transparencies: Organize into unbound sets matching Record Prints. Place
transparencies in durable tube -type drawing containers with end caps. Mark end cap of each
container with identification. If container does not include a complete set, identify Drawings
included.
Record CAD Drawings: Organize CAD information into separate electronic files that
correspond to each sheet of the Contract Drawings. Name each file with the sheet
identification. Include identification in each CAD file.
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SECTION 017839
PROJECT RECORD DOCUMENTS
4. Identification: As follows:
- a. Project name.
b. Date.
C. Designation "PROJECT RECORD DRAWINGS."
d. Name of Architect.
C. Name of Contractor.
2.2 RECORD SPECIFICATIONS
A. Preparation: Mark Specifications to indicate the actual product installation where installation varies
from that indicated in Specifications, addenda, and contract modifications.
I. Give particular attention to information on concealed products and installations that cannot be
readily identified and recorded later.
2. Mark copy with the proprietary name and model number of products, materials, and
equipment furnished, including substitutions and product options selected.
3. Record the name of manufacturer, supplier, Installer, and other information necessary to
provide a record of selections made.
4. For each principal product, indicate whether Record Product Data has been submitted in
operation and maintenance manuals instead of submitted as Record Product Data.
5. Note related Change Orders, Record Product Data, and Record Drawings where applicable.
2.3 RECORD PRODUCT DATA
A. Preparation: Mark Product Data to indicate the actual product installation where installation varies
substantially from that indicated in Product Data submittal.
Give particular attention to information -on concealed products and installations that cannot be
readily identified and recorded later.
2. Include significant changes in the product delivered to Project site and changes in
manufacturer's written instructions for installation.
Note related Change Orders, Record Specifications, and Record Drawings where applicable.
2.4 MISCELLANEOUS RECORD SUBMITTALS
A. Assemble miscellaneous records required by other Specification Sections for miscellaneous record
keeping and submittal in connection with actual performance of the Work. Bind or file miscellaneous
records and identify each, ready for continued use and reference.
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SECTION 017839
PROJECT RECORD DOCUMENTS
PART 3 - EXECUTION
3.1 RECORDING AND MAINTENANCE
A. Recording: Maintain one copy of each submittal during the construction period for Project Record
Document purposes. Post changes and modifications to Project Record Documents as they occur; do
not wait until the end of Project.
B. Maintenance of Record Documents and Samples: Store Record Documents and Samples in the field
office apart from the Contract Documents used for construction. Do not use Project Record
Documents for construction purposes. Maintain Record Documents in good order and in a clean, dry,
legible condition, protected from deterioration and loss. Provide access to Project Record Documents
for Architect's reference during normal working hours.
END Or SECTION 017839
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Division 02
Existing Conditions
Division ®2
SECTION 02 4113
SELECTIVE SITE DEMOLITION
PART GENERAL
CD
:n
1.1 SECTION INCLUDES
A. Removal of all drainage structures, pavements, surfacing, and base contours of all types, curb; curb
and gutter, sidewalks and housewalks, steps, retaining walls, foundation walls, catch basins,
manholes, drainage and server pipes, water and gas main pipes, other objects or structures, and other
existing improvements which conflict with the work and are not designated to remain in place. No
listing of items to be removed will be made.
B. Old pavements, abandoned sewers or pipe lines, and other obstructions to construction within the
construction limits and not designated or permitted to be retained, shall be removed and disposed of
by the contractor away from the site of work.
C. It is the intent that the demolition called for be complete and adequate for the intended purpose and
all necessary work, in addition to the specifically listed, shall be included, whether or not indicated on
the plans or detailed in these specifications.
D. Selective removal and subsequent off -site disposal of items indicated or noted on the drawings.
1.2 PERMITS
A. Contractor shall comply with all applicable local, state, and federal requirements regarding materials,
methods of work, and disposal of excess and waste materials.
B. Contractor shall obtain and pay for all required inspections, sampling, analytical costs, permits, and
fees. Provide notices required by governmental authorities.
1.3 SUBMITTALS
A. The Contractor shall submit utility service termination certificates, copies of demolition notices, and
permits to the Owner's Representative prior to removal.
B. The Contractor shall submit demolition procedures and operational sequence for review and
acceptance by the Owner's Representative if a portion of the existing facility is to remain in operation
during construction and phasing is not specified in the plans or specifications.
C. Schedule indicating proposed sequence of operations for selective demolition work to Owner's
Representative for review prior to start of work. Include coordination for shutoff, capping, and
continuation of utility services as required, together with details for dust and noise control protection.
1.4 JOB CONDITIONS
A. Protection
I. Erect barriers, fences, guard rails, enclosures, chutes, and shoring to protect personnel and
general public, structures, and utilities retraining intact.
2. Erect temporary covered passageways as required by authorities having jurisdiction.
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3. Protect on -site trees and plants noted on Plans and all off -site trees and plants from damage.
4. Protect from damage existing finish work that is to remain in place and /or becomes exposed
during demolition operations.
5. Construct temporary insulated solid dustproof partitions between completed new construction
and existing building to be remodeled, as required to separate areas where noisy or extensive
dirt- or dust- producing operations are to be performed. Doors in temporary partitions shall
be dustproof, with security lock. Construct dustproof partitions of nominal 4" studs, 5/8"
drywall (joints taped) on occupied side, 1/2" fire- retardant plywood on demolition side, and fill
partition cavity with sound - deadening insulation. Building code requirements to be
mentioned.
6. Provide temporary weather protection during interval between demolition and removal of
existing construction on exterior surfaces, and installation of new construction, to ensure that
no water leakage or damage occurs to structure or interior areas of existing building.
7. Protect existing objects designated to remain, and in the event of damage, immediately make
repairs or replacements necessary to the approval of the Owner's Representative at no
additional cost to the Owner.
8. Remove protections upon completion of selective demolition work.
B. Maintaining Traffic
I. Minimize interference with roads, streets, driveways, sidewalks, and adjacent facilities.
2. Do not close or obstruct streets, sidewalks, alleys, or passageways without permission from
authorities havingjurisdiction.
3. If closure is permitted, provide signage indicating closure and signage to direct traffic to
alternate route.
C. Dust Control
Moisten surfaces as required to prevent dust from being a nuisance to the public, neighbors,
and concurrent performance of other work on the site.
1.5 PROJECT RECORD DOCUMENTS
A. Accurately record locations of capped utilities and subsurface obstructions on the Contractor's record
drawing set.
1.6 METHOD OF MEASUREMENT AND BASIS OF PAYMENT
A. All work provided under this section will not be measured for parrient. No direct payment will be
made for this work unless noted in Plans and/or Contract Documents. This work shall include the
removal of all items, whether in view or hidden underneath the surface of the ground, regardless of
whether shown on the Plans or encountered during construction.
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PART 2 MATERIALS ;
2.1 SIGNAGE
A. Signs shall be constructed of marine grade plywood or metal and conform to the latest edition of
Manual of Uniform Traffic Control Devices (MUTCD).
PART 3 EXECUTION
31 PREPARATION
A. Notification: Provide the Owner's Representative a minimum of two full working days notice prior to
commencing the work of this section.
B. Site Inspection: Prior to work under this section, the Contractor shall carefully inspect the entire site
and verify all objects designated to be removed or to be preserved.
C. Protection of Utilities: The Contractor shall locate existing utility lines and services traversing the
site and determine the requirements for their protection. The Contractor shall preserve in operating
condition all active utilities traversing the site and designated to remain.
D. Disconnection of Utilities: Before starting site operations, the Contractor shall disconnect or arrange
for the disconnection of all utility services designated to be removed, performing all such work in
accordance with the requirements of the utility company or agency involved.
E. Cover and protect facilities to remain from soiling or damage when demolition work is performed.
F. Provide weatherproof closures for exterior openings resulting from demolition work.
G. Provide appropriate temporary signage including signage for exit or building egress.
3.2 STRUCTURES
A. Perform selective demolition work in a systematic manner. Use acceptable methods as required to
complete demolition work indicated on the drawings in accordance with governing regulations.
B. Demolish concrete and masonry in small sections. Cut concrete and masonry at junctures with
construction to remain, using power - driven masonry saw or hand tools; do not use power - impact
tools.
C. Locate demolition equipment throughout structure, and promptly remove debris, to avoid imposing
excessive loads on supporting walls, floors or framing.
D. If unanticipated mechanical, electrical or structural elements which conflicts with intended function
or design are encountered, investigate and measure both nature and extent of the conflict. Submit
report to Owner's Representative in written, accurate detail. Pending receipt of information from
Owner's Representative, rearrange selective demolition schedule as necessary to continuejob
progress without delay.
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3.3° PAVEMENTS
A.'- In removing pavement, curb, curb and gutter, gutters, sidewalks, and other similar improvements, and
where a portion of such improvements are to be left in place, they shall be removed to an existing
joint or to ajoint sawed to a minimum depth of V (251nm) with a true line and a vertical face.
Sufficient removal shall be made to provide for proper grade and connections in the new work
regardless of any limits which may be indicated on the Plans.
3.4 SERVERS
A. Existing castings and culverts, if salvageable and removed intact, shall remain the property of the
Owner. The Contractor shall use reasonable care in their removal and shall leave on the Owner's
property if owned privately or arrange pickup by the appropriate agency if owned publicly.
B. All sewers, drainage pipe, and floor drains which have been or are to be abandoned shall be
permanently sealed at the ends with bulkheads constructed of concrete, having a minimum thickness
of 8" (200mm). No direct payment will be made for blocking abandoned sewers, drainage pipes, or
floor drains.
C. Abandon storn or sanitary sewer structures by breaking the concrete bottom of the structure into
pieces no larger than P (300mm) in any direction and removing the top of the structure to 3' (900mm)
below finished grade. Plug all pipes with concrete and fill structure with compacted sand or %"
(19mm) clean gravel.
3.5 BLASTING
A. Blasting is not permitted.
3.6 DISPOSAL
A. All debris shall be disposed of off site.
B. If off -site disposal of debris is required in the Plans or Specifications, the Contractor shall remove
demolition debris and grindings as soon as practicable.
C. Do not store or bum materials on site.
D. All asphalt materials shall be disposed off site.
E. Remove all other materials from demolition operations, including debris and rubbish, from the
building site. Transport and legally dispose of materials off site.
F. Remove and promptly dispose of contaminated, vermin- infested, or dangerous materials
encountered. If hazardous materials, as defined by the EPA, are encountered, stop work and
immediately notify the Owner's Representative.
G. Burning of materials will not be permitted on project site.
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3.7 CONSTRUCTION LIMITS
A. The Contractor's operations shall be restricted to those areas inside the construction limits as indicated
on Drawing A1.02. Restoration and site repair within the construction limits will be included in the
base bid. Damage, site restoration, etc., necessary outside the construction limits, shall be repaired by
the Contractor at no additional expense to the Owner.
3.8 UTILITY ADJUSTMENT
A. Contractor is responsible for the adjustment of all gas vents, manholes, castings, and water valves to
match the new surface. Adjustments shall be coordinated with the utility companies and the cost for
all adjustments shall be incidental to construction. Any damage to said structures and appurtenances,
that occurs during construction, shall be repaired by the Contractor at no additional cost to the Owner.
3.9 CLEAN UP, PATCHING AND REPAIR
A. Upon completion of selective demolition in each individual area of the Project, remove tools,
equipment and demolished materials from the site. Remove protections and leave interior areas
broom clean.
B. After selective demolition operations, patch and repair remaining portions, for both structural
integrity and appearance, to the satisfaction of the Owner's Representative. Repair or correct
demolition performed in excess of that required.
C. Return structure and surfaces which remain to the condition existing prior to commencement of
selective demolition work. Patch and repair construction or surfaces soiled, defaced or damaged by
selective demolition work.
3.10 EXISTING SIGNAGE
A. Carefully remove traffic signs as designated on the Plans or in conflict with the work and within the
project limits. Protect from damage. Temporarily store and reinstall in the same fashion as their
original installation.
B. Damaged signs shall be replaced by the Contractor, or otherwise will be replaced by the Owner at the
Contractors expense.
END OF SECTION 02 4113
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Division 03
Concrete
Division 03
SECTION 03 3000
CAST -IN -PLACE CONCRETE
PART1 GENERAL
1.1 SUMMARY
A. This Section specifies cast -in place concrete, including forawork, reinforcement, concrete materials,
mixture design, placement procedures, and finishes, for the following:
I. Footings.
2. Foundation walls.
3. Slabs -on- grade.
1.2 DEFINITIONS
A. Cementitious Materials: Portland cement alone or in combination with one or more of the following:
blended hydraulic cement, fly ash and other pozzolans; subject to compliance with requirements.
1.3 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Design Mixtures: For each concrete mixture. Submit alternate design mixtures when characteristics
of materials, Project conditions, weather, test results, or other circumstances warrant adjustments.
C. Steel Reinforcement Shop Drawings: Placing drawings that detail fabrication, bending, and
placement. Include bar sizes, lengths, material, grade, bar schedules, stirrup spacing, bent bar
diagrams, bar arrangement, splices and laps, mechanical connections, tie spacing, hoop spacing, and
supports for concrete reinforcement.
D. Material Test Reports: For the following, from a qualified testing agency, indicating compliance with
requirements:
Aggregates..
E. Material Certificates: For each of the following, signed by manufacturers:
Cementitious materials.
2. Admixtures.
3. Steel reinforcement and accessories.
1.4 QUALITY ASSURANCE
A. Manufacturer Qualifications: A firm experienced in manufacturing ready -mixed concrete products
and that complies with ASTM C 94/C 94M requirements for production facilities and equipment.
B. Source Limitations: Obtain each type or class of cementitious material of the same brand from the
same manufacturer's plant, obtain aggregate from one source, and obtain admixtures through one
source from a single manufacturer.
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C. AGI Publications: Comply with the following unless modified by requirements in the Contract
Documents:
l t, ACI 301, "Specification for Structural Concrete," (Sections I through 5).
2. `' ' AC[ 117, "Specifications for Tolerances for Concrete Consh-action and Materials."
D. ' Concrrete Testing Service: Engage a qualified independent testing agency to perform material
evaluation tests and to design concrete mixtures.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Steel Reinforcement: Deliver, store, and handle steel reinforcement to prevent bending and damage.
PART2 PRODUCTS
2.1 FORM- FACING MATERIALS
A. Smooth - Formed Finished Concrete: Form- facing panels that will provide continuous, true, and
smooth concrete surfaces. Furnish in largest practicable sizes to minimize number ofjoints.
1. Plywood, metal, or other approved panel materials.
B. Rough - Formed Finished Concrete: Plywood, lumber, metal, or another approved material. Provide
lumber dressed on at least two edges and one side for tight fit.
C. Chamfer Strips: Wood, metal, PVC, or rubber strips, 3/4 by 3/4 inch (19 by 19 mm), minimum.
D. Form- Release Agent: Commercially formulated form - release agent that will not bond with, stain, or
adversely affect concrete surfaces and will not impair subsequent treatments of concrete surfaces.
Formulate form- release agent with rust inhibitor for steel form- facing materials.
E. Form Ties: Factory- fabricated, removable or snap -off metal or glass -fiber- reinforced plastic form ties
designed to resist lateral pressure of fresh concrete on forms and to prevent spalling of concrete on
removal.
Furnish units that will leave no corrodible metal closer than 1 inch (25 mm) to the plane of
exposed concrete surface.
2. Furnish ties that, when removed, will leave holes no larger than 1 inch (25 mm) in diameter
in concrete surface.
2.2 STEEL REINFORCEMENT
A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), deformed.
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2.3 REINFORCEMENT ACCESSORIES
A. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening
reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire,
plastic, or precast concrete according to CRSI's "Manual of Standard Practice," of greater
compressive strength than concrete and as follows:
2.4 CONCRETE MATERIALS
A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and
source, throughout Project:
1. Portland Cement: ASTM C 150, Type I, gray. Supplement with the following:
a. Fly Ash: ASTM C 618, Class C
B. Normal- Weight Aggregates: ASTM C 33, Class 3S coarse aggregate or better, graded. Provide
aggregates from a single source.
1. Maximum Coarse - Aggregate Size: 1 inch (25 mm) nominal.
2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.
C. Water: ASTM C 94/C 94M and potable.
2.5 ADMIXTURES
A. Air - Entraining Admixture: ASTM C 260.
B. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other
admixtures and that will not contribute water- soluble chloride ions exceeding those permitted in
hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride.
1. High- Range, Water- Reducing Admixture: ASTM C 494/C 494M, Type F.
2.6 CURING MATERIALS
A. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing
approximately 9 oz. /sq. yd. (305 g/sq. in) when dry.
B. Water: Potable.
2.7 RELATED MATERIALS
A. Expansion- and Isolation- Joint - Filler Strips: ASTM D 1751, asphalt - saturated cellulosic fiber.
B. Bonding Agent: ASTM C 1059, Type II, non- redispersible, acrylic emulsion or styrene butadiene.
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2.8 REPAIR MATERIALS
A. Repair Underlayment: Cement- based, polymer- modified, self - leveling product that can be applied in
thicknesses from 1/8 inch (3.2 min) and that can be feathered at edges to match adjacent floor
elevations.
1. Cement Binder: ASTM C 150, portland cement or hydraulic or blended hydraulic cement as
defined in ASTM C 219.
-; Primer: Product of underlayment manufacturer recommended for substrate, conditions, and
application.
`3 3'> Aggregate: Well- graded, washed gravel, 1/8 to 1/4 inch (3.2 to 6 min) or coarse sand as
recommended by underlayment manufacturer.
4. .' Compressive Strength: Not less than 4100 psi (29 MPa) at 28 days when tested according to
ASTM C 109 /C 109M.
2.9 CONCRETE MIXTURES, GENERAL
A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of
laboratory trial mixture or field test data, or both, according to ACI 301.
1. Use a qualified independent testing agency for preparing and reporting proposed mixture
designs based on laboratory trial mixtures.
B. Cementitious Materials: Limit percentage, by weight, of cementitious materials other than Portland
cement in concrete as follows:
Fly Ash: 25 percent.
C. Limit water- soluble, chloride -ion content in hardened concrete to 0.30 percent by weight of cement.
D. Admixtures: Use admixtures according to manufacturer's written instructions.
Use high -range water- reducing admixture in concrete, as required, for placement and
workability.
2.10 CONCRETE MIXTURES FOR BUILDING ELEMENTS
A. Footings, Walls, and Slab -on- Grade: Proportion normal- weight concrete mixture as follows:
Minimum Compressive Strength: 4000 psi (27.6 MPa) at 28 days.
2. Maximum Water- Cementitious Materials Ratio: 0.45.
3. Slump Limit: 8 inches (200 mm) for concrete with verified slump of 2 to 4 inches (50 to 100
mm) before adding high -range water- reducing admixture or plasticizing admixture, plus or
minus 1 inch (25 rmn).
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4. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 1 -inch (25amn)
nominal maximum aggregate size.
2.11 FABRICATING REINFORCEMENT
A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."
2.12 CONCRETE MIXING
A. Ready - boxed Concrete: Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M,
and furnish batch ticket information.
1. When air temperature is between 85 and 90 deg F (30 and 32 deg C), reduce mixing and
delivery time from 1 -1/2 hours to 75 minutes; when air tempera'turais above 90 deg -F (32
deg C), reduce mixing and delivery time to 60 minutes. ;
PART 3 EXECUTION
3.1 FORMWORK
A. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical, lateral,
static, and dynamic loads, and construction loads that might be applied, until structure can support
such loads.
B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and
position indicated, within tolerance limits of ACI 117.
C. Limit concrete surface irregularities, designated by ACI 347R as abrupt or gradual, as follows:
1. Class A, 1/8 inch (3.2 mmm) for smooth - formed finished surfaces.
2. Class B, 1/4 inch (6 mm) for rough - formed finished surfaces.
D. Construct forms tight enough to prevent loss of concrete mortar.
E. Fabricate forms for easy removal without hammering or prying against concrete surfaces. Provide
crush or wrecking plates where stripping may damage cast concrete surfaces. Provide top forms for
inclined surfaces steeper than 1.5 horizontal to 1 vertical.
1. Install keyways, reglets, recesses, and the like, for easy removal.
2. Do not use rust- stained steel form- facing material.
F. Set edge forms, bulkheads, and intermediate screed strips for slabs to achieve required elevations and
slopes in finished concrete surfaces. Provide and secure units to support screed strips; use strike -off
templates or compacting -type screeds.
G. Provide temporary openings for cleanouts and inspection ports where interior area of formwork is
inaccessible. Close openings with panels tightly fitted to forms and securely braced to prevent loss of
concrete mortar. Locate temporary openings in forms at inconspicuous locations.
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H. Chamfer exterior corners and edges of permanently exposed concrete.
Form openings, chases, offsets, sinkages, keyways, reglets, blocking, screeds, and bulkheads required
in the Work. Determine sizes and locations from trades providing such items.
Clean forms and adjacent surfaces to receive concrete. Remove chips, wood, sawdust, dirt, and other
debris just before placing concrete.
K. Retighten forms and bracing before placing concrete, as required, to prevent mortar leaks and
maintain proper alignment.
L. Coat contact surfaces of forms with form- release agent, according to manufacturer's written
instructions, before placing reinforcement.
3.2 EMBEDDED ITEMS
A. Place and secure anchorage devices and other embedded items required for adjoining work that is
attached to or supported by cast -in -place concrete. Use setting drawings, templates, diagrams,
instructions, and directions furnished with items to be embedded.
Install anchor rods, accurately located, to elevations required and complying with tolerances
in Section 7.5 of AISC's "Code of Standard Practice for Steel Buildings and Bridges."
3.3 REMOVING AND REUSING FORMS
A. General: Formwork for sides of beams, walls, columns, and similar parts of the Work that does not
support weight of concrete may be removed after cumulatively curing at not less than 50 deg F (10
deg C) for 24 hours after placing concrete, if concrete is hard enough to not be damaged by form-
removal operations and curing and protection operations are maintained.
1. Leave formwork for beam soffits, joists, slabs, and other structural elements that supports
weight of concrete in place until concrete has achieved at least 70 percent of its 28 -day design
compressive strength.
Remove forms only if shores have been arranged to permit removal of forms without
loosening or disturbing shores.
B. Clean and repair surfaces of forms to be reused in the Work. Split, frayed, delaminated, or otherwise
damaged form - facing material will not be acceptable for exposed surfaces. Apply new form- release
agent.
C. When forms are reused, clean surfaces, remove fins and laitance, and tighten to close joints. Align
and secure joints to avoid offsets. Do not use patched forms for exposed concrete surfaces unless
approved by Architect.
3.4 STEEL REINFORCEMENT
A. General: Comply with CRSI's "Manual of Standard Practice" for placing reinforcement.
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I. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before
placing concrete.
B. Clean reinforcement of loose rust and mill scale, earth, ice, and other foreign materials that would
reduce bond to concrete.
C. Accurately position, support, and secure reinforcement against displacement. Locate and support
reinforcement with bar supports to maintain minimum concrete cover. Do not tack weld crossing
reinforcing bars.
D. Set wire ties with ends directed into concrete, not toward exposed concrete surfaces.
3.5 JOINTS
A. General: Construct joints true to line with faces perpendicular to surface plane of concrete.
B. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations
indicated or as approved by Architect.
1. Form keyed joints as indicated. Embed keys at least 1 -1/2 inches (38 min) into concrete.
2. Space vertical joints in walls as indicated. Locate joints beside piers integral with walls, near
corners, and in concealed locations where possible.
3. Use a bonding agent at locations where fresh concrete is placed against hardened or partially
hardened concrete surfaces.
C. Contraction Joints in Slabs -on- Grade: Fonn weakened -plane contraction joints, sectioning concrete
into areas as indicated. Construct contraction joints for a depth equal to at least one - fourth of
concrete thickness as follows:
1. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive
or diamond- riimmed blades. Cut 1/8 -inch- (3.2 -imn -) wide joints into concrete when cutting
action will not tear, abrade, or otherwise damage surface and before concrete develops
random contraction cracks.
D. Isolation Joints in Slabs -on- Grade: After removing formwork, install joint -filler strips at slab
junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and other
locations, as indicated.
1. Terminate full- widthjoint -filler strips not less than 1/2 inch (13 min) or more than I inch (25
min) below finished concrete surface where joint sealants, specified in Division 07 Section
"Joint Sealants," are indicated.
2. Install joint -filler strips in lengths as long as practicable. Where more than one length is
required, lace or clip sections together.
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3.6 CONCRETE PLACEMENT
A. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is
complete and that required inspections have been performed.
B. Do not add water to concrete during delivery, at Project site, or during placement unless approved by
Architect.
C. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new
concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness.
If a section cannot be placed continuously, provide construction joints as indicated. Deposit concrete
to avoid segregation.
1. Deposit concrete in horizontal layers of depth to not exceed for iwork design pressures and
in a manner to avoid inclined construction joints.
2. ' Consolidate placed concrete with mechanical vibrating equipment according to ACI 301.
3.- Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators
vertically at uniformly spaced locations to rapidly penetrate placed layer and at least 6 inches
(150 nun) into preceding layer. Do not insert vibrators into lower layers of concrete that have
begun to lose plasticity. At each insertion, limit duration of vibration to time necessary to
consolidate concrete and complete embedment of reinforcement and other embedded items
without causing mixture constituents to segregate.
D. Deposit and consolidate concrete for floors and slabs in a continuous operation, within limits of
construction joints, until placement of a panel or section is complete.
1. Consolidate concrete during placement operations so concrete is thoroughly worked around
reinforcement and other embedded items and into corners.
2. Maintain reinforcement in position on chairs during concrete placement.
3. Screed slab surfaces with a straightedge and strike off to correct elevations.
4. Slope surfaces uniformly to drains where required.
5. Begin initial floating using bull floats or darbies to form a uniform and open - textured surface
plane, before excess bleedwater appears on the surface. Do not further disturb slab surfaces
before starting finishing operations.
E. Cold- Weather Placement: Comply with ACI 306.1 and as follows. Protect concrete work from
physical damage or reduced strength that could be caused by frost, freezing actions, or low
temperatures.
I. When average high and low temperature is expected to fall below 40 deg F (4.4 deg C) for
three successive days, maintain delivered concrete mixture temperature within the
temperature range required by ACI 301.
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2. Do not use frozen materials or materials containing ice or snow. Do not place concrete on
frozen subgrade or on subgrade containing frozen materials.
3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical
accelerators unless otherwise specified and approved in mixture designs.
F. Hot - Weather Placement: Comply with ACI 301 and as follows:
1. Maintain concrete temperature below 90 deg F (32 deg Q at time of placement. Chilled
mixing water or chopped ice may be used to control temperature, provided water equivalent
of ice is calculated to total amount of mixing water. Using liquid nitrogen to cool concrete is
Contractor's option.
2. Fog -spray forms, steel reinforcement, and subgrade just before placing concrete. Keep
subgrade uniformly moist without standing water, soft spots, or dry areas.
3.7 FINISHING FORMED SURFACES
A. Rough - Formed Finish: As -cast concrete texture imparted by form- facing material with tie holes and
defects repaired and patched. Remove fins and other projections that exceed specified limits on
formed- surface irregularities.
1. Apply to concrete surfaces not exposed to public view.
B. Smooth - Formed Finish: As -cast concrete texture imparted by form- facing material, arranged in an
orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and defects.
Remove fins and other projections that exceed specified limits on formed- surface irregularities.
I. Apply to concrete surfaces exposed to public view, to be covered with a coating or covering
material applied directly to concrete .
C. Related Unformed Surfaces: At tops of walls, horizontal offsets, and sitailar unformed surfaces
adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed
surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed
surfaces, unless otherwise indicated.
3.3 FINISHING FLOORS AND SLABS
A. General: Comply with ACI 302.1 R recommendations for screeding, restraightening, and finishing
operations for concrete surfaces. Do not wet concrete surfaces.
B. Float Finish: Consolidate surface with power -driven floats or by hand floating if area is small or
inaccessible to power driven floats. Restraighten, cut down high spots, and fill low spots. Repeat
float passes and restraightening until surface is left with a uniform, smooth, granular texture.
1. Apply float finish to surfaces to receive trowel finish.
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CAST -IN- PLACID CONCRETE
C. Trowel Finish: After applying float finish, apply first troweling and consolidate concrete by hand or
power - driven trowel. Continue troweling passes and restraighten until surface is free of trowel marks
and uniforru in texture and appearance. Grind smooth any surface defects that would telegraph
through applied coatings or floor coverings.
1. Apply a trowel finish to surfaces exposed to view or to be covered with resilient flooring,
carpet, ceramic or quarry tile set over a cleavage membrane, paint, or another thin -film -finish
coating system.
2. Finish surfaces to the following tolerances, according to ASTM E 1155 (ASTM E 1155M),
for a randomly trafficked floor surface:
a. Specified overall values of flatness, F(F) 35; and of levelness, F(L) 25; with
minimum local values of flatness, F(F) 24; and of levelness, F(L) 17; for slabs -on-
grade.
-- b. Specified overall values of flatness, F(F); and of levelness, F(L) 20; with minimum
local values of flatness, F(F) 24; and of levelness, F(L) 15; for suspended slabs.
3 Finish and measure surface so gap at any point between concrete surface and an unleveled,
freestanding, 10 -foot- (3.05 -m -) long straightedge resting on 2 high spots and placed
anywhere on the surface does not exceed 3/16 inch (4.8 rnm).
D. Broom Finish: Apply a broom finish to exterior concrete platforms, steps, and ramps, and elsewhere
as indicated.
1. Immediately after float finishing, slightly roughen trafficked surface by brooming with fiber -
bristle broom perpendicular to main traffic route. Coordinate required final finish with
Architect before application.
3.9 MISCELLANEOUS CONCRETE ITEMS
A. Filling In: Fill in holes and openings left in concrete structures, unless otherwise indicated, after
work of other trades is in place. Mix, place, and cure concrete, as specified, to blend with in -place
construction. Provide other miscellaneous concrete filling indicated or required to complete the
Work,
B. Curbs: Provide monolithic finish to interior curbs by stripping forms while concrete is still green and
by steel - troweling surfaces to a hard, dense finish with corners, intersections, and terminations
slightly rounded,
3.10 CONCRETE PROTECTING AND CURING
A. General: Protect freshly placed concrete from premature drying and excessive cold or hot
temperatures. Comply with ACI 306.1 for cold - weather protection and ACI 301 for hot - weather
protection during curing.
B. Fonned Surfaces: Cure formed concrete surfaces, including underside of beams, supported slabs, and
other similar surfaces. If forms remain during curing period, moist cure after loosening forms. If
removing fonns before end of curing period, continue curing for the remainder of the curing period.
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CAST -IN -PLACE CONCRETE
C. Unformed Surfaces: Begin curing immediately after finishing concrete. Cure unformed surfaces,
including floors and slabs, concrete floor toppings, and other surfaces.
D. Cure concrete according to ACI 308. 1, by one or a combination of the following methods:
1. Moisture Curing: Keep surfaces continuously moist for not less than seven days with the
following materials:
a. Water.
b. Continuous water -fog spray.
C. Absorptive cover, water saturated, and kept continuously wet. Cover concrete
surfaces and edges with 12 -inch (300 -mm) lap over adjacent absorptive covers.
3.11 JOINT FILLING
A. Prepare, clean, and install joint filler according to manufacturer's written instructions.
Defer joint filling until concrete has aged at least one month. Do not fill joints until
construction traffic has permanently ceased.
B. Remove dirt, debris, saw cuttings, curing compounds, and sealers from joints; leave contact faces of
joint clean and dry.
3.12 CONCRETE SURFACE REPAIRS
A. Defective Concrete: Repair and patch defective areas when approved by Architect. Remove and
replace concrete that cannot be repaired and patched to Architect's approval.
B. Patching Mortar: Mix dry -pack patching mortar, consisting of one part portland cement to two and
one -half parts fine aggregate passing a No. 16 (1.18 -mm) sieve, using only enough water for handling
and placing.
C. Repairing Formed Surfaces: Surface defects include color and texture irregularities, cracks, spalls, air
bubbles, honeycombs, rock pockets, fins and other projections on the surface, and stains and other
discoloration that cannot be removed by cleaning.
Immediately after form removal, cut out honeycombs, rock pockets, and voids more than 1/2
inch (13 mm) in any dimension in solid concrete, but not less than 1 inch (25 mm) in depth.
Make edges of cuts perpendicular to concrete surface. Clean, dampen with water, and brush -
coat holes and voids with bonding agent. Fill and compact with patching mortar before
bonding agent has dried. Fill form -tie voids with patching mortar or cone plugs secured in
place with bonding agent.
2. Repair defects on surfaces exposed to view by blending white Portland cement and standard
portland cement so that, when dry, patching mortar will match surrounding color. Patch a
test area at inconspicuous locations to verify mixture and color match before proceeding with
patching. Compact mortar in place and strike off slightly higher than surrounding surface.
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CAST -IN-PLACE CONCRETE
3. Repair defects on concealed formed surfaces that affect concrete's durability and structural
performance as determined by Architect.
D. Repairing Unformed Surfaces: Test unformed surfaces, such as floors and slabs, for finish and verify
surface tolerances specified for each surface. Correct low and high areas. Test surfaces sloped to
drain for trueness of slope and smoothness; use a sloped template.
1. Repair finished surfaces containing defects. Surface defects include spalls, popouts,
honeycombs, rock pockets, crazing and cracks in excess of 0.01 inch (0.25 mm) wide or that
penetrate to reinforcement or completely through umeinforced sections regardless of width,
and other objectionable conditions.
2. After concrete has cured at least 14 days, correct high areas by grinding.
3. Correct localized low areas during or immediately after completing surface finishing
operations by cutting out low areas and replacing with patching mortar. Finish repaired areas
to blend into adjacent concrete.
.4, Repair defective areas, except random cracks and single holes 1 inch (25 mm) or less in
F, diameter, by cutting out and replacing with fresh concrete. Remove defective areas with
clean, square cuts and expose steel reinforcement with at least a 3/4 -inch (19 -mm) clearance
- ' all around. Dampen concrete surfaces in contact with patching concrete and apply bonding
agent. Mix patching concrete of same materials and mixture as original concrete except
without coarse aggregate. Place, compact, and finish to blend with adjacent finished
c; concrete. Cure in same manner as adjacent concrete.
5. Repair random cracks and single holes 1 inch (25 min) or less in diameter with patching
mortar. Groove top of cracks and cut out holes to sound concrete and clean off dust, dirt, and
loose particles. Dampen cleaned concrete surfaces and apply bonding agent. Place patching
mortar before bonding agent has dried. Compact patching mortar and finish to match
adjacent concrete. Keep patched area continuously moist for at least 72 hours.
E. Repair materials and installation not specified above may be used, subject to Architect's approval.
3.13 FIELD QUALITY CONTROL
A. Testing and Inspecting: Owner will engage a special inspector and qualified testing and inspecting
agency to perform field tests and inspections and prepare test reports.
B. Inspections:
1. Steel reinforcement placement.
2. Headed bolts and studs.
3. Verification of use of required design mixture.
4. Concrete placement, including conveying and depositing.
5. Curing procedures and maintenance of curing temperature.
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CAST -IN -PLACE CONCRETE
C. Concrete Tests: Testing of composite samples of fresh concrete obtained according to ASTM C 172
shall be performed according to the following requirements:
1. Testing Frequency: Obtain at least one composite sample for each 100 cu. yd. (76 cu. m) or
fraction thereof of each concrete mixture placed each day.
a. When frequency of testing will provide fewer than five compressive - strength tests for
each concrete mixture, testing shall be conducted from at least five randomly selected
batches or from each batch if fewer than five are used.
2. Slump: ASTM C 143/C 143M; one test at point of placement for each composite sample, but
not less than one test for each day's pour of each concrete mixture. Perform additional tests
when concrete consistency appears to change.
3. Air Content: ASTM C 231, pressure method, for normal- weight concrete; one test for each
composite sample, but not less than one test for each day's pour of each concrete mixture.
4. Concrete Temperature: ASTM C 1064/C 1064M; one test hourly when air temperature is 40
deg F (4.4 deg C) and below and when 80 deg F (27 deg C) and above, and one test for each
composite sample.
5. Compression Test Specimens: ASTM C 31 /C 31M.
a. Cast and laboratory cure two sets of two standard cylinder specimens for each
composite sample.
6. Compressive - Strength Tests: ASTM C 39/C 39M; test one set of two laboratory-cured
specimens at 7 days and one set of two specimens at 28 days.
a. A compressive - strength test shall be the average compressive strength from a set of
two specimens obtained from same composite sample and tested at age indicated.
7. Strength of each concrete mixture will be satisfactory if every average of any three
consecutive compressive- strength tests equals or exceeds specified compressive strength and
no compressive- strength test value falls below specified compressive strength by more
than 500 psi (3.4 MPa).
8. Test results shall be reported in writing to Architect, concrete manufacturer, and Contractor
within 48 hours of testing. Reports of compressive- strength tests shall contain Project
identification name and number, date of concrete placement, name of concrete testing and
inspecting agency, location of concrete batch in Work, design compressive strength at 28
days, concrete mixture proportions and materials, compressive breaking strength, and type of
break for both 7- and 28 -day tests.
9. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be
pernitted by Architect but will not be used as sole basis for approval.or, rejection of concrete.
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CAST-IN-PLACE CONCRETE
10. Additional Tests: Testing and inspecting agency shall make additional tests of concrete when
test results indicate that slump, air entrainment, compressive strengths, or other requirements
have not been met, as directed by Architect. Testing and inspecting agency may conduct tests
to determine adequacy of concrete by cored cylinders complying with ASTM C 42/C 42M or
by other methods as directed by Architect.
11. Additional testing and inspecting, at Contractor's expense, will be performed to determine
compliance of replaced or additional work with specified requirements.
12. Correct deficiencies in the Work that test reports and inspections indicate dos not comply
with the Contract Documents.
D. Measure floor and slab flatness and levelness according to ASTM E 1155 (ASTM E 1155M) within
48 hours of finishing.
END OF SECTION 03 3000
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Cast-in-Place Concrete 033000-14
Division 05
Lm M.
Division
SECTION 05 5100
METAL RAILINGS
PART1 GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Steel tube railings.
1.2 PERFORMANCE REQUIREMENTS
A. Structural Performance of Railings: Provide railings capable of withstanding the effects of gravity
loads and the following loads and stresses within limits and under conditions indicated:
I. Handrails:
a. Uniform load of 50 Ibf/ ft. (0.73 kN/m) applied in any direction.
b. Concentrated load of 200 Ibf (0.89 kN) applied in any direction.
C. Uniform and concentrated loads need not be assumed to act concurrently.
2. Top Rails of Guards:
a. Uniform load of 50 Ibf/ ft. (0.73 kN /m) applied in any direction.
b. Concentrated load of 200 Ibf (0.89 kN) applied in any direction.
C. Uniform and concentrated loads need not be assumed to act concurrently.
3. Infill of Guards:
a. Concentrated load of 50 Ibf (0.22 kN) applied horizontally on an area of I sq. ft.
(0.093 sq. in).
b. Infill load and other loads need not be assumed to act concurrently.
1.3 SUBMITTALS
A. Product Data: For handrails and the following:
I. Paint products.
B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work.
I. Provide templates for anchors and bolts specified for installation under other Sections.
2. For installed products indicated to comply with design loads, include structural analysis data
signed and sealed by the qualified professional engineer responsible for their preparation.
C. Welding certificates.
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Metal Railings 055100-1
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METAL RAILINGS
D;:) Qualification Data: For professional engineer.
1.4 QUALITY ASSURANCE
A. Installer Qualifications: Fabricator of products.
B. Welding: Qualify procedures and personnel according to the following:
1. AWS D1.1, "Structural Welding Code -- Steel."
1.5 COORDINATION
A. Coordinate installation of anchorages for posts and handrails. Furnish setting drawings, templates,
and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items
with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project
site in time for installation.
PART PRODUCTS
2.1 METALS, GENERAL
A. Metal Surfaces, General: Provide materials with smooth, flat surfaces, unless otherwise indicated.
For components exposed to view in the completed Work, provide materials without seam marks,
roller marks, rolled trade names, or blemishes.
2.2 FERROUS METALS
A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.
B. Steel Tubing: ASTM A53, Grade B.
C. Rolled -Steel Floor Plate: ASTM A 786/A 786M, rolled from plate complying with
ASTM A 36/A 36M or ASTM A 283/A 283M, Grade C or D.
D. Steel Bars for Grating Treads: ASTM A 36/A 36M.
E. Iron Castings: Either gray or malleable iron, unless otherwise indicated.
I. Malleable Iron: ASTM A 47/A 47M.
F. Uncoated, Cold- Rolled Steel Sheet: ASTM A 1008 /A 1008M, structural steel, Grade 25 (Grade 170),
unless another grade is required by design loads; exposed.
2.3 FASTENERS
A. General: Provide zinc - plated fasteners with coating complying with ASTM B 633, Class Fe /Zn 25
for exterior use, and Class Fe /Zn 5 where built into exterior walls. Select fasteners for type, grade,
and class required.
B. Bolts and Nuts: Heavy hexagon -head bolts, ASTM A325, Type I (ASTM F 568M, Property
Class 4.6); with hex nuts, ASTM A 563 (ASTM A 563M); and, where indicated, flat washers.
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Metal Railings 055100-2
SECTION 05 5100
METAL RAILINGS
C. Anchor Bolts: ASTM F 1554, Grade 36.
D. Machine Screws: ASME B18.6.3 (ASME B18.6.7M).
.r
E. Lag Bolts: ASME B18.2.1 (ASME B18.2.3.8M).
F. Plain Washers: Round, ASME B18.22.1 (ASME BI8.22M).
G. Lock Washers: Helical, spring type, ASME B18.21.1 (ASME BI8.21.2M).
H. Expansion Anchors: Anchor bolt and sleeve assembly with capability to sustain, without failure, a
load equal to six times the load imposed when installed in unit masonry and four times the load
imposed when installed in concrete, as determined by testing according to ASTM E 488, conducted
by a qualified independent testing agency.
Material for Anchors in Interior Locations: Carbon -steel components zinc - plated to comply
with ASTM B 633, Class Fe /Zn 5.
2.4 MISCELLANEOUS MATERIALS
A. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded.
B. Galvanizing Repair Paint: Higlr- zinc - dust - content paint for regalvanizing welds in steel, complying
with SSPC -Paint 20.
2.5 FABRICATION, GENERAL
A. Preassembled Railings: Assemble railings in shop to greatest extent possible. Disassemble units only
as necessary for shipping and handling limitations. Clearly mark units for reassembly and
coordinated installation.
B. Cut, drill, and punch metals cleanly and accurately. Remove buns and ease edges to a radius of
approximately 1/32 inch (I tun), unless otherwise indicated. Remove sharp or rough areas on
exposed surfaces.
C. Fonn bent -metal corners to smallest radius possible without causing grain separation or otherwise
impairing work.
D. Form exposed work true to line and level with accurate angles and surfaces and straight edges.
E. Weld connections to comply with the following:
I. Use materials and methods that minimize distortion and develop strength and corrosion
resistance of base metals.
2. Obtain fusion without undercut or overlap.
3. Remove welding flux immediately.
4. Weld exposed corners and seams continuously, unless otherwise indicated.
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Metal Railings 055100-3
SECTION 05 5100
METAL RAILINGS
5 At exposed connections, finish exposed welds and surfaces smooth and blended so no
roughness shows after finishing and contour of welded surface matches that of adjacent
surface.
F Form exposed connections with hairline joints, flush and smooth, using concealed fasteners where
possible. Where exposed fasteners are required, use Phillips flat -head (countersunk) screws or bolts
unless otherwise indicated. Locate joints where least conspicuous.
2.6 STEEL TUBE RAILINGS
A. General: Fabricate railings to comply with requirements of the construction documents.
B. Welded Connections: Fabricate railings with welded connections. Cope components at connections
to provide close fit, or use fittings designed for this purpose. Weld all around at connections,
including at fittings.
C. Fomi changes in direction of railings as follows:
I. By inserting prefabricated elbow fittings.
D. Close exposed ends of railing members with prefabricated end fittings.
E. Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, end closures, flanges, miscellaneous
fittings, and anchors for interconnecting components and for attaching to other work. Furnish inserts
and other anchorage devices for connecting to concrete or masonry work.
2.7 FINISHES
A. Galvanize all exterior posts and rails.
PART 3 EXECUTION
3.1 INSTALLATION, GENERAL
A. Fastening to In -Place Construction: Provide anchorage devices and fasteners where necessary for
securing metal railings to in -place construction.
B. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing metal
railings. Set units accurately in location, alignment, and elevation, measured from established lines
and levels and free of rack.
C. Install metal posts welded to base plates by bolting into concrete, unless otherwise indicated.
D. Provide temporary bracing or anchors in formwork for items that are to be built into concrete,
masonry, or similar construction.
E. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to
be left as exposed joints but cannot be shop welded because of shipping size limitations. Do not
weld, cut, or abrade surfaces of exterior units that have been hot -dip galvanized after fabrication and
are for bolted or screwed field connections.
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Metal Railings 055100-4
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METAL RAILINGS
F. Field Welding: Comply with the following requirements:
I. Use materials and methods that minimize distortion and develop strength and corrosion
resistance of base metals.
2. Obtain fusion without undercut or overlap.
3. Remove welding flux immediately.
4. At exposed connections, finish exposed welds and surfaces smooth and blended so no
roughness shows after finishing and contour of welded surface matches that of adjacent
surface.
3.2 INSTALLING STEEL TUBE RAILNGS
A. Adjust railing systems before anchoring to ensure matching alignment at abuttingjoints. Space posts
at spacing indicated or, if not indicated, as required by design loads. Plumb posts in each direction.
Secure posts and rail ends to building construction as indicated.
1. Anchor posts to steel by welding directly to steel supporting members.
2. Anchor handrail ends to concrete and masonry with steel round flanges welded to rail ends
and anchored with post - installed anchors and bolts.
3.3 ADJUSTING AND CLEANING
A. Galvanized Surfaces: Clean welds, bolted connections, and abraded areas and repair galvanizing to
comply with ASTM A 780.
END OF SECTION 05 5100
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Metal Railings 055100-5
Division 26
Electrical
Division 26
SECTION 26 0100
BASIC ELECTRICAL MATERIALS AND METHODS
PARTI GENERAL
1.1 SECTION INCLUDES
A. Basic materials and methods.
1.2 REFERENCES
A. Work shall comply with applicable standards of the:
1.
American Insurance Association
2.
American Society for Testing and Materials (ASTM)
3.
Edison Electric Institute
4.
Factory Mutual (FM)
5.
Institute of Electrical and Electronics Engineers
6.
Insulated Power Cable Engineers Association ,
7.
National Board of Fire Underwriters
8.
National Bureau of Standards
9.
National Electrical Code (NEC)
10.
National Electrical Manufacturer's Association
11.
National Electrical Safety Code
12.
National Fire Protection Association
13.
National Safety Council
14,
Underwriters' Laboratories, Inc. (UL)
15.
Uniform Fire Code (UFC)
16.
William- Steiger Occupational Safety and Health Act of 1970 (OSHA)
1.3 SYSTEM DESCRIPTION
A. Basic materials and methods are described.
Robert A. Lee Recreation Center Improvements - East Entry Remodeling Project 10355 -0
Basic Electrical Materials & Methods 260100-1
SECTION 26 0100
BASIC ELECTRICAL MATERIALS AND METHODS
1.4 SUBMITTALS
A. Submit to the Architect/Engineer for review, prior to the placing of orders for any equipment, a
complete schedule of electrical fixtures, materials and panels to be installed. Schedule shall consist of
catalog cuts, diagrams, shop drawings, performance curves, or any other descriptive material
necessary to fully describe the equipment proposed and its operating characteristics.
B. Review of the materials, including alternate or substitute items, shall be obtained in writing from the
Architect/Engineer; verbal review will not be considered binding.
C. Submittals shall have been reviewed and signed by the contractor, prior to submittal to the
Architect/Engineer. Faxes or copies of faxes are not acceptable. The Architect /Engineer will review
submittals to aid in interpreting the drawings and specifications, and in so doing will assume that the
submittals conform to the specified requirements set forth in this specification. Review of submittals
by the Architect/Engineer does not relieve the Contractor of the responsibility of complying with the
elements of the specifications.
D. Furnish copies of parts lists and operating and maintenance instructions and manuals, and furnish the
services of a competent, trained individual thoroughly familiar with the operation of each special
system. Special systems shall include electrical and communications equipment requiring operating
instructions, inspection or periodic maintenance. The person instructing the Owner shall see that the
Owner is conversant with the operation of the system and its various controls; the company from
whom maintenance service and repairs may be obtained; and the location and function of switches,
devices and accessories, contained in the system.
E. Operations and Maintenance Manuals shall be supplied containing the following:
1. Operation, maintenance, recommended spare parts, and renewal parts information for
equipment furnished.
2. Set of complete, final, as- reviewed and accepted information required to be submitted for
review.
3. As- constructed electrical, equipment, and installation drawings.
4. Index of equipment suppliers listing current names, addresses and telephone numbers of those
who should be contacted for service.
5. As- constructed contract drawings permanently marked in red to show departures from
original drawings.
6. Submit one (1) copy for review. This copy will be returned. Submit three (3) final revised
copies.
F. Submit fire stop information and data sheets.
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Basic Electrical Materials & Methods 260100-2
SECTION 26 0100
BASIC ELECTRICAL MATERIALS AND METHODS
1.5 PERMITS AND INSPECTIONS
A. Obtain, furnish and include the costs of necessary permits, fees and inspection certificates for material
and labor furnished. Include costs of permits, certificates and inspection fees required in connection
with the installation, unless otherwise noted in the detailed contractual description preceding these
Electrical Specifications.
B. Where applications are required for the procuring of utility services, see that such application is
properly filed with the utility.
C. On completion of work, furnish satisfactory evidence that work is acceptable to regulatory authorities
having jurisdiction.
D. Be responsible to see that the proper inspection authorities are notified when inspections are required
by Code, and provide necessary assistance to the inspector during inspection.
1.6 REGULATIONS
A. Installation shall conform to or exceed the minimum requirements of the NEC, and federal, state,
local and municipal ordinances.
B. Work shall be performed in accordance with applicable recommendations of the ADA and OSHA.
C. Installations shown on drawings or required in the specifications that exceed the minimum
requirements of the NEC or other regulations shall be installed as shown or specified.
1.7 CONTRACT DOCUMENTS
A. Intent of the drawings and specifications is to describe the complete installation. At the conclusion of
construction, the electrical system shall be turned over to the Owner complete and ready for safe,
efficient operation.
B. Drawings and the specifications are intended to be cooperative and supplementary. Closely check the
drawings and specifications for any obvious errors or omissions, and bring any such condition to the
attention of the Arcbitect/Engineer prior to the receipt of bids, in order to permit clarification by
means of a mailed Addendum.
C. Drawings for electrical work are in part diagrammatic, intended to convey the scope of work, general
arrangement, approximate sizes, and locations of equipment and materials. Exact locations shall be
determined to best fit the layout of thejob. Scaling of the drawings will not be sufficient or accurate
for determining these locations. Where job conditions require reasonable changes in indicated
locations and arrangement, make such changes as directed by the Arcbitect/Engineer, without
additional cost to the Owner.
D. A complete set of contract documents shall be on the site at all times. Prior to installing the work,
check drawings for dimensions and conflicts.
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Basic Electrical Materials & Methods 26 0100 -3
SECTION 26 0100
BASIC ELECTRICAL MATERIALS AND METHODS
E Rules
1. '_ Where the context requires, the singular includes the plural and the plural includes the
singular.
2' The use of "and" in a combined provision means that all elements in the provision must be
complied with, or must exist to make the provision applicable. Where compliance with one
or more elements suffices, or where existence of one or more elements makes the provision
applicable, "or" (rather than "and/or ") is used.
3. "Shall' is mandatory and "may" is permissive.
1.8 RESPONSIBILITY
A. Examine the project site and become familiar with existing conditions that will affect the work.
Review the drawings and specifications of other trades and take note of conditions to be created
which will also affect the work.
B. Provide sensors, equipment and supervision required for work in "confined spaces ".
C. No energized conductors shall be exposed at any time except when the immediate area is under the
direct supervision of a qualified electrician.
D. Provide temporary insulated magnetic covers for open panelboards. Use SP Products (1- 800.233-
8595) Type TPC xx -xx or approved equivalent.
E. Locate equipment, which must be serviced, operated or maintained, in fully accessible positions.
F. Verify location and size of each motor, and properly connect motors.
G. Responsibility shall not end with installation and connecting of various apparatus. Include services of
an experienced superintendent who shall be constantly in charge of the work. Provide qualified
journeymen, helpers and laborers required to properly unload, install, connect, adjust, start, operate
and test the work involved, including equipment and materials furnished by other trades or by the
Owner.
1.9 DAMAGE
A. Be responsible for damage to the work of other trades or to the building and its contents caused by the
electrical installation.
1.10 GUARANTEE AND MAINTENANCE
A. Material and equipment shall be fully guaranteed to be free from defects and to be new equipment.
No secondhand, used or salvaged equipment will be allowed.
B. Keep entire portion of the work in repair, so far as defects in workmanship, apparatus, material or
construction are concerned, without additional cost to the Owner, for two (2) years from the date of
final acceptance, except as otherwise specified.
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BASIC ELECTRICAL MATERIALS AND METHODS
C. Equipment installed which fails to meet performance ratings specified or shown on drawings shall be
removed and replaced by new equipment which meets specified requirements, without additional cost
to the Owner.
D. Material and workmanship shall be subject to the review of the Architect/Engineer, jin;whose presence
various tests shall be made as required by these specifications.
PART PRODUCTS ;
2.1 STANDARDS OF MATERIALS AND WORKMANSHIP
A. Material shall be new, complete with manufacturers guarantee or warranty and shall be as listed by
UL, if a standard has been established by UL for the type of material. Approved manufacturers shall
be firms regularly engaged in the manufacture of equipment of types and capacities required and
whose products have been in satisfactory use in similar service for not less than three years.
B. Methods and techniques of installation shall be subject to review by the ArchitectfEngineer.
C. Material shall be the standard product of a reputable manufacturer regularly engaged in the
manufacture of the specific product. Materials of the same type or class shall be the products of one
manufacturer. For example, panelboards shall be from the same manufacturer and lighting switches
from the same manufacturer.
D. Material shall be protected from damage and stored indoors at all times, unless other storage
arrangements are reviewed by the Architect/Engineer.
E. Material and equipment shall be installed in strict accordance with the manufacturer's
recommendations.
F. The equipment manufacturer and installing contractor shall carefully check that the installed,
operating equipment can be properly serviced. If the manufacturer or the contractor has any
reservations in this regard, they shall state their reservations and suggested changes in a separate letter
addressed to the Architect/Engineer, and shall include this letter as part of their shop drawing
submission. Architect/Engineer will work out required changes and adjustments in contract prices
where such adjustments are warranted. No adjustment in contract price will be allowed for additions
required by applicable code, ordinance, statute, utility regulation or labor regulation. It is the
obligation of the contractor to include such items in his original bid. Changes in equipment shall be
incorporated in shop drawings.
If the contractor fails to call such reservations or suggestions to the Architect/Engineer's attention, in
writing, before any work is done or equipment is purchased, it shall be assumed that the contractor
accepts the responsibility for providing a safe, coordinated and complete installation. If at a later
date, changes become necessary to assure a safe, coordinated and complete installation, the changes
shall be made without increase in contract price.
G. Equipment, devices, apparatus, systems and installations shall be entirely suitable and safe for each
intended application in every respect, and must not create conditions which would be harmful to
occupants of the building, to operating personnel, to installation personnel, to testing personnel, to
workmen or to the public. The contractor shall be solely responsible for providing installations that
will meet these conditions. If the contractor believes that the installation will not be safe for all
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BASIC ELECTRICAL MATERIALS AND METHODS
parties, he shall so report to the Architect/Engineer, in writing, before any equipment is purchased or
work'is installed, giving his exact recommendations.
H. Mere the specifications or drawings state that equipment shall be "furnished," "installed" or
"provided," it shall be understood to mean that the contractor shall furnish and install that equipment
completely, unless it is specifically stated that the equipment is to be furnished or installed by other
trades, public utility companies or the Owner.
2.2 MATERIAL SUBSTITUTIONS
A. Proposals as submitted shall be based on the products specifically named in the specification or the
equivalent. Furnishing material or equipment by manufacturers other than those specified shall only
be by permission of the Architect/Engineer. Such permission for substitution must be requested, by
the Bidder /Vendor, in writing, at least eleven (11) calendar days prior to bid opening time. The
request shall identify the differences in the alternate material or equipment as compared to that
specified, and shall indicate the benefits to the project as a result of selecting the alternative.
B. Furnish to the Architect /Engineer, when requested, samples of proposed material or equipment
substitutions. These samples shall remain with the Architect/Engineer as long as they desire.
C. Changes required by alternate equipment shall be made at no additional cost to the Owner. Re- design
costs incurred by the Architect/Engineer and costs incurred by other trades, public utilities, or the
Owner as a result of the use of such equipment shall be the responsibility of the Contractor.
D. The Architect/Engineer reserves the sole right for the approval of proposed material or equipment,
and the phrase "or an approved equivalent" used in these specifications or on the drawings shall be
interpreted to mean an equivalent approved by the Architect/Engineer.
E. The Architect/Engineer reserves the right to refuse approval of equipment which does not meet the
specification, in their opinion, or of equipment for which no local experience of satisfactory service is
available. The Architect/Engineer further reserves the right to reject equipment for which
maintenance service and the availability of replacement parts is questionable.
PART EXECUTION
3.1 EXISTING CONDITIONS
A. Locate and protect existing utilities and other underground work in a manner that will ensure that no
damage or service interruption will result from excavating or other site or building work.
3.2 TEMPORARY UTILITIES
A. Provide temporary electrical utilities as described in the detailed contractual description preceding the
Electrical Specifications.
B. Provide temporary lighting, as required, to light all construction areas, ramps, runways, corridors,
shops and storage areas to a minimum of 10 foot - candles while any work is in progress. First aid
stations, infirmaries and offices shall be lit to a minimum of 30 foot - candles.
C. Temporary services shall meet OSHA requirements.
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BASIC ELECTRICAL MATERIALS AND METHODS
D. Pay costs necessary to remove or relocate any existing private, public or municipally owned electrical
service or telephone service, which are on or adjacent to the Owner's property, and which will
interfere with or would be disturbed by the work of this trade or any other trade on this project.
E. Expedite the work of installing the main service and other work necessary so that the heating system
may be operated when required, as directed by the Architect/Engineer.
3.3 FIRESTOPPING
A. Furnish and install "through - penetration fire stop systems," consisting of field constructed assemblage
of products and materials, designed to prevent the spread of fire and gases through fire -rated openings
which are commonly made through walls and floors to accommodate penetrants such as: busway,
cable tray, electrical cables and conduits.
B. "Through- Penetration Fire Stop" is a material, device or construction installed to resist, for a
prescribed time, the passage of flame, heat and gases through openings which penetrate the entire fire
resistive construction in order to accamnodate penetrating items. Incorporating the use of specific
products installed in a specific manner, they shall only be installed in configuration for which they
have been specifically tested and listed by UL or FM per UL -1479 or ASTM E -814.
C. Where a specific fire stop system is not specified for a through- penetration, the contractor shall
include proposed fire stop system designs in submittals.
D. Where there is no specific UL fire stop system available for a particular application, the contractor
shall obtain from the fire stop manufacturer a system drawing to be submitted for approval, prior to
installation.
E. Holes or voids used to extend electrical installation through fire -rated floors, ceilings and walls shall
be firestopped with a fire resistant foam sealant to prevent the passage of smoke, fire, toxic gas or
water through the penetration either before, during or after a fire. Chase Technology Chase -Foam,
CTC PR -855.
F. The materials and components of an approved fire stop system shall be the products of a single
manufacturer and shall not be inter- mixed.
G. Fire stop materials used shall be suitable and compatible with the penetrating item(s) including the
surrounding materials.
H. Fire stop materials used in exposed area shall be paintable and finished with similar surface
treatments as used on the surrounding wall or floor surface.
3.4 IDENTIFICATION
A. Each device shall be identified according to the following system: _
1. Panels and switchboard shall be identified as to panel designation, voltage and feeder, e.g,
"Panel L1, 120/208 volts, Feeder FDP -U' Markings shall be outside'ihe doa' )
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BASIC ELECTRICAL MATERIALS AND METHODS
2. Magnetic motor starters, safety switches, and remote push button stations shall be identified
with the starter number, name and number of device controlled, and circuit number, e.g.,
"MS -1, Air Handling Unit 1, Circuit L1 -24 ".
- 3._ Manual motor starters shall be identified with the name and number of the device controlled
and circuit number, e.g., "Exhaust Fan 1, Circuit LI -31 ".
4., Time clocks, contactors and relays shall be identified with a nameplate indicating the devices
-, controlled, e.g., "Security Light ".
Panel circuit number shall be identified on the convenience outlet and light switch box, or the
backside of the plate with embossed lettering plastic tape or indelible marking pen.
6. Junction and pull box covers shall be labeled with circuits contained within. Mark on outside
with permanent marker in concealed or mechanical spaces, or inside the cover in public areas.
7. Three phase outlet cover plates shall have special 1/8" engraved lettering "208 volt, 3 phase ".
B. Identification shall be engraved, laminated plastic using white letters on black background, unless
otherwise specified.
C. Feeders located in tunnels, pipe chases, or other accessible locations shall be identified as to feeder
number and voltage at least once, and then at 50 feet intervals. Means of identification shall be white
stenciled letters, 1 -1/2 inches high, on a black background.
D. Color- coding of branch circuit wiring shall be as stated in the NEC. Color - coding of neutral
conductors in conduit with multi- circuits shall be as stated in the NEC. Wires of sizes larger than No.
8 AWG shall be color coded by a strip around the conductor at junctions, pull boxes and terminating
points.
1. Color- coding of wiring shall be black (A phase), red (B phase), blue (C phase) for 120/208 -
volt three -phase system with white neutral.
2. Color- coding of grounding wires shall be green.
3.5 INTERRUPTIONS
A. Changes in electrical services shall be made so as to provide a minimum of interference with the
operation of services in the building. When changes require shutdown of building services, notify the
proper building authorities not less than 24 hours in advance and obtain approval from these
authorities before making changes. Such notices shall give duration and nature of shutdown.
Temporary arrangements shall be approved by the Architect/Engineer or Owner.
B. Include costs for temporary wiring and overtime work required, in the Contract price. Remove
temporary wiring at the completion of work.
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BASIC ELECTRICAL MATERIALS AND METHODS
3.6 CUTTING AND PATCHING
A. Provide cutting and fitting necessary to properly install work, unless specifically noted otherwise in
these specifications or shown on the drawings. Coordinate with other trades as required to minimize
the damage and the amount of patching required.
B. Lay out work carefully in advance. Do not cut or notch any structural member or building surface
without specific approval. Carefully carry out any cutting, channeling, chasing or drilling of floors,
walls, partitions, ceilings, paving or other surfaces required for the installation, support, or anchorage
of conduit, raceways, or other electrical materials and equipment.
3.7 PAINTING
A. No painting or finishing is to be included under this contract except as noted. The finish of any item
that has been marred, scratched, or damaged in any way, shall be repainted to the satisfaction of the
Architect/Engineer and the Owner.
3.8 CLEANING OF PREMISES
A. Keep the premises clean of debris caused by the work at all times. Keep material stored, in areas
designated by the Owner, in such a manner so as not to interfere with the progress of the work of
other trades or with the operation of existing facilities.
B. Interiors and exteriors of electrical panels shall be thoroughly cleaned.
C. At the conclusion of the construction, the site shall be thoroughly cleaned of rubble, debris and
unused material and shall be left in good order. Closed off spaces shall be cleaned of waste material,
cartons, and wood frame members used in the construction.
3.9 RECORD OF CHANGES MADE TO THE WORK
A. Maintain at the job site a separate and complete set of electrical plans and specifications upon which
it is clearly and permanently marked in red and noted, in complete detail, any changes made. Include
changes to location and arrangement of electrical apparatus or changes made in the electrical system
and wiring as a result of building construction conditions or as a result of written instructions from the
Architect/Engineer. Such record of changes shall be made daily and the marked plans and
specifications shall be available for the Architect/Engineer's examination at any normal work time.
B. Upon completion of thejob, and before final payment is made, transmit the marked -up plans and
specifications to the Architect /Engineer.
END OF SECTION 26 0100
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Basic Electrical Materials & Methods 260100-9
SECTION 26 0519
CONDUCTORS AND CABLES
PARTI GENERAL
1.1 SECTION INCLUDES
1.2
A. Wires and cables
A. American Wire Gage (AWG)
B. National Electrical Code (NEC).
C. Underwriters' Laboratories, Inc. (UL).
1.3 QUALIFICATIONS
A. Copper conductors shall be manufactured by American Insulated Wire Corp., General Cable, Pirelli
Cable Corp., Rome Cable Corp., Southwire Co., Triangle/PWC Inc., Carol Cable Company, Cablec,
Okonite or approved equivalent.
B. All wiring shall be listed by UL,
PART PRODUCTS
,c
2.1 REQUIREMENTS '
A. Conductors used throughout this project shall be copper.
B. Conductors used for the electrical distribution system at voltages less than 600 volts shall have 600 -
volt insulation.
C. Color- coding shall be as stated in section 26 0100 Identification.
D. Six hundred (600) volt, insulated conductors, 6 AWG or larger, unless shown otherwise on the
drawings or approved by the Architect/Engineer, shall be of the following types:
Type THWN moisture and heat - resistant or THHN heat - resistant thermoplastic (polyvinyl
chloride) insulation rated 75° C in wet and dry locations and 90° C in dry locations.
2. XHHW, moisture and heat - resistant cross - linked polyethylene insulation rated 75° C in wet
locations and 90° C in dry locations.
E. Six hundred (600) volt insulated conductors smaller than 6 AWG, unless shown otherwise on the
drawings or approved by the Architect/Engineer, shall be type THWN moisture- resistant
thermoplastic (polyvinyl chloride) insulation rated 75° C in wet and dry locations.
Conductors 8 AWG and larger shall be stranded. Conductors 10 AWG and smaller shall be solid.
G. Conductors smaller than 12 AWG shall not be used on this project unless otherwise specified, except
that 14 AWG may be used for control wire where the current is less than 10 amps and the conductor
length for each run is less than 50 feet.
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SECTION 26 0519
CONDUCTORS AND CABLES
H. Conductors installed within the ballast compartment of fluorescent fixtures shall be full size 150° C
conductors in accordance with NEC Table 402.3.
Fire alarm and detection cables shall be as required by the fire alarm equipment supplier.
PART 3 EXECUTION
3.1 INSTALLATION
A. Wiring shall be in conduit or approved raceways, unless directed otherwise by Architect /Engineer.
B. For feeders, no more than three phase conductors per conduit shall be installed, unless specifically
shown.
C. For branch circuits, no more than six (6) phase conductors per conduit shall be installed, unless
specifically shown.
D. Each branch circuit shall have a separate neutral for the following:
I. Electronically ballasted light fixtures.
E. Cables of larger sizes shall be continuously lubricated with an approved compound, except as noted,
at the pull -in point of the conduit so that no damage occurs to the insulation. Lubricant shall be
Polywater Lubricant J or approved equivalent. Pulling tension on feeder runs over 200 feet in length
shall be measured by a dynamometer and shall not exceed the manufacturer's recommendations. The
feeders shall be run continuously, without splices.
F. Where wire is run for a future motor connection, to be connected under a separate contract, at least
four (4) additional feet of the feeder wire shall be pulled for future connection.
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SECTION 26 0526
GROUNDING
PART1 GENERAL
1.1 SECTION INCLUDES
A. Electrical System Ground
1.2 REFERENCES
A. American National Standards Institute (ANSI).
B. Institute of Electrical and Electronic Engineers (IEEE).
i C. National Electrical Code (NEC).
D. National Electrical Manufacturers Association (NEMA).
E. Underwriters' Laboratories, Inc. (UL).
1.3 SYSTEM DESCRIPTION
A. Grounding provides equipment protection by allowing protective devices to operate during electrical
faults.
1.4 QUALIFICATION
A. Conductors and connectors: see Sections 26 0519.
B. Bare grounding conductors shall be ES -1895 DSA, as manufactured by Copperweld or approved
equivalent.
C. Ground rods shall be copper -clad as manufactured by Copperweld or approved equivalent.
D. Compression connections shall be as manufactured by Blackburn, Burndy, or approved equivalent.
E. Exothermic connections shall be as manufactured by Cadweld, Furseweld, or approved equivalent.
F. Grounding materials shall meet applicable standards and codes.
PART PRODUCTS
2.1 REQUIREMENTS
A. Ground system shall be as shown on the drawings and as required by the NEC.
PART 3 EXECUTION
3.1 INSTALLATION
A. Grounding connection required for electrical equipment including (but not limited to) the following:
1. Conduit and raceways.
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SECTION 26 0526
GROUNDING
2. Panelboards.
3. Metal, non - current carrying parts of electrical equipment.
B. The electrical system ground shall conform to these specifications, but in no case shall it be less than
the requirements of the NEC.
C. A grounding conductor shall be run in the raceway with the current carrying conductors.
D. An equipment - grounding conductor sized in accordance with Table 250 -122 of the 1999 NEC shall
be provided from the main equipment grounding bus to each panelboard. An equipment - grounding
conductor shall be provided from the main equipment grounding bus or from the grounding bus of the
serving panel, with all equipment feeders and branch circuits.
E. Where steel (magnetic) conduit is used for mechanical protection of a grounding conductor, the
conductor shall be securely bonded to the conduit at each end. This conduit shall be electrically
continuous. Within computer rooms, non - magnetic conduit shall be used for grounding conductor
protection.
F. Accessible or exposed grounding connections shall be made with approved pressure type connectors.
G. Inaccessible or buried grounding connections may be compression or exothermic.
H. Check the continuity of ground in the electrical system. This shall include panels, receptacles,
switches, outlets, and other electrically operated devices. If continuity does not exist, install
additional grounding conductors such that continuity exists.
Branch circuits containing a total of more than 6 feet of flexible metal conduit or liquid tight flexible
metal conduit or having a rating greater than 20 amperes shall have a separate equipment - grounding
conductor.
END OF SECTION 26 0526
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Grounding 260526-2
SECTION 26 0533
CONDUIT AND RACEWAY
PART GENERAL -
r
1.1 SECTION INCLUDES
-
A. Conduit and raceway.
1.2 REFERENCES
A. National Electrical Code (NEC).
B. Conduit shall carry the Underwriters' Laboratories (UL) label.
C. Conduit shall meet the following American National Standards Institute (ANSI), National Electrical
Manufacturers Association (NEMA) and Federal Specifications (FS) standards:
1. Rigid Steel Conduit (RGS): FS WW -C -581 and ANSI C80.1.
2. Electrical Metallic Tubing (EMT): FS WW -C -563, UL797, and ANSI C80.3.
3. Flexible Metal Conduit: FS WW -C -566, CSA, UL.
4. Liquid -Tight Flexible Metal Conduit: CSA, UL.
5. Rigid Nonmetallic Conduit (PVC): NEMA Standards Pub. No. TC3.
1.3 QUALIFICATIONS
A. Rigid nonmetallic conduit shall be Carlon Type 40 PV -DUIT (heavy wall) or approved equivalent.
B. Liquid -tight flexible metal conduit shall be Electri -Flex, Type LA or approved equivalent.
C. Surface raceway shall be Wiremold Co., Walker T &B or approved equivalent.
PART PRODUCTS
2.1 REQUIREMENTS
A. Conduit smaller than'/ -inch diameter shall not be used on this project, except 1/2-inch diameter EMT
may be used for (1) branch circuits in exposed locations, (2) switch legs, or (3) for temperature
control wiring wherever acceptable to the mechanical/temperature Control Contractor,
B. Only threaded type connectors and couplings shall be used with RGS.
C. Connections between EMT, or rigid conduit and PVC shall be made with threaded PVC adapters or
fittings.
D. RGS, flexible conduit or flexible liquid tight conduit including fittings and hangers used throughout
this project shall be galvanized steel.
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SECTION 26 0533
CONDUIT AND RACEWAY
E. Connectors for EMT shall be steel or malleable iron. Fittings shall be capable of carrying ground
fault currents of 10,000 amps ims for 1% inch and smaller, and 20,000 amps rms for 2 -inch and larger
for a minimum of 3 cycles. Fittings shall be Thomas & Betts 5030, 5031, 5120, 5123, or 530 series.
Die cast metal fittings will not be permitted on this project. Connectors l V? and smaller shall be
compression type.
F. Type LA Liquatite flexible conduit, with appropriate fittings which are UL listed as an assembly,
shall be used in a boiler room, kitchen, exterior location or any moist location.
G. Surface Raceway
1. Sheet metal channel with fitted cover.
2; Size: As required.
3 .:r� Finish: Buff enamel.
4:' Fittings, Boxes, and Extension Rings: Furnish manufacturer's standard accessories.
PART 3 EXECUTION
3.1 INSTALLATION
A. Wiring shall be in conduit or approved raceways, unless shown otherwise.
B. Conduit and outlet installation shall be concealed throughout this project, as follows unless otherwise
indicated.
1. Conduit or Raceway above suspended ceilings shall be supported from the building structure
and not from the ceiling grid hanger wires.
C. Conduit throughout this project shall be EMT installed with steel support straps except where shown
otherwise or as follows:
Conduits 2 -1/2 inches trade size and larger for power feeders shall be RGS conduit unless
shown otherwise.
2. Underground conduits shall be PVC schedule 40 regardless of size.
3. In mechanical equipment rooms and other areas where conduit is exposed to physical
damage, RGS conduit shall be installed for wiring systems.
D. Conduit shall not be run horizontally in masonry walls or in masonry wall gaps.
E. Conduit shall not be used as the sole grounding means.
F. Metallic conduit, cut with a power saw or hacksaw, shall be reamed to remove burrs.
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SECTION 26 0533
CONDUIT AND RACEWAY
G. Conduit bends shall be held to as large a radius as possible for ease in pulling of conductors and to
provide a neatly installed appearance. The maximum length of straight conduit runs shall be 200 feet
between pull boxes, with 50 feet deducted for each 90- degree bend and 25 feet deducted for each 45-
degree bend; reduction of length for all other angle bends shall be calculated on a similar basis.
H. No conduits shall be routed in elevator equipment rooms or shafts except those required for the
elevator power and communications.
No conduits shall be routed in the floor beneath or near boilers.
Suspended type conduit hangers for 2 -inch and smaller conduit shall be with mounting devices,
similar to Unistut or Kindorf beam clamps. Hangers for groups of conduit with any size larger than
2 -inch shall be channel type structural shapes, with conduits clamped to channel with U- shaped
clamps.
K. When building ventilation conditions are such that the air may flow continuously in conduits or ducts,
the conduit shall be sealed at each end with a pliable duct sealing compound such as Duct -Seal or
Kerite Putty, or Chase Technology foam. If conduit is installed with possible access to rodents, the
conduit shall be sealed in a manner similar to that described above.
L. Interferences
1. Conduit runs are not shown to allow this contractor to choose the route to thi various
electrical devices. However, care shall be taken to coordinate the conduit runs with duct
work, beams, joists, plumbing pipes, and plumbing fixtures to be installed by other trades.
2. When interference develops, the Architect/Engineer will decide which equipment will be
relocated; regardless of which apparatus was installed first.
M. Install conduit and wiring for electrical devices furnished by other trades or- by the owner on this
project, unless otherwise shown or specified.
N. Insulated Bushings
Conduits shall have insulated bushings installed at entrances to panelboards, starters, pull
boxes and shall be secured to the enclosure by the bushing (and lock nut, if necessary) on the
inside, and by lock nut on the outside.
2. Conduits entering distribution type panelboards and the main switchgear shall have insulated
grounding bushings similar to T & B 3800 series, with bushings connected together by means
of a continuous copper grounding conductor, sized to meet the requirements of the NEC.
O. Connectors, couplings and lock nuts shall be tightened securely by use of the proper tools to assure an
effective and continuous path to ground through the conduit system.
P. Wherever conduit crosses a building expansion joint and is constrained from relief deflection (i.e.
buried in concrete or a straight run anchored in concrete on both sides of the joint), expansion fittings
or expansion/deflection fittings shall be provided.
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SECTION 26 0533
CONDUIT AND RACEWAY
Q. Where wire is run for a motor connection, to be connected under a separate contract, the conduit shall
be terminated in the proper fitting at the correct location.
R. A short piece of flexible metal conduit shall be used in the feeder conduit near the motor.
S. Surface mounted conduit shall be mounted flush to wall and secured by one -hole or two -hole clamps.
T. Exposed raceway shall be surface raceway (metal), except where shown otherwise. Where surface
raceway is required, conduit may be used in boiler rooms, storage areas andjanitor closets.
END OF SECTION 26 0533
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Conduit & Raceway 260533-4
SECTION 26 0533.01
PULL AND JUNCTION BOXES
PART GENERAL
1.1 SECTION INCLUDES
A. Pull, junction, and outlet boxes.
l
1.2 REFERENCES
A. National Electrical Code (NEC).
B. National Electrical Manufacturers Association (NEMA).
C. Underwriters' Laboratories, Inc. (UL).
1.3 QUALIFICATIONS
A. Junction and pull boxes shall be as manufactured by Appleton Electric, Arrow -Hart, Bell Electric /
Square D, General Electric, O.Z. / Gedney Co., Slater Electric Inc., or approved equivalent.
B. Conduit bodies shall be as manufactured by Appleton Electric Co., Crouse -Hinds Co., Harvey
Hubbell Inc., Killark Electric Mfg. Co., O.Z. / Gedney Co., Pyle- National Co., Spring City Electrical
Mfg. Co., or approved equivalent.
C. Bushings, knockout closures and lock nuts shall be as manufactured by Appleton Electric Co.,
Burndy Corp., Crouse -Hinds Co., Gould, Inc., O.Z. / Gedney Co., RACO, Inc., Steel City, Thomas
and Betts Co., or approved equivalent.
D. Interior outlet boxes shall be as manufactured by Appleton Electrical Co., Arrow Conduit and Fittings
Corp., RACO, Inc., Steel City / Thomas and Betts Co. or approved equivalent.
E. Weatherproof outlet boxes shall be as manufactured by Appleton, Bell Electric / Square D Co.,
Crouse -Hinds Co., Harvey Hubbell, Pyle- National, or approved equivalent.
F. Weatherproof outlet boxes for "unattended wet locations while in use" per NEC 406.8(B) (latest
edition), Tay Mac Series 20xxx or approved equivalent.
PART PRODUCTS
2.1 REQUIREMENTS
A. Provide galvanized, UL -code gauge sheet steel junction and pull boxes, with screw -held covers.
Type, shape and size shall be as required to suit each respective location and installation. Boxes shall
have welded seams with stainless steel nuts, bolts, screws and washers.
B. Provide galvanized cast -metal conduit bodies of type, shape, and size to suit each respective location
and installation. Bodies shall have threaded conduit entrances, removable covers, and corrosion
resistant screws.
C. Provide corrosion resistant, punched -steel box knockout closures, conduit lockouts and malleable iron
conduit bushings, and offset connectors of type and size to suit respective uses and installation.
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SECTION 26 0533.01
PULL AND JUNCTION BOXES
D. Outlet Boxes
1. Interior outlet boxes shall be galvanized flat rolled sheet steel, of the type, shape and size,
including box depth to suit each respective location and installation. Boxes shall have
stamped knockouts in back and sides and with threaded screw holes with corrosion- resistant
screws for securing box covers and wiring devices.
a. Provide mounting brackets, wall board hangers, extension rings, fixture studs, cable
clamps, and metal straps to rigidly support outlet boxes as required for each outlet
location.
2;,' Weatherproof outlet boxes shall be corrosion- resistant cast -metal wiring boxes of the type,
shape and size, including box depth to suit each respective location and installation. Boxes
shall have threaded conduit ends and threaded screw holes with corrosion- resistant screws for
securing box covers and wiring devices.
3. Weatherproof switch and receptacle coverplates shall be case aluminum or zinc die cast with
spring hinged waterproof caps, faceplate gaskets, and corrosion- resistant fasteners.
PART 3 EXECUTION
3.1 INSTALLATION
A. Provide pull and junction boxes where required in Part 3 of Section 16130 - Conduit and Raceway.
Unless specifically shown on the drawings to be larger than required by the NEC, size pull and
junction boxes in accordance with the minimum volumes set forth in the NEC.
B. Fasten boxes rigidly to structural surfaces to which they are to be mounted or, solidly embed in
concrete or masonry.
C. Provide electrical grounding connections for installed boxes.
D. Junction boxes above inaccessible ceilings for power, lighting, communication, and signal systems
shall be located about one (1) foot from a recessed fluorescent fixture to allow easy access to the
junction box, by removal of the fixture.
E. Outlet Boxes
1. Provide 4" x 4" galvanized pressed steel outlet box at each receptacle, wall mounted light
fixture, task light, wall switch, or any other device shown.
2. Outlet boxes exposed to weather or located in damp locations shall be galvanized cast iron, or
malleable iron, or cast aluminum. Weatherproof switches and receptacles shall be mounted
in "FS" (4 -point mounting) boxes.
3. Outlet boxes shall be plumb and level and shall be firmly secured in position, with the face of
the box flush with the finished wall or ceiling.
4. Remove only knockouts which are required for connection of conduit or insertion of
conductors. Provide plugs for unused openings.
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SECTION 26 0533.01
PULL AND JUNCTION BOXES
5. Conduit shall enter box squarely and shall be secured by means of lockout on outside and
insulated bushing inside.
6. Provide electrical grounding connections for installed boxes.
7. Outlet boxes mounted on opposite side of fire rated walls shall have a minimum 24"
horizontal spacing.
8. Outlet boxes mounted on opposite side of non -fire rated walls shall have a minimum of 6"
horizontal spacing.
9. Outlet boxes shall be mounted 18" above finished floor to center of box for receptacles and
48" for switched unless shown otherwise on the drawings.
END OF SECTION 26 0533.01
Robert A. Lee Recreation Center Improvements - East Entry Remodeling Project 110355 -0
Pall & Junction Boxes 26 0533.01 -3
SECTION 26 5600
EXTERIOR LIGHTING
PARTI - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary Conditions
and Division 01 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section includes the following:
1. Exterior luminaires with lamps and ballasts.
2. Luminaire - mounted photoelectric relays. -
3. Poles and accessories.
1.3 DEFINITIONS
A. CRI: Color- rendering index.
B. HID: High- intensity discharge,
C. Luminaire: Complete lighting fixture, including ballast housing if provided.
D. Pole: Luminaire support structure, including tower used for large area illumination.
E. Standard: Same definition as "Pole" above.
1.4 SUBMITTALS
A. Product Data: For each luminaire, pole, and support component, arranged in order of lighting unit
designation. Include data on features, accessories, finishes, and the following:
Physical description of luminaire, including materials, dimensions, effective projected area,
and verification of indicated parameters.
2. Details of attaching luminaires and accessories.
3. Details of installation and construction.
4. Luminaire materials.
5. Photometric data based on laboratory tests of each luminaire type, complete with indicated
lamps, ballasts, and accessories.
a. For indicated luminaires, photometric data shall be certified by a qualified
independent testing agency. Photometric data for remaining luminaires shall be
certified by manufacturer.
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SECTION 26 5600
_ EXTERIOR LIGHTING
b. Photometric data shall be certified by manufacturer's laboratory with a current
accreditation under the National Voluntary Laboratory Accreditation Program for
Energy Efficient Lighting Products.
6. Photoelectric relays.
7. Ballasts, including energy - efficiency data.
8. Lamps, including life, output, and energy - efficiency data.
9. Materials, dimensions, and finishes of poles.
10. Means of attaching luminaires to supports, and indication that attachment is suitable for
components involved.
11. Anchor bolts for poles.
12. Manufactured pole foundations.
B. Shop Drawings:
1. Anchor -bolt templates keyed to specific poles and certified by manufacturer.
2. Design calculations, certified by a qualified professional engineer, indicating strength of
screw foundations and soil conditions on which they are based.
3. Wiring Diagrams: Power and control wiring.
C. Pole and Support Component Certificates: Signed by manufacturers of poles, certifying that products
are designed for indicated load requirements in AASHTO LTS4 and that load imposed by luminaire
has been included in design.
D. Qualification Data: For agencies providing photometric data for lighting fixtures.
E. Operation and Maintenance Data: For luminaires and poles to include in emergency, operation, and
maintenance manuals.
F. Warranty: Special warranty specified in this Section.
1.5 DELIVERY, STORAGE, AND HANDLING
A. Package aluminum poles for shipping according to ASTM B 660.
B. Store poles on decay- resistant- treated skids at least 12 inches (300 mm) above grade and vegetation.
Support poles to prevent distortion and arrange to provide free air circulation.
C. Handle wood poles so they will not be damaged. Do not use pointed tools that can indent pole
surface more than 1/4 inch (6 mm) deep. Do not apply tools to section of pole to be installed below
ground line.
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SECTION 26 5600
EXTERIOR LIGHTING
D. Retain factory- applied pole wrappings on fiberglass and laminated wood poles until right before pole
installation. Handle poles with web fabric straps.
E. Retain factory- applied pole wrappings on metal poles until right before pole installation. For poles
with nonmetallic finishes, handle with web fabric straps.
1.6 WARRANTY
A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace
products that fail in materials or workmanship; that corrode; or that fade, stain, perforate, erode, or
chalk due to effects of weather or solar radiation within specified warranty period. Manufacturer may
exclude lightning damage, hail damage, vandalism, abuse, or unauthorized repairs or alterations from
special warranty coverage.
1. Warranty Period for Luminaires: Five years from date of Substantial Completion.
2. Warranty Period for Metal Corrosion: Five years from date of Substantial Completion.
3. Warranty Period for Color Retention: Five years from date of Substantial Completion.
4. Warranty Period for Lamps: Replace lamps and fuses that fail within 12> months from date
of Substantial Completion; furnish replacement lamps and fuses that fail within the second 12
months from date of Substantial Completion.
5.
PART 2- PRODUCTS
2.1
2.2
Warranty Period for Poles: Repair or replace lighting poles and standards that; fail in finish,
materials, and workmanship within manufacturer's standard warranty period, but not IeS's than
three years from date of Substantial Completion.
MANUFACTURERS
A. In other Part 2 articles where titles below introduce lists, the following requirements apply to product
selection:
B. In Exterior Lighting Device Schedule where titles below are column or row headings that introduce
lists, the following requirements apply to product selection:
1. Manufacturers: Subject to compliance with requirements, provide products by one of the
manufacturers specified.
LUMINAIRES, GENERAL REQUIREMENTS
A. Luminaires shall comply with UL 1598 and be listed and labeled for installation in wet locations by
an NRTL acceptable to authorities having jurisdiction.
B. Comply with IESNA RP -8 for parameters of lateral light distribution patterns indicated for
luminaires.
C. Metal Parts: Free of burrs and sharp corners and edges.
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SECTION 26 5600
EXTERIOR LIGHTING
D. Sheet Metal Components: Corrosion- resistant aluminum, unless otherwise indicated. Form and
support to prevent warping and sagging.
E. Housings: Rigidly formed, weather- and light -tight enclosures that will not warp, sag, or deform in
use. Provide filter/breather for enclosed luminaires.
F. Doors, Frames, and Other Internal Access: Smooth operating, free of light leakage under operating
conditions, and designed to permit relamping without use of tools. Designed to prevent doors,
frames, lenses, diffusers, and other components from falling accidentally during relamping and when
secured in operating position. Doors shall be removable for cleaning or replacing lenses. Designed
to disconnect ballast when door opens.
G. Exposed Hardware Material: Stainless steel.
H. Plastic Parts: High resistance to yellowing and other changes due to aging, exposure to heat, and UV
radiation.
Light Shields: Metal baffles, factory installed and field adjustable, arranged to block light
distribution to indicated portion of nornally illuminated area or field.
Reflecting surfaces shall have minimum reflectance as follows, unless otherwise indicated:
White Surfaces: 85 percent.
2. Specular Surfaces: 83 percent.
3. Diffusing Specular Surfaces: 75 percent.
K. Lenses and Refractors Gaskets: Use heat- and aging - resistant resilient gaskets to seal and cushion
lenses and refractors in luminaire doors.
L. Luminaire Finish: Manufacturer's standard paint applied to factory- assembled and - tested luminaire
before shipping. Where indicated, match finish process and color of pole or support materials.
M. Factory - Applied Finish for Steel Luminaires: Comply with NAAMM's "Metal Finishes Manual for
Architectural and Metal Products" for recommendations for applying and designating finishes.
1.. Surface Preparation: Clean surfaces to comply with SSPC -SP 1, "Solvent Cleaning," to
remove dirt, oil, grease, and other contaminants that could impair paint bond. Grind welds
and polish surfaces to a smooth, even finish. Remove mill scale and rust, if present, fi•om
uncoated steel, complying with SSPC -SP 5/NACE No. 1, "White Metal Blast Cleaning," or
=: SSPC -SP 8, "Pickling."
1 Exterior Surfaces: Manufacturer's standard finish consisting of one or more coats of primer
= and two finish coats of high - gloss, high -build polyurethane enamel.
a. Color: As selected from manufacturer's standard catalog of colors.
b. Color: As selected by Design Professional from manufacturer's full range.
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SECTION 26 5600
EXTERIOR LIGHTING
N. Factory- Applied Finish for Aluminum Luminaires: Comply with NAAMM's "Metal Finishes Manual
for Architectural and Metal Products" for recommendations for applying and designating finishes.
1. Finish designations prefixed by AA comply with the system established by the Aluminum
Association for designating aluminum finishes.
2. Natural Satin Finish: Provide fine, directional, medium satin polish (AA -M32); buff
complying with AA -M20; and seal aluminum surfaces with clear, hard -coat wax.
3. Class I, Clear Anodic Finish: AA- M32C22A41 (Mechanical Finish: medium satin;
Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class 1, clear
coating 0.018 mm or thicker) complying with AAMA 611.
4. Class I, Color Anodic Finish: AA- M32C22A42/A44 (Mechanical Finish: medium satin;
Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class 1, integrally
colored or electrolytically deposited color coating 0.018 mm or thicker) complying with
AAMA 611.
2,3 LUMINAIRE- MOUNTED PHOTOELECTRIC RELAYS
A. Comply with UL 773 or UL 773A.
B. Contact Relays: Factory mounted, single throw, designed to fail in the on position, and factory set to
turn light unit on at 1.5 to 3 fc (16 to 321x) and off at 4.5 to 10 fc (48 to 1081x) with 15- second
minimum time delay. Relay shall have directional lens in front of photocell to prevent artificial light
sources from causing false turnoff.
1. Relay with locking -type receptacle shall comply with NEMA C136.10.
2. Adjustable window slide for adjusting on -off set points. - J
2.4 BALLASTS FOR HID LAMPS
A. Comply with ANSI C82.4 and UL 1029 and capable of open- circuit operation without reduction of
average lamp life. Include the following features, unless otherwise indicated:
1. Ballast Circuit: Constant - wattage autotransformer or regulating high - power- factor type.
2. Minimmn Starting Temperature: Minus 22 deg F (Minus 30 deg C).
3. Normal Ambient Operating Temperature: 104 deg F (40 deg C).
4. Ballast Fuses: One in each ungrounded power supply conductor. Voltage and current ratings
as recorunended by ballast manufacturer.
B. Auxiliary, Instant -On, Quartz System: Factory- installed feature automatically switches quartz lamp
on when fixture is initially energized and when momentary power outages occur. System
automatically turns quartz lamp off when HID lamp reaches approximately 60 percent of light output.
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SECTION 26 5600
EXTERIOR LIGHTING
C. HiglPressure Sodium Ballasts: Electromagnetic type with solid -state igniter /starter and capable of
" oped= eircuit operation without reduction of average lamp life. Igniter /starter shall have an average
life in pulsing mode of 10,000 hours at an igniter /starter -case temperature of 90 deg C.
1. Instant- Restrike Device: Integral with ballast, or solid -state potted module, factory installed
within fixture and compatible with lamps, ballasts, and mogul sockets up to 150 W.
a. Restrike Range: 105- to 130 -V ac.
b. Maximum Voltage: 250 -V peak or 150 -V ac RMS.
2. Minimum Starting Temperature: Minus 40 deg F (Minus 40 deg Q.
2.5 HID LAMPS
A. High - Pressure Sodium Lamps: ANSI C78.42, CRI 21 (minimum), color temperature 1900 K, and
average rated life of 24,000 hours, minimum.
Dual -Arc Tube Lamp: Arranged so only one of two arc tubes is lighted at one time and,
when power is restored after an outage, the cooler arc tube, with lower internal pressure,
lights instantly, providing an immediate 8 to 15 percent of normal light output.
B. Metal - Halide Lamps: ANSI C78.1372, with a minimum CRI 80, and color temperature 4000 K.
C. Pulse- Start, Metal - Halide Lamps: Minimum CRI 80, and color temperature 4000 K.
D. Ceramic, Pulse- Start, Metal - Halide Lamps: Minimum CRI 85, and color temperature 4000 K.
2.6 POLES AND SUPPORT COMPONENTS, GENERAL REQUIREMENTS
A. Structural Characteristics: Comply with AASHTO LTS -4.
I. Wind -Load Strength of Poles: Adequate at indicated heights above grade without failure,
permanent deflection, or whipping in steady winds of speed indicated in Part I "Structural
Analysis Criteria for Pole Selection" Article, with a gust factor of 1.3.
2. Strength Analysis: For each pole, multiply the actual equivalent projected area of luminaires
and brackets by a factor of 1.1 to obtain the equivalent projected area to be used in pole
selection strength analysis.
B. Luminaire Attachment Provisions: Comply with lutninaire manufacturers' mounting requirements.
Use stainless -steel fasteners and mounting bolts, unless otherwise indicated.
C. Mountings, Fasteners, and Appurtenances: Corrosion- resistant items compatible with support
components.
1. Materials: Shall not cause galvanic action at contact points.
2. Anchor Bolts, Leveling Nuts, Bolt Caps, and Washers: Hot -dip galvanized after fabrication,
unless stainless -steel items are indicated.
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SECTION 26 5600
EXTERIOR LIGHTING
3. Anchor -Bolt Template: Plywood or steel.
D. Concrete Pole Foundations: Cast in place, with anchor bolts to match pole -base flange. Concrete,
reinforcement, and formwork are specified in Division 03 Section "Cast -in -Place Concrete."
E. Power - Installed Screw Foundations: Factory fabricated by pole manufacturer, with structural steel
complying with ASTM A 36/A 36M and hot -dip galvanized according to ASTM A 123/A 123M; and
with top -plate and mounting bolts to match pole base flange and strength required to support pole,
luminaire, and accessories.
F. Breakaway Supports: Frangible breakaway supports, tested by an independent testing agency
acceptable to authorities having jurisdiction, according to AASHTO LTS-4.
PART 3- EXECUTION
3.1 LUMINAIRE INSTALLATION
A. Install lamps in each luminaire.
B. Fasten luminaire to indicated structural supports.
1. Use fastening methods and materials selected to resist seismic forces defined_ for the
application and approved by manufacturer.
3.2 POLE INSTALLATION
A. Align pole foundations and poles for optimum directional alignment of luminaires and their mounting
provisions on the pole.
B. Clearances: Maintain the following minimum horizontal distances of poles from surface and
underground features, unless otherwise indicated on Drawings:
1. Fire Hydrants and Storm Drainage Piping: 60 inches (1520 turn.
2. Water, Gas, Electric, Communication, and Sewer Lines: 10 feet (3 m).
3. Trees: 15 feet (5 m),
C. Concrete Pole Foundations: Set anchor bolts according to anchor -bolt templates furnished by pole
manufacturer. Concrete materials, installation, and finishing requirements are specified in Division
03 Section "Cast -in -Place Concrete."
D. Foundation - Mounted Poles: Mount pole with leveling nuts, and tighten top nuts to torque level
recommended by pole manufacturer.
Use anchor bolts and nuts selected to resist seismic forces defined for the application and
approved by manufacturer.
2. Grout void between pole base and foundation. Use nonshrink or expanding concrete grout
firnly packed to 611 space.
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Exterior Lighting 265600-7
3.3
3.4
SECTION 26 5600
EXTERIOR LIGHTING
Install base covers, unless otherwise indicated.
E. Poles and Pole Foundations Set in Concrete Paved Areas: Install poles with minimum of 6 -inch-
(150-mm-) wide, unpaved gap between the pole or pole foundation and the edge of adjacent concrete
slab. Fill unpaved ring with pea gravel to a level 1 inch (25 mnr) below top of concrete slab.
F. Raise and set poles using web fabric slings (not chain or cable).
GROUNDING
A. Ground metal poles and support strictures according to Division 26 Section "Grounding and Bonding
for Electrical Systems."
Install grounding electrode for each pole, unless otherwise indicated.
2. Install grounding conductor pigtail in the base for connecting luminaire to grounding system.
B. Ground nonmetallic poles and support structures according to Division 26 Section "Grounding and
Bonding for Electrical Systems."
Install grounding electrode for each pole.
2. Install grounding conductor and conductor protector.
3. Ground metallic components of pole accessories and foundations.
FIELD QUALITY CONTROL
A. Inspect each installed fixture for damage. Replace damaged fixtures and components.
B. Illumination Observations: Verify normal operation of lighting units after installing luminaires and
energizing circuits with normal power source.
Verify operation of photoelectric controls.
END OF SECTION 26 5600
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Exterior Lighting 265600-8
Division 32
Exterior Improvements
Division 32
SECTION 32 1116
AGGREGATE SUBBASE COURSES
PARTI GENERAL
LI SECTION INCLUDES
A. Granular subbase to be placed under surfaced areas.
PART PRODUCTS
2.1 GRANULARSUBBASE
A. Abrasion: Less than 45, AASHTO T96
B. Mud Balls: 4% maximum
C. Gradation:
(IDOT Gradation No. 14)
Sieve Size Percent Passing
1.5 in. (37.5 turn) 100% a
0.75 in (19 mm) 70 -90%
No. 8 (2.36 mm) 10 -40%
No. 200 (75 mm) 3 -10%
PART 3 EXECUTION
3.1 GRANULAR SUBBASE
A. Check subgrade for conformity with elevations and sections immediately before placing aggregate
subbase material. Subgrade shall have been prepared in accordance with the plans.
B. Granular subbase material shall be uniformly moist prior to, and during compaction.
C. Place subbase material in compacted layers not more than 6 in. (150mm) thick.
D. Spread, shape, and compact all aggregate base material deposited on the subgrade during the same
day.
E. Compact material to not less than 95% of maximum density: ASTM D698.
F. Proofioll prepared subbase surface using heavy, rubber -tired rollers, with a 25 -ton minimum gross
vehicle weight.
1. Check for unstable areas.
2. Check for areas requiring additional compaction.
Robert A. Lee Recreation Center Improvements - East Entry Remodeling Project 110355 -0
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SECTION 32 1116
AGGREGATE SUBBASE COURSES
G. Do not begin base work until such conditions have been corrected and are ready to receive base.
3.2 IN-PLACE FIELD DENSITY TESTS
A. Minimum field density testing requirement is one test per 2,000 square feet (185.5m2) per lift.
END OF SECTION 32 1116
Robert A. Lee Recreation Center Improvements - East Entry Remodeling Project 110355-0
Aggregate Subbase Courses 321116-2
SECTION 32 1216
BITUMINOUS CONCRETE PAVEMENT
PARTI GENERAL
1.1 SECTION INCLUDES
A. All asphaltic cement concrete pavements, including submittals, quality assurance, qualifications,
materials, surface preparation, full depth asphalt patches, fixture adjustments, HMA mixture,
preparation and installation, cleaning and protection for asphaltic concrete pavements.
1.2 SUBMITTALS
A. Samples: Job -mix design and samples of materials for laboratory analysis.
B. Certificates: Provide certificates that materials comply with Specification requirements, signed by
asphalt concrete producer and Contractor.
1.3 QUALITY ASSURANCE
A. In addition to other specified conditions, comply with the following minimum requirements
Test in -place asphalt concrete courses for compliance with requirements for density,
thickness, and surface smoothness.
2. Provide final surfaces of uniform texture conforming to required grades and cross sections.
1.4 QUALIFICATIONS
A. Use only materials which are furnished by a bulk asphalt concrete producer regularly engaged in
production of hot -mix, hot -laid asphalt concrete. "
PART PRODUCTS
2.1 MATERIALS
A. Asphalt Cement Concrete Courses: Base course: Y4" mix IM ESAL, Surface course: %s" mix 1M
ESAL.
B. Aggregate shall conform with Iowa DOT Specification Section 4127, using 1/2 in. or 3/4 in.
aggregate.
C. Tack Coat: In conformance with Iowa DOT Specification Section 2303.
2.2 ASPHALT - AGGREGATE MIXTURES
A. Job -mix criteria: Comply with the mix requirements of Iowa DOT Specifications Section 2303.
PART 3 EXECUTION
3.1 SURFACE PREPARATION
A. Natural subgrade and granular subbase shall be prepared in accordance with plan details and Section
32 1116.16 - Aggregate Subbase Courses.
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Bituminous Concrete Pavement 321216-1
SECTION 32 1216
BITUNBNOUS CONCRETE PAVEMENT
B. , Loose and Foreign Material
I. Remove loose and foreign material from compacted subgrade or subbase immediately before
application of paving.
2. Do not displace subbase material.
C. Tack Coat
Uniformly apply tack coat of either RC -70, or MC -70, or CSS -IH in accordance with Iowa
DOT Specification 2303.02E.
2. Tack coat is incidental to leveling and surface course.
3.2 FULL DEPTH ASPHALT PATCHES
A. Saw cut area to be repaired and remove asphalt and base necessary to obtain firm support. Prepare
existing subbase in accordance with Section 32 1116.16 - Aggregate Subbase Courses.
B. If existing subbase and/or subgrade are unsuitable for placement of asphalt patch, contact Owner's
representative before proceeding.
C. Place subbase material on stabilized area in accordance with Section 32 1116.16 - Aggregate
Subbase Courses.
D. Prime edges of existing asphalt.
E. Install full depth material and compact. Finish to be level with surrounding pavement. Any low
points or ponding in the patch area shall be corrected by the Contractor at no cost to the Owner.
3.3 FRAME ADJUSTMENTS
A. Adjust frames of subsurface structures to final grades as work incidental to the surface course.
3.4 PREPARING THE MIXTURE
A. Comply with Iowa DOT Specifications Sections 2203 and 2303.
3.5 INSTALLATION
A. Comply with Iowa DOT Specifications Sections 2203 and 2303.
B. Use automatic screed control for all leveling and surface courses.
3.6 CLEANING AND PROTECTION
A. Cleaning: After completion of paving operations, clean surfaces of excess or spilled asphalt materials
to the satisfaction of Owner's Representative.
B. Protection
Robert A. Lee Recreation Center Improvements - East Entry Remodeling Project 110355 -0
Bituminous Concrete Pavement 321216-2
SECTION 32 1216
BITUMINOUS CONCRETE PAVEMENT
I. Protect PCC slabs or curbs adjacent to the HMA being placed to prevent staining or asphalt
deposits on these items.
2. After final rolling, do not pennit vehicular traffic on asphalt concrete pavement until it has
cooled and hardened, and in no case sooner than six hours.
3. Provide barricades and warning devices as required to protect pavement and the general
public.
4. Cover openings of structures in the area of paving until permanent coverings are placed.
END OF SECTION 32 1216
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Bituminous Concrete Pavement 321216-3
SECTION 32 1723.13
PAINTED PAVEMENT MARKINGS
PARTI GENERAL
1.1 SECTION INCLUDES
A. Pavement markings for asphalt and Portland cement concrete pavements,
1.2 SUBMITTALS
A. Certification by the materials manufacturer of compliance to the specification:;
PART PRODUCTS
2.1 PAVEMENT MARKING MATERIALS
c;
A. Traffic lane permanent marking paint. Factory mixed, quick drying and non - bleeding, conform to
Iowa DOT Standard Specification Section 4183 for Fast -Dry Epoxy Traffic Paint.
B. Color: Yellow or white, as specified on the Plans or as directed by the Architect/Engineer.
C. Reflectorized spheres for the traffic paint shall meet Iowa DOT Standard Specification Section 4184.
PART 3 EXECUTION
3.1 MARKING ASPHALT OR P.C. CONCRETE PAVEMENT
A. Cleaning
Sweep surface with power broom supplemented by hand brooms to remove loose materials
and dirt.
2. Prepare surface in accordance with pavement markings manufacturer.
3. Do not begin marking pavement until acceptable to Owner's Representative. No markings
shall be applied until adequate cure time has been obtained on the paving. A minimum of
three days of time elapse after asphalt pavement is placed.
B. Apply paint with mechanical equipment
I . Lines shall be 4 in. (100mm) wide or at the width designated on the Plans. The locations and
lengths are shown on the Plans.
2. Symbols shall conform to the details shown on the Plans.
3. Provide uniform straight edges.
4. Not less than 16 mils, wet shall be applied in accordance with manufacturers recommended
rates.
END OF SECTION 32 1723
Robert A. Lee Recreation Center Improvements - East Entry Remodeling Project 110355 -0
Painted Pavement Markings 321723-1
Prepared by: Kumi Morris, Engineering Division, 410 E. Washington St., Iowa City, IA 52240,(319)356-5044
RESOLUTION NO. 12 -207
RESOLUTION SETTING A PUBLIC HEARING ON MAY 15, 2012 ON PLANS,
SPECIFICATIONS, FORM OF CONTRACT, AND ESTIMATE OF COST FOR
THE CONSTRUCTION OF THE ROBERT A. LEE RECREATION CENTER
IMPROVEMENTS - EAST ENTRY REMODELING PROJECT, DIRECTING CITY
CLERK TO PUBLISH NOTICE OF SAID HEARING, AND DIRECTING THE CITY
ENGINEER TO PLACE SAID PLANS ON FILE FOR PUBLIC INSPECTION.
WHEREAS, funds for this project are available in the Recreation Center Improvement
account # 4316
BE IT RESOLVED BY THE COUNCIL OF THE CITY OF IOWA CITY, IOWA:
That a public hearing on the plans, specifications, form of contract, and estimate of cost
for the construction of the above - mentioned project is to be held on the 15th day of May,
2012, at 7:00 p.m. in the Emma J. Harvat Hall, City Hall, Iowa City, Iowa, or if said meeting
is cancelled, at the next meeting of the City Council thereafter as posted by the City Clerk.
2. That the City Clerk is hereby authorized and directed to publish notice of the public hearing
for the above -named project in a newspaper published at least once weekly and having a
general circulation in the City, not less than four (4) nor more than twenty (20) days before
said hearing.
3. That the copy of the plans, specifications, form of contract, and estimate of cost for the
construction of the above -named project is hereby ordered placed on file by the City
Engineer in the office of the City Clerk for public inspection.
Passed and approved this 1st day of May _'20 12
�^
MAYOR
�j Approved by
ATTEST: G (M
CITY LERK City Attorney's Office f ttll(Z
pweng[RES12012remtrremodel
Resolution No.
Page 2
12 -207
It was moved by Champion and seconded by ni rkang the
Resolution be adopted, and upon roll call there were:
AYES: NAYS: ABSENT:
x Champion
x Dickens
x Dobyns
x Hayek
x Mims
x Payne
x Tlnogmorton
NOTICE TO BIDDERS
ROBERT A. LEE RECREATION CENTER IMPROVEMENTS — EAST ENTRY REMODELING PROJECT
Sealed proposals will be received by the City Clerk of the City of Iowa City, Iowa, until 2:30 P.M. on the 14'h
day of June, 2012. Sealed proposals will be opened immediately thereafter by the City Engineer or designee.
Bids submitted by fax machine shall not be deemed a "sealed bid" for purposes of this Project. Proposals
received after this deadline will be returned to the bidder unopened. Proposals will be acted upon by the City
Council at a meeting to be held in the Emma J. Harvat Hall at 7:00 P.M. on the IV 'day day of June, 2012, or at a
special meeting called for that purpose.
The Project will involve the following:
There will be a pre -bid meeting on Thursday, May 31, 2012 at 10:30 a.m. in Meeting Room B in the
Robert A. Lee Recreation Center, located at 220 S. Gilbert Street, Iowa City.
This project modifies and updates the east entry of the Robert A. Lee Recreation Center. This includes
replacing the ramp, railing, and relocating the stairs, as well as extending the dock area. The existing
structural slab is updated with the addition of concrete pavers, a light pole, and benches. Existing canopy
fighting will be replaced and repopulated. The patio is extended by the addition of a lower patio to include
light poles and concrete planters. ADA parking is relocated and improved. The existing driving path
adjacent to the entry will become one directional to facilitate safety. Additional parking stripes and a curb
will implement this update. The contractor will be responsible for all associated mechanical, structural and
electrical work.
All work is to be done in strict compliance with the plans and specifications prepared by Shive - Hattery, Inc.
of Iowa City, Iowa, which have heretofore been approved by the City Council, and are on file for public exami-
nation in the Office of the City Clerk.
Each proposal shall be completed on a form furnished by the City and must be accompanied in a sealed
envelope, separate from the one containing the proposal, by a bid bond executed by a corporation
authorized to contract as a surety in the State of Iowa, in the sum of 10% of the bid. The bid security shall be
made payable to the TREASURER OF THE CITY OF IOWA CITY, IOWA, and shall be forfeited to the City of
Iowa City in the event the successful bidder fails to enter into a contract within ten (10) calendar days of the
City Council's award of the contract and post bond satisfactory to the City ensuring the faithful performance of
the contract and maintenance of said Project, if required, pursuant to the provisions of this notice and the
other contract documents. Bid bonds of the lowest two or more bidders may be retained for a period of not to
exceed fifteen (15) calendar days following award of the contract, or until rejection is made. Other bid bonds
will be returned after the canvass and tabulation of bids is completed and reported to the City Council.
The successful bidder will be required to furnish a bond in an amount equal to one hundred percent (100 %)
of the contract price, said bond to be issued by a responsible surety approved by the City, and shall
guarantee the prompt payment of all materials and labor, and also protect and save harmless the City from
all claims and damages of any kind caused directly or indirectly by the operation of the contract, and shall
also guarantee the maintenance of the improvement for a period of one (1) year(s) from and after its com-
pletion and formal acceptance by the City Council.
The following limitations shall apply to this Project:
Specified Start Date: August 13, 2012; completion date: November 16, 2012
Liquidated Damages: $200 per day
The plans, specifications and proposed contract documents may be examined at the office of the City Clerk.
Copies of said plans and specifications and form of proposal blanks may be secured at the Office of Iowa
City Reprographics, 114 S. Dubuque St., Iowa City, JA 52240, (319)338 -7872, by bona fide bidders.
A $20.00 refundable fee is required for each set of plans and specifications provided to bidders or other
interested persons. A $25.00 nonrefundable shipping and handling charge for plans sent through postal mail.
The fee shall be in the form of a check, made payable to Iowa City Reprographics.
Prospective bidders are advised that the City of Iowa City desires to employ minority contractors and
subcontractors on City projects. A listing of minority contractors can be obtained from the Iowa Department of
Economic Development at (515) 242 -4721 and the Iowa Department of Transportation Contracts Office at
(515) 239 -1422.
Bidders shall list on the Form of Proposal the names of persons, firms, companies or other parties with
whom the bidder intends to subcontract. This list shall include the type of work and approximate subcontract
amount(s).
The Contractor awarded the contract shall submit a list on the Form of Agreement of the proposed
subcontractors, together with quantities, unit prices and extended dollar amounts.
By virtue of statutory authority, preference must be given to products and provisions grown and coal
produced within the State of Iowa, and to Iowa domestic labor, to the extent lawfully required under Iowa
Statutes. The Iowa reciprocal resident bidder preference law applies to this Project.
The City reserves the right to reject any or all proposals, and also reserves the right to waive technicalities
and irregularities.
Published upon order of the City Council of Iowa City, Iowa.
MARIAN K. KARR. CITY CLERK F%2ncdtmfiWobiddxerecV improve- eas�side doc
Pt,�J
Prepared by: Kum! Morris, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356 -5044
RESOLUTION NO.
RESOLUTION APPROVING PLANS, SPECIFICATIONS, FORM OF CON-
TRACT, AND ESTIMATE OF COST FOR THE CONSTRUCTION OF THE
ROBERT A. LEE RECREATION CENTER IMPROVEMENTS — EAST ENTRY
REMODELING PROJECT, ESTABLISHING AMOUNT OF BID SECURITY TO
ACCOMPANY EACH BID, DIRECTING CITY CLERK TO PUBLISH NOTICE TO
BIDDERS, AND FIXING TIME AND PLACE FOR RECEIPT OF BIDS.
1
WHEREAS, notice of public hearing on the plans, specifications, form of contract and estimate of
cost for the above -named project was published as required by law, and the hearing thereon held;
and
WHEREAS, funds for this project are available in the Recreation Center Improvement account
#4316.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA
CITY, IOWA THAT:
1. The plans, specifications, form of contract and estimate of cost for the above -named
project are hereby approved.
2. The amount of bid security to accompany each bid for the construction of the above -
named project shall be in the amount of 10% (ten percent) of bid payable to Treasurer,
City of Iowa City, Iowa.
3, The City Clerk is hereby authorized and directed to publish notice, not less than 4 and not
more than 45 days before the date for filing the bids, for the receipt of bids for the
construction of the above -named project in a newspaper published at least once weekly
and having a general circulation in the city.
4. Sealed bids for the above -named project are to be received by the City of Iowa City, Iowa,
at the Office of the City Clerk, at the City Hall, before 2:30 p.m. on the 14th day of June,
2012. At that time, the bids will be opened by the City Engineer or his designee, and
thereupon referred to the City Council of the City of Iowa City, Iowa, for action upon said
bids at its next regular meeting, to be held at the Emma J. Harvat Hall, City Hall, Iowa City,
Iowa, at 7:00 p.m. on the 19 day of June, 2012, or at a special meeting called for that
purpose.
Passed and approved this 15th day of
MAYOR
ATTEST: niu�uJ >���iLrJ
CITY LERK
Pmng/ rest recctr- eastentryimprov- appp &s.doc 5112
20 12
Approved by
6J wy�
City Attorney's Office 611117,
Resolution No. 12 -245
Page 2
It was moved by Payne and seconded by Dobyns the
Resolution be adopted, and upon roll call there were:
AYES: NAYS: ABSENT:
x
x
x
x
—X_
Champion
Dickens
Dobyns
Hayek
Mims
Payne
Th ogmorton
OFFI CIAL PUBLICATION
Printer's Fee
CERTIFICATE OF PUBLICATION
STATE OF IOWA,
JOHNSON COUNTY, SS:
THE IOWA CITY PRESS - CITIZEN
FED.ID #42- 0330670
being duly sworn, say that I am
the legal cleric of the IOWA CITY
PRESS- CITIZEN, a newspaper
published in said county, and
that a notice, a printed copy of
which is hereto attached, was
published in said paper I
time(s), on the following date(s):
� w dnfL 1 ZQ 1 �
Legal Cle c
Subscribed and sworn to
before me this .day of
A.D. 20.x-.
Notary Public
opPr•cs LINDAKROT2
Commission Number 7326191
' MyCofffissionElplies
• °"` Janua 27, 2014
NOTICE TO BIDDERS
ROBERT A. LEE RECREATION
CENTER IMPROVEMENTS —
EAST ENTRY REMODELING
PROJECT
_ Sealed proposals will be
received by the City Clerk of the
City of Iowa City, Iowa, until 2:30
P.M. on the 14th day of June, 2012.
Sealed proposals will be opened
Immediately thereafter by the City
Engineer or designee. Bids sub-
mitted by fax machine shall not be
deemed a "sealed bid" for pur-
poses of this Project. Proposals
received after this deadline will be
_ returned to the bidder unopened.
Proposals will be acted upon by
the City Council at a meeting to be
held in the Emma J. Hawat Hall at
7:00 P.M. on the 19th day of June,
2012, or at a special meeting called
for that purpose.
The Project will involve the fol-
lowing:
There will be a pre -bid meeting
on Thursday, May 31, 2012 at
10:30 a.m. In Meeting Room B in
the Robert A. Lee Recreation
Center, located at 220 S, Gilbert
Street, Iowa City.
This project modifies and
updates the east entry of the
Robert A. Lee Recreation Center.
This Includes replacing the ramp,
railing, and relocating the stairs, as
well as extending the dock area.
The existing structural slab Is
updated with the addition of con-
crete pavers, a light pole, and
benches. Existing canopy lighting
will be replaced and repopulated.
The patio Is extended by the addi-
tion of a lower patio to Include light
poles and concrete planters. ADA
parking is relocated and Improved.
The existing driving path adjacent
to the entry will become one direc-
tional to facilitate safety. Additional
parking stripes and a curb will
Implement this update. The can-
tracker will be responsible for all
associated mechanical, structural
and electrical work.
All work Is to be done in strict
compliance with the plans and
specifications prepared by Shive-
Haltery, Inc. of Iowa City, Iowa,
which have heretofore been
approved by the City Council, and
are on file for public examination in
the Office of the City Clerk.
Each proposal shall be complet-
ed on a form furnished by the City
and must be accompanied In a
sealed envelope, separate from
the one containing the proposal, by
a bid bond executed by a corpora-
tion authorized to contract as a
surety in the Stale of Iowa, in the
sum of 10% of the bid. The bid
security shall be made payable to
the TREASURER OF THE CITY OF
IOWA CITY, IOWA, and shall be
forfeited to the City of Iowa City In
the event the successful bidder
falls to enter into a contract within
ten (10) calendar days of the City
Council's award of the contract
and post bond satisfactory to the
City ensuring the faithful perfor-
mance of the contract and mainte-
nance of said Project, If required,
pursuant to the provisions of this
notice and the other contract
documents. Bid bonds of the low-
est two or more bidders may be
retained for a period of not lb
exceed fifteen (10) calendar,days
following award of the contract, or
until rejection is made. Other bid
bonds will be returned after the
canvass and tabulation of bids is
completed and reported to the City
r.ngn,lh
�\ )'
The successful bidder will be
required to furnish a bond In an
amount equal to one hundred per-
cent (100 %) of the contract price,
said bond to be Issued by a
responsible surety approved by the
City, and shall guarantee the
prompt payment of all materials
and labor, and also protect and
save harmless the City from all
claims and damages of any kind
caused directly or indirectly by the
gqperation of the contract, and shall
Siso guarantee the maintenance of
the Improvement for a period of
one (1) year(s) from and after its
completion and formal acceptance
by the City Council
The following limitations shall
apply to this Project:
Specified Start Date:
August 13, 2012
Completion data;
November 16, 2012
Li uidated Damages:
5200 per day
The plans, specifications and
proposed contract documents may
be examined at the office of the
City Clerk. Copies of said plans
and specifications and form of pro-
posal blanks may be secured at
the Office of Iowa City
Reprographics, 114 S. Dubuque
St., Iowa City, IA 52240, (319)338-
7872, by bona fide bidders.
A $20.00 refundable fee is
required for each set of plans and
specifications provided to bidders
or other Interested persons. A
$25.00 nonrefundable shipping
and handling charge for plans sent
through postal mail. The fee shall
be in the form of a check, made
payable to Iowa City
Reprographics.
Prospective bidders are advised
that the City of Iowa City desires to
employ minority contractors and
subcontractors on City projects. A
listing of minority contractors can
be obtained from the Iowa
Department of Economic
Development at (515) 242 -4721
and the Iowa Department of
Transportation Contracts Office at
(515) 239 -1422.
Bidders shall list on the Form of
Proposal the names of persons,
firms, companies or other parties
with whom the bidder intends to
subcontract. This list shall Include
the type of work and approximate
subcontract amount(s).
The Contractor awarded the con-
tract shall submit a list on the Form
of Agreement of the proposed
subcontractors, together with
quantities, unit prices and extend-
ed dollar amounts.
By virtue of statutory authority,
preference must be given to prod-
ucts and provisions grown and
coal produced within the State of
Iowa, and to Iowa domestic labor,
to the extent lawfully required
under Iowa Statutes. The Iowa
reciprocal resident bidder prefer-
ence law applies to this Project.
The City reserves the right to
reject any or all proposals, and also
reserves the right to waive techni-
calities and irregularities.
Published upon order of the City
Council of Iowa City, Iowa.
MARIAN K. KARR, CITY CLERK
>cEO 'c May 21, 2612
Printer's Fee $ .21. 0
CERTIFICATE OF PUBLICATION
STATE OF IOWA,
JOHNSON COUNTY, SS:
THE IOWA CITY PRESS - CITIZEN
�J ,F�ED.ID #42- 0330670
being duly sworn, say that ani
the legal cleric of the IOWA CITY
PRESS - CITIZEN, a newspaper
published in said county, and
that a notice, a printed copy of
which is hereto attached, was
published in said paper
tinte(s), on the following date(s):
Legal Cle
Subscribed and sworn to
before me this day of
A.D. 20j,-)--.
Notary Public
LINDA KROTZ
Commission Number 732619
3 My Comrnission Expires
• w jinuary27,2014 _
OFFICIAL PUBLICATION
NOTICE OF PUBLIC HEARING
ON PLANS, SPECIFICATIONS,
FORM OF CONTRACT AND
ESTIMATED COST FOR
ROBERT A. LEE RECREATION
C ENTER IMPROVEMENTS -
EAST ENTRY REMODELING
PROJECT IN THE CITY OF
IOWA CITY, IOWA
TO ALL TAXPAYERS OF THE CITY
OF IOWA CITY, IOWA, AND TO
OTHER INTERESTED PERSONS:
Public notice Is hereby given that
the City Council of the City of Iowa
City, Iowa, will conduct a public
hearing on plans, specifications,
form of contract and estimated
cost for the construction of the
Robert A. Lee Recreation Center
Improvements - East Entry
Remodeling Project In said City at
7:00 p.m. on the 15th day of May,
2012, said meeting to be held In
the Emma J. Harvat Hall in City Hall
In said City, or if said meeting Is-
cancelled, at the next meeting of
the City Council thereafter as post-
ed by the City Clerk.
Said plans, specifications, form
of'contract and estimated cost are
now on file In the office of the City
Clerk in City Hall In Iowa City, Iowa,
and may be Inspected by any
Interested persons.
Any Interested persons may
appear at said meeting of the City
Council for the purpose of making
objections to and comments con-
cerning said plans, specifications,
contract or the cost of making said
Improvement.
This notice is given by order of
the City Council of the City of Iowa
City, Iowa and as provided by law.
MARIAN K. KARR, CITY CLERK
vcu mosm May 7, 2012
/. I,
of
Prepared by: Kumi Morris, Engineering Division, 410 E. Washington St., Iowa City, IA 52240 (319)356 -5044
RESOLUTION NO. 12 -309
RESOLUTION AWARDING CONTRACT AND AUTHORIZING THE MAYOR TO SIGN
AND THE CITY CLERK TO ATTEST A CONTRACT FOR CONSTRUCTION OF THE
ROBERT A. LEE RECREATION CENTER IMPROVEMENTS - EAST ENTRY
REMODELING PROJECT.
WHEREAS, North Construction LLC of Muscatine, Iowa, has submitted the lowest responsible bid of
$137,892.00 for construction of the above -named project; and
WHEREAS, funds for this project are available in the Recreation Center Improvement account #4316.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA,
THAT:
1. The contract for the construction of the above -named project is hereby awarded to North
Construction LLC, subject to the condition that awardee secure adequate performance and payment
bond, insurance certificates, and contract compliance program statements.
2. The Mayor is hereby authorized to sign and the City Clerk to attest the contract for construction of
the above -named project, subject to the condition that awardee secure adequate performance and
payment bond, insurance certificates, and contract compliance program statements.
3. The Director of Parks and Recreation Department is authorized to execute change orders for their
Department Projects as they may become necessary in the construction of the above -named
project.
Passed and approved this 19th day of June _'20 12
MAYOR
Approved by ( ��
ATTEST: e2
CI LERK City Attorney's Office
It was moved by Champion and seconded by Dobyns the Resolution be adopted,
and upon roll call there were:
AYES: NAYS: ABSENT:
—X Champion
—X Dickens
_� Dobyns
x Hayek
X Mims
_ x Payne
X Throgmorton
Rveng /res /awardcon rectr improve- eastslde.doc
6112
Marian Karr
From:
Kumi Morris
Sent:
Thursday, July 05, 2012 3:31 PM
To:
Marian Karr
Cc:
Mike Moran; Chad Dyson; Steve Roberts
Subject:
R�obQ�t A I ewe .Recreation CPntet- East Entry Pmodel agreement and performance and
payment bond
Attachments:
transmittal to North Construction for RAIL- East Entry Remodeling Project for fully signed
Agreement with copy of resolution.doc.pdf; Performance and Payment Bond from North
Construction for the RAL- East Entry Remodeling Project.pdf
Marian,
For the City Clerk's record, attached is a scan of the Robert A. Lee Recreation Center- East Entry Remodel, fully signed
agreement with North Construction LLC, and performance and payment bond. This contract was awarded by City
Council on June 19`h, by resolution number 12 -309.
Kumi
Kumi Morris
Architectural Services Coordinator
Engineering Division, City of Iowa City
319.356.5044
319.356.5007 fax
kumi- morris@iowa- city.org
1
PROJECT:
Robert A. Lee Recreation Center Improvements- East Entry Remodeling
Project
TO:
Mr. Ramiro Vazquez
North Construction Group
12116 Washington Street
Muscatine, IA 52761
ATTN: Mr. Ramiro Vazquez:
WE TRANSMIT:
(X) herewith ( ) under separate cover via
( ) in accordance with your request
FOR YOUR:
( ) approval
( ) review & comment
( ) use
THE FOLLOWING:
( ) drawings /plans
( ) specifications
( ) change order
(X) distribution to parties
(X) record
( ) other
410 E. Washington Street
Iowa City, IA 52240
Transmittal Date: July 5, 2012
Contract Date: June 19, 2012
Resolution No.: 12 -309 awarding contract 06/19/12
) shop drawing prints
) shop drawing reproducibles
) product literature /samples
( ) Information
(X) signature & return
( ) field instructions
(X) agreement
(X) other see below
COPIES DATE SENT I DESCRIPTION
I I Construction Agreement
Remarks:
Mr, Vazquez,
Attached is the fully signed construction agreement with North Construction company for the Robert A, Lee Recreation Center- East
Entry Remodeling Project.
We look forward to working with you.
Respectfully,
Kumi Morris
E -mail copy To:
I. Mike Moran, Parks and Recreation Dept,
2. Chad Dyson, Parks and Recreation Dept.
3, Steve Roberts, Parks and Recreation Dept,
4. Mandy Mobile, Shive Hattery, Inc.
S:IENGIARCHfr ^11Prajacts\ ROBERT- 4. LEEIEASTSI- 1 %NORTHC- tllrensmi;lel to Nrnlh Constalon for RAL- East Entry Remodeling Projacl for s!gned ConsVUclion Agreemenldoc
FORM OF AGREEMENT
THIS AGREEMENT is made and entered into by and between the City of Iowa City, Iowa
( "City "), and North Construction LLC ( "Contractor").
Whereas the City has prepared certain plans, specifications, proposal and bid documents
dated the 151 day of May, 2012, for the Robert A, Lee Recreation Center Improvements- East
Entry Remodeling Project ('Project "), and
Whereas, said plans, specifications, proposal and bid documents accurately and fully
describe the terms and conditions upon which the Contractor is willing to perform the Project.
NOW, THEREFORE, IT IS AGREED:
1. The City hereby accepts the attached proposal and bid documents of the
Contractor for the Project, and for the sums listed therein.
2. This Agreement consists of the following component parts which are incorporated
herein by reference:
a. Addenda Numbers (none Issued);
b. "General Conditions of the Contract for Construction" AIA DOC A201 -2007,
as amended;
c. Plans;
d. Specifications and Supplementary Conditions;
e. Notice to Bidders;
f, Note to Bidders;
g. Performance and Payment Bond;
h. Restriction on Non - Resident Bidding on Non - Federal -Ald Projects; -
i. Contract Compliance Program (Anti - Discrimination Requirements);
J. Proposal and Bid Documents; and
I<. This Instrument.
The above components are deemed complementary and should be read together. In the
event of a discrepancy or Inconsistency, the more specific provision shall prevail,
3. The names of subcontractors approved by City, together with quantities, unit
prices, and extended dollar amounts, are as follows (or shown on an attachment):
See Attached.
4. Payments are to be made to the Contractor In accordance with the Supplementary
Conditions.
5. The Project base bid submitted by form of proposal Is in the amount of:
One Hundred and Thirty Seven Eight Hundred and Ninety -two and no /100 Dollars
($137,892.00).
6. DATED this 4h day of June, 2012.
[DATE BASED ON FORMAL COUNCIL MEETING AWARDING CONTRACT BY
RESOLUTION NUMBER 12 -3091
9-ity
(Signature)
(Printed name)
Matthew J. Hayek
Mayor
ATTEST:
_._. City Clerk
Contractor
(Signature)
�J✓t3 f��.c�,�L2,
(15rinfed name) %
D
itle
ATTEST ::te�nn a^�I,�, ((,,
Mtle) r7l c, -RY
(C mpany Official)
Approved By;
City Attorney's Office
NORTH CONSTRUCTION, LLC
1216 Washington St.
Muscatine, IA 52761
Phone: (563) 264 -0872 Pax: (563) 264 -0871
E -mail: nconstruction raachlink.coin
June 15, 2012
Kum] Morris
Architectural Services Coordinator
Engineering Division, City of Iowa City
410 E. Washington Street
Iowa City, Iowa 52240
Project: Robert A. Lee Recreation Center Improvements- East Entry Remodeling
The names of companies with whom we Intend to subcontract and a breakdown of work are as follows:
Charlie's Welding Inc.
Advanced Electrical Services, Inc
North Construction
LL Pelling Co.
Advanced Traffic Control
Total:
Welding
$ 28,695.00
Electrical
$ 36,300.00
Demolition
$13,944.45
Concrete
$ 40,700.00
Wausau Tile
$ 9,500.00
Asphalt
$ 5,752.55
Pavement Markings
$ 3,000.00
$137,892.00
Any questions or concerns please feel free to contact our office.
Thank you,
Ramiro Vazquez
V�
Prepared by: Kuml Morris, Engineering Division, 410 E, Washington St., Iowa City, IA 52240 (318)350-5044
RESOLUTION NO. 12 -309
J
RESOLUTION AWARDING CONTRACT AND AUTHORIZING THE MAYOR TO SIGN
AND THE CITY CLERK TO ATTEST A CONTRACT FOR CONSTRUCTION OF.THE
ROBERT A. LEE RECREATION CENTER IMPROVEMENTS — EAST ENTRY
REMODELING PROJECT.
WHEREAS, North Construction LLC of Muscatine, Iowa, has submitted the lowest responsible bid of
$137,892.00 for construction of the above -named project; and
WHEREAS, funds for this project are available in the Recreation Center Improvement account #4316.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA CITY, IOWA,
THAT;
1, The contract for the construction of the above -named project is hereby awarded to North
Construction LLC, subject to the condition that awardee secure adequate performance and payment
bond, Insurance certificates, and contract compliance program statements.
2. The Mayor is hereby authorized to sign and the City Clerk to attest the contract for construction of
the above -named project, subject to the condition that awardee secure adequate performance and
payment bond, Insurance certificates, and contract compliance program statements.
3. The Director of Parks and Recreation Department is authorized to execute change orders for their
Department Projects as they may become necessary in the construction of the above -named
project.
Passed and approved this 19th day of June , 20 12
MAYOR
Approved by
ATTEST: GL t "0-7 �
CIWGLERK City Attorney's Office
It was moved by , Champion and seconded by Dobyns the Resolution be adopted,
and upon roll call there were;
AYES;
x
x
x
x
x_
x
r' rvenglreslawardcon rectr Improve - eastside.dw
6112
NAYS: ABSENT:
Champion
Dickens
Dobyns
Hayek
Mims
Payne
Throgmorton
G
North Construction. LLC, as
(insert the name and address or legal title of the Contractor)
Principal, hereinafter called the Contractor and West Bend Mutual Insurance
(insert the legal title of the Surety)
as Surely, hereinafter,calji�d
the Surety, are held and firmly bound unto the City of Iowa City, Iowa, as obligee, hereinafter
called the Owner, in the amount of One Hundred and Thirty Seven Eight Hundred and Ninty -two
Dollars (1-1 37.892.00) for the payment for which Contractor and Surety hereby bind themselves, ,
their heirs, executors, administrators, successors and assigns, jointly and severally.
WHEREAS, Contractor has, as of June 19, 2012, entered into a written Agreement with owner
(date)
for Robert A Lee Recreation Center Improvements- East Entry Remodeling Protect; and
WHEREAS, the Agreement requires execution of this Performance and Payment Bond, to
be completed by Contractor, in accordance with plans and specifications prepared by
Shive Haftery, Inc., which Agreement is by reference made a part hereof, and the agreed -upon
work is hereafter referred to as the Project.
NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION are such that, if
Contractor shall promptly and faithfully perform said Agreement, then the obligation of this bond
shall be null and void; otherwise it shall remain in full force and effect until satisfactory completion
of the Project.
A. The Surely hereby waives notice of any alteration or extension of time made by the
Owner.
B. Whenever Contractor shall be, and is declared by Owner to be, in default under the
Agreement, the Owner having performed Owner's obligations thereunder, the Surety may
promptly remedy the default, or shall promptly:
1. Complete the Project in accordance with the terms and conditions of the
Agreement, or
2. Obtain a bid or bids for submission to Owner for completing the Project in
accordance with the terms and conditions of the Agreement; and upon determina-
tion by Owner and Surety of the lowest responsible bidder, arrange for a contract
between such bidder and Owner, and make available, as work progresses (even
though there may be a default or a succession of defaults under the Agreement or
subsequent contracts of completion arranged under this paragraph), sufficient
funds to pay the cost of completion, less the balance of the Contract Price, but not
exceeding the amount set forth in the first paragraph hereof. The term "balance of
the Contract Price," as used in this paragraph, shall mean the total amount
payable by Owner to Contractor under the Agreement, together with any addenda
and/or amendments thereto, less the amount properly paid by Owner to
Contractor.
C. The Contractor and Contractor's Surety shall be obligated to keep the improvements
covered by this bond in good repair for a period of one ( I ) years from the date of formal
acceptance of the improvements by the Owner.
D. No right of action shall accrue to or for the use of any person, corporation or third party
other than the Owner named herein or the heirs, executors, administrators or successors
of Owner.
IT IS A FURTHER CONDITION OF THIS OBLIGATION that the Principal and Surety, in
accordance with provisions of Chapter 573, Code of Iowa, shall pay to all persons, firms or
corporations having contracts directly with the Principal, including any of Principal's subcontrac-
tors, all claims due them for labor performed or materials furnished in the performance of the
Agreement for whose benefit this bond is given. The provisions of Chapter 573, Code of Iowa, are
a part of this bond to the same extent as if it were expressly set out herein.
SIGNED AND SEALED THIS 29th
2012 .
IN THE PRESENCE OF:
Aa
Witness
fitness
(Title)
(Surety)
P A
(Title)
200 Ford Avenue
(Street)
Muscatine, IA 52761
(City, State, Zip)
563 - 263 -9252
(Phone)
C. �fWESTBENO
A MUTUAL INSURANCE COMPANY'
AGENCY INFORMATION:
LEE AGENCY INC, 14555
200 FORD AVENUE
MUSCATINE , IA 52761
OBLIGEE INFORMATION:
City Clerk, City of Iowa City
410 E Washington St
Iowa City, IA 52240 -1825
Transaction Description: New Business
WB Index: NCJ 0855692 0
Bond Effective Date: 08/13/2012
Bond Type: Rapid ($0- 200,000)- Public Project
THE SILVER LINING®
N
BOND EXECUTION REPORT
Date: 06/18/2012
Bond Number: 0855692
PRINCIPAL INFORMATION:
North Construction LLC
1216 Washington St
Muscatine , IA 52761 -4734
Work Description: Improvements and updates to the east entry of the Robert A Lee Recreation Center
Bond Penalty: 137,892.00
Premium: 3,447
THIS IS NOT AN INVOICE
MICHIGAN ONLY: This policy is exempt from filing requirements of Section 2236 of the Insurance Code of 1956,
1956 PA 218 and MCL 500.2236.
8401 Grecnmay Blvd. Suite 1100 1 p.( ). Bus 620976 AGddlehrn, WI 53562 1 p6 (608) 410 -3410 1 dhesilvcrlining -onn
W T BEND
A MUTUAL INSURANCE COMPANY'
Bond Number 095�s93
Performancie Bond
KNOW ALL MEN BY THESE PRESENTS:
That North Construction LLC of 1216 Washington St, Muscatine, IA 52761 -4734
(Name and address of the Contractor)
as Principal, hereinafter called Principal, and WEST BEND MUTUAL INSURANCE COMPANY as Surety, hereinafter
called Surety, are held and firmly bound unto City Clerk, City of Iowa City
410 E Washington St. Iowa City. IA
(Name and address of the Owner)
as Obligee, hereinafter called Owner, in the amount of
One Hundred Thirty Seven Thousand Eight Hundred Ninety Two Dollars
Dollars ($ 137.892.00
for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and
assigns, jointly and severally, firmly by these presents.
WHEREAS, Contractor has by written agreement dated 06/18/2012 entered into a contract with Owner
for Improvements and updates to the east entry of theRobert A Lee Recreation Center
in accordance with drawings and specifications prepared by NA
(Name of Architect or Engineer)
which contract is by reference made a part hereof, and is hereinafter referred to as the Contract
of
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly and faithfully
perform said contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect.
The Surety hereby waives notice of any alteration or extension of time made by the Owner.
Whenever Contractor shall be, and declared by Owner to be in default under the Contract, the Owner having performed
Owner's Obligations thereunder, the Surety may promptly remedy the default, or shall promptly
1. Complete the Contract in accordance with its terms and conditions, or
2. Obtain a bid or bids for completing the Contract in accordance with its terms and conditions, and upon determination by
Surety of the lowest responsible bidder, or, if the Owner elects, upon determination by the Owner and the Surety jointly
of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available as Work
progresses (even though there should be a default or a succession of defaults under the contract or contract of com-
pletion arranged under this paragraph) sufficient funds to pay the cost of completion less the balance of the contract
price; but not exceeding, including other costs and damages for which the surety may be liable hereunder, the amount
set forth in the first paragraph hereof. The term "balance of the contract price ", as used in this paragraph, shall mean
the total amount payable by Owner to Contractor under the Contract and any amendments thereto, less the amount
properly paid by Owner to Contractor.
PROVIDED, FURTHER, that it is expressly agreed that the BOND shall be increased automatically and immediately, with-
out the need for separate amendments hereto, upon amendment to the Contract that does not increase the contract price
more than ten (10) percent, so as to bind the PRINCIPAL and the SURETY to the full and faithful performance of the CON-
TRACT as so amended. The term "Amendment ", wherever used in this BOND, and whether referring to this BOND, the
Contract or the Loan Documents shall include any alteration, addition, extension, or modification of any character whatso-
ever.
NB 0012 06 08 Page 1 of 2
8401 Greenway Blvd. Suite 1100 1 Middleton, WI 53562 1 Phone: (608) 410 -3410 1 Fax: (877) 674 -2663 1 www.thesilverlining.com
W Si BEND
A MUTUAL INSURANCE COMPANY
Bond Number 0855692
Labor and Material Payment Bond
KNOW ALL MEN BY THESE PRESENTS:
That North Construction LLC of 1216 Washington St, Muscatine, IA 52761 -4734
(Name and address of the Contractor)
as Principal, hereinafter called Principal, and WEST BEND MUTUAL INSURANCE COMPANY as Surety, hereinafter
called Surety, are held and firmly bound unto City Clerk, City of Iowa City of
410 E Washington St, Iowa City, IA 52240 -1825
(Name and address of the Owner)
as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, in the amount of
One Hundred Thirty Seven Thousand Eight Hundred Ninety Two Dollars Dollars ($ 137,892.00 ),
(Insert a sum equal to at least one -half of the contract price)
for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and
assigns, jointly and severally, firmly by these presents.
WHEREAS, Principal has by written agreement dated 0611812012
for Improvements and updates to the east entry of the Robert A Lee Recreation Center
entered into a contract with Owner
in accordance with drawings and specifications prepared by NA
(Name of Architect /Engineer)
which contract is by reference made a part hereof, and is hereinafter referred to as the Contract.
NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that if the Principal shall promptly' make payment
to all claimants as hereinafter defined, for all labor and material used or reasonably required for use in the performance of
the Contract, then this obligation shall be void; otherwise it shall remain in full force and effect,; subject, however, -to the
conditions outlined on the reverse side of this bond:
Signed and Sealed this 13 day of August 20 12 .
Principal:
Witness:
Witness: <
North Co ction LLC /
g t�� y d (SEAL)
Name Typed: Ramiro Vaz ez Owner
Title
Surety:
West Bend Mutual Insurance. CC mpany
gY' L r _�', &,a (SEAL)
Name T pad: KRISTIN TOLLE Attorney -In -I
Title
MICHIGAN ONLY: This policy is exempt from the filing requirements of Section 2236 of the Insurance Code of 1956,
1956 PA 218 and MCL 500.2236.
NB 0011 K 02 10 Page 1 of 2
8401 Greenway Blvd. Suite 1100 1 Middleton, WI 53562 1 Phone: (608) 410 -3410 1 Fax: (877) 674 -2663 1 mm,thesilverlining.com
CONDITIONS
1. A claimant Is defined as one having a direct contract
with the Principal or with a Subcontractor of the Prin-
cipal for labor, material, or both, used or reasonably
required for use in the performance of the Contract,
labor and material being construed to include that
part of water, gas, power, light, heat, oil, gasoline,
telephone service or rental of equipment directly ap-
plicable to the Contract.
2. The above named Principal and Surety hereby jointly
and severally agree with the Owner that every claim-
ant as herein defined, who has not been paid in full
before the expiration of a period of ninety (90) days
after the date on which the last of such claimant's
work or labor was done or performed, materials were
furnished by such claimant may sue on this bond for
the use of such claimant, prosecute the suit to final
judgement for such sum or sums as may be justly
due claimant, and have execution thereon. The
Owner shall not be liable for the payment of any
costs or expenses of any such suit.
3. No suit or action shall be commenced hereunder by
any claimant.
a. Unless claimant, other than one having a direct
contract with the Principal, shall have given writ-
ten notice to any two of the following: The Princi-
pal, the Owner, or the Surety above named,
within ninety (90) days after such claimant did or
performed the last of the work or labor, or fur-
nished the last of the materials for which said
claim is made, stating with substantial accuracy
the amount claimed and the name of the party to
whom the materials were furnished, or for whom
the work or labor was done or performed. Such
notice shall be served by mailing the same by
registered mail or certified mail, postage prepaid,
In an envelope addressed to the Principal, Owner
or Surety, at any place where an office is regu-
larly maintained for the transaction of business, or
served in any manner in which legal process may
be served in the state in which the aforesaid pro-
ject is located, save that such service need not be
made by a public officer.
b. After the expiration of five (5) years following the
date on which Principal released work on said
Contract, it being understood, however, that if any
limitation embodied in this bond is prohibited by
any law controlling the construction hereof such
limitation shall be deemed to be amended so as
to be equal to the minimum period of limitation
permitted by such law.
c. Other then in a state court of competent jurisdic-
tion in and for the county or other political subdi-
vision of the state in which the project, or any part
thereof, is situated, or in the Untied States District
Court for the district In which the project, or any
part thereof, is situated, and not elsewhere.
4. The amount of this bond shall be reduced by and to
the extent of any payment or payments made in good
faith hereunder, inclusive of the payment by Surely of
mechanics' liens which may be filed of record against
said improvement, whether or not claim for the
amount of such lien be presented under and against
this bond.
Page 2 of 2 NB 0011K 02 10
8401 Greenway Blvd. Suite 1100 1 Middleton, WI 53562 1 Phone: (608) 410 -3410 1 Fax: (877) 674 -2663 1 wvnv.thesilverlining.com
WEST BEND
A NUTUAI INSURANCE C011PANV
Power of Attorney
Know all men by these Presents, That West Bend Mutual Insurance Company
the City of West Bend, Wisconsin does make, constitute and appoint:
KRISTIN TOLLE
lawful Attorney(s) -in -fact, to make, execute, seal and deliver for and on its behalf as surety and as its act and deed any
and all bonds, undertakings and contracts of suretyship, provided that no bond or undertaking or contract of suretyship
executed under this authority shall exceed In amount the sum of: Four Hundred Thousand Dollars ($400,000)
This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following
Resolution adopted by the Board of Directors of West Bend Mutual Insurance Company at a meeting duly called and held
on the 21 st day of December, 1999.
Appointment of Attorney -In -Fact. The president or any vice president, or any other officer of West Bend Mutual Insurance
Company may appoint by written certificate Attorneys -in -Fact to act on behalf of the company in the execution of and
attesting of bonds and undertakings and other written obligatory instruments of like nature. The signature of any officer
authorized hereby and the corporate seal may be affixed by facsimile to any such power of attorney or to any certificate
relating therefore and any such power of attorney or certificate bearing such facsimile signatures or facsimile seal shall
be valid and binding upon the company, and any such power so executed and certified by facsimile signatures and
facsimile seal shall be valid and binding upon the company in the future with respect to any bond or undertaking or other
writing obligatory in nature to which it is attached. Any such appointment may be revoked, for cause, or without cause,
by any said officer at any time.
In witness whereof, the West Bend Mutual Insurance Company has caused these presents to be signed by its president
undersigned and its corporal all to be hereto duly attested by its secretary this 1 st day of March, 2009.
Attest 77/u
Ja e J. Pa cpTF 0''', Kevin A. Steiner
Sectary Chief Executive Officer/ President
State of Wisconsin
County of Washington
On the 1st day of March, 2009 before me personally came Kevin A. Steiner, to me known being by duly sworn, did
depose and say that he resides in the County of Washington, State of Wisconsin; that he is the President of West Bend
Mutual Insurance Company, the corporation described In and which executed the above instrument; that he knows the
seal of the said corporation; that the seal affixed to said instrument is such corporate seal; that is was so affixed by order
of the board of directors of said corporation and that he signed• his name thereto by like order.
NOTARY l* ; John F: D well
PUBLIC J�? Executive Vice President - Chief Legal Officer
2' Notary Public, Washington Co. WI
OF y./tSG•�' My Commission Is Permanent
The undersigned, duly elected to the office stated below, now the incumbent in West Bend Mutual Insurance Company, a
Wisconsin corporation authorized to make this certificate, Do Hereby Certify that the foregoing attached Power of
Attorney remains in full force effect and has not been revoked and that the Resolution of the Board of Directors, set forth
in the Power of Attorney is now in force.
Signed and sealed at West Bend, Wisconsin this 13 day of August 2012
SEAL
Dale J. Kent
t!
`
Executive Vice President -
Chief Financial Officer
Notice: Reproductions are not binding on the company. Any'46estions concerning this Power of Attorney may be
directed to the Bond Manager at NSI, a division of West Bend Mutual Insurance Company.
9401 Grccnway Blvd. 'Suite 11011 1 P.O. Box 620976 1 \liddlctun, \V1 53562 1 p6 (008) - 110 -3410 I www.dlr >i1vvr1inin4.00V1
Any suit under this bond must be instituted before the expiration of one (1) year from the date on which final payment
under the contract falls due.
No right of action shall accrue on this bond to or for the use of any person or corporation other than the Owner named
herein of the heirs, executors, administrators or successors of the Owner.
Signed and Sealed this 13 day of August 20 12
Principal:
North Conk ction LLC
By: ^ ' (SEAL)
Witness: <�� Name TYped: yped:
Title
Witness: 6 �0// —�
Surety:
West Bend Mutual Insuranccee/C�oJmpany
By: / /6� ' E;L � (SEAL)
_Name yped: KRISTIN TOLLE Attorney -In -Fact
Title
MICHIGAN ONLY: This policy is exempt from the filing requirements of Section 2236 of the Insurance Code of 1956,
1956 PA 218 and MCL 500.2236.
Page 2 of 2 NB 0012 06 08
8401 Greenway Blvd. Suite 1100 1 Middleton, WI 53562 1 Phone: (608) 410 -3410 1 Fax: (877) 674 -2663 1 www.thesilverlining.com
3d(10)
Prepared by: Kumi Morris, Public Works, 410 E. Washington St., Iowa City, IA 52240 (319) 356 -5044
RESOLUTION NO. 13 -184
RESOLUTION ACCEPTING THE WORK FOR THE ROBERT A LEE
RECREATION CENTER IMPROVEMENTS- EAST ENTRY REMODELING
PROJECT
WHEREAS, the Engineering Division has recommended that the work for construction of the
Robert A Lee Recreation Center Improvements- East Entry Remodeling Project, as included in a
contract between the City of Iowa City and North Construction of Muscatine, Iowa, dated June 19,
2012, be accepted; and
WHEREAS, the Engineer's Report and the performance and payment bond have been filed in the
City Clerk's office; and
WHEREAS, funds for this project are available in the Recreation Center Improvement account
#4316; and
WHEREAS, the final contract price is $ $137,594.00.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF IOWA
CITY, IOWA, THAT said improvements are hereby accepted by the City of Iowa City, Iowa.
Passed and approved this 4th day of June _,20 13
A
MAYOR °
Approved by
ATTEST: ICJiL[ Ad t "
CITY 'CLERK City Attorney's Office S -- t
It was moved by Aims and seconded by Champion the Resolution be
adopted, and upon roll call there were:
AYES:
NAYS: ABSENT:
x
Champion
x
Dickens
x
Dobyns
x
Hayek
x
Mims
x
Payne
x
Throgmorton
9:IENGWPCHITECTURE FILE rojectsVRoberl A Lee Recreation Center Improvements 20111Eastslde Entry RemodeOClose out dowmereekRobert A Lee Recreation Center
Improvements- East Entry Remodeling Project- accepting project resolullon 06 4 2013. doc
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