HomeMy WebLinkAbout49-99 RESOLUTION•
RESOLUTION NO. 49- 9 9
•
A RESOLUTION AWARDING BID NO. 99-36 IN THE AMOUNT
OF $32,187 TO HECICATHORN CONSTRUCTION COMPANY,
PLUS A PROJECT CONTINGENCY OF $1,600 FOR THE
WILSON PARK CASTLE RENOVATION PHASE III; AND
APPROVAL OF A BUDGET ADJUSTMENT.
BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE,
ARKANSAS*
Section 1. That the City Council hereby awards Bid No. 99-36 in the amount of $32,187
to Heckathom Construction Company, plus a project contingency of $1,600 for the Wilson Park
Castle Renovation Phase III; and authorizes the Mayor and City Clerk to execute an agreement in
for said amount. A copy of the agreement is attached hereto marked Exhibit "A" and made a part
hereof.
Section 2. The City Council hereby approves a budget adjustment in the amount of
$37,181 increasing Park Improvements, Acct. No. 2250 9250 5806 00, Project No. 96094 1 by
decreasing Park Improvements, Acct. 2250 9250 5806 00, Project No. 98010 1 in the amount of
$33,408 and Park Improvements, Acct. 2250 920 4999 00 in the amount of $3,773. A copy of the
budget adjustment is attached hereto marked Exhibit "B" and made a part hereof.
PASSED AND APPROVED this 6th day of _AptiL, 1999.
y 1. t
APPROVE
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• • •
• “1 • 41.* 1‘ 4.1
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et 14,
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Art E;ST
Heather Woodruff, City Cler
By -
ed Hanna, Mayor
• • •
•
EXHIBIT A
Standard Form of Agreement Between Owner and
Contractor where the basis of payment is a Stipulated Sum
AIA Document A101 - Electronic Format
THIS DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITI1 RESPECT TO ITS
COMPLETION OR• MODIFICATION AUTHENTICATION OF THIS ELECTRONICALLY DRAY1ED Alt DOCUMENT MAY BE MADE BY USING :U.\
DOCUMENT D401,
The 1987 Edition of AIA Document A201. General Conditions of the Contract for Construction is adopted in this document by reference. Do not use %Yin] other general
conditions unless this document is modified. This document has been approved and endorsed by The Associated Cie:octal Contractors of America.
Copyright 1915, 1918. 1925. 1937. 1951. 1958. 1961. 1962. 1967. 1974. 1977. copyright 1987 the American Institute of Architects. 1735 New York Avenue. NAV..
Washington. D.C.. 20006-5292. Repmduction of the material herein or substantial quotation of its provisions without written permission of the AAA violates the copyright
lawt of the United States and will be subject to legal prosecution.
AGREEMENT
made as of the Twenty Third day of March in the vcar of Nineteen Hundred and Ninerv-Nine
BETWEEN the Owner:
(Name and address)
CITY OF FAYETTEVILLE
113 WEST MOUNTAIN
FAYETTEVILLE, ARKANSAS 72701
and the Contractor
(Name and address)
HECKATHORN CONSTRUCTION CONIPANY, INC.
1880 BIRCH AVENUE
FAYETTEVILLE, ARKANSAS 72703
The Project is:
(Nurne and Incation)
WILSON PARK CASTLE RENOVATIONS
PHASE 111
FAYETTEVILLE, ARKANSAS
The Architect is:
(Name and address)
WI 11 DELONY & DAVIDSON INC
100 WEST CENTER, SUITE 102
FAYETTEVILLE, ARKANSAS 72701
The Owner and Contractor Tree as set forth below.
AIA DOCUMENT A101 • OWNER-CONTRAcToR AGREENIENT
ARCHITECTS. 1735 NEW YORK AVENUE. N W . WASHINGTON.
subject to legal prosecution. This document was electronically produced
noted below.
User Document: F-CAST.DOC -- 3/24/1999.
• TWELVE!! EINTION • MA - COPYRIGHT 19%7 • THE .ANIERIC.LN: NsTre..trrE
DC . 20006-5292. WARNING, Unlicensed photocopying violates I; S. copsright In.id
with permission of the MA and can be reproduced without violation until :he datc of cxpiration
Electronic Format A101-1987
AIA License Number 131378, which expires on 6/30/1999-- Page #1
• • •
ARTICLE 1
THE CONTRACT DOCUMENTS
The Contract Documents consist of this Agreement, Conditions of the Contract (General. Supplementary and other Conditions),
Drawings. Specifications, addenda issued prior to execution of this Agreement. other documents listed in this Agreement and
Modifications issued after execution of this Agreement, these form the Contract. and are as fully a part of the Contract as if attached
to this Agreement or repeated hcrcin. The Contract represents the entire and integrated agreetnent between the parties hereto and
supersedes prior negotiations. representations or agreements. either written or oral. An enumeration of the Contract Documents,
other than Modifications, appears in Article 9.
ARTICLE 2
THE WORK OF THIS CONTRACT
The Contractor shall execute thc entire Work described in the Contract Documents. except to the extent specifically indicated in the
Contract Documents to be the responsibility of others. or
ARTICLE 3
DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION
3.1 The date of commencement is thc date from which thc Contract Time of Paragraph 3.2 is measured. and shall be the date
of this Agreement. as first written above. unless a different date is stated below or provision is made for the date to be fixed in a
notice to proceed issued by the Owner.
ilnsert the date of commencemenc slit differs from the dare of this Agreement. or. if apphcable. state that the date will be fixed tn a nonce to proceed.)
The date of commencement will be established in a written "Notice to Proceed" issued by the Architect.
Unless the date of commencement is established by a notice to proceed issued by the Owner. thc Contractor shall notify the Owner
in writing not less than five clays before commencing the Work to permit the timely filing of mortgages. mechanic's liens and other
securit!: interests.
3.2 Thc Contractor shall achieve Substantial Completion of the entire Work not later than
(Insert the calendar date or number of calendar days after the date of commencement. Also insert any requtrements for earlier Substantial Cornpienon of certain
portions of the Work not slated elsewhere in the Contract Documents.)
Sixty (60) consecutive calendar days from thc date of the written "Notice to Proceed".
. subject to adjustments of this Contract Time as provided in thc Contract Documents.
rinser( provisions if any. for liquidated damages relating tolailure to complete on time.,
Liquidated Damages of One hundred dollars (S l00.001 per calendar dav not including acccptable delay davs.ner the terms of
Article 1.10 of Section 01100 of thc Project Manual,
ARTICLE 4
CONTRACT SUM
4.1 The Owner shall pay the Contractor in current funds for the Contractor's performance of the Contract the Contract Sum of
Phase III: Thirty Two Thousand One Hundred Eighty Seven and no/IOl}s Dollars ($ 32.187.00 Phase III ). subject to additions and
deductions as provided in the Contract Documents. •
4.2 The Contract Sum is based upon the following alternates. if an. which arc described in the Contract Documents and arc
hereby accepted by the Owner:
:Stole the numbers or other identification of accepted alternates, lf decisions on other alternates are to be inade b,v the Owner subsequent to the execution of this
Agreement, attach a schedule of such other alternates showing the amount for each and the date limit whtch that amount is valid)
None
4.3 Unit prices. if any. are as follows:
None
AIA DOCUMENT A101 • OWNER -CONTRACTOR AGREEMENT
ARCHITECTS. 1735 NEW l'ORK AVENUE. N.W.. WASHINGTON.
subject Lu legal prosecution. This document was electronically procluccd
noted below.
User Document: F-CAST.DOC -- 3/24/1999.
• TWELFTH EDITION • :VA • COPYRIGHT 19%7 • TIIE AMERICAN INSTITUTE OF
D.C.. 20006-5292 WARNING. Unlicensed photocopying violates U.S copyright laws and is
with permission of the Al A and can he reproduced %tithing violation until ;Ile date oremnration as
Electronic Formai A 01 -t987
AIA License Number 131378, which expires on 6/30/1999-- Page #2
•
•
: . .
ARTICLE 5
PROGRESS PAYMENTS
•
5.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Cenificates for Payment issued by
the Architect, the Owner shall make -progress a lump sum payments per Phase on account of the Contract Sum to the Contractor as
provided below and elsewhere in the Contract Documents.
5.2 The period covered by each Application for Payment shall be ette-eitiendarattentli-ending-en-theiast-day-of-the-moathi-er
as follows:
Single lump sum payment for Phase 111, per Article 9.3 Item 1 as modified in the Supplementary Conditions.
5.3 Po:wined-an At the completion of Phase III Application for Payment is received by the Architect not later than the Twenty
Fifth day of a that month. the Owner shall make payment to the Contractor not later than the Owner's next tegularly scheduled
purchase order processing period. day -of -the 1110114/1. If an Application for Payment is received by thc Architect after thc application
date fixed above, payment shall be made by the Owner not later than the Owner's next regularlv scheduled purchase order
processing period dem after thc Architect receives the Application for Payment. Unless a problem with the Payment Request is
identified bv the Architect, the Architect will have five (5) working davs to review and process the Payment Request.
5.4 Each Application for Paytnent shall be based upon the Schedule of Values submitted by the Contractor in accordance with
the Contract Documents, Thc Schedule of Values shall allocate the entire Contract Sum among the various portions of the Work
and 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 thc Architect. shall be used as a bask for reviewing the Contractor's Applications for Payment.
5.5 Applications for -Payment -shelf -indicate -the -percentage -ef eempletion -of -each -pertion -ef -the -Work -as -of -the mad -of the-
• 1 : :
•
5.6 &finest -le -0
ientsi-themmount of zaeh-progress-payment-shail-be-comptiled-as-follows-
5.6.1. Take -Mot -pectien-ef-the-C-ernmet4mm-properry-alreeabre-m-emnftleted-Worroas-determined-by-multrphong-thepereentate, -
heckle-
ef-VaktesAess-retainage-ef-pereern-f • • mourns-ner-m-
dispute-may -be included-as--proWded -Subparagraph --7-7-ef-the -fronton -Gernritiens -even -thout4444re-Cootraet -Sum-has-rim -yet-
beemachusted-brage-Orde
5.6.3 bv thc
5.6.4 Sabi -met *mourns; -if -11T137 for -1411C-11 4Ire Arc -Weer -has-withheld -era -a -certificate -fer -Payment -as -pressiled in-
Paraemph-9r5-ef-the-Genera4-C-mnhttons-''
5.7 The -progress final lump sum payment amount demnainedin-accerdance-mith-Paragraph-54 shall be -fufther modified
under thc following circumstances:
5.7.1 Add. upon Substantial Completion of thc Work. a stun sufficient to increase the total payments w one hundred percent (
10(1 "4) of the Contract Sum, less such amounts as the Architect shall determine for incomplete Work and unsettled claims: and
5.7.2 Add. if final coinpletion of the Work is thereafter materially delayed through 110 fault of the Contractor, any additional
amounts payable in accordance with Subparagraph 9.10.3 of the General Conditions,
5.8 Rent*
t
Rciainanc shall be as follcms:
AIA DOCUMENT A101 • OWNER -CONTRACTOR AGREENIENT • TWELFTH EDITION • AEA • COPYRIGHT 1987 • THE ANIERICAN INSTITUTE OE
ARCHITECTS. 1735 NEW YORK AVENUE. NAV.. WASHINGTON. D.C. 20006-5292. WARNING: Unlicensed photocopying violates US copyright laws and is
athject in legal prosecution. This document was electronically produced tsith permission of the AIA and can be reproduced without violation until ilie date iilexpiration
noted below.
Electronic Format A101 -19X7
User Document: F-CAST.DOC --3/24/1999. AIA License Number 131378, which expires on 6/30/1999-- Page #3
fif it is intended pnor to Substantial Completion of the enure Work. to.reduce or limit the retainage resulting from the percentages inserted tn Subparagraphs 5.6./
and 5.62 above. and this Is not explained elsewhere tis the Contract DOCIMICI713. tnsert here provisions for such reduction or limitation.)
Retainage of 10% of thc Contract Sum shall be held from the lump sum payment made at the end of thc phase until all applicable
close out documentation and as -built drawings have been submitted to the Architect and approved by the CImner.
ARTICLE 6
FINAL PAYMENT
Final payment. constituting the entire unpaid balance of the Contract Sum. shall be made by the Owner to the Contractor when (I)
the Contract has bcen fully performcd by the Contractor except for the Contractor's responsibility to correct nonconforming Work as
provided in Subparagraph 12.2.2 of the General Conditions and to satisfy other requirements. if any. which necessarily survive final
payment: and (2) a final Certificate for Payment has been issued by the Architect: such final payment shall be made by the Owner
not more than 30 days after the issuance of the Architect's final Certificate for Payment. or as follows:
Before issuance of the lump sum final certificate the Contractor shall obtain in writing from the Bonding comp:Inv approval of
such payment. No certificate issued nor paYment made to the Contractor, nor partial or entire use or occupancy of the contract work
by the Owner, shall be acceptance of any work or materials not in accordance with thc contract or contact documents.
ARTICLE 7
MISCELLANEOUS PROVISIONS
7.1 Where reference is made in this Agreement to a provision of the General Conditions or another Contract Document. thc
reference refers to that provision as amended or supplemented by other provisions of the Contract Documents.
7.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated below. or in
the absence thereof. at the legal rate prevailing from time to time at the place where the Project is located.
(Insert rate ofinterest agreed upon. 'Tony)
None
it.11y taws and requirements under the Federal Truth :n Lending Actyonder state and focal constoner credo four and other regulations at the Owner's and
Contractor's principal places of business. the fixation of the Project and elsewhere may affect the valtday of this prOVISI011. Legal advice should be obtained with
respect to deletions or modifications. and also regarding requirements such as written disclosures or waivers.)
7.3 Other provisions:
None
ARTICLE 8
TERMINATION OR SUSPENSION
8.1 The Contract may be terminated by the Owner or thc Contractor as provided in Article 14 of the General Conditions.
8.2 The Work may be suspended by the Owner as provided in Article 14 of the General Conditions,
ARTICLE 9
ENUMERATION OF CONTRACT DOCUMENTS
9.1 The Contract Documents. except for Modifications issued after execution of this Agreement. are enumerated as follows:
9.1.1 The Agreement is this executed Standard Form of Agreement Between Owner and Contractor. AIA Document A101. I9X7
Edition
9.1.2 The General Conditions are the General Conditions of the Contract for Construction. AIA Document A201. 1987 Edition.
9.1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated March 8 1999.
ALA DOCUMENT A101 • O‘A'NER-CONTRACTOR AGREEMENT • TWELFTH EDITION • AIA • COPYRIGHT 19R7 • THE AMERICAN INSTITUTE OF
.ARCHITECTS. 1735 NEW YORK AVENUE. N.W.. WASHINGTON, D C., 20006-5292, W.A.RN1NG. Unlicensed photocopying violates U S. “opyright laws and is
subject to legal prosecution. This document %Va.% electronically produced with permission of the .11A and can be reproduced without violation until the dale of expiration as
noted hclow.
Electronic Format A10 I -1987
User Document: F -CAST DOC -- 3/24/1999. AIA License Number 131378, which expires on 6/30/1999-- Page #4
and are as follows:
Document
00100
00200
00370
00330
00400
00600
00700
•
• ts
Bid Solicitation
Title
Instructions to Bidders
Geotechnical Data
Existing Conditions
Bid Form
Bonds
3
1
2
1
Pages
General and Supplementan Conditions 5 with attachment of AIA
document A201 by reference
9.1.4 Thc Specifications are those contained in the Project Manual dated as in Subparagraph 9.1.3. and are as follows:
(Either list the Specifications here or refer to on exhibit attached w this Agreement)
Document Title Pages
Divisions 1 through 4 as listed in the Table of Contents and Sections 01500 and 02932 in the Project Manual dated March S. 1999
9.1.5 The Drawings are as follows. and are dated March 8 1999 unless a different date is shown below:
(Either La the Droning, here or ref:sr to an exhibit attached to this Agreement
Number Date
C1 1 Stints,
Al I
A21
Phase Three Site Plan
Phase Three Details
• Pages
9.1.6 The addenda. if any. are as follows:
Number Date Pages
None
Portions of addenda relating to bidding requirements are not pan of the Contract Documents unless the bidding requirements are
also enumerated in this Article 9,
9.1.7 Other documents. if any. forming part of the Contract Documents are as follows:
(List here any additional documents which are intended to form port of the Contract Documents The General Conditions provide that bidding requirements such as
advertisement or invitation to bid. Instructions w Bidders sample ;arms and the Contractor's hid are not part of she Contract Documents unlesi enumerated in an
Agreement They should be listed here only if intensled to be part of :he Contract Documents i
This Agreement is entered into as of the day and year first written above and is executed in at least three original copies of which
one is to be delivered to the Contractor. one to the Architcct for use in the administmtion of the Contract. and the remainder to the
Owner.
OWNER/
(SiglIUM ')
(Printed name and (Wei
CONTRA
(Signa(ure
00rinnsi flankMid rale)
•
ALA DOCUMENT A101 • OWNER -CONTRACTOR AUREENIENT
ARCHITECTS. 1735 NEW YORK AVENUE. N.W.. WASHINGTON.
subject to legal prosecution. This document was electronically produced
noted below,
User Document: F-CAST.DOC -- 3/24/1999.
• TWELFTH EDITION • AI. • COPYRICIIIT 1987 • THE AMERIC.AN INSTITI7TE OF
C . 20006-5292. WARNING. Unlicensed photocopying violates U.S. copyrip,ht la••• and is
with permission of the .A1A .tnd can be reproduced ‘vithout violation until the date of expiration as
Electronic Format A101-1987
AIA License Number 131378, which expires on 6/30/1999-- Page #5
AGENDA REQUEST
CONTRACT REVIEW
GRANT REVIEW
STAFF REVIEW FORM
For the Fayetteville City Council meeting Apri16, 1999
FROM:
Connie Edmonston
Name
ACTION REQUIRED:
Award of bid #99-36 to Heckathorn Construction Company in the amount of
$32,187, plus a project contingency of $1,600 and budget adjustment for
Wilson Park castle renovation phase III.
Parks & Recreation Public Works
Division Department
COST TO CITY:
Sil 7R7
Cost of this Request
lisn-tnr,n-ssnAnn
Account Number
9A1MA
Project Number
BU9GEJ RTEW:
$ 57,815
WilentwPorkirocfleRenneminn
Category/Project Budget Category/Project Name
52,509
Funds Used To Date
5,306
Remaining Balance
_xx__ Budgeted Item
• uded Atanneer
A
Program Name
Park Development Fund
Fund
xx udget Adjustment Attached
ministrat's Serv cts Director
CONTRACT/GRANT/LEASE REVIEW:
Accounting Ma. ager
/4 .10c—
y:
CA ttiii-iley
-R) L•e_q
Purchasing Officer
STAFF RECOMMENDATION:
Approval of bid award and budget
/492
Bien •d r
•arc/take D eccor
44 A .
A mint
a-lv) Zcvices Director
ALIJA(
May
Date
Date
3 -1a5 -q9
Date
GRANTING AGENCY:
ADA Coordinator
Internal Auditor
Date
Dace
adjustment.
Date
3 -Z.C.-C9
Date
2ahn
Dttel
Date
Cross Reterencq
New Item: Yes No
Prey Ord/Res 1:
Orig Contract Date:
Or Contract II:
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Page 2
Description MIS0,7 arif 72We 0/2/99)/a1/0-7 kettingodwityy/ 4/777
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Coe:Rents:
Budget Coordinator
tete:era Conezts:
Accounting Manager
0 Sik5"..2 411/4l.r././.4C 414 k b.rmbr 17414 fiferiLturia,
44ic,
4. 4.3 674.--t zu`text-ALL )
rot-Aletnitic-hv
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City Attorney
Aitibir1 4t --t.44, ?
Iu 0
Purchasing Officer
ADA CO3rdinator
Internal Auditor
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City of Fayetteville, Arkansas
Budget Adjustmeht Form
EXHIBIT B
Budget Year
1999
Department: Public Works
Division: Park & Recreation
Program: Parks Development
Date Requested
03/24/99
Adjustment #
Project or Item Requested:
Additional funding is requested for the Wilson Park Castle
Renovation Project.
Project or Item Deleted:
Funding proposed for this adju tment is from the Wilson Park
Renovation Project and Use of Fund Balance.
Justification of this Increase:
Thc scope of work required for this project has expanded.
Justification of this Decrease:
The Wilson Park Renovation project was planned for a general
upgrade of the park facilities. Sufficient funds exist in cash &
investments to fund this request and comply with City policy.
Account Name
Park improvements
Account Name
Park Improvements
Park Improvements
Increase Expense (Decrease Revenue)
Amount
37,181
Account Number Project Number
2250 9250
Decrease Expense (Increase Revenue)
Amount
5806 00 96094 1
Account Number
33,408 2250 9250 5806 00
3,773 2250 0925 4999 99
Project Number
98010 1
Approval Signatures
Depanment Director
Admin. S•rvices D
Date
3
Date
3-ec.-95
Date
Blue Con: Budget & Research / Yellow Con: Requester
Type: A
Date of Approval
Budget Office Use Only
Posted to General Ledger
Posted to Project Accounting
Entered in Category Log
CAAPP99BUDGEINBUDGTADJ\WILSON_
citAt
FAYETTEVILLE
THE CITY OF FAYETTEVILLE, ARKANSAS
DEPARTMENTAL CORRESPONDENCE
To: Connie Edmonston
From: Heather Woodruff
Date: April 9, 1999
Attached is a copy of the resolution awarding Bid 99-36 for your files. I am also returning two
copies for you to distribute. The original will be microfilmed and filed with the city clerk.
cc. Yoland Fields, Internal Auditor
Steve Davis, Budget and Research
File
XX I
AGENDA REQUEST
CONTRACT REVIEW
GRANT REVIEW
STAFF REVIEW FORM
For the Fayetteville City Council meeting of NA
FROM:
Connie Edmonston
Name
Parks and Recreation
Division
Pe5119-q9 ,
cocas/1 Poi -g '7 OM
RECEIVED
JUL 1 4 1999
CITY OF FAYETTEVILLE
CITY CLERICS OFFICE
MICRCRILMED
Public Works
Oepartrner.t
ACTION REQUIRED:
Install submersible fountain with concrete base and clear lens cover to the pond in front of the
Wilson Park castle.
COST TO CITY:
SSRI
Cost of this Request
77snAnn-cnns nn
Account Number
ORRRES 1
Project Number
cite, 124
Category/Project Budget
$ 10ig042-
Funds Used To Date
gs.;25
Remaining Balance
Park Imprnwarmlntet
Category/Project Name
Program Name
HMR
Fund
BUDGE EVIEW:
udg t Coordinator
vr
Budgeted
Item
Budget Adjustment Attached
Administrative Services Director
CONTRACT/GRANT/LEASE REVIEW:
Acc
City ttorne
\J Ctiz
Purchasing Officer
1-13-99
Date
Date
1 -ta -CICI
Date
GRANTING AGENCY:
ADA Coordinato
Ala 4111/..a4
/ /
Ij
ernal Auditor
Date
Date
STAFF RECOMMENDATION:
Approval of change order #1
-ALS 97
Date
/4-11
Date
Da.te
Date
Cross Reference
New Item: Yes No
Prey Ord/Res: #49-99
Orig Contract Date:
FAYETTEVILLE
THE CITY OF FAYETTEVILLE. ARKANSAS
DEPARTMENTAL CORRESPONDENCE
To: Connie Edmonston, Parks & Recreation
From: Theresa L. Johnson, Deputy City Clerk
Date: July 21, 1999
Re: Change Order #1, Wilson Park Castle
Attached please find a copy of the staff review form and two originals for you to distribute. The
original will be microfilmed and filed with the City Clerk's office.
cc 4. Vola. -Jo... Rcld s
Description
Comments:
Budget Coordinator
STAFF REVIEW FORM
21,/140,7 45-ikaole ark -Meeting Date
Accounting Manager
City Attorney
Purchasing Officer
ADA Coordinator
Internal Auditor
Reference Comments:
Page2
FAYE'TTEVILLE
THE CITY OF FAYETTEVILLE. ARKANSAS
DEPARTMENTAL CORRESPONDENCE
To: Charlie Venable, Public Works Director
From. CWinie Edmonston, Parks and Recreation Superintendent
Date: July 12, 1999
Re: Change order request for the Wilson Park Castle
The Parks and Recreation Division requests the approval of a change order in the amount of $561
with Heckathorn Construction for work at the Wilson Park Castle. The change order will
approve the installation of a submersible fountain with concrete base and clear lens cover.
The fountain will improve the aesthetics of the pond by improving the water circulation and
adding a new feature to the area. The water circulation will assist with decreasing the amount of
algae and stagnant growth in the pond. The total contingency amount for this project is $1,600.
•
WUTENBERG. DELONY & DAVIDSON ARCHTFECTS
TRANSMITTAL
Noceronntst flK,A4A5 000
100 W. a tel TR. SLR 102
FArf. riFVul. AR 72701-6063
501/443-6665
501/443.9515 FAX
VVDSID
•••• RCH PECS
To: Connie Edmondston
Parks and Recreation
113 W. Mountain
Fayetteville, AR 72703
DATE: June 29, 1999
ATTENTION.
RE: Wilson Park
PROJECT NUMBER: 99015
WE ARE SENDING YOU:
o
SHOP DRAWINGS
O COPY OF LETTER
0 SPECIFICATIONS
El PLANS
O PRINTS
O SAMPLES
O FLOPPY DISK 1:81 ATTACHED
O CHANGE ORDER
O 0 UNDER SEPARATE COVER VIA
COPIES
DATE
NO,
DESCRIPTION
3
Change Order # 1
PLEASE CHECK AND ADVISE IF ENCLOSURES ARE NOT AS LJSTED.
THESE ARE TRANSMITTED (AS CHECKED BELOw)
O FOR APPROVAL
• FOR YOUR USE
El FOR YOUR INFORMATION
0
O AS REQUESTED 0 REVIEWED FOR GENERAL COMPLIANCE
O FOR REVIEW AND COMMENT 0
REVIEWED FOR NOTED COMMENTS
O RETURNED FOR CORRECTIONS
O RESUBMIT COPIES FOR APPROVAL
O SUBMIT COPIES FOR
DISTRIBUTION -
O RETURN CCRRECTED PRINTS
REMARKS. Connie, please sign all three copies and return 2 (two) copies to our office for distribution.
COPY TO: file
BY
Lori Top By Sara
dIt'V,ITtENBERG, DELONY & DAVIDSON,
Northwest Arkansas Office
100 West Center, Suite 102
Fayetteville, AR 72701
Tel: 501-443-6666 Fax: 501-443-9515
PROJECT:
TO:
City of Fayetteville
Wilson Park Castle
Phase 3 Renovation
Fayetteville, Arkansas
Heckathorn Construction Co.
1880 Birch Ave.
Fayetteville, Arkansas 72701
CHANGE ORDER
s)
8667 (144
(
CHANGE ORDER NO 1 <9 /1/ */9/%
N704
PROJECT NO: 99015
DATE- June 21, 1999
CONTRACT DATE March 23, 1999
CONTRACT FOR: General Construction
You are directed to make the following change(s) in this Contract:
Add submersible fountain per the manufacturers recommendations with concrete base for
attachment. Provide clear lens color for light.
Add $561.00
Total amount of change order:
Add
$561.00
CONTRACT RECAP
The original Contract Sum was:
Net change by previously authorized Change Orders:
The Contract Sum prior to this Change Order:
The Contract Sum will be INCREASED by this Change Order.
The new Contract Sum including this Change Order will be
The Contract Time will be changed by (0) days.
$32,187.00
0
$32,187.00
$561.00
$32,748.00
Not valid until signed by both [he Owner and Architect.
Signature of the Contractor indicates his agreememt herewith, including any adjustment in the Contract Sum or Centrtict Time.
WITTENBERG, DELONY & DAVIDSON, INC.
100 West Center, Suite 102
Fayetteville, AR 72701
BY:
DATE cp - 2-1 —9 ci
HECKATHORN CONSTRUCTION CO.
1880 BIRCH AVE
FAYETTEVILLE, ARKANSAS 72703
BY:
'414A1 0 -14\00.1 --\JP By
DATE: Die 2811
CITY OF FAYETTEVILLE
113 WEST MOUNTAIN
FAYETTEVILLE, ARKANSAS 72701
WITTENBERG, DELONY & DAVIDSON, INC.
PROPOSAL
REQUEST
Northwest Arkansas Office
100 West Center, Suite 102
Fayetteville, AR 72701
Tel: 501-443-6666 Fax: 501-443-9515
PROJECT:
WILSON PARK CASTLE RENOVATIONS
PHASE III
FAYETTEVILLE, ARKANSAS
OWNER
CITY OF FAYETTEVILLE
113 W MOUNTAIN STREET
FAYETTEVILLE, ARKANSAS 72701
PROPOSAL REQUEST NO:
01
DATE:
5-24-99
TO: PROJECT NO:
HECKATHORN CONSTRUCTION CO. 99015
1880 BIRCH AVE.
FAYETTEVILLE, ARKANSAS CONTRACT FOR:
72703 GENERAL CONSTRUCTION
Please submit an itemized quotation for changes in the Contract Sum and/or Time incidental to proposed
modifications to the Contract Documents described herein. Quotation must be received by the Architect
within fourteen calendar days from date of Proposal Request. THIS IS NOT A CHANGE ORDER NOR
A D1RECf ION TO PROCEED WITH THE WORK DESCRIBED HEREIN.
DESCRIPTION:
Provide submersible fountain lighting per the manufactures recommendation for size, location and
number for the j-21 Castle Jet by Hall Fountains. Color will be selected by Architect. Provide concrctc
base similar to detail at fountain base for each fountain light to mount to. Provide any and all electrical
conduit and wiring and/or any other components needed to insure proper and complete installation.
ATTACHMENTS:
none
WITTENBERG, DELONY 8c DAVIDSON, INC.
By:
•
HECKATHORN
CONSTRUCTION COMPANY, INC,
1880 BIRCH AVE,
FAYETTEVILLE, AR 72703
CHANGE ORDER REQUEST # 1
DATE: 5-26-99
To:Wittenberg, Delony & Davidson JOB: Wilson Park Castle Renovations
100 W. Center, Suite 102 Phase III
Fayetteville, AR 72701
Attn: Lori Top Job# 99143
This is our Change Order requesting the following revisions to the
above cited Contract. Included shall be all labor, equipment,
•
materials and taxes to complete the following changes:
Provide and install submersible fountain lighting per the manufactures
recommendation for size, location and number for the J-21 Castle Jet by
Hall Fountains. To include concrete base to mount to.
Fixture, shipping, taxes $ 341.00
Installation 135.00
Concrete work 25.00
Subtotal $ 501.00
OH&P 12% 60.00
Total $ 561.00
WE AGREE hereby to make change specified for $ 561.00
Date:05/26/99
Authorized By:
Q thy4,_
David C. Hansen, Vice President
/Zes.
STAFF REVIEW FORM
xx AGENDA REQUEST
XX _ CONTRACT REVIEW
GRANT REVIEW
For the Fayetteville City Council meeting April6,1999
FROM:
Connie Edmonston Parks & Recreation Public Works
Name Division Department
ACTION REQUIRED:
Award of bid #99-36 to Heckathorn Construction Company in the amount of
$32,187, plus a project contingency of $1,600 and budget adjustment for
Wilson Park castle renovation phase III.
COST TO CITY:
tini.7R7
Cost of this Request
77cn-g7cn-cRnM no
Account Number
onoe
Project Number
BU
S 57,815
Category/Project Budget
52,509
Funds Used To Date
Remaining Balance
_xx_ Budgeted Item
CONTRACT/GRANT/LEASE REVIEW:
Accounting Manager ate
C'ty At or4e Date
Purchasing Officer Date
STAFF RECOMMENDATION:
Approval of bid award and budget adjustment.
Date
3S±1
Date
L In
D toe
3/1/n
Date
Wilson Park Cacho Rrnnvalinn
Category/Project Name
Program Name
Park Development Fund
Fund
Adjustment Attached
GRANTING AGENCY:
ADA Coordinator
Internal Auditor
Date
3-x5-99
Date
Cross Reference
New Item: Yes No
Prev Ord/Res 0:
Orig Contract Date:
Orig. Contract q:
FAYETTEVILLE
tilt CITY OF FAY(TTIVIttf. ARKANSAS
DEPARTMENTAL CORRESPONDEN
TO: Mayor Hanna and City Council
THRU: Charlie Venable, Public Works Director
FROM: CbcinieEdmonston, Parks & Recreation Superintendent
DATE: March 24. 1999
SUBJECT: Bid Award #99-36 - Wilson Park Castle Renovation Phase III
The Parks and Recreation Division requests award of the Wilson Park castle renovation phase III
bid #99-36 to Heckathom Construction Company in the amount of $32,187, plus a 5 percent
continency of $1,600 for a total cost of $33,787. Phase III will include the following renovations:
• Stone walls at new planter bed near street edge.
• Stone walls at expanded planter bed on south edge of site.
• Retaining stone wall in drainage culvert along the street (east side of culvert) from
existing drainage structure to existing bridge
• Retaining stone wall along south west side of drainage culvert from dam to the
existing bridge.
• Fountain in castle pond.
This phase will complete the renovation of Wilson Park castle with the exception of the castle
structure in which the original artists will draft the plans and complete the work to retain the
original character of the castle.
Attachments:
Site Plan
Bid Tabulation
Contract
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Standard Form of Agreement Between Owner and
Contractor where the basis of payment is a Stipulated Sum
AIA Document A101 - Electronic Format
Tills DOCUMENT HAS IMPORTANT LEGAL CONSEQUENCES: CONSULTATION WITH AN ATTORNEY IS ENCOURAGED WITH RESPECT TO ITS
COMPLETION OR MODIFICATION. AUTHENTICATION OF THIS ELECTRONICALLY DRAFTED AIA DOCUNIENT MAY BE MADE BY USING AM
DOCUMENT 0401.
The 1937 Edition of AJA Document A201. General Conditions or the Contract for Construction , is adopted in this document by reference. Do nut use with other general
conditions unless this document is modified. This document has been approved and endorsed by The Associated Gcncral Conuacton of America.
Cop)nght 1913. 1713. 1923. 1977. 1951. 1958. 1961. 1962. 1967. 1974. 1977. copyright 1937 the Antcncan Institute or Architects. 1735 New York :\venue. N. W
\Caluniintt. DC.. 20006.3292. Reprodualou of the material herein or substantial quotation of its provisions without written pemtission of the AfA violates the copyright
tans of the Unitcd Slab and will be subject to legal prosecution.
AGREEMENT
made as of the Twenty Third day of March in the year of Nineteen Hundred and Ninet\-Nine
BETWEEN the Owner:
\'mAne and address)
CITY OF FAYE I iEVLLLE
II) WEST MOUNTAIN
FAYETTEVTL-LE ARKANSAS 72701
and the Contractor:
\'ame and :Jdrenl
HECKATHORN CONSTRUCTION COMPANY. INC
ISJt1 BIRCH AVENUE
FAYE1TEVILLE ARKANSAS 72703
The Project is:
I \'unie and locnnonl
WILSON PARK CASTLE RENOVATIONS
PHASE III
FAYF.TTEVILLE, ARKANSAS
The .architect is:
t Vane and addreul
\VITTE`BF..RG DELONY & DAVIDSON, INC
100 WEST CENTER SUITE 107
FAYETTEVILLE ARKANSAS 7771)1
The Owner and Contractor agree as set forth below.
ALA u )CI\TENT :All) I • OWNIilLCONTRAC'1'OR AGItFPJIIiNT • TWELFrlf EDITION • AI:\ - COPY'RIG II T 19x7 • TIIE .\.\lli Rlc.\.N IN rin-rt: t1F
\RCI II Ir.CfS. 1735 NEW YORK \\'I:NCI.. N.W. \\':\1111\41'ON. DC
-. 20UVG.5292. \\':\RNING. I:uli.aiw.l phouw.gwing v{alate. I'.S. epn:!:: tau. .net
.ubjeal :o IcS.11 pnuccuhon. 7TIe documan wit clectnmically pn>,luccl wah pen:us.lon of the :V:\ and can Iw rcpruJuced sellout aolallon until the date ••. a\Ih(alrvll.1.
noted halo..
Electronic Format :\IllI-I')XT
User Document: F-CAST.DOC -- 3/24/1999. AIA License Number 131379. which expires on 6/30/1999 -- Page zt
ARTICLE I
THE CONTRACT DOCUMENTS
The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other Conditions).
Drawings. Specifications. addenda issued prior to execution of this Agrcemcnt, other documents listed in this Agreement and
Modifications issued after execution of this Agreement, these form the Contract, and arc as fully a part of the Contract as if attached
to this Agrcemcnt or repeated herein. The Contract represents the entire and integrated agreement between the panics hereto and
supersedes prior negotiations, representations or agreements, either written or oral. An enumeration of the Contract Documents,
other than Modifications. appears in Article 9,
ARTICLE 2
THE WORK OF THIS CONTRACT
The Contractor shall
execute
the entire Work described in (lie Contract
Documents. except to the extent specifically indicated in the
Contract Documents
to be the
responsibility of others, or -es -follow :
ARTICLE 3
DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION
3.1 The date of commencement is the date from which the Contract Time of Paragraph 3.2 is measured, and shall be the date
of this Agrcemcnt. as first written above, unless a different date is stated below or provision is made for the date to be fixed in a
notice to proceed issued by the Owner.
tinsert the Jute ofconntencmnenc. if a Jgfers from the date o% th,s.4gree,nent. or, if applicable, state that the dam will be fixed 'no notice to proceed,)
The date of commencement will be established in a written "Notice to Proceed" issued by the Architect.
Unless the date of commencement is established by a notice to proceed issued by the Owner. the Contractor shall notify the Owner
in writing not less than five days before commencing the Work to permit the timely filing of mortgages, mechanic's liens and other
security interests.
3.2 The Contractor shall achieve Substantial Completion of the entire Work not later than
!Insert :he calendar Jam or number a%ca!endar doss a,/ter the date of comnenceenent. Also insert any regtaren:enn for earlier Substantial Completion of certain
porno/:f oi' he Wort'. :f not sated thetvhere in the Contract Documents.)
Sixty (60) consecutive calendar days from the date of the written "Notice to Proceed'
. subject to adjusuncnts of this Contract Time as provided in the Contract Documents.
,Insert provisions, it any. for liquidated damages relating to!astute to complete on time.)
Liquidated Damages of One hundred dollars (S 100th)) calendar day, not including acceptable delay days.per the terms of
Article L IO of Section 01100 of the Protect Manual,
ARTICLE 4
CONTRACT SUM
4.1 The O\\ner shall paY the Contractor in current funds for the Contractor's performance of the Contract the Contract Sum of
Phase Ill: Thirty Two Thousand One Hundred Eighty Seven and no/IO0sDollars (S 32.IS7 UO Phase Ill ). subject to additions and
deductions as provided to the Contract Documents,
4.2 The Contract Sum is based upon the following alternates, if any, which are described to the Contract Documents and are
hereby accepted by the Owner:
date the ,u,mhers or other identification of accepted alternates. !% Jeouions on other alternates tree to he ,nude by the Owner soh,equent to the crenmon of this
I .rcc,nenl. /Mach is schedule oJ'soch other uhernwei dtmang the ornon'if /or each and the Juice want ,finch that amount n valid. I
Nolte
4.3 Unit prices, if any, are as follows:
None
. \I.\ Df)C't'\I(iNl' .\I0I • OWYER.Ct)Vril:\CTUK AGRIEI:\IEVr • TO'Ii1.1.1'!1 E I)I'I':ON • .\L\ • COI'1'ItIG1fl 1937 • TIIE ANIERIC\, INS'I'llt-I'f. 01'
.\RC I I IIT.C'I'i. I7)y NEW \'UItK .\VENUE, N. \V., wA.x I Itx'ta'ON, U.C. ]UUuu.t]q 7. WARNING-. Unhce,ncd ptwlotopf, violate, US coptriirlit IatiI and n
w,lijevt to I:gal pro.ccunon. This Jtwuocnl 'vu elcarani:aIly pnduecd with pcninmion ,it die .\IA „d:.m tic rcpnkuceJ without cioUtimt unlit life fine at :\pi(ii imt o
nuleJ wlo"
Electronic Format A101-Ir)S7
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ARTICLE 5
PROGRESS PAYMENTS
5.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment issued by
the Architect, the Owner shall make -tore -s:1 lump sum payments per Phase on account of the Contract Sum to the Contractor as
provided below and elsewhere in the Contract Documcnts.
5.2 The period covered by each Application for Payment shall be one tvllandar t!ronthendn; Jn fhe lint n4fih2-nfolIf t, -or
as follo\\s:
Single Imm�, sum navntent for Phase III per Art icl • 9 1 Item I as modified in the Stipple[lienran onditions.
5.3 Provided- ut At the completion of Phase III Application for Payment is received by the Architect not later than the Twenty
Firth day of a that month. the Owner shall make payment to the Contractor not later than the Owner's next regularly scheduled
purchaie order processing period dny-o fhtt month. If an Application for Payment is received by the Architect ,tier the application
date filed abotc. payment shall be made by the Owner not hater than the Owner's next regularly scheduled purchase order
processing period days after the Architect receives the Application for Payment. Unless a probtecit witlf the Payment Request is
identifitA b\• the Architect the Architect will have five (5) workin g days to review and process the P 1\ meat Request
5.4 Each Application for Payulent shall be based upoll the Schedule of Values submitted by the Contractor in accordance with
the Contract Documents. The Schedule of Values shall allocate the entire Contract Sum among the various potions of the Work
and 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.
5.5 AN)hettfeIts-far-Pa}nxtu-shall-itnlicate-fix-percentage-of{-0ftmpleffom-Of-cltiif-peeoll-0f-f{tt-VJfkzts.1-{he lfU-ofiltr
perio loered-b -fhr hpplk tfietr for R wftznF
5.6 &lbjr t t rNx-pfa4isiotf; Jf�Ix 6alraet-0oetmxuts. thrattrottnt-0fxaca rJ�fass pa ftxtft ;ha{I be-onfpntrd-,1S of JKY
5.6.1. Take-Nla-paftionrof :l% -cJff4f1el-bafft-propefl+ allae Waaoiofnpkfa(f�4af} �;-drfrfnfifxd byit fflEipl+ ff� fix- xfarnlx�
eefupktten-o-r;telf-paftiou.af-tltr-LVork b -+h, hafrJFHx-fetal-faulfac-Snftf-aNaaatev#t04lhft-paaeouaf-f4 e Vafk�ff-f;t<'-Sal!r(lulr
eft;fhfes--less-rrtana;. of -pxreem-f'S:,}—Pendif-ffaa4leirf+uivaeollrof-aostfe-the-Owner of =Ifaf ifrthe-LVark-:ffnt}fts--fla--ifr
dispux-tntc-w-nehILied-ts-pfe%ided4*%{aiHllfots-eeeii4kJtth-4he-Qe(,r,ei-&t1fti-hl;-taf-.-e-
bref 1-adjtf;te(I-b��h;tfwa-9r�ier
5.6.2-k(I-iifi!f-Qdf}fJI1�FFi1e-CJflff4fit�llflF-pfa))Zf�t-alidial)ieLEO-tifdxfiaf3-Rmd2fttftpflxftfzieiftiefc`d-an({-jaMifbl+-ihafed-tliix5lfe-
lar�llbseq!xltt-ttteerpofaliJfl-alt-tlxEOlttpleteflcOllsfftte-Ifa}i-�eFff-ilppf042Ei-Mlz'f(}F:tttit��-fix-0w712r—;tf Ikabl\-5faf efl-JI
IticaFloftif�fectil-tipaft-iflig ius4f•�)ess-feEa H,iteef percent-{
5.6.3 Sttbffact tl a few ffe apfet J fi pwfFe,usi11fHiebN lhe-O f efraf d
5.6.4 &lbffitca-fuaeeuts- -if zfny, -faf -which -Nx-4ehlfee+ -has -withheld -e-nullified -ii -GerIft&:iie -for -Pave fell! -as -pfeyide(I 4iwH
Parit`faph 9S-of-fheneri11FJeHflffells-
5.7 TILL progress ( licit IIIn10 tilllll plyllletut :1111011II[ ileleftitff el-Ill-ae€ordilf!ie-with-befit"faph ?:: shall be-itlfiiler :Ilodllied
under the following circuns[:utccs:
5.7.1 Add. upon Substantial Completion of the Work. a stun sufficient to increase the total payments to One hundred percent
Ins "S,) of the Contract Sian, less such ,moons as the Architect shall deler:uinc for l ncomplute Work and uusettkd claims. :tit]
5.7.2
Add, if llll:ll
colllpletioll of the Work is tllere:iller
materially
delayed through Ito 111111 01 the COlltrlletor. :Illy : Iddltloll:11
aluouns
payable in
:Iccordauee situ Subparagrph 9. In.)
of the General
Conditions.
5.8
Reducliomor-liulitllional=f
eulina p�il=any; Retaln:lg_
shill be
as follows:
U.\ Unit -\11 -.\I' \tut \\\I:ILCC) I-it.\cm CC Ii(I I.\1i\!- t\\I:Il-al 1:!)I I:ox . .\L\ • Cnl1- 'Igtal'f 19x7 Iiii[.UII:G Ie.\\ 1>s 111111 OF
.\ill(tI-I'C'IS, I,J N \v\l)h\ .\\'ENI I:.\.\\' \l.\\I I1.\li it l\. D.l:_:IAlgo-S /: \y.\C\I\(;, r'uh:u1S�d Ii.I. tIp\urr• vi,I.,c 1:\ %l1%rnf:t J' nets
vJq I :u Ia.t ''u' a 1111 .I,nuin.Ir.,in JIc Ir11 11 11 1 )tm111.1Oo (tic \I.\.0 ! C m IC rg•nr ter. al t. Il I, na cn I,0 LIu until ih. J II: ,a :e 2rt. I I I.. I, .L
u.II I. L,..
Electronic Purnat A 101-19S-
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Ilfst is sntendeJ, prior to Substantial Completion of the entire Work, to reduce or brit the retainage resulting from the percentages inserted in Subparagraphs £6.1
anJ 7.65 above, and this is nor ezplasned elsewhcre an the Contract Documents, insert here promstons for tech reduction or limitation.)
etaina' Qf 10% of the Contract Sum shall be held front the lunip sum payment made at the end of the phase until all applicable
close out documentation and as -built drawings have been submitted to the Architect and approved by the Owner
ARTICLE 6
FINAL PAYMENT
Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the Contractor when (1)
the Contract has been fully performed by the Contractor except for the Contractor's responsibility to correct nonconforming Work as
provided in Subparagraph 12.2.2 of the General Conditions and to satisfy other requirements, if any, which necessarily survive final
payment; and (2) a final Certificate for Payment has been issued by the Architect; such final payment shall be made by the Owner
not more than 30 days allcr the issuance of the Architect's final Certificate for Payment, or as follows:
Before issuance ofd lump um- final ccnificatc. the Contractor shall obtain in \vriline from the Bonding comuanv, approval of
such payment. No ccnificatc issued nor payment made to the Contractor, nor partial or entire use or occupancy of the contract work
by the Owvner, shall be acceptance of any work or materials not in accordance with the contact or contact documents
ARTICLE 7
MISCELLANEOUS PROVISIONS
7.1 Where reference is made in this Agreement to a provision of the General Conditions or another Contract Document, the
reference refers to that provision as amended or supplemented by other provisions of the Contract Documents,
7.2 Payments due and unpaid under the Contract shall bear interest from the date paynient is due at the rate stated below, or in
the absence thereof, at the legal rate prevailing from time to time at the place where the Project is located.
tinier: rate of interest agreed upon. Many.)
None
l C'nrr, :al.t and requirements under the Federal Truth in Lending .Act, similar state and local consumer credit imvt and other regulations at :he Owner's and
Contractors principal placer of business, the location of the Project and elsewhere may affect the vaGJrry of this provision. Legal advice should re ohmareJ ,nth
respect m deletions or modgicanons. and also regarding regnvements such at written disclosures or wooers.)
7.3 Other provisions:
None
ARTICLE 8
TERMINATION OR SUSPENSION
8.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of the General Conditions.
8.2 The Work may be suspended by the Owner as provided in Article 11 of the General Conditions,
ARTICLE 9
ENUMERATION OF CONTRACT DOCUMENTS
9.1 The Contract Documents, except for Modifications issued after execution or this Agreement. are enumerated as follows:
9.1.1 The Agreement is this executed Standard Form of Agrcetnent Between Owner and Contractor. AIA Document .A11)1. 195%
Edition.
9.1.2 The General Conditions :ire the General Conditions of the Contract for Construction. AIA Document A201, 1737 Edition.
9.1.3 The Supplenwntan' and other Conditions of the Contract are those contained in the Project Manila/ dated March 3 1'P)9,
.\I.\ D()ct'SIEN7 :\IMI • UwNCILCON'Tlt:\C1'Ult :\Ult!il:\IEENI' - 'I'\\'Iit.FI'll CDIIIUN - .U.\ • Ct)I'vlt!UIIT 19S7 • 'rlir \.\IERIC.\N INSTII'i -'I'P. O)F
.\ItCIIII LCTS. 1777 NEW YORK .\CLNt:I:. N.\\'. W:\51!INt1 t'UN. D.C.. ]uuuG 3"/1, w;\RNING. Cnl,car.ad Phut"011% beg dolor.'. U.S :,•P.nghl 4w. .Ind
.uh)ca to I. sl Prv.ccu6ou. 'flit. J„cuntcnl ws. cicnronically ProJuaol with pcnnin.rart lute . U.\ and un Sc rcpnduccd wah,wl arol.ah,n unlit Iltc boa ot.np,r.no,n y
n.nkd ''Ia..
Electronic Forman AI )I -17X%
User Document: F-CAST.DOC -- 3/26/1999. AIA License Number 131378. which expires on 6/30/1999-. Page »a
arid are as follows:
Document Title
....•.... _.. _ ... Pages
00320 Geotechnieal Data I
00330 E.xictinc Conditions I
and
with attachn)crt of AIA
9.1.4 The Specifications arc those contained in the Project Manual dated as in Subparagraph 9.1.3, and arc as follows:
(Either hit the Spectflcartons here or re/:r roan exhibit attached ro thu Agreelnenr.
Document Title P:IgVes
Divisions I through 4 as listed in the Table of Conicuts and Sections 01 501) and 02937 in the Project Manual dated March S. 1999
9.1.5 The Drawings arc as follows, and arc dated Mardi S. 1999 unless a different date is shown below
(Elrher fur the Drawings here or refer to an exhibit attached to this Agrelinenr.)
Number Date
Pa;;gs
9.1.6 The addenda, if any, are as follows:
Number Date
Pages
None
Portions of addenda relating to bidding requirements are not part of the Contract Documents unless the bidding requirements arc
also enumerated in this Article 9,
9.1.7 Other documents. if amp. forming part of the Contract Documents arc as follows:
(!:a here an.' add:nonat doeurnenrs tench are intended ro form parr of the Contract Doc:nllent, The Central Conditions provide that bidding requtrc•rnentr ruch :is
advernse•rienr or invitation to hid. /•r rrr;Ic::onI CO :lidders. follicle /brim and the Contractor's hid are not part of the Contract Docmnenu unless en intera:e;l in this
.; greemenr. They tholdd he listed here only if intended to be par: o/tire Contract Documen(s.)
This Agreement is entered into as of the day and pear first written above and is executed in at least three original copies of which
one is to be delivered to the Contractor, one to die Architect for use in the administration of the Contract, and the remainder to cite
Owner.
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PROJECT MANUAL
FOR
WILSON PARK CASTLE RENOVATIONS
PHASE III
CITY OF FAYETTEVILLE
FAYETTEVILLE,ARKANSAS
PROJECT NO. 99015
DEL0NY
3
DAVIDSON, INC.
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I HEREBY CERTIFY THAT THESE PLANS AND SPECIFICATIONS HAVE BEEN PREPARED BY ME, OR
UNDER MY SUPERVISION. I FURTHER CERITY THAT TO THE BEST OF MY KNOWLEDGE. THAER
PLANS AND SPECIFICATIONS ARE AS REQUIRED BY LAW AND IN COMPLIANCE WITH THE
ARKANSAS FIRE PREVENTION CODE FOR THE STATE OF ARKANSAS. (AFPC VII -303)
SIGNATURE
WITTENBERG, DELONY AND DAVIDSON, INC.
ARCHITECTURE & INTERIOR DESIGN
100 W. CENTER STREET, SUITE 102
FAYETTEVILLE, ARKANSAS 72701
(501)443-6666
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TABLE OF CONTENTS
FOR
WILSON PARK CASTLE: RENOVATIONS
PHASE III
FAYETTEVILLE, ARKANSAS
PROJECT NO. 99015
Mu .N
DOCUMENT NO. TITLE
00100 BID SOLICITATION
00200 INSTRUCTIONS TO BIDDERS
00320 GEOTECHNICAL DATA
00330 EXISTING CONDITIONS
00400 BID FORM
00600 BONDS
00700 GENERAL AND SUPPLEMENTARY CONDITIONS
DIVISION 1 - GENERAL REQUIREMENTS
SECTION NO. TITLE
01100 SUMMARY OF WORK
' 01230 ALTERNATES
01450 TESTING AND LABORATORY SERVICES
DIVISION 2 - SITE CONSTRUCTION
SECTION NO. TITLE
02200 DEMOLITION AND SITE PREPARATION
02300 EARTHWORK
02375 TEMPORARY EROSION CONTROL
02770 CONCRETE SIDEWALKS
'• DIVISION 3 - CONCRETE
SECTION NO. TITLE
03100 CONCRETE FORM WORK
U
03200 CONCRETE REINFORCEMENT
03300 CAST -IN -PLACE CONCRETE
DIVISION 4- MASONRY
SECTION NO. TITLE
04100 MORTAR
04150 MASONRY ACCESSORIES
04200 UNIT MASONRY
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' 99015- Wilson Park Castle Renovations
'fable of Contents - 1
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BIDDING AND CONTRACT. DOCUMENTS
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DOCUMENIMUM
BID NO. 99-36 BID SOLICI'T'ATION
1.01 Scaled bids for construction/addition & remodeling of Wilson Park Castle Renovation Phase
1• III, in Fayetteville, Arkansas will be received until 4:oo p.m.,Tuesday, March 23rd in the City
Purchasing Office, City of Fayetteville Administration Building at 113 West Mountain Street,
Fayetteville, Arkansas 72701, and then will be publicly opened and read aloud.
1.02 The work includes Site Preparation and Improvements, General Construction, all to be let
' under one prime contract.
1.03 A cashier's check, certified check, or acceptable bidder's bond payable to the Owner in an
amount not less than 5% of the base bid submitted must accompany each bid over $20,000 as
a guarantee that, if awarded the contract, the bidder will promptly enter into a contract and
execute such bonds as may be required.
1.04 Copies of drawings, specification and other proposed contract documents are on file and are
open to inspection at the following places:
City Purchasing Office
City of Fayetteville, Administration Building
113 West Mountain Street, Fayetteville, Arkansas 72701
1 1.05 Invited contractors may obtain up to three (3) sets of contract documents from City Purchasing
Office, City of Fayetteville.
1.06 The Owner reserves the right to waive any formalities in, or to reject any or all bids.
1.07 All bidders over $20,000 shall conform to the requirements of the Arkansas State Licensing
Law for Contractors set forth in Act 150 of the 1965 General Assembly. No bidder may
withdraw his bid within 60 days after the date of the opening thereof.
By: Ms. Peggy Vice
Director of Purchasing
' City of Fayetteville
END OF DOCUMENT 00100
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DOCUMENT 1)12110
INSTRUCTIONS TO BIDDERS
PART 1 . GENERAL
I.01 DESCRIP'T'ION OF BID
A. BASE BID Phase 3: Work includes Site Preparation and Improvements, General
Construction and electrical work as shown on the Drawings and described herein, all to
be let under one prime contract. Scope includes building of rock planter and retaining
'
walls.
1.02 EXAMINATION OF PREMISES
A. Before submitting his quotation, Contractor will be held to have examined the premises
and satisfied himself as to existing conditions under which he will be obligated to
operate, or that will in any manner affect Work under this contract.
B. Bidder must inform himself fully of conditions relating to construction of project and
employment of labor. Failure to do so does not relieve successful bidder of his
obligation to furnish material and labor necessary to carry out provisions of his
' contract. Insofar as possible Contractor, in carrying out his Work, must employ such
methods or means to avoid any interruption of or interference with Work of any other
' Contract.
1.03 CONTRACTOR'S LICENSE
' A. Parties quoting $20,000 or over on this Work must comply with all requirements and
regulations of Contractor's License Law of the State of Arkansas, as set forth in Act
' 150 of the 1965 General Assembly, as amended.
1.04 BID FORMS
A. Bids must be submitted on forms included in Document 00400 of Project Manual.
Submit one copy.
B. Place Bid Documents, scaled in envelope, and clearly labeled with words "Bid
Documents". Show job name and number, name of bidder, Arkansas Contractor's
License Number, date and time of opening.
' C. In case of discrepancy between written amounts shown by bidder and amounts in
numerical figures on bid form, the amount written out rather than amount in numerical
figures shall govern.
1.05 INTERPRETATIONS
IA. No interpretation of plans, specifications or other hid documents will be made to any
bidder orally. Requests for such interpretation should be in writing addressed to
' 99015- Wilson Park Castle Renovation 00200-I
Wittenberg, Delony & Davidson, 100 West Center St., Suite 102, Fayetteville,
Arkansas 72701. TO BE GIVEN CONSIDERATION, REQUESTS FOR
INTERPRETATION MUST BE RECEIVED AT LEAST FIVE (5) WORKING
DAYS PRIOR TO DATE FIXED FOR OPENING OF BIDS.
B. Interpretation and supplemental information is issued in the form of written addenda
mailed to prospective prime contract bidders. ADDENDA WILL NOT BE ISSUED
WITHIN THREE (3) WORKING DAYS PRIOR TO DATE FIXED FOR
OPENING OF BIDS. Failure of bidder to receive any addendum or interpretation
shall not relieve bidder from obligation under his bid as submitted. All addenda so
issued shall become part of contract documents.
C. Should an error, inconsistency or omission be found in the Bid Documents after the Bid
Opening, the Contractor will be deemed to have prepared his bid based upon the more
costly way of performing the Work.
D. Anything mentioned in the Specifications and not shown on the Drawings or shown on
the Drawings and not mentioned in the Specifications is to have the same effect as if
shown or mentioned in both. ,
1.06 BID GUARANTY
A. Any bids over $20,000 must be accompanied by bid guaranty of not less than five
percent (5 %) of the amount of bid, and at option of bidder may be certified check,
bank draft, or bid bond secured by surety company. Certified check or bank draft
must be make payable to order of Owner. Bid guaranty shall insure execution of
contract and furnishing of performance and payment bond or bonds by successful
bidder.
1.07 OPENING OF BIDS
A. At time and place fixed for opening of bids, every bid received within time fixed for
receiving bids will be opened and publicly reak aloud, unless the bid contains
irregularities in statutory requirements. Failure of bidder to respond to statutory
requirements listed on the bid form may result in the bid being declared nonresponsive
and the bid will not be considered for the purposes of awarding a Contract. ,
1.08 WITHDRAWAL OF BIDS PRIOR TO BID OPENING
A. Bids may be withdrawn on written or telegraphic request dispatched by bidder in time
for delivery in normal course of business prior to time fixed for opening; provided, that
written confirmation of any telegraphic withdrawal over signature of bidder is placed in
the mail and postmarked prior to time set for bid opening. Negligence on the part of
bidder in preparing his bid confers no right of withdrawal or modification of his bid
after such bid has been opened.
1.09 QUALIFICATIONS OF BIDDER I
99015- Wilson Park Castle Renovation
00200-2
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A. Owner may make such investigations as he deems necessary to determine ability of
' bidder to perform Work, and bidder shall furnish to Owner all such information and
data for this purpose Owner may request. Owner reserves right to reject hid of any
bidder who has previously failed to perform properly, or to complete on time, contracts
' of similar nature; who is not in position to perform contract, or who has habitually and
without just cause neglected payment of bills or otherwise disregarded obligations to
subcontractors, materialmen, or employees.
' 1.10 POWER OF ATTORNEY
A. Attorneys -in -fact who sign bid bonds or contract bonds must file with each bond a
certified and effectively dated copy of their power of attorney.
' 1.11 LAWS AND REGULATIONS
A. Bidder's attention is directed to the fact that all applicable State laws, municipal
ordinances, and rules and regulations of authorities having jurisdiction over
construction of project shall apply to contract throughout, and they will be deemed to
be included in contract the same as though written out in full.
1.12 BID FORMALITIES AND REJECTION OF BIDS
IA. Owner reserves right to waive any formalities in a bid or to reject any or all bids.
' 1.13 "CALL BEFORE YOU DIG" STATE LAW
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A. An Arkansas State Law passed by the 1991 Legislative Session requires that at least
two days advance notice be given by calling 1-800-482-8998 before digging on a
construction project using mechanized equipment. This is a free service. Failure to do
so can result in a penalty ranging up to the amount of 510,000.
PART 2 - PRODU_CIS (Not Applicable)
PART 3 - EXECU17O.N (Not Applicable)
END OF DOCUMENT 00200
' 99015- Wilson Park Castle Renovation 00200-3
- __-DOCUMENT 0032x!
CEOTECHNICAL DATA
PART -L -GENERAL
1.01 SOILS REPORT
A. A geotcchnical investigation of the site has not been made for this Project. Test
borings and other exploratory operations may he performed by Contractor, at his own
expense; however, no change in the Contract Sum will he authorized for such
exploration. Architect and Owner will not he responsible for interpretations or
conclusions drawn by Contractor from his own investigations.
B. It will be the responsibility of the contractor to provide a stable base for all elements
of the construction reguardless of existing soil conditions.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF DOCUMENT 00320
99015- Wilson Park Castle Renovation 00320-I
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DOCUMENT 00330
EXISTING CONDITIONS
PART 1 - GENERAL
1.03 SITE CONSTRAINTS
A. Existing Site Conditions: The Site is within an existing, fully functioning public park.
The park will remain functioning during the construction of this project. Great care
shall be taken to insure the safety and welfare of all park patrons at all times. Provide
fences, barriers and/or other conditions as necessary to insure safety and welfare of all
park patrons at all times.
B. Existing Site Restrictions:
1. No areas other than those required by construction will be closed during
construction.
2. On -site parking, other than within areas to be defined by Owner for Contractor
staging, is prohibited.
3. Existing pond on site is spring fed from under the castle, and will require to
be diverted around the construction by some means that will not disturb the
castle and surrounding area any more than necessary. Coordinate with owner.
4. Electrical contractor to investigate existing electrical service and locations of
existing electrical at the site. Provide for proper electrical feed to new work as
required by existing conditions. Meet all code requirements and standards.
Et Z2.PRODQC7:S (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF DOCUMENT 00330
' 99015- Wilson Park Castle Renovation 00330-I
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WILSON PARK CASTLE RENOVATION
PHASE THREE
FAYETTEVII,LE, ARKANSAS
PROJECT NO. 97017
Proposal of
(hereinafter called "Bidder"): (Strike Out Following Inapplicable Items)
_49_CUMENT 00400
BID FORM
I. An Corporation,
(State)
2. A Partnership, or
' 3. An Individual doing business as
To:
' Gentlemen:
' Bidder, in compliance with bid solicitation for construction/ additions and remodeling of Wilson Park
Castle Renovation-Phaselll having examined plans and specifications with related documents and site
' of the proposed Work, and being familiar with all conditions surrounding proposed project, including
availability of materials and labor, hereby proposes to furnish labor, materials, and supplies, and
construct project in accordance with Contract Documents, within time set forth therein, and at prices
' stated below. Prices are to cover all expenses incurred in performing Work required under Contract
Documents, of which this proposal is a part.
Bidder hereby agrees to commence work under this contract on or before date specified in written
"Notice to Proceed" and fully complete project within time stipulated in specifications.
Bidder acknowledges receipt of the following addenda:
No.. Date:. _ _ No. Date:__ No. Date:
' No.Date. No. Date: No. Date: __
' LIST. 01:.t!EffUfLliA1,1:ERNATES
(Refer to Section 01230 - Alternates for detailed description)
DEDUCTIVE ALTERNATE NO.1: Deduct the sum of
_Dollars (S ) for all work related to the construction and complete installation of the
castle decorative fountain.
99015- Wilson Park Castle Renovation 00400-1
BASE BID Phase Three: Bidder agrees to perform all Work described in the Project Manual and
shown on the Drawings for the sum of
Dollars ($ ).
Bidder understands that Owner reserves right to reject any or all bids and to waive any informalities in
the bidding. Bidder agrees bid shall be good and may not be withdrawn for period of sixty (60) days
after scheduled closing time for receiving bids.
Upon receipt of written notice of acceptance of bid, Bidder will execute formal contract within ten
(10) days and deliver Surety Bond or Bonds for bids over $20,000 as required by Document 00600.
By:
(Signature)
(Title)
(Business Address)
Ark License No.
(For, bids over $20,000)
(Seal - If bid is by a Corporation)
99015- Wilson Park Castle Renovation 00400-2
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' 1.01 CONTRACTOR'S GUARANTY BOND
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BONDS
A. For bids over $20,000, Contractor shall furnish "Performance and Payment Bond" in
amount equal to 100% of contract price, as security for faithful performance of this
contract and for payment of all indebtedness for labor and materials furnished or
performed in connection with this contract. Bond shall be written by surety company
which has qualified and is authorized to do business in the State of Arkansas and must
be executed by a resident local agent who is entitled to full commission paid local
agents and who is licensed by the Insurance Commissioner to represent surety company
executing said bond and filing with said bond, his power of attorney as his authority.
Mere countersigning of a bond will not be sufficient. Bond shall be written in favor of
Owner, and executed pursuant to terms of Act 351 of 1953 of the Arkansas State
Legislature, as amended. An original and two copies of bond must be furnished, with
power of attorney attached to each. Bond must not be dated prior to date of the
contract. Contractor shall file (not record) the original with the Clerk in the Circuit
Court of the County in which Work to be performed is located. Contractor to pay all
expenses incident the filing of bond. Remaining two copies should be certified by the
Clerk to evidence filing of original, and these two copies submitted to Architect.
PART 2- PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF DOCUMENT 00600
I99015 -Wilson Park Castle Renovation 00600-I
DOCUMENT 00700
' GENERAL AND SUPPLEMENTARY CONDITIONS
PART I - GENERAL.
' 1.01 AUTHORITY
A. General Conditions and Supplementary Conditions are an integral part of all sections of
Project Manual. Their contents and provisions shall be carefully noted in performance
' of Work. The terms and conditions of the General and Supplementary conditions will
be used to govern all work bid or provided as part of this project.
1.02 GOVERNING STANDARD DOCUMENT
A. "General Conditions of the Contract for Construction", Document No. A201 of
American Institute of Architects, Fourteenth Edition dated 1987, Articles I through 14
inclusive, will be used to govern the actions of all work provided. The General and
Supplementary conditions. A copy of the General conditions is on file and available
' for review at the Architect's office. Failure to inspect and understand the General
Conditions will not release the Contractor from the terms and requirements of the
document.
' 1.03 AMENDED PROVISIONS
' A. Where any article or articles of above A.I.A. General Conditions are supplemented by
Supplementary Conditions, provisions of such articles shall remain in effect and
' supplementary provisions shall be considered as added thereto. Where any such article
or part of such article is amended, voided or changed by Supplementary Conditions,
provisions not specifically so amended, voided or changed shall remain in full effect.
Where provisions of Supplementary Conditions arc at variance or conflict with
provisions of the A.I.A. General Conditions, Supplementary Conditions shall govern.
A.I.A. General Conditions and Supplementary Conditions apply to all Work in every
' Division or Section of these Specifications. The following Supplementary Conditions
are included as a part of this work and are as follows.
' 1.04 SUPPLEMENTARY CONDITIONS
' A.
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GENERAL PROVISIONS (EXECUTION, CORRELATION AND INTENT)
Delete subparagraph 1.2. I in Article I of the General Conditions and substitute the
following:
"1.2.1 The Architect shall identify those contract documents which arc a part of the
Agreement".
B. CONTRACTOR (SUPERVISION AND CONSTRUCTION PROCEDURES)
Add subparagraph 3.3.5 under Paragraph 3.3 of Article 3 of the General Conditions as
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99015- Wilson Park Castle Renovation
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follows:
"3.3.5 Contractor (1) shall review any specified construction or installation procedure
(including those recommended by manufacturers); (2) shall advise the Architect (a) if
the specified procedure deviates from good construction practice, (b) if following the
procedure will affect any warranties, including the Contractor's general warranty, or
(c) of any objections the contractor may have to the procedure; and (3) to propose any
alternative procedure which the Contractor will warrant."
C. CONTRACTOR (LABOR AND MATERIALS)
1. Add Subparagraphs 3.4.3 and 3.4.4 under Paragraph 3.4 of Article 3 of the General
Conditions as follows:
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"3.4.3 All contractors and subcontractors engaged in the Owner/Contractor Agreement shall
conform to the labor laws of the State of Arkansas and the various acts amendatory and '
supplementary thereto; and to all other laws, ordinances and legal requirements applic-
able thereto."
D. CONTRACTOR (WARRANTY)
E.
Refer to subparagraph 3.5.1 in Article 3 of the General Conditions and add the
following:
"The Contractor shall guarantee and warrant his and his subcontractor's work and
materials (including the materials and work of suppliers of the Contract and his
subcontractors) for a period of one year from the date of Substantial Completion. This
Warranty shall be for a longer period on certain items if so designated in the
Specifications. The foregoing one-year guaranty and warranty shall not in any way
limit, restrict or affect the liability of the Contractor, or his subcontractors, for
indemnity as provided for in this Contract, nor shall it in any way shorten the period of
limitation fixed by law for the filing of any action against the Contractor for
enforcement of the or breach of any provision of the contract documents. Should the
Contractor elect to use any of the equipment in the building during the construction
period, he shall make arrangements with the subcontractor or supplier of the equipment
for any extension of warranty of that equipment made necessary by such use. The
Warranty period for such equipment to the Owner shall not be reduced by the use of
equipment by the Contractor".
CONTRACTOR (SHOP DRAWINGS, PRODUCT DATA AND SAMPLES)
Delete Subparagraph 3.12.8 in Article 3 of the General Conditions and substitute the
following:
"The Contractor shall not be relieved of responsibility for deviations from requirements
of the Contract Documents by the Architect's approval of Shop Drawings, Product
Data, Samples or similar submittals unless the Contractor has specifically informed the
Architect of such deviations in a separate writing or by submitting a separate written
99015- Wilson Park Castle Renovation 00700-2
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request for change at the time of submittal and the Architect has given written approval
Ito the specific deviation. The Contractor shall not be relieved of responsibility for
errors or omissions in Shop Drawings, Product Data, Samples or similar submittals by
the Architect's approval thereof".
F. ADMINISTRATION OF THE CONTRACT (ARCHITECT'S
ADMINISTRATION OF THE CONTRACT)
1. Add sub -subparagraph 4.2.4.1 under subparagraph 4.2.4 of Article 4 of the General
' Conditions as follows:
"4.2.4.1 Any direct communications between Owner and Contractor that affect the
performance or administration of the Contract shall be made or confirmed in
writing, with copies to the Architect, and any such communications that
represent a modification of the Contract requirements will be documented
' appropriately. Any communications among the Architect and Subcontractors
shall be confirmed in writing to the Contractor."
' G. ADMINISTRATION OF THE CONTRACT (ARBITRATION)
1. In the 12th line of subparagraph 4.5.1 in Article 4 of the General Conditions change
"upon written demand of either party" to read "if both parties agree to arbitrate".
' H. ADMINISTRATION OF THE CONTRACT (ARBITRATION)
1. In Subparagraph 4.5.2 of Article 4 of the General Conditions, after the words
' "Construction Industry Arbitration Rules of the American Arbitration Association
currently in effect, unless the parties mutually agree otherwise," add the words,
"subject to applicable laws of the State of Arkansas."
I. SUBCONTRACTORS (AWARD OF SUBCONTRACTS AND OTHER
CONTRACTS FOR PORTIONS OF TILE WORK)
I. Add subparagraph 5.2.5 in Article 5 of the General Conditions as follows:
"5.2.5 Where any of the provisions of this Paragraph 5.2 of Article 5 conflict with Act 477 of
1961 of the State of Arkansas, as amended, the provisions of Act 477 and amendments
thereto shall govern.
' J. CHANGES IN THE WORK (CHANGE ORDERS/CONSTRUCTION CHANGE
DIRECTIVES)
I. Refer to subparagraphs 7.2.2, 7.3.3 and 7.3.6 in Article 7 of the General Conditions
and make the following changes:
' "7.2.2 Change the last two words in this paragraph "Subparagraph 7.3.3" to Subparagraph
7.3.6."
"7.3.3 Omit subparagraphs 7.3.3.1 through 7.3.3.3. Retain subparagraph 7.3.3.4."
' 99015- Wilson Park Castle Renovation 00700-3
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"7.3.6 The value of any such extra work for a single change order or construction change
directive where changes are performed by the contractor using his own forces shall be
determined in one or more of the following ways:
a. By estimate and acceptance of a lump sum where the total amount of the change
is $50,000 or less. The lump sum will be computed as follows:
(1) Net cost of materials, plus state sales tax.
(2) Net delivery cost.
(3) Net placing cost, plus W.C. Insurance premium and FICA tax.
(4) Overhead and Profit charge not to exceed 12% on items 1, 2 and 3.
(5) Allowable bond premium on items 1, 2, 3, and 4.
Credit for work omitted, which was included in the original contract,
shall be computed on the same basis, except that the Contractor's share
of overhead and profit percentage is 7%.
The Contractor shall be required, if called upon, to furnish the original
bills and payrolls and support the statement with proper affidavits. The
burden of proof of the costs rests upon the Contractor.
b. By unit prices named in the contract or subsequently agreed upon. '
c. By cost and percentage or by cost and a fixed fee, to be computed according to ,
above formula.
K. PAYMENTS AND COMPLETION (APPLICATIONS FOR PAYMENT)
1. Delete Paragraph 9.3 through 9.9.3 of Article 9 in the General Conditions and
substitute the following Paragraphs 9.3 in lieu thereof:
"9.3 All work will be completed inspected and approved before any payment is made. All
work anticipated will be completed on a single lump sum payment schedule after the
work is complete. No partial or monthly payments wil be allowed."
J. INSURANCE
1. The Contractor shal furnish a certificate of insurance addressed to the Owner, showing '
that he carries the following insurance which shall be maintained throughout the term
of the project. Any work sublet, the contractor shall require the subcontractor
similarly to provide worker's compensation insurance. In case any employee engaged
in work on the project under this contract is not protected under Worker's
Compensation Insurance, the Contractor shall provide and shall cause each
Subcontractor to provide adequate employer's liability insurance for the protection of
such of his employees as are not otherwise protected.
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99015- Wilson Park Castle Renovation 00700-4 '
Worker's Compensation
Satutory Amount
Comprehensive General &
Automobile Insurance
Bodily Injury Liability $250,000 for each person injured.
$500,000 for each accident.
Property Damage Liability $100,000 for each accident.
$250,000 aggregate.
The premiums for all insuance required herein shall be paid by the contractor.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF DOCUMENT 00700
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DIVISION 1
GENERAL REQUIREMENTS
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SECTION 01100
SUMMARY OF WORK
1.01 CONTRACT BASIS
A. Work is based upon conditions at site, Project Manual, contract Drawings for Project
No. 97017, dated March 8, 1999, all addenda issued and the Contract executed
between Owner and Contractor.
1.02 GENERAL SITE REQUIREMENTS
A. Do not close or obstruct streets, walks or other occupied or used facilities without
permission from authorities having jurisdiction. Provide alternate routes around closed
or obstructed traffic ways.
B. Ensure safe passage of persons around areas of construction. Conduct operations to
prevent injury to adjacent buildings, structures, facilities and persons.
1.03 OWNER
' A. Wherever term "Owner" or "Owners" is used in Project Manual it refers to Connie
Edmonston, Director Parks and Recreation. City of Fayetteville. All papers required to
tbe delivered to Owner shall be delivered to City Administration Building, 113 West
Mountain Street, Fayetteville, Arkansas 72701.
1.04 ARCHITECT
IA. Wherever term "Architect" or "Architects" is used in these specifications it refers to
Wittenberg, Delony & Davidson, Inc., Architecture & Interior Design, 100 West
Center St., Suite 102, Fayetteville, Arkansas 72701.
1.05 TIME FOR COMPLETION
IA. Time for completion of all Work under this contract is 60 consecutive calendar days
from date of written notice to proceed for each separate phase.
' 1.06 RESPONSIBILITIES OF CONTRACTOR
A. Except as otherwise specifically stated in the contract, Contractor shall provide and pay
for all materials, labor, tools, equipment, water, light, heat, power, transportation,
superintendence, temporary construction of every nature, taxes legally collectible
' because of the Work and all other services and facilities of any nature necessary to
execute Work as shown and/or specified under the contract and deliver it complete in
every respect within specified time.
B. If, during the course of construction of this project, the Contractor discovers errors,
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99015 -Wilson Park Castle Renovation
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inconsistencies or omissions in the Contract Documents, the Contractor will report
them to the Architect who will issue written instructions to the Contractor. If the
Contractor performs Work knowing there is an error, inconsistency or omission in the
Contract Documents without giving notice to the Architect or receiving written
instruction from the Architect, the Contractor assumes responsibility for the Work and
will bear all costs associated with the performance or correction of the Work.
1.07 COORDINATION OF WORK
A. General Contractor to give special attention for coordination of work by various trades
to provide uniform and symmetrical layout and spacing of exposed components which
affect the finished architectural design and appearance. Where spacing and related
locations are not specifically shown on the drawings, or where in doubt, Contractor's
Superintendent shall consult Architect's Representative prior to installation of that part
of the Work. Location of electrical and telephone outlets shall be verified with
Architect prior to installation.
1.08 PRECONSTRUCTION CONFERENCE
A. Either before or soon after actual award of Contract (but in any event prior to start of
construction), Contractor or his representative shall attend Preconstruction Conference '
with representatives of Owner and Architect. Conference will serve to acquaint partici-
pants with general plan of contract administration and requirements under which
construction operation is to proceed, and will inform Contractor, in detail, of
obligations imposed on him and his subcontractors.
1.09 LIQUIDATED DAMAGES ,
A. It is understood and mutually agreed, by and between Contractor and Owner, that date
of beginning and time for completion of Work are essential conditions of the contract;
and it is further mutually understood and agreed that Contractor shall commence Work
embraced in this contract on date specified in Written Notice to Proceed and fully
complete Work within 60 consecutive calendar days. Contractor agrees to prosecute
regularly, diligently, and uninterruptedly said Work at rate of progress as will complete
Work within time specified. It is expressly understood and agreed, by and between
Contractor and Owner, that time for completion of Work described is reasonable time
for completion of same, taking into consideration average climatic range and usual
industrial conditions prevailing in this locality. If Contractor neglects, fails or refuses
to complete work within time specified, or within any proper extension granted by
Owner, then Contractor does hereby agree, as a consideration for awarding of this con-
tract, to pay Owner the amount of $100.00 per day, not as a penalty but as liquidated
damages for such breach of contract as hereinafter set forth, for each and every
calendar day that Contractor is in default after time stipulated in contract for complet-
ing Work. Said amount is fixed and agreed upon by and between Contractor and
Owner because of damages Owner would in such event sustain, and said amount is
agreed to be the amount of damages which Owner would sustain.
1.10 CONSTRUCTION DRAWINGS AND SPECIFICATIONS
99015 -Wilson Park Castle Renovation 01100-2 '
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A. Architect to furnish 3 sets of contract drawings and specifications, without cost, to
General Contractor for use in constructing Work. General Contractor to supply all
contract drawings and specifications to his subcontractors or material suppliers.
Additional sets or portions of contract drawings and specifications, beyond sets
furnished by Architect, requested by General Contractor, will be furnished for actual
cost of printing at General Contractor's expense.
B. Contract Documents (including all drawings, specifications, addenda and supplemental
information) will not be made available on computer disk or on reproducible sepia to
Bidders or Sub -bidders before the award of a Contract nor will they he made available
to the Contractor or Sub -contractors after the award of a Contract. Only conventional.
paper reproductions of such information will be made available to parties listed above.
Conventional reproductions of Contract Documents may be obtained by means de-
scribed in Document 00100 or as directed by Architect.
1.11 WORK TO BE PERFORMED BY THE OWNER
A. Owner will infill behind all new retaining walls and planter walls. No fill behind the
new construction will be required by the contractor.
1.12 WEATHER AND OTHER DELAYS
A. In addition to paragraph 4.3.8. 1&2 in the General Conditions it will be the
responsibility of the General Contractor to provide timely notice of suspected adverse
weather and other delays. The General Contractor shall submit a separate letter with
the payment request indicating the suspected number of adverse weather and other
delay days encountered and asked for, for the pay period.
B. The General Contractor shall provide back up data from the National Weather Service
showing the five year average annual rain fall for each month of weather delay days
asked for.
C. The amount of weather delay days accepted by the Architect will be those less the five
year average rain days for the month/period in question.
' 1.13 DEFINITION
A. The word "Provide", as used throughout these specifications, means furnish and install.
1.14 REFERENCE STANDARDS
A. Except as otherwise noted, references throughout Project Manual to Codes, Federal
Specifications, ASTM Standards, Association or Industry Specifications and other
published standards, are to latest edition or publication of such standards.
1.15 PERMITS
' A. Utilizing the contract documents (Project Manual and Drawings) prepared by the
' 99015 -Wilson Park Castle Renovation 01100-3
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Architect and his Consultants, along with information provided by the Owner or his
Consultants, the Contractor is responsible for securing permits required to successfully
complete the project. This responsibility includes payment for the permit and
coordination of all submittals.
1.16 INFORMATIONAL DRAWINGS
A. Drawings bound into working drawing set and labeled as informational drawings are
not part of the Contract Documents. Information on these drawings is for reference
and coordination only and is not a representation or warranty of existing or proposed
conditions. The Architect and Owner are not responsible for interpretations or
conclusions made by the Contractor based on these drawings.
1.17 EXCAVATION SAFETY PROCEDURES
A. In accordance with Act 291 of 1993 of the Arkansas State Legislature, the Contractor
shall include a separate pay item for trench or excavation safety systems for any trench
or excavation which equals or exceeds five (5) feet in depth and this pay item shall be a
part of the base bid.
B. The Occupational Safety and Health Administration (OSHA) Standard for Excavation
and Trenches Safety System, 29 CFR 1926, Subpart P is hereby incorporated into this
Project Manual by reference. A copy of this document is available for inspection at the
office of the Architect during regular business hours.
1.18 MINORITY PARTICIPATION
A. The Owner encourages minority Prime Bidders. Prime bidders are encouraged to seek
minority participation in the construction of this project. Each prime bidder shall
solicit sub -bids from qualified minority subcontractors and minority material suppliers.
In this regard, each prime bidder shall further be required to demonstrate proof of the
solicitation efforts by recording such solicitation(s) and reasons for selection and submit
such proof in a sealed envelop attached to the bid. Failure to provide written proof of
solicitation with the bid shall be considered "non -responsive" and cause for rejection of
the bid.
1.19 TREE PRESERVATION
A. The Contractor agrees to follow tree prservation and pruning requirements as set forth
in the City of Fayetteville Parks and Recreation Dividiosn Landscape Manual.
Sections pertaining to site construction tree preservation are bound herin following this
section. A copy of this document is available for inspection at the office of the
Architect during regular business hours.
1.20 INSPECTION BY LOCAL, FEDERAL AND STATE OFFICIALS
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A. The Contractor awarded this
project
agrees
to allow
Local, Federal or State
inspectors
or others having jurisdiction,
acting
in their
official
capacity, to have access
to the job
99015 -Wilson Park Castle Renovation 01100-4 ,
site.
1.21 SANITARY ARRANGEMENTS
A. Facilities are located within the park and are open to the public. If the Contractor
requires closer facilities he shall, at beginning of Work, provide premises suitable for
temporary convenience and enclosure for use of workmen on job. Maintain in sanitary
condition and remove at completion of Work or when directed by Architect.
1.22 TEMPORARY UTILITIES FOR CONSTRUCTION
A. Provide all electric service for lighting and power required for construction purposes.
B. Provide all water required for construction purposes. Run temporary lines and provide
necessary stand pipes.
C. Contractor to pay all utility charges until time of substantial completion.
PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF SECTION 01100
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' 1.01 DESCRIPTION OF REQUIREMENTS
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SECTION 01230
ALTERNATES
A. Type of Alternates: The alternates for this project are deductive type. The work
described under the alternates shall be included in the Contractor's base bid and
indicated as set forth on the Bid Form.
B. Definition: An alternate is an amount proposed by the Contractor and stated in the
proposal to the Owner that will be deducted from the base bid amount if the Owner
decides to accept the corresponding change in either scope of work or in products,
materials, equipment, systems or installation methods described in Contract
Documents.
C. Coordination: Coordinate related work and modify or adjust adjacent work as required
to ensure that work affected by each alternate is complete and fully integrated into the
project.
D. Include as part of each alternate, miscellaneous devices, appurtenances and similar
items incidental to or required for a complete installation whether or not mentioned as
part of the alternate.
1.02 DESCRIPTION OF DEDUCTIVE ALTERNATES
IDeductive Alternate No.!: All work related to the construction and complete installation of the
fountain in the castle pond.
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PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION (Not Applicable)
END OF SECTION 01230
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SE.CT)OXAM5
TESTING LABORATORY SERVICES
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1.01 SUMMARY
A. Section Includes: Testing laboratory services and inspection services.
B. Contractor to include, in Base Bid, cost of all field and laboratory testing which is
required by various sections of Technical Divisions of these specifications. This will
include, but is in no way limited to the following tests:
I. Soil Compaction
2. Soil Bearing
3. Concrete:
a. Making "Test Cylinders
b. Compression Tests
4. Other tests required by Specification Sections
1.02 QUALIFICATIONS OF LABORATORIES
A. Meet "Recommended Requirements for Independent Laboratory Qualification",
published by American Council of Independent Laboratories.
B. Meet basic requirements of ASTM E329, "Standards of Recommended Practice for
Inspection and Testing Agencies for Concrete and Steel as used in Construction".
C. Authorized to operate in state where project is located.
D. Testing equipment must be calibrated at reasonable intervals by devices of accuracy,
traceable to either National Bureau of Standards or accepted values of national physical
constants.
1.03 LABORATORIES DUTIES
A. Perform specified inspections. sampling and testing of materials and methods of
construction. Comply with specified standards. Ascertain compliance of materials with
requirements of projects.
B. Promptly notify Architect and Contractor of observed irregularities or deficiencies of
work or products.
C. Promptly submit written report of each test and inspection; two copies to Architect and
one copy to Contractor for record document files. Each report shall include the
following:
I. Date issued
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2. Project title and number
3. Testing laboratory name, address and telephone number
4. Name and signature of laboratory inspector
5. Date and time of sampling or inspection
6. Record of temperature and weather conditions
7. Date of test
8. Identification of product
9. Location of sample or test in project
10. Type of inspection or test
11. Results of tests and compliance with contract documents
12. Interpretation of test results, when requested by Contracting Officer
1.04 LIMITATIONS OF AUTHORITY OF TESTING LABORATORIES
A. Laboratories shall not be authorized to release, revoke, alter or enlarge on requirements
of contract documents; approve or accept any portion of work or perform any duties of
Contractor or Architect.
1.05 CONTRACTOR'S RESPONSIBILITIES
A. Cooperate with laboratory personnel, provide access to work and operations.
B. Secure and deliver to laboratory adequate quantities of representational samples of
materials proposed to be used which require testing.
C. Provide laboratory
with preliminary
design
mix proposed to be used for concrete and
other materials mixes which require
control
by testing laboratory.
D. Furnish copies of manufacturer's test reports of products as required.
E. Furnish incidental labor and facilities as follows:
1. To provide access to work to be tested.
2. To obtain and handle samples at project site or at source of product to be tested.
wise *thfl.)l
3.01 REPAIR AND PROTECTION
A. Upon completion of inspection, testing, sample taking and similar services performed
on the work, repair damaged work and restore substrates and finishes to eliminate
deficiencies, including deficiencies in the visual qualities of exposed finishes. Protect
work exposed by or for testing activities and protect repaired work.
END OF SECTION 01450
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SEMONJ 50.0
TEMPORARY FACILITIES AND CONTROIS
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1.01 GENERAL SITE REQUIREMENTS
A. Do not close or obstruct streets, walks or other occupied or used facilities without
permission from authorities having jurisdiction. Provide alternate routes around closed
or obstructed traffic ways.
B. Ensure
safe passage of persons around areas of
construction.
Conduct operations to
prevent
injury to adjacent buildings, structures,
facilities and
persons.
1.02 SANITARY ARRANGEMENTS
A. Facilities are located within the park and are open to the public. If the Contractor
requires closer facilitier he shall, at beginning of Work, provide premises suitable for
temporary convenience and enclosure for use of workmen on job. Maintain in sanitary
condition and remove at completion of Work or when directed by Architect.
1.03 TEMPORARY UTILITIES FOR CONSTRUCTION
A. Provide all gas and electric service for heating, cooling, lighting and power required
for construction purposes.
B. Provide all water required for construction purposes. Run temporary lines and provide
necessary stand pipes.
' C. Contractor to pay all utility charges until time of substantial completion.
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END OF SECTION 01500
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• DIVISION 2
SITE CONSTRUCTION
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SEC'I'ION_422.4.4
DEMOLITION AND SITE PREPARATION
PART 1 -GENERAL
1.01 DESCRIPTION
A. Work Included: Site preparation includes, but is not necessarily limited to:
II. Temporary fencing and protective barricades.
2. Protection of trees and shrubs to remain.
3. Felling of trees removed, removal of stumps, roots and debris from Work.
' 4. Removal of obstructions which interfere with Work.
5. Stripping of topsoil and vegetation from earth areas of site.
6. Removal of concrete and removal of asphaltic concrete pavement.
7. Abandonment and capping wells or cisterns.
8. Demolition and removal of buildings or building elements.
9. Protection of active utilities and removal of utilities abandoned.
B. Related Work Described Elsewhere:
' I. Earthwork: Section 02300
1.02 QUALITY ASSURANCE
A. Workmen Qualifications: One person present during tree clearing and grubbing
' operations, thoroughly familiar with types of trees involved. Direct trimming of roots
and limbs where required.
I B. Codes and Standards:
Comply
with pertinent codes
and regulations,
plus requirements
I of insurance carriers
providing
coverage for Work.
1.03 JOB CONDITIONS
A. Dust Control: Prevent spread of dust during performance of Work. Thoroughly
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moisten surfaces required to prevent dust nuisance to public, neighbors, and concurrent
performance of other work on site.
IB. On -sire Burning: Will not be permitted.
IC. Protection: Protect existing objects not to be removed. In event of damage,
immediately make repairs and replacements necessary to approval of Architect at
Contractor's expense.
PART 2 - PRODUCTS
2.01 BARRICADES AND FENCE MATERIALS
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A. Materials required for barricades, tree protection and related fencing furnished by
Contractor. l
B. Contractor to provide tree preservation fencing and separation from work areas as
required by the drawings. i
2.02 FILL MATERIAL
A. Refer to Section 02300.
PART 3- EXECUTION ,
3.01 PREPARATION
A. Notification: Notify Architect at least two full working days prior to commencing
work. I
B. Site Inspection:
1. Prior to work of this Section, carefully inspect entire site and objects designated
to be removed or preserved.
2. Locate existing utility lines to be abandoned and determine requirements for
disconnecting and capping.
3. Locate existing active utility lines which are to remain and determine
requirements for their protection.
C. Clarification:
1. Drawings do not purport to show all objects existing on site. '
2. Before commencing work of this Section, verify with Architect all objects to be
removed and all objects to be preserved.
D. Scheduling:
1. Schedule work in a careful manner with necessary consideration for neighbors
and public.
2. Avoid interference with use of, and passage to and from, adjacent buildings and
facilities.
3.02 DISCONNECTION OF UTILITIES
A. Before commencing demolition or removal, and if not already accomplished,
disconnect or arrange for disconnection of utility service connections, including water,
gas, electricity, and telephone, to buildings to be demolished complying with
99015- Wilson Park Castle Renovations 02200-2 I
regulations of utility concerned. Plug sanitary sewer lines in accordance with local
requirements. Conduct operations at Contractor's expense and in manner to preserve
service to areas and structures not demolished. If underground utility services
disconnections are required in public thorough -fares, comply with removal and
restoration of pavement requirements and other pertinent matters.
B. Preserve in operating condition active utilities bordering or traversing site designated to
remain. Protect property, including, but not limited to, valve boxes, poles, guys and
related appurtenances. Repair damage to active utility, due to work under contract, to
satisfaction of utility concerned. Remove utility lines that are to be abandoned from
'building area.
' 3.03 STRIPPING TOPSOIL
A. Remove existing grass and overburden before excavating topsoil.
' B. Prior to beginning excavation or fill, strip the topsoil to a depth of at least 6 inches or
to a depth sufficient to remove all organic material and stockpile for future use.
C. In general, remove topsoil where structures are to be built, trenches dug and roads,
parking lots, walks and similar improvements constructed within the areas presently
' covered with topsoil. Take care not to disturb critical root zone areas. Coordinate
with Owner and Architect.
D. Store topsoil clear of the construction area as directed by Owner and Architect.
E. Take reasonable care to prevent the topsoil from becoming mixed with subsoil or
'
eroding.
' 3.05 PROTECTION
A. Erect temporary barricades and fencing required for preparation and construction
' operation.
3.06 PROTECTION OF TREES TO REMAIN
' A. At trees to remain, construct temporary barricade around tree at tree's approximate drip
line. Provide barricades at least 3 feet high, consisting of 2 inch by 4 inch or larger
' posts set at least 18 inches into ground, no more than 6 feet on centers, joined at top by
1 inch by 6 inch or larger boards firmly nailed to posts. Stretch orange construction
fencing between posts.
B. Trimming of Trees: In company with Owner and Architect, ascertain limbs and roots
which are to be trimmed and clearly mark them to designate approved cutting point.
Owner shall perform all work required to prune trees as necessary.
3.07 TREE/BRUSH REMOVAL
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A. Remove trees, brush and vegetation except trees which are to remain, from Project site.
Material resulting from clearing becomes property of Contractor, to dispose of by him.
B. Wet down areas where required during site clearing to prevent spread of dust.
C. Blasting on Project site is not allowed as a means of tree removal.
3.08 STUMPS AND ROOTS i
A. Remove completely stumps and roots from areas within building walls and 5 feet
outside building walls. Remove remaining stumps and roots to clear depth of not less
than 2 feet below subgrade level. Material resulting from grubbing becomes property
of Contractor, to dispose of by him. Burn no material on premises.
3.09 OBSTRUCTIONS
A. Remove existing obstructions from area to be occupied by Work under this Contract
unless otherwise specified herein, or specifically directed by Architect to remain.
3.10 PARKING METERS AND SIGNS
A. Arrange with municipal authorities for temporary removal and resetting of parking '
meters and signs. Pay all costs in connection therewith.
3.11 REMOVAL OF DEBRIS AND CLEANING '
A. Remove and legally dispose of rubbish and debris found on demolition area at start of
the Work that resulting from demolition activities or deposited on site by others during
the duration of contract. Keep project area and public right-of-way reasonably clear at
all times. Upon completion of work remove temporary construction, equipment,
salvaged materials, trash and debris leaving entire project area in neat condition.
END OF SECTION 02200 1
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' EARTHWORK
PART 1 - GENERAL
1.01 DESCRIPTION
' A. Work Included: Earthwork for this project includes but is not necessarily limited to:
I1. Layout of site improvements.
2. Excavating for foundations and other below grade work.
3. Filling and backfilling.
' 4. Rough and finish grading of the site.
5. Granular drainage fill.
B. Related Work Described Elsewhere:
I. Section 02200 - Demolition and Site Preparation
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1.02 SUMMARY
IA. Perform excavation regardless of type, nature or condition of materials encountered.
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B. There will be no extra compensation for dewatering.
1.03 JOB CONDITIONS
A. Dust Control: Control dust on and near the Work if dust is caused by Contractor's
operations during performance of the Work or if resulting from condition in which
Contractor leaves the site.
1.04 REFERENCES
A. Arkansas State Highway and Transportation Department, Standard Specifications for
Highway Construction, 1993.
1. AHTD Section 303 - Aggregate Base Course.
B. American Society for Testing and Materials, 1916 Race St. Philadelphia, PA 19103.
I. ASI'M D698 - Test for Moisture -Density Relations of Soils and Soil -Aggregate
Mixtures, Using 5.5 lb. Rammer and 12 in. Drop.
2. ASTM D1556 - Test Method for Density of Soil in Place by the Sand -Cone
Method.
3. ASTM D1557 - Test Methods for Moisture -Density Relations of Soils and Soil -
Aggregate Mixtures, Using 10 lb. Rammer and 18 in. Drop.
4. ASTM D2216 - Method for Laboratory Determination of Water (Moisture)
Content of Soil, Rock and Soil -Aggregate Mixtures.
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5. ASTM D2922 - Test Methods for Density of Soil and Soil -Aggregate in Place
by Nuclear Methods (Shallow Depth).
6. ASTM D3017 - Test Method for Moisture Content of Soil and Soil -Aggregate
in Place by Nuclear Methods (Shallow Depth).
1.05 DEFINITIONS
A. Relative Compaction: The ratio, in percent, of the as -compacted field dry density to '
the laboratory maximum dry density as determined by the Standard Proctor Test,
ASTM D698, or as determined by the Modified Proctor Test, ASTM D1557, as
applicable. Corrections for oversize material may be applied to either the as -compacted
field dry density or the maximum dry density, as determined by the Architect.
B. Optimum Moisture Content: Moisture content of the material for which the maximum '
dry density is obtained as determined by ASTM D698 or D1557. Field moisture
contents shall be determined on the basis of the fraction passing the 3/4" sieve.
C. Completed Course: A course or layer that is ready for the next layer or the next phase
of construction. I
PART 2- PRODUCTS
2.01 FILL ,
A. Free from roots, organic matter, trash and debris with maximum particle size of 1-1/2 '
inches.
B. Imported fill is to consist of clayey sand (SC), sandy clay (CL) or clayey gravel (GC). '
C. Alternate materials having a liquid limit not greater than 45 and approved by the
Architect.
D. It is intended that fill be obtained from the site to the maximum extent possible. I
2.02 IMPORTED GRANULAR FILL
A. Imported granular fill is to consist of a natural or artificial mixture of gravel and soil
mortar, uniformly well graded from coarse to fine.
B. Conform to the AHTD Section 303 classifications for Class 3, Class 4 or Class 7 as
required by existing soil conditions.
2.03 UNDERSLAB DRAINAGE FILL
A. Crushed stone or washed gravel, uniformly graded from 3/4" minimum size to 1-1/2" 1
maximum size.
99015- Wilson Park Castle Renovation
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2.04 COMPACTION EQUIPMENT
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A. Provide compaction equipment of suitable type and adequate to obtain the densities
specified.
H. Operate compaction equipment in strict accordance with the manufacturer's instructions
and recommendations.
C. Maintain equipment in such condition that it wilt deliver the manufacturer's rated
compactive effort.
D. Hand operated equipment shall be capable of achieving the specified densities.
2.05 MOISTURE CONTROL EQUIPMENT
A. Provide equipment for applying water of a type and quality adequate for the work; it
shall not leak and shall be equipped with a distributor bar or other approved device to
assure uniform application.
B. Provide equipment for mixing and drying out material consisting of blades, discs or
other approved equipment.
2.06 WATER REMOVAL EQUIPMENT
IA. Provide and operate equipment adequate to keep excavation and trenches free of water.
' 2.07 OTHER MATERIALS
IA. Provide materials, not specifically described but required for proper completion of
work of this Section, selected by Contractor subject to Architect approval.
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PART 3=L&EC-UTION
3.01 CLEARING AND GRUBBING
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Complete clearing and grubbing work as specified in Section 02200 prior to beginning
work in this section.
3.02 FIELD ENGINEERING/ COORDINATION
A. There are certain portion of this work which require to match existing elements or
specific heights, the Contractor is responsible for coordinating and verifing these
heights with the Owner and the Architect in the field.
B. The Contractor will employ and pay a competent, independent, Registered
Professional Land Surveyor with demonstrated ability to perform the layout work as
required.
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C. The Contractor will be responsible for the Surveyor's work of establishing points,
lines, elevations and verifying the same, as necessary to complete the work in this
project.
D. For use in establishing starting points for layout, existing benchmarks and property '
corners are shown on the Drawings.
E. If site conditions vary from those indicated, the Contractor shall notify the Architect '
immediately.
3.03 EXCAVATION '
A. Excavate subsoil required for foundations, construction operations and other work.
Excavate for structures to the lines and grades shown or as required to accomplish the
construction.
B. The method of excavation used is optional; however, no equipment shall be operated
within 5 feet of existing structures or newly completed construction.
C. Excavation that cannot be accomplished without endangering present or new structures
shall be done with hand tools.
D. Machine slope banks to angle of repose or less until shored.
E. Excavate to the depths and widths required. ,
F. Do not interfere with normal 45 degree bearing splay of foundations.
G. Allow for forms, working space, granular base and finish topsoil.
H. Do not carry excavation for footings and slabs deeper than the elevation shown. Fill
over excavations under footings with concrete of equal strength to that of the footing
when excavations are deeper than the elevation shown. I
I. Replace excavation carried below the grade lines shown or established by the Architect
with the same fill Material as specified for the overlying fill or backfill, compact as ,
required for such overlying fill or backfill.
J. Where the overlying area is not to receive fill or backfill, replace the over excavated '
material and compact to a density not less than that of the underlying ground.
K. Correct cuts below grade by similarly cutting adjoining areas and creating a smooth '
transition.
L. Hand trim excavation and leave free of loose matter.
M. Remove lumped subsoil, boulders and rock. ,
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N. Correct over excavated areas and unauthorized excavation at the Contractor's expense.
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O. Fill over excavated areas under structure bearing surfaces in accordance with direction
by Architect.
P. Stockpile excavated material from planters in area designated on site, as directed by
Owner and Architect. Remove subsoil from site.
3.05 EXCAVATION SAFETY
A. The Contractor shall be solely responsible for making the excavation in a safe manner.
Provide all work to meet OSHA 29CFR 1926 subpart P manual and all requirements.
' B. Provide appropriate measures to retain excavation sideslopes to ensure that men
working in or near the excavation are protected.
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3.06 DEWATERING EXCAVATION
A. Remove water during periods when concrete is being deposited, pipe is being laid and
placing of backfill unless water settling is required and at such other times as required
for efficient and safe execution of the work.
B. Accomplish removal of groundwater in a manner that will preserve the strength of the
foundation soils, will not cause instability of the excavation slopes and will not result in
damage to existing structures.
C. Where necessary to these purposes, lower water level in advance of excavation,
utilizing wells, wellpoints or similar methods.
D. Maintain the water level in the gravel stratum as measured in piezometers, a minimum
of 3 feet below the prevailing excavation.
E. Open pumping, sumps and ditches: If these methods result in boils, loss of fines,
softening of the ground or instability of slopes, they will not be permitted.
F. Install wells and wellpoints with suitable screens and filters so that continuous pumping
of fines does not occur.
G. Operate well points continuously so as to prevent boils and loss of consolidation.
If. Arrange discharge to facilitate collection of samples by Architect.
Avoid settlement or damage to adjacent property.
J. Dispose of water in a manner that will not damage adjacent property, as approved by
Architect.
' 3.07 UNDERCUTTING
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A. Undercut areas on the site that do not meet the permeability requirements to such depth
as to allow placement of sufficient impervious material as determined by permeability '
testing at borrow area as stated in Part 2 of this section.
B. Prior to placement of fill in the undercut area, scarify the upper 6" of subgrade and
compact to 90 percent of ASTM D1557.
3.08 FOUNDATION SUBGRADE PREPARATION
A. Prior to placement of overlying fill or concrete, compact the foundation subgrade to at I
least 95 percent relative compaction (Standard Proctor).
3.09 MOISTURE CONTROL
A. During compacting operations, maintain optimum practicable moisture content required
for compaction purposes in each lift of fill.
B. Maintain moisture content uniform throughout the lift.
C. Add water to the material at the site of excavation. Supplement, if required, by
sprinkling the fill.
D. At the time of compaction, maintain the water content of the material at optimum
moisture content, plus or minus 2 percent, except as otherwise specified for
embankments.
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E. Do not attempt to compact fill material that contains excessive moisture. ,
F. Aerate material by blading, discing, harrowing or other methods to hasten the drying
process.
3.10 FIELD DENSITY TESTS
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A. Test Methods: ASTM D2922, D1556, D2216 and D3017. '
B. Cooperate with testing work by leveling small test areas designated by the Architect. I
C. Backfill test areas.
D. Field density test shall be performed for every 50 cubic yards of fill material placed.
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E. Architect may order testing of any lift of fill at any time, location or elevation. '
3.11 DISPOSAL OF EXCESS EXCAVATION '
A. Dispose of excess excavated materials, not required or suitable for use as backfill or fill
off -site.
END OF SECTION 02300
99015- Wilson Park Castle Renovation 02300-6
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SECTION 02375
TEMPORARY EROSION CONTROL
PART 1 -GENERAL
1.01 SECTION INCLUDES
' A. Mulch Cover, Baled Straw Barrier and Silt Fence.
1.02 RELATED SECTIONS
A. Section 02300 Earthwork.
1.03 DESIGN REQUIREMENTS
A. Provide temporary application of mulch cover as a deterrent to soil erosion.
B. Provide baled straw between project earthwork operations and adjacent areas to prevent
' scouring, and eroding of soil, and silt runoff.
PART2-PRODUCTS
' 2.01 MATERIALS
A. Mulch Cover: Straw from threshed rice, oats, wheat, barley or rye; of wood excelsior;
or from hay obtained from various legumes or grasses, such as lespedeza, clover,
' vetch, soybeans, bermuda, carpet sedge, bahia, fescue or other legumes or grasses, or a
combination thereof. Mulch shall he dry and reasonably free from Johnson grass or
other noxious weeds, and shall not be excessively brittle or in an advanced state of
decomposition. All material will be inspected and approved prior to use.
B. Straw Bales: Straw for barrier hales shall consist of bales of rice, oat, barley, wheat or
' rye straw or of available grasses free of an excessive amount of noxious weeds. Bales
shall weigh approximately 35 pounds. Straw in an advanced state of decomposition
will not be acceptable.
C. Filter Fabric: Typar 3401, Trevira S1 115, or approved equal nonwoven polypropylene
' or polyester fabric.
PART 3 - EXECUTION
' 3.01 EXAMINATION
IA. Ensure that earthwork and final grading in area requiring erosion control have been
brought to grade as required by Contract Documents.
3.02 INSTALLATION
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A. Straw Bale Filter: Tightly bound straw bales embedded at least 4 inches into soil and
each bale held in place by 2 stakes driven at least 18 inches into ground. Bales shall
tightly abut adjacent bales. Strings shall not touch the ground.
B. Silt Fence: Fence post spaced no more than 10 feet apart and driven a minimum of 2 '
feet into ground. Post shall extend minimum of 2 feet above grade. Fasten metal mesh
fence with 6 inch or amaller openings to fence posts to reinforce the silt fence fabric. '
Mesh fence to extend 2 feet above grade and 4 inches into grade. Mesh may be
omitted if reinforced silt fence fabric is used or in areas of low flow.
C. Nonvegetative Soil Stabilization: Utilize temporary nonvegetative soil stabilization to ,
provide protection against excessive soil erosion over a short period of time. Required
in areas that experience high water flows and high runoff velocities and at disturbed
slopes steeper than 2:1.
1. Mulch: Apply at 1.5-2.5 tons per acre.
2. Anchor by peg and twine, mulch netting, erosion control, fabric, jute matting or
mulch anchoring tool.
END OF SECTION 02375
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_.S.E.cno"2770
SIDEWALKS
PART 1 - GENERAL
1.01 SUMMARY
A. Construction of concrete curbs and sidewalks.
' 1.02 REFERENCES
A. American Concrete Institute, 22400 W. Seven Mile Road, Detroit, Michigan 48219.
' 1. ACI 304R - Guide for Measuring, Mixing, Transporting and Placing Concrete.
I B. American Society for Testing and Materials, 1961 Race Street, Philadelphia,
Pennsylvania 19103.
I1. ASTM C94 - Specification for Ready -Mixed Concrete.
2. ASTM C309 - Specification for Liquid Membrane -Forming Compounds for
Curing Concrete.
'3. ASTM D698 - Test Methods for Moisture -Density Relations of Soils and Soil -
Aggregate Mixtures, Using 5.5 lb. Rammer and 12 in. Drop.
4. ASTM D994 - Specification for Preformed Expansion Joint Filler for Concrete
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(Bituminous Type).
1.03 SUBMITTALS
A. Submit complete information regarding concrete mix to Architect for review in
accordance with the requirements of ASTM C94, Alternate 2.
PART 2 - MATERIALS
' 2.01 SIDEWALK FORMS
' A. 2 -inch dressed lumber, straight and free from defects, or standard metal forms.
' B. Short Radius Forms: I -inch dressed lumber or plywood.
C. Stakes and Bracing Materials: Provide as required to hold forms securely in place.
' 2.02 EXPANSION JOINT FILLER
A. 1/2 inch thick preformed asphalt -impregnated expansion joint material conforming to
AS"I'M D994.
B. Provide expansion joints at inervals and layout to meet city of Fayetteville standards.
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2.03 CONCRETE
A. Ready mixed conforming to ASTM C94, Alternate 2.
B. Compressive Strength: 3,500 psi at 28 days. '
C. Maximum Size of Aggregate: 1-1/2 inch.
D. Slump: 2 to 4 inches.
E. Air Entrainment: Comply with AFPC V2 Tables 1603A and 1603C. '
2.04 REINFORCEMENT
A. Wire Fabric: "Specifications for Wire Fabric for Concrete Reinforcement", ASTM A-
185. '
2.05 CURING COMPOUND
A. Liquid membrane forming, clear or translucent, suitable for spray application.
B. Conform to ASTM C309, Type 1. '
2.06 ACCEPTANCE OF MATERIALS
A. All materials shall be subject to inspection for suitability, as the Architect may elect,
prior to or during incorporation into the work.
PART 3 - EXECUTION
3.01 PREPARATION OF SUBGRADE '
A. Bring the areas on which curbs and sidewalks are to be constructed to required grade on
undisturbed ground and compact by sprinkling and rolling or mechanical tamping.
B. As depressions occur, refill with suitable material and recompact until the surface is at
the proper grade.
C. Compact subgrade on fill to 95 percent of maximum density at optimum moisture '
content as determined by ASTM D698.
3.02 SETTING FORMS '
A. Construct forms to the shape, lines, grades and dimensions called for on the Drawings.
B. Stake wood or metal forms securely in place, true to line and grade.
C. Brace forms to prevent change of shape or movement in any direction resulting from
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the weight of the concrete during placement.
' D. Construct short radius curved forms to exact radius.
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E. Tops of forms shall not depart from grade line more than 1/8 inch when checked with a
10 foot straightedge.
IF. Alignment of straight sections shall not vary more than 1/8 inch in 10 feet.
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3.03 SIDEWALK CONSTRUCTION
A. Thickness of sidewalks shall be as shown on the drawings.
B. Place, process, finish and cure concrete in conformance with this section and the
applicable requirements of ACI 614. Where the requirements differ, the more stringent
shall govern.
C. Placement of Preformed Asphalt Expansion Joints.
I. Where sidewalk ends.
2. Around posts, poles or other objects protruding through the sidewalk.
3. At maximum intervals of 20 feet.
D. Contraction Joints:
I. Provide transversely to the walks.
2. 3/16 inch by I inch weakened plane joints shall be straight and at right angles to
the surface of the walk.
E. Finish:
I. Pebble texture finish with top surfacing of washed pea gravel graded from 3/4"
to 1/2" sizes, natural tan color. Work pea gravel into surface of wet concrete
flags, then wash with brush and water after concrete has reached its initial set.
Provide finished surface with about 85% exposed pea gravel. Pour and finish
exposed aggregate concrete in alternate flags. Match existing.
2. Mark walks transversely at intervals shown on drawings with a jointing tool.
3. Use chemical retarder if required for large areas, or weather conditions.
END OF SECTION 02770
' 99015- Wilson Park Castle Renovation 02770-3
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PART I - GENERAL
1.01 DESCRIPTION
SEXTIQN 02932
SEEDING
A. Work Included: Furnish and place fertilizer and seeding where existing turf is
disturbed during the course of this work. Maintain growth of the turf during the
contract period and until the coverage requirements are satisfied.
1.02 GUARANTEE
' A. Guarantee lawn for a minimum of one year after completion of installation against
defect, including death. Adequate maintenance by Owner will be required as a
' condition for guarantee to remain in effect. Guarantee will not cover losses due to
occupancy of the project, vandalism, and acts of neglect on the part of others.
' 1.03 QUALITY ASSURANCE
A. Source Quality Control:
I. General: Ship seeding materials with certificates of inspection required by
' governing authorities. Comply with regulations applicable to landscape
materials.
' 2. Analysis and Standards: Package standard products with manufacturer's
certified analysis. For other materials, provide analysis by recognized labora-
tory made in accordance with methods established by the Association of Official
' Agriculture Chemists, wherever applicable. Provide soil analysis as required to
determine amendment rates for lime or sulphur.
I B. Comply with Arkansas Code 2-16-210, Plant Board Inspection and Certification for
Plant Materials and Products.
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1.04 DELIVERY, STORAGE AND HANDLING
A. Packaged Materials: Deliver packaged materials in containers showing weight, analysis
and name of manufacturer. Protect materials from deterioration during delivery, and
while stored at site.
1.05 JOB CONDITIONS
A. Planting Time: Seed during normal planting seasons for type of material used.
Correlate planting with specified maintenance periods to provide maintenance from date
of substantial completion.
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PART 2- PRODUCTS
2.01 TOP SOIL
A. In accordance with Section 02300, Earthwork.
2.02 FERTILIZER
A. Commercial fertilizer shall be an organic fertilizer containing the following minimum
percentages of available plant food by weight: 13-13-13 nitrogen -phosphorus -potash or
approved equal.
2.03 SEED
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A. ProvideTristar fescue blend seeded at a minimum rate of 10 lbs. per 1,000 sq. Ft. and
as required for complete germination. '
PART 3 - EXECUTION
3.01 SITE PREPARATION
A. Grading: Fine
grade all areas and bring site
to finished grade. Verify the drainage is
adequate in the
areas designated
for seeding.
Depressions where water will stand or
inequalities in the
grade shall be
corrected before seeding.
B. Protect all sidewalks, curbs and stone during the installation of the seeding.
3.02 SOIL PREPARATION
A. At all areas where soil has been compacted by construction soil must be tilled to a
minimum depth of 2" with a tiller or other soil aeriator. Owner and Architect must
approve this work prior to the commpletion of project.
B. Test 5" deep soil samples
for pH analysis
for
each major
area
of lawns for planting
Areas to be planted shall
have a pH value
of
between 6.0
and
7.0.
C. If
Ph value is
above 7.0
the
contractor is to add
a commercial
grade
sulphur to area to
be
planted to
bring Ph
value
down to acceptable
level.
D. If Ph value is below 6.0 add lime to bring Ph value up to acceptable level. Incorporate
into soil to a depth of at least 4".
E. Fertilizer should then be applied to the soil at the rate of 800 lbs. per acre.
F. Moisten prepared lawn
areas before planting if
soil
is dry. Water thoroughly and allow
surface moisture to dry
before planting lawns.
Do
not create a muddy soil condition.
3.03 SEEDING
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A. Do not use wet seed or seed which is moldy or otherwise damaged in transit or storage.
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B. Water and Maintenance: Water shall be applied on all seeded areas in quantities and at
intervals to provided optimum growing conditions for the establishment of healthy,
uniform stand and cover or grass. The Contractor shall continue watering all seeded
areas for 3 months after seeds have sprouted to growths of 1/2" height or until the time
the coverage requirements specified below are met. Individual waterings shall moisten
the soil to a depth of 3" or more. The Contractor shall mow or weed eat the grass to
maintain a height between 3" and 6". All bare areas shall be reseeded as required and
the maintenance continued. The seeded areas shall be maintained until scattered bare
spots, none of which is larger than 1 sq. ft., comprise no more than 2% of any gross
area for seeded areas.
' 3.04 CLEAN UP AND PROTECTION
IA. During seeding work, keep pavements clean and work area in an orderly condition.
3.05 INSPECTION AND ACCEPTANCE
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When seeding work is completed, including maintenance, Architect will, upon request,
make an inspection to determine acceptability.
END OF SECTION 02932
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• DIVISION 3
CONCRETE
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SECTMLOR00
ICONCRETE FORMWORK
PART 1 -GENERAL
' 1.01 DESCRIPTION
' A. Work Included: Form cast -in -place concrete required and subsequently remove forms
except as otherwise specified.
' 1.02 RELATED SECTIONS
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A. Concrete Reinforcement: Section 03200
B. Cast -in -place Concrete: Section 03300
IC. Structural Precast Concrete: Section 03410
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1.03 QUALITY ASSURANCE
A. Qualifications of Workmen: Provide foreman at all times during execution of this
portion of the Work, thoroughly familiar with type materials being installed, referenced
standards, and requirements of this work, and who shall direct work performed under
this Section.
B. Codes and Standards:
1. In addition to complying with pertinent codes and regulations, comply with
pertinent recommendations contained in "Recommended Practice for Concrete
Formwork", publication ACI 347 of the American Concrete Institute.
2. Where provisions of pertinent codes and standards conflict with requirements of
this Section more stringent provisions govern.
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2.01 WOOD FORM MATERIALS
A. Form Lumber: Provide form lumber in contact with exposed concrete using new
material except as allowed for re -use of forms. Provide form lumber as follows, a
combination thereof, or an equal approved in advance by Architect:
I. "Plyform", class
I or I1, bearing label
of
the American Plywood Association.
2. Southern Pine or
Douglas Fir, number
2
grade, seasoned, surfaced 4 sides.
' B. Form Scalers: Provide "React S" by Conspec, or approved equal.
99015- Wilson Park Castle Renovation 03100-1
2.02 OTHER MATERIALS
A. Provide materials, not specifically described but required for completion of concrete
formwork as selected by Contractor subject to advance approval of Architect.
PART 3- EXECUTION
3.01 CONSTRUCTION OF FORMS
A. General: Construct substantial, sufficiently tight forms to prevent fins and leakage of
mortar, and able to withstand deflection when filled with wet concrete.
B. Layout: 1
1. Form cast -in -place concrete to shapes, sizes, lines, and dimensions required.
2. Exercise particular care in form layout to avoid necessity for cutting of concrete
after placement.
3. Make proper provision for inserts, sleeves, pipes, openings, offsets, recesses,
anchorage, blocking, and related features as required.
4. Provide slots for dovetail anchors for anchoring masonry abutting concrete.
Where concrete to be faced with masonry is less than 16 inches wide, slots may
be omitted, where 16 to 30 inches wide, install one row of slots, where more ,
than 30 inches wide, install slots not more than 2 feet apart.
5. If proposed layout of control joints differs from layout shown on drawings,
Contractor shall submit three (3) copies of alternate layout plan to Architect for
review. Do not proceed with alternate layout of control joints without written
approval from Architect.
3.02 EARTH FORMING
A. Forms for footings and related below grade concrete may be omitted when soil and
workmanship permit accurate excavation to size and where omission is approved by
Architect.
3.04 CONSTRUCTION JOINTS
A. Where joint is made, thoroughly clean concrete surface and remove all laitance. In
addition, thoroughly wet and slush vertical joints with a coat of neat cement grout
immediately before placing new concrete.
3.05 REMOVAL OF FORMS
A. Time for removing forms is subject to weather conditions after concrete is poured.
Remove form work in manner to insure complete safety of structure. Do not place
building materials on slabs until they are strong enough to carry the imposed load.
Contractor shall decide when to remove forms and accept full responsibility for their
removal. '
END OF SECTION 03100
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SECTION 03200
CONCRETE REINFORCEMENT
PART 1 - GENERAL.
' 1.01 DESCRIPTION
A. Work Included: Furnish and install reinforcement and associated items required for
cast -in -place concrete.
' 1.02 RELATED SECTIONS
IA. Placement of Embedded Items: Section 03100/03300
B. Structural Precast Concrete: Section 03410
1 C. Reinforcement in Concrete
Unit Masonry: Section 04200
' 1.03 QUALITY ASSURANCE
' A. Qualifications of Workmen: Provide foreman at all times during execution of this
portion of the Work, thoroughly familiar with type materials being installed, referenced
' standards, and requirements of this work, and who shall direct work performed under
this Section.
I B.
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Codes and Standards:
In addition to complying with pertinent codes and regulations, comply with
pertinent recommendations contained in "Manual of Standard Practice for
Detailing Reinforced Concrete Structures", publication ACI 315 of the
American Concrete Institute.
2. Where provisions of pertinent codes and standards conflict with requirements of
this Section more stringent provisions govern.
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2.01 CONCRETE REINFORCEMENT
IA. Concrete Reinforcement Materials: New, free from rust, and complying with
following reference standards:
•' I. Bars for
Reinforcement: "Specifications
for Deformed Billet -Steel Bars for
Concrete
Reinforcement",
ASTM A-615,
grade 60 unless otherwise shown.
2. Wire Fabric: "Specifications for Wire Fabric for Concrete Reinforcement",
• ASTM A-185.
' 99015- Wilson Park Castle Renovation 03200-I
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3. Supports, Spacers, and Chairs: Types which will hold reinforcement in position
shown in accordance with requirements of ACI 318 except as specified.
2.02 OTHER MATERIALS
A. Provide metal accessories, including spacers, chairs, ties, and devices necessary for
properly assembling, placing, spacing, and supporting reinforcement (including welded ,
wire fabric at 2" from top of slab) in place. Provide materials, not specifically
described but required for complete and proper installation of concrete reinforcement,
as selected by Contractor subject to approval of Architect.
PART 3- EXECUTION
3.01 SITE CONDITIONS
A. Inspection: '
1. Carefully inspect installed work of other trades and verify work is complete to
point where this installation may properly commence. '
2. Verify that concrete reinforcement may be installed to comply with pertinent
codes and regulations and original design. '
B. Discrepancies: I
1. In event of discrepancy, immediately notify Architect.
2. Do not proceed with installation in areas of discrepancy until discrepancies have
been fully resolved.
3.02 BENDING '
A. General: Fabricate reinforcement to comply with intended design. Do not use bars
with kinks and bends not shown on Drawings. Do not bend and straighten steel in
manner that will injure material.
B. Assembly: Tack -welding not acceptable for assembly of reinforcement
3.03 PLACING OF REINFORCEMENT I
A. Placing:
1. Support and wire together reinforcing bars to prevent displacement by
construction loads and placing of concrete. On ground and where necessary,
supporting concrete blocks may be used. Provide at flat formwork, metal or
plastic coated bar chairs and spacers. Provide galvanized, stainless steel or
plastic coated accessories where concrete surface will be exposed to weather in
finished structure and where rust would impair architectural finishes.
99015- Wilson Park Castle Renovation 03200-2 '
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2. Lap welded wire fabric minimum of 12" in structural slabs. Lap minimum of
6" in slabs on ground. Support mesh in final position in slabs above grade.
Lifting of mesh into final position is permitted for slabs on grade.
3. Do not bend bars after embedded in concrete.
B. Cleaning Reinforcement: Remove loose, flaky rust, mill scale, mud, oil, and related
coatings that will destroy and reduce bond during concrete placement.
C. Splices: Splice as required.
D. Concrete Reinforcement Protection: If not detailed otherwise, where concrete is
deposited against ground, reinforcement shall have minimum of 3" concrete between it
and the ground. If concrete surfaces after removal of forms are to be in contact with
ground or exposed to weather, protect reinforcing with minimum of 2" of concrete for
bars larger than No. 5 and 1-1/2" for No. 5 bars and smaller. Provide minimum 3/4"
concrete covering for reinforcing in slabs and 1-1/2" minimum cover in beams at
surfaces not exposed directly to ground or weather.
END OF SECTION 03200
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ACTION 03300
CAST -IN -PLACE CONCRETE
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1.01 DESCRIPTION
A. Work Included: Cast -in -place, reinforced concrete required. Provisions of this Section
are applicable to site improvement work.
1.02 RELATED SECTIONS
A.
Concrete
Formwork:
Section
03100
B.
Concrete
Reinforcement:
Section
03200
' 1.03 QUALITY ASSURANCE
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A. Qualifications of Workmen:
I. Provide foreman at all times during execution of this portion of the Work,
thoroughly trained and experienced in placing type concrete specified and who
shall direct work performed under this Section.
2. Finishing of Exposed Surfaces of Concrete: Use thoroughly trained and
experienced journeyman concrete finishers.
B. Codes and Standards:
1. In addition to complying with pertinent codes and regulations, comply with
pertinent recommendations of "Building Code Requirements for Reinforced
Concrete", publication ACI 318 of latest issue of the American Concrete
Institute.
2. Where provisions of pertinent codes and standards conflict with requirements of
this Section more stringent provisions govern.
1.04 LABORATORY TESTING
A. All required testing will be performed by testing laboratory selected by Owner. Cost
for laboratory services for concrete tests and mix designs paid by Contractor. Material
for tests furnished by Contractor.
B. Contractor shall submit three (3) copies of certified laboratory test reports to Architect
for review.
C. Testing Procedures:
I. Material Testing: Provide written certification from concrete supplier stating
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concrete mixture, make-up and design strength requirements:
2. Concrete Slump: 4" with allowable variation of plus or minus 1 inch.
3. Quality Control: As work progresses testing laboratory personnel shall conduct
tests of concrete in accordance with following procedures:
(a) Secure composite samples from the same batch complying with ASTM C
172.
(b) Perform one (1) slump test for each set of strength test cylinders
complying with ASTM C 143.
(c) Make one (1) strength test (4 specimens) for each 40 cubic yards and at
least one (1) set for each day's pour.
(d) Mold four (4) strength test specimens from each sample complying with
ASTM C 31 and protect and cure under standard moisture and tempera-
ture conditions in accordance with Section 7 of above ASTM method.
(e) Test two (2) specimens at seven (7) days complying with ASTM C 39.
If specimens for a particular batch test at or above required strength for
that batch, it is not necessary to test the remaining specimens. Hold the
remaining specimens for an additional ninety (90) days in case future
testing is required. If the specimens tested at seven (7) days do not meet
or exceed the desired strength requirements, the remaining two (2)
specimens will be tested at twenty-eight (28) days. Average strength of
two (2) specimens from each group tested is basis for acceptance or
rejection of concrete. If tested strength falls below strength specified at
twenty-eight (28) days, Architect has the right to order the removal and
replacement of defective concrete at Contractor's expense. If Contractor
wishes to obtain test cores from in -place concrete, cost of coring, testing
and patching will be paid by Contractor.
PART 2 -PRODUCTS
2.01 MATERIALS - I
A. Portland Cement: Conform to ASTM "Standard Specifications for Portland Cement",
C150, Type 1. Use one brand of cement. Mix shall contain at least 470 lb. of Portland
Cement per cubic yard of concrete.
B. Aggregates: Conform to ASTM "Standard Specifications for Concrete Aggregates", '
C33. Provide aggregate of natural sand and gravel or prepared from stone or gravel,
free from adherent coatings. Maximum size of pieces 1", except for footings and
foundation walls which may be 1-1/2" maximum size. Use pea gravel aggregate for
concrete mix used for filling voids in concrete block walls where required.
C. Water: Clean and free from injurious amounts of oils, acids, alkalis, organic materials,
and deleterious substances. Nonpotable water will not be used in concrete mixing.
99015- Wilson Park Castle Renovation 03300-2 '
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D. Fly ash will not be allowed.
E. Air Entrainment: Comply with AFPC V2 Tables 1603A and 1603C.
' 2.02 CONCRETE STRENGTHS
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A. Cast -in -place Concrete: Designed to develop 3,500 p.s.i. minimum compressive
strength at 28 days, unless noted otherwise on Structural Drawings. ***Refer to
Division 2, SITE CONSTRUCTION for strengths required for various concrete site
improvements. ***
2.03 CONCRETE DRAINAGE STRUCTURES
A. Design mix to attain minimum 3,000 p.s.i. compressive strength at 28 days.
Conform to Sections 03100 for forming, 03200 for reinforcement and 03300 for cast in
place concrete in Division 3 of these specifications.
2.04 OTHER MATERIALS
A. Provide materials, not specifically described but required for complete and proper
installation of cast -in -place concrete, selected by Contractor subject to approval of
Architect.
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3.01 MIXING AND PLACING CONCRETE
A. Preparation: Clean equipment for transporting concrete. Remove debris, water, and
ice from places to be occupied by concrete. Remove laitance and unsound material
from hardened concrete before additional concrete is added.
B. Mixing: Ready -mixed concrete, mixed and delivered in accordance with following
requirements only of AS IM C 94.
I. Tolerances in Slump,
2. Measuring Materials,
3. Batching Plant,
4. Mixers and Agitators,
5. Mixing and Delivery
6. Use of Non -Agitating Equipment
7. Inspection.
C. Conveying: Convey concrete from mixer to place of deposit by methods that prevent
separation and loss of materials.
D. Placing:
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Deposit as nearly as practicable in final position to avoid segregation due to
rehandling and flowing. Place at rate to assure concrete is plastic and flows
readily into spaces between bars. Do not use concrete contaminated by foreign
material or retempered concrete.
2. When placing is started, carry a continuous operation until placement of panel
or section is completed.
E. Hot Weather Concreting: Place, handle, and cure concrete complying with ACI 305.
F. Cold Weather Concreting: Provide adequate equipment for handling concrete materials
and protecting concrete during freezing and near freezing weather. Concrete materials,
reinforcements, forms, and ground in contact with concrete to be free of frost, snow,
and ice. Details of approved procedures are available in ACI 306. Contractor to keep
accurate thermometer on job where the work is proceeding.
3.03 PROTECTION OF ADJACENT SURFACES
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A. Contractor responsible for any work soiled and stained by dripping cement, water, or
concrete. Protect same with tarpaulin or similar devices while pouring concrete.
3.04 CONSOLIDATION '
A. Consolidate concrete by vibration, spading, rodding, or forking. Work around '
reinforcement, embedded items and into corner of forms. Over -vibrating and use of
vibrators to transport concrete within forms not allowed. When consolidating by
vibration, keep spare vibrator on job site during concrete placing. Use vibrators of
length to extend within 6 inches of bottom of freshly poured concrete, vibrator being
raised with each succeeding pour.
3.05 CONCRETE CURING AND FINISHING '
A. Curing Period: Cure concrete for minimum period of 7 days at a temperature above
50° F. by one of approved methods listed below. Protect fresh concrete from heavy
rain, flowing water, mechanical injury and from injurious action of sun.
B. Water Curing: If cured with water, keep concrete wet by mechanical sprinklers or by
any approved method which will keep surface continuously wet.
C. Saturated Sand Curing: Cover finished surfaces with minimum 1" thickness of sand,
uniformly distributed and continuously water saturated during entire curing period.
D. Curing Compounds: No chemical curing compounds allowed.
E. Waterproofing Paper or Opaque Polyethylene Film: Conform to ASTM C 171. Cover ,
concrete immediately following final finishing operation. Anchor securely, seal edges
or apply in manner to prevent moisture escaping from concrete.
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F. Concrete Patching: Immediately after stripping forms, examine surfaces. Patch
honeycombing, defective joints, voids, tie -holes, and defects before concrete is
thoroughly dry. However, make no attempt to correct or fill any honeycomb spots, or
any other defects until they have been examined by Architect and approval obtained as
to correction to he employed. Finish of patch to match adjoining surface.
3.06 DRAINAGE STRUCTURES
A. Construct concrete drainage structures with exposed concrete surfaces rubbed to a
smooth finish.
END OF SECTION 03300
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DIVISION 4
MASONRY
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SECTION 04100
MORTAR
ART 1 - GENERAL
' !P1.01 DESCRIPTION
' A. Work Included: Measure, batch, and mix specified type mortar for use in indicated
locations and types of masonry construction as specified.
1 1.02 CLASSIFICATION OF MORTAR
A. Classification by Volume
Measurements:
Unless
otherwise approved by Architect,
conform to ASTM C 270
- 89 (or latest
version),
Table 1, for Cement -lime Mortar.
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B. Classification by Test:
1. Strength test, if required, determined with mortar prepared in laboratory
selected by Architect or Owner, using representative materials and in pro-
portions proposed for use. Preparation of and curing of mortar and test cubes
shall conform to ASTM Specification C 270 of latest issue, laboratory tests, if
required, paid for by Contractor.
2. Minimum Compressive Strength at End of 28 Days: Not less than that
prescribed in ASTM C 270 - 89 (or latest version), Table 2, for Cement -lime
Mortar.
RNtWaUgS)
2.01 MORTAR MATERIALS
A. Basic Requirements: Conform to ASTM C 270 for materials, aggregate, and water and
for storage, measurement, and mixing. Weights per cubic foot of materials in mortar
arc considered as follows:
MATERIAL
WEIGHT PER CUBIC FOOT
1. Portland Cement 94 lb.
2. Sand: damp and loose I Cu. ft. contains 80 lbs. dry sand
3. hydrated Lime 40 lb.
B. Portland Cement: Type I or Type II conforming to ASTM C 150.
C. Sand: Clean sharp granules, free from loam, acids, alkalies, soluble salts, clay, or
organic matter, conforming to ASTM C 144.
D. Quicklime for Lime Putty: Conform to ASTM C 5 with lime slaked and putty
prepared in accordance with ASTM C 270. If hydrated lime is used conform to ASTM
C 207, Type S.
99015- Wilson Park Castle Renovation 04100-I
E. Mortar for Laying Exterior Masonry: Waterproofed with Sonneborn "Hydrocide",
Horn "Hydratite Liquid", Lambert "Mortartite", or approved equal, measured and '
mixed into mortar complying with manufacturer's directions.
2.03 MORTAR FOR STONE WORK '
A. Composed of I part non -staining cement to 3 parts sand with 1/5 part hydrated lime, '
based on volume of cement used. Pointing mortar composed of I part non -staining
cement to not more than 2 parts white sand having sufficient hydrated lime added to
make as stiff a mixture as can be worked. Grout for stonework composed of 1 part ,
non -staining cement to not more than 1-1/2 parts fine white sand, mixed in small
quantities of as thick a consistency as can be worked into the joints. Stir grout
vigorously until used.
PART 3 - EXECUTION
3.01 MORTAR MIXING '
A. Mix complying with manufacturer's instructions. Mix in batches for work immediately
on hand. Measure by known capacity volume using barrow, buggy, manufacturer's
packages, or related containers or by using approved hatching device so specified
proportions are consistently maintained. Do not use material that has partially set, been '
retempered, or used, frozen, caked, or become lumpy. Mix mortar with proper water
amount for minimum of 3 minutes to desired consistency in batch mixer. No anti-
freeze
compound admixtures permitted. Use mortar of as wet a consistency as can
conveniently be handled. Do not use mortar which has greatly stiffened and in which
cementing material has started to set. Do not retemper mortar.
3.02 MORTAR USES
A. Use Type "M" mortar for masonry below grade and in contact with earth including '
foundations, retaining walls, exterior brick pavers, and manholes.
C. Use Type "N" mortar for general masonry above grade,.
END OF SECTION 04100
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MASONRY ACCESSORIES
PART 1 -GENERAL
' 1.01 DESCRIPTION
A. Work Included: Furnish and install specified joint reinforcement, anchors, ties, control
joints, and related masonry accessories.
' B. Substitutions:
I. Products specified herein establish a quality standard for comparison by
manufacturers of similar products. Products of other manufacturers may be
substituted for those specified herein on an "Approved Equal" basis. DO NO1
propose the substitution of products that do not meet or exceed the quality
standards established by the specified product. Products proposed as equivalent
MUST be submitted through the General Contractor for review by the Architect
' after the Contract for Construction is awarded. I)O NOT request approval of
products prior to the awarding of the contract.
2. Supporting technical data, samples, published specifications and the like must be
submitted for comparison.
3. Contractor shall warrant that proposed substitutions, if accepted, will provide
performance equivalent to the materials specified herein.
1.02 PRODUCT IIANDLING
A. Protection: Protect masonry accessory materials before, during, and after installation.
Protect installed work and materials of other trades.
B. Replacements: In event of damage, immediately make replacements necessary to
approval of Architect and at Contractor's expense.
2.01 METAL ACCESSORIES
A. Non-Loadbearing Partition Anchors: Unless otherwise called for on Structural
' Drawings, provide mesh wall ties, galvanized 16 gage wire 1/2" square mesh, by 20"
long. Width to be 3" for 4" block partitions, and 2" less than the nominal width
dimension for 6", 8", 10" and 12" block partitions. Install partition anchors where
' concrete block abuts other walls or partitions. Mesh anchors to occur in alternate joints
to miss joint reinforcing.
' B. Loadbearing Partition Anchors: Where required, conform to ACI 530.0. Provide
Model 301Z by Dur-O-Wal, Inc., or approved equal, 1/4" thick x 1-1/2" wide x 24"
' 99015 -Wilson Park Castle Renovation 04150-I
long with ends turned up not less than 2" unless noted otherwise.
C. C.M.U. Joint Reinforcement and Brick Veneer Ties: Truss type, "Dur-O-Eye" with
wire pintels, high tensile strength, standard weight No.9 steel rods in 10' lengths, in '
appropriate width. Vertical spacing as shown on drawings.
D. Reinforcing Bars: Where shown, Grade 60 conforming to ASTM A 615. ,
E. Corrugated Metal Ties: Not lighter than 20 gage steel, not less than 7/8" wide. '
Double looped 10 gage wire ties may be used in lieu of corrugated metal ties.
F. Dovetail Anchors (flat bar or wire type): Flat bar type not lighter than 16 gage, 1 -inch
wide, end turned up 1/4", or with a 1/2" hole located within 1/2" of end. Wire type
not lighter than 16 gage steel, looped and closed. Dovetail slots are specified in
Concrete Division.
2.02 FINISHES FOR METAL ACCESSORIES
A. Finish metal accessories according to the following requirements as set forth in
ASCE6/ACI 530.1 and as adopted by SBCCI:
1. Joint Reinforcement, wire ties or anchors,in exterior walls: ASTM A153 Class
B2
2. Sheet metal ties or anchors completely embedded in mortar or grout: ASTM
A525 Class G60 '
3. Sheet metal ties and anchors in exterior walls: ASTM A153
2.03 CONTROL JOINTS IN CONCRETE MASONRY UNITS
A. In addition to locations shown on drawings, locate control joints so that spacing does
not exceed 1.5 times height of wall or 30'-0" o.c. for reinforced CMU or 25'-0" o.c.
for non -reinforced CMU.
B. Provide preformed gaskets placed in sash grooves of concrete masonry using Dur-O-
Wal D/A 2001/2025, or approved equal. Factory extrude from solid section of natural
or synthetic rubber conforming to ASTM D-2000 2AA-805, with minimum curometer
hardness of not less than 80 when tested in accordance with ASTM D 2240.
PART 3 - EXECUTION I
3.01 INSTALLATION OF MASONRY ACCESSORIES
A. Install masonry accessories at proper stages of masonry construction specified in
Section 04200, "Unit Masonry", and as required for performance of proper masonry
workmanship.
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PART I - GENERAL
1.01 DESCRIPTION
SECTION 04200
UNIT MASONRY
A. Work Included: Furnish labor, tools, scaffolding, and required equipment, and
materials for masonry construction specified and required to provide high quality
' masonry workmanship.
1.02 RELATED SECTIONS
' A. Mortar: Section 04100
B. Masonry Accessories: Section 04150
' 1.03 QUALITY ASSURANCE
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A. Qualifications of Workmen:
For actual cutting and placing of masonry units, use skilled journeyman masons
thoroughly experienced with materials and methods specified and thoroughly
familiar with design requirements.
2. Have one skilled journeyman mason present at all times during execution of
work of this Section who shall personally direct and execute this portion of the
Work.
2.01 MATERIALS
IA. Materials: Meet referenced ASTM Standards, with modifications specified herein.
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B. Normal Weight Concrete Blocks (C33):
Use nominal 8" x 16" face, thickness required. Conform to ASTM C90 (Latest
Edition), Use'I ype I at exterior if C. M. U. is to he exposed to weather, for
hollow loadbearing concrete masonry units and ASTM C129 (Latest Edition),
Cut blocks as required. Use normal weight blocks for below grade block work
and at exterior block work that is exposed to weather. At Contractors expense,
provide certification of ASTM C90 and O129 compliance from certified testing
laboratory.
2. Provide standard "Sash Block" at locations where control and/or expansion
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99015- Wilson Park Castle Renovations
04200-I
joints are called for in CMU construction. Coordinate with control joint
material specified in Section 04150. ,
3. Exposed, exterior concrete block must be manufactured with manufacturer's
recommended amount of integral water repellant "Dry Block System Block ,
Admix", as manufactured by Forrer Industries, Inc., Milwaukee, Wisconsin, or
approved equal.
C. Reinforced C.M.U. Construction: Conform to the provisions of ANSI A41.2 (NBS
Handbook 74) and/or ACl/ASCE 530.
D. Packaged Materials: Provide mortar materials specified in Section 04100. Provide
masonry accessories specified in Section 04150. Deliver and store packaged materials,
including cement, in original packages plainly marked with brand and maker's name.
Materials in broken containers and in packages showing water marks and evidence of
damage will be wholly rejected.
E. Concrete Fill: Fill voids in concrete block with 3,500 p.s.i. concrete (unless noted
otherwise on structural drawings) using pea gravel for coarse aggregate. Do not use
mortar for this purpose.
2.05 FIELD STONE '
A. Provide dark natural colored, weathered field stone. Furnish stone of assorted sizes,
approximately 6" thick for veneer wall and not more than 18" thick for solid wall
construction. Stone face dimensions requirements are not less than 4" x 6" and not
more than 14" x 18". Stone is to match size, color and texture of existing stone work
at park. Provide samples for approval by Architect prior to delivery. Verify with
Architect and Owner which section of existing rock work they would most like to
match.
PART 3 - EXECUTION
3.01 LAYING CONCRETE BLOCK '
A. Lay blocks straight, plumb, and in perfect alignment. Compact vertical and horizontal ,
joints in concrete block tooling them slightly concave unless otherwise shown. Protect
concrete blocks from weather by covering during storage and after laying. Before
using blocks, dry them to moisture content of approximately the average air-dry
condition to which finished walls will be exposed. Take care to keep mortar off face
surface of exposed blocks. At end of job, clean exposed block walls. Where necessary
to fit around wall switches and openings, cut blocks to neat line with power saw. Refer
to drawings for spacing and type of reinforcement and anchors required.
3.02 BUILT-IN ITEMS
A. Build in wood blocks, strips, wedges, frames, loose lintels, miscellaneous iron and
other items furnished by other subcontractors and which may be required for properly
99015- Wilson Park Castle Renovations 04200-2 ,
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securing their work.
3.03 FREEZING WEATHER
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A. Do not lay masonry when outside air temperature is below 40 degrees F., unless
suitable means are provided to heat masonry materials and to protect completed work
from freezing for at least 48 hours.
3.04 CLEANING PREMISES
A. Mason Contractor: Remove rubbish and building materials left over from operations
under his charge, whenever directed by General Constructor. Premises must be left
clear and clean. When buildings are completed, completely remove mortar droppings.
3.05 BOND BEAMS
A. Reinforce bond beams as required and fill with 3,000 p.s.i. minimum compressive 28 -
day strength concrete, unless shown otherwise on structural drawings. Do not use
masonry mortar for this purpose.
3.06 POINTING AND CLEANING
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Cut out defective mortar joints. Refill solidly with mortar and tool to match adjacent
work.
B. On completion clean exposed masonry, removing foreign material, excess mortar and
stains. Apply cleaning solution to sample area of approximately 20 square feet at an
inconspicuous location approved by Architect. Use cleaning solution specially
manufactured for this purpose, applying in accordance with manufacturer's directions.
Drench masonry with clean water before applying solution, and after cleaning, rinse
with clean water to remove all traces of solution. Protect materials adjacent to masonry
from contact with cleaning solution.
C. High Pressure Water Cleaning: This method of cleaning will not be allowed on
masonry surfaces unless approved by architect and masonry manufacturer. High
pressure water is to be used to saturate the masonry before cleaning takes place and
may he used to rinse away cleaning solution and foreign particles after cleaning is
complete. Allow mortar to cure for a minimum of seven (7) days before subjecting it
to high pressure cleaning. After consulting with Architect and manufacturer for
cleaning recommendations, test clean a sample panel of all the materials selected for the
work. Apply water at a pressure ranging from 300-500 psi (not to exceed 800 psi).
Provide a flow rate of water between 3 and 6 gallons per minute through a "Fan" type,
stainless steel tip dispersing a 25° to 50° fan spray. Do not use less than 15° fan spray
tip. Application of acidic cleaning compounds through the high pressure system will
not he allowed. Do not apply scaler until masonry is completely dry and cleaning has
been reviewed by Architect.
99015- Wilson Park Castle Renovations 04200-3
3.07 LAYING FIELD STONE
A. Lay field stone facing and solid walls with dry stack method of laying stone (so that no
mortar joints are visible from the front) coursed to match existing stone work in
random sizes and back parged or slushed with waterproof mortar to obtain a solid
masonry wall . Anchor stone facing to backing using one tie for each square foot of
facing area, with ties spaced not more than 16" apart around perimeter of openings.
Provide metal ties using galvanized "Z" wire ties or galvanized adjustable wire ties
made for tying stone to backing. Lay variable thickness exterior masonry walls using
back concealed in -fill.
B. Contractor is to provide 2'x2' sample panel for approval by Owner and Architect prior
to construction.
3.08 CLEANING STONE WORK
A. Clean exposed faces of stone work as stone is set and again after completion. Clean
stone with stiff fiber brushes and soap powder solution, rubbing surface vigorously and
then rinsing thoroughly with clean water. For surface stains, use of sand and brushes ,
or related abrasives will only be permissible insofar as the finish of the stone is not
changed.
3.09 SEALING OF STONE WALL
A. All exterior stone or masonry work shall ve waterproofed with Sureklean "Weather
Seal Siloxane" sealer as manufactured by Prosco, Inc.
END OF SECTION 04200 '
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DIVISION 5- METAL
DIVISION 6- WOOD AND PLASTIC
DIVISION 7- THERMAL AND MOISTURE PROTECTION
DIVISION 8- DOORS AND WINDOWS
DIVISION 9- FINISHES
DIVISION 10- SPECIALTIES
DIVISION 11- EQUIPMENT
DIVISION 12- FURNISHINGS
DIVISION 13- SPECIAL CONSTRUCTION
DIVISION 14- CONVEYING SYSTEMS
DIVISION 15- MECHANICAL
DIVISION 16- ELECTRICAL
These specifications conform to the "CSI Masterformat", Document MP -2-1-95,
The Construction Specifications Institute, 601 Madison Street, Alexandria, Virginia
22314.
No work which would be specified as a part of this division is included in this
contract.
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