R-1358 - 04/08/2014 - ENGINEERING - Resolutions RESOLUTION 2014-ENG-SIGN-AG-R-1358
A RESOLUTION APPROVING AND AUTHORIZING THE EXECUTION OF
AN AGREEMENT BY AND BETWEEN THE VILLAGE OF OAK BROOK AND ASE ILLINI-SCAPES,
INC. FOR A MONUMENT SIGN AT 22ND STREET AND YORK ROAD
WHEREAS, the Village desires to construct a monument sign at 22nd Street and York Road
("Sign") to better identify and promote the Village; and
WHEREAS, Section 8-3-14 of the Illinois Municipal Code, 65 ILCS 5/8-3-14, provides that the
Village can use hotel tax receipts to promote tourism and conventions within the municipality or to attract
nonresident overnight visitors to the municipality; and
WHEREAS, the Village Board has determined that the Sign will promote tourism and conventions
within the municipality and attract nonresident overnight visitors to the Village because: (i) the Sign will
help visitors better identify the Village; and (ii) assist in promoting a good and positive brand and image
for the Village; and
WHEREAS, the Village Board desires to use hotel tax receipts to fund the construction of the
Sign; and
WHEREAS, the Village sought bids for the construction of the Sign; and
WHEREAS, the Village received three bids to construct the Sign; and
WHEREAS, ASE Illini-Scapes, Inc. of Romeoville, Illinois ("ASE") was the lowest responsive and
responsible bidder to construct the Sign; and
WHEREAS, the President and Board of Trustees, being fully advised in the premises, have
determined that it is in the best interests of the Village and its residents to enter into a Contract with ASE
to construct the Sign;
NOW THEREFORE, BE IT RESOLVED BY THE PRESIDENT AND BOARD OF TRUSTEES OF
THE VILLAGE OF OAK BROOK, DU PAGE AND COOK COUNTIES, ILLINOIS as follows:
Section 1: Recitals. The foregoing recitals are hereby incorporated into, and made a part
of, this Resolution as the findings of the President and Board of Trustees of the Village of Oak Brook.
Section 2: Approval of the Agreement. The President and Board of Trustees hereby
approve the Agreement by and between the Village and ASE for ASE to construct the Sign, which
Agreement shall be completed in a final form acceptable to the Village Manager.
Section 3: Authorization and Execution of the Agreement. The Village President and Village
Clerk shall be, and hereby are, authorized to execute the Agreement on behalf of the Village in an
amount not to exceed $48,616.
Section 4: Effective Date. This Resolution shall be in full force and effect upon passage and
approval in the manner provided by law.
[SIGNATURE PAGE FOLLOWS]
Resolution 2014-ENG-SIGN-AG-R-1358
22"d and York Road Sign
/ 2 of 2
f
APPROVED THIS 8th day of April, 2014 't
t.
Gopal G. Lalmalani
Village President
PASSED THIS 8th day of April, 2014
Ayes: Trustees Manzo, Moy, Wolin, Yusuf
Nays: Trustee Adler
Absent: Trustee Baar
ATTEST:
`y Charlotte K. Pruss
r ,
Village Clerk
!Y
1
♦f Scm� "S� R
� a
Project Manual for:
pGE OF OqkF�
Village of Oak Brook
East 22nd Street Project
Si na a Proj
g g
March 2014
Prepared by:
Village of Oak Brook
1200 Oak Brook Road
Oak Brook,IL 60523
SECTION 000010—TABLE OF CONTENTS
INTRODUCTORY INFORMATION
000010 Table of Contents
000015 List of Drawings
000020 Legal Notice
BIDDING REQUIREMENTS
000100 Invitation to Bid
000200 Instructions to Bidders
000405 Bid Submittal Checklist
000410 Bid Form
000415 Schedule of Values
000435 Bid Security
000440 Material Sources and Subcontracted Work Form
000455 Contractor's Qualifications Form
000470 Affidavit of Compliance
CONTRACTING REQUIREMENTS
000510 Forms Required with Owner Contractor Agreement
000520 Agreement between Owner and Contractor
000700 General Conditions
000800 Supplementary Conditions
GENERAL REQUIREMENTS
013100 Project Management and Coordination
015639 Temporary Tree and Plant Protection
TECHNICAL SPECIFICATIONS
033000 Cast-in-place Concrete
034500 Precast Architectural Concrete
042000 Unit Masonry
044300 Stone Masonry
265600 Exterior Lighting
311000 Site Clearing
312000 Site Grading and Earthwork
329200 Turf and Grasses
329300 Plants
END OF SECTION 000010
SECTION 000015—LIST OF DRAWINGS
PART 1 -GENERAL
1.1 DESCRIPTION
A. Graphic documents bound separately from the project manual entitled East 22nd Street Signage,
dated July 25, 2013, are hereby made a part of the Contract Documents. The drawings include:
Sheet Number Sheet Name
EC Existing Conditions
RM Site Preparation and Removals
GR Grading
LM Layout,Materials,and Electrical
PL Planting
D1-D5 Construction Details
D6 Electrical Details
PART 2 -PRODUCTS (Not Used)
PART 3 -EXECUTION(Not Used)
END OF SECTION 000015
SECTION 000020—LEGAL NOTICE
Village of Oak Brook
1200 Oak Brook Road
Oak Brook, IL 60523
East 22"d Street Signage
The Village of Oak Brook does hereby invite sealed bids for East 22"d Street Signage. Work will include
planting and seeding, stone masonry, architectural precast concrete masonry,and lighting installation.
Project manuals, including bid form and specifications, and construction documents are available for
inspection and may be downloaded from the Village's website www.oak-brook.ora or picked up at the Butler
Government Center, 1200 Oak Brook Road,Oak Brook,Illinois 60523, between the hours of 8:30 A.M. and
4:30 P.M.Monday through Friday. There is no charge for the package.
Bids will be accepted at the Oak Brook Village Hall, 1200 Oak Brook Road, Oak Brook, IL 60523,
during regular office hours. All bids must be addressed to Rania Serences, Senior Purchasing Assistant,
submitted in a sealed envelope marked with the Contractor's name and address, and "Bid for East 22nd
Street Signage,"on the face of the envelope. Bids must be received no later than Friday, March 28,2014,
at 10:00 am. Bids will be opened on Friday, March 28, 2014, at 10:00 am in the Samuel E. Dean Board
Room at the Village of Oak Brook, 1200 Oak Brook Road, Oak Brook, Illinois 60523. Bids received
after this date and time will be returned unopened. All bidders will be required to submit Bid Security in
the form of a Bid Bond, Certified Check, Cashier's Check in the amount of 10% of the Base Bid, payable
to the Village of Oak Brook.
The Village of Oak Brook reserves the right to reject any and all proposals, parts of any and all proposals,
or to waive technical errors or omissions in submitted proposals. No submitted bid may be withdrawn
until a period of 45 days after the bid opening date,without written consent of the Village of Oak Brook.
Questions should be directed Michael Hullihan,Public Works Director, (630)368-5272.
END OF SECTION 000020
SECTION 000100—INVITATION TO BID
Bid Let Date: February 7, 2014
Project Name: East 22nd Street Signage
Location: Southwest corner of East 22nd Street and York Rd, Oak Brook, IL
Owners: Village of Oak Brook
Description: Stone masonry and architectural precast concrete masonry monument sign,
plantings, and lighting
Bid Documents
&Plan Holders List: Available from the Village of Oak Brook,
1200 Oak Brook Road
Oak Brook, Illinois 60523
Can be downloaded from Village website
www.oak-brook.ora
Plan Fee: N/A
Pre-Bid Meeting: N/A
Bids Due: March 28, 2014
10:00 am
Village of Oak Brook
1200 Oak Brook Road
Oak Brook, Illinois 60523
Bid Opening: March 28,2014
10:00 am
Village of Oak Brook
Samuel E.Dean Board Room
1200 Oak Brook Road
Oak Brook, Illinois 60523
Bids Submitted to: Rania Serences, Senior Purchasing Assistant
Village of Oak Brook
1200 Oak Brook Road
Oak Brook, IL 60523
Award Notification: April 15,2014 Regular Board Meeting
Begin Construction: May 15,2014
Completion Deadline: September 1,2014
Questions to: Michael Hullihan
Public Works Director
Village of Oak Brook
(630)368-5272
END OF SECTION 000100
SECTION 000200—INSTRUCTIONS TO BIDDERS
PART 4-GENERAL
4.1 DESCRIPTION
A. Submit bids in accordance with these Instructions to Bidders.
4.2 PRE-QUALIFICATIONS
A. The Owner will consider bids from Contractors who:
1. Have at least 5 years experience as a General Contractor for similar types and sizes of
projects.
2. Have sufficient forces and equipment available during the construction of the work to
make consistent progress, meet the required sequencing standards and complete the work
by the completion date.
3. Have sufficient financial resources to administer the work.
4. Have project managers and superintendents with experience on similar projects that will
be assigned to this project.
4.3 DOCUMENTS
A. Bid documents are available for inspection and may be downloaded from the Village's website
www.oak-brook.or or picked up at the Butler Government Center, 1200 Oak Brook Road, Oak
Brook, Illinois 60523, between the hours of 8:30 A.M. and 4:30 P.M. Monday through Friday.
There is no charge for the package.
4.4 EXAMINATION
A. Carefully examine the Bidding Documents and the construction site. Bids shall include all costs
required to execute the work under the existing conditions.
B. Direct inquiries and questions to Michael Hullihan, Public Works Director, 630-368-5272.
C. Modifications to the Bidding Documents will be issued to all bidders as Addenda to the
Drawings and Specifications and will become part of the Contract. The Owner's Representative
and the Owner shall not be held responsible for oral clarifications.
D. All questions must be submitted in writing to the identified contact person(s). Questions will
not be answered after 3:00 pm on Friday,March 14,2014.
E. Payments will not be made for unauthorized extra work that can be avoided by examining the
documents and the site.
4.5 STANDARDS AND SUBSTITUTIONS
A. Bid materials and equipment shown or specified.
B. Bidders may suggest substitutions of materials or equipment for consideration. If the
substitution is deemed accepted by the Owner's Representative, the information may be issued
as an addendum or taken under consideration at the time of signing the contract. The Owner
reserves the right to accept or reject any or all proposed substitutions. Substitutions may not be
accepted subsequent to award of the Contract unless approved by the Owner's Representative.
4.6 BASIS OF BIDS
A. Submit the bid for all of the work. Segregated bids will not be accepted.
4.7 BID SECURITY
A. Submit bid security with the Bid Proposal as described in 000435-Bid Security.
4.8 BIDS
A. Submit bids on unaltered Bid Forms furnished in the Bidding Requirements. Submit two copies
of all bids. Fill in all blank spaces and sign where indicated.
B. State qualifications or explanations of the bid, if any, on bidder's stationary with letterhead and
submit two copies with the Bid Form.
C. Include all forms listed in 000405-Bid Submittal Checklist.
D. Submit bids in a sealed opaque envelope plainly marked on the outside with the title of Project
and name of bidder. Deliver bids to Village of Oak Brook in accordance with the requirements
of the 000100-Invitation to Bid by 10:00 am, on March 28, 2014. The bidder assumes the
responsibility for late delivery of the mail. Any bid submitted (by mail or otherwise) after the
specified time shall be considered late and will be returned to the sender unopened.
4.9 MODIFICATION AND WITHDRAWAL
A. Bids may not be modified after submittal.
B. Bidders may withdraw bids at any time before bid opening,but may not resubmit bids.
C. No Bidder may withdraw his proposal for a period of 45 days after scheduled bid opening date.
4.10 AWARD OF CONTRACT
A. The Owner will award one lump sum contract based on the base bid and selected alternates for
the work. The Owner, however, reserves the right to assemble the Contract(s)to best serve the
Owner's interests.
B. The Contract will be awarded on the basis of lowest responsible bid; however, the Owner
reserves the right to accept any bid and/or alternates,or to reject any and all bids or alternates.
4.11 EXECUTION OF CONTRACT
A. The successful Bidder shall execute a written contract with the Owner and furnish any required
bonds within 14 days after receipt of notice of Award and commence work immediately
following receipt of the Owner's written notice to proceed or on a date stipulated in the
authorization to proceed.
B. The successful Bidder shall assist and cooperate with the Owner in preparing the Owner-
Contractor Agreement.
C. If the successful Bidder fails to execute a contract with the Owner, the next lowest responsible
Bidder, as determined by the Owner, shall be awarded the Contract. Remaining bids, if any,
may be rejected and the appropriate work rebid.
D. Contract will be awarded to successful bidder on April 15, 2014. All work must be completed
by September 1,2014.
E. Form of Contract to be per 000520-Agreement Between Owner and Contractor.
4.12 CONTRACT CONDITIONS
A. Items listed under Contracting Requirements, Drawings indicated in 000015-List of Drawings,
Specification Sections 01 through 33 and 000445-Schedule of Values all become part of the
Contract. The Introductory Information and Bidding Requirements are not part of the Contract
Agreement unless specifically indicated here or in the Agreement Between Owner and
Contractor.
PART 5 -PRODUCTS (Not Used)
PART 6 -EXECUTION(Not Used)
END OF SECTION 000200
SECTION 000405—BID SUBMITTAL CHECKLIST
PART 7-GENERAL
7.1 DESCRIPTION
A. The Bid Submittal shall consist of two (2) copies of the following items to be submitted as
described in Section 00200-Instructions to Bidders. Failure to submit all of the information
listed is grounds for disqualification of the bid.
1. 000410-Bid Form
2. 000415 - Schedule of Values
3. 000435-Bid Security
4. 000440-Material Sources and Sub-Contracted Work
5. 000455 -Contractor's Qualifications
6. 000460-Equal Employment Opportunity
7. 000470-Affidavit of Compliance
PART 8 -PRODUCTS(Not Used)
PART 9-EXECUTION(Not Used)
END OF SECTION 000405
SECTION 000410—BID FORM
PART 7-GENERAL
7.1 DESCRIPTION
A. The Bid Submittal shall consist of two (2) copies of the following items to be submitted as
described in Section 00200-Instructions to Bidders. Failure to submit all of the information
listed is grounds for disqualification of the bid.
I. 000410-Bid Form
2. 000415- Schedule of Values
3. 000435-Bid Security
4. 000440-Material Sources and Sub-Contracted Work
5. 000455-Contractor's Qualifications
6. 000460-Equal Employment Opportunity
7. 000470-Affidavit of Compliance
PART 8-PRODUCTS(Not Used)
PART 9-EXECUTION(Not Used)
END OF SECTION 000405
SECTION 000410--BID FORM
CONTRACTOR: ASE Illini-Scapes Inc
PO box 8451 Romeoville 11 60446
Address
815-355-3422 815-531-0052
Phone# Fax#
TO: Village of Oak Brook PROJECT: East 22°`'Street Signage
Having read the Specifications and examined the Drawings entitled:
East 22"d Street Signage Project
Prepared by Village of Oak Brook for the construction of said Project and having also received, read,
and taken into account all ADDENDA thereto as follows: ** (LIST IN THE FOLLOWING SPACES,
THE NUMBER OF AND DATE OF EACH ADDENDUM RECEIVED.)
n/a
ADDENDUM NOS.:
and having inspected the site and the conditions affecting and governing the construction of the Project
Work,the undersigned proposes to furnish all material and perform all labor,as specified and described in
the Specifications and as shown in the Drawings,for the following stipulated[lump]sums:
(ENTER AMOUNTS FROM 000415-SCHEDULE OF VALUES)
BASE BID:
TOTAL MATERIALS AND LABOR FOR THE SUM OF:
forty eight thousand six hundred and
* sixteen DOLLARS(**$ 48616
In submitting the bid,the undersigned agrees:
1. To enter into a lump sum Contract agreement with the Owner and to construct the work
as drawn and specified for the stated lump sum amounts regardless of quantity
discrepancies. No additional payments will be made due to quantity discrepancies.
2. To hold the bid open for 45 days after bid opening.
3. To enter into a Contract within 15 days of Notice of Award.
4. To furnish a Performance Bond and a Labor and Material Payment Bond for the full
amount of the Contract in accordance with 000700-General Conditions,within 15 days of
Contract Award.
5. To furnish evidence of insurance in accordance with 000700-General Conditions prior to
signing the Contract.
6. To furnish a preliminary Construction Schedule in accordance with Section 001310-
Project Management and Coordination prior to signing the Contract.
7. To forfeit the Bid Security to the Owner as payment of damages due to delay if the
undersigned fails to execute a Contract as required.
8. To begin the work no later than the date specified in the Contract, and to complete the
work no later than September 1,2014.
ASE Illini-Scapes Inc
(COMPANY'S NAME)
Po box 8451 Romeoville 11 60446 (815-355-3422)
�j'(BUSINESS ADDRESS&PHONE)
0* 114 � 3-25-14
(PREPARER'S SIGNATURE) (DATE)
(SEAL-I.f by Coiporation)
END OF SECTION 000410
SECTION 000415-SCHEDULE OF VALUES
RE: Village of Oak Brook-East 22nd Street Signage
NOTES:
1. Bidder to complete Section 000415-Schedule of Values and enter total amount in
appropriate space in Section 000410-Bid Form.
2. Bidder is responsible for performing ail quantity take-offs necessary to complete the work
as drawn and specified,
3.The successful bidder will be required to enter into a lump sum contract agreement with
the owner. No additional payments will be made due to discrepancies between bidder's
estimated quantities,owner's estimated quantities,and the actual installed quantities to
construct the work as drawn and specified.
4 This Schedule of Values form will become part of the Contract Documents and will be
used as a basis for reviewing the Contractor's Applications for Payment to be paid on a
percentage complete basis,
5.This Schedule of Values form is available in Microsoft Excel format from the landscape
architect upon request.
Item Description Extended Cost
Dlvlsion-'( eneral:Re uitements ` - -
Section Subtotal: 1200
033000. ' Casein-Place Concrete
Section Subtotal: 5 3 0 0
034500;:=': Pre.east.Architectural.Caticreto,:':. :. :'° -- • '•, ,
Section Subtotal:
42000'-. I lJnit Mason .
Section Subtotal:
044300_ $tone Mason
Section Subtotal: 7360
265600 Fxterlar J htln ::... :_ .•:
•
Section Subtotal: 6 5 5 5
342000 :- Fouridatlon Excava#ion 9rid-To0 soilPlacerb&nt
Section Subtotal: 2900
32920Q - : Turf and:,G?asses.
Section Subtotal: 200
Section Subtotal: 9200
329.400 Plant€n Accessories:;: ,' -
Section Subtotal: J 6 1
project Total:
END OF SECTION 000415
000415-I
SCHEDULE OF VALUES
SECTION 000435—BID SECURITY
Attached to this Proposal is a bid bond,cashier's check,or certified check for 10%of the total Base Bid
made payable to the Village of Oak Brook.
Insert amount:
four thousand eight hundred and sixty one
doll a r and s! xt v cents DOLLARS
$ 4861 . 6
If this Proposal is accepted and the Bidder fails to execute a Contract with the Owner,the full amount of
the security will be forfeited to the Owner as payment of damage due to delay. If this Proposal is not
accepted,the security will be returned to the Bidder within 30 days of the execution of the Contract with
the successful Bidder.
END OF SECTION 000435
SECTION 000455—CONTRACTOR'S QUALIFICATIONS FORM
9.1 PRE-QUALIFICATIONS
A. The Bidder holds current pxequalification status with:
n/a
1. Illinois Department of Transportation $
n/a
2. Capital Development Board $
9.2 PROJECT EXPERIENCE
A. List below the projects of similar nature that you have successfully completed:
1. Project Name:
Vermont Cemetery
Project Location: Wolfs Grossing and Normantown Rd, Plainfield II
Project Budget: 30870.75
Completion Date: 5-17-13
Austin Tyler Construction for FPDWC
Owner's Name:
Contact Person: Jeff Young
Phone: 815-726-1090
2. Project Name: MP-Clintock Rd Dogpark
Project Location: Rt 6 and McClintock Rd, Channahon Il
Project Budget: 54000
Completion Date: 11-15—13
Owner's Name: Burla Construction for FPDWC
Contact Person: John Simpson
Phone: 815-521-1200
3. Project Name: Neufairfield Subdivison Improvments
Project Location: Rt6 and Gouqer Rd, Joliet
Project Budget: $39, 700
Completion Date: 4-2100
Owner's Name: City of Joliet
Contact Person: Jim T e i b e r
Phone: 815-791-8216
9.3 PROJECTS IN PROGRESS
A. List below projects currently in progress:
L
1. Project Name: e Merdian Hotel
Project Location: 2 100 Spring ' Oakbrook 11
Project Budget: 236,000
Completion Date: June 15,2014
Owner's Name: RBP Oakbrook LLC
Contact Person:
Shaun O'Laughlin
Phone: (952) 564-0828
2. Project Name:
Village of Lisle MFT
Project Location: Various Point, tisfull
Project Budget: 53,609
Completion Date: Fall 2014
Owner's Name: K-Five Construction for the village of Lisle
Art Aimaro
Contact Person:
Phone: 630-649-1051
3. Project Name: n/a
Project Location:
Project Budget:
Completion Date:
Owner's Name:
Contact Person:
Phone:
9.4 PROJECT MANAGEMENT
A. List naive of probable Project Manager or Job Superintendent: Alex Schuster
B. List below similar projects managed:
1. Project Name: Le Meridien Hotel Oakbrook
Contact Person:
Phone:
2. Project Name: FPDWC —Vermont Cemetery
Contact Person:
Phone:
3. Project Name: FPDWC— McClintock Rd Dog Park
Contact Person:
Phone:
END OF SECTION 000455
SECTION 000470—AFFIDAVIT OF COMPLIANCE
The undersigned, Alex Schuster ,being first duly sworn on oath,deposes that he is
President (print or type Name)
4SE Illini-Scapes Inc
of the authority to make
(Sole Owner,Partner,President,Secretary,etc.) (Name of Company)
this certification on behalf of the Bidder,
A. That in connection with this procurement,
(1) The bid is not made in the interest of or on behalf of any undisclosed person, partnership,
company,association,organization or corporation;
(2) The Bidder has not in any manner directly or indirectly sought by consultation,
communication or agreement with anyone to fix the bid price of said bidder or any other
bidder or to fix any overhead profit or cost element of such bid price or that of any other
bidder or to secure any advantage against the public body awarding the contract or
anyone interested in the proper contract;
(3) The bid is genuine and not collusive or sham;
(4) The prices or breakdowns thereof and any and all contents which had been quoted in this
bid have not been knowingly disclosed by the bidder and will not be knowingly disclosed
by the bidder directly or indirectly to any other bidder or any competitor prior to opening;
(S) All statements contained in such bid are true;
(6) No attempt has been made or will be inade by the bidder to induce any other person or
firm to submit a false or sham bid;
(7) No attempt has been made or will be made by the bidder to induce any other person or
firm to submit or not to submit a bid for the purpose of restricting competition;
B. (1) He is the person in the Bidder's organization responsible within that organization for the
decision as to the prices being bid herein and that he has not participated, and will not
participate,in any action contrary to paragraphs I through 7 above;or
(2) (a) He is not the person in the Bidder's organization responsible within that
organization for the decision as to the prices being bid herein but that he has been
authorized to act as agent for the persons responsible for such decision in
certifying that such persons have not participated,and will not participate,in any
action contrary to paragraphs I through 7 above and as their agent does hereby so
certify;and
(b) That he has not participated, and will not participate, in any action contrary to
paragraphs 1 through 7 above.
C. The undersigned certifies that the Bidder has never been convicted for a violation of State laws
prohibiting bid rigging or bid rotating.
D. It is expressly understood that the foregoing statements and representations and promises are
made as a condition to the right of the bidder to receive payment under any award made
hereunder.
By
(Authorized signature and Tittc)
Subscribed and sworn to before me this I
day of M�� ,20
In
o ty Public
• I
CF..,G l�c.S�F,LL�NO�s
END OF SECTION 000470
N0
i
SECTION 000510—FORMS REQUIRED WITH OWNER CONTRACTOR AGREEMENT
PART I0 GENERAL
10.1 DESCRIPTION
A. The following items are required prior to signing the Owner Contractor Agreement:
1. Preliminary Construction.
2. Certificates of Insurance per Supplementary Conditions section 000800.
3. Performance Bond per Supplementary Conditions section 000800.
4. Labor and Material Payment Bond per Supplementary Conditions section 000800.
PART I I -PRODUCTS(Not Used)
PART 12 -EXECUTION(Not Used)
END OF SECTION 000510
SECTION 000520—AGREEMENT BETWEEN OWNER AND CONTRACTOR
PART 13 -GENERAL
13.1 DESCRIPTION
A. The American Institute of Architects "AIA Document A101 — Standard Form of Agreement
Between Owner and Contractor, 1997 Edition, is hereby made a part of the Contract
Documents.
PART 14-PRODUCTS (Not Used)
PART 15 -EXECUTION(Not Used)
END OF SECTION 000520
a Document A10 TTM --tl 2007
Standard Form of Agreement Between Owner and Contractor where the basis of
payment is a Stipulated Sum
AGREEMENT made as of the day of f t
in the vear
(In woicls. indicrrie dar,month and year)
BETWEEN the C)wner:
(Id/ante, address and other-information)
`
v 1 l l Q Q 0,_ This document has important legal
consequences.Consultation with
�* 4 an attorney is encouraged with
t - respect to its completion or
Let C)S a modification.
AIA Document A201 TM-2007,
General Conditions of the
Contract for Construction,is
and the Contractor: adopted in this document by
(Alaine,adds-ess and other in%oonation) reference.Do not use with other
R --r-- i l�t general conditions unless this
� �.. S� -�"Ze,, document is modified.
S 1� c?►',' Ut 42 z
for the foIlt7u ino Project:
(Name. location.and detailed descrii)tion)
V1 f (G � �
5, �'Prr���-
The A:rehitect.
(Name, address and.other infor-rnation)
The Owner and Contractor agree as follows.
AIA Document A107 Tr"-2007.Copyright(D 1915,1518,1925.1937.1551,1958;1961.,1963,1967,1974,7977,1980.1987,1991,199:7 and 2007 by The
Init. American Institute of Architects.All rights reserved.WARNING.This AW Document is protected by t3-5.Copyright Law and International Trades. �
Unauthorized reproduction or distribution of this AIA'Document,at any portion of it,may result in severe civil and criminal penal tea,and will be
j prosecuted to the maximum extent possible under the law,Purchasers are permitted to reproduce ten(10)copies of this document when completed.To
report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright @ata-org.
TABLE OF ARTICLES
1 THE CONTRACT DOCUMENTS
2 THE WORK OF THIS CONTRACT
3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION
4 CONTRACT SUM
5 PAYMENTS
6 DISPUTE RESOLUTION
7 TERMINATION OR SUSPENSION
$ MISCELLANEOUS PROVISIONS
9 ENUMERATION OF CONTRACT DOCUMENTS
10 INSURANCE AND BONDS
ARTICLE 1 THE CONTRACT DOCUMENTS
The Contract Documents consist of this Agreement,Conditions of the Contract(General,Supplementary and other
Conditions) Drawinas,Specifications,Addenda issued prior to execution of this Agreement.other documents listed in
this Agreement and Modification%issued alter execution of this Agreement,all of Which form the Contract,and are'as
fatly a part of the Contract as if attached to this Agreement or repeatcd.herein.The Contract rLpr�sents the entire and
integrated,agreement between the parties hereto and supersedes prior negotiations,representations or agreements,either
written or oral.An enumeration of the Contract Documents,other than a Modification,appears in Article q.
ARTICLE 2 THE WORK OF THIS CONTRACT
The Contractor shall fully execute the Work descri bes]in the Contract Documents,except as specifically indicated in the
Contract Documents to be the responsibility of others.
ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION
§
11'The date of commencement of the Work shall be the date of this A-re ement unless a different date is stated below
or provision.is made.for the date to he fixed in a notice to proceed issued by the Owner.
(Insert the date cif cominencenient�iif it di�j'ers firm the dale
'+o�f this Agreement or, if applicable, stare that the date will be
f t red in a notice to Proceed.) / J A e
4D
If,prior to the commencement of the Work,the(A weer requires time to file mortgages and other security interests,the
Owners time requirement shall be as follows:
§3:2 T7te Contract Time shall be measured from the date of conunencernent.
Init. AIA Document A101 TM—2007.Copyright 1915,1918,1925.1937,1951,1958,1961,1963,1967.1974,1977,1980,1987,1991,1997 and 2007 by The
American Institute of Architects.All rights reserved.LWARNtNG.This i?W Davuenent is prolech!d by U.S.Copyright tayo and International Treaties.
Unauthorized reproduction at distribution of this Ate Document,or any portion of it,may result in severe civil and criminal penalties,and wit:be
1 pm%escumd to the maximum extent possible under the law.Purchasers are permitted to reproduce ten(10)copiesof this document when competed.To
report copyright violations of AIA Contract Documents,e-mail The American institute of Architects'legal counsel,copynght@aia.org.
§3.3 The.Conti-actor shall achieve Substantial Completion of the entire Work,not later than
)days from the date of coal mencement.or as follows:
(Insert number of calendar days.Alreniatively,a calendar date may be used when co6rdiriated with the date ref
connitenceinent..If appropriale, inseil i-eqiiireiiient,v for earli.ei-Sitb:vt(trtticiI C(ittipletiot7,-)ff.-e)-taiiipoi-ti.oizsofthe Work)
gLiq
subject to adjustments of this Contract Time tas pTovided in the Contr.act Documents.
(Inseurprovisions.if any,Jbr liquidated daynages relating to failure to achieve Substantial Completion on finte orfor
bonits payments for ear!)v completion of the Work)
ARTICLE 4:CONTRACT SUM
4.1 The Owner shall pay the Contractor the Contract Suni in current funds for the Contractor's performance of the
Contract.The Cgitract Sum shall be
Dollars W subject to additions and deductions as provided in the Contract Documents.
Le
§4.2 The Contract Sum is based upon the following,alternates,if any,which are described in the Contract Documents
arid are hereby accepted by the Owner:
(Sta.te the numbers or other I identification of accepted alternarels.If the bidding or proposal documents permit the
Owner to accept other alteniares vibsequent 16 the execution of*lhis Agreement, artach a schedule(.!f such other
alternales showing the amoulItf6r each and the(late when that.amount expires.)
§4.3 Unit prices,if any-.
(Identih a id state the unit price: limitations,ij-'any, -h:the unit price vvill be applicable.)
state quantil) to whic
Item Units and Limitations Price Per Unit
§4.4 Allowances included in the Contract Surn-if any.-
(Identify allowance and state exclusions, if any,from the allowance price.)
Item Price
ARTICLE 5 PAYMENTS
§.5.1 PROGRESS PAYMENTS
§5.1.1 Based upon Applications for Payment,submitted to the Architect by the Contractor and Certificates for Payment
issued by the Architect,the Owner shall make progress payments on account of the Contract Sdm to the Contractor as
provided below and elsewhere in the Contract Documents.
AIA Document MOM-2007.Copyright 1915,1918,1925,1937,1951,19%1961.1963,1967,1974.1977.1980,1987,1991.,1997 and 2007 by The
Init. American Institute of Architects.All rights reserved.WARNING:Thm Ale Document is protected by US,Copyright Law and International Treaties, 3
Unauthorized reproduction or distribution of this Ate Document,or any portion of 11,may result in severe civil and cbminal penaltier,and N111 Ise
prosecuted to the maAmum extent possible under the Iasi.Purchasers are permitted to reproduce ten(10)copies of this document when completed.To
report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright@aia.org.
§51,2 The period covered by each:Apt?iicatinn tnr Rivment shall be one calendar•ttlonth ending on the last day of the
_month,or as follows: '
§5.1.3 Provided that an.=kppAtcanon for Plymeut is received by the Architect not:later than the
( )da,of a month,the Owner shall snake payment:of t:he certified amount to the Contractor not later than the
{ )day of the { )month.Hart Application for Payment.
is received by the Architect after the application date fixed above,payment shall be lade by the Owner not later than
- ( )days after the Architect receives the Application for-Payment.
Tecleral.state or local laws rttcr•1'require pe,�wnetlt iriddit a certain period of tinge.)
§51.4 Each Application for Payment shall be based on the rnost.recent schedule of values submitted by the Contractor
in accordance with the Co tract Documents.The schedule of values shall.allocate the entire Contract Sutra among the
various portions of the Work.The schedule oil values shall be prepared in such form and supported by such data to
substantiate its accuracy as,the Architect may require.This schedule,unless objected to by the Architect,shall be used
as a basis for reviewing the Contractor's Applications for Payment.
§5:1.5 Applications for Payment shall shore the percentaCgle of completion of each portion of the Work as of the end of
the period covered by the Application for Payment.
§5,1,6 Subect to other provisions of the Contract Documents,the amount of each progess payment shall be computed
as follows:
.1 Take that portion of the Contract Sun properly allocable to completed Work-as determined by
multiplying the percentage completion of•each portion of the Work by the share of the Contract Sum
allocated to that.portion of the Work in the schedule of values,less retaina,e of
percent f rr.).Pending final determination of cost to the Owner of changes in t.he`'Work.,
amounts not in dispute shall be included as provided in Section 73.9 of AlA Document.A201T1"-2007,
General Conditions of the Contract for Construction;
.2 Add that portion of the Contract Sutra properly allocable to materials and equipment delivered and
Suitably stored at the site for subsequent incorporation in the completed construction(or,if.approved in
advance by the Owner,suitably stored off the Site at a Iocatien agreed upon in writing).less retainage of
Pei-cent
3 Subtract the a�Qre'.ate of previous payments made by the C►w°net;and
.4 Subtract amounts,if any,for which the Architect has withheld or nullified a Certificate for Payment as
provided in Section 9.5 of A.IA Document.A201-2007.
§5,1.7 The progress payment amount determined in accordance with Section 5.1.6 shall be further modified under the
followin-circumstances:
,1 Add,upon Subsuintial Completion or the Work,asurn sufficient to increase the total payments to the full
amount of the Contract Sum,.less such amounts Its the Architect shall determine for incomplete Work,
retainage applicable to such work and unsettled claims;and
(Section.9.8.5 of'ALA Document A201-2007 requires release of applicable reiainage upon Substantial
Completion c?J Work rvitlr consenr o 'surety, if ant.)
2 Add,if fi nal.completion of the Work is thereafter materially delayed through no fault of the Contractor-.
any additional amounts payable in accordance xNith Section 9,10.3 ofAIA Document A201-2007.
§5.1.8 Reduction or limitation of retainaoc.if any,shall be as follows:
(If it is intended,prior to Substantial Completion o f rho entire li`ork, to reduce or limit the refailiage residing from the
percentages inserted in Sections 5.1.6.1 and 5.1.6.2 above,and this is not explained elseivhere in the Contract
Do cinnents, insert here]trot=islons,lbr such reduction or lindiation.)
AlA Document A101Tm-2007.Copyright'@ 1915.1918,1925,1937.1951,1958,i961,1963,1967,197:.1977,1980,1987,1991.1997 and 2.007 by The
Init. American institute o`Architects.All rights reserved.WAEtNrt'G:This AIA'Document is protected by U.&Copyriot Law and International Treaties.
Ur hodzed reproduction or distribution oe ibis AIX:Doeunsent,or any portion of it,may result its severe civif and criminal penalties snxt will be
ut
t prosecuted to the maximum extent possible uneer the law.Pure:lasers are permitted to reproduce ten(10)copies of this document when completed.To
report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright @aia.org.
§5.1.9 Except with the OwneCs prior approval,the Contractor shall not make advance payments to suppliers for materials
or equipment which have not been delivered and stored at the site.
§5.2 FINAL PAYMENT
§521 Final payment,constituting the entire unpaid balance of the Contract Sum,shall be made by the Owner to the
Contrattor when
A the Contractor has fully performed the Contract except for the CcimractoCs responsibility to correct
Work as provided in Section 12.2.2 of AIA Document A201-2007,and to satisfy other requirements,,if
ant[
any,which extend.bevond final payment;�a
.2 a final Certificate for Payment has been issued by the Architect.
§5.2.2 The Owner's final payment to the Contractor shall be made no later than 30 days after the iSSLlanCC of the
's 17 fificale for Paynient,or as follows:
Architect' trial.Cei
�J
ARTICLE 6 DISPUTE RESOLUTION
6.1 INITIAL DECISION MAKER
The Architect will serve as Initial Decision Maker pursuant to Section 15-2 of AIA Document A201-2007,unless the
parties appoint below anotherindividual,not a party to this Agreenl,ent,to serve as Initial Decision Maker.
(tf the parties uwtuallv aoree, insert the name, address and other confael h1fi-irmation of 11te Initial Decision Hake'r, if
other than the Architect._)
§6.2 BINDING DISPUTE RESOLUTION
For any Claim subject to,but not resolved by-mediation pursuant to Section 15.3 of AIA DOCUmentA201—1007,the
method of binding dispute resolubonshall be as follows:
(Check the appropriate box. If the Owner and Comractor do not seleci a inethod(f binding dispute resolution below,or
(to not subsequeral'y cqree in writing to a binding dispitte resolittion melhod other than litigation, Clainis u7i.11 be
resolved by litigation in a.courl r.-.!f c(iiiipeten.ijiti-i.Vfii(..Iioll.)
❑ Arbitration pursuant to Section 15.4 of AIA Document A201-2007
Litigation in a court of competent jurisdiction
❑ Other(Spec fv)
ARTICLE TERMINATION OR SUSPENSION
7.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document
A201-2007.
§7.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A201-2007.
AlA Document A101"m-2007.Copyright @ 1915,191811925.1937,1951,1958.1961.1963, 1967.1974,1977,1980..1987,1991,1997 and 2()07 by The
Init. American institute of Architects.All rights reserved.WARNMG-This Ate Document is protected by U.S.Copyright 1-aw and international'Freities, 5
UnaUthadzed reproduction or distribution of this Ale DociAment,or any portion of it,may result in severe civil and criminal penalties,and will be
prosecuted to the maximum exfe:rrg'possible under thp law.Purchasers are permitted to reproduce ten(10)copies of this document when completed.To
report copyright violations of AIA Contract Documents.e-mail The American Institute of Architscls'legal counsel,copyright@aia.org.
ARTICLE 8 MISCELLANEOUS PROVISIONS
§8.1 Where reference is made in this Agreement to a provision of AIA Document A201-2007 or another Contract
Document,the reference refers to that provision as amended or supplemented by other provisions of the Contract
Documents..
§B.2 Payments clue and unpaid under the Contract shall hear interest from the date payment is due at the rate stated
belaw,or in the absence thereof,at the legal rate prevailing from time to time at the place where the Project is located.
(Insert rate,of h?terest agreed upon, if any.)
§8.3 The Owner's representative:
(Name, address and other it funnaliort)
u.t t tiCtt�
� v'ZCx� O� `l�jirc�tc- R_e7r�
Le D s oz3
i,=-ht c. Iti er 1Gs D-i reAl-a-
§8.4 The Contractoa 's representative:
CA inforation)
E � 4
tIc , Z. � LP
§,8.5 Neither the Owners nor the Contractor's representative shall be changed without ten days written notice to the
other party.
§8.$Other provisions:
ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS
§9.1 The Contract Documents,except for Ivtodihcations issued after execution of this Agreement,are enumerated in the
secti=ons below.
§9.1.1 The Agreement is this executed AIA Document A101-2007,Standard Form of Agreement Between Owner and
Contractor.
§91.2 The General Conditions are AIA Document A201-2007.General Conditions of the Contract:for Construction.
§9.1,3 The Supplementary and other Conditions of the Contract:
Document Title Date Pages
§9.1.4 The Specifications:
(Either list the Specifrcatirrris here arat fer to an exhibit attached to this Agreement.)
Section ' Title Date Pages
� �)
AIA Document A101 M 2007.Copyright C)1915,1918,1925,1937,1951,1958,1961,1963,19667,1974,1977,1980,1987,'1991,1997 and 2007 by The
Init. American Institute of Architects.All rights reserved.WARNING:This a IA'Docutnent is protected by U.S.Copyright Law and International Treaties. 6
Unauthorized reared uotion or distribution of this AIA`DocurnenL or any portion of it,may result in severe civil and criminal penalties,and will be
E pm ecuted to the maximum extent possible under the lava.Purchasers are permitted to reproduce ten(10)copies of this document whencompleted.To
report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyriaht@aia.org.
§9.1.5 The Drawings:
(Dither list the Drawings here or refer to an exhibit attached to this Agreement.)
Number Title Date
§9.1.5 The Addenda,if any:
Number Date Pages
Portions of:Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding
requirements are also enumerated in this Article 9.
§9.1.7 Additional documents,if any,forming part of the Contract Documents:
.1 AIA Document E1 Tr`r-20( )7,Digital Data Protocol Exhibit,if completed by the parties,or following:
.2 Other documents,if any,listed below:
(Li't here;any additional dot uritertts that are iuterttlird to jbrrn part of the Contract Documents.AIA:Document A207-
2007 provides that bidding requirements such as advertisement or invitation to hint, Instructions to Bidders,sample
forts and the Contractor's bid arcs not bait of the Contract Documents unless enumerated in this Agreement.They
should be listed here only iif intended to he part of the Contract Documents.)
ARTICLE 10 INSURANCE AND BONDS
The Contractor shall purchase and maintain insurance and provide bonds as set forth in Article I 1 of AIA Document
A20I LM07.
fState bonding requirements, if any,and limits of•liability for insurance required in Article II of Alva Document
A201-2007.)
This A- ement enters d.into as of the day and year first written above.
OW ER(Signature) Co T (St nature)
(Printe .t are and title) (Printed name and title)
CAUTION You should sign an original AIA Contract Document,on which this text appears in RED.An original assures that
changes will not be obscured.
1'nit AIA Document A101 VM—2007.Copyright 0 1915,1918,1925,1937,1951,1958,1961,19&3,1967,1974,1977,1980,1987;1991,1997 and 2007 by The
American Institute of Architects.All rights reserved.WAtlPdlNC,This AIA"Document is protected by U.S.Copyright Laws and Internatlonal 7
Unauthorized reproduction or distribution of this Ate Document,or any portion of it;may result in severe civil and criminal penalties,and€ill bt
1 prosecuted to the maximum extent possible under the low.Purchasers are permitted to reproduce ten(10)copies of this document when completed.To
report copyright violations of AIA Contract Documents,e-mail The American Institute of Architects'legal counsel,copyright @aia.org.
SEXUAL HARASSMENT CERTIFICATE
ru —Seugs hereinafter ref red to as "Contractor"
having submitted a bid/pro osal for ` '''a Si the Village of
Oak Brook, DuPage/Cook Counties, Illinois, hereby certifies that said Contractor has a
written sexual harassment policy in place in full compliance with 775 ILCS 5/2-105(A)(4)
including the following information:
1. An acknowledgment of the illegality of sexual harassment.
2. The definition of sexual harassment under State law.
3. A description of sexual harassment, utilizing examples.
4. The contractor's internal complaint process including penalties.
5. The legal recourse, investigative and complaint process available through the Illinois
Department of Human Rights and the Human Rights Commission.
6. Directions on how to contact the Department or the Commission.
7. An acknowledgment of protection of a complaint against retaliation as provided in
Section 6-101 of the Human Rights Act.
Each contractor must provide a copy of such written policy to the Illinois Department of
Human Rights upon request.
By:
"Authorized Agent of Contractor
Subscribed and sworn to
wwv`^^^.v�n,
before me this 7 day OFFICIAL SEAL
of f , 20 wFn�nv eA�rLErr
1 anT4Rt J
r
` �'!t l!NOiS
No a ublic
Paqe 1
PREVAILING WAGE AFFIDAVIT
I, (name of signatory), on oath hereby state
and certify that �S �' 11 �,n , SS (name of Contractor), pursuant to a
Contract dated kri 2014, with the Village of Oak Brook for the
�asl- �Lna
�gnap�QP oject, has complied and will comply with all laws, including those
relating to the employment of labor, the payment of the current general prevailing rate of
hourly wages for each craft or type of worker or mechanic needed to execute the
Contract or perform such work, and also the current general prevailing rate for legal
holiday and overtime work, as ascertained by the Illinois Department of Labor for
DuPage County, Illinois, and those prevailing rates are paid and shall be paid for each
craft or type of worker or mechanic needed to execute the aforesaid Contract or to
perform such work. 11 jt>7; —eJ� (name of Contractor) has also
complied and will comply with all record keeping requirements established in the
Prevailing Wage Act (820 ILCS 130/0.01, et seq.
CONTRACTOR:
By:
Title:
SUBSCRIBED AND SWORN TO BEFORE
ME,THIS j r DAY OFD, '.f , 2014
NOTARY PUBLIC 7WENDY CIAL SEALr
BARTLETT
C-STATE OF ILLINOIS
)N EXPIRES 10/17/15
Paqe 2
,*o-
CERTIFICATION OF PAYROLL RECORDS
I, (name of person executing this certificate), do hereby
certify that I am the duly qualified and acting (title) for
AM 1 ',_S , (name of contractor) and, as such, am authorized to certify
payroll records a6 true and accurate for such company in accordance with the
requirements of Section 5 of the Prevailing Wage Act (820 ILCS 130/5) (the "Act").
I do hereby further certify that the following document is a true and accurate copy
of the records of all laborers, mechanics, and -Qther workers employed by
(name of contractor) on the � ay,,Cjn gQ_Project (the "Project") for
the Village of Oak Brook (the "Village"), including each such worker's name, address,
telephone number, social security number, classification or classifications; and the
hourly wages paid in each pay period, hours worked each day, and the starting and
ending times of work each day for each such worker on such Project.
do hereby further certify that the hourly rate paid to each worker is not less than
the general prevailing rate of hourly wages required by the Act, and that
SL—.Tlitw;- (name of contractor), and I on behalf of such contractor, are fully
aware that filing a certified payroll that we know to be false is a Class B misdemeanor. I
further certify that upon two (2) business days' notice, if requested, we and any
subcontractor hired by us shall make available for inspection the records required in the
Act to the District, its officers and agents, and to the Director of Labor, his deputies and
agents, at reasonable hours at a location within the State of Illinois.
Date: ,,� , 2014
S,
(Name of Contractor)
(Signature) yJ
(Printed Name')
(Title)
Subscribed and sworn to before me OFFICIAL SEAL
this tday of ��1' , 2014. WE'vDv BAR7LE�
NOTARv PUBLIC OF ILLINOIS
nr• rnt lr: i(;N FXPIRP 1011716
Notary Public
Paqe 3
CONTRACTOR'S CERTIFICATIONS
(CONTRACT EXECUTION)
It i ' - e , having executed a contract for rvgC with
the VILLAGE, hereby-certifies that said contractor is not barred from executing said
contract as a result of a violation of either Section 5/33E-3 or 5/33E-4 of Chapter 720 of
the Illinois Compiled Statutes.
(DRUG-FREE WORKPLACE)
Contractor deposes, states and certifies it will provide a drug free workplace by complying
with Section 3 of the Illinois Drug Free Workplace Act, being 30 ILCS 580/3.
Attest/Witness: Contractor
By: By: J� }�
Name of Contractor's Executing
Officer
Title: Title:
title of Contractor's Executing
Officer
Subscribed and Sworn to
before me this A;"=" day
of ; ( 20�
My Commission Expires: 10 7 i�
Notary Pu is
-SEA L-
OFFICIAL SEAL
WENpv BARTLETT
NOTARY R` BLIC IZTATE OF ILLINOIS
10117116
Paqe 4
Contract Bond
East 22"d Street Signage Project
Bond #
Subject to Adjustment
Based on
Final Contract Price
We, as PRINCIPAL,
and , as SURETY, are held
and firmly bound unto the Village of Oak Brook (hereafter referred to as "VILLAGE") in the
penal sum of Dollars ($ ), lawful
money of the United States, well and truly to be paid unto said VILLAGE, for the payment
of which we bind ourselves, our heirs, executors, administrators, successors, jointly to pay
to VILLAGE this sum under the conditions of this instrument.
WHEREAS THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that, the
said Principal has entered into a written contract with the Village acting through its
awarding authority for the above stated project, which contract is hereby referred to and
made a part hereof, as if written herein at length, and whereby the said Principal has
promised and agreed to ep rform said work in accordance with the terms of said contract,
including, but not limited to the term requiring the payment at the prevailing rate of hourly
wages, and has promised to pay all sums of money due for any labor, materials,
apparatus, fixtures or machinery furnished to such Principal for the purpose of performing
such work and has further agreed to pay all direct and indirect damages to any person,
firm, company, or corporation suffered or sustained on account of the performance of such
work during the time thereof and until such work is completed and accepted, except as
modified by the Guarantee section of the Bid; and has further agreed that this bond shall
inure to the benefit of any person, firm, company or corporation, to whom any money may
be due from the Principal, subcontractor or otherwise, for any such labor, materials,
apparatus, fixtures or machinery so furnished and that suit may be maintained on such
bond by any such person, firm, company, or corporation, for the recovery of any such
money.
Paqe 5
NOW, THEREFORE, if the said Principal shall well and truly perform said work in
accordance with the terms of said contract, and shall pay all sums of money due or to
become due for any labor, materials, apparatus, fixtures or machinery furnished to him for
the purpose of performing such work, and shall commence and complete the work within
the time prescribed in said contract, and shall pay and discharge all damages, direct and
indirect, that may be suffered or sustained on account of such work during the time of the
performance thereof and until the said work shall have been accepted, and shall hold
VILLAGE harmless on account of any such damages and shall in all respects fully and
faithfully comply with all the provisions, conditions, and requirements of said contract, then
this obligation to be void; otherwise to remain in full force and effect.
IN TESTIMONY WHEREOF, the said PRINCIPAL and the said SURETY have caused this
instrument to be signed by their respective officers this day of 12014.
PRINCIPAL
(Company Name) (Company Name)
By: By:
(Signature) (Signature)
(Title) (Title)
(If PRINCIPAL is a joint venture of two or more contractors, the company names and
authorized signatures of each contractor must be affixed.)
SURETY
By:
(Name of Surety) (Signature of Attorney in Fact)
Paqe 6
State of Illinois )
) SS.
County of )
a Notary Public in and for said county, do hereby certify
that (names of individuals signing on
behalf of Principal and Surety) who are each personally known to me to be the same
persons whose names are subscribed to the foregoing instrument on behalf of
PRINCIPAL and SURETY, appeared before me this day in person and acknowledged
respectively, that they signed and delivered said instrument as their free and voluntary act
for the uses and purposes therein set forth.
Given under my hand and notarial seal this day of , 2014.
Notary Public
My commission expires:
Paqe 7
SECTION 000700—GENERAL CONDITIONS
CONDITIONS:
A. The Village is exempt from Federal excise tax and the Illinois Retailer's Occupation Tax. This
bid cannot include any amounts of money for these taxes.
B. To be valid,the bids shall be itemized so that selection for purchase may be made,there being
included in the price of each unit the cost of delivery(FOB Destination).
C. The Village shall reserve the right to add or to deduct from the base bid and/or alternate bid any
item at the prices indicated in itemization of the bid.
D. All bids shall be good for forty five(45)days from the date of the bid opening.
BASIS OF AWARD:
Contracts shall be awarded to the lowest responsive and responsible bidder on the basis of the bid
that is in the best interests of the Village to accept. As a part of the evaluation process,and in
addition to cost,the Village shall evaluate the responsiveness and responsibility of each bidder. To
be judged responsible, a bidder must have the following capabilities in all respects to fully perform
the contract requirements and will be judged against the following standards, at a minimum:
A. Ability, capacity and skill to fulfill the contract as specified.
B. Ability to supply the commodities, provide the services or complete the
construction promptly, or within the time specified,without delay or interference.
C. Character, integrity,reputation,judgment,experience and efficiency.
D. Quality of performance on previous contracts.
E. Previous and existing compliance with laws and ordinances relating to the
contract.
F. Sufficiency of financial resources.
G. Quality, availability and adaptability of the commodities, services or construction
in relation to the Village's requirements.
H. Ability to provide future maintenance and service under the contract.
1. Number and scope of conditions attached to the bid/proposal.
J. Record of payments for taxes,licenses or other monies due the Village
GUARANTEE:
Guarantee all work for one year following the date of Final Acceptance by the Landscape
Architect and Owner. At the end of the guarantee period,the Contractor must replace all work
that does not comply with the Contract Documents or is in an unsatisfactory condition as
determined by the Owner or Owner's Representative.
PAYMENT:
The Village of Oak Brook authorizes the payment of invoices on the second and fourth Tuesday of the
month. For consideration on one of these dates, payment request must be received no later than
fourteen(14)days prior to the second or fourth Tuesday of the month
INDEMNIFICATION:
The Contractor shall protect, indemnify, save, defend and hold forever harmless the Village and/or its
officers,officials,employees,volunteers and agents from and against all liabilities,obligations,claims,
damages, penalties, causes of action, costs and expenses, including without limitation court costs,
insurance deductibles and attorney's fees and expenses,which the Village and/or its officers, officials,
employees, volunteers and agents may incur, suffer or sustain, or for which the Village and/or its
officers,employees and agents may become obligated by reason for any accident, injury to or death of
persons or loss of or damage to property, or civil and/or constitutional infringement of rights
(specifically including violations of the Federal Civil Right Statutes), arising indirectly or directly in
connection with or under, or as a result of,this or any Agreement by virtue of any act or omission of
any of the Contractor's officers,employees,subcontractors,and/or agents,provided that the Contractor
shall not be liable for claims, obligations, damages, penalties, causes of action, costs and expenses
arising solely by any act or omission of the Village's officers, officials, employees, volunteers and/or
agents.
The contractor shall hold the Village harmless for any and all claims for labor, material, apparatus,
equipment, fixtures or machinery furnished to the contractor for the purpose of performing the work
under the contract; and the payment of all direct and indirect damages to any person,firm, company or
corporation suffered or sustained on account of the performance of such work during the time the
contract is in force.
SAFETY:
The contractor and any subcontractors shall comply with all the provisions of the Federal
Occupational Safety and Health Act of 1970(84 Stat. 1590),as amended.
EQUAL OPPORTUNITY:
The CONTRACTOR will not discriminate against any employee or applicant for employment
because of race, color, religion, sex, ancestry, national origin, place of birth, age or handicap
unrelated to bona fide occupational qualifications.
EMPLOYMENT OF ILLINOIS WORKERS DURING PERIODS OF EXCESSIVE
UNEMPLOYMENT:
The Contractor shall comply with all Illinois statutes pertaining to the selection of labor.
Whenever there is a period of excessive unemployment in Illinois, which is defined herein as any
month immediately following 2 consecutive calendar months during which the level of
unemployment in the State of Illinois has exceeded 5 percent as measured by the United States
Bureau of Labor Statistics in its monthly publication of employment and unemployment figures,the
Contractor shall employ only Illinois laborers. "Illinois laborer"means any person who has resided
in Illinois for at least 30 days and intends to become or remain an Illinois resident.
Other laborers may be used when Illinois laborers as defined herein are not available, or are
incapable of performing the particular type of work involved, if so certified by the Contractor and
approved by the Municipality. The Contractor may place no more than 3 of his regularly employed
non-resident executive and technical experts, who do not qualify as Illinois laborers, to do work
encompassed by this Contract during a period of excessive unemployment.
This provision applies to all labor,whether skilled,semi-skilled or unskilled,whether manual or non-
manual.
EXECUTION OF DOCUMENTS
The Contractor, in signing his Bid on the whole or on any portion of the work, shall conform to the
following requirements:
Bids signed by an individual other than the individual represented in the Bid documents shall have
attached thereto a power of attorney evidencing authority to sign the Bid in the name of the person
for whom it is signed.
Bids which are signed for a partnership shall be signed by all of the partners or by an attorney-in-fact.
If signed by an attorney-in-fact, there shall be attached to the Bid a power of attorney evidencing
authority to sign the bid,executed by the partners.
Bids which are signed for a corporation, shall have the correct corporate name thereof and the
signature of the President or other authorized officer of the corporation manually written below the
corporate name.
If such Bid is manually signed by an official other than the President of the Corporation, a certified
copy of a resolution of the board of directors evidencing the authority of such official to sign the Bid
should be attached to it. Such Bid shall also bear the attesting signature of the Secretary of the
corporation and the impression of the corporate seal.
The Contract shall be deemed as have been awarded when formal notice of award shall have been
duly served upon the intended awardee.
NON-DISCRt IINATING:
The Vendor, its employees and subcontractors, agrees not to commit unlawful discrimination and
agrees to comply with applicable provisions of the Illinois Human Rights Act,the U.S. Civil Rights
Act and Section 504 of the Federal Rehabilitation Act,and rules applicable to each.
PREVAILING RATE OF WAGES:
All wages paid by the Contractor and each subcontractor shall be in compliance with The
Prevailing Wage Act (820 ILCS 130), as amended, except where a prevailing wage
violates a federal law, order, or ruling, the rate conforming to the federal law, order, or
ruling shall govern. The Contractor shall be responsible to notify each subcontractor of
the wage rates set forth in this contract and any revisions thereto. If the Department of
Labor revises the wage rates, the revised rate as provided by the public body shall apply
to this contract and the Contractor will not be allowed additional compensation on
account of said revisions.
Contractor will comply with the Illinois prevailing wage law, as amended from time to time. Not
less than the prevailing rate of wages as found by Owner or the Illinois Department of Labor shall be
paid to all laborers, workers and mechanics performing work under the Contract. If the Department
of Labor revises the prevailing rate of wages to be paid laborers, workers or mechanics under the
Contract,Owner will notify Contractor and each Subcontractor of the change in the prevailing rate of
wages; provided, however, regardless of whether Owner gives such notice, the revised prevailing
rate of wages shall apply to the Contract and Contractor shall have the sole responsibility and duty to
pay, and ensure that all Subcontractors pay, the revised prevailing rate of wages to each person to
whom a revised rate is applicable. Revision of the prevailing wages shall not result in an increase in
the Contract sum or other cost to Owner. Contractor shall indemnify, defend and hold Owner
harmless from any loss, including but not limited to Owner's attorneys fees, resulting from
Contractor's failure to comply with this prevailing wage clause. All bonds applicable to the Contract
shall include a provision as will guarantee the faithful performance of the obligation to pay the
prevailing rate of wages.
The Contractor and each subcontractor shall make and keep, for a period of not less than
3 years, records of all laborers, mechanics, and other workers employed by them on the
project; the records shall include each worker's name, address, telephone number when
available, social security number, classification or classifications, the hourly wages paid
in each period, the number of hours worked each day, and the starting and ending times
of work each day. The Contractor and each subcontractor shall submit monthly, in
person, by mail, or electronically a certified payroll to the public body in charge of the
project. The certified payroll shall consist of a complete copy of the records. The certified
payroll shall be accompanied by a statement signed by the contractor or subcontractor
which states that:
(i) such records are true and accurate;
(ii) the hourly rate paid to each worker is not less than the general prevailing rate of
hourly wages required; and
(iii) the contractor or subcontractor is aware that filing a certified payroll that he or she
knows to be false is a Class B misdemeanor.
Upon 2 business days' notice, the contractor and each subcontractor shall make available
for inspection the records to the public body in charge of the project, its officers and
agents, and to the Director of Labor and his deputies and agents at all reasonable hours at
a location within this State. The Contractor and each subcontractor shall permit his/her
employees to be interviewed on the job, during working hours, by compliance
investigators of the Department or the Department of Labor.
COPIES OF DOCUMENTS
The number of copies of Contract required to be executed is as follows:
a) Two(2)original counterparts of the Contract documents will be required to be executed.
INDEPENDENT CONTRACTOR:
There is no employee/employer relationship between the CONTRACTOR and the VILLAGE.
CONTRACTOR is an independent contractor and not the VILLAGE'S employee for all
purposes, including, but not limited to,the application of the Fair Labors Standards Act minimum
wage and overtime payments, Federal Insurance Contribution Act, the Social Security Act, the
Federal Unemployment Tax Act,the Worker's Compensation Act(820 ILCS 305/1, et seq.). The
VILLAGE will not (i) provide any form of insurance coverage, including but not limited to
health,worker's compensation, professional liability insurance, or other employee benefits, or(ii)
deduct any taxes or related items from the monies paid to CONTRACTOR. The performance of
the services described herein shall not be construed as creating any joint employment relationship
between the CONTRACTOR and the VILLAGE, and the VILLAGE is not and will not be liable
for any obligations incurred by the CONTRACTOR, including but not limited to unpaid
minimum wages and/or overtime premiums, nor does there exist an agency relationship or
partnership between the VILLAGE and the CONTRACTOR.
ASSIGNMENT
Neither the VILLAGE nor the CONTRACTOR shall assign or transfer any rights or obligations
under this Agreement without the prior written consent of the other party, which consent shall not
be unreasonably withheld.
GOVERNING LAW
This Agreement shall be governed by the laws of the State of Illinois as to interpretation,
performance and enforcement. The forum for resolving any disputes concerning the parties'
respective performance or failure to perform under this Agreement shall be the Circuit Court for
the Eighteenth Judicial Circuit,DuPage County, Illinois.
INSURANCE:
Certificates of Insurance shall be presented to the Village within fifteen(15)days after the receipt by
the contractor of the Notice of Award and the unexecuted contract,it being understood and agreed that
the Village will not approve and execute the contract until acceptable insurance certificates are
received and approved by the Village.
Each contractor performing any work pursuant to a contract with the Village of Oak Brook and each
permittee working under a permit as required pursuant to the provisions of Title 1 of Chapter 8 of the
Code of Ordinances of the Village of Oak Brook (hereinafter referred to as "Insured") shall be
required to carry such insurance as specified herein. Such contractor and permittee shall procure and
maintain for the duration of the contract or permit insurance against claims for injuries to persons or
damages to property which may arise from or in connection with the performance of the work under
the contract or permit, either by the contractor, permittee, or their agents, representatives, employees
or subcontractors.
A contractor or permittee shall maintain insurance with limits no less than:
A. General Liability- $2,000,000 combined single limit per occurrence for bodily injury,personal
injury and property damage,provided that when the estimated cost of the work in question does
not exceed$25,000,the required limit shall be$1,000,000;
B. Automobile Liability(if applicable) - $1,000,000 combined single limit per accident for bodily
injury and property damage;
C. Worker's Compensation and Employer's Liability - Worker's Compensation limits as required
by the Labor Code of the State of Illinois and Employer's Liability limits of$1,000,000 per
accident.
Any deductibles or self-insured retention must be declared to and approved by the Village. At the
option of the Village, either the insurer shall reduce or eliminate such deductible or self-insured
retention as respects the Village, its officers, officials, employees and volunteers; or the Insured shall
procure a bond guaranteeing payment of losses and related investigations, claim administration and
defense expenses to the extent of such deductible or self-insured retention.
The policies shall contain,or be endorsed to contain,the following provisions:
D. General Liability and Automobile Liability Coverage-
(1) The Village, its officers, officials, employees and volunteers, Hitchcock Design Group,
Engineering Resources Associates are to be covered as additional insureds as respects:
liability arising out of activities performed by or on behalf of the Insured; premises
owned, occupied or used by the Insured. The coverage shall contain no special
limitations on the scope of protection afforded to the Village, its officers, officials,
employees,volunteers,or agents.
(2) The Insured's insurance coverage shall be primary insurance as respects the Village, its
officers, officials, employees, volunteers and agents. Any insurance or self-insurance
maintained by the Village,its officers,officials,employees,volunteers or agents shall be
in excess of the Insured's insurance and shall not contribute with it.
(3) Any failure to comply with reporting provisions of the policies shall not affect coverage
provided to the Village,its officers,officials,employees,volunteers or agents.
(4) The Insured's insurance shall apply separately to each covered party against whom claim
is made or suit is brought except with respect to the limits of the insurer's liability.
E. Worker's Compensation and Employer's Liability Coverage
The policy shall waive all rights of subrogation against the Village,its officers,officials,
employees,volunteers and agents for losses arising from work performed by the insured
for the Village.
Each insurance policy shall be endorsed to state that coverage shall not be suspended, voided,
canceled by either party, reduced in coverage or in limits except after thirty (30) days prior written
notice by certified mail has been given to the Village. Each insurance policy shall name the Village,
its officers, officials and employees,volunteers and agents as additional Insureds. Insurance is to be
placed with insurers with a Best's rating of no less than A:VII.
Each Insured shall furnish the Village with certificates of insurance and with original endorsements
effecting coverage required by this provision. The certificate and endorsements for each insurance
policy are to be signed by a person authorized by that insurer to bind coverage on its behalf The
certificates and endorsements are to be on forms approved by the Village and shall be subject to
approval by the Village Attorney before work commences. The Village reserves the right to require
complete,certified copies of all required insurance policies,at any time.
Each insured shall include all subcontractors as insureds under its policies or shall furnish separate
certificates and endorsements for each subcontractor. All coverages for subcontractors shall be
subject to all of the requirements stated herein.
BONDS:
A. Provide within fourteen (14) days of Contract Award, a Performance Bond and Labor and
Material Payment Bond for 100%of the Contract Sum.
B. Furnish bond with a surety qualified to do business in the State of Illinois. Both the surety
and the agency through which the bond is purchased shall be acceptable to the Owner.
C. Form of bond: AIA Document A311, current edition,or as acceptable to Owner.
D. The bond shall remain in effect until the end of the guarantee period described in the
Contract Documents.
E. Payment to the Contractor for the bond cost will be made based on the value stated in the
Unit Price Schedule if identified separately.
PART 16-PRODUCTS (Not Used)
PART 17 -EXECUTION(Not Used)
END OF SECTION 000700
SECTION 000800—SUPPLEMENTARY CONDITIONS
PART 18 -GENERAL
18.1 GENERAL CONDITIONS
A. The American Institute of Architects "AIA Document A201 — General Conditions of the
Contract for Construction, 1997 Edition", Articles 1 through 14 inclusive, are part of these
Contract Documents. For brevity, this Document is referred to in the Contract Documents as
the"General Conditions".
18.2 SUPPLEMENTARY CONDITIONS
A. The following Supplementary Conditions modify, change, delete from or add to, the General
Conditions. Where any article of the General Conditions is modified or any paragraph,
subparagraph or clause is modified, changed or deleted by these supplements, the unaltered
provisions of that article,paragraph, subparagraph or clause shall remain in effect.
18.3 INSURANCE
A. Hold the Owner harmless from any and all claims for injury (including death) to persons or
property (including the Contractor's property) resulting or arising from any construction
operations, and defend any such claim asserted, or suit brought against the Owner thereon, and
pay any judgment against the Owner, rendered in any such suits, providing however the Owner
shall retain the right, at his option, to participate in any such litigation without relieving the
Contractor of his obligation hereunder.
B. Before commencing work, submit to the Owner for review and approval, Workmen's
Compensation and Manufacturer's and Contractor's Public Liability and Property Damage
Insurance policies and similarly submit sub-contractor policies before each commences work.
Carry such insurance with financially responsible insurance companies and keep in force until
Final Acceptance. Do not cause any policy or policies to be canceled or permit them to lapse,
and include a clause to the effect that they shall not be subject to cancellation or reduction in the
amounts of their liabilities until notice has been given, in writing, to the Owner not less than 30
days prior to such action.
C. Provide each certificate of insurance with a true transcript from the policy, authenticated by the
proper office of the insured, the extent of insurance, the location and operations to which the
insurance applies,the expiration date and the cancellation clause mentioned in Section B above.
D. Provide full and adequate insurance coverage for all sub-contractors, and in the event the
Contractor's insurance does not cover each and every sub-contractor, file certificates of
insurance issued on policies by companies acceptable to the Owner, covering such sub-
contractors,prior to the commencement of work as outlined above.
E. Insurance Obtained Shall be Primary Insurance. All insurance required of the Landscape
Architect, the Contractor and all Subcontractors of any tier shall be primary insurance of the
Additional Insured with respect to claims arising out of operations performed by or on their
behalf. If the Additional Insureds have other insurance which is applicable to the loss, it shall
be on an excess or contingent basis.
F. Subject to Section A above,the minimum insurance requirements are as follows:
1. Workmen's Compensation—Statutory
2. Employer's Liability—$500,000
3. Public Liability and property damage insurance covering claims for damage for bodily
injury, including death, as well as claims for property damage which may arise from
operations under this contract, whether such operation be by the Contractor or by any
sub-contractor, or by anyone directly or indirectly employed by either of them. Including
coverage for direction of operations, sublet work, contractual liability and complete
operations with limits not less than those stated below.
a. Bodily injury Liability$1,000,000 each
b. Contractor's operations occurrence&protective coverage
1) $1,000,000 in the aggregate
C. Property Damage Liability
1) $1,000,000 in the aggregate
2) Include Broad Form Property Damage. Remove "XCU" exclusions
(explosions,collapse,underground property damage).
3) Maintain Completed Operations Liability. Continue coverage in force for a
minimum of one year after completion of the work and acceptance by the
Owner.
4. Maintain Comprehensive Automobile Liability Insurance, including coverage for owned,
non-owned and hired vehicles,within limits not less than those stated below:
a. Bodily Injury Liability
1) $1,000,000 each occurrence
2) $1,000,000 in the aggregate
b. Property Damage Liability
1) $1,000,000 in the aggregate
C. Contractors must require their sub-contractors to maintain Workmen's
Compensation Insurance and insurance of the same kind and amounts specified
above.
d. Carry sufficient comprehensive insurance on equipment at site of work and on
route to and from site. Require the same coverage of sub-contractors.
5. Excess Liability Umbrella:
a. $3,000,000 aggregate.
G. Name the following as additionally insured:
OWNER: Village of Oak Brook
1200 Oak Brook Road
Oak Brook, IL 60523
LANDSCAPE ARCHITECT: Hitchcock Design Group
221 West Jefferson Avenue
Naperville, IL 60540
180 North Wacker Drive, Suite 003
Chicago, IL,60606
ENGINEER: Engineering Resources Associates
3 S 701 West Avenue, Suite 150
Warrenville, IL 60555
18.4 BONDS
A. Provide within fourteen (14) days of Contract Award, a Performance Bond and Labor and
Material Payment Bond for 100%of the Contract Sum.
B. Furnish bond with a surety qualified to do business in the State of Illinois. Both the surety and
the agency through which the bond is purchased shall be acceptable to the Owner.
C. Form of bond: AIA Document A311, current edition,or as acceptable to Owner.
D. The bond shall remain in effect until the end of the guarantee period described in the Contract
Documents.
E. Payment to the Contractor for the bond cost will be made based on the value stated in the Unit
Price Schedule if identified separately.
18.5 AUTHORIZED REPRESENTATIVES
A. When authorized by the Owner, the definition of the term "Architect" and/or "Owner's
Representative" in the General Conditions and Contract Documents is amended to mean
"Landscape Architect".
B. The Landscape Architect has engaged the services of professional architectural and engineering
consultants to prepare certain drawings and specifications, and to perform certain construction
phase services. The definition of"Architect" and/or "Owner's Representative" in the General
Conditions and Contract Documents is amended to mean "Landscape Architect" and shall
include such consultants.
18.6 LANDSCAPE ARCHITECT'S RESPONSIBILITY
A. The Landscape Architect and its consultants are providing professional services to the Owner
during the execution of the Contractor's work,which includes,but is not limited to:
1. Administration of a Pre-Construction meeting.
2. Review and recommend acceptability of certain construction component samples.
3. Observations of the construction work in progress at appropriate intervals.
4. Recommendations regarding the Contractor's applications for payment of partially,
substantially and finally completed work.
5. Recommendations regarding Contractor's and Owner's requests for change orders.
6. Interpretation and recommendations regarding required testing by the independent testing
agency of items such as subgrade materials,concrete paving,and asphalt paving.
18.7 OWNER FURNISHED WORK
A. In addition to Owner's responsibilities outlined in the General Conditions, the Owner will
provide the following for this work:
I. A topographic survey of the project area. The Owner does not guarantee the accuracy of
the information.
18.8 MAINTENANCE
A. Maintain and protect from vandalism until written Final Acceptance of Completed Work by the
Landscape Architect and Owner.
B. Contractor shall take normal precautions to protect from vandalism, but shall not be held
responsible for correction of damage caused by vandalism. Normal precautions may be defined
as temporary fencing, signage or placing watchmen.
18.9 USE OF WORK
A. Prior to Final Acceptance, the Owner may use any part of the partially completed work without
objection or interference by the Contractor. Such use does not constitute Final Acceptance or
approval of the work or relieve the Contractor of the maintenance requirements.
18.10 CONTRACT TIME
A. Begin work no later than the time specified in the Contract or separate Notice to Proceed.
B. Execute the work diligently in order to meet the Construction Schedule and the completion date.
C. Obtain Substantial Completion of the work on or before September 1, 2014, unless additional
time has been granted by the Owner.
18.11 PAYMENT
A. Submit applications for payment to the designated Owner's Representative. Applications for
payment must be approved in writing by the Owner's Representative before submittal to the
Owner,ten percent 10 % of the amount due will be retained from payments for completed work
that has received preliminary acceptance from the Owner's Representative. Additional
amounts, determined by the unit prices may be withheld at the discretion of the Owner's
Representative or Owner in order to ensure proper completion of the work. Properly completed
labor and material waivers must accompany all payment requests. The retained amount will be
authorized for payment only after final written acceptance by the Owner's Representative.
B. No payments will be made for material ordered, stored at the Contractor's facilities, or stored on
site without prior approval from Owner.
C. Payment recommendations will be based on the Owner's Representative's opinion of the
percentage complete of each line item in the Schedule of Values as stated by the Contractor in
the application for payment.
D. Payment Requests must be submitted with sufficient time for the Owner's Representative to
review and make a recommendation to the Owner prior to the payment period cut-off date.
Incomplete or inaccurate payment requests will not be processed until the following regularly
scheduled payment period.
18.12 GUARANTEE
A. Guarantee all work for one year following the date of Final Acceptance by the Landscape
Architect and Owner. At the end of the guarantee period, the Contractor must replace all work
that does not comply with the Contract Documents or is in an unsatisfactory condition as
determined by the Owner or Owner's Representative.
B. Following Final Acceptance,the Contractor is not responsible for damage caused by vandalism,
abnormal usage, acts of God or alterations made to previously accepted work made by anyone
other than his own personnel.
PART 19-PRODUCTS(Not Used)
PART 20 -EXECUTION(Not Used)
END OF SECTION 000800
SECTION 013100-PROJECT MANAGEMENT AND COORDINATION
PART 21 -GENERAL
21.1 SUMMARY
A. This Section includes administrative provisions for coordinating construction operations on
Project including,but not limited to,the following:
1. Coordination Drawings.
2. Construction Schedule.
3. Owner's Occupancy Requirements.
4. Project meetings.
5. Requests for Interpretation(RFIs).
6. Contract Modification Procedures.
7. Applications for Payment.
8. Submittal Procedures.
9. Execution of Work.
10. Closeout Procedures.
21.2 COORDINATION
A. Coordination: Coordinate construction operations included in different Sections of the
Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate
construction operations, included in different Sections that depend on each other for proper
installation,connection, and operation.
B. Construction Schedule: Prepare Construction Schedule outlining anticipated dates of major
component installation. Update schedule throughout construction process.
21.3 OWNER'S OCCUPANCY REQUIREMENTS
A. Partial Owner Occupancy: Owner will occupy the premises during entire construction period,
with the exception of areas under construction. Cooperate with Owner during construction
operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to
interfere with Owner's operations. Maintain existing exits,unless otherwise indicated.
1. Maintain access to existing bike path, except for limited closures necessary for
construction operations.
21.4 PROJECT MEETINGS
A. General: Schedule and conduct meetings and conferences at Project site, unless otherwise
indicated.
I. Attendees: Inform participants and others involved, and individuals whose presence is
required, of date and time of each meeting. Notify Owner and Owners Representative of
scheduled meeting dates and times.
B. Preconstruction Meeting: Schedule a preconstruction meeting before starting construction, at a
time convenient to Owner and Owners Representative, but no later than 15 days after execution
of the Agreement. Hold the conference at Project site or another convenient location. Conduct
the meeting to review responsibilities and personnel assignments.
21.5 REQUESTS FOR INTERPRETATION(RFI's)
A. Procedure: Immediately on discovery of the need for interpretation of the Contract Documents,
and if not possible to request interpretation at Project meeting, prepare and submit an RFI on a
form acceptable to the Owner's Representative.
B. Owners Representative's Action: Owners Representative will review each RFI, determine
action required, and return it. Allow seven working days for Owners Representative's response
for each RFI. RFIs received after 1:00 p.m. will be considered as received the following
working day.
1. Owners Representative's action may include a request for additional information, in
which case Owners Representative's time for response will start again.
2. Owners Representative's action on RFIs that may result in a change to the Contract Time
or the Contract Sum may be eligible for Contractor to submit Change Proposal.
C. On receipt of Owners Representative's action,update the RFI log and immediately distribute the
RFI response to affected parties. Review response and notify Owners Representative within
seven days if Contractor disagrees with response.
21.6 CONTRACT MODIFICATION PROCEDURES
A. Minor changes in the work: Owners Representative will issue supplemental instructions
authorizing Minor Changes in the Work, not involving adjustment to the Contract Sum or the
Contract Time, on AIA Document G710, "Architect's Supplemental Instructions."
B. Owner-Initiated Proposal Requests: Owners Representative will issue a detailed description of
proposed changes in the Work that may require adjustment to the Contract Sum or the Contract
Time. If necessary, the description will include supplemental or revised Drawings and
Specifications.
C. Contractor-Initiated Proposals: If latent or unforeseen conditions require modifications to the
Contract, Contractor may propose changes by submitting a request for a change to the Owners
Representative.
21.7 APPLICATIONS FOR PAYMENT
A. Each Application for Payment shall be consistent with previous applications and payments as
certified by Owners Representative and paid for by Owner.
I. Initial Application for Payment, Application for Payment at time of Substantial
Completion,and final Application for Payment involve additional requirements.
B. Payment Application Times: The date for each progress payment is indicated in the Agreement
between Owner and Contractor. The period of construction Work covered by each Application
for Payment is the period indicated in the Agreement.
C. Application Preparation: Complete every entry on form. Notarize and execute by a person
authorized to sign legal documents on behalf of Contractor. Owners Representative will return
incomplete applications without action.
D. Transmittal: Submit 3 signed and notarized original copies of each Application for Payment to
Owners Representative by a method ensuring receipt. One copy shall include waivers of lien
and similar attachments if required.
E. Waivers of Mechanic's Lien: With each Application for Payment, submit waivers of mechanic's
lien from every entity who is lawfully entitled to file a mechanic's lien arising out of the
Contract and related to the Work covered by the payment.
21.8 SUBMITTAL PROCEDURES
A. Coordination: Coordinate preparation and processing of submittals with performance of
construction activities.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other
submittals,and related activities that require sequential activity.
2. Coordinate transmittal of different types of submittals for related parts of the Work so
processing will not be delayed because of need to review submittals concurrently for
coordination.
a. Owner's Representative reserves the right to withhold action on a submittal
requiring coordination with other submittals until related submittals are received.
B. Processing Time: Allow enough time for submittal review, including time for resubmittals, as
follows. Time for review shall commence on Owners Representative's receipt of submittal. No
extension of the Contract Time will be authorized because of failure to transmit submittals
enough in advance of the Work to permit processing, including resubmittals.
1. Initial Review: Allow 7 days for initial review of each submittal. Allow additional time
if coordination with subsequent submittals is required. Owners Representative will
advise Contractor when a submittal being processed must be delayed for coordination.
2. Intermediate Review: If intermediate submittal is necessary, process it in same manner
as initial submittal.
3. Resubmittal Review: Allow 7 days for review of each resubmittal.
C. Deviations: Highlight, encircle, or otherwise specifically identify deviations from the Contract
Documents on submittals.
D. Reuubmittals: Make resubmittals in same form and number of copies as initial submittal.
1. Note date and content of previous submittal.
2. Note date and content of revision in label or title block and clearly indicate extent of
revision.
3. Resubmit submittals until they are marked "Approved."
E. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers,
fabricators, installers, authorities having jurisdiction, and others as necessary for performance of
construction activities.
F. Use for Construction: Use only final submittals with mark indicating "Approved" taken by
Owners Representative.
G. For Product Data, Shop Drawings, and Information Submittals: Submit three copies of product
schedule or list,unless otherwise indicated. Owners Representative will return two copies
H. For Product Samples: Submit one full set of available choices where color, pattern, texture, or
similar characteristics are required to be selected from manufacturer's product line. Owners
Representative will return submittal with options selected.
21.9 EXECUTION OF WORK
A. Examination: The existence and location of site improvements, utilities, and other construction
indicated as existing are not guaranteed. Before beginning work, investigate and verify the
existence and location of mechanical and electrical systems and other construction affecting the
Work.
B. Preparation: Take field measurements as required to fit the Work properly. Recheck
measurements before installing each product. Where portions of the Work are indicated to fit to
other construction, verify dimensions of other construction by field measurements before
fabrication. Coordinate fabrication schedule with construction progress to avoid delaying the
Work. Verify space requirements and dimensions of items shown diagrammatically on
Drawings. Immediately on discovery of the need for clarification of the Contract Documents,
submit a request for information to Owners Representative. Include a detailed description of
problem encountered,together with recommendations for changing the Contract Documents.
C. Construction Layout: Before proceeding to lay out the Work, verify layout information shown
on Drawings, in relation to the property survey and existing benchmarks. If discrepancies are
discovered, notify Owners Representative promptly. Locate and lay out site improvements,
including pavements, grading, fill and topsoil placement. Locate and lay out control lines and
levels for structures and foundations. Level structures and foundations from two or more
locations.
D. Installation: Locate the Work and components of the Work accurately, in correct alignment and
elevation, as indicated. Comply with manufacturer's written instructions and recommendations
for installing products in applications indicated. Install products at the time and under
conditions that will ensure the best possible results. Maintain conditions required for product
performance until Substantial Completion. Obtain and distribute to the parties involved
templates for work specified to be factory prepared and field installed. Check Shop Drawings
of other work to confirm that adequate provisions are made for locating and installing products
to comply with indicated requirements.
E. Progress Cleaning: Clean Project site and work areas daily, including common areas.
Coordinate progress cleaning for joint-use areas where more than one installer has worked.
Enforce requirements strictly. Dispose of materials lawfully.
21.10 CLOSEOUT PROCEDURES
A. Substantial Completion: Submit a written request for inspection for Substantial Completion.
On receipt of request, Owners Representative will either proceed with inspection or notify
Contractor of unfulfilled requirements. After inspection, Owners Representative will prepare
list of items to be completed and corrected (Punch List). Punch List items must be completed
prior to certification of Substantial Completion.
B. Final Completion: Submit a written request for final inspection for acceptance. On receipt of
request, Owners Representative will either proceed with inspection or notify Contractor of
unfulfilled requirements. Owners Representative 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.
PART 22 -PRODUCTS (Not Used)
PART 23 -EXECUTION(Not Used)
END OF SECTION 013100
SECTION 015639-TEMPORARY TREE AND PLANT PROTECTION
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the protection and trimming of existing trees that interfere with, or are
affected by, execution of the Work,whether temporary or permanent construction.
1.2 QUALITY ASSURANCE
A. Arborist Qualifications: An arborist certified by ISA or licensed in the jurisdiction where
Project is located.
B. Tree Pruning Standard: Comply with ANSI A300 (Part 1), "Tree, Shrub, and Other Woody
Plant Maintenance--Standard Practices(Pruning)."
PART 2-PRODUCTS
2.1 MATERIALS
A. Drainage Fill: Selected crushed stone, or crushed or uncrushed gravel, washed, ASTM D 448,
Size 24, with 90 to 100 percent passing a 2-1/2-inch sieve and not more than 10 percent passing
a 3/4-inch sieve.
B. Topsoil: Natural or cultivated surface-soil layer containing organic matter and sand, silt, and
clay particles; friable, pervious, and black or a darker shade of brown, gray, or red than
underlying subsoil;reasonably free of subsoil, clay lumps,gravel, and other objects more than 1
inch in diameter; and free of weeds,roots,and toxic and other nonsoil materials.
C. Filter Fabric: Manufacturer's standard, nonwoven, pervious, geotextile fabric of polypropylene,
nylon,or polyester fibers.
D. Temporary Fence: Orange high-density polyethylene or polypropylene construction fence
secured to direct buried 2"diameter steel fence posts with plastic zip-ties.
E. Organic Mulch: Shredded hardwood free from deleterious materials.
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TEMPORARY TREE AND PLANT PROTECTION
PART 3 -EXECUTION
3.1 PREPARATION
A. Temporary Fencing: Install temporary fencing around tree protection zones to protect
remaining trees and vegetation from construction damage. Maintain temporary fence and
remove when construction is complete.
B. Protect tree root systems from damage caused by runoff or spillage of noxious materials while
mixing, placing, or storing construction materials. Protect root systems from ponding, eroding,
or excessive wetting caused by dewatering operations.
C. Mulch areas within drip line of trees to remain, inside tree protection zones, and other areas
indicated on Drawings. Apply 3-inch average thickness of organic mulch. Do not place mulch
within 6 inches of tree trunks.
D. Do not store construction materials, debris, or excavated material inside tree protection zones.
Do not permit vehicles or foot traffic within tree protection zones; prevent soil compaction over
root systems.
3.2 EXCAVATION
A. Install shoring or other protective support systems to minimize sloping or benching of
excavations.
B. Do not excavate within tree protection zones,unless otherwise indicated.
C. Where utility trenches are required within tree protection zones,tunnel under or around roots by
drilling, auger boring,pipe jacking,or digging by hand.
1. Root Pruning: Do not cut main lateral roots or taproots; cut only smaller roots that
interfere with installation of utilities. Cut roots with sharp pruning instruments; do not
break or chop.
3.3 REGRADING
A. Grade Lowering: Where new finish grade is indicated below existing grade around trees, slope
grade beyond tree protection zones. Maintain existing grades within tree protection zones.
B. Minor Fill: Where existing grade is 6 inches or less below elevation of finish grade, fill with
topsoil. Place topsoil in a single uncompacted layer and hand grade to required finish
elevations.
C. Moderate Fill: Where existing grade is more than 6 inches but less than 12 inches below
elevation of finish grade, place drainage fill, filter fabric, and topsoil on existing grade as
follows:
1. Carefully place drainage fill against tree trunk approximately 2 inches above elevation of
finish grade and extend not less than 18 inches from tree trunk on all sides. For balance
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TEMPORARY TREE AND PLANT PROTECTION
of area within drip-line perimeter, place drainage fill up to 6 inches below elevation of
grade.
2. Place filter fabric with edges overlapping 6 inches minimum.
3. Place fill layer of topsoil to finish grade. Do not compact drainage fill or topsoil. Hand
grade to required finish elevations.
3.4 TREE PRUNING
A. Prune trees to remain that are affected by temporary and permanent construction.
B. Prune trees to remain to compensate for root loss caused by damaging or cutting root system.
Provide subsequent maintenance during Contract period as recommended by arborist.
C. Pruning Standards: Prune trees according to ANSI A300(Part 1).
D. Cut branches with sharp pruning instruments; do not break or chop.
E. Chip removed tree branches and dispose of off-site.
3.5 TREE REPAIR AND REPLACEMENT
A. Promptly repair trees damaged by construction operations within 24 hours. Treat damaged
trunks, limbs, and roots according to arborist's written instructions.
3.6 DISPOSAL OF WASTE MATERIALS
A. Burning is not permitted.
B. Disposal: Remove excess excavated material and displaced trees from Owner's property.
END OF SECTION 015639
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TEMPORARY TREE AND PLANT PROTECTION
SECTION 033000-CAST-IN-PLACE CONCRETE
PART 1 - GENERAL
1.1 SUMMARY
A. This Section specifies cast-in place concrete, including formwork, reinforcement, concrete
materials,mixture design,placement procedures, and finishes.
1.2 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Design Mixtures: For each concrete mixture.
C. Shop Drawings: For steel reinforcement.
D. Material test reports.
1.3 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.
1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete
Production Facilities."
B. ACI Publications: Comply with the following unless modified by requirements in the Contract
Documents:
1. ACI 301, "Specification for Structural Concrete," Sections 1 through 5.
2. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials."
C. Preinstallation Conference: Conduct conference at Project site.
PART 2-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 of joints.
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.
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2.2 STEEL REINFORCEMENT
A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60,deformed.
B. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening
reinforcing bars in place. Manufacture bar supports from steel wire,plastic, or precast concrete
according to CRSI's "Manual of Standard Practice."
2.3 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,natural color
B. Normal-Weight Aggregates: ASTM C 33, graded, 1-inch (25-mm) nominal maximum coarse-
aggregate size.
1. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.
C. Water: ASTM C 94/C 94M and potable.
D. Air-Entraining Admixture: ASTM C 260.
E. 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. Water-Reducing Admixture: ASTM C 494/C 494M, Type A.
2. Retarding Admixture: ASTM C 494/C 494M,Type B.
3. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M,Type D.
4. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F.
5. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M,
Type G.
6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M,Type 11.
2.4 RELATED MATERIALS
A. Expansion-and Isolation-Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber.
2.5 CONCRETE MIXTURES
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.
B. Proportion normal-weight concrete mixture as follows:
1. Minimum Compressive Strength: 4000 psi(27.6 MPa)at 28 days.
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CAST-IN-PLACE CONCRETE 033000-2
2. Slump Limit: 2"to 4"maximum for consolidation by vibration.
3. Provide an approved water-reducing admixture in all concrete.
4. Provide an air-entraining admixture in all concrete. Air contents 5%to 7%.
5. Indicate water added to mix at job site on each delivery ticket. Show quantity of water
added. Site water tempered mixes exceeding specified slump range will be rejected as
not complying with specification requirements.
2.6 FABRICATING REINFORCEMENT
A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."
2.7 CONCRETE MIXING
A. Ready-Mixed 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 temperature is 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. Do not chamfer exterior corners and edges of permanently exposed concrete unless indicated on
plans.
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.
3.3 STEEL REINFORCEMENT
A. General: Comply with CRSI's "Manual of Standard Practice"for placing reinforcement.
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CAST-IN-PLACE CONCRETE 033000-3
3.4 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.
3.5 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. 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. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301.
C. Cold-Weather Placement: Comply with ACI 306.1.
D. Hot-Weather Placement: Comply with ACI 301.
3.6 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.
B. Related Unformed Surfaces: At tops of walls,horizontal offsets, and similar 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.
3.7 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. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or
windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h(1 kg/sq.m x h)before and
during finishing operations. Apply according to manufacturer's written instructions after
placing, screeding,and bull floating or darbying concrete.
C. 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.
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2. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining
cover for curing concrete, placed in widest practicable width, with sides and ends lapped
at least 12 inches(300 mm), and sealed by waterproof tape or adhesive. Cure for not less
than seven days. Immediately repair any holes or tears during curing period using cover
material and waterproof tape.
3. Curing Compound: Apply uniformly in continuous operation by power spray or roller
according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall
within three hours after initial application. Maintain continuity of coating and repair
damage during curing period.
a. After curing period has elapsed, remove curing compound without damaging
concrete surfaces by method recommended by curing compound manufacturer.
3.8 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.
END OF SECTION 033000
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CAST-IN-PLACE CONCRETE 033000- 5
SECTION 034500-PRECAST ARCHITECTURAL CONCRETE
PART 1 -GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Precast architectural concrete base units.
2. Precast architectural concrete coping units.
3. Precast architectural concrete cap units.
4. Precast architectural concrete sign panel.
5. SculptStone architectural ornament medallion.
1.2 DEFINITION
A. Design Reference Sample: Sample of approved architectural precast concrete color, finish and
texture,preapproved by Owners Representative.
1.3 PERFORMANCE REQUIREMENTS
A. Structural Performance: Provide architectural precast concrete units and connections capable of
withstanding the project conditions.
1.4 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Design Mixtures: For each precast concrete mixture. Include compressive strength and water-
absorption tests.
C. Shop Drawings: Detail fabrication and installation of architectural precast concrete units based
on field measurements. Indicate locations, plans, elevations, dimensions, shapes, and cross
sections of each unit. Indicate joints,reveals, and extent and location of each surface finish.
D. Samples: For each type of finish indicated on exposed surfaces of architectural precast concrete
units, in sets of 3, illustrating full range of finish, color, and texture variations expected;
approximately 12 by 12 by 2 inches.
E. Material Certificates: Upon request of Owners Representative.
1.5 QUALITY ASSURANCE
A. Fabricator Qualifications: A firm that assumes responsibility for engineering architectural
precast concrete units to comply with performance requirements. This responsibility includes
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PRECAST ARCHITECTURAL CONCRETE 034500- 1
preparation of Shop Drawings and comprehensive engineering analysis by a qualified
professional engineer.
1. Participates in PCI's plant certification program and is designated a PCI-certified plant
for Group A, Category Al - Architectural Cladding and Load Bearing Units or
participates in APA's "Plant Certification Program for Production of Architectural Precast
Concrete Products" and is designated an APA-certified plant.
B. Design Standards: Comply with ACI 318 and design recommendations of PCI MNL 120, "PCI
Design Handbook - Precast and Prestressed Concrete," applicable to types of architectural
precast concrete units indicated.
C. Quality-Control Standard: For manufacturing procedures and testing requirements, quality-
control recommendations, and dimensional tolerances for types of units required, comply with
PCI MNL 117, "Manual for Quality Control for Plants and Production of Architectural Precast
Concrete Products."
D. Welding: Qualify procedures and personnel according to AWS D1.1/D.1.1M, "Structural
Welding Code- Steel"; and AWS DIA, "Structural Welding Code-Reinforcing Steel."
PART 2-PRODUCTS
2.1 SCULPTSTONE ARCHITECTURAL ORNAMENT MEDALLION
A. Product: 16"x 16"Square Oak Leaf Medallion
Product Name: Bas-Relief Architectural Ornament from Manufactured Stone: SculptStone
Manufacturer: Pineapple Grove Designs
P.O.Box 112
Delray Beach,FL 33447-0112
Phone: 800-771-4595
Fax:407-243-0577
www.pineapplegrove.com
Model Number: 16SM-016
Finish/Color: Pure Pearl—submit color sample for approval by Architect prior to placing
order.
2.2 REINFORCING MATERIALS
A. Reinforcing Bars: ASTM A 615/A 615M, Grade 60,deformed.
B. Low-Alloy-Steel Reinforcing Bars: ASTM A 706/A 706M,deformed.
C. Plain-Steel Welded Wire Reinforcement: ASTM A 185, fabricated from steel wire into flat
sheets.
D. Deformed-Steel Welded Wire Reinforcement: ASTM A 497/A 497M,flat sheet.
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E. Supports: Suspend reinforcement from back of mold or use bolsters, chairs, spacers, and other
devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement
in place according to PCI MNL 117.
F. Prestressing Strand: ASTM A 416/A 416M, Grade 270,. uncoated, 7-wire, low-relaxation
strand.
1. Coat unbonded post-tensioning strand with corrosion inhibitor passing ASTM D 1743
and sheath with polypropylene tendon sheathing. Include anchorage devices and coupler
assemblies.
2.3 CONCRETE MATERIALS
A. Portland Cement: ASTM C 150, Type I or Type III,gray,unless otherwise indicated.
1. For surfaces exposed to view in finished structure, mix gray with white cement, of same
type,brand, and mill source.
B. Supplementary Cementitious Materials:
1. Fly Ash: ASTM C 618, Class C or F,with maximum loss on ignition of 3 percent.
2. Metakaolin Admixture: ASTM C 618,Class N.
3. Silica Fume Admixture: ASTM C 1240, with optional chemical and physical
requirement.
4. Ground Granulated Blast-Furnace Slag: ASTM C 989,Grade 100 or 120.
C. Normal-Weight Aggregates: Except as modified by PCI MNL 117, ASTM C 33, with coarse
aggregates complying with Class 5S. Stockpile fine and coarse aggregates for each type of
exposed finish from a single source(pit or quarry)for Project.
1. Face-Mixture-Coarse Aggregates: Selected, hard, and durable; free of material that
reacts with cement or causes staining;to match selected finish sample.
a. Gradation: To match design reference sample.
2. Face-Mixture-Fine Aggregates: Selected, natural or manufactured sand of same material
as coarse aggregate,unless otherwise approved by Architect.
D. Coloring Admixture: ASTM C 979, synthetic or natural mineral-oxide pigments or colored
water-reducing admixtures,temperature stable, and nonfading.
E. Air-Entraining Admixture: ASTM C 260,certified by manufacturer to be compatible with other
required admixtures.
F. Chemical Admixtures: Certified by manufacturer to be compatible with other admixtures and
to not contain calcium chloride, or more than 0.15 percent chloride ions or other salts by weight
of admixture.
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2.4 STEEL CONNECTION MATERIALS
A. Carbon-Steel Shapes and Plates: ASTM A 36/A 36M.
B. Carbon-Steel Headed Studs: ASTM A 108, AISI 1018 through AISI 1020, cold finished,
AWS D1.1/D1.1M, Type A or B, with arc shields and with minimum mechanical properties of
PCI MNL 117, Table 3.2.3.
C. Carbon-Steel Plate: ASTM A 283/A 283M.
D. Malleable Iron Castings: ASTM A 47/A 47M.
E. Carbon-Steel Castings: ASTM A 27/A 27M,Grade 60-30.
F. High-Strength,Low-Alloy Structural Steel: ASTM A 572/A 572M.
G. Carbon-Steel Structural Tubing: ASTM A 500, Grade B.
H. Wrought Carbon-Steel Bars: ASTM A 675/A 675M,Grade 65.
I. Deformed-Steel Wire or Bar Anchors: ASTM A 496 or ASTM A 706/A 706M.
J. Carbon-Steel Bolts and Studs: ASTM A 307, Grade A; carbon-steel, hex-head bolts and studs;
carbon-steel nuts,ASTM A 563; and flat,unhardened steel washers,ASTM F 844.
K. High-Strength Bolts and Nuts: ASTM A 325, Type 1, heavy hex steel structural bolts; heavy
hex carbon-steel nuts,ASTM A 563;and hardened carbon-steel washers,ASTM F 436.
2.5 GROUT MATERIALS
A. Nonmetallic, Nonshrink Grout: Premixed, nonmetallic, noncorrosive, nonstaining grout
containing selected silica sands, portland cement, shrinkage-compensating agents, plasticizing
and water-reducing agents, complying with ASTM C 1107, Grade A for drypack and Grades B
and C for flowable grout and of consistency suitable for application within a 30-minute working
time.
2.6 CONCRETE MIXTURES
A. Prepare design mixtures for each type of precast concrete required.
1. Limit use of fly ash and silica fume to 20 percent of portland cement by weight; limit
metakaolin and silica fume to 10 percent of portland cement by weight.
B. Design mixtures may be prepared by a qualified independent testing agency or by qualified
precast plant personnel at architectural precast concrete fabricator's option.
C. Limit water-soluble chloride ions to maximum percentage by weight of cement permitted by
ACI 318 or PCI MNL 117 when tested according to ASTM C 1218/C 1218M.
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D. Normal-Weight Concrete Mixtures: Proportion mixtures by either laboratory trial batch or field
test data methods according to ACI211.1, with materials to be used on Project, to provide
normal-weight concrete with the following properties:
1. Compressive Strength(28 Days): 5000 psi minimum.
E. Water Absorption: 6 percent by weight or 14 percent by volume, tested according to
PCI MNL 117.
F. Add air-entraining admixture at manufacturer's prescribed rate to result in concrete at point of
placement having an air content complying with PCI MNL 117.
G. When included in design mixtures, add other admixtures to concrete mixtures according to
manufacturer's written instructions.
2.7 FABRICATION
A. Cast-in Anchors, Inserts, Plates, Angles, and Other Anchorage Hardware: Fabricate anchorage
hardware with sufficient anchorage and embedment to comply with design requirements.
Accurately position for attachment of loose hardware, and secure in place during precasting
operations. Locate anchorage hardware where it does not affect position of main reinforcement
or concrete placement.
1. Weld headed studs and deformed bar anchors used for anchorage according to
AWS D1.1/D1.1M and AWS C5.4, "Recommended Practices for Stud Welding."
B. Furnish loose hardware items including steel plates, clip angles, seat angles, anchors, dowels,
cramps, hangers, and other hardware shapes for securing architectural precast concrete units to
supporting and adjacent construction.
C. Cast-in drip edges, slots, holes, and other accessories in architectural precast concrete units as
indicated on the Contract Drawings.
D. Reinforcement: Comply with recommendations in PCI MNL 117 for fabricating, placing, and
supporting reinforcement.
E. Reinforce architectural precast concrete units to resist handling, transportation, and erection
stresses.
F. Prestress tendons for architectural precast concrete units by either pretensioning or post-
tensioning methods. Comply with PCI MNL 117.
G. Comply with requirements in PCI MNL 117 and requirements in this Section for measuring,
mixing, transporting, and placing concrete. After concrete batching,no additional water may be
added.
H. Place face mixture to a minimum thickness after consolidation of the greater of 1 inch or 1.5
times the maximum aggregate size,but not less than the minimum reinforcing cover specified.
I. Place concrete in a continuous operation to prevent seams or planes of weakness from forming
in precast concrete units.
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1. Place backup concrete mixture to ensure bond with face-mixture concrete.
J. Thoroughly consolidate placed concrete by internal and external vibration without dislocating
or damaging reinforcement and built-in items, and minimize pour lines, honeycombing, or
entrapped air on surfaces. Use equipment and procedures complying with PCI MNL 117.
1. Place self-consolidating concrete without vibration according to PCI TR-6, "Interim
Guidelines for the Use of Self-Consolidating Concrete in Precast/Prestressed Concrete
Institute Member Plants."
K. Comply with PCI MNL 117 for hot-and cold-weather concrete placement.
L. Identify pickup points of architectural precast concrete.units and orientation in structure with
permanent markings, complying with markings indicated on Shop Drawings. Imprint or
permanently mark casting date on each architectural precast concrete unit on a surface that will
not show in finished structure.
M. Cure concrete, according to requirements in PCI MNL 117, by moisture retention without heat
or by accelerated heat curing using low-pressure live steam or radiant heat and moisture. Cure
units until compressive strength is high enough to ensure that stripping does not have an effect
on performance or appearance of final product.
N. Discard and replace architectural precast concrete units that do not comply with requirements,
including structural,manufacturing tolerance, and appearance, unless repairs meet requirements
in PCI MNL 117 and Owners Representative's approval.
2.8 FABRICATION TOLERANCES
A. Fabricate architectural precast concrete units straight and true to size and shape with exposed
edges and corners precise and true so each finished panel complies with PCI MNL 117 product
tolerances as well as position tolerances for cast-in items.
2.9 FINISHES
A. Panel faces shall be free of joint marks, grain, and other obvious defects. Corners, including
false joints shall be uniform, straight,and sharp. Finish exposed-face surfaces of architectural
precast concrete units to match approved sample panels and as follows:
1. PCI's "Architectural Precast Concrete - Color and Texture Selection Guide," of plate
numbers indicated.
2. As-Cast Surface Finish: Provide surfaces free of pockets,sand streaks,and honeycombs.
3. Textured-Surface Finish: Impart by form liners or inserts to provide surfaces free of
pockets, streaks, and honeycombs,with uniform color and texture.
B. Finish all exposed surfaces of architectural precast concrete units to match face-surface finish.
C. Finish unexposed surfaces of architectural precast concrete units by float finish.
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2.10 SOURCE QUALITY CONTROL
A. Quality-Control Testing: Test and inspect precast concrete according to PCI MNL 117
requirements. If using self-consolidating concrete, also test and inspect according to PCI TR-6,
"Interim Guidelines for the Use of Self-Consolidating Concrete in Precast/Prestressed Concrete
Institute Member Plants."
B. Owner will employ an independent testing agency to evaluate architectural precast concrete
fabricator's quality-control and testing methods.
PART 3 -EXECUTION
3.1 INSTALLATION
A. Install clips, hangers, bearing pads, and other accessories required for connecting architectural
precast concrete units to supporting members and backup materials.
B. Erect architectural precast concrete level, plumb, and square within specified allowable
tolerances. Provide temporary supports and bracing as required to maintain position, stability,
and alignment as units are being permanently connected.
1. Maintain horizontal and vertical joint alignment and uniform joint width as erection
progresses.
2. Unless otherwise indicated,provide for uniform joint widths of 3/8 inch.
C. Connect architectural precast concrete units in position by bolting, welding, grouting, or as
otherwise indicated on Shop Drawings. Remove temporary shims,wedges, and spacers as soon
as practical after connecting and grouting are completed.
D. Welding: Comply with applicable AWS D1.1/D1.1M and AWS D1.4 for welding, welding
electrodes,appearance, quality of welds,and methods used in correcting welding work.
E. At bolted connections, use lock washers, tack welding, or other approved means to prevent
loosening of nuts after final adjustment.
F. Grouting Connections: Grout connections where required or indicated. Retain grout in place
until hard enough to support itself. Pack spaces with stiff grout material, tamping until voids
are completely filled. Place grout to finish smooth, level, and plumb with adjacent concrete
surfaces. Keep grouted joints damp for not less than 24 hours after initial set. Promptly remove
grout material from exposed surfaces before it affects finishes or hardens.
G. Erect architectural precast concrete units level, plumb, square, true, and in alignment without
exceeding the noncumulative erection tolerances of PCI MNL 117,Appendix 1.
3.2 REPAIRS
A. Repair damaged architectural precast concrete units if permitted by Owners Representative.
The Owners Representative reserves the right to reject repaired units that do not comply with
requirements.
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B. Mix patching materials and repair units so cured patches blend with color, texture, and
uniformity of adjacent exposed surfaces and show no apparent line of demarcation between
original and repaired work, when viewed in typical daylight illumination from a distance of 20
feet.
C. Prepare and repair damaged galvanized coatings with galvanizing repair paint according to
ASTM A 780.
D. Wire brush, clean, and paint damaged prime-painted components with same type of shop
primer.
E. Remove and replace damaged architectural precast concrete units when repairs do not comply
with requirements.
3.3 CLEANING
A. Clean surfaces of precast concrete units exposed to view.
B. Clean mortar, plaster, fireproofing, weld slag, and other deleterious material from concrete
surfaces and adjacent materials immediately.
C. Clean exposed surfaces of precast concrete units after erection and completion of joint treatment
to remove weld marks, other markings, dirt,and stains.
1. Perform cleaning procedures, if necessary, according to precast concrete fabricator's
recommendations. Clean soiled precast concrete surfaces with detergent and water,using
stiff fiber brushes and sponges, and rinse with clean water. Protect other work from
staining or damage due to cleaning operations.
2. Do not use cleaning materials or processes that could change the appearance of exposed
concrete finishes or damage adjacent materials.
END OF SECTION 034500
East 22nd Street Signage
PRECAST ARCHITECTURAL CONCRETE 034500- 8
SECTION 042000-UNIT MASONRY
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes unit masonry assemblies consisting of the following:
1. Concrete masonry units(CMUs).
1.2 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Shop Drawings: For reinforcing steel. Detail bending and placement of unit masonry
reinforcing bars. Comply with ACI 315, 'Details and Detailing of Concrete Reinforcement."
Show elevations of reinforced walls.
C. Samples for each type and color of exposed masonry units and colored mortars.
D. Material Certificates: For each type of product indicated. Include statements of material
properties indicating compliance with requirements including compliance with standards and
type designations within standards.
E. Mix Designs: For each type of mortar and grout. Include description of type and proportions of
ingredients.
1.3 PROJECT CONDITIONS
A. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice
or frost. Do not build on frozen substrates. Remove and replace unit masonry damaged by frost
or by freezing conditions. Comply with cold-weather construction requirements contained in
Section 2104.3 in the Uniform Building Code.
B. Hot-Weather Requirements: Comply with hot-weather construction requirements contained in
ACI 530.1/ASCE 6/TMS 602.
PART 2-PRODUCTS
2.1 CONCRETE MASONRY UNITS(CMUs)
A. Concrete Masonry Units: ASTM C 90.
1. Unit Compressive Strength: Provide units with minimum average net-area compressive
strength of 2500 PSI.
East 22nd Street Signage 042000- 1
UNIT MASONRY
2. Weight Classification: Normal weight.
3. Size: 15-5/8"x7-5/8"x7-5/8"actual size(16"x8"x8"nominal)
2.2 MORTAR AND GROUT MATERIALS
A. Mortar: Provide Mortar samples from supplier's standard range of materials for selection by
Owners Representative that meet the following requirements:
1. Portland Cement: ASTM C 150, Type I or II, except Type III may be used for cold-
weather construction.
2. Hydrated Lime: ASTM C 207,Type S.
3. Masonry Cement: ASTM C 91.
B. Aggregate for Mortar: ASTM C 144.
C. Cold-Weather Admixture: Nonchloride, noncorrosive, accelerating admixture complying with
ASTM C 494/C 494M, Type C, and recommended by manufacturer for use in masonry mortar
of composition indicated.
D. Water-Repellent Admixture: Liquid water-repellent mortar admixture intended for use with
concrete masonry units,containing integral water repellent by same manufacturer.
E. Water: Potable.
2.3 REINFORCEMENT
A. Uncoated Steel Reinforcing Bars: ASTM A 615/A 615M or ASTM A 996/A 996M,Grade 60.
2.4 MORTAR MIXES
A. General: Do not use admixtures,unless otherwise indicated.
1. Do not use calcium chloride in mortar or grout.
2. Limit cementitious materials in mortar for exterior masonry to portland cement and lime.
3. Add cold-weather admixture (if used) at same rate for all mortar that will be exposed to
view,regardless of weather conditions,to ensure that mortar color is consistent.
B. Mortar for Unit Masonry: Comply with ASTM C 270,Property Specification.
I. For above grade reinforced masonry,use Type N.
East 22nd Street Signage 042000 -2
UNIT MASONRY
PART 3 -EXECUTION
3.1 INSTALLATION,GENERAL
A. Use full-size units without cutting if possible. If cutting is required, cut units with motor-driven
saws;provide clean, sharp,unchipped edges. Allow units to dry before laying unless wetting of
units is specified. Install cut units with cut surfaces and,where possible, cut edges concealed.
B. Select and arrange units for exposed unit masonry to produce a uniform blend of colors and
textures.
C. Wetting of Brick: Wet brick before laying if initial rate of absorption exceeds 30 g/30 sq. in.
per minute when tested per ASTM C 67. Allow units to absorb water so they are damp but not
wet at time of laying.
D. Comply with tolerances in ACI 530.1/ASCE 6/TMS 602 and with the following:
1. For conspicuous vertical lines, such as external comers, door jambs, reveals, and
expansion and control joints, do not vary from plumb by more than 1/8 inch in 10 feet,
1/4 inch in 20 feet, or 1/2 inch maximum.
2. For conspicuous horizontal lines, such as lintels, sills, parapets, and reveals, do not vary
from level by more than 1/8 inch in 10 feet, 1/4 inch in 20 feet, or 1/2 inch maximum.
3.2 LAYING MASONRY WALLS
A. Lay out walls in advance for accurate spacing of surface bond patterns with uniform joint
thicknesses and for accurate location of openings, movement-type joints, returns, and offsets.
Avoid using less-than-half-size units, particularly at corners, jambs, and, where possible, at
other locations.
B. Bond Pattern for Exposed Masonry: Unless otherwise indicated, lay exposed masonry in
running bond; do not use units with less than nominal 4-inch horizontal face dimensions at
corners or jambs.
C. Built-in Work: As construction progresses, build in items specified in this and other Sections.
Fill in solidly with masonry around built-in items.
D. Fill space between steel frames and masonry solidly with mortar, unless otherwise indicated.
E. Fill cores in hollow concrete masonry units with grout 24 inches under bearing plates, beams,
lintels,posts,and similar items,unless otherwise indicated.
3.3 MORTAR BEDDING AND JOINTING
A. Lay hollow concrete masonry units as follows:
1. With face shells fully bedded in mortar and with head joints of depth equal to bed joints.
2. With webs fully bedded in mortar in all courses of piers, columns,and pilasters.
East 22nd Street Signage 042000-3
UNIT MASONRY
3. With webs fully bedded in mortar in grouted masonry, including starting course on
footings.
4. With entire units, including areas under cells, fully bedded in mortar at starting course on
footings where cells are not grouted.
B. Tool exposed joints slightly concave when thumbprint hard, using a jointer larger than joint
thickness,unless otherwise indicated.
3.4 CAVITY WALLS
A. Bond wythes of cavity walls together using one of the following methods:
1. Masonry Veneer Anchors: Comply with requirements for anchoring masonry veneers.
B. Keep cavities clean of mortar droppings and other materials during construction. Bevel beds
away from cavity, to minimize mortar protrusions into cavity. Do not attempt to trowel or
remove mortar fins protruding into cavity.
3.5 CLEANING
A. In-Progress Cleaning: Clean unit masonry as work progresses by dry brushing to remove
mortar fins and smears before tooling joints.
B. Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry as follows:
1. Test cleaning methods on sample wall panel; leave one-half of panel uncleaned for
comparison purposes.
2. Protect adjacent surfaces from contact with cleaner.
3. Wet wall surfaces with water before applying cleaners; remove cleaners promptly by
rinsing surfaces thoroughly with clear water.
4. Clean brick by bucket-and-brush hand-cleaning method described in BIA Technical
Notes 20.
5. Clean masonry with a proprietary acidic cleaner applied according to manufacturer's
written instructions.
6. Clean concrete masonry by cleaning method indicated in NCMA TEK 8-2A applicable to
type of stain on exposed surfaces.
3.6 MASONRY WASTE DISPOSAL
A. Waste Disposal as Fill Material: Dispose of clean masonry waste, including excess or soil-
contaminated sand, waste mortar, and broken masonry units, by crushing and mixing with fill
material as fill is placed.
1. Do not dispose of masonry waste as fill within 18 inches of finished grade.
2. Remove excess clean masonry waste that cannot be used as fill, as described above, and
other masonry waste, and legally dispose of off Owner's property.
END OF SECTION 042000
East 22"d Street Signage 042000-4
UNIT MASONRY
SECTION 044300- STONE MASONRY
PART 1 -GENERAL
1.1 SUMMARY
A. Section includes the following applications of stone masonry:
1. Anchored to unit masonry backup.
B. Related Sections:
1. Division 04 Section"Unit Masonry" for additional requirements.
1.2 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Samples:
1. For each stone type indicated.
2. For each color of mortar required.
1.3 PROJECT CONDITIONS
A. Protection of Stone Masonry: During construction, cover tops of walls, projections, and sills
with waterproof sheeting at end of each day's work.
B. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice
or frost. Do not build on frozen substrates. Comply with cold-weather construction
requirements contained in ACI 530.1/ASCE 6/TMS 602.
1. Cold-Weather Cleaning: Use liquid cleaning methods only when air temperature is 40
deg F and above and will remain so until masonry has dried.
C. Hot-Weather Requirements: Comply with hot-weather construction requirements contained in
ACI 530.1/ASCE 6/TMS 602.
PART 2-PRODUCTS
2.1 LIMESTONE
A. Limestone:
1. Products: Subject to compliance with requirements,provide the following:
East 22nd Street Signage 044300- 1
STONE MASONRY
a. All limestone veneer shall be Kasota Valley Limestone as supplied by Cold Spring
Granite Company, Cold Spring, Minnesota, 800-328-5040,
www.coldspringgranite.com. Limestone pieces to be cut by manufacturer to
23-5/8" x 11-5/8" x 3-5/8" dimension. The extent of limestone shall be as
indicated on the Drawings. The finished surface shall be honed.
2.2 MORTAR MATERIALS
A. Portland Cement: ASTM C 150, Type I or II, except Type III may be used for cold-weather
construction. Provide natural color or white cement as required to produce mortar color
indicated.
1. Low-Alkali Cement: Not more than 0.60 percent total alkali when tested according to
ASTM C 114.
B. 'Hydrated Lime: ASTM C 207, Type S.
C. Masonry Cement: ASTM C 91.
D. Mortar Pigments: Natural and synthetic iron oxides and chromium oxides, compounded for use
in mortar mixes. Use only pigments with a record of satisfactory performance in stone masonry
mortar.
1. Products: Subject to compliance with requirements, products that may be
incorporated into the Work include,but are not limited to,the following:
a. Davis Colors;True Tone Mortar Colors.
b. Lanxess Corporation; Bayferrox Iron Oxide Pigments.
C. Solomon Colors; SGS Mortar Colors.
E. Colored Cement Product: Packaged blend made from masonry cement and mortar pigments,
all complying with specified requirements, and containing no other ingredients.
1. Formulate blend as required to produce color indicated or, if not indicated, as selected
from manufacturer's standard colors.
2. Products: Subject to compliance with requirements, available products that may be
incorporated into the Work include,but are not limited to,the following:
a. Colored Masonry Cement:
1) Essroc, Italcementi Group;Brixment-in-Color.
2) Holcim(US)Inc.;Rainbow Mortamix Custom Color Masonry Cement.
3) Lafarge North America; Magnolia Masonry Cement.
4) Lehigh Cement Company;Lehigh Custom Color Masonry Cement.
F. Aggregate: ASTM C 144 and as follows:
1. For pointing mortar,use aggregate graded with 100 percent passing No. 16 sieve.
2. White Aggregates: Natural white sand or ground white stone.
East 22nd Street Signage 044300-2
STONE MASONRY
3. Colored Aggregates: Natural-colored sand or ground marble, granite, or other sound
stone; of color necessary to produce required mortar color.
G. Water: Potable.
2.3 VENEER ANCHORS
A. Corrugated-Metal Veneer Anchors: Not less than 0.030-inch- thick by 7/8-inch- wide hot-dip
galvanized steel sheet with corrugations having a wavelength of 0.3 to 0.5 inch and an
amplitude of 0.06 to 0.10 inch,or equal as approved by Owner's Representative.
2.4 MASONRY CLEANERS
A. Proprietary Acidic Cleaner: Manufacturer's standard-strength cleaner designed for removing
mortar and grout stains, efflorescence, and other new construction stains from stone masonry
surfaces without discoloring or damaging masonry surfaces; expressly approved for intended
use by cleaner manufacturer and stone producer.
2.5 MORTAR MIXES
A. General: Do not use admixtures unless otherwise indicated.
1. Do not use calcium chloride.
2. Limit cementitious materials in mortar to portland cement and lime.
3. Mixing Pointing Mortar: Thoroughly mix cementitious and aggregate materials together
before adding water. Then mix again, adding only enough water to produce a damp,
unworkable mix that will retain its form when pressed into a ball. Maintain mortar in this
dampened condition for one to two hours. Add remaining water in small portions until
mortar reaches desired consistency. Use mortar within 30 minutes of final mixing; do not
retemper or use partially hardened material.
B. Mortar for Stone Masonry: Comply with ASTM C 270,Proportion Specification.
1. Mortar for Setting Stone: Type N.
2. Mortar for Pointing Stone: Type N.
C. Pigmented Mortar: Use colored cement product or select and proportion pigments with
other ingredients to produce color required. Do not add pigments to colored cement
products.
1. Pigments shall not exceed 10 percent of portland cement by weight.
2. Pigments shall not exceed 5 percent of masonry cement by weight.
2.6 FABRICATION
A. Cut stone to produce pieces of thickness, size, and shape indicated, including details on
Drawings. Dress joints (bed and vertical) straight and at right angle to face unless otherwise
indicated.
East 22"d Street Signage 044300-3
STONE MASONRY
PART 3 -EXECUTION
3.1 PREPARATION
A. Accurately mark stud centerlines on face of weather-resistant sheathing paper before beginning
stone installation.
3.2 SETTING OF STONE MASONRY,GENERAL
A. Perform necessary field cutting and trimming as stone is set.
1. Use power saws to cut stone that is fabricated with saw-cut surfaces.
B. Sort stone before it is placed in wall to remove stone that does not comply with requirements
relating to aesthetic effects, physical properties, or fabrication, or that is otherwise unsuitable
for intended use.
C. Arrange stones in coursed pattern indicated on drawings with joint widths within tolerances
indicated.
D. Arrange stones with color and size variations uniformly dispersed for an evenly blended
appearance.
E. Maintain uniform joint widths except for variations due to different stone sizes and where minor
variations are required to maintain bond alignment if any. Lay walls with joints not less than
3/8 inch at narrowest points or more than 112 inch at widest points.
F. Provide sealant joints of widths and at locations indicated.
1. Keep sealant joints free of mortar and other rigid materials.
3.3 CONSTRUCTION TOLERANCES
A. Variation from Plumb: For vertical lines and surfaces, do not exceed 1/4 inch in 10 feet, 3/8
inch in 20 feet, or 1/2 inch in 40 feet or more. For external corners, expansion joints, control
joints, and other conspicuous lines, do not exceed 1/4 inch in 20 feet or 1/2 inch in 40 feet or
more.
B. Variation from Level: For lines of exposed copings, and other conspicuous lines, do not exceed
1/4 inch in 20 feet or 1/2 inch in 40 feet or more.
3.4 INSTALLATION OF ANCHORED STONE MASONRY
A. Anchor stone masonry to unit masonry with corrugated-metal veneer anchors unless otherwise
indicated. Embed anchors in unit masonry mortar joints or grouted cells for distance at least
one-half of unit masonry thickness.
East 22nd Street Signage 044300-4
STONE MASONRY
B. Embed veneer anchors in mortar joints of stone masonry at least halfway,but not less than 1-1/2
inches,through stone masonry and with at least 5/8-inch cover on outside face.
C. Space anchors to provide not less than 1 anchor per 2 sq. ft. of wall area. Install additional
anchors within 12 inches of openings, sealant joints, and perimeter at intervals not exceeding 12
inches.
D. Space anchors not more than 16 inches o.c. vertically and 24 inches o.c. horizontally. Install
additional anchors within 12 inches of openings, sealant joints, and perimeter at intervals not
exceeding 12 inches.
E. Set stone in full bed of mortar with full head joints unless otherwise indicated. Build anchors
into mortar joints as stone is set.
F. Fill collar joint with mortar as stone is set.
G. Provide 2-inch cavity between stone masonry and backup construction unless otherwise
indicated. Keep cavity free of mortar droppings and debris.
1. Place mortar spots in cavity at veneer anchors to maintain spacing.
2. Slope beds toward cavity to minimize mortar protrusions into cavity.
H. Rake out joints for pointing with mortar to depth of not less than 1/2 inch. Rake joints to
uniform depths with square bottoms and clean sides.
3.5 ADJUSTING AND CLEANING
A. In-Progress Cleaning: Clean stone masonry as work progresses. Remove mortar fins and
smears before tooling joints.
B. Final Cleaning: After mortar is thoroughly set and cured,clean stone masonry as follows:
1. Remove large mortar particles by hand with wooden paddles and nonmetallic scrape hoes
or chisels.
2. Test cleaning methods on mockup; leave one-half of panel uncleaned for comparison
purposes.
3. Protect adjacent stone and nonmasonry surfaces from contact with cleaner by covering
them with liquid strippable masking agent, polyethylene film, or waterproof masking
tape.
4. Wet wall surfaces with water before applying cleaner; remove cleaner promptly by
rinsing thoroughly with clear water.
5._ Clean stone masonry by bucket and brush hand-cleaning method described in BIA
Technical Note No.20 Revised II,using job-mixed detergent solution.
6. Clean stone masonry with proprietary acidic cleaner applied according to manufacturer's
written instructions.
7. Clean limestone masonry to comply with recommendations in IL,I's "Indiana Limestone
Handbook."
East 22nd Street Signage 044300-5
STONE MASONRY
3.6 EXCESS MATERIALS AND WASTE
A. Disposal as Fill Material: Dispose of clean masonry waste, including mortar and excess or soil-
contaminated sand,by crushing and mixing with fill material as fill is placed.
1. Do not dispose of masonry waste as fill within 18 inches of finished grade.
END OF SECTION 044300
East 22nd Street Signage 044300-6
STONE MASONRY
SECTION 265600-EXTERIOR LIGHTING
PART 1 -GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Exterior luminaires with lamps and ballasts.
2. Base and accessories.
1.2 SUBMITTALS
A. Product Data: For each luminaire, and support component, arranged in order of lighting unit
designation. Include data on features,accessories, and finishes.
B. Shop Drawings: Include base mount templates keyed to fixtures and certified by manufacturer.
1.3 QUALITY ASSURANCE
A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70,
Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for
intended use.
B. Comply with IEEE C2, "National Electrical Safety Code."
C. Comply with NFPA 70.
PART 2-PRODUCTS
2.1 MANUFACTURERS
A. For Exterior Lighting Devices and appurtenances the following requirements apply to product
selection:
1. Available Manufacturers: Subject to compliance with requirements, manufacturers
offering products that may be incorporated into the Work include, but are not limited to,
manufacturers specified.
2. Manufacturers: Subject to compliance with requirements, provide products by one of the
manufacturers specified.
3. Basis of Design Product: The design of each item of exterior luminaire and its support is
based on the product named. Subject to compliance with requirements,provide either the
named product or a comparable product by one of the other manufacturers specified.
East 22nd Street Signage 265600- 1
EXTERIOR LIGHTING
2.2 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.
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.
1. Light Shields: Metal baffles, factory installed and field adjustable, arranged to block light
distribution to indicated portion of normally illuminated area or field.
J. Reflecting surfaces shall have minimum reflectance as follows,unless otherwise indicated:
1. 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: Color as selected by Architect. Comply with
NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations
for applying and designating finishes.
N. Factory-Applied Finish for Aluminum Luminaires: Color shall be medium bronze. Comply
with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for
recommendations for applying and designating finishes.
East 22nd Street Signage 265600 -2
EXTERIOR LIGHTING
2.3 BALLASTS FOR HID LAMPS
A. Comply with ANSI C82.4 and UL 1029 and capable of open-circuit operation without reduction
average life. Include the following features,unless otherwise indicated:
1. Ballast Circuit: Constant-wattage autotransformer or regulating high-power-factor type.
2. Minimum Starting Temperature: Minus 22 deg F.
3. Normal Ambient Operating Temperature: 104 deg F.
4. Ballast Fuses: One in each ungrounded power supply conductor. Voltage and current
ratings as recommended by ballast manufacturer.
B. Metal Halide Ballasts: Electromagnetic type with solid-state igniter/starter and capable of open-
circuit 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.
2.4 HID LAMPS
A. Metal-Halide Lamps: ANSI C78.1372, with a minimum CRI 81, and color temperature 3000K
and a 30 degree beam angle.
2.5 POLES AND SUPPORT COMPONENTS, GENERAL REQUIREMENTS
A. Structural Characteristics: Comply with AASHTO LTS-4.
B. Luminaire Attachment Provisions: Comply with luminaire 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.
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."
East 22nd Street Signage 265600-3
EXTERIOR LIGHTING
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.
C. Adjust luminaires that require field adjustment or aiming.
3.2 INSTALLATION OF INDIVIDUAL GROUND-MOUNTING LUMINAIRES
A. Install on concrete base with top 3 inches above finished grade or surface at luminaire location.
Cast conduit into base, and finish by troweling and rubbing smooth. Concrete materials,
installation, and finishing are specified in Division 03 Section "Cast-in-Place Concrete."
3.3 CORROSION PREVENTION
A. Aluminum: Do not use in contact with earth or concrete. When in direct contact with a
dissimilar metal,protect aluminum by insulating fittings or treatment.
B. Steel Conduits: Comply with Division 26 Section"Raceway and Boxes for Electrical Systems."
In concrete foundations, wrap conduit with a minimum of 0.010-inch-thick, pipe-wrapping
plastic tape applied with a 50 percent overlap.
3.4 GROUNDING
A. Ground Individual Ground-Mounting Luminaires and support structures according to
Division 26 Section"Grounding and Bonding for Electrical Systems."
I. Install grounding electrode for each fixture,unless otherwise indicated.
2. Install grounding conductor pigtail in the fixture base for connecting luminaire to
grounding system.
3. Ground metallic components of pole accessories and foundations.
END OF SECTION 265600
East 22nd Street Signage 265600-4
EXTERIOR LIGHTING
SECTION 311000-SITE CLEARING
PART 1 - GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Protecting existing shrubs to remain.
2. Removing existing shrubs and grass.
3. Clearing and grubbing.
4. Stripping and stockpiling topsoil
5. Temporary erosion and sedimentation control measures.
1.2 MATERIAL OWNERSHIP
A. Except for stripped topsoil or other materials indicated to remain Owner's property, cleared
materials shall become Contractor's property and shall be removed from Project site.
1.3 PROJECT CONDITIONS
A. Traffic: Minimize interference with adjoining roads,streets, walks, and other adjacent occupied
or used facilities during site-clearing operations.
L Do not close or obstruct streets, walks, or other adjacent occupied or used facilities
without permission from Owner and authorities having jurisdiction.
2. Provide alternate routes around closed or obstructed traffic ways if required by authorities
having jurisdiction.
B. Utility Locator Service: Notify utility locator service for area where Project is located before
site clearing.
C. Do not commence site clearing operations until temporary erosion and sedimentation control
measures are in place.
PART 2 -EXECUTION
2.1 PREPARATION
A. Protect and maintain benchmarks and survey control points from disturbance during
construction.
B. Locate and clearly flag trees and vegetation to remain or to be relocated.
C. Protect existing site improvements to remain from damage during construction.
East 22nd Street Signage 311000- 1
SITE CLEARING
1. Restore damaged improvements to their original condition, as acceptable to Owner.
2.2 TEMPORARY EROSION AND SEDIMENTATION CONTROL
A. Provide temporary erosion and sedimentation control measures to prevent soil erosion and
discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways,
according to requirements of authorities having jurisdiction.
B. Inspect, repair, and maintain erosion and sedimentation control measures during construction
until permanent vegetation has been established.
C. Remove erosion and sedimentation controls and restore and stabilize areas disturbed during
removal.
2.3 TREE PROTECTION
A. Erect and maintain temporary fencing around tree protection zones before starting site clearing.
Remove fence when construction is complete.
B. Do not excavate within tree protection zones,unless otherwise indicated.
C. Repair or replace trees and vegetation indicated to remain that are damaged by construction
operations,in a manner approved by Owners Representative.
2.4 CLEARING AND GRUBBING
A. Fill depressions caused by clearing and grubbing operations with satisfactory soil material
unless further excavation or earthwork is indicated.
1. Place fill material in horizontal layers not exceeding a loose depth of 8 inches, and
compact each layer to a density equal to adjacent original ground.
2.5 TOPSOIL STRIPPING
A. Remove sod and grass before stripping topsoil.
B. Strip topsoil to whatever depths are encountered in a manner to prevent intermingling with
underlying subsoil or other waste materials.
C. Stockpile topsoil materials away from edge of excavations without intermixing with subsoil.
Grade and shape stockpiles to drain surface water. Cover to prevent windblown dust.
2.6 DISPOSAL
A. Disposal: Remove surplus soil material, unsuitable topsoil, obstructions, demolished materials,
and waste materials including trash and debris, and legally dispose of them off Owner's
property.
East 22nd Street Signage 311000-2
SITE CLEARING
I. Separate recyclable materials produced during site clearing from other nonrecyclable
materials. Store or stockpile without intermixing with other materials and transport them
to recycling facilities.
END OF SECTION 311000
East 22nd Street Signage 311000-3
SITE CLEARING
SECTION 312000—SITE GRADING AND EARTHWORK
PART 1 -GENERAL
1.1 SUMMARY
A. This Section includes the following:
1. Site grading including importing and distributing materials for the preparation of the
existing sub-grade (beyond the limits of the removal items) to meet the lines and grades
as shown on the proposed plans.
2. Preparing subgrades for lawns and grasses and plants.
3. Excavating and backfilling for structures.
4. Excavating and backfilling for utility trenches.
B. Conform with requirements as outlined in the Illinois Department of Transportation Standard
Specifications for Road and Bridge Construction adopted January 1, 2007, Section 202. Earth
and Rock Excavation, Division 300. Subgrades, Subbases, and Base Courses, and Section 1003.
Fine Aggregates, and Section 1004 Coarse Aggregates (Standard Specifications), unless
modified by requirements as outlined in this Section and elsewhere in the Contract Documents.
1.2 DEFINITIONS
A. Backfill: Soil material used to fill an excavation.
1. Initial Backfill: Backfill placed beside and over pipe in a trench, including haunches to
support sides of pipe.
2. Final Backfill: Backfill placed over initial backfill to fill a trench.
B. Bedding Course: Course placed over the excavated subgrade in a trench before laying pipe.
C. Borrow Soil: Satisfactory soil imported from off-site for use as fill or backfill.
D. Excavation: Removal of material encountered above subgrade elevations and to lines and
dimensions indicated.
1. Authorized Additional Excavation: Excavation below subgrade elevations or beyond
indicated lines and dimensions as directed by Owners Representative. Authorized
additional excavation and replacement material will be paid for according to Contract
provisions changes in the Work.
2. Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated
lines and dimensions without direction by Owners Representative. Unauthorized
excavation, as well as remedial work directed by Owners Representative,shall be without
additional compensation.
E. Fill: Soil materials used to raise existing grades.
East 22nd Street Signage 312000 - 1
SITE GRADING AND EARTHWORK
F. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical
and electrical appurtenances, or other man-made stationary features constructed above or below
the ground surface.
G. Subgrade: Surface or elevation remaining after completing excavation, or top surface of a fill or
backfill immediately below subbase,drainage fill,or topsoil materials.
H. Utilities: On-site underground pipes, conduits, ducts, and cables, as well as underground
services within buildings.
1.3 PROJECT CONDITIONS
A. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others
unless permitted in writing by Owners Representative and then only after arranging to provide
temporary utility services according to requirements indicated.
PART2-PRODUCTS
2.1 SOIL MATERIALS
A. According to the Standard Specifications.
2.2 ACCESSORIES
A. Warning Tape: Acid- and alkali-resistant polyethylene film warning tape manufactured for
marking and identifying underground utilities, 6 inches wide and 4 mils thick, continuously
inscribed with a description of the utility.
PART 3 -EXECUTION
3.1 PREPARATION
A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by
settlement, lateral movement, undermining, washout, and other hazards created by earthwork
operations.
B. Preparation of subgrade for earthwork operations including removal of vegetation, topsoil,
debris, obstructions, and deleterious materials from ground surface is specified in Division 31
Section"Site Clearing."
C. Protect and maintain erosion and sedimentation controls, which are specified in Division 31
Section"Site Clearing." during earthwork operations.
East 22"d Street Signage 312000-2
SITE GRADING AND EARTHWORK
3.2 EXCAVATION
A. Unclassified Excavation: Excavate to subgrade elevations regardless of the character of surface
and subsurface conditions encountered. Unclassified excavated materials may include rock, soil
materials, and obstructions. No changes in the Contract Sum or the Contract Time will be
authorized for rock excavation or removal of obstructions.
1. If excavated materials intended for fill and backfill include unsatisfactory soil materials
and rock,replace with satisfactory soil materials.
3.3 EXCAVATION FOR STRUCTURES
A. Excavate to indicated elevations and dimensions within a tolerance of plus or minus 1 inch. If
applicable, extend excavations a sufficient distance from structures for placing and removing
concrete formwork, for installing services and other construction, and for inspections.
1. Excavations for Footings and Foundations: Do not disturb bottom of excavation.
Excavate by hand to final grade just before placing concrete reinforcement. Trim
bottoms to required lines and grades to leave solid base to receive other work.
3.4 EXCAVATION FOR UTILITY TRENCHES
A. Excavate trenches to indicated gradients,lines, depths,and elevations.
B. Excavate trenches to uniform widths to provide the following clearance on each side of pipe or
conduit. Excavate trench walls vertically from trench bottom to 12 inches higher than top of
pipe or conduit,unless otherwise indicated.
1. Clearance: 12 inches each side of pipe or conduit.
C. Trench Bottoms: Excavate and shape trench bottoms to provide uniform bearing and support of
pipes and conduit. Shape subgrade to provide continuous support for bells,joints,and barrels of
pipes and for joints, fittings, and bodies of conduits. Remove projecting stones and sharp
objects along trench subgrade.
1. Excavate trenches 6 inches deeper than elevation required in rock or other unyielding
bearing material,4 inches deeper elsewhere,to allow for bedding course.
3.5 SUBGRADE INSPECTION
A. Reconstruct subgrades damaged by freezing temperatures, frost, rain, accumulated water, or
construction activities, as directed by Architect,without additional compensation.
3.6 UNAUTHORIZED EXCAVATION
A. Fill unauthorized excavation under foundations or wall footings by extending bottom elevation
of concrete foundation or footing to excavation bottom, without altering top elevation. Lean
East 22nd Street Signage 312000-3
SITE GRADING AND EARTHWORK
concrete fill, with 28-day compressive strength of 2500 psi, may be used when approved by
Owners Representative.
L Fill unauthorized excavations under other construction or utility pipe as directed by
Owners Representative.
3.7 STORAGE OF SOIL MATERIALS
A. Stockpile borrow soil materials and excavated satisfactory soil materials without intermixing.
Place,grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust.
1. Stockpile soil materials away from edge of excavations. Do not store within drip line of
remaining trees.
3.8 UTILITY TRENCH BACKFILL
A. Place backfill on subgrades free of mud, frost, snow, or ice.
B. Place and compact bedding course on trench bottoms and where indicated. Shape bedding
course to provide continuous support for bells, joints, and barrels of pipes and for joints,
fittings, and bodies of conduits.
C. Backfill trenches excavated under footings and within 18 inches of bottom of footings with
satisfactory soil; fill with concrete to elevation of bottom of footings. Concrete is specified in
Division 03 Section"Cast-in-Place Concrete".
D. Provide 4-inch- thick, concrete-base slab support for piping or conduit less than 30 inches
below surface of roadways. After installing and testing, completely encase piping or conduit in
a minimum of 4 inches of concrete before backfilling or placing roadway subbase.
E. Place and compact initial backfill of satisfactory soil, free of particles larger than 1 inch in any
dimension,to a height of 12 inches over the utility pipe or conduit.
1. Carefully compact initial backfill under pipe haunches and compact evenly up on both
sides and along the full length of utility piping or conduit to avoid damage or
displacement of piping or conduit. Coordinate backfilling with utilities testing.
F. Place and compact final backfill of satisfactory soil to final subgrade elevation.
G. Install warning tape directly above utilities, 12 inches below finished grade, except 6 inches
below subgrade under pavements and slabs.
3.9 SOIL FILL
A. Plow, scarify, bench, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so fill
material will bond with existing material.
B. Place and compact fill material in layers to required elevations as follows:
East 22°a Street Signage 312000 -4
SITE GRADING AND EARTHWORK
1. Under grass and planted areas,use satisfactory soil material.
2. Under footings and foundations,use engineered fill.
3.10 SOIL MOISTURE CONTROL
A. Uniformly moisten or aerate subgrade and each subsequent fill or backfill soil layer before
compaction to within 2 percent of optimum moisture content.
1. Do not place backfill or fill soil material on surfaces that are muddy, frozen, or contain
frost or ice.
2. Remove and replace, or scarify and air dry otherwise satisfactory soil material that
exceeds optimum moisture content by 2 percent and is too wet to compact to specified
dry unit weight.
3.11 COMPACTION OF SOIL BACKFILLS AND FILLS
A. Place backfill and fill soil materials in layers not more than 8 inches in loose depth for material
compacted by heavy compaction equipment, and not more than 4 inches in loose depth for
material compacted by hand-operated tampers.
B. Place backfill and fill soil materials evenly on all sides of structures to required elevations, and
uniformly along the full length of each structure.
C. Compact soil materials to not less than the following percentages of maximum dry unit weight
according to ASTM D 698:
1. Under structures, scarify and recompact top 12 inches of existing subgrade and each layer
of backfill or fill soil material at 95 percent.
2. Under lawn or unpaved areas, scarify and recompact top 6 inches below subgrade and
compact each layer of backfill or fill soil material at 85 percent.
3. For utility trenches, compact each layer of initial and final backfill soil material at 85
percent.
3.12 GRADING
A. General: Uniformly grade areas to a smooth surface, free of irregular surface changes. Comply
with compaction requirements and grade to cross sections, lines, and elevations indicated.
B. Site Grading: Slope grades to direct water away from structures and to prevent ponding. Finish
subgrades to required elevations within the following tolerances:
1. Lawn or Unpaved Areas: Plus or minus I inch.
3.13 DRAINAGE COURSE
A. Place drainage course on subgrades free of mud,frost, snow,or ice.
East 22nd Street Signage 312000-5
SITE GRADING AND EARTHWORK
B. On prepared subgrade, place and compact drainage course under cast-in-place concrete slabs-
on-grade as follows:
1. Place drainage course that exceeds 6 inches in compacted thickness in layers of equal
thickness,with no compacted layer more than 6 inches thick or less than 3 inches thick.
2. Compact each layer of drainage course to required cross sections and thicknesses to not
less than 95 percent of maximum dry unit weight according to ASTM D 698.
3.14 PROTECTION
A. Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep
free of trash and debris.
B. Repair and reestablish grades to specified tolerances where completed or partially completed
surfaces become eroded, rutted, settled, or where they lose compaction due to subsequent
construction operations or weather conditions.
C. Where settling occurs before Project correction period elapses, remove finished surfacing,
backfill with additional soil material, compact, and reconstruct surfacing.
1. Restore appearance, quality, and condition of finished surfacing to match adjacent work,
and eliminate evidence of restoration to greatest extent possible.
3.15 DISPOSAL OF SURPLUS AND WASTE MATERIALS
A. Disposal: Remove surplus satisfactory soil and waste material, including unsatisfactory soil,
trash, and debris, and legally dispose of it off Owner's property.
END OF SECTION 312000
East 22nd Street Signage 312000-6
SITE GRADING AND EARTHWORK
SECTION 329200-TURF AND GRASSES
PART 1 -GENERAL
1.1 SUMMARY
A. Section Includes:
1. Sodding.
1.2 DEFINITIONS
A. Finish Grade: Elevation of finished surface of planting soil.
B. Manufactured Soil: Soil produced off-site by homogeneously blending mineral soils or sand
with stabilized organic soil amendments to produce topsoil or planting soil.
C. Planting Soil: Native or imported topsoil, manufactured topsoil, or surface soil modified to
become topsoil; mixed with soil amendments.
D. Subgrade: Surface or elevation of subsoil remaining after completing excavation,or top surface
of a fill or backfill immediately beneath planting soil.
E. Subsoil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of organic
matter and soil organisms.
1.3 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Certification of each seed mixture for turfgrass sod.
C. Product certificates.
1.4 QUALITY ASSURANCE
A. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor
on Project site when planting is in progress.
B. Topsoil Analysis: Furnish soil analysis by a qualified soil-testing laboratory.
1. Report suitability of topsoil for lawn growth. State-recommended quantities of nitrogen,
phosphorus, and potash nutrients and soil amendments to be added to produce
satisfactory topsoil.
East 22nd Street Signage 329200- 1
TURF AND GRASSES
1.5 DELIVERY, STORAGE,AND HANDLING
A. Sod: Harvest, deliver, store, and handle sod according to requirements in TPI's "Specifications
for Turfgrass Sod Materials" and "Specifications for Turfgrass Sod Transplanting and
Installation" in its "Guideline Specifications to Turfgrass Sodding." Deliver sod in time for
planting within 24 hours of harvesting. Protect sod from breakage and drying.
1.6 MAINTENANCE SERVICE
A. Initial Lawn Maintenance Service: Provide full maintenance by skilled employees of landscape
Installer. Maintain as required in Part 3. Begin maintenance immediately after each area is
planted, continue until acceptable lawn is established, and until Final Acceptance.
PART 2-PRODUCTS
2.1 TURFGRASS SOD
A. Turfgrass Sod: Number 1 Quality /Premium, including limitations on thatch, weeds, diseases,
nematodes, and insects, complying with TPI's "Specifications for Turfgrass Sod Materials" in its
"Guideline Specifications to Turfgrass Sodding." Furnish viable sod of uniform density, color,
and texture, strongly rooted, and capable of vigorous growth and development when planted.
B. Turfgrass Species: Kentucky Bluegrass.
2.2 TOPSOIL
A. Topsoil: ASTM D 5268, pH range of 5.5 to 7, a minimum of 4 percent organic material
content; free of stones 1 inch or larger in any dimension and other extraneous materials harmful
to plant growth.
1. Topsoil Source: Reuse surface soil stockpiled on-site. Verify suitability of stockpiled
surface soil to produce topsoil. Clean surface soil of roots, plants, sod, stones, clay
lumps, and other extraneous materials harmful to plant growth.
a. Supplement with imported or manufactured topsoil from off-site sources when
quantities are insufficient.
2. Topsoil Source: Import topsoil or manufactured topsoil from off-site sources if surface
soil stockpiled on-site is insufficient. Obtain topsoil displaced from naturally well-
drained construction or mining sites where topsoil occurs at least 4 inches deep; do not
obtain from agricultural land,bogs or marshes.
3. Topsoil Source: Amend existing in-place surface soil to produce topsoil. Verify
suitability of surface soil to produce topsoil. Clean surface soil of roots, plants, sod,
stones, clay lumps, and other extraneous materials harmful to plant growth.
a. Surface soil may be supplemented with imported or manufactured topsoil from off-
site sources.
East 22nd Street Signage 329200-2
TURF AND GRASSES
2.3 FERTILIZER
A. Sod Slow-Release Fertilizer: Granular or pelleted non-burning fertilizer consisting of 50
percent water-insoluble nitrogen,phosphorus,and potassium in the following composition:
1. Composition: ION, 18P2SO5, 22K20, or similar composition as approved by Owners
Representative.
2. Weight of Sod Slow-Release Fertilizer per 1000 Sq. Ft.: 8 lbs.
2.4 MULCHES AND ACCESSORIES
A. Wood stakes: Softwood,3/4"dia.X 8"long
B. Metal stakes: Steel,tee-shaped pins,4"head x 8"leg
PART 3 -EXECUTION
3.1 LAWN PREPARATION
A. Newly Graded Subgrades: Loosen subgrade to a minimum depth of 6 inches. Remove stones
larger than 1 inch in any dimension and sticks, vegetation, roots, rubbish, and other extraneous
matter and legally dispose of them off Owner's property.
1. Thoroughly blend planting soil mix with topsoil off-site before spreading or spread
topsoil,till-in soil amendments, and add fertilizer on surface.
2. Spread planting soil mix to a depth of 6 inches but not less than required to meet finish
grades after light rolling and natural settlement. Do not spread if planting soil or
subgrade is frozen,muddy,or excessively wet.
a. Reduce elevation of planting soil to allow for soil thickness of sod if required.
B. Unchanged Subgrades: If lawns are to be planted in areas unaltered or undisturbed by
excavating, grading, or surface-soil stripping operations,prepare surface soil as follows:
1. Remove existing grass,vegetation,and turf. Do not mix into surface soil.
2. Loosen surface soil to a depth of at least 6 inches. Apply soil amendments according to
planting soil mix proportions and mix thoroughly into top 6 inches of soil. Till soil to a
homogeneous mixture of fine texture. Apply fertilizer directly to surface soil.
3. Remove stones larger than 1 inch in any dimension and sticks, roots, trash, and other
extraneous matter.
4. Legally dispose of waste material, including grass, vegetation, and turf, off Owner's
property.
C. Finish Grading: Grade planting areas to a smooth, uniform surface plane with loose, uniformly
fine texture. Grade to within plus or minus 1/2 inch of finish elevation. Roll and rake, remove
ridges, and fill depressions to meet finish grades. Limit finish grading to areas that can be
planted in the immediate future.
East 22°d Street Signage 329200-3
TURF AND GRASSES
D. Moisten prepared lawn areas before planting if soil is dry. Water thoroughly and allow surface
to dry before planting. Do not create muddy soil.
E. Before planting,restore areas if eroded or otherwise disturbed after finish grading.
3.2 SODDING
A. Lay sod within 24 hours of harvesting. Do not lay sod if dormant or if ground is frozen or
muddy.
B. Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod; do not stretch
or overlap. Stagger sod strips or pads to offset joints in adjacent courses. Avoid damage to
subgrade or sod during installation. Tamp and roll lightly to ensure contact with subgrade,
eliminate air pockets, and form a smooth surface. Work sifted soil or fine sand into minor
cracks between pieces of sod;remove excess to avoid smothering sod and adjacent grass.
1. Lay sod across angle of slopes exceeding 1:3.
2. Anchor sod on slopes exceeding 1:6 with wood pegs or steel staples spaced as
recommended by manufacturer but not less than 2 anchors per sod strip to prevent
slippage.
C. Saturate sod with fine water spray within two hours of planting. During first week after
planting,water daily or more frequently as necessary to maintain moist soil to a minimum depth
of 1-1/2 inches below sod.
3.3 LAWN MAINTENANCE
A. Maintain and establish lawn by watering, fertilizing, weeding, mowing, trimming, replanting,
and other operations. Roll, regrade, and replant bare or eroded areas and remulch to produce a
uniformly smooth lawn. Provide materials and installation the same as those used in the
original installation.
B. Mow lawn as soon as top growth is tall enough to cut. Repeat mowing to maintain specified
height without cutting more than 1/3 of grass height. Remove no more than 1/3 of grass-leaf
growth in initial or subsequent mowings.
3.4 SATISFACTORY LAWNS
A. Satisfactory Sodded Lawn: At end of maintenance period, a healthy,well-rooted, even-colored,
viable lawn has been established, free of weeds, open joints, bare areas, and surface
irregularities.
B. Use specified materials to reestablish lawns that do not comply with requirements and continue
maintenance until lawns are satisfactory.
END OF SECTION 329200
East 22nd Street Signage 329200-4
TURF AND GRASSES
SECTION 329300—PLANTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Trees.
2. Shrubs.
3. Perennials.
1.2 DEFINITIONS
A. Backfill: The earth used to replace or the act of replacing earth in an excavation.
B. Finish Grade: Elevation of finished surface of planting soil.
C. Manufactured Topsoil: Soil produced off-site by homogeneously blending mineral soils or sand
with stabilized organic soil amendments to produce topsoil or planting soil.
D. Planting Soil: Native or imported topsoil, manufactured topsoil, or surface soil modified to
become topsoil;mixed with soil amendments.
E. Subgrade: Surface or elevation of subsoil remaining after completing excavation, or top surface
of a fill or backfill,before placing planting soil.
F. Subsoil: All soil beneath the topsoil layer of the soil profile, and typified by the lack of organic
matter and soil organisms.
1.3 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Samples of mulch.
C. Product certificates.
D. Maintenance Instructions: Recommended procedures to be established by Owner for
maintenance of exterior plants during a calendar,year.
1.4 QUALITY ASSURANCE
A. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor
on Project site when planting is in progress.
East 22nd Street Signage 329300- 1
PLANTS
B. Topsoil Analysis: Furnish soil analysis by a qualified soil-testing laboratory.
1. Report suitability of topsoil for plant growth. State-recommended quantities of nitrogen,
phosphorus, and potash nutrients and soil amendments to be added to produce
satisfactory topsoil.
C. Provide quality, size, genus, species, and variety of exterior plants indicated, complying with
applicable requirements in ANSI Z60.1,"American Standard for Nursery Stock."
D. Preinstallation Conference: Conduct conference at Project site.
1.5 DELIVERY, STORAGE,AND HANDLING
A. Do not prune trees and shrubs before delivery. Protect bark, branches, and root systems from
sun scald, drying, sweating, whipping, and other handling and tying damage. Do not bend or
bind-tie trees or shrubs in such a manner as to destroy their natural shape. Provide protective
covering of exterior plants during delivery. Do not drop exterior plants during delivery and
handling.
B. Handle planting stock by root ball.
C. Deliver exterior plants after preparations for planting have been completed and install
immediately. If planting is delayed more than six hours after delivery, set exterior plants and
trees in shade,protect from weather and mechanical damage, and keep roots moist.
1.6 WARRANTY
A. Special Warranty: Installer's standard form in which Installer agrees to repair or replace
plantings that fail in materials,workmanship, or growth within specified warranty period.
1. Failures include,but are not limited to,the following:
a. Death and unsatisfactory growth,except for defects resulting from lack of adequate
maintenance, neglect, abuse by Owner, or incidents that are beyond Contractor's
control.
b. Structural failures including plantings falling or blowing over.
2. Warranty Period from date of Final Acceptance for all plant material shall be one year.
1.7 MAINTENANCE SERVICE
A. Initial Maintenance Service: Provide full maintenance by skilled employees of landscape
Installer. Maintain as required in Part 3. Begin maintenance immediately after each area is
planted and continue until plantings are acceptably healthy and well established, and until Final
Acceptance.
East 22"d Street Signage 329300-2
PLANTS
PART 2-PRODUCTS
2.1 TREE AND SHRUB MATERIAL
A. General: Furnish nursery-grown trees and shrubs complying with ANSI Z60.1, "American
Standard for Nursery Stock", with healthy root systems developed by transplanting or root
pruning. Provide well-shaped, fully branched, healthy, vigorous stock free of disease, insects,
eggs,larvae, and defects such as knots,sun scald, injuries, abrasions, and disfigurement.
B. Root-Ball Depth: Furnish trees and shrubs with root balls measured from top of root ball,
which shall begin at root flare according to ANSI Z60.1. Root flare shall be visible before
planting.
C. Provide balled and burlapped trees, oak trees may be fabric bag-grown.
D. Shrub sizes indicated on Drawings are sizes after pruning.
2.2 PLANTS
A. Perennials: Provide healthy, field-grown plants from a commercial nursery, of species and
variety shown or listed,complying with requirements in ANSI Z60.1.
2.3 TOPSOIL
A. Topsoil: ASTM D 5268, pH range of 5.5 to 7, a minimum of 4 percent organic material
content; free of stones 1 inch or larger in any dimension and other extraneous materials harmful
to plant growth.
1. Topsoil Source: Reuse surface soil stockpiled on-site. Verify suitability of stockpiled
surface soil to produce topsoil. Clean surface soil of roots, plants, sod, stones, clay
lumps, and other extraneous materials harmful to plant growth. Supplement with
imported or manufactured topsoil from off-site sources when quantities are insufficient.
2. Topsoil Source: Import topsoil or manufactured topsoil from off-site sources if surface
soil stockpiled on-site is insufficient. Obtain topsoil displaced from naturally well-
drained construction or mining sites where topsoil occurs at least 4 inches deep; do not
obtain from agricultural land,bogs or marshes.
3. Topsoil Source: Amend existing in-place surface soil to produce topsoil. Verify
suitability of surface soil to produce topsoil. Clean surface soil of roots, plants, sod,
stones, clay lumps, and other extraneous materials harmful to plant growth. Surface soil
may be supplemented with imported or manufactured topsoil from off-site sources.
East 22nd Street Signage 329300-3
PLANTS
2.4 SOIL AMENDMENTS
A. Soil Conditioner: One Step Soil Conditioner, available from White Premium Organics, 2560
Foxfield Road, Suite 200, St. Charles, IL 60174. Phone (866) 586-1563. Fax(630) 377-9934.
www.whitepremiumorsanics.com or equal as approved by Owners Representative.
-OR-
B. Soil Conditioner: Prepare a mixture of Compost, Peat, Sand, and Manure as an amendment to
available topsoil, in order to create a moist,well drained planting mix:
1. Compost: Well-composted, stable, and weed-free organic matter, pH range of 5.5 to 8;
moisture content 35 to 55 percent by weight; 100 percent passing through 1-inch sieve.
2. Peat: Sphagnum peat moss, partially decomposed, finely divided or granular texture,
with a pH range of 3.4 to 4.8.
3. Peat: Finely divided or granular texture, with a pH range of 6 to 7.5, containing partially
decomposed moss peat, native peat, or reed-sedge peat and having a water-absorbing
capacity of 1100 to 2000 percent.
4. Wood Derivatives: Decomposed, nitrogen-treated sawdust, ground bark, or wood waste;
of uniform texture,free of chips, stones, sticks, soil, or toxic materials.
5. Manure: Well-rotted, unleached, stable or cattle manure containing not more than 25
percent by volume of straw, sawdust, or other bedding materials; free of toxic substances,
stones,sticks, soil,weed seed, and material harmful to plant growth.
2.5 FERTILIZER
A. Commercial Fertilizer: Commercial-grade complete fertilizer of neutral character, consisting of
fast- and slow-release nitrogen, 50 percent derived from natural organic sources of urea
formaldehyde,phosphorous, and potassium in the following composition:
1. Composition: 1 lb/1000 sq. ft. of actual nitrogen, 4 percent phosphorous, and 2 percent
potassium,by weight.
B. Slow-Release Fertilizer: Granular or pelleted fertilizer consisting of 50 percent water-insoluble
nitrogen,phosphorus,and potassium in the following composition:
1. Composition: 20 percent nitrogen, 10 percent phosphorous, and 10 percent potassium,by
weight.
2.6 MULCHES
A. Hardwood Mulch: Six-month old, well rotted, shredded, native hardwood bark mulch, not
larger than 4"in length and '/2"in width,free of wood chips and sawdust.
East 22nd Street Signage 329300-4
PLANTS
2.7 PLANTING SOIL MIX
A. Planting Soil Mix: Mix topsoil with the following soil amendments and fertilizers in the
following quantities:
1. Ratio of Loose Soil Conditioner to Topsoil by Volume: 1:4.
2. Weight of Commercial Fertilizer per 1000 sq. ft.: 5 pounds.
3. Weight of Slow-Release Fertilizer per 1000 sq. ft.: 5 pounds.
PART 3 -EXECUTION
3.1 PLANTING BED ESTABLISHMENT
A. Loosen subgrade of planting beds to a minimum depth of 8 inches. Remove stones larger than 1
inch in any dimension and sticks, vegetation, roots, rubbish, and other extraneous matter and
legally dispose of them off Owner's property.
1. Thoroughly blend planting soil mix off-site before spreading; or spread topsoil, apply soil
amendments and fertilizer on surface,and thoroughly blend planting soil mix.
2. Prepare planting bed areas and spread soil mix to a depth of 12 inches, meeting finish
grades after natural settlement. Do not spread if planting soil or subgrade is frozen,
muddy, or excessively wet.
B. Finish Grading: Grade planting beds to a smooth, uniform surface plane with loose, uniformly
fine texture. Roll and rake,remove ridges,and fill depressions to meet finish grades.
3.2 TREES AND SHRUBS
A. Excavation of Pits and Trenches: Excavate circular pits with sides sloped inward. Trim base
leaving center area raised slightly to support root ball and assist in drainage. Do not further
disturb base. Scarify sides of plant pit smeared or smoothed during excavation.
1. Excavate approximately three times as wide as ball diameter.
2. Excavate at least 12 inches wider than root spread and deep enough to accommodate
vertical roots for bare-root stock.
B. Before planting,verify that root flare is visible at top of root ball according to ANSI Z60.1.
C. Stock with Root Balls: Set trees and shrubs plumb and in center of pit or trench with top of root
ball 6 inches above adjacent finish grades.
1. Balled and Burlapped: Remove burlap and wire baskets from tops of root balls and
partially from sides, but do not remove from under root balls. Remove pallets, if any,
before setting. Do not use planting stock if root ball is cracked or broken before or
during planting operation.
2. Fabric Bag Grown: Carefully remove root ball from fabric bag without damaging root
ball or plant. Do not use planting stock if root ball is cracked or broken before or during
planting operation.
East 22nd Street Signage 329300- 5
PLANTS
3. Place planting soil mix around root ball in layers, tamping to settle mix and eliminate
voids and air pockets. When pit is approximately one-half backfilled, water thoroughly
before placing remainder of backfill. Repeat watering until no more water is absorbed.
Water again after placing and tamping final layer of planting soil mix.
D. Mulching: Apply 3-inch average thickness of organic mulch extending 12 inches beyond edge
of planting pit or trench. Do not place mulch within 3 inches of trunks or stems.
3.3 TREE AND SHRUB PRUNING
A. Remove only dead, dying, or broken branches. Do not prune for shape.
B. Prune,thin, and shape trees and shrubs according to standard horticultural practice. Prune trees
to retain required height and spread. Do not cut tree leaders; remove only injured or dead
branches from flowering trees. Prune shrubs to retain natural character.
3.4 GROUND COVER AND PLANT PLANTING
A. Set out and space ground cover and plants as shown on the plans, groundcovers typically 6-12
inches apart,plants typically 12-24 inches apart.
B. Dig holes large enough to allow spreading of roots and backfill with planting soil.
C. Work soil around roots to eliminate air pockets and leave a slight saucer indentation around
plants to hold water.
D. Water thoroughly after planting,taking care not to cover plant crowns with wet soil.
E. Protect plants from hot sun and wind; remove protection if plants show evidence of recovery
from transplanting shock.
3.5 PLANTING BED MULCHING
A. Mulch planting beds and other areas indicated. Provide 5-foot diameter mulch ring around trees
in lawn areas.
1. Apply 3-inch average thickness of mulch, and finish level with adjacent finish grades.
Do not place mulch against plant stems.
3.6 PLANT MAINTENANCE
A. Tree and Shrub Maintenance: Maintain plantings by pruning, cultivating, watering, weeding,
fertilizing, restoring planting saucers, and resetting to proper grades or vertical position, as
required to establish healthy, viable plantings. Spray or treat as required to keep trees and
shrubs free of insects and disease.
B. Ground Cover and Plant Maintenance: Maintain and establish plantings by watering, weeding,
fertilizing,mulching,and other operations as required to establish healthy,viable plantings.
East 22nd Street Signage 329300-6
PLANTS
C. Protect exterior plants from damage due to landscape operations, operations by other
contractors and trades, and others. Maintain protection during installation and maintenance
periods. Treat,repair,or replace damaged plantings.
END OF SECTION 329300
East 22nd Street Signage 329300 -7
PLANTS
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