HomeMy WebLinkAboutTaylor Ball of California Inc; 1998-01-12; 32441 Part 1 of 3VOLUME 1 of 3
SPEClFlCATlONS - DIVISION 7 - 14
for
CARLSBAD CITY LIBRARY
for
CITY OF CARLSBAD
at
6925 El Camino Real
Carlsbad, California 92006
Prepared by:
CardwelllMcGraw Architects
McGraw/Baldwin Architects
Architecture Planning Interiors
701 B Street, Suite 200
San Diego, California 92101
Telephone: 619-231-0751
Fax: 619-231-4396
CardwelVThomas & Associates / Architects
1221 Second Avenue, Suite 300
Seattle, Washington 98101
Telephone: 206-622-2311
Fax: 206442-9165
Project No. 96013
October 20, 1997
CITY OF CARLSBAD
San Diego County
California
CONTRACT DOCUMENTS AND GENERAL
CONDITIONS
FOR
CARLSBAD CITY LIBRARY
CONTRACT NO. 32441
VOLUME 1 OF 3
1 o/20/97 Contract No.: 32441 Page 1 of 36
TABLE OF CONTENTS
Volume 1 of 3
Item
I. BIDDER’S INFORMATION AND CONTRACT
NOTICE INVITING BIDS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3..
CONTRACTOR’S PROPOSAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .7..
BID SECURITY FORM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
BIDDER’S BOND TO ACCOMPANY PROPOSAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.3
BIDDER’S INFORMATION REGARDING SUBCONTRACTORS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
BIDDER’S STATEMENT OF FINANCIAL RESPONSIBILITY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .l6
BIDDER’S STATEMENT OF TECHNICAL ABILITY AND EXPERIENCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
BIDDER’S CERTIFICATE OF INSURANCE FOR GENERAL
LIABILITY, EMPLOYERS’ LIABILITY, AUTOMOTIVE LIABILITY AND WORKERS’
/- COMPENSATION . . . . . . . . . . . . . . . . . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . . . . . . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.8
BIDDER’ S STATEMENT OF RE-DEBARMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
BIDDER’S DISCLOSURE OF DISCIPLINE RECORD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
NON-COLLUSION AFFIDAVIT TO BE EXECUTED
BY BIDDER AND SUBMIlTED WITH BID . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 22
REPRESENTATION AND CERTIFICATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 23
ESCROW AGREEMENT FOR SURETY
DEPOSITS IN LIEU OF RETENTION (OPTIONAL) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 24
CONTRACT PUBLIC WORKS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 27
LABOR AND MATERIALS BOND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 34
FAITHFUL PERFORMANCE/WARRANTY BOND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..36
II. GENERAL CONDITIONS
AIA A201 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION, r- 1987 EDITION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... 1 ...
SUPPLEMENTAL PROVISIONS TO AIA A201, 1987 Edition . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 25
a 1 o/20/97 Contract No.: 32441 Page 2 of 36
,-
CITY OF CARLSBAD, CALIFORNIA
NOTICE INVITING BIDS
Sealed bids will be received at the Office of the Purchasing Officer, City Hall, 1200 Carlsbad Village
Drive, Carlsbad, California 92008-1989, on the3rd day of December, 1997, until 4:00 P.M., at which
time the bid packages will be opened and read, performing the work as follows: Site, building and
interior improvements for the Carlsbad City Library, approximate construction value of $10.6 million.
CONTRACT NO. 32441
The work shall be performed in strict conformity with the Contract Documents, including the Contract
Public Work and the General Conditions, as approved by the City Council of the City of Carlsbad on
file with the Community Development Department. The General Conditions for the work include the
AIA A201 General Conditions to the Contract for Construction, 1987 Edition and the Supplemental
Provisions to the AIA A201, all herein designated as the “General Conditions.”
The City of Car&bad encourages the participation of minority and women-owned businesses.
The City of Carlsbad encourages all bidders, suppliers, manufacturers, fabricators, and contractors
- to utilize recycled and recyclable materials when available, appropriate, and approved by the Owner.
The City of Carlsbad may disqualify a contractor or subcontractor from participating in bidding when
a contractor or subcontractor has been debarred by the City of Carlsbad or another jurisdiction in the
State of California as an irresponsible bidder.
No bid will be received unless it is made on a proposal form furnished by the Purchasing
Department. Each bid must be accompanied by security in a form and amount required by law. The
bidder’s security of the second and third next lowest responsive bidders may be withheld until the
Contract has been fully executed. The security submitted by all other unsuccessful bidders shall be
returned to them, or deemed void, within ten (10) days after the Contract is awarded. Pursuant to
the provisions of law (Public Contract Code section 10263), appropriate securities may be
substituted for any obligation required by this notice or for any monies withheld by the City to ensure
performance under this Contract. Section 10263 of the Public Contract Code requires monies or
securities to be deposited with the City or a state or federally chartered bank in California as the
escrow agent. The escrow agent shall maintain insurance to cover negligent acts and omissions of
the agent in connection with the handling of retentions under this section in an amount not less than
$100,000 per contract.
The documents which comprise the Bidder’s proposal and that must be completed, properly
executed and notarized are:
Contract No.: 32441 Page 3 of 36
/-
1. Contractor’s Proposal
2. Bidder’s Bond
3. Non-Collusion Affidavit
4. Bidders Information Regarding
Subcontractors
5. Bidder’s Statement of Financial
Responsibility
6. Bidder’s Statement of Technical Ability
and Experience
7. Certificate of Insurance
8. Bidder’ s Statement Re Debarment
9. Bidder’s Disclosure Of Discipline Record
IO. Purchasing Department Representation and
Certification
Il.. Escrow Agreement for Security Deposits -
(optional, must be completed if the Bidder
wishes to use the Escrow Agreement for
Security)
No bid shall be accepted from a contractor who is not licensed in accordance with the provisions of
California State law. The Contractor shall state their license number, expiration date, and
classification in the proposal, under penalty of perjury. Only a Class 8: General Building Contractor’s
License classification is acceptable for this contract in accordance with the provisions of state law.
No bid shall be accepted that contains qualifications, exclusions, substitutions, or any language that
attempts to define the Work to be different than the Work described in these documents.
Bidders questions during the bid period shall be submitted by fax, to Cardwell/McGraw Architects,
Attention Norm Luker, Fax: (619) 231-4396. No phone calls will be accepted!
/--
If the Contractor intends to utilize the escrow agreement included in the contract documents in lieu of
the usual 10% retention from each payment, these documents must be completed and submitted
with the signed contract. The escrow agreement may not be substituted at a later date.
Sets of plans, General Conditions, and Contract documents may be obtained at the Purchasing
Department, City Hall, 1200 Carlsbad Village Drive, Carlsbad, California, for a non-refundable fee of
$ 150 per set. If plans and specifications are to be mailed, the cost for postage should be added.
The City of Carlsbad reserves the right to reject any or all bids and to waive any minor irregularity or
informality in such bids.
The general prevailing rate of wages for each craft or type of worker needed to execute the Contract
shall be those as determined by the Director of Industrial Relations pursuant to the sections 1770,
1773, and 1773.1 of the Labor Code. Pursuant to section 1773.2 of the Labor Code, a current copy
of applicable wage rates is on file in the Office of the City Owner. The Contractor to whom the
Contract is awarded shall not pay less than the said specified prevailing rates of wages to all workers
employed by him or her in the execution of the Contract.
The Prime Contractor shall be responsible for insuring compliance with provisions of section 1777.5
of the Labor Code and section 4100 et seq. of the Public Contracts Code, “Subletting and
Subcontracting Fair Practices Act.” The City Owner is the City’s “duly authorized officer” for the
purposes of section 4107 and 4107.5.
The provisions of Part 7, Chapter I, of the Labor Code commencing with section 1720 shall apply to
the Contract for work.
/c A pre-bid meeting will be held at The City of Carlsbad Council Chambers on the llr” day of
November 1997 at IO:00 A.M.
q % 1 o/20/97 Contract No.: 32441 Page 4 of 36
.-
All prices must be in ink or typewritten. Changes or corrections may be crossed out and typed or
written in with ink and must be initialed in ink by a person authorized to sign for the Contractor.
Bidders are advised to verify the issuance of all addenda and receipt thereof one day prior to
bidding. Submission of bids without acknowledgment of addenda may be cause of rejection of bid.
Bonds to secure faithful performance and warranty of the work and payment of laborers and
materials suppliers, in an amount equal to one hundred percent (100%) and fifty percent (50%)
respectively, of the Contract price will be required for work on this project. These bonds shall be
kept in full force and effect during the course of this project, and shall extend in full force and effect
and be retained by the City until they are released as stated in the General Conditions section of this
contract. All bonds are to be placed with a surety insurance carrier admitted and authorized to
transact the business of insurance in California and whose assets exceed their liabilities in an
amount equal to or in excess of the amount of the bond. The bonds are to contain the following
documents:
1) An original, or a certified copy, of the unrevoked appointment, power of attorney, by laws, or
other instrument entitling or authorizing the person who executed the bond to do so.
2) A certified copy of the certificate of authority of the insurer issued by the insurance
commissioner.
/-
If the bid is accepted, the City may require copies of the insurer’s most recent annual statement and
quarterly statement filed with the Department of Insurance pursuant to Article 10 (commencing with
section 900) of Chapter 1 of Part 2 of Division 1 of the Insurance Code, within 10 calendar days of
the insurers receipt of a request to submit the statements.
Insurance is to be placed with insurers that have (1) a rating in the most recent Best’s Key Rating
Guide of at least A-:V, and (2) are admitted and authorized to transact the business of insurance in
the State of California by the Insurance Commissioner. Auto policies offered to meet the
specification of this contract must: (1) meet the conditions stated above for all insurance companies
and (2) cover any vehicle used in the performance of the contract, used onsite or offsite, whether
owned, non-owned or hired, and whether scheduled or non-scheduled. The auto insurance
certificate must state the coverage is for “any auto“ and cannot be limited in any manner.
Workers’ compensation insurance required under this contract must be offered by a company
meeting the above standards with the exception that the Bests rating condition is waived. The City
does accept policies issued by the State Compensation Fund meeting the requirement for workers’
compensation insurance.
The Contractor shall be required to maintain insurance as specified in the Contract. Any additional
cost of said insurance shall be included in the bid price.
The award of the contract by the City Council is contingent upon the Contractor submitting the
required bonds and insurance, as described in the contract, within twenty days of bid opening. If the
Contractor fails to comply with these requirements, the City may award the contract to the second or
third lowest bidder and the bid security of the lowest bidder may be forfeited.
The prime contractor and all subcontractors are required to have and maintain a valid City of /I Carlsbad Business License for the duration of the contract.
?a 10/20/97 Contract No.: 32441 Page 5 of 36
,,-
Approved by the City Council of the City of Carlsbad, California, by Resolution No 97-638 I
adopted on the 28th day of October ) 19 97 .
I’I;st*4GeL 2.4. 1997
Date Aletha L. Rautenkranz, City Clerk
p3 10/20/97 Contract No.: 32441 Page 6 of 36
; ’ CONTRACTOR’S PROPOSAL
SCHEDULE 1: LUMP SUM
Description
1. Lump sum for the entire scope of work as defined in the Contract Documents.
Total
VI,* 183, mo
Total amount of bid for Item No. 1 in words:
Addendum(a) No(s). I has/have been received and is/are included in this
proposal.
i- ,- , .
I
Bidder Company Name: Taylor Ball of CaliforniaaInc.
rfzi 10/20/97 Contract No.: 32441 Page 7 of 36
CONTRACTORS’ PROPOSAL
The Undersigned has carefully checked all of the above figures and understands that the City will
not be responsible for any error or omission on the part of the Undersigned in preparing this bid.
The Undersigned agrees that in case of default in executing the required Contract with necessary
bonds and insurance policies within ten (10) calendar days from the date of award of Contract by the
City Council of the City of Carlsbad, the City may administratively authorize award of the contract to
the second or third lowest bidder and the bid security of the lowest bidder may be forfeited.
The Undersigned bidder declares, under penalty of perjury, that the undersigned is licensed to do
business or act in the capacity of a contractor within the State of California, validly licensed under
license number 598277 , classification which expires on R - A ; Ash
7-31-98 , and that this statement is true and correct and has the legal effect of
an affidavit.
A bid submitted to the City by a Contractor who is not licensed as a contractor pursuant to the
Business and Professions Code shall be considered non-responsive and shall be rejected by the
C.ity 5 7028.15(e). In all contracts where federal funds are involved, no bid submitted shall be
invalidated by the failure of the bidder to be licensed in accordance with California law. However, at
the time the contract is awarded, the contractor shall be properly licensed. Public Contract Code 5
20104.
The Undersigned bidder hereby represents as follows:
.-
j .,. “. 1. That no Council member, officer agent, or employee of the City of Carlsbad is personally
interested, directly or indirectly, in this Contract, or the compensationto be paid hereunder; that no
representation, oral or in writing, of the City Council, its officers, agents, or employees has inducted
him/her to enter into this Contract, excepting only those contained in this form of Contract and the
papers made a part hereof by its terms; and
2. That this bid is made without connection with any person, firm, or corporation making a bid for
the same work, and is in all respects fair and without collusion, or fraud.
Accompanying this proposal is a Bond
or Cashiers Check) for ten percent (10%) of the amount bid.
(Cash, Certified Check, Bond,
The Undersigned is aware of the provisions of section 3700 of the Labor Code which requires every
employer to be insured against liability for workers’ compensation or to undertake self-insurance in
accordance with the provisions of that code, and agrees to comply with such provisions before
commencing the performance of the work of this Contract and continue to comply until the contract is
complete.
.-- / ia The Undersigned is aware of the provisions of the Labor Code, Part 7, Chapter I, Article 2, relative
to the general prevailing rate of wages for each craft or type of worker needed to execute the
Contract and agrees to comply with its provisions.
?3 1 o/20/97 Contract No.: 32441 Page 8 of 36
-
I .c
IF A SOLE OWNER OR SOLE CONTRACTOR SIGN HERE:
(1) Name under which business is conducted
(2) Signature (given and surname) of proprietor
(3) Place of Business
(Street and Number)
City and State
(4) Zip Code Telephone No.
IF A PARTNERSHIP, SIGN HERE:
(1) Name under which business is conducted
(2) Signature (given and surname and character, of partner) (Note: Signature must be made by a
general partner)
(3) Place of Business
(Street and Number)
City and State
(4) Zip Code Telephone No.
IF A CORPORATION, SIGN HERE:
(1) Name under which business is conducted Taylor Ball of California. mc.
Boucrlas J. Muirheid, Vjce President
(Title)
Impress Corporate Seal here
I
‘_ -
?a 10/20/97 Contract No.: 32441 Page 9 of 36
.
4
-- (3) Incorporated under the laws of the State of California
(4) Place of Business 7777 . Alvp
(Street and Number)
City and State La Mesa, California
(5) Zip Code 91941 Telephone No. (619) 403-2400
List below names of president, vice president, secretary and assistant secretary, if a corporation; if a
partnership, list names of all general partners, and managing partners:
Douglas Muirheid
Darrell Ball
Jack Tavlor
Douqlas Muirheid
President
Vice President
Vice President
Secretary
Assistant Secretary
Trwurer
NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE
ATTACHED
Contract No.: 32441 Page 10 of 36
BID SECURITY FORM
(Check to Accompany Bid)
(NOTE: The following form shall be used if check accompanies bid.)
Accompanying this proposal is a *Certified *Cashiers check payable to the order of CITY OF
CARLSBAD, in the sum of
this amount being ten percent (10%) of the total amount of the bid. The proceeds of this check shall
become the property of the City provided this proposal shall be accepted by the City through action
of its legally constituted contracting authorities and the undersigned shall fail to execute a contract
and furnish the required Performance, Warranty and Payment Bonds and proof of insurance
coverage within the stipulated time; otherwise, the check shall be returned to the undersigned. The
proceeds of this check shall also become the property of the City if the undersigned shall withdraw
his or her bid within the period of fifteen (15) days after the date set for the opening thereof, unless
otherwise required by law, and notwithstanding the award of the contract to another bidder.
BIDDER
*Delete the inapplicable word.
(Note: If the Bidder desires to use a bond instead of check, the Bid Bond form on the following pages
shall be executed-the sum of this bond shall be not less than ten percent (10%) of the total amount
of the bid.)
?3 1 o/20/97 Contract No.: 32441 Page 11 of 36
.
- BIDDER’S l3OND TO ACCOMPANY PROPOSAL
KNOW ALL PERSONS BY THESE PRESENTS;
That we,Taylor Ball of’ California, Inc., as Principal, and .ee.U;u?ce
as Surety are held and firmly bound unto the City of Carlsbad. California, in an amount.as follows:
(must be at least ten percent (10%) of the bid amount) unlimited for which
payment, well and trl~ly mwde. we bind ourselves. our heirs, executors and administrators,
successors or assigns, jaintly and severally, firmly by the+e presents.
THE CONDITION OF THE FOREGOING OBLIGATICN IS SUCH that if the proposal of the above-
runden Prlnclpal for:
Carlsbad City Ljbrary, Contrac: NO.: 32441
in the City of Cadsbad, is accepted by the City Council, and if the Principal shall duly enter into and execute a Contract including required bonds and inftclranri policies within ten (IO) calendar days
from the date of award of Contract by the City Council of the City of Carlsbad, being duty notified of
said award, then this obligation shall become null and void; othorwioe, it shall be and remain in fuN
force and effect, and the amount specified herein shall be forfeited to the said Cii.
% 10/20/Y-7 ConttactNa.:32441 Page 12 of 36
In the event Principal cxccutod this bond aa an individual, it is agreed that the death of Ptincipai shall
/c not exonerate the Surety from its obligations under this bond.
Executed by PRINCIP& this 3rd day of &ember -1 1997 .
PRINCIPAL
Taylor Ball of California, Inc. --*-- (name of Principal)
Doualas J, Muirheid
(print name here)
nt
(Title and Organization of Signatory) Taylor Ball of California, Inc.
By:
r (sign here)
-I----.- (print name here)
Executed by SURETY this _?rd’ day of December * 1997 .
SURETY:
Reliance Insurance Company
&ml* of Surety) #3 Corporate Woods, Suite 380 8700 Indian Creek Parkway
Overland Park, KS 66210
(address of Surety)
(913) 345-1413
mhone number of Surety)
(printed name of Attorney-in-Fact)
(Attach ootporate resolution showing current
powsr of attorney.)
(Title md Orggankation of S&matafy)
(Proper nctariai ackno\rvledge of execution by PRlNClPAL and SURETY must be attached.)
(President or vice-president and secretary or assistant secretary ryust sign for corporations. If only one otiicer signs, the corporation must attach a reso!ution certified by the secretary or assistant
secretq undar corporate seaI empowering that officer to bind the corporation.)
APPRCWED AS l-0 FORM:
RONALD R. RnLL
City Attorney
- BY:. . .-- JAFiE MOl3ALDI I/- Ckputy City Attorney
43 1 o/20/97 Contract No.: 32441 Page 13 af ,16
RELIANCE !mRETY COMPANY RELIANCE I.NS'UR4NCECOMP~
~PACIFICINSURANCEC~~~ RELIANCE NATIONAL INDEMNITY COMPANY
- ADMlNlSTRATlVE OFFICE, PHILADELPHIA, PENNSYLVANIA
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS, that RELIANCE SURElY COMPANY ir a corporation duly organizod under th4 laws of the St4te of D,+ aware, and that RELIANCE INSURANCE COMPANY and UNITED PACIFIC INSURANCE COMPANY, 4r4 corporations duly organizsd under th4 l4w4 of the Commonwealth of Pennsylvania 4nd that REUANCE NATIONAL INOEMNITY COMPANY is a corporation duly organi under th4 14~4 of the Stat4 of Wisconsin (herein coll4cti~4ly cdlsd “th4 Cornponies”) 4nd that the Comp4ni4r by tirtuo of signature 4nd ~44s do h4r4by m4k4, constitute snd appoint Lynn 94ddow. Bnnda Mnt. Sard! Lcfont4n. William R. PhilI& Do417 M. Clwf., of 0~ Mdw, 14~4 their tN4 ad lewful Attorney(s)-in-Fact, to make, ex4cut4, red and ddivsr for and on their behdf, and 44 thit act and doed 4ny Md 411 bond4 4nd und4rc4kine of 4ur4ty4hip end to bind the Companies thsreby 4s fully and to th4 same extent 4s if such bonds and und4rtskings 4nd cth4r writings oblig4tory in ths nature thereof wore signed by on Ex~cutivo Officer of ths Comprniar and 444l4d and attrrtsd by one other of such offic4r4, 4nd hereby ratifiss and confinna all that thsir soid Attorney(r)-i*Fwt may do in pursuance hereof.
This Power of Attorney is grsnt4d undrr snd by the authority of Article VII of thr ByLawa of RELIANCE SURm COMPANY, RELIANCE INSURANCE COMPANY, UNITED PACIFlC INSURANCE COMPANY, and RELIANCE NATIONAL INDEMNITY COMPANY which provisions or4 now in full force 4nd rffoct, reding 48 follows:
MnCLE VII - EXECUllON Of BONDS AN0 UNOEWAJCINOS
1, Ru Bard of Oheta. tin Pmhdmt. th Chkmrr d tin lord. my Suia bla R-. M vkr Raidua Q kinmt Via Prm OT nh., afflur d..qn.r.d b w 8ord o(
Dirmcton 3ull hwa PoWr ud WthoW t0 l*I lopoin AnUtUVh)inPUt nd CO WiZ* chm to l XmOU* Os? b9hdl Of VU Canpr*. bOrlh rd v&ntirpr. ruogrizru, contrm 0, u-&mmty rdo~r*~ob)iga~inbrruN*Ihr~,rdIblronmoror*uchAn~lo)in~~a~rinw~rndu~h~rduhori(r~r,toIhm.
2. Anonmy*tiFrr 3uy luw POW” rrd rrchorin. 8&iat to Uu trm rd llmitnia d ttn POW- d An- irud to rhm. to .x.M. d*ivr on b.h& or ft., Comom. borh d s.njucd&-gq rocop*mao, ~ontract9 of indmdty ad otlm *rm obcigaory in th notwo ctwoof. lho coTpQ*o 04 io no( mocaouy fo the vddiw of q b&-da rd VdrrJunoa.
rocd-, comrocM of irdmrity Ud ethr Wfm obWtor)r br UU MU* thraof.
J. A~o,,,.y(+i,+Foct dd how powr rrd ouhritv to oxocut. olfidovia roqchd to bo ottobd to bonh m~mcu, CQI(I- d W.m&y of 0th~ cot-ditiond w obtiiatw ~~~thyW~hmpo*rrmduchahyto~thhrd~aa-d~C~ r\dto~d~sly-L~d~Compv*a~uci~a~ontk~.
Th*Paro(Anonry~~ndrrdwJd~f~vdrrdh~o((hfdla~rrdrrtiadoDId~br~rd~CanmimrarthSor~olDirmaotR~i~
lnuonco CanPmr, !&cod PviRe Imwmm Com~my nd hylra Nuiaul Irdamht~ Canprn by Unrnimou C- datad - ot F&wy IS, lDS4 nd by ,k E~.e,t,w nd F,,meid
Comminr d Ik Baud d Okutora d Wmca Swath Cangr* by unrimou C- dated I d Mach 31.1994.
I /lTNESS WHEREOF, thr Cornpanier h4vo caused thors presents to bo signed clnd their corporatr sods to br hereto affixed, this Much 11. 1997.
STATE OF Ponnsyfvania COUNTY OF Phihsddphia SS.
On this, M4rd1 11, 1997, befor me, Tammy SW ~yoti, psrsondly appo4r4d Oovid T. Ak4rs. who acknowledged him&f to bo ths Senior Vic4 President of the Reliance Surety Company, and th4 Vic4 Prssidont of R4lianco Insurancr Company, United Pocifio Inruranco Cornpony, and Rolisnoe Nntiond Indemnity Company and th4t 40 such, being wthorizsd to do so, rxoout4d the forrgoing inrtrumont for the purpose therein contained by signing the narno of the corporrtion by himsdf aa its duly authorizsd officor.
In witnass whoreof, I hersunto sot my hand and offkid sod.
r NOTARAL SEAL TAMMY SUE KAYAn Notoy public City of ~hikldpM). PhYr c”I”y
MYComrmssion-JVly= @a Notuy Publio in 4 for the Stow of P&ylvsnia R&ding 4t Phild
I, Anita ZIP-, Secretary of REUANCE SUREIY COMPANY, RELIANCE INSURANCE COMPANY, UNlTED PAClFlC INSURANCE COMPANY, and REUANCE NATlONAL INDEMNITY COMPANY do horrby crftify that the above and forsgoing is a true end corrsct copy of the Powsr of Attorney executed by said Compsnisa. which is still in till force snd rffect.
IN WITNESS WHEREOF, I have horounto sot my hand and offixed tha sods of said Companion this 3rd y of December 19 97.
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT No. 5907
State of ()a/& ovk
County of 30~1 ) ipdb
On /g-3-5+7 before me, AhHQ/i/ ,
DATE NAME, TITLE 0~ OFFICER. E.G., “JANE I@NOTARY PuSLlc” /
personally appeared f&!24&7~&S3. .!lkhA=vd ,
NAME(S) OF SIGNER(S)
personally known to me - OR - 0 proved to me on the basis of satisfactory evidence
to be the person(s) whose name(s) is/are
subscribed to the within instrument and ac-
knowledged to me that he/she/they executed
the same in his/her/their authorized
capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s),
or the entity upon behalf of which the
person(s) acted, executed the instrument.
WITNESS my hand and official seal.
Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT
0 INDIVIDUAL
0 CORPORATE OFFICER
TITLE OR TYPE OF DOCUMENT TITLE(S)
0 PARTNER(S) 0 LIMITED
0 GENERAL
0 ATTORNEY-IN-FACT NUMBER OF PAGES
0 TRUSTEE(S)
0 GUARDIAN/CONSERVATOR
0 OTHER:
DATE OF DOCUMENT
SIGNER IS REPRESENTING:
NAME OF PERSON(S) OR ENTITY(IES)
SIGNER(S) OTHER THAN NAMED ABOVE
01993 NATIONAL NOTARY ASSOCIATION l 8236 Remmet Ave., P.O. Box 7164 l Canoga Park, CA 91309-7164
’ .’
CORPORATION ACKNOWLEDGMENT
State of Iowa
county of Polk
On this 3rd day of December , 1997 , before me personally
came -to me known, who being by me duly sworn, did depose and say: that
she resides in West Des Moines. Iowa
that she is the Attorney-in-Fact of the Reliance Insurance Company the corporation described
in and which executed the above instrument; that she knows the seal of said corporation; that the
seal affixed to said instrument is such corporate seal; that it was so affixed by order of the board
of directors of said corporation; and that she signed her n
BIDDER’S CERTIFICATE OF INSURANCE FOR
GENERAL LIABILITY, EMPLOYERS’ LIABILITY, AUTOMOTIVE
LIABILITY AND WORKERS’ COMPENSATION
(To Accompany Proposal)
As a required part of the Bidder’s proposal the Bidder must attach either of the following to this page.
1. Certificates of insurance showing conformance with the requirements herein for:
Comprehensive General Liability
Employer’s Liability
Automobile Liability
Workers Compensation
2. Statement with an insurance carrier’s notarized signature stating that the carrier can, and upon
payment of fees and/or premiums by the Bidder, will issue to the Bidder Policies of insurance for
Comprehensive General Liability, Employer’s Liability, Automobile Liability and Workers
Compensation in conformance with the requirements herein and Certificates of insurance to the
Owner showing conformance with the requirements herein.
< I
All certificates of insurance and statements of willingness to issue insurance for auto policies offered
to meet the specification of this contract must: (1) meet the conditions stated in The Notice Inviting
Bids and the General Conditions for this project for each insurance company that the Contractor
proposes, and (2) cover any vehicle used in the performance of the contract, used onsite or offsite,
whether owned, non-owned or hired, and whether scheduled or non-scheduled. The auto insurance
certificate must state the coverage is for “any auto” and cannot be limited in any manner.
-( . .
?3. 10/20/97 Contract No.: 32441 Page 17 of 36
--- .- .---
Kirke-Van Orsdel, Incorporated IFERS NO RIGHTS UPON THE CERTIFICATE
P.O. Box 10395 .“&#I. ,n,a uEiTIkICA+E DbES~ NOT AMEND, EXTEND OR
‘ER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Des Moines, Iowa 50306-0395 COMPANIES AFFORDING COVERAGE 5 15-243-l 630
HSURED COMPANY Taylor Ball of California, Inc. B US Fire Insurance Co
7777 Alvarado Road, Suite 501 COMPANY La Mesa CA 91941 C
COMPANY
D
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFF 3DED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
AVE BEEN REDUCED BY PAID CLAIMS. EXCLUSIONS AND CONDITIONS 0 I
TYPE OF INSURANCE POLICY NUMBER
CLAIMS MADE
OWNER’S & CONTRACTOR’S PRO1
I
A AUTOMOBILE LIABIUTY
x ANYAUTO
ALL OWNED AUTOS
SCHEDULED AUTOS
x HIRED AUTOS
x NON-OWNED AUTOS
GARAGE UABIUTY
ANY AUTO
F! SUCH POLICIE& LIMITS SHOWN MAY
B EXCESS LIABIUTY 553-048485
OTHER THAN UMBRELLA FORM
A WORKERS COMPENSATION AND
EMPLOYERS’ LIABILITY
WC71 70183665
THE PROPRIETOR/
PARTNERS/EXECUTIVE
OFFICERS ARE:
OTHER
IESCRIPTION OF OPEffATlONSROCATlONSNI - ._. iHI
GL7170183577
BA7170183577
ClESlsPEClAL lTEMS . . .
POLlCY EFFECTIVE POLICY EXPIRATION
DATE fMM/DDMY) DATE fMM/DD/YY) LIMKB
4101197 4lOll9B GENERAL AGGREGATE s 2000000
PRODUCTS - COMPIOP AGG 5 2000000
PERSONAL & ADV INJURY $ 1000000
EACH OCCURRENCE t 1000000
FIRE DAMAGE (Any one fire1 $ 1000000
MED EXP (Any one person) $ 5000
4/01197 4lOll98 COMBINED SINGLE LIMIT d 1000000
BODLY INJURY (Per person) d
l=zz,, /:
Certiticate holder IS named as an additional insured with regard to
Project No. 32441, Carlsbad City Library. Coverage is on a Primary and
Noncontributory basis per the attached endorsement.
City of Carlsbad
Purchasing Department
1200 Carlsbad Village Drive
SHOULD ANY OF THE ABOVE DEBCRIBED POLICIES SE CANCELLED BEFORE THE
EXPIRATION DATE THUIEOF, THE ISSUING COMPANY WILL m MAIL
30 DAYB WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
Carlsbad, CA 93008-l 980
,..\
ID: 76043ilif?& ’ DEC 33'97 9:02 No.001 P.02
w
THIS ENOOfjSEMENT CHANGES THE poLICY. PLEASE READ CAREFULLY. BLANK&T N)O!TIONAL INSURED ENOORSEMENT
..; -2
THIS ENDORSEMENT MODIFIES !NSURANCE PROVIDEO UNDER THE FOLLOWING;
CQMME&!AL GENERAL LIABILITY COVERAGE PART
WHO IS AN INSURED (SECTION If) IS AMENDED TO INCLUDE AS AN INSUREO ANY
PERSON OR ORGANlZATlOM (CALLED AODlTlONAL INSURED) WHOM YOU ARE REQUIRED
TO ADD AS AN ADOlTlQNAL INSURED ON ~14s POLICY UNDER A WRiTTEN CONTRACT OR
ACREEMENT. 7% CONTRACT OR AGREEMENT MUSf BE: A, CURRENNLY IN EFFECT OR BECOMING EFFECTIVE DURING THE TERM OF Tt-M POL!CY; AND
9. EXECUTED PRIOR TO THE “BODILY lN,iURY”, “PROPERTI DAMAGE”, DR
“ADVERTISING i%lURY”.
THIS lNSURANCE PRaViUED TO THE ~DDj~l(pdAl. INSURED IS LIM!?ED AS FOLLOWS: 1. THAT PERSON OR ORGANl&jTlON (S ONLY AN ADDlTlONAL, INSURED WJTH
RESpECT TO LIABILITY ARISING OUT OF: A. PREMISES YOU OWN, RENT, LEASE, OR OCCUPY; OR
8. YOUR ONGOING OPERAT]O~ FOR THE ADDITIONAL INSURED, A PERSON’S OR ORGANIZATION’S STATUS AS AN ADDITIONAL INSURED UNDER THIS ENDORSEMENT ENDS WHEN YOUR OPERATIONS FUR THE ADDITIONAL INSURED ARE COMPLETED UNLESS STATED
OTHERWISE IN A WRITTEN CDMRACT OR AGREEMENT. 2. ‘I’HE LIMITS OF INSURANCE ,WPLICABLE TO THE ADDITIONAL INSURED ARE
THOSE SPECIFIED ff+J THE WRITTEN CONTRACT OR AGREEMENT OR IN fHE
DECLARATIONS QF THE POLIC, WHICHEVER IS LESS. THESE LIMITS Of fNSURANCE ARE INCLlJSlVE AND NOT IN ADDITION TO THE LIMITS OF
lNSURANCE SHOWN IN THE DECURATIONS.
TdE INSURANCE PROVIDED TQ THE ADDITIONAL INSURED DOES NOT APPLY TO “BODILY
INJURY”, * PROPERTY DAMAGE”, “PERSONAL INJURY”, OR “ADVERTISING INJURY” ARISING OUT OF AN ARC&{IEC~‘S, ENCINEcR’S, OR SURVEYOR’S RENDERING OR
FAILURE TO RENDER ANY PROFESSIOKAL SERVICES 1NCLUOlNG:
1. THE Pf?Ef’ARING, AP$ROVINC, OR FAILING YO PREPARE OR 4PPROVE MAPS,
DRAWINGS, OPINIQNS, REPORTS, SURVEYS, CHANGE ORDERS, DESIGN OR
SPECtF~CATIQN~; ANO
2. SUPERVISORY, INSPECTION OR ENGINEERJNG SERVICES.
6 PRIMARY AND NON CONTRIBUTORY, *with regard to the ~City * project only.
29 (0742)
a9 (07~02)
AC? OLa 717~1~3577 me unll AGENT COPY * 71 amow
F i-i-? !I H h ‘5: 1 pi (j
EC: 22
i D : ;4;ijj.li4.i 3E 7 ‘3’: IT=:‘:1 ‘-K ML,C;” ,l,~~l” “a-- --- -a- DEC 30’97 . 9:03 Ro.001 P.03 *,* . I * . .
~Attuchment to CcrGficitc of Insurance)
This tudamment changes the doltowing potides:
ACP GLO ?170183$77
ACP WCA 717Q183.Q7?
ACP BA 7170183577 PlGU5C l-cad ;t r;*rufuuy.
IN REGPRDS TO THE CAi(!SBAC CITY LIBRARY PROJECT NOm3244l, IT IS AGREED
THAT IN NO EVENT SHALL "WE" HAVE ANY RIGHT OF RECOVERY ArjAINST THE ENTITY(S)
.-
LISTEU BELOW', EXCEPT IN THE EVENT THE LOSS IS DUE TO THE SOLE OR ACTIVE
NEGLIGENCE OR tirLLi?jL MISCONDUCT OF THE ENTITY(S) LISTED BELOW:
CITY OF CARtSBAG, CALIFOKNIA
NW TOTk'f'f%E,E W
I REVISED
800-441 -I 344 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION “”
Kirke-Van Orsdel, Incorporated ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
P.O. Box 10395 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Des Moines, Iowa 50306-0395 COMPANIES AFFORDING COVERAGE
515-243-l 830 COMPANY A Allied Insurance Compan I
Taylor Ball of California, Inc.
7777 Alvarado Road, Suite 501
La Mesa CA 91941
COMPANY B US Fire Insurance Co I
COMPANY C
COMPANY D
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS I
CERTlFlCAiE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFF 3DED BY THE P(
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY AVE BEEN REDUl
:0 TR TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE
DATE (MMIDDNY)
A QENERAL LlABlLlTY GL71701 a3577
x COMMERCIAL GENERAL LIABILITY
CLAIMSMADE x OCCUR I
OWNER’S & CONTRACTOR’S PROT
A AUTOMOBILE LlASlLlTY
x ANY AUTO
AU OWNED AUTOS
SCHEDULED AUTOS
x HIRED AUTOS
x NON-OWNED AUTOS
BA71701 a3577
4101197
4101197
4101197
4101197
DESCRIPTION OF OPERATlONS/LOCATlONSNEHlCU!S/SPEClAl KEMS
Certificate holder is named as an additional insured with regard to
Project No. 32441, Carlsbad City Library. Coverage is on a Primary and
Noncontributory basis per the attached endorsement.
ICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
.D BY PAID CLAIMS.
‘OUCY EXPIRATION
DATE (MM/DD/YY) LIMITS
4101i98
~1
4101/98 COMBINED SINGLE LIMIT @ 1000000 I
BODILY INJURY (Per persons 6 I
BODILY INJURY (Per accident) 1 I
PROPERTY DAMAGE t I
AUTO ONLY - EA ACCIDENT $
OTHERTHANAUTO ONLY: :: ‘.: .’ : .:
EACH ACCIDENT $ 1
AGGREGATE 1 $
4to119a EACH OCCURRENCE d 5000000
1 AGGREGATE i 8 5000000 1
4ioii9a x WC STATU-
El. EACH ACCIDENT d 500000
EL DISEASE - POLICY LIMIT $ 500000
EL DISEASE - EA EMPLOYEE 4 500000
City of Carlsbad
Purchasing Department
1200 Carlsbad Village Drive
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUINQ COMPANY WIU- MAIL
30 DAYS WRilTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,
Carlsbad, CA 93008-l 980
' FlRCHkSING " ID:7604341987 DEC 33'97 9~02 No.001 P.02
uiw
THIS ENOOFjSEMEN’T’ CHANGES TJiE POLICY. PLEASE READ CAREFULLY. BLANKET (\PD!TIQNAL INSURED ENDORSEMENT
rcllS ENDORTEMENT MQDIFIES INSURANCE PROVIDED UNDER THE FOLLOWING;
COMMERCJAL GENERAL LIABILITY COVERAGE PART
WHO IS AN INSURED (SECTION II) IS AMENDED TO INCLUDE A5 AN fNSURED ANY PERSON OR ORGANIZATION (CALLED ADDltlONAL INSURED) WHOM YOU ARE REQUIRED
TO ADD AS AN ADDJTJONAL MlSURED ON THlS POLICY UNDER A WRITTEN CONTRACT OR
AGREEMENT. THE CONTRACT OR AGREEMENT- MUST BE:
A, CURRENTYLY IN EFFECT OR BECOMlNO EFFECTIVE DURlNC THE ERM OF
THIS POLICY; AND 5. EXECUTED PRIOR TO THE “BODILY INJURY”, “PROPERT/ DAMAGE”, OR
“ADVER-t”(SCNG INJURY”.
THIS fNSLJRANCE PROVIDED TO THE ADDJTJOWL JNSUAED IS LIMItiD AS FOLLOWS:
1. THAT PERSON OR ORGANIZATION IS ONLY AN AOOITIONAL INSURED WlfH
RESPECT TO LIABILITY ARlSlNG OUT DF:
A, PREMISES YOU OWN, RENT, LEASE, QR OCCUPY; OR
8. YOUR ONGOING OPERATIONS FOR THE ADDITIONAL INSURED, A PERSON’S OR ORGANIZATJON’S STATUS A$ AN ADDITIONAL INSURED UNDER THIS ENDORSEMENT ENDS WHEN YOUR OPERATIONS FOR Tb-lE ADDlTlONAL INSURED ARE COMPLETED UNLESS STATED
OTHERWISE IN A WRITTEN CONTRACT OR AGREEMENT. 2. THE LJMlTS OF INSURANCE APPLICABLE TO THE ADDlTtONAL INSURED ARE THOSE SPECIFIED IN THE WRITTEN CONTRACT OR AGREEMENT OR tN THE
OECLARATlONS OF THE POLK& WHICHEVER I3 LESS. THESE LIMITS OF JNSURANCE ARE INCLUSIVE AND NOT IN ADDITION TO THE LlMtTS OF
INSURPNCE SHOWN IN THE DECLARATIONS,
TilE INSURANCE PROVIDED TO THE ACIDlYtONAL INSURED DOES NO-f APPLY TO *BODILY
JN.iURY”, “PROPERTV DAMAGE”, “PERSONAL INJURY”, OR “ADVERTISING JN.JlJRY”
ARISING OUT OF AN ARCHInCf’S, ENGINEER’S, OR SURVEYOR’S RENDERING 08
FAILURE TO RENDER ANY lW3FESSJbNAL SERVJCES JNCWDING:
1. THE PREPARING, APPROVING, OR FAILING TO PREPARE OR APPROVE MAPS,
DRAWINGS, OPINIONS, REPORT’S, SURVEYS, CHANGE ORDERS, DESIGN OR SPECIFICATIONS; AND 2. SUPERVISORY, INSPECT(ON OR ENGINEERING SERVICES.
ANY COVERAGE PROVIDED HEREUNDER SHALL BE EXCESS OVER ANY OTHER VALID AND
COLLECTIBLE INSURANCE AVAILABLC 10 THE ADDlTlUNAL INSURED WHETHER PRIMARY,
EXCESS, CONTINGENT, OR ON ANY OTHER BASlS UNLESS A CONTRACT SPECIFJCALLY
REQUIRES T’HIS INSUR4NCE BE PRIMARY AND NON CONTR1EUTORY, OR YOU REQUEST
THAT ii APPLY ON A PRtMARY BASIS.
a9 (at-ot)
ACP oLa717ultus77 law 97111 AOENT COPY
20 (07-92)
’ 71 mooryRT
F’ !_I ,7 !I H & :; I \‘I[;
c DEC: 22
i D : 76i)Jjd 1317
‘3’: 1r::z.i ‘-K H&..L-,t” ,~,*)Y1~l”.~C _-_ -.. DEC 30’97 9:03 No.001 P.03
{Attachment to Ceriiftcrte of InauratM
This ersduncment cltsnges the following p&da: ACP CL0 7170183S77
ACP WC.4 7171)183.5’77
ACP BA 717918.877 Plcrrc read it r;*rvhUy.
IN REGPADS TO THE CARLSBAC ClTY LlBRARY PROJECT N0.32411, IT IS AGREED
THAT IN NO EVENT SHALL "WE" HAVE ANY RIGHT OF RECOVERY AGAINST THE ENTITY(S)
LIYI-till BELOW, EXCEPT IN THE EVENT THE LOSS IS DUE TO THE SOLE OR ACTIVE
-- KGLiGENCE OR 'rl1LLFi.t MISCONDUCT OF THE ENTITY(S) LJSTED BELOW:
CITY OF CARLSBAD, CALII'UHNIA
800-441-l 344 Kirke-Van Orsdel, Incorporated
P.O. Box 10395
Des Moines, Iowa 50306-0395
515-243-l 830
THIS _-...~~ ._. CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND COI’ JFERS NO RIGHTS UPON THE CERTIFICATE
HOLDER. THIS C :ERTIFIC ATE DOES NOT AMEND. EXTEND OR
-- - ‘ERAGE AFFORDED BY THE POLICIES BELOW. ALTER THE COV
COMPANIES AFFORDING COVERAGE
COMPANY
A Allied Insurance Company
‘RODUCER
NSURED
Taylor Ball of California, Inc.
7777 Alvarado Road, Suite 2501
LaMesa, CA 9 1941
1 !!c U.S. Fire Insurance Co
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
:0 .TA TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION
DATE IMMIDOIYY) DATE IMMIDDIYY 1 LIMITS
A GENERAL UABIIJT’Y h GL7170183577
x COMMERCIAL GENERAL LIABILITY
III :’ : j : CLAIMS MADE q OCCUR 1
OWNER’S t, CONTRACTOR’S PROT Per project
assresate amlies
A AUTOMOBILE LIABILITY
x ANY AUTO
ALL OWNED AUTOS
? SCHEDULED AUTOS
HIRED AUTOS
x NON-OWNED AUTOS
GARAGE LlABlLlTY
ANY AUTO
BA7170183577
4JO1 J97 4JOl I98 GENERAL AGGREGATE s 2000000
PRODUCTS _ COMP/OP AGG $ 2000000
PERSONAL &I ADV INJURY S 1000000
EACH OCCURRENCE $ 1000000
FIRE DAMAGE (Any one tire1 $ 1000000
MED EXP IAny one personI $ 5000
1
4101 J97 4/01190 COMBINED SINGLE LIMIT $ 1000000
8 EXCESS LIABILITY 5530484853 4JOlJ97
OTHER THAN UMBRELLA FORM
A WORKERS COMPENSATION AND WC71 70183577 4101197
EMPLOYERS’ LIABILITY
THE PROPRIETOR/
PARTNERS/EXECUTIVE
OFFICERS ARE:
OTHER
‘ESCRIPTION OF OPERATlONS/LOCATIONS/VEHlCLES/SPEClAI. lTEMS
Certificate holder is named as an additional insured with regard to
project No. 32441, Carlsbad City Library, per attached. Waiver of
Subrogation per attached.
PROPERTY DAMAGE $
4lO1190
4101198
AUTO ONLY. EA ACCIDENT t
OTHER THAN AUTO ONLY:
EACH ACCIDENT 3
AGGREGATE S
EACH OCCURRENCE s
AGGREGATE s
s
-x T %?:tik OERH.
EL EACH ACCIDENT s
EL DISEASE - POLICY LIMIT S
EL DISEASE. EA EMPLOYEE S
10000000
10000000
:
100000
500000
100000
:.. ~~~~~~~~~~~~~~~~~~~~
i.. . . . . . . . . . . . 2. .A . ..\.......i... .i..: i..:, . . . . . ,\.:,.,., :i.., .A.... ..,............ ,...:,., i,........ . ..i ..,.,., :,.,., L................. ,A.. . . . . . . . . . . . . . . . . i... . . . . . . . . . . . ,.:. :......,.. . . . . . . . . . . . . . . . . . ..I.. ..,...i..... . . . . . ..i .A.. . . ..i........... ‘.‘,‘.‘.‘,.,‘,‘....,.. ..,..., __. ,., ,_,.,.............,.......... ._L.../ i,...,.,.........,.......... . . . . . . . . . ..,...,i-i..,-........_ . . ,. . . ..A......,.,...... . . . . . .._. ..,, ,, . . . . . . . . . . . . . . ,. . . ,............ .,.,.,.,, ,. /- SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE City of Carlsbad EXPIRATION DATE THEREOF, THE ISSUING CDMPANY WILL- MAIL
Purchasing Department 30 DAYS WRllTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT.
1200 Carlsbad Village Drive
Carlsbad, CA 93008-l 980
01’07/98 WED 12:lQ Ffi
ir ..L . I’
KVIS
@loos
' .1.
JC : TGi)i&jdi$!j7 ' EC 33’97 9102 Nod01
THtS ENDOqSEMEM Cl.&XiES THt POLICY. PLEAG~ MAD CAREFULLY, SlAHKm ,umncwt INSULSED EM)ORSEMENT
TH1S ENDQRTEMEIUI MOfllF1ES IN$URAHCE PROVIDE0 UNOER THE FCILLOWiNG:
CQfW’4ERCtAC CXNFRAL LlA8lCtW COVERAGE PART
WHO IS AN INSURCD (%EC3%3N II) Is AMENOED -03 INCLUDE AS AN tNSUR!ZD ANY
PERSON OR QRGANILAWIN (CALLED AOOlTlONRL INSURED) WHOM YOU RRE REPUIRED TQ ADO AS AN APDITloruL l~su~fo aN THIS RLICY UNPER A WRITTEN tONTRACT QR AQREEMENT. THE CONTRACT OR AGREEMENT MUST’ BE:
A. CURRhNrYLY IN EFFECT OR BECOMiNQ eFFECT1VE DURl!dG .t’f+E TERM tflp THIS POLICV; AND 9. EXSUTeD PRIOR TO Tw.6 *moray INjUR’t”, “PROPERTY PAMAGC*, OR “ADVERffSiNC INJURY*,
??-!I$ INSURANCE PROVIuEtj To WE AQDITIQNAL Q4SUHEO IS MIt7kD As F0LtoWSt
I. THAT PERSC3N QR ORGANI~TIQM IS ONLY AN ADDiTIONAL INSURED WI’04
FtfWElX’ TO LlAW.iTY ARISING OUT OF;
A. PREMISES YOU OWN, RENT, /EM%, OR QCCUPY; OR 8. YOUR QNGQlNG OPERATIONS FOR J-HE ADOtW3NAL MUREP. A
PERSQN’S OR ORGANIZARON’S STATUS AS AN ADM7ONAL INSURED UNDER THIS ENDORSEMENT ENDS WHEN YOUR OPERATICHS
FOR Tl4E AOOtTlOHAL INSURtD ARE COMPLFTED UNLESS STATED OTHERWISE IN A WRITTEN C@tlTR,qCt OR AGREEMENT. 2. THE !..iMlTS OF IHSURANCE flPLlCABLE TO THE ADD1TlGHAL INSURED ARE
tHOSE BPECIFIED IN THE YRI’~H CONTRACT OR ~(\CREEME~ OR it4 THE PECLARATIONS OY ME POLIC, WHICHeVER 13 LESS. THESE LfMlT3 OF INSURANCE ARE iN(;LUSIYE AND NO?- IN ADblflON TO l+tE LIMITS 06
INSURANCE SHOWN IN ‘THE OECURATIONS,
r+iE INSURAMCE PROVIDED 70 th.E AO!JITdGHAL INSURED DOES NO’f APPLY ‘r0 “66OlLY
INJURY”, "PROPERTY DAMACE", *PERSCWiL tfJJURI’“, OR “A0VERTl$IHG INJURY” ARISING OUT OF AH ARCHIT~~S, ENcIHTER’S, DR SURVEYOR~~ RkNDERING QR
I=AI~JRE 79 RENDER ANY PROFESSIOKAL SERVICES INCLUDING:
1. THE PREPARING, APPROVING, OR FAILING TO PREPARE OR APPFPWE MAPS,
DRAWINGS, OPINION+, REPQRTS. SURVEYS, CHANGE ORDERS, PISIGN OF? s~ecmxriut4i5; ANO
2, SUP6R”ISORY, INBPECTIGN OR EHCIMERING SERVICES,
PO (Ot-Ot)
*CC Q1.a ?r;rUf((yi;)y uw ml1 AGENT F4PV
29 (rn-02)
01/07/98 WED 12:19 Ffi UVIS
“‘i-I?r:Hfi’:;Ipi[j iD:76iJJTbl?F? -__ _.. @loo4
Er: 22 ‘$, lbL‘:i pK l-&L,G#’ ,,.&.@mw; EC ~c?'3? . c 9:03 KO,OOl P.03 - I
jAttuchn;mbr~a CcHfkrteofInnur4ce)
T~tudoncolentclrsn~them~~Lg~~du;
ACFGL07170M3577 ACP WCA 717mw7
ACPBA7170M3577
Pkrre mad it wduuy.
IN REtPRrlS T'0 THE CAtX$EAD CftY LIBRARY PROJiGT W.a2+li, IT' 1s AGREED
THkT IN NO EVENT Sb!ALL "WE" HAVE ANY RIGHT OF RECOVERY AiAINST THE ENTITY(S)
LI?W BELOW, EXCEPT TN THE iVENT THE LOSS IS DUE TO THE SOLE OR ACTIVE
NEGLIGENCE OR !iILLFiJL MISCONDUCT OF THE ENTITY(SI LISTED BELOW:
CITY OF CARLSBilc, I;ALIlWf~A
BIDDER’S STATEMENT RE DEBARMENT
(To Accompany Proposal)
1. Have you or any of your subcontractors ever been debarred as an irresponsible bidder by
another jurisdiction in the State of California?
yes
X no
2. If yes, what was/were the name(s) of the Owner(s) and what was/were the period(s) of
debarment(s)? Attach additional copies of this page to accommodate more than two debarments.
N!A Il.1 /x party debarred party debarred
I- .-
i : ;> -
Owner
.-_ period of debarment
BY CONTRACTOR:
Douglas J. Muirheid, Vice President
(print name/title)
Owner
‘3 1 O/20/97 Contract No.: 32441
period of debarment
Page 18 of 36
BIDDER’S DISCLOSURE OF DISCIPLINE RECORD
(To Accompany Proposal)
Contractors are required by law to be licensed and regulated by the Contractors’ State License
Board which has jurisdiction to investigate complaints against contractors if a complaint regarding a
patent act or omission is filed within four years of the date of the alleged violation. A complaint
regarding a latent act or omission pertaining to structural defects must be filed within IO years of the
date of the alleged violation. Any questions concerning a contractor may be referred to the
Registrar, Contractors’ State License board,, P.O. Box 26000, Sacramento, California 95826.
1. Have you ever had your contractor’s license suspended or revoked by the California Contractors’
State license Board two or more times within an eight year period?
yes
xx
no
2. Has the suspension or revocation of your contractors license ever been stayed?
yes xx. no
3. Have any subcontractors that you propose to perform any portion of the Work ever had their
contractor’s license suspended or revoked by the California Contractors’ State license Board two or
more times within an eight year period? C
yes xx no
4. Has the suspension or revocation of the license of any subcontractor’s that you propose to
perform any portion of the Work ever been stayed?
xx
yes no
5. If the answer to either of 1. or 3. above is yes fully identify, in each and every case, the party
disciplined, the date of and violation that the disciplinary action pertain to, describe the nature of the
violation and the disciplinary action taken therefor.
(Attach additional sheets if necessary)
c$ 10/20/97 Contract No.: 32441 Page 19 of 36
BIDDER’S DISCLOSURE OF DISCIPLINE RECORD
(CONTINUED)
(To Accompany Proposal)
6. If the answer to either of 2. or 4. above is yes fully identify, in each and every case, the party
who’s discipline was stayed, the date of the violation that the disciplinary action pertains to, describe
the nature of the violation and the condition (if any) upon which the disciplinary action was stayed.
(Attach additional sheets if necessary)
BY CONTRACTOR: .i
Taylor Ball of California, Inc.
. Muirheid. Vice Pres Dou 1 s J q a iijent (print name/title)
Contract No.: 32441 Page 20 of 36
c
NON-COLLUSION AFFIDAVIT TO BE EXECUTED
BY BIDDER AND SUBMITTED WITH BID
PUBLIC CONTRACT CODE SECTION 7106
State of California ) ) ss.
COUntyOf San Diego )
Douglas J. Muirheid
(Name of Bidder)
, being first duly sworn, deposes
and says that he or she is Vice President
(Title)
of Taylor Ball of California, Inc.
(Name of Firm)
,-
the party making the foregoing bid that the bid is not made in the interest of, or on behalf of, any
undisclosed person, partnership, company, association, organization, or corporation; that the bid is
genuine and not collusive or sham; that the bidder has not directly or indirectly induced or solicited
any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired,
connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain
from bidding; that the bidder has not in any manner, directly or indirectly, sought by agreement,
communication, or conference with anyone to fix the bid price of the bidder or any other bidder, or to
fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure
any advantage against the public body awarding the contract of anyone interested in the proposed
contract; that all statements contained in the bid are true; and, further, that the bidder has not,
directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof,
or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation,
partnership, company association, organization, bid depository, or to any member or agent thereof to
effectuate a collusive or sham bid.
,
I declare under penalty of perjury that the foregoing is true and correct and that this affidavit was
executed on the day of 3rd l3mr ,I9 9.q.
Vice President
Subscribed and sworn to before me on the
G 10/20/97 Contract No.: 32441 Page 21 of 36
i I
,-
,
,
I ._
! i .-.
j ‘.
1.r
;\- I
i
i
CITY OF CARLSBAD Purchasing Department 1200 Carisbad Village Drive Carlsbad CA 92008 REPRESENTATION AND CERTIFICATION
The following representation and certification shall be completed, signed and returned to City of Carlsbad as a part of the bid package.
REPRESENTATIONS: Mark all applicable blanks. Chis offeror represents as part of this offer that the ownership, operation and control of the business, in
accordance with the specific definitions listed below i’s:
DEFINITIONS:
MINORITY BUSINESS ENTERPRISE: “Minority Business” IS defined as a business, at least 51 percent of which is owned, operated and controlled by minority group members, or in the case of publicly owned businesses, at least 51 percent of which is owned, operated and controlled by minority group members. The Small Business Administration defines the socially and economically disadvantaged (minorities) as Black American, Hispanic American, Native Americans (i.e. American Indian, Eskimos, Aleuts and Native Hawaiians), and Asian-Pacific Americans (i.e., U.S. Citizens whose origins are from Japan, China, the Philippines, Vietnam, Korea, Samoa, Guam, the U.S. Trust Territories of the Pacific, Northern Marianas, Laos, Cambodia and Taiwan).
Are you currently certified by CALTRANS?
YES- - NO X
Certification #: N/A
CERTIFICATION OF BUSINESS R EPRESENTATION(S):
Mark all applicable blanks. This offeror represents as a part of this offer that:
This firm is-, is not= a minority business.
This firm is-, is not= a woman-owned business.
WOMAN-OWNED BUSINESS: A woman-owned
busmess IS a business of which at least 51 percent is owned, controlled and operated by a woman or women. Controlled is defined as exercising the power to make policy decisions. Operation is defined as actually involved in the day-to-day management.
FIRM’S PRIMARY PRODUCTS OR SERVICE:
Construction Contractincj
CONSTRUCTION CONTRACTOR:
CLASSIFICATION(S): R, 9, Ash
LICENSE NUMBER: 598277
TAXPAYERS1.D. NO. 33-0322446
CERTIFICATION:
‘The information furnished is certified to be factual anb correct as of the date submitted.
Taylor Ball of California, Inc.
COMPANY NAME
7777 Al .
ADDRESW P cin1
la 91941 CITY, STATE AND ZIP
(6191 403-2400 TELEPHONE NUMBER
+3 10/20/97 Contract No.: 32441 Page 22 of 36
November 21, 1997
ADDENDUM NO. 1
RE: CARLSBAD CITY LIBRARY
Please in&d& the attached addendum in the Notice to Bidder/Request for Bids you
have for the above project.
This addendum--receipt acknowledged-must be attached to your Proposal Form/Bid
when your bid is submitted.
RUTH FLETCHER
Purchasing Officer
RF:jlk
Attachment
I ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 1
1200 Carlsbad Village Drive l Carlsbad, CA 92008-l 989 l (760) 434-2803 l FAX (760) 434-l 987 633
F--
ESCROW AGREEMENT FOR SECURITY
DEPOSITS IN LIEU OF RETENTION (OPTIONAL)
This Escrow Agreement is made and entered into by and between the City of Carlsbad whose
address is 1200 Carlsbad Village Drive, Carlsbad, California, 92008, hereinafter called “City” and
“Contractor” and
whose address is
hereinafter called
whose address is
called “Escrow Agent.”
hereinafter
For the consideration hereinafter set forth, the City, Contractor and Escrow Agent agree as follows:
1. Pursuant to sections 22300 and 10263 of the Public Contract Code of the State of California,
the contractor has the option to deposit securities with the Escrow Agent as a substitute for retention
earnings required to be withheld by the City pursuant to the Construction Contract entered into
between the City and Contractor for Carlsbad City Library, Contract No.: 32441 in the amount of
.-
dated (hereinafter referred to as the
“Contract”). Alternatively, on written request of the contractor, the City shall make payments of the
retention earnings directly to the escrow agent. When the Contractor deposits the securities as a
substitute for Contract earnings, the Escrow Agent shall notify the City within 10 days of the deposit.
The Escrow Agent shall maintain insurance to cover negligent acts and omissions of the escrow
agent in connection with the handling of retentions under these sections in an amount not less than
$1 ,OOO,OOO per contract. This insurance is to be placed with insurers that have a rating in Best’s Key
Rating Guide of at least A-:V. Insurers must also be authorized to transact the business of insurance
by the State of California Insurance Commissioner as admitted carriers as evidenced by a listing in
the official publication of the Department of Insurance of the State of California and/or under the
standards specified by the City Council in Resolution No. 91-403. The market value of the securities
at the time of the substitution shall be a least equal to the cash amount then required to be withheld
as retention under the terms of the contract between the City and Contractor. Securities shall be
held in the name of the , and shall designate the
Contractor as the beneficial owner.
2. The City shall make progress payments to the Contractor for such funds which otherwise would
be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow
Agent holds securities in the form and amount specified above.
3. When the City makes payment of retentions earned directly to the escrow agent, the escrow
agent shall hold them for the benefit of the contractor until such time as the escrow created under
this contract is terminated. The contractor may direct the investment of the payments into securities.
All terms and conditions of this agreement and the rights and responsibilities of the parties shall be
equally applicable and binding when the City pays the escrow agent directly.
/-
4. The contractor shall be responsible for paying all fees for the expenses incurred by the Escrow
Agent in administering the Escrow Account and all expenses of the City. These expenses and
payment terms shall be determined by the City, Contractor, and Escrow Agent.
Fe 10/20/97 Contract No.: 32441 Page 23 of 36
5. The interest earned on the securities or the money market accounts held in escrow and all - interest earned on that interest shall be for the sole account of Contractor and shall be subject to
withdrawal by Contractor at any time and from time to time without notice to the City.
6. Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account
only by written notice to Escrow Agent accompanied by written authorization from City to the Escrow
Agent that City consents to the withdrawal of the amount sought to be withdrawn by Contractor.
7. The City shall have a right to draw upon the securities in the event of default by the Contractor.
Upon seven days’ written notice to the Escrow Agent from the City of the default, the Escrow Agent
shall immediately convert the securities to cash and shall distribute the cash as instructed by the
City.
8. Upon receipt of written notification from the City certifying that the Contract is final and complete and that the Contractor has complied with all requirements and procedures applicable to the
Contract, the Escrow Agent shall release to Contractor all securities and interest on deposit less escrow fees and charges of the Escrow Account. The escrow shall be closed immediately upon
disbursement of all moneys and securities on deposit and payments of fees and charges.
9. The Escrow Agent shall rely on the written notifications from the City and the contractor pursuant
to sections (1) to (8) inclusive, of this agreement and the City and Contractor shall hold Escrow Agent harmless from Escrow Agent’s release, conversion and disbursement of the securities and
interest as set forth above.
10. The names of the persons who are authorized to give written notices or to receive written notice
on behalf of the City and on behalf of Contractor in connection with the foregoing, and exemplars of
their respective signatures are as follows:
For City: Title
Name
Signature
Address
For Contractor:
For Escrow Agent:
Title
Name
Signature
Address
Title
Name
Signature
,- Address
At the time the Escrow Account is opened, the City and Contractor shall deliver to the Escrow Agent
a fully executed counterpart of this Agreement.
v3 10/20/97 Contract No.: 32441 Page 24 of 36
IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the
date first set forth above.
For City:
Title
Name
Signature
Address
For Contractor:
Title
Name
Signature
Address
For Escrow Agent:
Title
Name
Signature
Address
vq 1 o/20/97 Contract No.: 32441 Page 25 of 36
CONTRACT
PUBLIC WORKS
This agreement is made this B* day of 199f, by and
between the City of Carlsbad, California, a municipal &rporatiod (hereinafter called “City”),
and TAYLOR BALL OF CALIFORNIA, INC. whose principal place of business is
7777 ALVARADO ROAD SUITE 501, LA MESA, CA 91941
called “Contractor”).
(hereinafter
City and Contractor agree as follows:
1. Description of Work. Contractor shall perform all work specified in the Contract documents
for: Carlsbad City Library, Contract No.: 32441, and Contract Documents dated July 1, 1997
(hereinafter called “project”)
2. Provisions of Labor and Materials. Contractor shall provide all labor, materials, tools,
equipment, and personnel to perform the work specified by the Contract Documents.
3. Contract Documents. The Contract Documents consist of this Contract, Notice Inviting Bids,
- Contractor’s Proposal, Bidder’s Bond, Bidder’s Information Regarding Subcontractors, Bidder’s
Statements of Financial Responsibility, Technical Ability and Experience, Re Debarment, Non-
collusion Affidavit, Escrow Agreement, Release Form, the Plans and Specifications, the General
Conditions, addendum(s) to said Plans and Specifications and General Conditions, and all proper
amendments and changes made thereto in accordance with this Contract or the Plans and
Specifications, and all bonds for the project; all of which are incorporated herein by this reference.
Contractor, her/his subcontractors, and materials suppliers shall provide and install the work as
indicated, specified, and implied by the Contract Documents. Any items of work not indicated or
specified, but which are essential to the completion of the work, shall be provided at the Contractor’s
expense to fulfil1 the intent of said documents. In all instances through the life of the Contract, the
City will be the interpreter of the intent of the Contract Documents, and the City’s decision relative to
said intent will be final and binding. Failure of the Contractor to apprise subcontractors and materials
suppliers of this condition of the Contract will not relieve responsibility of compliance.
4. Payment. Refer to the General Conditions for payment procedures.
,.-
5. Independent Investigation. Contractor has made an independent investigation of the.
jobsite, the soil conditions at the jobsite, and all other conditions that might affect the progress of the
work, and is aware of those conditions. The Contract price includes payment for all work that may
be done by Contractor, whether anticipated or not, in order to overcome underground conditions.
Any information that may have been furnished to Contractor by City about underground conditions
or other job conditions is for Contractor’s convenience only, and City does not warrant that the
conditions are as thus indicated. Contractor is satisfied with all job conditions, including underground
conditions and has not relied on information furnished by City.
?3 10/20/97 Contract No.: 32441 Page 26 of 36
6. Hazardous Waste or Other Unusual Conditions. If the contract involves digging - trenches or other excavations that extend deeper than four feet below the surface Contractor shall
promptly, and before the following conditions are disturbed, notify City, in writing, of any:
A. Hazardous Waste. Material that Contractor believes may be material that is hazardous waste,
as defined in section 25117 of the Health and Safety Code, that is required to be removed to a Class
I, Class II, or Class Ill disposal site in accordance with provisions of existing law.
B. Differing Conditions. Subsurface or latent physical conditions at the site differing from those
indicated.
C. Unknown Physical Conditions. Unknown physical conditions at the site of any unusual
nature, different materially from those ordinarily encountered and generally recognized as inherent in
work of the character provided for in the contract.
City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ,
or do involve hazardous waste, and cause a decrease or increase in contractor’s costs of, or the
time required for, performance of any part of the work shall issue a change order under the
procedures described in this contract.
,C
In the event that a dispute arises between City and Contractor whether the conditions materially
differ, or involve hazardous waste, or cause a decrease or increase in the contractor’s cost of, or
time required for, performance of any part of the work, contractor shall not be excused from any
scheduled completion date provided for by the contract, but shall proceed with all work to be
performed under the contract. Contractor shall retain any and all rights provided either by contract or
by law which pertain to the resolution of disputes and protests between the contracting parties.
7. Immigration Reform and Control Act. Contractor certifies it is aware of the requirements
of the Immigration Reform and Control Act of 1986 (8 USC sections 1101-1525) and has complied
and will comply with these requirements, including, but not limited to, verifying the eligibility for
employment of all agents, employees, subcontractors, and consultants that are included in this
Contract.
8. Prevailing Wage. Pursuant to the California Labor Code, the director of the Department of
Industrial Relations has determined the general prevailing rate of per diem wages in accordance with
California Labor Code, section 1773 and a copy of a schedule of said general prevailing wage rates
is on file in the office of the City Engineer, and is incorporated by reference herein. Pursuant to
California Labor Code, section 1775, Contractor shall pay prevailing wages. Contractor shall post
copies of all applicable prevailing wages on the job site.
,-
9. Indemnification. Contractor shall assume the defense of, pay all expenses of defense, and
indemnify and hold harmless the City, and its officers and employees, from all claims, loss, damage,
injury and liability of every kind, nature and description, directly or indirectly arising from or in
connection with the performance of the Contract or work; or from any failure or alleged failure of
Contractor to comply with any applicable law, rules or regulations including those relating to safety
and health; and from any and all claims, loss, damages, injury and liability, howsoever the same may
be caused, resulting directly or indirectly from the nature of the work covered by the Contract, except
for loss or damage caused by the sole or active negligence or willful misconduct of the City. The
expenses of defense include all costs and expenses including attorneys’ fees for litigation,
arbitration, or other dispute resolution method.
?a 10/20/97 Contract No.: 32441 Page 27 of 36
- Contractor shall also defend and indemnify the City against any challenges to the award of the
contract to Contractor, and Contractor will pay all costs, including defense costs for the City.
Defense costs include the cost of separate counsel for City, if City requests separate counsel.
10. Insurance. Contractor shall procure and maintain for the duration of the contract
insurance against claims for injuries to persons or damage to property which may arise from or in
connection with the performance of the work hereunder by the Contractor, his or her agents,
representatives, employees or subcontractors. Said insurance shall meet the City’s policy for
insurance as stated in Resolution No. 91-403.
(A) Coverages and Limits Contractor shall maintain the types of coverages and minimum limits
indicted herein:
a. Comprehensive General Liability Insurance: $5,000,000 combined single limit per
occurrence and $10,000,000 general aggregate, for bodily injury and property damage. If the policy
has an aggregate limit, a separate aggregate in the amounts specified shall be established for the
risks for which the City, or its agents, officers, or employees are additional insured.
b. Products - Completed Operations Aggregate: $5,000,000
C. Personal and Advertising Injury: $1 ,OOO,OOO
d. General Aggregate - Not applicable to Comprehensive Form: $1 O,OOO,OOO
e. Automobile Liability Insurance: $5,000,000 combined single limit per accident for bodily
injury and property damage. In addition, the auto policy must cover any vehicle used in the
performance of the contract, used onsite, or offsite, whether owned, non-owned or hired, and
whether scheduled or non-scheduled. The auto insurance certificate must state the coverage is
for “any auto” and cannot be limited in any manner.
f. Workers’ Compensation and Employers’ Liability Insurance: Workers’ compensation limits
as required by the Labor Code of the State of California and Employers’ Liability limits of
$1 ,OOO,OOO per incident. Workers’ compensation offered by the State Compensation Insurance
Fund is acceptable to the City.
(B) Additional Provisions. Contractor shall ensure that the policies of insurance required under
this agreement contain, or are endorsed to contain, the following provisions. General Liability,
Employers’ Liability and Automobile Liability Coverages:
a. The City, its officials, employees, and volunteers are to be covered as additional insured as
respects: liability arising out of activities performed by or on behalf of the Contractor; products
and completed operations of the contractor; premises owned, leased, hired or borrowed by the
contractor. The coverage shall contain no special limitations on the scope of protection afforded
to the City, its officials, employees, or volunteers. All additional insured endorsements must be
evidenced using separate documents attached to the certificate of insurance; one for each
company affording general liability, employers’ liability and auto liability coverage.
.-’ b. The Contractor’s insurance coverage shall be primary insurance as respects the City, its
officials, employees, and volunteers. Any insurance or self-insurance maintained by the City, its
officials, employees, or volunteers shall be in excess of the contractors insurance and shall not
p3 1 o/20/97 Contract No.: 32441 Page 28 of 38
contribute with it.
,-
c. Any failure to comply with reporting provisions of the policies shall not affect coverage provided
to the City, its officials, employees, or volunteers.
d. Coverage shall state that the contractor’s insurance shall apply separately to each insured
against whom claim is made or suit is brought, except with respect to the limits of the insurer’s
liability.
(C) “Claims Made” Policies. If the insurance is provided on a “claims made” basis, coverage shall
be maintained for a period of three years following the date of completion of the work.
(D) Notice Of Cancellation. Each insurance policy required by this agreement shall be endorsed
to state that coverage shall not be non-renewed, suspended, voided, canceled, or reduced in
coverage or limits except after thirty (30) days’ prior written notice has been given to the City by
certified mail, return receipt requested.
(E) Deductibles And Self-Insured Retention (S.I.R.) Levels. Any deductibles or self-insured
retention levels must be declared to and approved by the City. At the option of the City, either the
insurer shall reduce or eliminate such deductibles or self-insured retention levels as respects the
City, its officials, Construction Manager, and employees; or the contractor shall procure a bond
guaranteeing payment of losses and related investigation, claim administration and defense
expenses.
(F) Waiver of Subrogation. All policies of insurance required under this agreement shall contain a
waiver of all rights of subrogation the insurer may have or may acquire against the City, or any of its
officials or employees.
(G) Subcontractors. Contractor shall include all subcontractors as insured under its policies or
shall furnish separate certificates and endorsements for each subcontractor. Coverages for
subcontractors shall be subject to all of the requirements stated herein.
(H) Acceptability of Insurers. Insurance is to be placed with insurers that have a rating in Best’s
Key Rating Guide of at least A-:V. Insurers must also be authorized to transact the business of
insurance by the State of California Insurance Commissioner as admitted carriers as evidenced by a
listing in the official publication of the Department of Insurance of the State of California and/or under
the standards specified by the City Council in Resolution No. 91-403.
(I) Verification of Coverage. Contractor shall furnish the City with certificates of insurance and
original endorsements affecting coverage required by this clause. The certificates and
endorsements for each insurance policy are to be signed by a person authorized by that insurer to
bind coverage on its behalf. The certificates and endorsements are to be in forms approved by the
City and are to be received and approved by the City before the Contract is executed by the City.
(J) Cost Of Insurance. The Cost of all insurance required under this agreement shall be included
in the Contractor’s bid.
11. Claims and Lawsuits. All claims by contractor for $375,000 or less shall be resolved in
accordance with the provisions in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5
(commencing with section 20104) which are incorporated by reference. The contractor shall initially
submit all claims over $375,000 to the City using the informal dispute resolution process described in
vq 1 o/20/97 Contract No.: 32441 Page 29 of 36
_-
Public Contract Code subsections 20104.2(a), (c), (d). Notwithstanding the provisions of this section
of the contract, all claims shall comply with the Government Tort Claim Act (section 900 et seq., of
the California Government Code) for any claim or cause of action for money or damages prior to
filing any lawsuit for breach of this agreement.
(A) Assertion of Claims. Contractor hereby agrees that any contract claim submitted to the City
must be asserted as part of the contract process as set forth in this agreement and not in anticipation
of litigation or in conjunction with litigation.
(B) False Claims. Contractor acknowledges that if a false claim is submitted to the City, it may be
considered fraud and the Contractor may be subject to criminal prosecution.
(C) Government Code. Contractor acknowledges that California Government Code sections
12650 et seq., the False Claims Act, provides for civil penalties where a person knowingly submits a
false claim to a public entity. These provisions include false claims made with deliberate ignorance of
the false information or in reckless disregard of the truth or falsity of the information.
(0) Penalty Recovery. If the City of Carlsbad seeks to recover penalties pursuant to the False
Claims Act, it is entitled to recover its litigation costs, including attorney’s fees.
(E) Debarment for False Claims. Contractor hereby acknowledges that the filing of a false claim
may subject the Contractor to an administrative debarment proceeding wherein the Contractor may
be prevented from further bidding on public contracts for a period of up to five years.
(F) Carlsbad Municipal Code. The provisions of Carlsbad Municipal Code sections 3.32.025,
3.32.026, 3.32.027, and 3.32.028 pertaining to false claims are incorporated herein by reference.
(G) Debarment from Other Jurisdictions. Contractor hereby acknowledges that debarment by
another jurisdiction is grounds for the City of Carlsbad to disqualify the Contractor or subcontractor
from participating in future contract bidding.
I have read and understand all provisions of Section 11 above.
OGi!
5 ,’
12. Maintenance of Records. Contractor shall maintain and make available at no cost to the
City, upon request, records in accordance with sections 1776 and 1812 of Part 7, Chapter 1, Article
2, of the Labor Code. If the Contractor does not maintain the records at Contractor’s principal place
of business as specified above, Contractor shall so inform the City by certified letter accompanying
the return of this Contract. Contractor shall notify the City by certified mail of any change of address
of such records. * ,
13. Labor Code Provisions. The provisions of Part 7, Chapter 1, commencing with section
1720 of the Labor Code are incorporated herein by reference.
14. Security. Securities in the form of cash, cashier’s check, or certified check may be substituted
for any monies withheld by the City to secure performance of this contract for any obligation
established by this contract. Any other security /that is mutually agreed to by the Contractor and the
City may be substituted for monies withheld to ensure performance under this Contract. I i’
,’ - *
a 1 o/20/97 Contract No.: 32441 Page 30 of 36
15. Provisions Required by Law Deemed Inserted. Each and every provision of law and - clause required by law to be inserted in this Contract shall be deemed to be inserted herein and
included herein, and if, through mistake or otherwise, any such provision is not inserted, or is not
correctly inserted, then upon application of either party, the Contract shall forthwith be physically
amended to make such insertion or correction.
16. Additional Provisions. Any additional provisions of this agreement are set forth in the
“General Conditions” attached hereto and made a part hereof.
?3 10/20/97 Contract No.: 32441 Page 31 of 36
NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE
ATTACHED
,.,
(CORPORATE SEAL)
CONTRACTOR: TAYLOR BALL
CITY OF CARLSBAD a municipal corporation
of the State of California
Al-TEST: DOUGLAS J. MUIRBEID, VICE PRESIDENT
(print name and title)
By:
(sign here)
f
(print name and title)
President or vice-president and secretary or assistant secretary must sign for corporations. If only
one officer signs, the corporation must attach a resolution certiied by the secretary or assistant
secretary under the corporate seal empowering that officer to bind the corporation.
APPROVED AS TO FORM:
RONALD R. BALL
City Attorney
Contract No.: 32441 Page 32 of 36
CALIFORNIA ALLPURPOSE ACKNOWLEDGMENT No. 5907
State of
County of J
On /2 -23-79 M&w ,
DATE E DOE, NOTARY PhLlC”
personally appeared I I u
P
NAME(S) OF SIGNER(S)
personally known to me - OR - 0 proved to me on the basis of satisfactory evidence
to be the person(s) whose name(s) is/are
subscribed to the within instrument and ac-
knowledged to me that he/she/they executed
the same in his/her/their authorized
capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s),
or the entity upon behalf of which the
person(s) acted, executed the instrument.
WITNESS my hand and official seal.
OPTIONAL
Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT
0 INDIVIDUAL
0 CORPORATE OFFICER
TITLE OR TYPE OF DOCUMENT TITLE(S)
0 PARTNER(S) 0 LIMITED
0 GENERAL
0 ATTORNEY-IN-FACT
0 TRUSTEE(S)
NUMBER OF PAGES
i z;/;;lAN/CONSERVATOR
DATE OF DOCUMENT
SIGNER IS REPRESENTING:
NAME OF PERSON(S) OR ENTITY(IES)
SIGNER(S) OTHER THAN NAMED ABOVE
01993 NATIONAL NOTARY ASSOCIATION l 8236 Remmet Ave., P.O. Box 7184 l Canoga Park, CA 91309-7184
: :: i,b.
.
‘ <
MINUTES OF INFORMAL ACTION
OF THE DIRECTORS OF
TAYLOR BALL OF CALIFORNIA, INC.
WHEREAS, the General Corporation Law of California, authorizes the taking of action by the
Board of Directors of a corporation without a meeting if a consent in writing setting forth the
action so taken shall be signed by all directors and declares that such consent shall have the same
force and effect as a unanimous vote; and
WHEREAS, the undersigned Board of Directors of Taylor Ball of California, Inc., a California
corporation, desire that action expressed in the resolutions hereinafter set forth be taken by all of
said directors.
NOW, THEREFORE, the undersigned constituting all of the directors of Taylor Ball of
California, Inc. hereby consent to the taking of such action set forth in the following resolutions
and hereby adopt the same, all as of the date hereof.
BE IT RESOLVED, that Jack Ingle is hereby elected to serve as Treasurer of the
corporation until the next annual meeting of the Board of Directors and until his
successor is elected and qualified, to wit.
Dated as of this 1st day of May, 1997.
Jack P. Tdylor, Director Dan-elk. Ball, Director
d:\t0196hgle-min.doc
’ ;.. - 0
.
I MINUTES OF INFORMAL ACTION
OF THE DIRECTORS OF
TAYLOR BALL OF CALIFORNIA, INC.
(ANNUAL MEETING)
WHEREAS, the General Corporation Law of California, authorizes the taking of action by the Board of
Directors of a corporation without a meeting if a consent in writing setting forth the action so taken shall be
signed by all directors and declares that such consent shall have the same force and effect as a unanimous vote;
and
WHEREAS, the undersigned Board of Directors of Taylor Ball of California, Inc., a Cahfomia corporation,
desire that action expressed in the resolutions hereinafter set forth be taken by all of said directors.
NOW, THEREFORE, the undersigned constituting all of the directors of Taylor Ball of California, Inc. hereby
consent to the taking of such action set forth in the following resolutions and hereby adopt the same, all as of the
date hereof.
RESOLVED, that the following persons are hereby elected to serve in the following capacities as
officers of the corporation until the next annual meeting of the Board of Directors and until their
successors are elected and qualified:
_-
President Doug Muirheid
Vice President Darrell C. Ball
Vice President ’ Doug Muirheid
Secretary Jack P. Taylor
Assistant Secretary Doug Muirheid
Treasurer Jack Ingle
RESOLVED, that all of the acts and doings of the officers of this corporation since the date of the last
annual meeting, be and the same are hereby fully ratified, approved and confirmed. . .
Dated as of this 2nd day of June, 1997. /) --,- -df@ Darrell C. Ball, Director
dAtOl96Mbdmin.doc
._ * a .
. 1 a
MINUTES OF INFORMAL ACTION OF THE
EXECUTIVE COMMITTEE OF
TAYLOR BALL, L.C.
The following resolutions are approved by the Executive Committee of Taylor Ball, L.C. (the
“Company”)
RESOLVED, that the sole members of the Executive Committee shall be Jack P.
Taylor and Darrell C. Ball, the two representatives appointed by Taylor Ball, Inc.,
and thereby pursuant to Article 4 Section 1, Jack P. Taylor and Darrell C. Ball
shall be the sole Managers of Taylor Ball, L.C.
RESOLVED, the attached Schedule A shall be substituted as Schedule A to the
Operating Agreement for Taylor Ball, L.C.
Dated as of PI e day of ,1997. I n &kin&f
Taylo$$&l, Inc., /
Darrell C. Ball, President
Member and Retiring
Member
Executive Committee Member
Ja% Ingle, 6mber
Axecutive Committee Member
Executive Committee Member
Scott Kohrs, Member
. Jag Misfiler,
[Signatures continue on following page]
d:~tOl Wi!O I)nin-crcc.doc
-2-
.I MINUTES OF INFORMAL ACTION OF THE MEMBERS OF TAYLOR BAJ.,L, L.C.
WHEREAS, the undersigned members of Taylor Ball, L.C., an Iowa limited liability company, desire that action expressed in the resolutions hereinafter set forth be taken by all of said members.
NOW, THEREFORE, the undersigned, constituting all of the members of Taylor Ball, L.C. hereby unanimously consent to the taking of such action set forth in the following resolutions and hereby adopt the same, all as of the date hereof:
RESOLVED, the following persons are hereby elected as managers until their successors are elected and qualified, to wit:
Jack P. Taylor Darrell C. Ball Jim Ryan Douglas Ohde Brian Laartz John Krueger Richard Haas Steve Lang Jack Ingle Taylor Ball, Inc.
BE IT FURTHER RESOLVED that all of the acts and doings of the managers of this company since the date of organization, be and the same are hereby fully ratified, approved and confirmed.
Dated as ofAe 9th day of June, 1997.
by:’ Darrell C. Ball, President
Douglas M.$@e, Men??
Scott Kohrs, Member
[signatures continue on following page]
Jack%gle, Member
.
.-
d:\tO 196kalshmin.doc
-2-
F Bond Number B2754772
. . - LABOR AND MATERlALS BOND
WHEREAS, the City Council of the City of Carisbad, State of Califomq by Resoiti on
No. 97-726 adopted TAYLOR BALL OF ‘CALIFORNIA, DECEMBEJ-I 6, 1997 -- , has awarded to INC. .- (hereinafter designated as the “Principal”), a Contract for- Carl&ad City Library.
Contract No,: 32441
in the City of Car&bad, in strict ccmformity with the drawings and specifications, and other Cant: a.ct
Doouments now on tile in the OIyioe of tne City Clerk of the City uf Cmlsbad and all of vuhic5 VC
incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute said Contract and the terms thef 3of
require the furnishing of a bond, providing that if Principal or any of their subcontractors shall fa to pay for any materials, provisions, provender or &bar supplies or teams used in. upon or about :he
performance of the work agreed to be done, or for any work or k&r don8 thereon of any kind. the
Surety ~1 this bind will pay the same to the extent hereinafter set forth.
NOW, THEREFfXE, WE, 7xYLoR BALL or CALJFCIRNIA, wc. -t
C as Principal, (hereinafter designated as the “Contractof’), and Reliance Insurance comnw .-
as Surety, are held firmly bound unto the City of G&bad in the sum of FOU.R MILLION FIV IL
HUNDRED NINETY ONE THOUSAND NINE HUNDRED AND #o/lo@-----------~oila s
($ 4,591,900.00 1 said sum being fifty percent (50%) of the estim&d amount payabk by the City of Carlsbad under the terms of the Contract, for which payment well end truly to be matic WP
bind ourseh/es, our heirs, ex8cutors and administrators, successors, or assigns, jointly and sever; !Iiy,
firmly by these presents.
THE CONDITION OF THIS OBLlGATlON IS SUCH that if the psrson or his/her subcontractors ‘2 il to
pay for any matc?rials, provisions, provender, supplies. or teams us& in, upon, for. or about the
performance of the work contracted to be done, or for any other work or labor thereon of any kin: , w for amounts due under the Unemployment Insur;lnce Code with respect to such work or k&or. o for
any amounts required to be deducted, withheld, and paid ov8r to the Emp!oyment Oevelspn et-6
De~UWfWIt from the w~~yes of employees of the Contractor and subcontractors pum!lant to SQC I’or,
13020 of the Unemployment Insurance Code with respect to such woe and labor that the Surctj #!I
pay for tie same, not to ec88d t!78 sum specified in the bond, and. also, in case suit is brought I. pan
the bond, costs and reasonable expenses and fees, including reasonable attorney’s fees, to be f led by the court, as required by the provisions of section 3248 of the California Civil Code.
This bond shall inure to the benefit of any and all persons, companies and coqxrations entitled k file
- claims under Title 15 of Part 4 of Division 3 of the Civil Code (commencing with sedkx~ 3087)
C Yurety stipulattes and agrees that no cttangs, extwsion of time, alteration or addition to the tcm s of
the Contract, or to the work to be performed thereunder or the specifications accompanying the
same shall affect its obligations on this bond, and it does nereby waive notice of any cha tgrj,
rtontract No ’ 32647 mge ?3 of 35
“‘. extension of the, alterations or addition In fhe terms of the contract or to the work or to he
specifications.
In the event that Contractor is an individual, it is agreed that the death of any such Con?ractor s. iall
not eXOn8rate the Surety from its obligatiorrs under this bond.
Executed by CONTRACTOR this 2%-d
day of December t 1997 .
CONTRACTOR:
Taylor Ball Of California, LX.
(print name here)
Vice President
(title and organizatiun of dgnatcwy)
By:
(sign here)
‘- (print name here)
(title and organization of signatory)
Executed by SURETY this 2?rd d Jy
of December * wJyL*.
SURETY:
Reliance 1-v - (name of Sumty) #3 Corporate Woods, Suite 380, 8700 Indian CYeek Parkway, Overland P-k, KS 66210
- (address of Surety)
913-345-1413 ------_ _.
- (tetephon8 nU!TlbW Of SUretyi A-
.--- (signature of Attorney-in-&%$
William R. Phillips -.-w - (printed name of Atm?xy-if-t-Factj
(attach corporate resolution showing curren pow0r of ettomey)
(Pmper nCWnai acknOWkdge d execution by CONTF?ACTGR and QW?ETY must be attsched.!
(President or vice-president and sew&q or assistant secretary must sign for ccrporations. lf 1 niy
one ofker signs, the corporation must attach a resolution certified by the secretary or assis: ,ilnt secretary under carporate seal empowering that officer to bind the corporation.)
APPROVED AS TO FORM:
RONAL R. BALL
City Attorney
,-
- BY’ JAN
DeP
Contract No.. 32441 Page 34 of 36
COFtf’ORATION ACKNOWLEDGMENT
State of Iowa
County of Polk
On this 23rd day of December ,1997 , before me personally
came William R. Phillips to me known, who being by me duly
sworn, did depose and say: that he resides in West Des Moines. Iowa ,
that he is the Attorney-in-Fact of the Reliance Insurance Comuanv the corporation described
in and which executed the above instrument; that he knows the seal of said corporation; that the
seal affixed to said instrument is such corporate seal; that it was so affixed by order of the board
of directors of said corporation; and that he signed his name thereto by like order.
CORiORATiON ACKNOWLEDGMENT
State of California
County of San Diego
On this 23 day of December , 19 97 , before me personally
came { to me known, who being by me Dou las
duly sworn, did depose and say: that he/she resides in San Diecro, California; . thathe/sheisthe Vice President ofthe Tay&r m of
California, Inc. the corporation described in and which executed the above
instrument; that he/she knows the seal of said corporation; that the seal affixed to
said instrument is such corporate seal; that it was so affixed by order of the board of
directors of said corporation; and that he/she signed his/her name thereto by like
order.
G/LA, / ‘i /’
Notary l&bl.ic
~LIANCESURETY COMPANY 'I'
UNllTDPACElClN~~C~~ANY .-
RBJAJ'KE U+SURANCE COMPANY
RELIANCE NATIONAL INTIEMNITY Co~pm
ADMINISTRATIVE OFFICE. PHILADELPHIA, PENNSYLVANIA
,- POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS, that RELIANCE SUREIY COMPANY is a corporation duly organized under the laws cf the State of D,+ aware, and that RELIANCE INSURANCE COMPANY and UNITED PAClFlC INSURANCE COMPANY, ara corporations duly orgahtd under th,, laws of the Commonwsalth of Penns@ania and that AEUANCE NATIONAL INDEMNITY COMPANY is a corporation duly organizd under tha laws of the State of Wisconsin (herein collectively cdlad ‘tha Companias’) and that the Companias by virtue of signatura and seals do hareby make, constitute and appoint Lynn Beddow. Brenda Wnant, Sarah Loranzen, William R. Phililpe, Doan M. Cfa&., of Dee Moirraa, lowa thsir true and lawful Attorney(s)-in-Fact, to make, exacuts, seal and deliver for and on their behalf, and as their act and daad any and all bonds and un&rtakinv of suretyship and to bind the Companrss thereby as fully and to the same extant as if such bonds and un&rt&ings and other wntings obligatory in the nature thereof were signed by an Executive Officer of the Companies and saalad and attested by one other of such officers, and hereby ratifies and confirms all that their said Attorney(s)-in-Fact may do in pursuance hereof.
This Power of Attorney is grantad under and by the authority of Article VII of the By-Laws of RELIANCE SURm COMPANY, RELIANCE INSURANCE COMPANY, UNITED PACIFIC INSURANCE COMPANY, and REUANCE NATIONAL INOEMNl~ COMPANY wNch provisions are now in full forca and effect, reading as follows:
MTICLE Vll - O(t%XlllON Of BONO9 AN0 UNDERTAKINGS
1. RrSordo(D&~athRridr*.thChJrmmd~S)ord.mSriaViaR~.~Vla~a~~VlaRr’dmanhro~~~n.t~~hBordo(
Directa d74 hw powr ud m&mriW 10 14 WVOht AttOWNM-+f~ nd to WthaiJ* tkm 10 wXM* m b&U d h C-pm. m nd UrdrtJlirff rec@z-, conuKp d wdammy
rrdothr~mLproblign~in~rucv~thnot.rd~ltonmovr~uchAR~~)infwtU~rinwrdmduth~rrd~gn~to(hm.
2. Attumy*~fut 3JI hn paw* rrd mdwriw. a&met to ttm l- d limitak9-m of dm Powr cd Attommy ‘km& to thmn, to l xmcut* d&vu a bmhN 0, thm Comfm. bomb
u-d u-tda-ttim. racogrizmca. cmvacm d indan* md elk wfitbw9 o#istor* in th rutwe thud. Thm cOrpQa* nd i cat ll~upl lot rtr vdiiity of my be-da cd u&n-.
r.c~nhmmo. cone- d ‘hdmmndty d nhr wridrw oblbataw in ttm - ttwwt. . .
3. Attarryl.~f~ 3uy hew fowr md mdtwity to -acut. aftidavi~ nprird to ba attrhd to band% rr~gnirmaa, cmwaem d ivUwm&v or othr corditiaul61 et4iiatay
~~th*W4bolmvpwarmd~tooudtrthAmiJR- dttmCCompmrdtoc~ofdmhBlirmdrt*Canpmv amrimiehorwuimthud.
~Porrrd~~b~ndrdrJd~f~vdrrd~rhai(rdthfoYorring~daotd4ch~rdkmaCommi~vof~B~o~Dincconol~~
,-- cc,,,-, U&.,4 pdflc Imu Can- rrd R*lrra Nahnd IMy Cm- 4 Unrimau C- damd m ot Fmbnnry 21,lSSd m-4 by tk EXUL+W ud RnrdA
Cmmittr d dr Saud d Olrecta d RaIlma SWUV Corn- 4 Unrimar C-dad I d Much 31.1994.
‘~~th~ofuekdincCard~ard~~~dCComvmm~~~dto~uckP~~otAK~orMsrtifienrrd~tknob*
fm.md m uch Parr ai Anarr* or anifluu bem+ such kaimik ~OTl~nd3uY~v~ndbindLpuDar~cCanpynd~uskPwrrw
~~rdcrtiRd~I~mik*ONNurdt~mi*~3ul(~*didrd~~~C~. inth~*w~r~tor*badavrdrr~towtickitb
utwhd:
F VjTNESS WHEREOF, tha Companies have causad these presants to be signed and their corporate seals to be hereto affixad, this March 11.
/7.
RELIANCE SuRErY COMPANY RELLU’KE INSURANCE COMPANY UNITED PACIFIC INSURANCE COMPANY RELIANNE NA’RONAI. INDEMNrrY COMPANY ,
STATE OF Panmyivania COUNTY OF Philadelphia SS.
On this March 11, 1997, before ma, Tammy SW Kayati, persondly appeared David f. Atram, who acknowledged himself to ba the Sanior Vice Prssida& of the Raliance Surety Company, and tha Vice Prssidant of Rakancr Insurmca Company, Unitad Pacific Insurance Company, and Reliance Nationel Indemnity Company and that aa such, being authorizd to do so, rxacutad the foregoing instrument for the purpose thersln contained by signing the name of the corporation by himself aa its duly wthorizad officer.
In witness whereof, I hereunto set my hand and offfcid sod.
I Anita ZIppert, Secretary of RELIANCE SURETY COMPANY, RELIANCE INSURANCE COMPANY, UNlTED PACIFIC INSURANCE COMPANY, and iEUANCE NATlONAL INDEMNfTY COMPANY do hereby certify that the above and foregoing is a trua and corract copy of the Power of Attorney sxacutad by said Companies, which ia still in full force and affect.
IN WITNESS WHEREOF, I have hereunto sat my hand and affixed the meals of said Companies this 11. y of December 19 97.
.
Bond Number B2754772
/c
FAITHFUL PERFORMANCEMIARRANTY BOND
WHEREAS. the Ci Council of the City of Cartsbad, State of California, by Resolut on
No. 97-726 , adopted D-EI;EMBER 16. j997 .--, has awarded to
TAYLOR BALL OF CALIFORNIA, INC. , (hereinaftt r
CfeSignated as the “Principal”), a Cc&act for: C&&bad City Library, Contract NO.: 32441
in the City of Carlsbad, in strict conformity wrth tM contrad, me drawlrigs and specifkations~ I tnd
other Contract Documents now on file in the Oflice of the City Clerk of the City of Carlsbad. a of which are incorporated herein by this reference.
WHEREAS, Principal has executed or is aboti to execute said Contract and the terms ther ?of
require the furnishing of a bond for the faithful perfomrmce and wamnty uf said Contract;
NOW, THEREFORE, WE, TAYLOR BALL OF CALIFORNIA, INC. * 36 Prkipi I,
(hereinafter designated as the “Contractof), and Reliance Ins~~Ce &mPmY --
, as Surety, are held and firmly bound unto the City ot Car&b; I&
in the sum of NlNE MILLION ONE WllNDRED EIGHTY THREE THOUSAND EIGHT --- HUNDRED AND &I/100---------------Dollars ($ 9.183.800.00 ), said sum bemg equ d-to one hundred percent (100%) of the estimated amount of the Confract, to be paid to City or its cef :ain
attorney, ita &cessbrs and assigns; for which payment, well and truly to be made, we I ind
oumelv~s, our heirs, excwtors and administrators, surxesecrm or assigtw, jointly and zcvm .Ily. flrrnly by these presents.
THE CONDITION OF THIS 08tlGATlON IS SUCH that if the above bounden Contractor, their ha :irs, executors, administrators, successors or assigns, shall in all things stand to and abide by, end veli
and truly kg%p and perform the covenants, conditions, and agreements iti the Contract sod sny
alteration thereof made as therein provided on their part, to be kept and performed at the time sr 3 in
the manner therein specified, and in all respects according to their true intent and meaning, and ! hall
indemnify and save harmless the City of Carl&ad, its officers, employees and agents, as thF. sirs
stipulated, then this obligation ahsrll become null and void; othewise it shall remain in full ft-ms md
eflect
As a part of the obligation secured hereby and in addition to the face amount specified therefor, tl were
shall be included costs and reasonable expenses and tees, tncluding reasonable attorney’s 5 !es!
inctirred by the City in successfully enforcing such obligation, all to be taxed as costs and include d in
any judgment rendered.
Surety stipulates and agrees that no change, extension of time, alteration or addition to the tern S of
- me Contract, or to the work to be pwformed thcmunder or the specificstions accwnpsnying thp .I same shall affect its obligations on this bond, and it does hereby waive notice of any ci% me, extension of time, alterations or addition to the terms of the contract or to the work ~)r tc the specifications.
Cantroc! No. : 3244” Pa3c 35 of 36
,-
. In the event that Contractor is an individual, it is agreed that the death of any such Contractor S l&l
not exonerate the Surety from its obligations under this bond.
Executed by L’CNlTRAGTCJR tM *3rd
day of December , i92-
CONTRACTOR:
Taylor Ball Of California, Inc.
(name of C0ntractor)
fi@
J- wheiii
(print name here)
.-
Vice President
(TM and Organization of Sigrlaloty)
By:
(sign here}
(print name here)
(Title and Organization of signatory)
Executed by SURETY this 23r’d day c ;
December ,19%.
SURE-W:
Reliance Insurance Company
(nme of SureG) ---
#3 Corporate Woods, Suite 380 8700 Indian Creek Parkway Overland Park. KS 66210
(address of Surety)
913-345-1413
(teleohone,number of Surety) I
WY’ - (signature of Attomcy-in Fact)
William R. Phillips
(printed name of AZomey-m-Fact)
(Attach carpcwate resaiution showing cur ‘ent
power of attorney.)
(Proper notarial acknowledge of execution by CONTRACTOR and SUKETY must be attached.)
(President or vice-president and secretary or assistant secretary must sign for corparatirlns. f only
one officer signs, the corporation must attach a resblutian certified by the
secretary under corporate seal empowering that officer to bind the corporation. j
APPROVED AS TO FORM:
RONALCI R. BALL
City Attorney
secretary or as ristant
a I 0120197 Codract PJu 3244 7
CORPORATION ACKNOWLEDGMENT
State of Iowa
county of Polk
On this 23rd . . day of December , 1997 , before me personally
came rlham R. Phillins to me known, who being by me duly
sworn, did depose and say: that he resides in West Des Moines. Iowa ,
that he is the Attornev-in-Fact of the Reliance Insurance Comnanv the corporation described
in and which executed the above instrument; that he knows the seal of said corporation; that the
seal affixed to said instrument is such corporate seal; that it was so affixed by order of the board
of directors of said corporation; and that he signed his name thereto by like order.
’ <
CORPORATION ACKNOWLEDGMENT
State of California -
County of San Dieqo
On this 29 day of December , 1997 , before me personally
came Douglas J. Muirheid to me known, who being by me
duly sworn, did depose and say: that he/she resides in San Diego, Calif orniq
that he/she is the Vice President ofthe Taylor Ball of
California, Inc. the corporation described in and which executed the above
instrument; that he/she knows the seal of said corporation; that the seal affixed to
said instrument is such corporate seal; that it was so affixed by order of the board of
directors of said corporation; and that he/she signed his/her name thereto by like
order.
~IJANcEsuRETY COMPANY ”
UNTTED PACIFIC INSURANCE C?I)IpANy
RELlANCE INSURANCE COMPANY
RELIANCE NATIONAL INDEMNlTY COMPANY
ADMiNiStRATIVE OFFICE, PHILADELPHIA, PENNSYLVANIA
- POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS, that RELIANCE SUREIY COMPANY in o CO~~O~OII duly organized under the laws of the State of O& aware, and that RELIANCE INSURANCE COMPANY and UNITED PACIFIC INSURANCE COMPANY, are corporations duly orga&& under the laws of the Commonwealth of Pennsylvania and that RELIANCE NATIONAL INDEMNITY COMPANY is a corporation duly organizd under the laws of the State of Wisconsin (herein collectively called ‘the Companies”) and that the Companies by virtue of signature and seals do hereby m&a, constitute and appoint Lynn 9eddow. 9randa Vincent, Sarah Loromrn. William R. Phillip8, DOUI M. Cl&., of h M&tea. lowa their true and
lawful Attorney(s)-in-Fact, to make, exacute, seal and deliver for and on their behdf, and as their act and deed any and all bon& and un&rtakinw of rurotyship and to bind the Companies thereby as fully and to the sama extent as if such bonds and undertakings and other writings obligatory in the nature thereof were signed by an Exacutive Officer of the Companies and seaied and attasted by one other of such officers, ad hereby ratifies and confirms all that their said Attorney(r)-in-Fact may do in pursuance hereof.
This Power of Attomay is granted under and by the authority of Article VII of the By-L4w9 of RELIANCE SURETY COMPANY, RELIANCE INSURANCE COMPANY, UNITED PAClFlC INSURANCE COMPANY, and REUANCE NATIONAL INDEMNITY COMPANY which provisions are now in full force and effect, reading as followe:
MTICLE WI - EXEtXlTlON OF BONDS AN0 UNOERTAKINOS
1. RrBordotOkma~kRridr*.CChirmrrdIhBord.~SwiorVia~.~VlaRriMa~rr(WaRrikn(wothofficr~nndb~thB~rd~ DinRon gh&j hgvm powr ad w to Id spo*n Attom*W-itVF9Ct rd 10 adttmd* fkm t0 aOCM* al bddl 4i ch COmPUiV, W nd tndr(dnge. recognlrrr, contrK0 ot kdwnnry rrdothr*rmingl~d~in~h~,rd~ltonmow~uchA~omr~8)inF~*~tirnrdrw~tk~r~uchoriyplv~tco~.
2. An~bl-hfut mhd km powa md authaiw. a&eet ta tha tam m-d limitmiar9 of ti Powr d An- *ud to U-mm. to Q.CUI. ddiw a, mdt d tb ca0m. - md vldrtdm. r~0Qnhm-1~~. cmv- d indmnity rd elk witirqu eblb~ory in ttm rutuw thvd. ltm carvar~* ~04 i no( noammv fa thm vdiiitv oi my bee& md tmdutdir~% rrognit-conb-otLdmninrd~w~oblbaa*inthru(mckra(.
3. An~~~Fr(WIhmporrrrdIukori(*to-,~~nqjndto~lUctrd(o~rccgrsrxr.canrradinkmrityorothrcardilionloroblig&or)r
undmt~andrr*rw~hw.pomudwttwitvtoarritlthDffnrddn- almrcomomrdcocopirdbrly-L~dthCanor*orrr*vti&ormia,thrwl.
~p-o(A~b~~rdwld~f~udrrd~ukaiyo(~tolarr~rrdr*iad~by~Emuciw~FhurcrCommiR~dth0~o(Dir~onol~i~
I,-.,,- cm-, u&.d PviRc ,-are. Compr* md Rdi~ Ndaul lndmhty Campmy 4 Unrimau C- dead I of W 28.1894 md by th Gtuuiv~ m-d FvuWiJ
ComminrdIhSorddO~adRJ*nokrrrCom~b-rU~ouC-d~~dMrck31.1994.
IJQVlTNESS WHEREOF, the Companies have cwsod these presents to be signed and their corporate seals to be hereto affixed, this Much 11.
7.
RELIANCE SmErY COMPANY RELIANCE INSURANCE COMPANY LmTrED PACIFIC INSURANCE COMPANY REx.lAJz
STATE OF Pennayivania COUNTY OF Phileddphia so.
On this, March 11, 1997, before ma, Tammy 91~ Kayati, penondly appeared David T. Akm, who acknowledged himself to be the Senior Vice President of the Reliance Surety Company, and the Vice President of Reliance Insurmco Company, United Pacific Insuranca Company, and Reliance Nationd Indemnity Company and that as such, being authorizd to do $0, executed the foregoing instrument for the purpose therein contained by signing the name of the corporation by himself aa its duly authorizbd officer.
In witness whoroof, I horwnto sot my bond and officid s44L
Notary Public in a yfvenio
I, Anii ZIpport, Sooretary of RELIANCE SURETY COMPANY, RELIANCE INSXCE COMPANY, UNITED PAClflC INSURANCE COMPANY, and REUANCE NATlONAL INDEMNITY COMPANY do horoby certify that the above and forsgoing io a true and correct copy of the Power of Attorney
sxecut4d by said Companies, which is still in full force and offoct.
IN WITNESS WHEREOF, I have horrunto sot my hand and afflxod ths 944lS of said Companior thir
MINUTES OF INFORMAL ACTION
OF THE DIRECTORS OF
TAYLOR BALL OF CALIFORNIA, INC.
WHEREAS, the General Corporation Law of California, authorizes the taking of action by the
Board of Directors of a corporation without a meeting if a consent in writing setting forth the
action so taken shall be signed by all directors and declares that such consent shall have the same
force and effect as a unanimous vote; and
WHEREAS, the undersigned Board of Directors of Taylor Ball of California, Inc., a California
corporation, desire that action expressed in the resolutions hereinafter set forth be taken by all of
said directors.
NOW, THEREPORE, the undersigned constituting all of the directors of Taylor Ball of
California, Inc. hereby consent to the taking of such action set forth in the following resolutions
and hereby adopt the same, all as of the date hereof.
BE IT RESOLVED, that Jack Ingle is hereby elected to serve as Treasurer of the
corporation until the next annual meeting of the Board of Directors and until his
successor is elected and qualified, to wit.
Dated as of this 1st day of May, 1997.
Jack P. Tdylor, Director Dan-elk. Ball, Director
,-
d:\t0196bngle-min.doc
MINUTES OF INFORMAL ACTION
OF THE DIRECTORS OF
TAYLOR BALL OF CALIFORNIA, INC.
(ANNUAL MEETING)
WHEREAS, the General Corporation Law of California, authorizes the taking of action by the Board of
Directors of a corporation without a meeting if a consent in writing setting forth the action so taken shall be
signed by all directors and declares that such consent shall have the same force and effect as a unanimous vote;
and
WHEREAS, the undersigned Board of Directors of Taylor Ball of California, Inc., a California corporation,
desire that action expressed in the resolutions hereinafter set forth be taken by all of said directors.
NOW, THEREFORE, the undersigned constituting all of the directors of Taylor Ball of California, Inc. hereby
consent to the taking of such action set forth in the following resolutions and hereby adopt the same, all as of the
date hereof.
RESOLVED, that the following persons are hereby elected to serve in the following capacities as
officers of the corporation until the next annual meeting of the Board of Directors and until their
successors are elected and qualified:
President Doug Muirheid
Vice President Darrell C. Ball
Vice President Doug Muirheid
Secretary Jack P. Taylor
Assistant Secretary Doug Muirheid
Treasurer Jack Ingle
RESOLVED, that all of the acts and doings of the officers of this corporation since the date of the last
annual meeting, be and the same are hereby fully ratified, approved and confirmed. . .
Dated as of this 2nd day of June, 1997. A
Darrell C. Ball, Director
d:\t0196lalbdmin.doc
_*- MINUTES OF INFORMAL ACTION OF THE
EXECUTIVE COMMITTEE OF
TAYLOR BALL, L.C.
The following resolutions are approved by the Executive Committee of Taylor Ball, L.C. (the
“Company”)
RESOLVED, that the sole members of the Executive Committee shall be Jack P.
Taylor and Darrell C. Ball, the two representatives appointed by Taylor Ball, Inc.,
and thereby pursuant to Article 4 Section 1, Jack P. Taylor and Darrell C. Ball
shall be the sole Managers of Taylor Ball, L.C.
RESOLVED, the attached Schedule A shall be substituted as Schedule A to the
Operating Agreement for Taylor Ball, L.C.
Dated as ofhe day of ,1997. 4
Darrell C. Ball, President
/--
mittee Member
k
Executive Committee Member
JaE Ingle, amber
Scott Kohrs, Member
Axecutive Committee Member
Executive Co Y ittee Member
[Signatures continue on following page]
. .
d:\lOl!~6\0 I\rnin-cxcc.dos
-2-
.
1:
.
MINUTES OF INFORMAL ACTION OF THE MEMBERS OF - TAYLOR BALL, L.C.
WHEREAS, the undersigned members of Taylor Ball, L.C., an Iowa limited liability company, desire that action expressed in the resolutions hereinafter set forth be taken by all of said members.
NOW, THEREFORE, the undersigned, constituting all of the members of Taylor Ball, L.C. hereby unanimously consent to the taking of such action set forth in the following resolutions and hereby adopt the same, all as of the date hcrcofi
RESOLVED, the following persons are hereby elected as managers until their successors are elected and qualified, to wit:
Jack P. Taylor Darrell C. Ball Jim Ryan Douglas Ohde Brian Laartz John Krueger Richard Haas Steve Lang
Jack Ingle Taylor Ball, Inc.
BE IT FURTHER RESOLVED that all of the acts and doings of the managers of this company since the date of organization, be and the same are hereby fully ratified, approved and confirmed.
Dated as offie 9th day of June, 1997. ‘; /-- 0 J@ ,6@
r’aylo Bal, Inc., Member
by: f Darrell C. Ball, President
Douglas M@$e, Mem)er
Scott Kohrs, Member
[signatures continue on following page]
Jack%gle, Member
n
d:\t0196blshmin.doc
-2-
BIDDER’S INFORMATION REGARDING SUBCONTRACTORS
Note: Information concerning subcontractors must be furnished in accordance with the provisions of the
“Subletting and Subcontracting Fair Practices Act.” Section 4100, et seq., California Public Contract Code.
(See Section lC-General Conditions, lC-08 SUBCONTRACTORS).
The information below must be provided for all first-tier Subcontractors that will provide labor, equipment, or
materials valued in excess of one-half of one percent (0.5%) of Bidder’s Lump Sum Base Bid and that will
perform Work at the Project site. If Bidder does not list a Subcontractor or lists more than one Subcontractor
for a Work activity which exceed 0.5% of the Lump Sum Bas Bid, Bidder agrees that it is fully qualified to
perform and that it shall perform that Work activity.
.-
Name of Subcontractor:
Type of Work to be Done:
Name of Subcontractor:
Type of Work to be Done:
Name of Subcontractor:
Type of Work to be Done:
Name of Subcontractor:
Type of Work to be Done:
Name of Subcontractor:
Type of Work to be Done:
Name of Subcontractor:
Address:
License No.:
Address:
License No.:
Address:
License No.:
Address:
License No.:
Address:
License No.:
Address:
Telephone No.:
Expiration Date:
Telephone No.:
Expiration Date:
Telephone No.:
Expiration Date:
Telephone No.:
Expiration Date:
Telephone No.:
Expiration Date:
Telephone No.:
Expiration Date:
Telephone No.:
Expiration Date:
Total
Percent
l
Percent
l
Percent
l
Percent
l
Percent t
Percent
l
DBE
w
DBE
u9
DBE
t*
DBE
H
DBE M
DBE
Type of Work to be Done: License No.:
Name of Subcontractor: Address:
Type of Work to be Done: License No.:
Percent t DBE t*
* Subcontractor bid divided by total bid and multiplied by 100.
** Write in DBE if Subcontractor is a Disadvantaged Business Enterprise.
Ec 1 o/20/97 +% Contract No.: 32441 Page 14 of 36
1-l II .I. 4 I i’:
1-i
1.
i..
c
1:
; !.:,
II
I.
II
i
1
I
‘!
!
29.
30.
C.
31.
32.
33.
34.
35.
BIDDER’S INFORMATION REGARDING SUBCONTRACTORS
Note: Information concerning subcontractors must be furnished in accordance with the provisions of the
“Subletting and Subcontracting Fair Practices Act.” Section 4100. et seq., California Public Contract Code.
(See Section 1 C-General Conditions, IC-08 SUBCONTRACTORS).
The information below must be provided for all first-tier Subcontractors that will provide labor, equipment, or
materials valued in excess of one-half of one percent (0.5%) of Bidder’s Lump Sum Base Bid and that will
perform Work at the Project site. If Bidder does not list a Subcontractor or lists more than one Subcontractor
for a Work activity which exceed 0.5% of the Lump Sum Bas Bid, Bidder agrees that it is fully qualified to
perform and that it shall perform that Work activity.
Subcontractor bid divided by total bid and multiplied by 100.
Write in DBE if Subcontractor is a Disadvantaged Business Enterprise.
BIDDER’S INFORMATION REGARDING SUBCONTRACTORS
l. 23. I.
!. ,/-. , I I L 24.
I 26
i
@
l , 2.7
l28.
(.. ‘-
!
Note: Information concerning subcontractors must be furnished in accordance with the provisions of the
“Subletting and Subcontracting Fair Practices Act.” Section 4100, et seq., California Public Contract Code.
(See Section 1 C-General Conditions, 1 C-08 SUBCONTRACTORS).
The information below must be provided for all first-tier Subcontractors that will provide labor, equipment, or
materials valued in excess of one-half of one percent (0.5%) of Bidder’s Lump Sum Base Bid and that will
perform Work at the Project site. If Bidder does not list a Subcontractor or lists more than one Subcontractor
for a Work activity which exceed 0.5% of the Lump Sum Bas Bid, Bidder agrees that it is fully qualified to
perform and that it shall perform that Work activity. I
**
3ubcontractor ora arvraea DY total ora ana muiripriea oy .iuu.
Write in DBE if Subcontractor is a Disadvantaged Business Enterprise.
BIDDER’S INFORMATION REGARDING SUBCONTRACTORS
- I.
I.. l5 .
c’
,.. 16. I.
-. I I I” 17.
” ,.
I. 18-
II 19.
i
I z"*
1 21.
i -
!
Note: Information concerning subcontractors must be furnished in accordance with the provisions of the
“Subletting and Subcontracting Fair Practices Act.” Section 4100, et seq., California Public Contract Code. (See Section 1 C-General Conditions, 1 C-08 SUBCONTRACTORS).
The information below must be provided for all first-tier Subcontractors that will provide labor, equipment, or
materials valued in excess of one-half of one percent (0.5%) of Bidders Lump Sum Base Bid and that will
perform Work at the Project site. If Bidder does not list a Subcontractor or lists more than one Subcontractor
for a Work activity which exceed 0.5% of the Lump Sum Bas Bid, Bidder agrees that it is fully qualified to
perform and that-it shall perform that Work activity. 8
Telephone No.: Percent .
Telephone No.: 1 Percent DBE
Total
t*
Subcontractor bid divided by total bid and multiplied by 100.
Write in DBE if Subcontractor is a Disadvantaged Business Enterprise.
DBE
DBE ”
DBE
DBE ”
DBE se
DBE ”
t
,
1 1 .
L- /s . .
?,j .* !i
I
‘i’:
1.:
i
I.
BIDDER’S INFORMATION REGARDING SUBCONTRACTORS
Note: Information concerning subcontractors must be furnished in accordance with the provisions of the
“Subletting and Subcontracting Fair Practices Act.” Section 4100, et seq., California Public Contract Code.
(See Section IC-General Conditions, IC-08 SUBCONTRACTORS).
The information below must be provided for all first-tier Subcontractors that will provide labor, equipment, or
materials valued in excess of one-half of one percent (0.5%) of Bidder’s Lump Sum Base Bid and that will
perform Work at the Project site. If Bidder does not list a Subcontractor or lists more than one Subcontractor
for a Work activity which exceed 0.5% of the Lump Sum Bas Bid, Bidder agrees that it is fully qualified to
perform and that it shall perform that Work activity.
Sheetmetal
Subcontractor bid divided by total bid and multiplied by 100.
Write in DBE if Subcontractor is a Disadvantaged Business Enterprise.
1.
0 grm. I- id
i
6. I
&-- . .
I,i .I 2 I
‘1’:
i..l
I’
BIDDER’S INFORMATION REGARDING SUBCONTRACTORS
Note: Information concerning subcontractors must be furnished in accordance with the provisions of the “Subletting and Subcontracting Fair Practices Act.” Section 4100, et seq., California Public Contract Code.
(See Section I C-General Conditions, 1 C-08 SUBCONTRACTORS).
The information below must be provided for all first-tier Subcontractors that will provide labor, equipment, or
materials valued in excess of one-half of one percent (0.5%) of Bidders Lump Sum Base Bid and that will
perform Work at the Project site. If Bidder does not list a Subcontractor or lists more than one Subcontractor
for a Work activity which exceed 0.5% of the Lump Sum Bas Bid, Bidder agrees that it is fully qualified to
perform and that it shall perform that Work activity.
Type of Work to be Done:
Landscapins Name of Subcontractor:
I5 qpb of Work to be Done:
License No.:
57 lof Address:
Expiration Date:
1oqq 3.0
Telephone No.: Percent
5r/R! l
Expiration Date:
Type of Work to be Done:
Site Concrete Name of Subcontractor:
License No.: Expiration Date:
Address: Telephone No.: Percent
Total I
Subcontractor bid divided by total bid and multiplied by 100.
Write in DBE if Subcontractor is a Disadvantaged Business Enterprise.
DBE ea
4
DBE
DBE ”
DBE ”
DBE ++
/--- BIDDER’S STATEMENT OF FINANCIAL RESPONSIBILITY
(To Accompany Proposal)
Copies of the latest Annual Report, audited financial
submitted under separate cover marked CONFIDENTIAL.
statements or Balance Sheets may be
Contract No.: 32441 Page 15 of 36
,
/- BIDDER’S STATEMENT OF
TECHNICAL ABILITY AND EXPERIENCE
**
(To Accompany Proposal)
The Bidder is required to state what work of a similar character to that included in the proposed
Contract he/she has successfully performed and give references, with telephone numbers, which will
enable the City to judge his/her responsibility, experience and skill. An attachment can be used.
Date
Contract
Co’mpleted
Name and Address
of the Employer
.
Name and Phone
No. of Person
to Contract
Type of
Work
Amount
of
Contract
**' Please refer: to attached sheets listing Taylor Ball experience and r&fer'ences.
e 1 o/20/97 . Contract No.: 32441 Page 16 of 36
Ill- % -BALL L om3vEM3osE4a#m”~“EwT8
RELEVENT PROJECT EXPERIENCE
Proiect Name Owner Contact Architect
Date Completed/
Contract Amount
James C. Kirkpatrick
Library
Central Missouri
State University
Hastings +
Chivetta
Underway
Warrensburg, MO Warrensburg, MO Dr. Tom Edmunds
816-543-4118
St. Louis, MO Jim Favier, AIA
314-863-5717
$24,850,000
West Des Moines
Library
City of West
Des Moines
Meyer Scherer &
Rockcastle, Ltd.
2196
West Des Moines, IA West Des Moines, IA Minneapolis, MN $4,640,200
Ray Vignovich Kara Coffler, AIA
515-222-3400 612-375-0336
F
Florence Riford Library City of San Diego Mosher Drew Watson 4189
Ferguson Architects
La Jolla, CA San Diego, CA San Diego, CA
Roy Drew, FAIA $ 963,000 61 g-223-2400
Coronado Village
Elementary School
Coronado Unified
School District
Mosher Drew Watson
Ferguson Architects
4191
Coronado, CA Coronado, CA
Maury Shaw 61 g-522-8900
San Diego, CA
Roy Drew, FAIA
61 g-223-2400
$10,000,000
New Elementary #7 Jefferson County CSNA Architects 5196
(Mt. Carbon Elementary) School District No.R-1
Jeffco School District R-l Lakewood, CO Colorado Springs, $4,086,900 co
Littleton, CO George Latuda
303-982-2394 719-473-7225
Alexander Dawson
School Library
Alexander Dawson
Foundation
Hutton Ford
Architects, P.C.
9193
Remodel
Lafayette, CO
Las Vegas, NV
Chris Taylor 303-665-6769
Englewood, CO Paul Hutton, AIA 303-773-2845
$ 771,000
la-
\ -BALL L m2n5onmlIF-YYlEmm
The following references are representative of our business associates. We
encourage you to contact them or any of our other clients to confirm our record of
successful performance.
Mr. Maurice Shaw
Coronado Unified School District
(619) 522-8948
Mr. Wayne Jones
Assistant Superintendent, Business Services
Bonsall Union School District
(760) 631-5202
Ms. Cynthia Limberg
ROICC - Contracting Officer
Camp Pendleton
(760) 725-8967
Mr. David Reichel
Project Manager
SYSCO Corporation
(281) 584-l 343
Mr. Tom Kalasky
Project Manager
James A. Schwartz Consulting Services, Inc.
(619) 592-l 890
Mr. Steve Gaspari Hotel Manager
Princess Resorts
(6 19) 274-4630
Forest Avenue Librarv J
Project Type: Negotiated
Project Cost: $800,000
C :ompleted: 1992
P reject Description:
_.
Owner:
City of Des Moines
Des Moines, IA
Architect:
Baldwin Clause Architects
Des Moines, IA
Taylor Ball headed up a coopera-
tive eff or-t betwen private and pub-
“: groups to construct this 9,800
s.f. library. The one story building
features brick and block veneer
with exposed trusses on the inte-
rior. The building has a separate
activity/conference room, space
designated for computers and a
children’s storytime area.
Alexander ilawson School Library
Project Location
‘Lafayette, Colorado.
_’ . .’ . -.
Complethh Date ‘-
_ ; 1993 _ ,.- .- ,’ [ : ~, _.’ . . : ‘. ‘. .Cli&t :,
Alexander Daison
Foundation
Las Vegas, Nevada
Mr. Chris Taylor
-I (30$).773-2845 _. ‘__.
,Grosk Sq&re Feet
jo,ooo
Mt. Carbon Elementary School Library
Project Location
‘Littleton, Colorado
‘-Completion Date
-:J996 .-
Cli&t .-.,
‘Jtifferson County School
District No: R-l
Lakewood, ‘Colorado
Mr. George Latuda
., ‘(3lJ3):982-2394 _- .:‘
-BALL
West Des Moines Public Library
; Pkjfkf L&b&m
West ‘Des Moines, Iowa
bompletion Date
‘1996
Client
City of Wed Des’ Moines
P-0. Box 65320
. . .West ‘Des Moines, Iowa
Mr. Ray Vignovich
(515) 222-3400
Project Des&p tion
The West Des Moines Public Library project continues Taylor
Ball’s record of constructing superior public facilities. This new
51,000 square foot, $6,000,000 facility features a brick, wood
and natural material interior. Soft, indirect lighting was also
incorporated. The facility incorporates an open design with a
high center atrium that creates an open effect. The library is
adjacent to a pond that is the centerpiece of the West Des
Moines City/School Complex. The complex contains several
West Des Moines administrative and educational facilities. The
library is state of the art. Technology includes audio visual view-
ing and listening stations, a security system, computerized cata-
logs and reading devices for the visually impaired.
Project Delivery System
CM/GC
t&s Square Feet
‘52,300
Constkction Cost
$4;640,200.
-BALL
Jordan Creek Elementary School
Owner:
West Des Moines School District
West Des Moines, IA
Architect:
RDG/Bussard Dikis
Des Moines, IA
Project Type: Bid
Project Cost: $5.4 million
Completed: 1992
Project Description:
This 78,065 sf. contemporary
looking school houses students
from kindergarten through sixth
a, ade. At full capacity the school
can hold up to 750 students. The
school contains 37 classrooms, a
gym, lunch room, music room and
media center. The building is
divided into three sections with
separate entrances for kindergar-
ten, first through third and fourth
through sixth. There is also a
separate playground for kinder-
garten children.
-BALL
Coronado Village
dlementary School
Owner:
Coronado Unified School District
Coronado, CA
Architect:
Mosher, Drew, Watson, Ferguson
San Diego, CA
Project Type: Bid
Project Cost: $10 million
Completed: 1991
Project Dkcription:
Thetwo-story CoronadoVillage
Elementary School contains
“‘2,000 s.f. The complex houses
students in grades kindergar-
ten through fifth. The exterior
utilizes masonry, brick arched
colonnades and pitched roofs.
The site has an iron fence with
masonry piers, new playground
and ball field.
In addition to specialized class-
rooms for reading, science and
computer-assisted learning, this
school includes a private court-
yard for the kindergarten, a com-
plete media center, and a multi-
ourpose space with a stage and
Kitchen facilities.
E AMERICAN INSTlTUTE 0 F ARCHITECTS
AIA Document A201
General Conditions of the Contract for Construction
THIS DOCUMENT HAS IMPORTANT LEG-U CONSEQUENCES; CONSULTATION WITH AN A77ORNEY IS ENCOURAGED WITH RESPECT TO ITS MODIFIUTION
1987 EDITION
TABLE OF ARTICLES
1. GENERAL PROVISIONS 8. TIME
2. OWNER 9. PAYMENTS AND COMPLETION
3. CONTRACTOR 10. PROTECTION OF PERSONS AND PROPERTY
4. ADMINISTRATION OF THE CONTRACT 11. INSURANCE AND BONDS
5. SUBCONTRACTORS 12. UNCOVERING AND CORRECTION OF WORK
6. CONSTRUCTION BY OWNER OR BY
SEPARATE CONTRACTORS 13. MISCELLANEOUS PROVISIONS
7. CHANGES IN THE WORK
14. TERMINATION OR SUSPENSION OF THE
CONTRACT
- This document has been approved and endorsed by the Associated General Contractors of ~mcrica.
Copyright 1911,1915.1918.1925,1937,1951.1958.1%1,1%3.1%6.1%7. 1970.1976. @1987byThcrunaian 1nsdtutcofArchitects, 1735 New York Avenw, N.W.. Washington. D.C., 20006. Reproduction of the tttatcri?l herein or substantial quotation of its provisions without written pmni&on of the AlA violates the copyright laws of the United States and will be subject to legal prosecutions.
UA OOUlNEW -1 l GENERAl. CONDITIONS OF THE CO-t3 FOR COPSTRUCnON l FOUR- EDtTtON
AtA. l Q19E7 ?-HE AMERICAN INSTITUTE OF ARCHlTEcrS. 1735 NEW YORK AVENUE. N.=.. WASHINGTON. D.C. z~oC% A201-1997 1
INDEX
AcwpbnaofNonw&mingWor&. ........ 9.6.6.9.9.3,lW
~-cgf=~~ ........... 9.6.6.9.82.9.9.3,9.10.1,9.10.3
........................... 3.16,62.1.12.1 AcddattpcMntion .............................. 42.3,10
Aasattdomissions ... 32.1.322.3.32,3.12.8.3.18.42.3,4.32.
4.3.9, 8.3.1. 10.1.4. 102.5. 13.42, 13.7. 14.1 Addenda ..................................... 1.1.1.3.11 AddicionalCost,Claitnsfor ......... 4.3.6.4.3.7,4.3.9.6.1.1.10.3 MditionalbpatbnsandTcsting ....... 42.6.9.82,122.1,13.5
MditiotnlTiie.Chimsfor ............. 4.3.6,4.3.8,4.3.9.8.32 ADWNlSTRATlONOFTHECONlRACl ....... 3.3.3.19.4.9.5
AdvakmattorlnvitationtoBid.. .................... 1.1.1 Acsthctic8ffeCt ....................... . ....... 42.13.4.5.1
........................................ 6d
All-risklnsurane ................................. 11.3.1.1 AppumotuforPsymont . . 42.5,7.3.7,92,8.3,9.4,9.5.1.9.6.3,
9.8.3,9.10.1,9.10.3.9.10.4, 11.1.3, 142.4 Ap~rovids .... 2.4.3.3.3.3.5.3.102.3.12.4through3.12.8.3.18.3,
42.7.9.32, 11.3.1.4, 13.42, 13.5
..................... 4.1.4,4.32,4.3.4.4.4.4.4& 83.1, 10.12. 113.9, 11.3.10
Archksa.. ........................................ 4.1 hrchiiat. Definition of ............................... 4.1.1
~~Wect, Extent of Authority. ....... 2.4.3.12.6.42.4.32.4.3.6, 4.4. 52.6.3. 7.12.72.1.7.3.6.7.4, 92.9.3.1,
9.4, 9.5, 9.6.3.9.82.9.8.3.9.10.1.9.10.3. 12.1, 122.1,
*- 13.5.1.13.52.1422.142.4 kchitat.llmitationsofAuthorltyandRcspondWily. 3.3.3.3.12.8. 3.12.11, 4.12. 42.1. 422.42.3, 42.6, 42.7, 42.10, 42.12.
42.13. 4.32. 52.1. 7.4.9.42, 9.6.4,9.6.6 Architect’s Additional S erviccsandExpmses .......... 2.4.9.82,
11.3.1.1. 122.1. 122.4. 13.52, 13.5.3. 142.4 ArMt8ct’sAdminbtm8onotthoConu8ct .......... 4.2,4.3.6.
4.3.7. 4.4,9.4,9.5
Architect’s Approvals 2.4,3.5.1.3.10.2.3.12.6.3.12.8.3.18.3.42.7 Archiuct’sAuthority to Reject Work. ... 3.5.1.42.6, 12.12.122.1 Archkct’sCopyright ................................. 1.3 Archhcct’s Decisions. ......... 4.2.6.42.?.42.11.42.12.4.2.13,
4.32, 4.3.6. 4.4.1. 4.4.4. 4.5, 6.3.7.3.6, 73.8, 8.13, 8.3.1. 92.9.4.9.5.1.9.8.2.9.9.1. 10.12, 13.52. 1422. 142.4 Architm’s lnspcctions ........... 422,42.9.4.3.6.9.42,9.82,
9.92. 9.10.1. 13.5 Architect's instructions . . 4.2.6,42.7.4.2.8,4.3.7,7.4.1.12.1.13.52 Archiuct’sIntcrprctations ................. 42.11,42.12.4.3.7
Archifcct’s On-Site Observations ........ 422.4.2.5.4.3.6.9.42.
9.5.1.9.10.1, 13.5 Architect’s Project Rcprcscntativc ..................... 42.10
Architect’s Relationship with Contractor ....... 1.1.2,32.1,3.22,
3.3.3. 3.5.1. 3.7.3. 3.11, 3.12.8. 3.12.11. 3.16. 3.18, 4.2.3, 42.4,
4.2.6.4.2.12. 5.2.622. 7.3.4, 9.82, 11.3.7, 12.1, 13.5 Architect’s Relationship with Subcontractors .... 1.12.42.3.42.4. 42.6.9.6.3.9.6.4. 11.3.7
Architect’s Rcprcscntations ................. 9.42.9.5.1.9.10.1 Architect’s Site Visits ........ i.2.3.4.2.5.42.9.4.3.6.9.4.2.9.5.1,
9.82, 9.9.2. 9.10.1. 13.5 Asbestos.. ........................................ 10.1 Attomeys'Fccs ........................ 3.18.1,9.102.10.1.4
Awardaf%paratec.tmmcu.. ......................... 6.1.1
/- AWWdOfSU-SfldOthOr-fOf
Fmt&nso?thsWork .............................. 69 sakDsiinitlons .................................... 1.1 BiddingRqukments ................ 1.1.1.1.1.7.5.2.1.11.4.1 solbrsndMschlnolyInsursncs ..................... llm3a
Bonds.Licn ...................................... 9.102
Bonds. Performance andhymcnt ..... '.3.6.4.9.10.3. 11.3.9.11.4
BuildingPcmlk .................................... 3.7.1
................................. ..> ... 1A
CaMateofSubsuntMCompletkm.. .................. 9.82 -mstssforpmyllmt ....... 42.5.42.9,9.3.3.BA,9.5.9.6.1, 9.6.6.9.7.1,9.8.3.9.10.1,9.10.3, 13.7, 14.1.1.3. 142.4 Cadticztcsoflnspcah,TestingorApprov?L ..... 3.12.11.13.5.4 kdfbtcsoflnsunme .................. 9.32.9.102.11.1.3 ChUlgSOrkn ...... 1.1.1.2.4.1.3.82.4.3.11.42.8.4.3.3.52.3. 7.1, ?.Z, 7.32, 8.3.1,9.3.1.1,9.10.3, 113.12.
11.3.4. 113.9, 12.12 ChangeOrdas,DcWtionof .......................... 72.1
........................................... 7.1 cNANDEslNTN9woRK .... 3.11,42.8.7,8.3.1.9.3.1.1,10.1.3
aaim.D8flaanof ................................. 43.1
ChimrsndDbpuln ................ 4.3,4.4.4.5,62.5,8.32, 9.3.12. 9.3.3. 9.10.4. 10.1.4
--Tbnrly Asnf6onofadms ................ 4dd -for-Cart ........ 4.3.6.4.3.7,4.3.9.6.1.1.10.3
-forAddMomlThs ............ 4.3.6.4.3d, 4.3.9,8.32 cwmsiorconcw#oruttknowncondl6ons.. ......... 4ad
chims for Damages .. .3.18,4.3.9.6.1.1,62.5,8.32.9.5.12,10.1.4
ClaimsSubjattoArbitration ................. 4.32.4.4.4.4.5.1
--wJP ................................... S.16.6.3
commn#mmnofE)tftutoryundwion~ .......... 13.7 ammaaEntofthewotiLCondwnsR&tingto.. ..... 2.12.
22.1, 32.1. 322, 3.7.1, 3.10.1. 3.12.6. 4.3.7, 52.1.
622.8.12.822.92. 11.1.3. 113.6, 11.4.1 CommcncanattofthcWork,Dc8nitionof.. ............. 8.12 . --- ........................ 3.9.1.42.4.52.1
Compktion.CondidonsRcladngto.. ..... 3.11.3.15.422.42.9, 4.322.9.42,9.8.9.9.1,9.10, 11.3.5. 1222. 13.7.1 CO~ON,PAYMENTSAND ......................... 6
Completion, SubsunrAal. ........ 42.9,4.3.5.2.8.1.1,8.1.3,82.3,
9.8.9.9.1. 1222. 13.7 CompliinwithLaws ...... 1.3.3.6.3.7.3.13.4.1.1. 1022.11.1,
11.3, 13.1. 13.5.1, 13.52. 13.6, 14.1.1. 142.1.3 Concealed or Unknown Conditions ..................... 4.3.6
ConditionsofdteContnct .................. 1.1.1.1.1.7.6.1.1 Consatt.Writun .................. 1.3.1.3.12.8.3.142,4.12,
4.3.4, 4.5.5,9.32,9.8.2,9.9.1.9.102, 9.10.3.10.12. 10.1.3. 113.1. 11.3.1.4. 11.3.11. 132, 13.42
CONSTRUCTION BY OWNER OR SY SEPARATE
CONTRACTORS .............................. 1.1.4.6 ConstructionChangeDkctive.Dc8ni~nof .............. 7.3.1
Const~ctbnCtmngeDlmctiwa.. .. 1.1.1.4.2.8,7.1.7.3,9.3.1.1
ConstructionScheduks,Contmctor’s ............... 3.10.6.1.3
contlngmt Assigtnwntolsu- ................ continuhg- - .................... 4::
Contct. Dcfinidonof ............................... 1.12 coNlRAcT, TERJMNATloN OR
SUSPENSION OFTHE .................. 4.3.~. 5.4.1.1.14 Contract AdmiOiSultion ..................... 3.3.3.4.9.4.9.5
Contract Award and Execution, Conditions Relating to ...... 3.7.1, 3.10, 5.2, 92, 11.1.3, 11.3.6. ll.r.1
ConWactDocumonb,Tha ....................... l.1,1.2.? Contract Documents, Copies Furnished and Use of. .. 1.3.22.5.5.3
GmtractDocuments.Dcfinitionof ..................... 1.1.1 COntat Performance During Arbitration ............ 4.3.4.4.5.3 COtttmCtSUttt ................... 3.8,4.3.6.-L3.?,4.4.4.52.3, 6.1.3. 72, 7.3.9.1, 9.7, 11.3.1, 122.4, 12.3, 142.4 Contmct Sum, Definition of. ........................... 9.1 Contnct Time ................. 4.3.6.i.3.8.4.4.4.7.1.1.3.?.3.
82.1. 8.3.1. 9.7, 12.1.1 Contmct fit. Deflnltion of .......................... 6.1.1
2 A20101987 *IA mwm -1 l GENERAL CONDlTlOSs OF THE coma FCXt CON!4TRL;CTIO~ l FOLXTEENTH EDrnON
AlA‘ l %: 1W THE AMEFWXN 1%TlTLTE OF ARCHITECTS. I?35 NEW YORK AVESCE. N.W.. WASHISGTOS. D.C. zo(xxi
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..a.. Contmaor.DmMltbnof . . . . . . . . . . . . . . . . . . . . . . . . . Z&6.1: Gmtuctor’s Bid . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1.1.1 C=W=lOfSCWWUdbl~ . . . . . . . . . . . . . X10.6.1.3
conanor’s F.mpIoyces . . . . . . . 3.32,3.42,3.8.1.3.9,3.18,42.3,
42.6.8.12, 102, 10.3, 11.1.1. 142.1.1 Cormcwrrhmunn#.. . . . . . . . . . . . . . . . . . . . . * 11.1 Contraaorb Rd&msh@ wtth Scpamtc Contnctors
andOwncr’sForccs . . . . . . 22.6.3.12.5.3.142.42.4.6.122.5
Contnctor’sRclationshipwithSubcontmctors . . . . . . . 12.4.3.32, 3.18.1.3.182, 52, 5.3.5.4.9.62, 113.7, 11.3.8. 142.12
-sRdationshipwiththe~rchitea . . . . 1.12,32.1,322,
3.3.3.3.5.1.3.7.3, 3.11. 3.12.8 3.16, 3.18. 42.3, 42.4.42.6. 42.12,52,622.7.3.4,9.82, 11.3.7. 12.1, 13.5
conMctor,sRcpmatations.. 122,3.5.1.3.12.7.622,82.1.9.3.3 Contmaor*s RcpmsibUity for Those
mthC\rtrti . . . . . . . . . . . . . . . . . 3.32.3.18.42.3.10 Contractor’sRcvicwofContractDocumcnts.. . . . . 122.32.3.7.3 Contator’sRi@ttoStopthcWotk . . . . . . . . . . . . . . . . . . .:. . 9.7
Conuaaor’s Right to Termire theContrast . . . . . . . . . . . . . . 14.1 Cauraaor’s Submittals . . . . . . . 3.10,3.11,3.12.42.7.52.1,52.3,
?.3.6.92.9.3.1,9.82,9.9.1.9.102, 9.10.3, 10.12, 11.42. 11.4.3 ccmmcmfsSupaintcndatt . . . . . . . . . . . . . . . . . . . . . . 3.9.102.6 Contnctor’s SuperWon and Co-n Fvocdum . . . . . . 12.4,
3.3, 3.4.42.3.822, 82.3, 10 Contnctual Liability lnsumcc . . . . . . . . . . . . . . . . . 11.1.1.7,112.1 &MinaMnandCorrelation . . . . . . . . . . . . . . , 122.12.4.3.3.1, 3.10, 3.12.7.6.1.3.62.1 CopksFumkshcdofDnwingsandSp&btbns . . . 1.3.22.5.3.11
CorretionofWork . . . . . . . . . . . . . . . . . . . . . 2.3,2.4.42.1.9.82,
9.9.1, 12.12, 122. 13.7.1.3 cost. Ddniuon of . . . . . ..*.................... 7.3.6. 14.3.5 costs . . . . 2.4.32.1.3.7.4.3.82.3.152.4.3.6.4.3.7.4.3.8.1.52.3, 6.1.1.62.3.6.3.~~3.3.3.?.3.6,7.3.7.9.7.9.82.9.102,11.3.12, 11.3.1.3.11.3.4.11.3.9, 12.1, 122.1.122.4.122.5, 13.5. 14
cunfwlull~. - . . . . . . . . . - . . . . . . . . . . . . . . . 3.‘4;;;!
nsttucnon of Owner or Sepamte Gmtnctors
62.4.9.5.1.5, 102.12. 102.5, 10.3, 11.1, 11.3. i22.j Damagctothework . . . . . 3.142.9.9.1,102.12,102.5.10.3.11.3
~f~-‘~ a. 3.18,4.3.9,6.1.1,62.5.8.32,9.5.12.10.1.4
.-.................. 6.1.1.8.3.3.9.5.1.6.9.7 fhtC Of cbllStlClltXmt!!lt of the Work, D&nition of.. . . . . . . . . 8.12 b Of StlbsUrlti?l Completion, Definition of. . . . . . . . . . . . . . 8.1.3
m.DdinitionOf. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8.1.4 Decisions of the Architect . . . . . . 42.6,42.7,42.11.42.12.42.13, 4.32.4.3.6. 4.4.1. 4.4.4.4.5,6.3,7.3.6, 7.3.8, 8.1.3. 8.3.1,92.
9.4, 9.5.1, 9.82, 9.9.1, 10.12. 13.52. 142.2, 142.4
Decision8toWlthholdCertMicatbn . . . . , . . . . . 8.6.9.7.14.1.1.3 Defective or Nonconforming Work, Acceptance, . Rejcctionandtirrcctionof . . . . . . . . . . . . 2.3.2.4.3.5.1.42.1,
42.6.4.3.5.9.52.9.82.9.9.1, 102.5. 12, 13.7.1.3 DefectiVeWork.Definitionof . . . . . . . . . . . . . . . . . . . . . . . . . 3.5.1 D&&ions...... 1.1,2.1.1.3.1.3.5.1,3.12.1,3.122.3.12.3.4.1.1,
4.3.1. 5.1, 6.12, 72.1, 7.3.1. 7.3.6. 8.1. 9.1. 9.8.1 DeiaysandExtenaionsofTlmo . . . . . . . . . . 4.3.1,4.3.8.1.4.3.8.2.
6.1.1.6.2.3, 72.1.7.3.1.7.3.4, 7.3.5.7.3.8.
7.3.9. 8.1.1.8.8, 10.3.1. 14.1.1.4 Disputes . . . . . . . . . . . . 4.1.4.4.3,4.4,4.5,62.5.6.3.7.3.8.9.3.12
DocumatrsandSampksatthcSite . . . . . . . . . . . . . . . . . . . . . . 3.11 Dra~Dcfinitionof . . . . . . . . . . . . . . . . . . . . . . . ., . . . . . 1.1.5 DnwingtyldSpcdficltions.UxuldOwnmhipof... . . 1.1.1.1.3.
22.5, 3.11. 5.3
Duty to Review Contmct Documents and Fiid Conditions. . . . . 32 EffcaiveDatcof1nsurana.. . . . . . . . . . . . . . . . . . . . . 8222.11.12
Ema&gm$ .................................. 4.3.7.laa ,Canmaors.. ........ 3.32.3.42.3.8.1.3.9.3.18.1. 3.182. 42.3, 42.6, 8.12. 102, 10.3. 11.1.1. 142.1.1 Equipmcnt.labor. Maudalsand .......... 1.1.3.1.1.6.3.4.3.5.1. 3.82, 3.12.3. 3.12.?, 3.12.11. 3.13.3.15.1.42.7. 62.1.7.3.6.9.32.9.3.3, 11.3, 122.4. 14
ExccutionandProgrcssofrtuWork ....... l.l.3.12.3.32.3.4.1,
3.5.1. 422.42.3.4.3.4, 4.3.8.622.7.1.3, 73.9, 82, 8.3.9.5.9.9.1. 10.2. 142, 14.3
Exacutbn,CwnhtbnmdInbntofthe
contnct-. ......................... 123.7.1 ExtembmofTimc ............. 4.3.1.4.3.8,72.1.3.8.3,10.3.1
FaUurcoWaymentbyContnctor.. ............ 9.5.1.3.142.12 Failure of PlMIcntw- ................ 4.3.7.9.7.14.1.3
Faulty Work (See Dcfadvc or Nonconforming Work)
FimlcompktbnmtdF&mlPqmsnt ........ 42.1.42.9.4.32.
4.3.5.8.10, 11.12. 11.1.3. 11.3.5. 12.3.1. 13.7 FinancialAmnganaus.owncr’s ....................... 2.2.1 FireandExtenckdCovaageInsunmct ................... 11.3
-PRovlslom ................................ 1
Qawmkro- .................................... 13.1
Guarantees (See Warranty and Warmntks) -us- ............................ 10.1.102.4
ldcnd8ation of Conaact Doamaus ................... 12.1 1dentifiationofSubamttactonandSupplicrs.. ........... 52.1 -. ...... 3.17.6.16,9.102,10.1.4,11.3.12,11.3.7
lImmwond~Roqulmdof~owner.. ... 2.12.23, 4.3.4, 6.1.3.6.1.4.62.6.9.32, 9.6.1. 9.6.4.9.8.3.9.92,
9.10.3, 10.1.4, 112. 11.3, 13.5.1. 13.52 lr#uyorDam8gatoPmtwnorProprrty.. .............. 4.3d
Itmpcaions ......................... 3.3.3.3.3.4.3.7.1.422. 42.6.4.2.9. 4.3.6, 9.42, 9.82, 9.92.9.10.1. 13.5
1nstructionstoBiddcrs.. ............................. 1.1-l LNtrt~ctio~tOthhcContmctor .... 3.8.1,42.8.52.l.?, 12.1.13.52 hlsunnce . . 1 . * . . 4.3.9.6.1.1.7.3.6.4.9.3.2,9.82,9.9.1,9.102,11
Insur8rtca,Boihrand~ .................... 1139 Insumna, contmctofs IJabw ...................... 11.1 lnsunncc,EffcctiveDateof ..................... 822.11.12 htsunnce,LossotUw.. ........................... 11.3.3 IMlJmr#, ownsr’s usbllny .......................... 11.2 htSWMCe.P~lty ........................... 10.2.5.1la lnsunncc.StorcdMatcriais .................... 9.32.11.3.1.4
INSURANCEANDBONDS ............................. 11
lnsurann Companies. Consent to Partial OCCU~UI~ . .9.9.1,11.3.11 LNumnceCompanies.Scttkmcntwith.. ............... 11.3.10
lnta of the Contract Documents ................ 12.3.3.12.4,
42.6. 4.2.:. 42.12. 42.13. 7.4
Intemst ........................................... 13.6
ulterpretauon ........ 12.5,1.4.1.8,4.1.1.4.3.1.5.1,6.12.8.1.4
Interpretations. Written .. .. ..... 42 11 47 13 4.3.7 Joinder and Consolidation of Claims Required ............ .... . : . T . . T’ 4.5.6
JudgmentonRnalAmrd ................ 4.5.1.4.5.4.1.4.6.7 Laborand Mttteriais, Equipment .... 1.1.3.1.1.6.3.4,3.5.1,3.82,
3.122. 3.12.3. 3.12.7. 3.12.11. 3.13. 3.15.1, 42.7, 62.1, 7.3.6.9.32, 9.3.3, 122.4. 14
labor Disputes ..................................... 8.3.1 laws and Regulations ....... 1.3,3.6,3.?, 3.13.4.1.1,4.5.5.4.5.7, 9.9.1, 10.22, 11.1, 11.3, 13.1, 13.4, 13.5.1. 13.52. 13.6 Liens .................. 2.1.2,4.32.4.3.5.1,822.9.3.3,9.102
Limitation on Consolidation or Joinder ................ 484 Limitations, Statutesof ................... 4.5.42.122.6,13.7 LimitationsofAuthority .................... 3.3.1,4.12,42.1, 42.3, 42.7, 42.10, 522, 52.4.7.4, 11.3.10
Au m ASOl l GENERAL CONDtTtONS OF THE CONlRACr FOR CONSTMcTlON l FOURTEENTH EDKlON AlA= . @ 1981 -l-HE AMERlCMd IN.5lYlUl-E OF ARCHITECTS. 1735 NEW YORK AVENUE. NU’. WASHlNGT0w n r WV-~ nvni-iafa7 * -. - .--___..-- .~.~.~~ ~~~~
sAmiutionsofL&b8ity ..... 2.3,32.1,3.5.1.3.7.3.3.12.8,3.12.11, 3.17.3.18, 42.6, 42.7, 42.12.622.9.42.9.6.4. 9.10.4,
10.1.4. 102.5, 11.12, 112.1, 11.3.7, 13.42, 13.52
LimkationsofTlme.Gcnaal ........... 22.1.22.4,32.1,3.7.3,
3.82, 3.10. 3.12.5. 3.15.1.42.1, 42.7, 42.11. 4.32, 4.3.3,4.3.4,4.3.6, 4.3.9. 4.5.42, 52.1. 52.3.62.4.7.3.4. 7.4,
82.9.5, 9.62, 9.8, 9.9.9.10. 11.13, 113.1, 11.32. 11.33,
11.36, 122.1, 1222, 13.5, 13.7
LimitltionsofTimc,Spedfic ......... t.l2.22.i,2.4,3.10,3.l1,
3.15.1.42.1, 42.11, 4.3.4.4.4.5, 5.3, 5.4.7.3.5.7.3.9. 82, 92.9.3.1, 9.3.3.9.4.1.9.6.1.9.7.9.82.9.102. 11.1.3, 113.6,
11.3.10, 113.11, 1222. 122.4, 122.6, 13.7, 14
Louofu8ol-. ............................ 113.3
MaterialSuppliers .............. 1.3.1.3.12.1.42.4.42.6.52.1. 9.3.1.9.3.122,9.3.3,9.42,9.6.5.9.10.4
&tai&.Haadotn ........................... 10.1.102.4
Materi&.labor.Equipmentand.. ... 1.1.3,1.1.6,3.4.3.5.1,3.82, 3.122. 3.12.3, 3.12.7.3.12.11, 3.13, 3.15.1. 42.7.62.1. 7.3.6.9.32.9.3.3, 122.4. 14
Mean& Methd. Tcchniquu. squalcu and -of-. ......... 3.3.1.42.3.42.1.9.42
MinorChmtgabtth.Wotit.. ........ 1.1.1.42.8.4.3.7.?.1,7.4
~PRovlsl0Ns ........................ 13
M~DOf ........................... 1.1.1 -totheconMct ........... 1.1.1,1.12,3.7.3.3.11, ,- 4.12,42.1.523,7, 8.3.1.9.7 musl-. ............................... 63 NoncontamingWork,~ot .................. 12.3
Nonconforming Work, Rejection and Correction of ........ 2.3.1.
4.3.5.9.52, 9.82, 12. 13.l.l.3
Notice. ............ 2.3.2.4.32.1.3.22,3.7.3,3.7.4.3.9,3.12.8,
3.12.9, 3.17. 4.3, 4.4.4, 4.5. 5.2.1, 5.3, 5.4.1.1. 82’. 9.4.1. 9.5.1.9.6.1. 9.7, 9.10, 10.12, 102.6, 11.13. 11.3. 1222.
122.4, 13.3. 13.5.1. 13.52. 14 Not@ Writtan ............... 2.3.2.4.3.9.3.12.8.3.12.9.4.3.
4.4.4, 4.5, 5.2.1, 5.3, 5.4.1.1.822.9.4.1.9.5.1.9.7. 9.10.
10.12. 102.6. 11.1.3. 11.3. 1222. 122.4.13.3. 13.5.2. 14 NoticeofTestingandlnqxcdons.. .............. 13.5.1.13.52
NotietoProcced ................................... 822
Notlcss,Fmnlts,Foessnd ’ ’ ...... a.m. 3.3.7.3.13.7.3.6.4. 1022 Obsewations, Architect’s On-Site ................. 42.2, -12.5,
4.3.6. 9.42,9.5.1, 9.10.1. 13.5 Observatkms. Contnctor's ....................... 122.322
Occupancy.. ....................... 9.6.6.9.8.1.9.9.11.3.11
On-Site inspections by the Architect .......... 422.42.9.4.3.6.
9.42, 9.8.2. 9.92. 9.10.1 On-Site Obsen-ations by the Architect ......... 42.2.42.5.4.3.6,
9.42,9.5.1.9.10.1, 13.5 orders, written ............ 2.3.3.9.4.3.7.7.822.11.3.9.12.1.
122, 13.52, 14.3.1
OWNER ............................................. 2
Owner.D&irttU0nof ................................. 21
ownsr.l-8ndsewicnRaqtl~dtha ........ 2.12,
22, 4.3.4. 6. 9. 10.1.4. 11.2, 11.3, 13.5.1. 14.1.1.5. 14.13 Owner’s Authority ......... 3.8.1,4.1.j.42.9,52.1.5.2.~, 5.4.1,
7.3.1, 8.22.9.3.1.9.3.2. 11.4.1. 12.2.4, 13.5.2. 142. 14.3.1
.I- Owner.sFjnancialCapabiU~. .................. 22.1.14.1.1.5
ownsfrLl8bwtylnsumna .......................... 113
Owncr’sLossofUsclnsufan~. ....................... 11.3.3
Owner’s Relationship with Subcontractors ............... 1.12. 52.1, 5.4.1. 9.6.4
owfin’s Right to Carry Out the Work. ....... 2.4.122.4.14222
ownmtsRlghttoaanup ............................ 63
oww8RlghttoFodomtcotmNamdto
AwudSepmbCanmch . . . . . . . . . . . . . . . . . . . . . . . . . 6.1 owwrRlghttosbpttmWak . . . . . . . . . . . . . . . . . . . 2a4.3.7
owmfs~ttoSuspatduuWork . . . . . . . . . . . . . . . . . . . . . 14.3
Owner’sRighttoTaminatetheCommct . . . . . . . . . . . . . . ..I 142
ownaalpudumod -a-s- a--. . . . . . . . . . . . . . . . 1.1.1,1.3.22.5.5.3
-0cqmwyofUn . . . . . . . . . . . . . . . . . 9.6.6,8d,11.3.11
pr4chhrg,QJma~ . . . . . . . . . . . . . . . . . . . . . . . . . . 3.14,6.2.6
f---d . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3.17
~Appycrtlonrtor . . . . . . . . . . . . . . . . 42.5.92.95.9.4. 9.5.1,9.8.3.9.10.1.9.10.3,9.10.4. 142.4
klFms cd6CsM8fOr. . . . . . . . . . . 42.5.42.9.9.3.3.0A.9.5,
9.6.1.9.6.6.9.7.1.9.8.3.9.10.1,9.10.3. 13.7. 14.1.1.3. 142.4
pymm,F8UUlWOf . . . . . . . . . . . . . . . . . . . . . . . . . . 4.3.7.9.5.1.3.
9.7,9.102. 14.1.1.3. 142.12
pnmcnt.FitEu . . . . . . . . . . . . 42.1.42.9.4.32.4.3.5,9.10.11.12. 11.1.3. 11.3.5. 12.3.1
-Bond -Sordmd . . . . . . . . . . . . . . 7.3.6.4.
p?ymentr, ProRress . . . . . . . . . . . . . . . . . . . . . . . . . . 9.8.3. 9.10.3, 13.6. 142.3 PAWENTSANDCOhRPLErION . . . . . . . . . . . . . . . . . . . . . . 8,14 Paylatcs to subconactors .................... 5.42.9.5.1.3.
9.62.9.6.3. 9.6.4. 113.8, 142.12 PCB .............................................. 10.1
~BondandPaymcnt Bond ................. 73.6~. 9.10.3.11.3.9.11.4
~FmamdNollca. . . . . . . _I. ’ ’ 3.3.7,3.13,7.3.6.4.1022 PERsoNsANDPR0PEmT, PROECTIONOF . . . . . . . . . . . . 10 Po~ychlotinated Biphalyl ............................. 10.1
........................... 3.122 3.11.3.12,42.7
Progru8e..
422.4.3.4.8.2
...................................... ... 4.3.4.9.3,
9.6, 9.8.3. 9.10.3. 13.6. 142.3 Pfojac&Deflnitionofrhe.. ........................... 1.1.4
z-5 Definition of the ......... .. ............................................... 1.1.7 22.5 ProjcctReprcsal~ ............................. 42.10
hfm¶yInrumncm ........................... 102.5.llJ
PROl’ECllONOFPERSONSANDPROPaTTY.. ........... 10
Rquiations and Laws ............ 1.3,3.6,3.?.3.13.4.1.1.4.5.5,
4.5.7. 10.22. 11.1. 11.3. 13.1, 13.4, 13.5.1. 13.52, 13.6. 14
ReiecdonofWork ......................... 3.5.1.42.6.122
RekacsofWaiversandLiens ......................... 9.102
Representations ......................... 1.22.3.5.1.3.12.‘.
6.22. 82.1. 9.3.3. 9.42.9.5.1. 9.82.9.10.1 Rqesentatives ............................ 2.1.1,3.1.1,3.9,
4.1.1, 42.1, 42.10, 5.1.1. 5.12. 13.2.1 R-hltbMhOfCbhllSUldDhptW .................. 4A,i.5 RqonsibllityforThosePerfortningtheWork.. .......... 3.32,
42.3.6.1.3.62. lo Retainqe ............... 9.3.1,9.6.2.9.8.3,9.9.1.9.102.9.10.3 Revbw of baract Documtiw ccmdM0Mby contnctw ............ 1.22.3.2.3.7.3.3.12.1 Review of Contractor’s Submittals by
Owner and Architect ............. 3.10.1.3.102.3.11.3.12.
42.7, 42.9, 52.1, 52.3.92.9.8.2 Review of Shop Drawings. Product Dul
andSampksbyContractor.. ...................... 3.12.5
RlghtsmdRemdim ............. 1.1.2.2.3.2.4.3.5.1.3.15.1. 4.2.6, 4.3.6, 4.5, 5.3. 6.1. 6.3, 7.3.1, 8.3.1. 9.5.1, 9.7. 102.5,
10.3. 1222. 122.4,13.4, 14 Royaltimand~. .............................. 3.17
4 A20101987 htA =ctl- NOl l GENERU CONDtTlONS OF THE CONTRAm FOR CONSTRUCnON . FOUR= EDITION
AlA* l 0 1987 THE A~~EIUCAN INS~TU~ OF ARCHITECTS. 1735 Nm YORK AVEWZ. N.W.. WtitllNOT0~. 0.c. mm6
RukrmdNatka8torArbitmth ..................... 45.2 Sdrtyowomom8ndPropnty ....................... 109 S8bly-atdFrog~~ ........... 42.3.42.‘.10.1 sampks.Dcffniticmof .................. . ........... 3.12.3 ~,SkqDnrrhrgl,Fmduct~sl ... .3.11.3.12,42.7 SmPkmtthaS~Doammtmmd ................... 3.11 schadubo?v8hm ............................. 81.9.3.1 Scheduks.Construction .............................. 3.10 ScpamteContractsandContractors .......... 1.1.4.3.142.42.4.
4.5.5. 6. 11.3.‘. 12.12, 122.5 ShopDnwings.Dcfinitionof.. ....................... 3.12.1 ~~~Dr-8Product~andSampi.s .................................. 3.11.3.12,42.7
site iNpcnions 3.13,6.1.1.62.1
.. .1.22.3.3.4,422, ~2.9.4.3.6,9.82,9.10.1.13.5 Site Vii, Architect’s ................. 422.42.5.42.9.4.3.6,
9.42, 9.5.1. 9.82.9.92. 9.10.1. 13.5 SpcciallqccdonsandTesting .............. 42.6.112.1.13.5
Sm, Definition of the. ...................... 1.1.6
.......... 1.1.1.1.1.6,1.1.7.12.4. 1.3.3.11
.................... 4.5.42. 122.6.13.7 stoppingthe work. ............ ’ 3 i.3.?.9.‘. 10.12,10.3.14.1 - .. . stored MaKdals ........... 62.1.9.32.102.12.11.3.1.4.122.4 Subcontractor. Definition of. .......................... 5.1 .l SUBCOMRACTORS .................................. 6 Subcon trxtors.Workby .................. 12.4.3.32.3.12.1,
42.3. 5.3, 5.4 ~-~Robtlons .............. 6a, 5.4.9.3.12.9.62, 9.6.3.9.6.4. 102.1. 11.3.7, 11.3.8. 14.1.1, 142.12, 14.32 aU3mitt& ......... 1.3.3.~.3.3.10.3.11.3.12.42.~. 5.2.1.52.3,
f.3.6.92.9.3.1. 9.82. 9.9.1. 9.102, 9.10.3, 10.12. 11.1.3 Sub~W8hrsof. ................ su-@Jtn@8tiOtt. 6.1.1,11.3.5.11.3.7
............ 42.9.4.3.52.8.1.1.8.1.3,
82.3.9.6, 9.9.1. 122.1, 12.2’. 13.7 Substantial Compiction. Definition of. ................... 9.8.1
SubstitutionofSubcontnctors .................... 52.3.52.4 SubstitutionofthcArchitm.. ......................... 4.1.3
~SubsrituttonsofMarials ............................. 3.5.1 Sub-subcontractor. Definition of ....................... 5.12 ~~~urfacc CoMWons ............................... ~~~~ Awns 4.3.6
SU- ............................ 13.2
............................... Supa~n~~fhstructionProcadunr
3.9.102.6
...... i2.4.3.3,3.4,
SUF 42.3. 4.3.4. 6.1.3. 62.4, 7.1.3. ‘.3.4. 83. 8.3.1. lo. 11. 14 ............... ~.4.1,4.4.4.5.4.1.2.9.10.2.9.10.3.1i2.2 Surw..CorrJcnrof ....................... 9.9.1.9.10.2.9.10.3 SUme’S ..................................... 223.3.18.3
-by--* coma&m8 ............. 14d
suspmsion of the work ............. 4.3.‘.5.4.2.14.1.1.4.14.3
Suspension or T aminadonoftheContract ...... 1.3.7.5.4.1.1.14
Taxa ...................................... 3.6,7.3.6.4
Tonntnsuonbytlls contnem ........................ 14.1
tenninationbythoOwnwforCaun.. ........... 5.4.1.1.X2
Tcnnimion of the AccMcct .......................... 4.13 T-ionoftheConmctor ........................ 1422, TERMINAllONORSUSPENSlONOFTHECONTMCT ...... 14
%r--- **-**
3.3.3.42.6.42.9.9.42.122.1. I=
...............................................
-,D@wmnd Exbmlomof .............. 4.3.8.72.1.:
TimeLimi~~.Spaifk ......... 2.12.22.1.2.*.3.10.3.11.3.15.1.
42.1. 42.11, 4.3, 4.4.4.5, 5.3, 5.4.7.3.5. ?.3.9. 82.92.9.3.1. 9.3.3.9.4.1,9.6.1.9.7.9.82,9.102, 11.13. 11.3.6. 11.3.10,
11.3.11. 1222. 122.4. 112.6. 13.1, 14 Tbm LhnIb on Cblms ......... 4.32.4.3.3.4.3.6. i-3.9,4.4.4.5
Tide to Work ................................. 9.32.9.3.3
UNCOVERlN~ANDCORRECTIONOFWORK ............. 12
U~ofWork ................................ 121
Unfomcm Condkhm ..................... 4.3.6.8.3.1,lO.l unit Prices .................................. 7.1.4.7.3.32
GscofDocumans ................. 1.1.1.1.3.22.5.3.12’,5.3
UrofSlM .............................. 3.13,6.1.1.62.1
Vdua,Schedubal ............................ eZ9.3.1
WalwrdCbbmFlnslhymmt ........... 4.3d,4.5.1.9.10.3 WaivcrofCbimsb~theArdUtca.. .................... 13.42
Wai\‘crofClaimbytheCon~or ......... 9.10.4.11.3.t.13.42
WaivcrofChimsbytheOwtur.. ............ 4.3.5.4.5.1.9.9.3.
9.10.3, 11.3.3. 11.3.5. 11.3.7. 13.42 WaiwrofLicns .................................... 9.102
U%vcrsofSubrogation ................... 6.1.1. 11.3.5.11.3.7
W8rMtyandWvrvltics.. ....................... 3.5.42.9,
4.3.5.3. 9.3.3, 9.82.9.9.1. 12.12. 13.7.1.3 Watha Delays ................................... 4.3.82 When AMration May 90 Demmdd .................. Id.4
Work. Definition of ................................. 1.1.3
UXttCnCOnSCrtt .............. 1.3.1.3.12.8.3.li.2.4.13.4.3.4.
4.5.5.9.32. 9.82, 9.9.1, 9.102. 9.10.3. 10.12. 10.1.3. 11.3.1, 11.3.1.4. 113.11. 132. 13.42
Ktittm lntcrprctations ................... i3.11.4.2.12.4.3.7
Written Notica ........... ‘.3.2.4.3.9.3.12.8.3.12.9.4.3.4.4.4.
4.5. 52.1. 5.3, 5.4.1.1. 8.22. 9.4.1. 9.5.1, 9.‘. 9.10. 10.12.
10.2.6, 11.1.3. 11.3, 122’. 112.4. 13d, 13.52. 14 Written Orders. ............................. 2.3.3.9.4.3.7.
‘. 822. 11.3.9. 12.1. 122. 13.52. 14.3.1
NA - A201 l GENERAL CONDlTlONS OF THE CONTRACT FOR CONSTRUCTlON l FOURTEENTH EDITION AlA* l @ 1987 THE AMERICAN INSTIlVTE OF ARCHITECTS. 1735 NEW YORKAVENUX N.W.. WASHINGTON. D.C. 2w)o6 A20101987 5
GENERAL CONDITIONS OF THE CONTMCT FOR CONSTRUCTION -
ARTICLE 1
GENERAL PROVISONS
1.1 BAslcDERNmOw
1.1.1 niEcoNmAclDo~
TheContractDocumcntsamsktofthcAgmzmaltbctwecn ownaandconuaaor(hadn?ftathehgrament), conditions oftheConuact(Gcncr&SuppkmentaryandothcrGmditions), Drawings, Spc&iations. addenda issued prior to execution of
thCCOIltC4tXOtha~ lktcdinthchgreancntand ModiticPiorrsissucdaftcraecudon ofthcConuact.hModifi- atiotlis(1);1wtltralamcndmcn1totheconuactsigncdby
~~pnics~(2)achnseotda,(3)a-Chvrsc Dirrctivcor(4)awriacnordcrforamirwrCfrplgCintheWork ksucdbythchrdbct. U&SSspcdficlltyCtNtll~intht hgatncnk the Contract Documcnrs do not include other
docmaussuchasbiddingraqhmai~(adv~t~
inviudonmbid,lMnlctions~Biddcrs,sampkfonns,fhc ContM~sbidorportionsofaddcndardatingtobidding
rrquirrmaus).
1.13 TwEcoumaT
Thcconttact Documaltsformthcconttaaforconsrmcdan. Thccontmx =P===*-~-~ - bcrwrarthepartieshaetoandsupaxdepriorncgotiauons repraarptlonsoragrcancnts,cithcrwtiacnororal.Th~& tractmaybeamendaiormodi6edonlybyaM~.Thc ContractDocumcntsshaBnotkconsuucdtocrateaconuac- tualnWonshQofanyldnd(1)betwcatth+ArdakctandCcm- ttactor,(2)bctsvuntheOwncrandaSubrontnctororSutt subcontractor or (3) betwatt any pasons or attities other than theOwncrandContractor.TheArchiuasball,howcver,k entitled to performance and cnfo ramcnt of obli@ons under theContmctintabdtofacilitaccpcrformnaofthc hrchitcct’s duties.
t.ta THEWORK
The ttrm “Work” mans the construction and scrvias required by ti cOmnct Documents, whether completed or p-Uy~~neted,.and includes all other l&xx, materials, savKxsprovidedortobcprovidedbythe
COntnCtOr to fulflll the Contractor’s obligations. The Work may constitute the whole or a part of the proicct.
l.lA THEFRWECT
The Project is the total constructioll of which the work pcr- formed under the Contract Documents may be the whole or a part and which may inch& consuucdon by the Owner or by scpante contnnors.
1.1s THE DRAWINGS
The Drawings are the graphic and pictorial portions of the Con- tract Documaus. whetever baud and whenever issued,
/- shaming the design, location and dimasions of the Woat,
gemally induding plans, elevations, sections, details. s&cd- ulcs and d&rams.
1.1.6 lHEsPEaFlcAnDNs
The Spcdfiations are that portion of the Contract Documents amisting of the written rcquiremaus for materials, equip
m-t* commdon SgmanJ, tmnddsandwo~fbr
the work, and pcrbmnaofrrhtcdsuvias. .
1.1.7 TM2 mwEcTMA?dwL
ThCproj#tlbl%iUdkthC~~yyrsrmbbcdb~rhe workwhidlmayindudethebiddbgrqllbmm,smph forms,Condh@BofthtGmtractandSpcdBcYiorrs.
13 aEamol%comELAnoNhNDlNlEhlT
tat ThCCOtltEtCtDocumau;s shdlbcsifpdbythcowna andcotmcax%plwidcdhthcAgrecmau. lfdthcrtlu
OwncrorContfauororbothdonotsignaUtkconact Dotmaus,rhehrchhcashauidmdfysudl~-
ma=upon-
lA2ExccwulofthcContnctbydre Conaaaorkarepre- scnutionthatthc caMnnorh%vkiudthssiu,hccQmcfamil- iarwithloaltzondbm underwhichthcWorkkrokpa- formed and coKdated personal obsav?tlosls withrquirc- mcntsofthcGmtwtDocumcnts.
123rhcintalt0fthcContmct Documallsktoindude?II itansmxesuryforthepropa auxudonandcompHonofthc workbytk Contmcmr.ThcCon~Documaus =ccwIpk- mauary,andwhatkrquircdbyoncshallkasbindingasif
rrsuirrdw111;pdonnvlcc by w=&-dd rquiredorliytorhcatentamsktau matJandreawmay~ftomthcm%bdng~
t0pKXiWthCintardcdrrsulo.
t24ofgmimtmofthcs~htodMsbfiJ,s#rions andartic&,and ~ofDmwingsshallnotamtrolthe Conuaaor in dividhg the Work aamng Subcontraaors or in cstablishingtheatcntofworlttobcpaformcdbyanyKadc.
lZ5Unlcss Othcnvisc sated in the Contract Documents,
WOrdsWhidlhnn wdHmowntcchnialorconsauabonindu+ trymaningsarcuscdinthcConuactDocumenrsinaccord- anawithsu&mcognkdmanings.
ta OWNERWPANDUSEOFMCHllEWS DRAwlNGs,sFEaFlcAnoNsAmonlER DOCU-
13.1 The Dnwings, Spc&ations and other documents prcpvcdbytheArchhKtareinsttumcntsoftheArchiuct’s scrviccthrougbwhichtheWodttobcaccutcd bythecon- uactorbdsc&cd.ThcContractormayrctainonccontract record set. N&ha the Contractor nor my Subcontmctor, Sub- subcontractor or matedal or equipment supplier shall own or daim a copyhght in the Dtawings, spcdbdons and other documents prepared by the &chitcct, and unless othcnvisc indiated the Architect shall be deemed the author of than and will raain ali common law, statutory and other xmcrvcd right& in addition to the copy@ht. All copies of than, except the Contractor’s record set, shall be returned or suitably accounted for to the Architect, on request, upon completion of the Work. The Drawings, Spccifiations and other documam prqrcd by the Architect, and copies thereof fumkhcd to the Contrac- tor, arc for use solely with rcspax to this Project. They arc not to be used by the Contractor or any Subcontractor, Sub- subcontmctor or mataial or quipmau supplier on other proi- ects or for additions to this Ptojcct outside the scope of the
6 A20101987 AU OOCtJyOn A%l l GENERAL COND~ONS OF THE CONTIWX FOR CONSTRtiCnON l FoURlEENTH EDlTlON
ALA* l 0 1987 THE AMERICAN Ih’smLm OF ARCHITECTS. 1735 NEW YORK AVENLT. N.w.. WASHINCT~N. D.C. ZMXM
work without the specific wmten consent of the Owner and mMect. The Contractor, Subcontractors, Sub-subcontractors and mat&al or quipment suppliers arc granted a limited ,pTeyez* rcp~~~Jpiiable portions of the Draw- ns -Ptcpvcdb)‘~ .,chiuct appropriate to and for use in the execution of their WorkundcrtheConttactDontmcnts.Nicopksmadcundcr thislicalscshaubarthcstatutorycopyrightuotia.tfany, ShOWtlOtlthCD%WbgS,SpccificPions%tdothadocumarr
~~~~hrchitat. Submit& or distribution to meet rqu&mcntsorforotherputposcsincon- nectionw&hthisFrojjLsnottobcconsmtedaspubliation
in demgabn of the Architect’s copyright or other mscrvcd
righrs.
1.4 cAFlTALuAnoN
1.4.1 Tams capita&d in these General Conditions indude those whid~ au (1) spcdfialiy defined, (2) the tides of num- betedaItidesandidentifkdufeunas to I’aqtaphs, Subpa= graphsandchusuinthe document or (3) the ticks of other documents pubfIshed by the American Institute of Architects.
lb -AllON
1.5.1 ln the interest of brevity the Contract Documents he- qucntly omit modifying words such as “i” and “any” and arti- cles su& as “the” and “an,” but the fact that a modifkr or an vtideislbscntfromone~t~tuld?ppcusinvMthcris not ituended to affect the intaprcution of either statement.
AmlclE2
OWNER ,- .l DEFwmoN
21.1 ‘IheOwnaisthepersonorcn~~idcntifitdusuchin the Agreement and is rcfcmxi to throughout the Contract Documents as if singular in numbcr. The tam “Owner” means the Owner or the Owner’s author&d repmsentativc.
211 The Owner upon reasonable written request shall furnish to the Contractor in writing information which is necessary and rdcvant for the Contractor to evaluate, give notice of or enforce mechanics ikn rights. Such information shall indudc a correct statement of the record kgal title to the property on which the Projj is load, usually referred to as the she. and the Owner’s interest therein at the time of execution of the
Agreement and, within five days after any change, information Of such change in title, recorded or unrccordtd.
2alNFomlA FlEO”IREDTT~
22.1 The Owner shall, at the request of the Contractor, prior to execution of the Agtcanmt and promptly from time to time thereafter, furnish to the Cormactor raxxabk evidence that finandal arrangements have been made to fulflll the Owner’s ._.
mcntsandchargesrquimiforcoruuuction,uscoroccupvlcy of pcrmancnt structures or for permanent changes in existing fadlitks.
220 information or scrvias utKkrtheOwncrscomrolsh?u befinni&dbytheOwnawithrasot&k promptnas t0 avoid delay in ordedy progtc% of the work.
2.23 Unless orhcnvise provided in the Contract Documaa, thcConuactorwiRbefumish&ffaof~suchcapiaOf DmwingsandProjectMvlullsu~~~ynmssu).for execution of the Work.
226Theforrgoing~in?ddidontoatherdutksurdrespon- sibiitksofthcOwnercnumemM hcreinandcspcdahy~ inrupccttoAnick6(Qmstm&mbyOwnerorby~ Connors), midc 9 (Fayments and Compktion) and &tick 11 Utuumna and Bonds).
2a owNmswQHTTo8TopTloE~
2SDlXfttUC&ttXUK hils#,amatworkwhichknotin accordanccwiththcrqu&EmsoftheContactDocumaus asrequitedbyPnsnphl2?orpas&edy6UstOePiy~ workhaccordanawiththecontmctDocumaus,thc-, bywrittcnordersigncdpcrsonalIyorbyanagcntspcc@cagY~ anpowercdbytheOwrkrinwritins,mayorderthcCotltrac- tortostoptheWolk,otulypo~thacof,untllthccPrscSot suchoKkrhasbanclimim&~,ttIerightofthe OwntrtostoptheWorksh?llnotgiwrisctoarllltyonthepvt oftheOwnertocPrcbtthisdghtforthcbcncgtofthcC<ar- tractororanyothcrpasonorcnt&y,auxpttothcotcnt required by Subpongnph 6.1.3.
24 owNmsmwrTocAmYourTHEwoRK
24.1IftheContractordcfauksorncgkctstocartyotttrhe Work in accordance with the Contract Documents and fails withii a seven-day period after teaipt of written notice from the Owner to commena and contim~ correction of such default or neglect with dihgena and promptness, the Owner mayaftcrsuchsevendaypcriodgivctheComractorasccond
written notice to correct such dcfickncks within a second stvenday period. If the Contractor within such second scVCn- ~~pcriod~~rrcdptofsuchxcondnoticcf?llstoo mencc and continue to correct any deficiencies. the Owner may, without prejudice to other remedies the Owner may have, correct such defkkndes. In such case an appp~te Change Order shag be issued deducting from payments then or therafter due the Contractor the cost of correcting such dcfk cicncks, including compensation for the Architect’s additional setvices and cxpqscs made necessary by such default. ncgkct or failure. Such action by the Owner and amounts charged to the Contractor arc both subject to prior approval of the Archi-
tect. If payments then or themafter due the Conttactor arc not sufficient to cover such amounts, the Contractor shag pa!’ the diffcrcncc to the Owner.
0bUgiUions Under the Contract. [Note: Uuless such tx!&w?uzbte ekieuce uw furnished on west prior to the execution oj ARTICLE3
th A@?WWM the pmspeait.~ contractor would no1 be required to execute the Agmement or to commence the Wclrlz.] C0NTRAc=r0R
,,- 2.2.2 The Owner shall furnish surveys desaibiig physical 3*’ DEFM’UON c~cteristics, kg4 limitations and utility locations for the site of the Pro@ct, and a 1~ description of the site. 2.1.1 The Contractor is the petson or entity idcntificd as such in the Agreement and is referred to throughout the Contract
22.2 Except for permits and fees which arc the responsibility Documents as if singular in number. The term xontracux”
of the Contractor under the Conttact Documents, the Owner means the Contractor of the Contractor’s authomcd
shall secure and pay for nccesmry approvals, casements, assess- representative.
*IA m A%l . GENERAL CONDITIONS OF ME CONTRMT FOR CONS-J.RU~DN l FoURTRE?UH EDITION hub l Q~~S~THEAMERICANINSTKUTE OF ARCHITECTS, 1735 NEW YORK AVENUE. N.=‘.. WASHINGTON. D.C. ZuW6 A201-1907 f
32 R8w8woFcoNlFiAcrDocu~AND
RELDcoNDmomsYCOWTRACTOR
32.1 The Contmetor shall arehtlly study and compare the
,Ahtfaa Documents with ead~ other and with information mished by the Owner pursuam to Subpamgmph 2.22 and &til?tOtUCUpOKtOthC~arots,itlCOtlSiStClldCSOl omMonsdiseovercd.ThcConttaetorsMlnotbeliabkt0the OwnerorA&hcetfor~resultingf&marors,inconsis- undesoroniirsiorrsint.he~ Documamunkssthe Contraetormeogn&dsuehcrror,inconsiJrrncyoromisskn ZUldhOWitlgi~fdkdtOfCpOCtittOthChditCCt.lfthCCOlk ttaaor pcrfotms any eom aaivity knowing it involves ameo@&ederror,ineonsistcneyoromissionintheContnet Documem without such notke to the Arehiteet, the Contrae- tot shall assume appropriate responsibility for such pcrfor- mana and shaIl bar an appoptiate amount of the attributabk costs for corrcedon.
3A2TheConttactorshalltakefkldm asuranentsandverify fKLdamditklnsandshallamhlllyeomparesuehfkldmea- suremaus and conditions and other infomution known to the ContraetorwiththcContraetl&xmansbeforeeommcneing aetivitks. Ertors, ineons&ncks or omissions diseovemd shall
berepomdtotheArchitectatona.
322 The Contractor shall perform the Work in accordana with the Contract Documents and submittals approved pur- suant to Pangtaph 3.12.
32 suF8Rvm~Ar#-~
32.1 The conKaCtor shall s4Ipeme and direct die wo*, usingtheConttactofsbestskiilandaaendon. Theconaactor shallks0klytMp0t&kf0rattdhncWmt010vct~Ulle- /--- tkm mea%. methods, techdqw, Jeqwnca~proccdura mdforau&&tmgallpordonsoftheWorkundertheCon- tmct, unkss ComM Documents give odler spedfic instrlu- tions eoneeming thcsc mattets.
~1IheConulcrorsh?ltk~~ktotheOwncrfor~ and omissions of the Conttaetor’s employecs, Subeontraetots and their agents and employem, and other persons performing pardons of the Work under a contract with the Contractor.
3.33 me Contractor shall not be rclkved of obligations to pcr- form the Work in aeeordana with the Contract Documents either by activkks or duties of the &ehhcet in the Arehitcet’s administration of the Contras or by tests, inspections or approvals uquired or performed by persons other than the Contractor.
32.4 The Contractor shall be responsible for inspeedon of por- tions of Work already performed under this Contract to dctcr- mine that such pottions arc in proper condition to reecivc sub-
sequent work.
3.4 LABoRAt4DMAlEmAu
3.4.1 Unkss othemise provided in the Contraa Documents,
the Contractor shall provide and pay for labor. materials. equip ment, tools, construction quipment and maehiicry, water, hat. utllitks. transportation, and other fxilitks and services w for proper exceution and eompktion of the Wxk, whether temporary or permanent and whether or not incorpo- rated or to bc incoqxxated in the Work. ,- 3.42 The Contractor shag enforec strict diseipline and good orda among the Conmctor’s employees and other persons anying out the Contract. The Contractor shag not permit cmpioytnem of unfit persons or persons not skilled in tasks Mgned to them.
3.5 WARRANTY
35.1 TheConmctorw%rantstotheOwner~dMchkct~t
materiais and equipment fum&hedundcrtheContraet~be
ofgoodqualhyandnewunlc3sothawisemquiredorpermtt-
tedbytheConaactDocumam, thattheWorkwiiikfm fromdefeetsnotinhenmtinthcqtmlityrcquimdorpamitad. andthatthcWorkwiIleonfotmwiththera@remBOfthc Contract D. Work not confom to these rcqtirr-
menu, induding substhdons not property ?ppto=d and
authorind, may be ccldded tkkaive. The Contractor’s
warrantyexdudesumedyfordamageordcfeCtczrtscdW abuse,modibdomnotaecuudbytheCon~r,impropa or insuffiden1 maintann~ iqxoper operadon. or non warandtarundernormalusagc.Ifrequiredbythc~teet. thcContraetorshallfumish&sfaaotyevidenaastotheldnd atldqualityofmatedakanda@pmcnt.
3s TAX88
3.6.1 The Contmctor shall pay sales, consumer. use and shnihr axsforchtWorkorponionsthtrrofprovidedb)’theCan- tractor which au kgaiiy eructed when bids are reaived or negotiations eoneM4+whetherornotyeteffcetMormcrcly sdledukdtogointocffecL
3.7 F8lwlmFEEsANDNoltcE8
3.7.1 t%iCXi Otherwix PrOVidCd in the bXM Documents, theContnctorsh?llstcurruld~forthcbuildingpamityld otherpemlitsandgovemmenuifees,iiansesandinspcaions neeesmry for proper ateeution and compktion of the Work which ate customarily sceured attcr execution of the Contract andwhkharekgallyrequhedwhenbiiarereeeivedornego- tiatkms conduded.
3.72 The Conttactor shali comply with and give notiees requbed~iaws.- ruks.tegummandklwful ordets of public authoritks t&tg on pcrformana of the wo*.
3.7a1tisno1the Conaaaor’s rcsponsibllity to aseer&n that the Contract Documao are in accordana with appiiabie laws. sacutes, otdinmas. buildingcodes,andtuksandtquh- dons. However, lf the Comnemr obsems that portions of the Contract Documents are at variana theewith, the Contmetor shall promptly notify the Arehitcet and Owner in writing, and neeemary changes shall be aeeomplished by appropriate Modifiation.
3.7.4 lf the Contractor performs Work knowing it to be eon- trary to laws, statutes. ordinances, building codes, and rules and regulations without such notice to the Arehitcet and Owner, the Contractor shall assume full responsibiity for such Work and .shall bar the attributabk costs.
3.8 ALLOW-
3.8.1 The Contractor shag indudc in the Contract Sum all ailowanas stated in the Contxaet Dcxuments. hems covered by allou-anas shall be supplied for such amounts and by such persons or entities as the Owner may dheet. but the Contractor shall not bc requited to cmploy persons or cntitks against whiih the Contractor makes mnabk objection.
3.82 Cnicss othcrwisc provided in the Contract Doeumcnts:
.l materials and quipmcnt under an allowanec shag bc seketcd promptly by the Owner to avoid dchy in the work;
.2 diowanas shall cover the cost to the Contractor of materiak and quipmcnt dciivcrcd at the she and all required taxes. kss applictble trade discounts:
0 A201-1987 Au DOCWENT A2Ol l GENERAL CmJDmONS OF THE CONTRACT FOR CONSTRUCTION l FOLXTEESTH EDITION
AlAb l C 1W THE AMERICAN INsTITLTE OF ARCHITECTS. 175 NEW YORK AVESVE. N.W.. WA..HINGTOS. D.C. ~WIXI
9 Contmctor’s costs for unknding and handling at the Site, hbor, installation costs, overhad, profit and
Other cJtpense.5 contemplated for stated allowance amounts shall be included in the Contract Sum and not in the allowan~
A whcncvcrcosrsaremorcthanorkssthanallowanccs, the conKmct sum shau be adjusted accordingly by change order. The amount of the change order shall refkct(1)thediffemncebetwecnactualcostsandthe abmnccs under Clause 3.8.22 and (2) cbaxqcs in Cotumctor’s costs under Ciausc 3.8.2.3.
3s suERwmDBNr
3.9.1 The Contractor shall employ a competent superintcn-
daurmdncc%%xya%ismmswhoshallbcinancndan~mtht Project site duringpcrformana ofttuWork.Tbcsuperinten- dent shall rcpracnt the Contmctor, and communiations given tothesu@me&nt~beasbmdittgasifgivattothecon- tmctor.lmpotuntcomm~shallkcon5tmcdinwiit- ing. other communiations shall be simihdy con6mlcd on
WtincnRCpCSthUChUSC.
3.10 cowmAm0R.S coNsmJmloN SCNEDUES
3.10.1 The Conttactor, prompdy after being awarded the Con- tract, shall prepare and submit for the Owner’s and Architect’s information a Contractor’s constnxmm schcduk for the Work. Thcschcduk&allnotaccaitimelimltscurtcnt undathc Contract Documents, shall be revisal at appropriate intervals ?s requircd~thtconditionsofthsworkandProicct,shallbt r&taltothealtireProjccttotheextattmquitedbythecon- tract Documents. and shall provide for expeditious and ptacti- mbk cxcctam of the work.
1D2lheContractorshallprcpamtmdkapcurratt,forthe Architcct*s approval, a schcduk of submittals which is coordi- nated with the Contractor’s consuuctkm schedule and allows the Architect rasonabke time to m+ewsubmituk.
3.103 The Contractor sIrall conform to the most recent
SChCdUkS.
3.11 WCUMEUS AND SAMPLES AT THE Sm
3.11.1 The Contractor shall maim&atthesitefortheOwncr one record copy of the Dmwings, spcdfications, addend% Cbatqc Orders and other Modifications, in good order and marked currently to record changes and selections made during conSUuCtion, and in addition approved Shop Drawings, Prod- uct htit, Samples and similar rqmrcd subm&&. These shag btlvlihbktotheArchitectuldstullbedclitmcdtotheArchi- tcct for submittal to the Owner upon completion of the Work.
3.12 3HOP DDAWINQS, PRODUCT DATA AND SAMPLES
3.12.1 shop Dnwings are drawings, di;lgnms, schedules and
Other data speciaky prepared for the Work by the Contractor or a Subcontractor. Sub-subctxuractor, manufacturer, supplier or distributor to illustmte some portion of the Work.
3.32.2 Product Data arc illustrations, snu~dard schedules, per- fotmancc chat% instructiurts, brochures, diagrams and other information fumiihed by the Contractor to illusttate materials or quipment for some portion of the Work.
which submittals are rquircd the way the Contnctor proposes to conform to the information given and the design concept expressed in the Contract mu. kvkw by the ArChitCCt
is subject to the limiutions of Subponsnph 42.7.
3.125 The Contractor shall mview, approve and submit to the MbitectShopDmwings,ProductData,Sampksand~ submicplcrapifcdbytheContract lbcumamwfth- abkpromptncssandInsuchsqucnccastoauscttodchy~ thcWorkorin~?nivitiesofttuOwnaorofsepcrnrtcorr tractors. Submittals made by the Contmctor whicfi am not rquircdbytheGmtmctDocumansmaybc~-~ aakm.
3.128 The Contractor shall perform ZK) pot&n of the UUk
rquiringsub~andrcvkwofsbopDmwii,- Data.Sampksorsimilarsubmtm&untilthemspeUwesubmit- dhasbcenapprovedbythe&chitect.SuchWork~~~ accordanccwitbapprovcd~.
3.127 By approving and submit&g Shop Dmwings, Product lhU.SWllpkSSldsimihrSUbmitUlS.thCContnctor~ thattheConttactorhasdacrm&Mandvaificdrmtahls.~ masuranax5 and fkfd ccm!%uaion~rchud~atr0,or
WiUdOSO,S,ttdh%~CCkCdyldCOOrdkl%CdlhCtiOmr?tion containcdwithinsuchsubmittabwiththerquiremqtsof~ Work and of the Contract Documeno.
3.12A The ConuaCtor shall not be rdkWd of rrsponsibMtg for deviatiotts from rtquirrnrtnts oftbccomractDocume= by the Architect’s appxtml of Shop Dmwings, Product DataI
slmpksorshnllpsubtnitaistmlcssthcccmnetorhzs spaificauy hfutmed the &chkcctklwrkmgofsuchdcvDdon at~timeofsubmirtlandtbe&chimctbasgivcn~ approval to the spcdfic dcviakm. The Contnctor sbak not k rckved of responsibility for cnuts or omissions in Shop Dnw- in@ Product Data, Sampks or similar submittals by the Aochi- tect’s approval themof.
3.128 The Contractor shall direct specific attention. in writing or on resubmitted Shop Dmwings, Product Data. Samples or similar submittals, to revisiins other than those requested by the ArChkcct on previous submit&.
3.12.10 infommiondsubmitt&upon which the~rchitaxis not expected to take responsive action may be so kkndfkd in the Contract Documents.
3.12-11 When profession?l cerdfiauon of perfotmance criteria
Of tIUtUials, systans or equipment is rquircd by the Contnct Documents, the Architect shall be cntitkd to rely upon the accumcy and completeness of such cakuhtion~ and cerdb ations.
3.13 USE OF SHE
3.13.1 The Contractor shall congne operations at the site to areas permitted by law, ordinances, pennits and the Contract Documnts and shall not un reasonably encumber the site with materials or quipment.
3.14 CUtTlNCi AND PATDMND
3.14.1 The Conttactor shall be responsible for cutting, fitting or patching required to complete the Work or to make its parts X12.3 Satnpks are physiul examples which illustrate l amials, quipment or workmar&@ and establish standards by which the Work will be judged.
tu togcrncr property.
3.149 The Contractor shall not damage or endanger a ponion of the Work or fully or nanially completed construction of the
3.12.4 Shop Drawings, Product IMa, samples and simiiar sub Owner or separateV co&acto~ by cutting, patching or other-
mittals arc nut Contract Documents. The purpose of their sub wise akering such consttuction, or by excavation. The Contmc-
mittal is to demonstrate for those ponions of the Work for tot shali not cut or otherwise aker such consttuction by the
AlA - NOi l GENE,RN. CONDITIONS OF THE CONlTMT FOR CONSTRU~ON l FOLMTENlH EDITION
AlA* l (D I* THE AMERICAN IN!jTlTlT OF ARCHITECTS. I-‘35 NW YORK AV-. N.W.. =‘ASHINC.T~W n c xYYIC. A3nl-law Q
Ownaorascpuuecnntmctorexceptwftb~ctmsctttof the Owna and of such scpamte contractoT; such consent shag not be unreasonably withheld. The Cnntractor shall not unra-
~nabiywitbholdft0mthcOwnerorascpamteconttactorthc onuactor’s amsalt to Cutting or othctwisc altering the Work.
21s aEANmmuP
atat The Conaacmrshallkaptheptmisespldsurround- ingamafreefromaccumuhtionofwastematafakortubbish ausedbyopcndonsttndcrtbcConttact.Atcnmpktionofthc worktheGxmaaorshaaranovcfromandabouttbeFvoject waste matdal~, rubbish, the Conttactnr’s tools, constma@n qup=n~rmchinayurdsurp~-.
3.162IItiteConaactor6ilstockanupasprovidedinthc Cnnaact Documents, the Owner may do JO and the cost thcrcofshanbcchargcdtotheContnctor.
3.16 ACCESSTOWOM
3.16.1 Tbc Ccmtmctor shall provide the Owner and Archima accustotheworkinprrpvpionandprogrrsswhercvM loatcd
3.17 ROYALTES AND PATENTS
3.17.1 The Commctor shall pay all foyaltks and liansc fees. The Contmaor shall defend suits or claims for infringamnt of patatttightsandsbaUhoklthcOwncrandAr&tccthatmkss fromfossonaccounttbacof,butsballnotkmspons&kfor suchdcfcnseorlosswhenapxdcukrdcsign,ptoccssorpmd uaofapmicuhrman~or~isrtquirrdby theGmtmct Documcnts.H~.ifthcContractorhas~ sontobdicvcttntthcrquircddesisn,proassorproductisan infdngancntofapaun~thcContmctorsballhcrapansibkfor ,- suchlo%unk%suchinfonnadonisprompdyfumishaltothc
3.18 BlDEMNlFlcATloN
3.18.1 To the fulkst extent pctmittcd by law, the Conttactor shallindcm&yandholdharmksstheOwncr,Architcct,Archf. tat’s cormlum, and agutts and CmpkByas of any of than fromandagainstchims,damagcs,fossesandcxpcnxs,includ- ing but not limited to attomcys’ fees, arising out of or resulting from perfbrmancc of the Work, provided that such claim, dam- age, loss or expense is attdbmable to bodUy injjry, sickness, discrscordoth,ortoinjutytoordcsuuctionofangibleprop aty(otberthantheWOrkitsclf)includinglossofuscrcsulting thcrefrom,butonlytothecxtattausedinwhokorinpartby neghgatt acts or omissiins of the Contractor, a Subcontractor, anyone dkdy or itam anp~oyai by than or anyone for whose acts they may be liabk, qardkss of whether or not SuChdaim,damage,lossoratpaucisctuscdinpartbyaparty indemnified hcmuxkr. Such obligation shall not be constmed to negate, abridge, or reduce other rights or obligations of hdamrity which would otherwise exist as to a party or person desaii in this Pangnph 3.18.
3.16.2 ln claims against any person or cndty indannifkd under this Pangraph 3.18 by an employee of ,the Contractor, a Subamtntctor, anyone directly or indirectly anploved by them or anyone for whose acts they may be Uabk, the in-a- don obligation under this Paragmph 3.18 shag not be limited by
/- a limiution on amount or type of damages. compensation or benefits payable by or for the Contractor or a Subcontractor under workers’ or workmen’s compensation acts, disability
benefit acts or other employee benefit acts.
3.18.3 The obligations of the Contractor under this Pamgraph 3.18~Mt~~dtoothc~tyoftheAKhitett.thcArchi-
tcct’scom&an&andagu¶tsandanployatsofanyofthem atising out of (1) the pmpamuon or appmvai of maps. dnwings, opinions, rcpom, surveys, Change Orders, designs or spccifia- tions,or(2)thcgivingoforthc6iltxctogivcdi=donsor instrucdons by the Archi- the Archi&!l c(Indm% and agcntsandanployccsofanyofthanpmvidcdsuchgivinsor fitihrctogivcIstheptimaqcauscoftheinjuryordamagc.
AmlaE4
ADMI~TION OF DIE CONTRACT
4.1 ARcmEcT
4.l.llhcAfchwt&ttrepasonbwNlylkalscdtopMia amhitectumorncntityhwfullypmakinguchls#nueidcn- tukd%suchinthcAgrccmwtandl5icfrnrdto~out thcconact Docrnacntr%lfSklgUl%sinsuhrin.Ihc~ “Architect” mans the &ctlim or the Archiuds ilubrkd
4.lPDuIics,rcsponsibilldesandlimiodonsofalltholiryofthc Mchitecr%safonhinthecuntmctDowmwts shallnotbe
tzstricWmodiEaioratunded withoutwmcncotUcntofthc oWna,ContractorandArchltca. ConscntsbAlnotbeunrca- sonably wimhdd.
4.1a ln c%e of tamin&m of anploymaU of the Architatl thcOwncrstnllappnintanamhitazagainstwhomthcCon- tmctormakunomasonabkobja%xtandwhoscstatusundcr thecontmaDoaMcms !5llaIlktbatofthc!foxmMvchitcn
4.1.4 Disputes pising under Subp?nsnphs 4.12 and 4.1.3
shaubcsubjcccto-
42 AsmEcrs-m OFTHewNmAcT
4.301 TbeArchkca willprovidcadmiM&moftheContract asd%aibalinthccontmctDocumcnls,andwinbctllc own& rcprawadvc (1) during w-v (2) until fin?l payment is due and (3) with the Owner’s concxrmna. from timetodmeduringt&~patod daaibaiinPam- gnph122.TbeArcbiuctwiIladviseandctmsultwiththe Owna.ThcArchftccrwillhne~~~too~n~ofthc Owner only to the extent provided in tbc Conttact Documents. unkssothawiscmodifkdbywrituninstrumentinaccordance with other proaons of the Contract.
4z2TheLrchht will visit the she at in- appropriate to thestagcofamsm&ontobccomegcneraUyEtmiktrwiththe progress and quality of the compkted Work and to dctamnu ingataalifthcWorkisbcingperformcdinamanncrindiat- ing that the Work, when completed, will be in accordance with the Contract Documents. However, the Architect will not be required to make ahaustivc or continuous on&c inspections to check quahty or quantity of the Work. On the basis of on- site observations as an architect, the Arcbitcct will keep the Owner informed of progress of the Work. and wiU cndcavor to guard the Owner against defects and dcfickncics in the Work.
4.2.3 The Architect will not have control over or charge of and u+U not be responsible for construction means, methods, techniques, sequences or proccdmm, or for safety ptcautions and programs in connection with the Work, since these are solely the Conttactor’s responsibility as provided in Paragraph 3.3. The Archiim will not be rcsponsibk for the Contractor’s failure to carry out the Work in accordance with the Contract Documents. The Architect will not have control over or charge of and will not be responsible for acts or om&iom of the Con-
10 AzOl-1987 AU WCUYPCT A2Ol l GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRL’C’TION l FOl!RTEESrH EDITION
AU’ l #C IW THE AWERKAS I!SllTL’TE OF ARCffi-fECfS. l-39 NEW ‘I’(]RR AVENL’E. S.W.. WA.SHIS(;‘I’( ,S. I) (1. ltMMlh
ttactor. Stk0mmctots, or tbch agents or employees, or of any
other pcrscras paftxming portions of tklc work.
a.4 comntlJnidlonr Fmcimhg contmct Adminktm tk-“i%0thMWkCprwidcdiNthCCOtNMDOCUNlWtS . . 0. Acndka~ kbanspaMkyau~ rbzcktkOwtErandContnaorshaUendc?vortoccmmmi- authroughdrhfchiM.commMiariMs byandwlththc ArcMtdsamwlums~bcthroughthcArchitmcommu- IliCSdOl=bydW&hSubconauxo sandmautialsupplias shallbcthtm@tbcCommacx.conmnuniatbnsbyandwith SepPPc~sh4ktlKUUghthCOWIlM.
4asmsalanthemhitc&s obscrv?donsandMhntionsof the ConWs Appliadons for -em, the ArcMect will rrvicw%Klca?3fythcamountsdluthecorlrmMornd~ issuecerdftatcsforPaymattinsucbam0unu.
4z6lhclrrchhcctwmbavcauthotitytotcjcctworkwhich doattotcor&muttluGmtractDonmrarra.Wkunevatbe McMtcctccms&rsItneasuty0r~f0rimPkmatta. ti0noftttcinantofthcC0nuactO0cuments,tkkcbiuctwill bavcautkitytorqukaddidonai~ormsdngofrhc Work in aaxmtma with Se 13.52 and 13.5.3, whcthaornotsuchWorkisfhbtiat@instakdorcompktcd.
Howcvcr,ndtkrthkautho&yoftbeAr&iuctnoradecisi0n madchtgo0dMthdtkrmataciseorn0tt0cxcn5scsucb auth0ritysballgiverisctoadutyorrcsPonsibUty0ftbe~ tccrrottuconNactor*subwMaMo rs,mataMandcqu@mmt supplias~~~~ranployea,~~personspaform- ingP0ni0nsofthework.
4AL7Thcmhitcctwillrrvicwand~orpbcothcr
aPPm acti0n upon tbc cMt%ctofssubmitplssuch% “?p~ProductDaraaNdsampks,butonlyfortht edPtxposcofchc&ngforconf0rmanawithit&m&on gNcnandthctksignconaptapu%cdfnthccon~~ mcnts.TbcArchitect’sacti0nwillbttakcnwithsuchrus0n- abi~p~rompmasastoausen0ddzyinttuWorkorinthe acmitusofthcOwna,Conuaaororscpamuwmmctom, wbik anowktg suffkknt time in the &chiteM’s ptofcssional judgmcnttopMmkadquaurcvkw. Rcvkwofsuchsubmittals isn0tconductaifortheputposeofdetermimngtheaccumcy andc0mPktaKssofotberdctailssuchasdima&msand quandtim, or for substantiating insrmctions for ins&&m or pafomrncCOfcquipmcntorsystans,allofwhichrcmainthe ~~~~~Co3yctor as required by the Contnct ’ review of the Conttactor’s submit- do shall not dkve the Contractor of the obligations under pvlgnphs 3.3,3.5 and 3.12. The Architect’s review shall not CMstkutc ?pprnval of safety preauti0ns or, unless othawise
Spedficllly Sptcd by the Architect, of any construction mans, meho& tcdmiqucs, sequences or pr0cedurcs. The Architect’s approd of a specifk item shall not indiatc approval of an -W of which the item is a c0mponcnt.
~~~~uctwiUprrpvrOhangeOrdersandConstruc-
tiOri chmgc Directives, and may author& minor changes in the Work as provided in f%ragmPb 7.4.
.4.2.9 The Architect will conduct ins~ccdons to deurmine the
due OT d%CS Of SUbstatltial Completion and the date Of finaJ completion, will receive and fonvard to the Owner for the Owncr’sm&wandrctxxdswritun warmntiesandrehtcd
‘- xumcms rquircd by the Gxuract and assembled by the mmctor, and will issue a final Cdfiau for Paymau upon compliance with the requirements of the Contract Documents.
4.Z.10 IftheOwnerandArchitectagrce,tbeArchitcctwillpro videoneorm0tepr0jcctrrprrJau;uivcst0assistittattying
out the hrcbiuct’s mponsibiuties at the site. -nK duties,
rcspOmiiand-of~~ofsuchprOjcct
~t.x~~.“sctfortllinanexhibittobcinco~
Documcm.
42.11 TheArchiKctwiIlhtaprct?nddcddcnrnasconam-
ingpafo- utldcrandfcqammBofthccunf.w Documcnts0nMttcnrcqucstofcit.bcrtbcOwnerorc0ntmc- tor.The&chite&srcspotatosuchqucstswiUhetttak withrasonabkprompmc%andwithlnattyrimclimitsagucd uponlfno ilgamaukmadc~thctimcwtthtn whichintaPrctad0nsrquimdoftttcArchiactsballkfur-
ii!zifG withthisPatqmph42,thatdchyshaU acanmtofMlurrbythe~~tofur- nkh such ilttapraadons untiI15&ysafurwrittcnrqucsk madcforthan.
4.2.12 lntapnmms and ticdons 0ftheArchkctwOlk consismtwtththctntattofnd~nablybrfcnbkfromthc corltMDowmMusandwillkinwritingorintheform0f dmwings.whMtmakklgsuchincaprrptionsand-*the hrchbctwualdavor to!fecutcfaitlwpMformanceby~ owncrandcontMor,willnotshow~tocithcrand willnotbciiabkf0rtes&sof~ord+ec&n%so rendMedingoodMth.
4293 Thehrdtitcct’s&ckkm$ orlmaNMsrehtingtoacsdudc cffaxwillbc5nallf conskuntwiththcifltcntcxpt%saIinrhc Gmtmct-
4a aANDDlsPuT5
4~.1~ACMmbadatnndor~byonc0f
thcPartks~asamattcrofright.~torintaPm- tati0nofC0naacttams,paymcntofmoncy,cxtaU0noftime
orothermlkfwithrespecttothctamsofthecon~.The tcrin “Chim” also includc~ other dkputcs and -~quch ti0nbetwanthcOwnuand Commctorarising0utoforrcht- ing to the Contract. Claims must be made by written notia. ~~llkytosub!Nantiauciaimsshaur%twiththc pmymakingthechim.
40302DeaonofAfcMau aaims,llaldhgthoscalkging anarororomissionbytheArchitect,shaUber&rrcdinitiaUy to the Architect for action as provided in PamgraPh 4.4. A dad- sion by the Architect, as provided in Sttbptxpph 4.4.i. .shaU be required as a condition precedent to arbittation or litigatkm ofa~betwccnthcContnctoruldOwnetuto;rlls~ matters arising prior to the date 6nal payment is due, rqprdk of (1) whether such matters r&e to execution and pmgrcss 0f the Work or (2) the extent to which the Work has been com- pleted. The decision by the Architect in response to a Cktii shall not be a condition precedent to arbitration or litigation in the cvcnt (1) the position of Architect is vacant, (2) the Architect has not received evidence or has hikd to render a dccki0n within agreed time limits, (3) the Architect ha5 failed to take action required under Subparagraph 4.4.4 within 30 days after the Claim is made, (4) 45 days have passed after the Ckirn has been refer& to the Architect or (5) the Claim Aatcs to a mechanic’s lien.
4.3.3TitttaLlmtbonCfabns.Chimsbyeitherpartymustbe madewithin daysalter OccuKalce of the event giving rise to such Claim or within 21 days after the claimant first recognizs the condition giving rise to the Claim, whichever is later. C’ktims must be made by written notice. An additional (him nude after the initial Claim has been implemented bv Ohange OrdcT will run be considcmd unless sUbmitted in a timely manner.
AU m A2Ol. GENERAL CoNblTlONS OF THE CONTRACT FOR coN!mW~ON l FOURTEENTH EDITION
AlAs l @I* THE AMERICAN IN~TL’TE OF ARCHXTRCIS. 1’35 NEW YORK AVENLT. PM’-. ~AWWXON. D.C. 2001~6 A20101997 11
4a4ccmmwng-~. PeNdingfind- httionofaCkimindudingaMmtion,ttnkssotherwkcagmcd inwMngthcContractorshaUproaeddi@autywithperfor- manaoftheConaactandthe0wnershaUcontinuctomake -7aymMusirlm wkhthecMrfactDocuments.
403.sW8hfaroruabn8tfbwlkynmrtnlcmaldngofflnal
p?ymau- con@tuaawaivcrofClaimsbythcOwnu c!%apcrhosc%kingfrom:
.l lkns,CMms,saxrityimac3tsoratcumbmnccsuis-
ingoutoftkGnlumandunsealed;
1 BtumoftbeWorktoco!mplywiththcrcquimmatts ofthccontraaDacumtno;oc
btamsofspccialwarmmksmquitaibytbcConttact Docrnenta
4asambmtorconcehd orlhknown condmnslfcon- ditkmsarealcounuredYthesiuwbichuc(1)-or
--PM-- whklldBermated-
auyhlmtho6eindk%aiklthecontmctDowmausor(2) tmlmownpbysitAcondMnsofan~mturc,wbichdlf- fermatakuyffomtho5eordkndlyfoundtoaisclmdgamlly tEogned%inhMentin~ aaivkks of tfk chaMerprwidedforitlthecontmctDowmatu,thMlnotia
bYYJbs-&u313m~ en m the other P=Y dsNrbcd%ldinnocvMlthur tban21ctaysaftcrfinttobscMnaofthecondi&M.TheArcht- uctwiuprompdyinvudgausuch wndkkms%4lftheydifia matakUyandauseniaaascordccraseintheConuaaor’s
cost of, or the requkd for, pcrfottmna ofanypartofthc Work,wlllrwmmaIdnquiabkzd/usmrcntitlthecofltM SUttlWGXlU%Xlimt,OrbOtil.lfthCMCblUCtdacrndnts~ P theoondidonsatthesite%enotmaudauy-ftomtbosc indiaudinthecoNtmaDowmems aIldth%txlchangeinche tansoffbcContractkjudai,theAr&itaxshallsonoti.fy tbcOwncrandContncuuinwrhtn&sutingthcrusons. aaimsbyeitherpanylnoppoaontosuch- mustkmadcwfthin2ldaysaftcrtheMchimct -Biven notiaofthcdaision.lfthcOwncrandContractorannot agraonnadjustmcn tintheComtactSumorContxactTii theadjustmcntshallbemfcrmdtotheArchitectforinitialdcter- . . mlmotbsubjecctofurtherprocccdingspursuanttoPamgmph
4.4.
4~7chimsforAddmml C0&IftkuContractorwishesto maltcClaimforanincrcveintheContmaSum,writannotia asprovidcdhcr&nshaUbcgivcnbcforcpmccaktgto- theWorL.Pfiorno~isnotrcquirrdfor~~~gton tmagarcyadangeIingufeorpropMryatkingMderPala-
graph 10.3. lf the cMtmctor bdkves additional cost k invokd for reasons including but not limited to (1) a written kmpmakm from the Architect, (2) an order by the Owner to stop the Work whcte the Contractor was not at fault. (3) a writ- tcnordtrforaminordrvlgcinthtWorkissuedbytht~
UCt, (4) faiiure of payment by the Owner, (5) termination of tbc Conttaa by the Owner, (6) Owner’s suqxnsion or (7) other rasonabkgtounds,Claimshallbefikdinaccordancewiththe procedum established herein.
4.3.8 cl8tmsforAddinotmlnIno
4.3.8.1 IfthcContnctorwishestomakcClaimforanincrasc inthcContmctTime,wtittennoticeasprovidedhcrcinshallbe ,- given. The Conuactor’s Claim shall Mude an estimate of cost
and of ptobabk effect of delay on progmss of the Work in the cauofacontinuingdehyoniyoneUaimktuasary.
43.89 lf adverse watber conditions arc the basis for a Claim for additional time, such Claim shag be documented by data
substantiating that weather conditions wae abnormal for the paiodoftimeandcouldnotbavcbanrMmablyant@at4 andthatwatheramditionshadnadveKeeffeMon~ xhedukd-.
4A9lnluyorDmmgmtoPamalomupfty.Ifddvr~ totheContmasuffctsingnyor&magctopasonorpropaty bcauscofnactoromi&onofthcothcrparty,ofany0f the othcrparty’semplqeuoragcnts,orofotbasforwbomacts srarfipvryit4kgtiuyfiabkcRnaoan0tkeofsuchiniuryor damagc,wbahMcLrnot~ahallbegivMltothcother pattywithinarasonabktimcnotatcccdfn%2ldaysafter~ 0bSMVWC.ThCItOdUstHnptWldCsufiidaudCUilto- theothcrpartytoimresrigpDc tbematur.lfaClaimbr?ddi- tionalcostortimcmhtaitoth&Chimfstobcasscn&~JhlU bCfikdUpfOVidCdInSubplngnphs 43.7 or 4.3.0.
4A FESOUJTlDNOFCrANDDlSPUTES
4.4.1 Thc~wiQrcvicwcbimsndukconcormo=of thcfoliowbg~~withintcnckysofradptofa
ckfm: (1) qu= addWxutsuppordngdaaffomthe~ (2)submitasd&ulctotheppdahdiaTingwtrarrhckchi- UCtUpCCtStOtdU;lcdon,~)tCjCCtttUChilttinwholtOr~
Pmsptins reascm for Wealon (4) Kcommetldapp=-CJf thcChimbythcothcrperrryot(5)sugBrstacomprombc.The
hdWcmnyaiso,bmisnotobl@tcdto,nodfy~sUrrry,if any,ofthcnattKcandamount ofthcaaim.
4.4~IfaChimhasbcat1-cmhf&thcArchitmwillprrpYcor obtain appropnatc B.
4A3lfaCbimhasnotbantesolved,rhepmymddngthc
ChhShdtWlWlOarditp?ftathChfChitat’SprrIhninvy msponsc,nkconcormoreofthcfoBowingactiorm(1)submh -suppominsd=rcqwstcdbytheW(2) modllythcinitbl(JirmorO)notffytheArchitcctthntht~~ chimscmds.
4.44 IfaClatmbasnotbecnrcsolvcdaftcrconsideradonofthe forcgoingandoffMhcrcvkknaprcsentedbythcpartksor rqucxaibytheAtchitect,tbcAmbhcctwiUnotifytbepartks inwhingtbatthe-sdeckionwiubemadewithin scvcndays,whichdccMonshaUbefinalandbindingonthe partks but subject to arbitration. Upon expiration of such time
pCdOd,tk&ChiUCtWUltMldMtOthCpltkStttC~S wdNaldeckionuhdvetotheclaim,irlckldlnganycbangetn ttnContnctSumorConnctT~orboth.Iftherrisa~
and there appars to be a possibility of a Contmctor’s default, the Architect may, but is not obligated to, noti@ the surety and rquest the surety’s assktana in resolving the controvasy.
45 AmmATloN
4.5.1 co- and chbns Subject to Amratlwl Any controversy or Claim tubing out of or t&cd to the Conuact, or the breach thereof, shag be settled by arbittation in accor-
dana with the Construcdon Industry Arbitration Ruks of the hmerican hrbitmtion hsmcwon and judgment upon the award rendered by the arbitrator dr arbitratots may be entered in any court having jurisdiction thereof, except controversies or Chim relating to aesthetic effect and except those waived as provided for in Subpatagmph 4.3.5. Such controvasks or Claims upon which the Architect has given notice and rendered a decision as provided in Subparagraph 4.4.4 shall be subject to arbitration upon written demand of either patty. Arbitration maybecommcncedwhen45dayshavepasscdafteraUaim has been referred to the A&itect as provided in Paragmph 4.3 andnodecisiinhasbccnrcndercd.
AlA otXW%NT Mot l GENERAL CoNDmOM OF THE (zc%lR~C’r FOR CONSTR~‘C~ION l FOCRTEE?~~ fDmoN 12 A201-1887 AlA. l 0 l9R- THE AMERKXN ISSTITL’TE OF ARCHITECTS. 1735 KEW YORli AVRHLZ N.W.. U’ASHISCJ’OS. D.C. ~IWIIKB
4.5.2FlulesudNotiw8torArWtntion. chimsbetwemthe owner and Conaactor not reso&d under F%graph 4.4 shall,
if subject to arbitration under Subpamgmph 4.5.1, be decided +--arbiuationinaccordanawiththeConsuucuonlndustry mtion Ruks of the American Arbitration Association cur- ruxlyineffecLttnkssrbepartksmutuaUyagreeothcnvisc. NotiaofdanandforarbiUationsbaUbeEkdinwritingwitb theothcrpanymthe~mtbetwarltheowrleratldcon- . . tractor and with the American M&ation &soaxmn ,tia copyshallbefikdwitbtheArchitca.
4s3conmct PtmammmDufing-.Duringarbi- mtionpmaabgs,theOwnerandConmcmrshallcomply with Subpy?gnph 4.3.4.
4.5.6 chhns and nmoly Anertlmof~hp=V-‘~ flks a notice of demand for a&&radon must assert in the demand all Claims then Itnown to that party on which ami=- tionispermittedtobe dananddWhmaparty6iktO~ a Claim through oversight, Voramusabkncgtia, 0rwhenaUaimbasmaturedorbeenacquimdsubsquenth.~ the arbiitor or zbnmmrs lllypcrmit--
4.5.7Ju$gmontm~AmrdThcawardrardcrrdW~ arbitmororaxbi.tramsstuUk~andiudgmart~~ enureduponitkl aaonhnawithapplicabklawmyly~ having jurisdicdoNrhMeof.
mncLE8 46.4 whm Afbtmmn M8yBeDemantM.Danandforarbi- u?tionofplyChim~notbe~untilthte?rlitrof(l)tht dateonwhidtthehrdtiucthasrendaedafinalwriaended- sionontiteClaim,(2)tbeunthdayafterthepartkshavepm- SMUCdCVhlCEtOthCAfChkCM orbavebeengivenraxmabk oppLmUWytododoififArchitccthasnotrcn~1fin?l written dedsbn by rhat de, or (3) any of the five events descdbed in Subpamgmpb 4.32.
SUBCONTRACTORS
b.1 D-
4.54.1 When a writur~ decision of the Architect sums that (1) the decision is final but subject to arbitration and (2) a demand forarbiiofaClaimcovetedbysuchdedsionmustbe
madewithirl30dqsaftcfttudpronwtrlchthc~~ thedcmandrcaivesthe5nalwlitundedsion,thmhilurrm dananda&tndonwithinsaid3Odays’periodshdlresuhin tbeAtehitrct’sdeckionbecomkgfinalandbmdinguponthe OwNeraNd Commctor.I.ftheArchitectrendasadecisionafter ~grbittationpmceaMgsbavebaninidat&suchdecisionmay ~entaedasevidena.butshaIlnotsupaxdearbitMonpr0 zdingsunk%thedcd!lkmkacapubkmallpaNks concerned-
5.1.1 A S&xmtmcmr is a person or am&y who has a difu3 commctwiththe Conmcmrmperfonnaponion0f~W~ nthesitc.Theutm”Subconmctor*‘brcfaIedm~t thecoltmctDowmmts asifsinguhrinnumberandmeansa Subcontntctor or an prthorficd rrprrsawtive oftheSuba= tractor. The term l *Subctmmcmr*~ does not indude a sepamtc contractoror~ofasepamtecommcmr.
6.12 A sub-subam tmcmrisnpasonorentitywho~a diratorindimacontmctwfrhaSubcontractortoperforma portion of the work at the site. l-be tam “s~naactor”
krefmedm~thecontmaDocumenu%ifstnguhr innumberandmansa Sub-&conaaaor or an autborized repm=mM of the UMubcontraaor.
46.41hdanandforarbitrationsballbemadewithinthetime limits spedfkd in Subpamgraphs 45.1 and 4.5.4 and Clause 4.5.4.1 as qplicabk. and in other cases witbin a rasonabk timeaftertheChimbasarisen,andinnoeventshallitbemadc after the date when institution of kgal or equitabk ptoceedings based M such Claim would be batred by the qpiiab~e statute of limiudons as deutmined pursuant to Paragraph 13.7.
4bb Litnitatlon on wlidation or Jobdr. No arbitration arisingoutoforrdatingtotheContractDocumentsshaU include, by consolidation or joinder or in any other manner, the ArdiitecL the hrchitea’s employees or consultants, atcqx by written consent conctining spedfic referma to the Agee- nut-u and signed by the Ardritect, Owner, Contraaor and any 0th~ petson or entity sought to be joined. No arbitration shag indude, by consolidation or joinder or in any other manner, pvricS Other than the Owner, Conttactor. a sepantte contrac- tor % desaibed in mick 6 and 0th~ persons ~ub~tatttially involved in a common question of fact or law whose presena is required if compkte rdkf is to be accorded in arbitration. No person or adty o&r than the Chvnff, Contractor or a separate conttactor as descAbed in Attick 6 shall be induded as an orig- inal third party or additional third party to an arbitration whose interest or rcspunsibUity is insubstantial. Consent to arbitration
,- involving an additional person or entity shall not constitute consent to arbitration of a dispute not desctibed therein or with A person or entity not named or described therein. The fore-
IL2 AWARDOFVANDOTHER coNmAmsFoR- OFTHEWOHC
5ozlunksothcmiscsprcdinrheconu;rct~entsm tbebiddingrrquiramno,theContnuxor,assoon~ptac- tiabkafterawardoftbeContmct,sh?Ufurmabinwrhingto tbeOwnerthroughthe~thenvnesofpersonsorenti- ties (induding those who are to furnish materUs or equipment fabriatedmaspedaldesign)proposedforeacbpMcipalpor- don of the Work. The Arch&x will promptly reply m the Con. tractor in writing stating whether or not the Owner or the Architect. after due investigation, hu rcu~nabk objection m atV such proposed pason or entity. Faihue of the Owner or Architect to reply ptomptly shall constitute notice of no reason- able objection.
522 The Conttactor shall not conttact with a proposed per- sonorentityto~om~OwncrorArchitm~m;lderr?- sonablc and timely objon. The Contractor shall not be rquired to contract with anyone to whom the Contractor has
made rasonabk ob@ction.
5.23 If the Owner or Architect has rusonabk obj to a person or entity proposed by the Contractor, the Conaactor dd propose Brother to whom the Owner or Architect has no reu~nabk objectiou. The Contract Sum shall be increased or decree& by the difference in cost occasioned by such ctrylgc
and an appropriate Change Order shag be issued. However, no incrasc in the Conmct Sum shall be aUowed for such change unkss the Contractor has acted promptly and responsivdy in . . suomtttmg names as mquimd. going agreement to arbitrate and other agreements to arbitrate with an additional person or entity duly consented to by partks 59.4 The Contractor shag not change a Subcontractor, person
to the hgrammt sbu be qxdfidy alforcabk under appli. or entity previously sekcted if the Owner or Axhhect makes
abk law in any court baying jutisdiction tbereof. rasonabk objection m such change.
AtA - A2Ol l GENERAL CONDITIONS OF THE CONTRACT FOR tXWS-lRU~oN l FOURTEENTH P)tTtON
ALA* l a, 1967 THE AhiERtCAN INSTlTt.!! OF ARCHtTEm. 1735 NEW YORK AVENXZ. N.W.. WASHINGTON. D.C. Zoo06 I&201-1987 13
53 mRaATlo?Js
53.1 wmIgtranent,--hg;rllyw for vahdity, the Contractor shall rquim ach Subconttactor, to .‘-~ofthr:WorLu,kpcrformedbytheSubcon~or, ~boundtotheConttacmrbytatnsoftheConttxtDocu- mqsndto sssurnctowanitheConaactoralltheob@dons andtlspodbiudeswbichtheconaactor,bythaeDocu- menrr,assumc3towatdtheownaand- Eachsubcon- tactagmanaushaflptaaveac~protecttbetightsofthe ownaandArchitatundatlucontnct-with rapecttoduWorktobep&xmaibytheSubamtmctorso
~~s~thacof~~~yI$ho.
OthCnViSCinthCSUbCOn~ agramalt,thebcn&tofall rights,ranedfaandmdrasag&nsttheContractorthatthe conuaaor,bytheconaact-, lnsagainstdK owna. what appropriate, the -sbaurtquirreach SUbCOtl~tOClltahtO~ agrumenlswith- comMos.Thcconaaaorsllalimake?vlibbletoachpro-
copi&Ofihi contma towhichthe
Submnartorwillkboundnnd,upon--T&z subcontMctor~ idendfy to the se tionsofthepmposedsubconnact agrcanmtwhichmaybcat varima wirb the Conttact Doaxnents. Subcontractors shall
~k!4=~offPF-mJ-of~-~ ESpttVCproposcdS-.
se4 cotmmmT-oF-
6.4.1 Exh- ztgtuumtsDtPponkmoftheworkis
vsisncdby* Commctortothe0wnerprovfd&thau
f .l ass@manfsdkcdveonlyafartaminAonofthe conaactbytheownaforauscputsuanttop?n- gtaph 142andonlyforthose&xonaaaagmanents whichtheownaacceptsbynodfyingthesubcon- mctorhwriting;and
2 adgnmaxissubjccttothcpriorr&htsoftksurcty, ifany,obl@udundabonddatingtotheContract.
S.d2IfthcWork~bcensuJpendedformortthvl30rbvs, the Suhcontnctor’s compenation shall be equitably adhmed.
ARTICE 6
CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS
6.1 OWNEWSwaWrTOPElWORM cormRuclloN ANDTOAWARDSEPARATE~
6.1 .l The Owner tescwcs the right to perform constnxtion or opcmions rehted to the Projj with the owna’s own forces,
and to awatd sepzate contracts in connection with other por- tions of the project or other construcdon or operations on the she unda Conditions of the Contract identical or substantiA!y similar to these including those portions rdatal to insurance and waiver of subrogation. If the Contractor claims that delay or &dMonal c;lst is involved beaux of such action by the Owna. the Contmctor shall make such Claim as provided eise- whae in the Contract Documents. . 3.15 when scpamcc contntcts am awarded for diffemnt par-
~l3TheOwnershallprovideforcoordimdonofthe?ctivi- tics0ftheOwnrtb3td0~?nd0ftid~conanor withtheWorkoftheConttactor,whoshellcoopemm~ than. The Conaaorshall~withothascparaUCOn- acrorsandtbeOwnerinmvkwingthcirwnsauaMscfaeb ukswhaldkcudtodoso.llle ConaaaorshaUmakeW revisiitothe- schahlkandcontraa~ decmedtlcmsmyaftaajointrevkwPrc;tnutlnl;Igrcannu. The--shallIllalconsdmu theslzhaab tobeusedbytheConmctor.sepemteconaaorS~~ Ownauntilsdquadyrrviscd
6.1.4 Unless olhcrwhc pmvidedintheconaactDocmnaro* whaltheownapafotms consrructionoropenMnsreht@
tOthCE9O@CtWi~thCOwna’SOWIlfOSCCS,tbCOwncr~~ deanedtobesubjecttothemrneobfig&onsandto~~ samerightswhichapplytothe ConulctorundatheCondE dons0fthecon~inchrding.withoutcrckrdingothas, those stated in &tide 3, this &tick 6 and hddcs lo,11 and 12.
(It MmuALmsmmmam
6.2J TheContmctorshallahrdtheOwnaandscpaU~- tMorsrasonableopporamiryfor inmduahmdmof thcirmatcriaisand~ndpaform;mcc ofthekacdvi- tksandshaBamnect atxl coordittau the Contractors con- strucdonndopavionswiththeirsasrquiraibytheContmct Documaus.
6z2lfpaftoftbecon~sworltdepaldsforpropa cxccudonorrcsultsupon -=eby- Ownerorascpztteconaaaor,the cImnaorsh4,priorto
P~~&~~~oftheW*promply~~ dirarppndcJordefeUS&lsuchotha fzonmhonthatwouldLcndaitunsuiabk~suchpt0pa aecutionandraults.FailumOfthe Commctorsotorcpon shdlamstiNuan~thattheOwna’sorsqn- ratecontractors’compktedorpartiaUycompktedconsrmabn is5tuldpropcrtorcedvcthcconaaotsWo~cxccpt~S defects not then masonably d&oven&k
8022costscausedbyddaysorbyitnpropedytimedactMa ordefecdveconsttucdonshallbebomebytheprutyrapomi-
blc thaefor.
$24 The Contmctor shall promptly temedy damage wrong- fuliy aused by the Contmctor to compktcd or paniahy Corn- pleted consttuction or to property of the Owner or separate contractors as provided in Subpvlgnph 102.5.
6.2.S Claims and otha disputes and matters in question betwm the Conuactor and a sepatate contractor shall be sub ject 10 the provisions of Patagnph 4.3 provided the sepamte contractor has reciprocal obligations.
6.2.gTheOwncrandcxhsepamtecontractorshallhavethe same responsibilities for cutting and patching as are dacdbcd for the Contractor in F%ragraph 3.14.
6a 0wNEwsRlGHlToaEANuP
63.1 If a dispute arises vnong the Contmctor. sepamte con- ttactors and the Owner as to the responsibility under theit
dons of the Project or other construction or opemtions on the rapmive conmcts for maintaining the pranisa and sunound- site, the tam “Contractor” in the Conuact Documents in ach ing am free from wsste mataials and rubbish as described in
ase shall man the Contractor who executes ach separate Pvlgnph3.15,theOwnerrmydevlupuld2Uoc?tcthecost
Ovmcrtittactor Agrecmmt. among those responsible as the Architect determines to bc just.
14 A2m-1997 Au wQIyp(T -1 . GENERAL CONDITIONS OF THE COI’IllUCr FOR CONSTRK-ilO~ l FOURTEE!VrH mmox
AlA* . CL IYR? THE AMERICAN [ss~TE OF ARCHITECTS. 1725 NEW YORK AVES1-E. .SW.. WASHINGTOS. DA:. NW6
ARTICLE7
CHANGES IN THE WORK
. -4
7.1.1 changesintheworkmaybcaccompMcdaftuaccu- tionofthecontract+andwimotltin~thccon~by ChangeOfder,Constn&9nchangcI%ccdveorordcrfora minorchangeinthcWork,subjjtotheiimitadonsstatcdin thbmick7anddsewhaehthecontnctDoamlatt5.
7.1~AchangeOrdcrshallbcbxduponupontamong the Owna, Contractor and Ardrhca, a Consrmcuon Change . . DLremeuquiresaguementbytheownaand-and ~or~notk~roby~Contnctor;mordtrfora minor cbans in the Work may k issued by the Architect IlOtU.
7.lachangesinthcWofkshaukperformedunder~ able provisbs of the Contract Documents, and the Conaac- torshaUptoceedpromptly,uniesso&nviseprovidedinthe ChangeOrda,CorunuctionChangeDiucdvcorordafora minor change in the Work.
7.1AIfllnitpriccsucswdintheContncr~~~or subseq~agreedupon,andifquvrtirics~con- tanplatedaresochangedinapropos&ChangeOrdttorCon- structionchangcD&ecdvethatappliationofsuchunitpritxs to quantities of work proposed will ause substantial inequity tothcownCrorconu;lcror,the?pplic?bltunitprica~be
eq-b--
7.2 CHANGE-
2.1 AChangcOrdcrLsawrittcninstnamentprqatcdbythe Arch&a and signed by the Owner. Contmctor and Anzhitect, stating their aguematt upon 1 of the following:
.l achan~inthcWorlt,
2 the amount of the adj#stment in the Contract Sum, if any; and
.3 the extent of the adj ustment in the Conmct Tie, if
Ury-
72.2 Methods used in daaminhg adjustmans to the Contract sum my inch& those listed in S&pamgmph 7.3.3.
7s ~CTlDNCHANGEDlRECWES
73.1 A Consuuction Change Directive b a written order pre-
Pared by the Architect and signed by the Owner and Architect, dkCtiLIg a Change in the Work and stating a proposed basis for adiunmcnt, if any, in the bxmct sum or Conttact Time, or both. The Owna may by Construction Change Directive, without invalkiating the Contract, order changes in the Work within the l3amtl scope of the Contract consisting of addi- tions. dehkm or other revisions, the Conttact Sum and Con- tmct Tiie being adjusted accordingiy.
75.2 A Construction Change Directive shall be used in the absence of total agrcanent on the terms of a Change Order.
73.3 If the Construction Change Directive provides for an adjustment to the Contract Sum, the adjjtment shall be based ‘on one of the following methtds:
.l mutual acceptance of a lump sum properiy itemized
and suppotted by sufficient substmtkxin~ data to per- mit evaluation,
2 unit prices stated in the Contract Documents or sub
=I=* w-d upon;
3 co3ttobe~inamanncragrecduponby the parties and a mutually acceptable fixed or pcrixnt- age fee; or
.4 as provided in Se 7.3.6.
7A4Uponrcaiptofa~ cbatlgeDirrcdoc,rfw COlltMOrsh4i#omplyprooeedWithl.hC~inthC workinvolvcdandadvkrheAicttitatofthc~s
-tm ~withthcmcchod,ifmy.wavidcd inthecommuWn~Dirrcdvefordcvrminfnsrbe~ pOSCd?djusrmauItlthCthtSUUtOrCOtlUXtTitllC.
7.3.5AGmsuuabCtnngefJizeahsigncdbythcCu~f~- tor indiatcs the agr=mcntofthcComraaorthaewi@indud- ingadjustmcntinConaactsumandContuctTiiortbe
iitt.is-- agramaltshalIkeflcc- andshIIkucordaiasaChangeOida.
7.3.6 lfthe(2mtmcm docsnotuspondprwnpdyor~ withthemahodforadjummtintheContmctSutn,thc methodandthc tadjmwtshaubedcramincdby~- tatonthebasi6ofrusmabkarpcndtanrs ndmaf thosCpaformfngtbCWOdt attmabktothediangc,- ingoinascofm inaascinthecontmctsrrm,a- aUowamxforoverhadandp&t.lnsuchase,andalsounder chusc 7.3.3.3, the conmaor shaIIkapandpnsenGin~ formuthcArchitattnaypnxibc,nitanizalaccount@
t0scthcr-h ?pproprhttsupp0Mgcho.Unhssathcrwiat
prrwidcdinthCCOIUmCtDocrrmans, costsforthc~of this Subpa@qh 7.3.6 shaII be Iimited to the fallouins:
01 costsofhbor,inctudingsochlsccratry,oldagcnd unanploymcnt-, w-rrqrrirrdby agamaltcx~and-orworhncn’s
compenspkn-
9costsofmataiak,suppiicsand@pment,MJd- ingcostoftransporution,whethcrincorpotatedor
s faltalcostsof~andquipment,exekrsivcof hand tools, whether r&d from the btmxtor or
Othees;
.I co!xsof prcnbnsfor1bondsandbutanccpamit fec!Landsaks,useorsimihrcaxcscdataitothe work; and
b addidonalcostsof supavMonandfiiofficeperson nel direct& attributable to the change.
72.7 Pending final detcn&atkm of cost to the Owner, amounts not in dispute may be included in Appliations for I’aymtU. l-he amount of credit to be allowed by the CorNraG tor to the Owner for a deletion or change which resuhs in a net demveinthccOnulctSumsh?ubcact~nttcostIsco~ firmtd by the Architect. When both additions and credits covering related Work or substitutions are involved in a ChWU. the alIowancCfor wethad and profit shall be fwred onthebGlsisofnetin~,ifuly,withrrspcctto~t~.
73.8 If the Owner and Contractor do not agree with the adjustment in Contmct Tic or the method for detcmMii it, the adjustment or the method shaU bc referred to the Architect for determination.
7.3.9 When the Owner and Contractor agree with the dcter- mination made by the Architect concerning the ad@stments in the Contr-ct Sum and Contract Tiie. or otherwise reach agree- ment upon the addjustments, such agreement shall be effective immediately and shall be recorded by preparation and cxecu- tiun of an appropriate Change Order.
AIA m AaoI l GENEJIAL CONDITIONS OF THE COhTRAcT FOR CONSTRUCIWN l FOU- mml(JN
AlA’ l @ 19f?? THE AhlERlCAN IN!~TITLII OF ARCHITECTS. 17.35 NEW YORK Ak’ENL’E. N.U’.. ‘%tStllNGTOIG. I>.(;. ~txx~6 mol.1997 15
7A MlNoRcIuNGEsIN7lEwoRK
7.4.1 The AxhiteCt will have authority to orda minor Changes
in the Work not involving adjustment in the ContraCt Sum or
-terMonoftheContnct’fimeand~tkons&ntwiththc
ntofthecontractkxmalts. SUChdUlgUW~
~uxalbywtittenorderandshaUbebindingonthcoWna
and&mraaor.ThcC0nttaCtorsballanyoutsuChwritten
orders Promptly-
AUI’ICIE 9
6.1 DEFINmONS 6.1.1 Unkss othawise ptnvided, Gmtract Time is the period of time, induding authorizal adiustmcnts, ailotted in the Con- tmct Documam for SbsuntU Comphion of the Work.
kllIhcdateofcommrnamenr oftkworkbthcdate
utabIishedinthe Agreamt.RKdateshaIInotkpoatpon#l bythetwItctoactofthe Comraaororofpasonsoratdtks for whom the Conttactor is rcsponsibk.
R13ThcdatcofsubstantialCompkdonisthedateqrdfkd bythe&chitcctinlccordvrccwithPangmph9.8.
R1AThctam”day”asusedintheContnctDocumattsshln
manalatdsrdayrtnkssottmMse~dcfintd.
62 mom6ssAND~
6.2.lTitncknttsstamdinthcContmctDocumcnt-samofthe catcnaofthccOntna.ByakcmingthtAgrranenttheCnn- traaoramfirmsthattbcContmaTiiisaraxmabkpaiod jr pcrfprming tbc Work.
6a2ThcconuaaorshannotknowingIy,aaptbyagra- mentorinsmAonoftheOwnainwtidngprrrnuurciycom- menccopaationsonthesiteordscwhacptiortotheeffcctive datcOfinsuranccrquhaibyAttkk11tok~bythe Conaactor. The dam of commqamentoftheworkshagnot
bcchangedbytheeffcctivcdateofsu&insunma.Unlessthc
datCOfCO~arccmat&C!XablLShcdbyanotiat0pKXXCd givcnbyheowM,theChntcaCtorshaUno~thcOwncrin writing not less than five days or uther agreed period before commaKing the Work to pamit the timeiy 6ling of mortgages. mechat&s lkns rmd other saxuity interests.
62.3 The Contractor shall proceed cxpedidously with a&- quate forces and shall aChieve Substantial Completion within
the contmct Tii.
6a DEuYsANDaTENsIoNsoFnME
63.1 If the ComtaCtor is delayed at any time in progress of the WorkbyanaCtornegkctoftheOwneror&chimct,orofart
anployce Of Cidur, or of a scpanuc contractor employed by thcOwncr,orby~~ordcrrdintheWork,orbyhbor d@UtU, fk, UttUStUi dct?y in ddivaks, unavoidable Casualties
or otha ausu beyond the Contractor’s control, or by delay authorized b the Owca pending arbitration, or by other
causes whkh the kcfiitm dctnmines may justify delay, then
the Contract Time shall be extended by Change Order for such rasonabk time as the Architect may detetmine.
ARTICLE9
PAYMENTS AND COMPLRtON
9.1 c0NrMcT9uu
9.1.1 TheGmtmctsumisstatcdInthcAgteanmturdindrpd- ingauthotized~,isthet~ -Pwkby- OwnertotheConmaorforpaft3rmarIa OftheWOtkundrr thecontmctDocumma
93 SWBDUIEOFVAUJ6S
921 kf0~tkfirstAppkdonf0rPaymcnt,theCont=or
shaRsubmittothc&cb&ctascha&0fv?Lua4knXCdtO
variouspottionsoftheWo*prcpYeditlsuchformandsup
porudbysxhdauto&stantWitsaccumcyastheAfitritcct
mayrquirc.Th&scheduk,unkssobjcctedrobytheArchir#t* shallbeu&dasabasisfnrmdcwingtheContraCtor’sApplio-
dons for payment-
9a APPucAnDNsPoRPA~
9~1AtkasttendaysbeforcthedatccttabMledforach progruspaymau.theCommctorshaIlsubmittothckcfiirea
anitemizcdAppliati0nforPaymcntforopa&msc0mpkUd inaccofdanaw&hhcsckiukofMhrcs.Suchappliation shaubenotuizcd,P~andsuppoltedbysuchdcrp substantiating the Contractor’s right to paymatt as the OWna
orArchiicCtmayraJuile,suchuCopicaof~nsfmm Sthontractotsandmataialsupphas,andrcfkaiq~ if pKMdcd for -inthcGmaactDocummts.
9Al.l Such?pplicpiansmayinduderquc5tsfixpaymcnton accountofcbangcsintheWoritwhichhavcbccnpmp@
authorized by Consau&on Change Dkcdves but not yet
includcdinchangeotdas.
93.12 Such appliadons may not indude rqucsts for pay-
ment of amounts the Co ntmctordoesnotintmdtopaytoa Subcontractorormaurialsuppikrbcauscofadbpuaorotha ’ reason.
93.2 Unkss othmvise provided in the Contraft DOatmcnts,
payments shall be made on account of materials and quipmcnt
ddivaed and suitably stored at the site for subsquent incor- poration in the Work. Sf approved in advance by the OWKL payment may simibdy be made for mataials and quipment suitablystorcdoffthesiteataloadonagreeduponinwridng. Payment for materials and quipment stored On Or off dx site
shall be c0nditioned .upon Compliance by the C0ntraCtor with procedures satishctory to the Owner to establish the Owner-s title to such materials and equipment or otherwise protect the
owner’s intaest, and shall include applicabk insummx
stonge and transportation to tht site for such matedab 4 quipment stored off the site.
9.32 The ContraCtor warrants that title to ?u work covaed by
an ApplicatiOn for Payment wilI pass to the Owner no hut than the time of payment. The Contractor further warrants that upon submittal of an Application for Payment alI Work for which Certifiates for Payment have been previously issued and payments received from t!x Owner shall, to the best of the Cunttactor’s knowkdgc, information and b&f, be free and dear of liens, claims, security interests or axumbtanccs in hvor of the Contractor, Subcontractors, material supphers, or
632Claimsrdatingtotimeshallbemadeinaccordancewitfi other persons or cntitics making a claim by reason of having
appliabk provisions of Pamgraph 4.3. provided labor, materials and equipment relating to rhe Work.
6.33 This Pamgmph 8.3 does not preclude rc~overy of dam- ‘*’ CERTIFICATES FOR PA-
ages for dday by dther patty under other provisions Of the 9.4.1 The Architect will, within seven days after receipt Of the
C0naact D0cument.s. ContractOr’s AppkatiOn for Payment, either issue to the
AIA DocuyEHlA2@1 . GEN~RM CONDITIONS OF THE CONTRACT FOR CXXlSTRt’Cn~ l r’t~tiRlXES3H EDITION
16 A201-1987 Ame . g, 19~7 mE MEWCAN tNsmtn OF ARCHITECTS. 1735 NEW YORK AvEN%%. N.U’.. WASHINCTOS. D.C. Lo(M
Owna a Certificate for F%ymmt, with a copy to the ContraC- tot, for such amountasdleArchiEtdemmluBbpropaly due, or nod@ the Gxxractor and Owner in writing of the
“-hit&S rasons for withholding ardfkadon in whole or in . as proMed In S-h 9.5.1.
9.4~TheimuanceofaCati6auforPavmentwiUconsdmtea
-by* &chiKcttoth~3wner,bascdontht
AtThiUdS-?tthCSitCndthCd?tlCOtIl~thc AppliCUMforRvmCttt,t.hatthrWorkhuprogrrsscdtothe pointindiaEdandtbat,tothebcuofthe&chitaYsknowl- cdgc,Wmntkmandbdkf,qualityoftheworkisinxcor- danawiththecontmaDocumam. Theforegoingtepr-= dons are subject to an evaluation of the Work for conformance WiththCGXltMDocrnncntJllpOflsubbtnti;llCOltlp~to resuhsof&squcnttcttsandmspcaions,tominordewadom fromtheContmctDocttments conwabk prior to completion
andtospc&cqu;llifrcpionsarprwAbytheArchitcct.Tht issuanaofnCati6amforPaymcntwiIlfurtberconsdtutea repmmmationthatthe cDntnctot&mdtkdtopa7mentfntbe amount arti5al. Howeva, the&suanaofaCeMicateforPay- mentwillnotbeatcprrsenptiontbatthcArchitecthu(1) madcexhauWeorcontinuouson-sitcinspcaionstochedttJK qualit\orquandtyoftheWork,g)rcvicucdcUM=don
m-, -hock tcchniqws, scquarccs or pmccdures, (3) revkwed copies of rcqui&ions mceivcd from Subconttactots
andmataialsuppiktsandothcrdatarcqwtcdbytheoWna to s&man&e the Gmtraaor’s right to payment or (4) made atan&mMtoasanainhoworforwhatputposetheContrac- torhasusedmoneypr&ouslypaidon accountofthecontract
SIX&.
%s DEaaoNsTowmlHom-TION
dd.lThcArcMtccttnqckcltknotto~paym~tnd maywithholdaCcrHiateforPaymcntinwhokorinpart,to thecxtenttBonablynccasp).toprotattbe~7ler,ifinthe Architat’sopinionthercprrJaupiorrJtotheOwncrmquiral bySubpPnenph9.42annotkmade.IftheArchnectb unabk to certify payment in the amount of the Application, the Architect wiIl notify the Contractor and Owner as provided in Subpamgraph 9.4.1. If the Contractor and Architect cannot agree on a revised attmuttt. the Atchitect wiIl prompdv issue a Catifiiate for Payment for the amount for which the &chit= isabletomaltcsuch rcprrsauztionstotheowna.TheAtchl- tea may also decide not to ccrdfy payment or, beaw of Subaequatly dk0Veted evidence or subsequent obscrvadons, may nullify the whole or a part of a Cad5ate for Pavment prCVi0uSly issued, to such extent as may be ncccsaty ‘in the Architect’s opinion to protect the Owner from loss because of:
.l defecdve work not rancdie
2 third party chims filed or reasonable evidence indiat- ing probabk filing of such W;
3 fikuc of the Contractor to rmke payments prop-
erly to Subcontractots or for labor, materials or quipment;
A reasonable evidence that the Work cannot be com- pkted for the unpaid balance of the Contract Sum;
b damage to the Owna or another contnxtor;
.6 reasonable evidemx that the Work will not be corn-- pkted within the Contrxt Time, and that the unpaid balancewouldnotbeadquatctocoveractualor
liquidated damages for the anticipated delay; or
.7 persistent failure to carry out the Work in accordance withthecontmctDommmts.
96.2 When the above reasons for withholding certitiation m removed, cati5adon wiIl be made for amounts prrviously withheld.
9.6 PROGRE6SPAYMUdT9
9.6.1 After the A&itcct has issued a CerUate for Payma% theowKrshaIImakepaymmtinthcmanna andwfthln~ timepmidcdinthccontM-, aneshausonodfy
the-
9.6a2Thcccm-skinpromptlyp?yachs-. uponnxeiptofpfromthcowncr,outofthepnount patdtotheCon~onaccotmtofsud~Subcon~spor- tionoftheWo*theammlnt ~WhiChSilidS-~ auitkd, rc5ecdngpaanngu crml?lh.--Pw== totheconaacmr onaccountofsuchsubqmMorsponbn of the work. The cormcmrsML,by~- withachsubamtmctor,rquireachS-m- pavnlamtos~tnsimibrmanna. .
9.6sThcAlrhitm wi&ontquubfumishtoasubcomnc-
tnr*ifpaaiabk, ---of- pkdon or amounts Conuaaorandm takcntbereonbythf!~~~onaccountofpor- tionsoftheWorltdonebysuchSubcontiactor.
9.6ANdthertheOwnernorAr&&qtshallbaveploblieptbn topayortoseetothepaymaxofmoncytoaS~ exaptasmayothawkknquirrd~hw.
9&6Paynenttomata&tls14+asshallbetratedfnamannet simihrtothatpmvidedins~ 9.62.9.6.3 and 9.6.4.
9.6=6ACad5atcforhymmt,aprogruspqment,~~ orcntireuscor oaqmncyofthe~~drcOnna~ notamstiMc~ ofworknotfnaccordat=wfmtht contmct-.
9.7 FAILURE OFFAVM6NT
9.7.1 lftheAmhiactdocsnotissueaCerMate for prymcnt, tbroughnofauhoftheContractor,witbinscvcndays~ rcceiptofthecontraaor ‘sAppkathforPayfna&oriftht OwnerdoesnotpaytheConttactorwftbinscvenda7safterrhc dauutabIishalinthecon~Donnnaus tluamountca- tifkdbythe&-chitatorawatdedbyarbitradon,thcnthecon- tractormay,uponsevcnadditionaldays’writtennotiutothe ownaandArchkea,stoptheworkuntiipaymaLtdthc amountowinghasbanmaived.TheContmctThneshlllbe extended appropriatdy and the Contract Sum shall k increased by the amount of the Contractor’s rasonabk costs Of shut-down, delay and start-up, which shall bc accomplished as
provided in Artick 7.
96 SUSST~~
9.6.1 Substandal Compktion is the stage in the progress of the Work when the Work or designated portion thereof is suffi- cimdy compkte in accordana with the Contract Documents sotheOwneranoccupyorudlizctheWorkforirJintenCkd use.
9.99 When the Contractor considers that the Work, or ‘r por- tionthereofwhichthe0wneragrastoacceptsepatatdy,is substantlaIly compktc, the Contractor shall prepare and submit to the Architect a comprehensive ltst of items IO be compkted or corrected. The Contractor shall proceed ptotnpdy to corn-- pleteandcorrectitansonthelist.Faikretoincludcan itanon such ILst does not alter the responsibility of the Conttactor to compkte 111 Work in accordance with the Contract Docu ments. Upon maipt of the Commctor’s list, the Mchitect will makeanitxpaontodetatninewhahatheworkor~
AlA m AZOI . GENERAL CONDITIONS OF THE CONnucr FOR CONST’RUcTlON l KI- EDITION AW •QI~I?.~THEA~~ERKANI~ OF ARCHITECTS. 1735 NEW YORK AVENUE. N.W., WMHINGTON. D.C. 20006 A20191907 17
nated portion tbcreof is substantially ~ompkte. If the Archkats impaxion dlsdosu any itan, whether or not included on the Conuactor’s list, which is not in accordana wi?E q&maits of the C0ntraCt Documents, the C0naaC- issuana of the Ccrdfkate of Substantial Com- &don, ‘-plcte or corrxt such item upon nodflation by the ArchhaL The Gmtmaor shaU then submit a quest for anothaixmpdonbytlu~todaaminesubstantial Compktion. When the Work or tHgnamd portion thereof it
subswri4y~pktC,thC~WiIlprepvc~cadticpc ofSubsumbJCotnpkdonwhkhshaIlesabgshthedateofSub standalc0lnpktiotLshallcsublkh~ilitksofthc ownaatld C0ntxtorforscmnity,rmintannCc, ha& utilities, -4&-=l&~o~ and insumna,andshaII5xthetime ConaaaorshaIlfinishallitansonthelist
-pplyhrg~ camcae- wa?ztYLzfFz tractDocumaltsshallaxnmma CompktionoftbcWorkord&gnat&portionthereofunk3s othe&sepmvidaiintheceMcttcofs&sundalcompk- tion.nlecaMateofsubsutntiaf compkdonmbcsub- mittcdtotheOwnerandC0naaCtorf0rtheirwritunaaxp tanaofmsponsibiliticsamignedtothaninsu&Cad6ate.
9A3 Upon Substantial C0mpktion of the Work or des@nmd portion thereof and upon appgation by the Contmctor and fxnBadonbytbcArchhca,theOwnershallnnkepayment, rdkcdng adjusimmt in mainage, if any, for such Work or por- tionthawfasprwidedinthcConuactDocumakts.
9m9 PARTULOCWPANC7ORU9E
9S.iThcOmmermayoazpyoruscanycompkcdorpar-
_ ytY*yP~~-* at =y+QJgl=&f .
=,prwidcd=-occupncy ol?EzE-tobytbe -t4S~llttdCrS~ 11.3.11 andauthorized bypublkauthoriticsbavingjumxMonovcrtheWotk.Such
pnbloccupYrcy~=~- whetha or not the p0t-d0nbsubsCUltiallyC0mpktC,providcdth0OwnerYrd contmaorhnrcacaptcdinwtidngtluruponsibiIities
Wofthcmfor
ppmnaw ~if=Y,secu- a, hat, utilitks. dam&to an&ndhavcagradinwddng the Workand insur- Conarn@thepaiodforcor- radon of dlc work and canmmammt of wartanti rquiredbythecontma Documam. When the Contractor amsidas a ponion subsandaIIy compktt, the ConnaCtor shag pmparcandsubmitahsttotheAr&itaxaspr0videdundcr Subpamgmph 9.82. Consent of the ContmCtor to partial oau- pancyoruscshaUnotbe unrusonably withheM. The stage of theprogmssoftheWorkshallbedctemGnedbywrittenIgrrr- mmtbetwccnthcowntturdconvZaoror,ifno;lgrremmtis rached, by de&ion of the Architect.
93.2 lmmediatdy prlor to such partial 0rxupanCy or use, the Owna, ContmCtor and &&ite~t ShtllIjOitltl~itlSpCtthC~ tobcoccupicdorpordonofthcWorktobtwdinorderto daamine and record the condition of the Work.
933 Unless otherwise agrxd upon, pardal 0CCupanCy or use of a portion or portions of the Work shall not Constitute ?cccp una of Work not Complying with the rquiranmts of the Connact Documents.
9.10 FINALcowlmIoN ANDFtNALPAYMEM
9.10.1 Upon rctxipt of w&ten notice that the Work is ready
forfinalinspxdonandaacptanaanduponrcrxiptofafinal Appbtion for Payment. the Artzhitazt will promptly make
su&mspeaiona&whenthcAr&itcCt5ndstheWorkaCapt-
able under the Gmtna DoamamandthecoluEM~~- f0tmcd,theAr&itcCtwillprompdyissucagnalCcrdhCatefor
Payment stating that to the but of the AtchitcCt’s ltnowkd$F, informatfonandbdief,andontbcbasisofthekchitca’s o~and~,theworkhasbancomp~~ accordanawIthtanlsandcondwns oftheconttaCtDoCu-
mmtsandthattbcmdtcbah&foundtobeduetkcwraC- torandnotcdinsaid5nal ccdatcisclucdutpayabk.Thc
Architect’s find CatmIte forPaymauwill~nsdtuaafutthcr
rcprcscnution that amditions listed in Subpplsnph 9.102 as preadmt to the GxttraCtor’s being entided to final p?ymcnt haveban5lI5Ikd
9.1a2Ncit!la 9nal payment mt any remain@ maitKd paanugeshaIIbccotnedueutltiIthecontMorsubnduto thcArMtcCt(l)anaffidaMtthatpayrogs,bilkformatedaband quipmmt. andothaindebtednus COMCCCdWiththCWork
lorWhiChthCOwnaOfthCOwnn'Sproprtymightk rcsponsibk or -(IUS-tSWithhddby-1 havcbempaidorothcmisc~(2)aard5ateCV/dQT- ingthatinsummxmqufrcdbytheContractDoamkmsto mmaininfotmafterfinalpaymentiscurKntlyineffatndwm notbeCamxlkdoralIowedtocxpircundlatlast30~ priorwrincnnodcc~bccngivcn~theownCr,(3)awrimn sutanmttbattbeConttaCtorknowsofnos&sumhlras0n thattheinsumnawillnotbercncwabktoaxrtheperiod
rrquittdby~-~Doc\m#no,(4)- ofsumty,if
ny,toftn?lpymart~d(5),iffcqutrrdbytircoWna,otha datautablishklgpaymaltor- ofobiigadom,suChas rcaipts,rdasuandwaiva?l oflkns,da&ns,scCudtymtacsts oraxumbranasarhingoutofthcContraCt.tothecxtcntand insucht?xmasxnybcdes@maibytheOwna.IfaSubcon- traaortehrscstofumisha*orwaivamquiralbythe Owna,thcContmctormayfumishabond~ryt0the OwnCrtOitt~thCoWnrr?grinstSUChliULIfSUChIktl remainsunsatisfkdafta paymausatumade,theConttatxor shaIIrdimdtotheownaaumoncythattheownannybe compdkdtopayindbcha#ngsu&lkn.inCludingallaxts and rasonabk attorneys’ fees.
9.193 If, afta Subsandal Compkdon of the Work, final corn- plcriondxrcofismataMycidayedthroughnoMtofdx ContraCtororbyiasuanaofChangcOrdasaBxtingfinaI czomplction,andthcAr&iteCtsoconfirms,theOwnershall, upon appliadon by the Contractor and txtdfiation by the Architect, and without tcmimiq the Contmct, make paymax of the balana due for that p0rdon of the Work fully Compkud andacapud.lfthexcm&irg bahna for Work not fully corn- pl~cdorcorrztedislasthanmainagcsdpuhudintheCon- trxtDocuments,andlfbondshavcbecnfumi&d,thewrittcn conxntofsurrtyto~tofthcb?hnccdueforth?tpor- don of the Work fully ~orq&tcd and aaxptcd shall be submit- ted by the ContraCtor to the Archttect prior to artifiation of such paymmt. Such payment shaII be made tmda tams and conditions gowning tinal payment, akept that it shall not Constitute a waiver of whims. The making of tInal payment shag constitute a waiver of Claims by the Owner as provided in Sub pamgraph 4.3.5.
9.10.4 Acaptana of final payment by the ContraCtor. a Sub- contmctof ot mataial supplia shall constitute a waiva of
daimsbythatpayceauxptthoseprcviouslymadeinwrit@ ?ndidmffi~bythmplyeeuunscnlcdathctimeoffin?l Appliation for Payment. Such waivers shall be in addition to the waiva dcsaibed in Subparagmph 43.5.
18 A201-1987 AtA - A2Ol l GENERAL CONDll-lONS OF THE CON’TRACT FOR CONSTRUCTlON . FOURTEENTH EDITION AlAo l C 1987 THE A~~ERICAN INsTITI... OF ARCHITECTS. 135 NEW YORK AVENUE. NW.. WASHINGTON. D.C. xw6
ARTICLE 10
PROTECTION OF PERSONS AND PROPERTY
-1 MFErY F=cAlmoNsANDFRoDRAM9
~1.1 The Contractor shall be msponsibk for inmating. main- tainingandsupervisingallsafetypreautionsandprogramsin comKctionwiththcpaformana of the Contract.
10.11 In the CvQlt the Con-r ~countetS on The Sk mataid tasombiy bclkvcd to be asbestos or polycHorinated biphenyl fPCe) which has not been rendered harmkas, the contmcmshallimmedhtdystopWorkkltheatuaffected zndreporttheconditiontotheOwnuandArchitectinwriting TheWorkintheaffectedarashallnottherafterberesumed cxapt by written agrammt of the Owner and Contractor if in fact the material is asbestos or pol?,chlorinated biphmyl (PCB) andhasnotbccnrendcrcdhpmlas.TheWorkintheaffated
arashallbetesumcdintheabsenaof&estosorpolyChloti-
nated biphenyl (PCFS), or whm it has been rcndaed harmkss.
by wtitm agtccmmt of the Owner and Cormactor. or in accordana with 5nal detaminadon by the Architect on which arbitration ha5 not bun demanded, or by arbitration under &tick 4.
10.13 The Contmctor shall not be fcquir& pursuant to &tick 7 to perfotm without consalt any work rchting to asbestos or poly&Mnated biihmyl (PCS).
10.1ATothcfulkstcxtaxpcrm&dbylaw,theOwnershall indandfyandhoMharmksstheContmctor,Archkat,Archi- tat’s - and agalts and anployccs of any of than ,/--eoJnandagainstchims,daJnagu,lossuandcxpaJsu.indud- ~gbutnotiimttcdronromcys’f~.visingoutofor~
irOm~OfthCW0rkitlthedfCCted~ifittfXtthC material is asbcsms or polychhxinxed biphmyl (PCB) and has notbannndacdhymless,providedthatsuchciaim.damage, iossoraqxnscis aMbutable to bodllv i.n@ry. sickness, disuse or death, or to initq to or destruc&n of tangible property (otha than the Work itself) inchtding loss of use resul&g thcrcfrom, but only to the extent aused in whole or in part by negligent acts or omissions of the Owner, anyone directly or Wiredy employed by the Owner or anyone for whose acts the Owner may be liabk, regardless of whether or not such claim,datna&,lossorcxpcnsckauscdinpanbyaparty Wiad5cd hereunder. Such obligation shall not be construed to negate, abridge, or teduce other rights or obligations of in~whichwo~othcrwiseexistutoaputyorperson dcscdbed in this Subpamgmph 10.1.4.
t10.2 SAFETY OF PERSONS AND PROPERW
102.1 The Contmctor shag take reasonable precautions for safety Of. and shall provide rasonablc protection to prevent damage. injj or loss to:
.l employees on the Work and other persons who may be affected thereby;
2 the Work and materials and equipment to be incotpo mted therein, whetha in storage on or off the site, under care, custody or control of the Contractor or /c the Contractor’s Subcontmctors or Sub-subcontrac- tors; and
a otha property at the site or adjjcent thereto, such as vccs, shrubs, lawns, walks, pavanmts. ro;Ldw?ys, stmcmtuandutikksnotddiEcIIpcdforranoval,rck cxionorr+cunauinthefxutseof~
102.2 The Contractor shall give notices and comply with
lppliuble laws, orcihnus ,tuks,rq@donsand~ordas of public authorities bating on safety of persons or property or
tluir protection from w, injury or loss.
1O23TheConmctorshaUacaandfrdnuin,asrquircdby existing contins and -. of the co-, rcuon- ~slfrguvdsfor*andpmtemon
-lPe--vnhog*g~~~ safctyrcgul?rionsndnot@ingownas sitcsandudildu.
1O24WhcnuscorscoqzofapkMvc5orotherkuzdms materialsorquiptnattorutusualmethodsate~for cxccuionoftheWork,theConuauorsball~utmost curandarrycmsucha!cdv&slmdcrupclMonofpropaly
W-d pasonnd.
1025ThcContmctorshallpromptlyrerncdydamageandkss
(otherthandamageorkxsinsuEdlmckrpropcrtyit=== rquiredbythcConuau DOCUtWW)tOproprty~tO,in Clauses 102.12 and 102.1.3 auscdin whole or in patt by the Contractor, a Subconazctor, a S-r, or ?nyosrc dirccdyorindircatyanploycdbyanyofthan,orbynyonc forwhoseactsthcymaybeliabkandforwhichtheCMEKtOr is ruponsibk unckr chmu 102.12 and 102.1.3, except damage or loss attdbu&ktoactsoromi&onsoftheOwna orAKhitmoranyoncdirral)torin~anployedby ehhcrofthan,orbynyoncforwtkwt~cithaofthanmy
kliabk,andnotattrlbutabktotbcfauitorn@gcnccofthe Contmctor. The forcgoii obl@tions of the Contntxor are in addition to the Gmaactor’s obl@ions under purgr?ph 3.18.
10.2.6TheConaactorsha6des@naa~spo~&kmar1b~r0f theContmctor*soqptdzahatthesitewhosedutyshallbethe pmmtion of a&dents. ThhpCSSOltShdlbCthCCOfJtMdS supaintmdmt unless othemk designated by the Contractor inwritingtotheownerandArchitat.
lOZ7TheConmaorshaUnotloadotpamitanypanofthe constructionorsitetokloadedsoastoendangeritssafety.
103 EMERGENcm
103.1 ln an ancfgcncy affcaing safety of persons or propar)‘, the Contractor shall act, at the Contractor’s discredon, to pte- vent threatened damage, injury or loss. Additional v don or extension of time claimed by the Contractor on account of an emergency shag be determined as provided in Pmgmph
4.3 and Article 7.
ARTICLE 11
INSURANCE AND BONDS
11.1 coNmAcrows LlAmLmlNsuRANcE
11.1 .l The Contmctor shall pumhase from and maintain in a company or companies hwfully author&ccl w do badness in
the Wsdktion in which the Project is bcaud such insumna as
will protect the Contractor from claims set fond b&w which may arise out of or result from the Contractor’s opaations under the Conttact and for which the Contmctor may bc @ally liable, whether such operations be by the Contractor or by a Subcontractor or by myone directly or indirectly employed by any of them, or by anyone for whose acts any of than may be hbk:
.l claims under workers’ or workmen’s CompcnStion, dbalitybmc5tandothasimihranploycrbalcfJtrti whkhareappliabktodaeworktobepcrfamed;
AlA #KxIIIDsT AROl l GETWW. COl’JJXTlONS OF THE cormucr FOR CONSTJtUCJlON . FO- EDJTJOJU
AlA* . 8 l9g’I THE AMERIfXN INS I 1 OFARCHJTECTS. 1755 J’fEW YORK AVJZNUE. N.U’.. Wk5HJNGTON. DC 2MoG A2ol-1997 19
a chimsfordamagcsbeauseofbodilyinjury,occupa- donal sickness or disase, or death of the Contmctor’s
=@oy=;
/c B chims for ciamgcs because of bodily injury, sickness ordixue,ordePhofylypasonothcrthpltheCon- tractor’s cmployca;
A daimsfordvmprcinsuredbyusualpasonalinjury Uabil~.iyaNrcrqcwhicharcsustainai(1)byapason as~fc5ultofanoffawdkaiyorindircdyrehredto anployment of such pason by the Conactor, or (2)
by-- b chims for damages. other thA to the Work its&, beause of injury to or dcsuakm of tangible prop CKJ’,ittduding~OfU!Urrsultingth-;
a chimsfordamagcsbcauEcofbod8yin~,dathof apersonorpropatydamagcadsingoutofowner- ship, maintalana 0ruseofamotorvdQckand
.7 chims invoiving wnmlaual ihbmy insunma appii- able to the Contraaor’s obligations under Fangraph 3.18.
11.19 The iImuana requkdbyMpamgqh11.1.lshaUbc writtalfornotksstbaniimitsofliabMyzqxCWdtnthccon- tnfztDocumausorquircdbyhw,whichcvcrcovaagcis grata.covcragcs.--onanoauKcnaor chims-made basis, shall be txnintaincd without interruption fromdauof~ofthcworkuntildauoffinat payment and term&don of any coverage required to be main- tainaiafurflnaipaymau.
11.13-0f-?EapPblttothcowncrshan bc6kdwiththeOwncrpriorto-oftheW& -TlBCThcseZlttdtkthc po~rrquircdby- wagraph 11.1 shall contain a pmvkion that covcqes dfOKkdundcrthCpOliCkSWI8~tkc?ncdkdOf-tO cxpircufltuatkast30chy$priorwrittcn~tia~bangivar totheowna.lfanyofthefixqoingiluamWc~atc rquiredtotclnaininfotccaftcr~plymauandarc- ably avaihbk. an additional cerU&te evidtndngamtinuation ofsuchcovaagcsh4besalb&ud withthefhalAppkhon for Payment as required by S&pamgmph 9.102. Information conamingrcdua&n Ofcovaagcshaubefumishedbythc Conuactorwithrasonablcprompmc+sinaaordanawiththc Contmctor’s information and belief.
11.2 owNEwsuABanYlNmJRANcE
11.2.1 The Owner shall be responsible for ptmhsing and mainraining the own&s usual hbiuty insmana. optionally, theOwncrmaypurchscandmaintainotherWuranccforself-
protection against claims which may arise from operations under the Conttxct. The Contractor shall not be responsible for pWchZ@ and m?inr;lining this optiond owner’s hbiity insurana unless spccifially rcquhcd by the Contract Doamalu.
113 PRoPERmlNsuRMcE
11a.1 cniess othawhc provided, the owner shall purchase
and maintain, in a companv or companies hwfully author&cd to do business in the jkisdiaion in which the Project is
bated. propmy imManccinthcynountofthcinitiaicon- traa Sum as well as su~ucnt modIfiations thereto for the
- entire Work at the site on a rcphcancnt cost basis without vol- untary deductibles. Such propaty insuran~ shall be main-
: tained, uniess odmwisc provided in the Gxxract Documents or othcrw&c agreed in writing by ali persons and entities who arc bcncfii of such insutanCc, until final payment has been ~uprovideciin~h9.10oruntiinopasonor~~
otherthantheownerhzsaninsutabkintcrestinthe~
requiredbythispu;rgnph11.3tobecovcrcd,whichcvcris ariier.ThLsin!WanceshallinchtdcintcrestsofthcowlKr,thc Contractor, Subcontractors and Sub-subcontractors in the work.
llael.l Pmpcrty iImlfancc &au k on an au-risk policy fixm andshauinsurca@lstthcpailsof6rcandcxundcdcwcnge zmdphysicallOSSotdamqgeindud@,withoutd@iadonof cove=gc, theft, - malidou mischkf, collpx, use- work, tanporpy bu8din** and debris ranovai including demo&ion oaz&nat by cnfonxmart of any applicable legal requirements. and shall ca~a ras0mbk tmmpawh for ArchitectkscMasandcxpauxsrquiredasa~ofsuch insurcdloss.~fbrotherpcrilsshallnotbcquircd UttkSSOth~prwidtdhthCCDnactDOCUUlWU.
l’la.lsuthcowncrdoesnotintcndtop-suchprop
ertyinsuranaquircdbytheGxxractandwithIOfthc covcragcsinthcalnount tksalbdabovc.thcowncrsha8so informtheConaactorinwridngprkxto~Of thC~0rk.The&taaaormaythcncffcctinsmuXC WhichwiIl
protect the interests of the Contmctor, Subcontraaors andsub-
subamtraaors in the work, and by appropriate change order thecostthcrcofshallbccbargcdtotheowncr.lfthccon~- toris~bythcfiiiureorncglcctoftheOwna~pput- chascormain~insuMEe?sdacribed?botn,w&hout3o notifying the Cormaaor,thcnthcOwncrshaUbaraIlrcas0n-
*~costspropxly%tXibU~thcrrto.
113.1.33thcpropatypropary rcqldsminimumdaiuai- blcsandsuch -arcidawkdinthccontraaDocu- mcnts, tht ConwxorshaUpaycosrsnotcovcratbcauscof suchdeduaibtes.Iftheownaorinsurtr -===~rcquirrd lllithUUl-?bOVCthCPnountsSOidWdfkdOfIfthC
owncrekcuto~thhinEumna withlrohwydaluc- dbk amounts, the Owner sh& be responsible for payment of theaddMonalcostsnotaxcraibcau5cofsuchincrascdor voluntary dcducdbk. Ifdeduaibk5arcnotidauedindK conuaaDocuments,theowncrshaupayautsnot~ baauscofdcducdbks.
iia.i.4 unlcs~ 0thm provided in the c~nrnct DOCU- merits, this property ksurana shaucovcqxxtionsofdK work sto~offthcsitclftcrwrittar3pprov?lofthcOwner~te
value arablished in the approval, and aLso portions of the Work intransit.
iia9 80ik ad mkhiq I-. ThcowncrshaIl purchzxandmaintainboiiandmachinqinsurancc requkd by the Contract Documents or by law, which shall spdfiiy cover SINAI insured objects dt&tg in%&dOn and
until final acaptana by the Owner: this insumncc shall include interests of the Owner, Contractor, Subcontractors and Sub- subcontractors in the Work, and the Owner and Contractor shall be named insurech.
iiaa ~088 of ul~-1fh8~ttb~ 7k hmm, P the owna’s option, may purchase and maintain such insumcx ?s will insue the Owner against loss of use of the owner-s property due to fire or other hazards, however ati. The Owner waives alI r&hts of action against the Contractor for loss of use Of the Owner’s property, illC1udilI~ wnscqumhl bsscs due to fire or other hazards however au&.
11.3.4 If the Conuactor requests in writing that i~survrce for ris~oth~thanthOJCdcscdb&hcrcinorforothcrspccMhaz- ards be inciudcd in the property insurance policy, the owner shall, if possible. include such insurance. and the cost thereof
Shd be charged IO the Contnctor by ?pprOptht~ ChvlgC Order.
20 A20101987 AlA #)leLIyp(T AaDI . GENERAL CONDll-lO~ OF ‘I-HE CoNTRACr FOR CONSTRLZCTlON . FOURTEENTH EDITION AlA. . @ 19W THE MlERlCAN INSTITLXE OF ARCHITECTS. 1735 hi YORK AVENL-E. N.W.. WASHINGTON. D.C. L(IIIM
lids If during the proim - pcriodtheowDa insurcspmpcnks,tealorperson?lorboth.ad@iningoradja- centtothcsitebypfopcrtyinstmma under @kies sepame fv-thoscinsudngthcProjcct,orifafurfinalpaymcntprop
e -aistobeprovidedonthccompktedProject tl-$~~OfpliCiCS0~thplthOSCitUUdngdlCRoi- cc%mdonpdod,duowncr~~alI rightsinaccordanawiththctmuofSubpvlgnph 11.3.7&r damqcsauscdbyfircorothcrpa%~bythissepaatc
Propcny-.~=P==polldcJ~provldc~ waivcrofsubmg&onbycndorsemenorOr.
iia.6Beforrncxponrrrtolods~-,thtOwncrsh4 fikwiththeCanazctotacopyofachpolicythatincludcs insyna e requbd by this Pamgraph 11.3. Each
po)dlaIi~aIl~y~condit.ions,~ adusmnsandatdonancnrsr&tcdtothisProject.Each poli&shallconainaprovi&mthatthepoUcywilinotbc atdkd0r;lllowtdt0apiretmdlatiast30~piior~- tcnnotiahasbafigivcntotheConttaCtor.
iia.7 wdvm d subroglttoh lhcOwncrandContractor
u*aurightsa@nst(1)acttothsrandany0fduirsubcon-
traCmfs,subs&contraCmrS,;IgcnrsndanployccJ,e;rch0fthC other, and (2) the Archiua, Archids corldam, scpame conmtctou dcsdbdin&tick6,ifany,zndanyoftkicsub conmaou, s.llbabconuaaors, agents and cnqioys, for damagsauscdbyfifcorotherperiktothecxtentcovcrcdby pqxrty&uanceobuincdp- tothhRmgmph 11.3or OthUpptty itlmranaIpplic?bktothcwodt,cxaptsudl rightsasrheyhavctoproacd!5ofsucttinzurnechcldbythc owncr%6duchry.Thcowxurorconaaaor*as~ +-‘lrapircofthcAfihitca,~s~,~ laaotsd%aibcdinmck6,ifany,andthcsubamuac- turs. su~traaors. agents and cmp!oyM of any of than by appxopdate apcana~rs, wxitta~ where lcgdly rquifcd for vaMity,simihrlwiivasuch~hvarofothc!rparticsaulm- aatedhcrcin.ThepolicksshaIlpmvidesuch-ofsubro gationby~toro~.Awaivcrofsubrogadon shaubcdfcaiveastoapasonorcntitycventhoughthatpcr- son or entity would othctwisc have a duty of Nannifiation, conaactualoro&rwise,didnotpaythe&tuanccpranium
dkctiy or inditccdy, and whether or not the pason or entity hadaItin!iu&kintcrcstintbepropaty~
tt.26Alossbutd~~Owmr’spropcrryinsurPlcc~
be;ldiuJtcdbyrheoWneru~u~urdrmdt~~letothe Owncrasfidu~fortheinsut&,asth&inrrrrstsmay appear, subjj to requirancnts of any applicabk mortgagee clauscandofsubpaqqh 113.10. The Conaactor shall pay Subcontractors their just shares of insurance proceeds received by the Conuactor, and by appropriate agraments, written where k@ly required for validity, shall quirc Subcontmctots
to make payments m their Sub-subcontractors in similar manner.
lla.DIfrequircdinwritingbyapvryininttrrst.theOwna as fiduciary shall, upon o0zurcnaofaninsurcdloss,givc bond for proper perfomuncc of the Owner’s duties. The cost ofrquircdbondsshaubcchar9cd~tp-rcrrivedas Jidudary. The Owner shall deposit in a sparate account prc ~sofcaMid,whichtheownershalldisvibuteinaccot-
mawirhsuch agEmaltasthcpafticshinurestmayrach, ’ ortnacco&xcwithnafbiiawardinwhichcascthe proccdurrsh?UbeuprovidcdinPlngnph4.5.If~ersuch lossnoothcrspeciali+gnmMtismadc,tcphcananofdam-
@Pm-v~~-bywP~~o~~
iia.io Theownerasfidudpysh?uhmepowcrtoadiust~
satkaiosswithinsuras tmksoneoftheparticsin~- shaliobjectinwrhiqw&hinfivedqsafter~Of~
to the Owner’s cxacise ofthispowcr;ifsuChobj~ madc,ubiuatotsshaukchosiwasprovidcdh~h4.5. Thcowncr%6dudRlyshau,inthatalu,malusar&mcnr:~ &nsurasin~with~ofsltChybiators.If disuibution of insKana P-by -isrcquirrd, thearbitratorswilldlKasuchdisuibrabn.
9ia.ii mid- OruEein-wtthpplgnph 9.9shaunotcammoommcnocuatilthc- a3mpmyorcom- panksptovidingpropatyinsu%nahrpcconsarrcd~~ panialoccupancyorusebycnQrsancntorothawisc.~ OwnerandtheCon-shauukcrasonabkstepstoob~ conscntoftheinsunmacompanygraqanicsand~ without mutual written consent, titk~~wfrhrapectm
~~anf~thatwouldausccan~~~~
WA pfRFMIyANQBo)Q)AIiDPAYuEurBoND
llA.1 Theownu~havcthcLfshtm~rhcconar- tormfumishbondscovaingMthfuli?ishfulofthccat- tmctandpaymattofob@ations&ngthacw-a-w htcdinbidd@rquimmm OtVYrrqufrrdfnW ConuactDocumamonthedpCofacccudonoftheCQn~
llA2uponth~rcqwst0f~pcrJon~dty?ppcpingm txapotawbarefichryofbondscovaingpaymattofobllgt
tionsarisiiundcrtheContraa,thcContraaorshaUpromptly furnishacopyofthebondsorsbaRpamitacopytobermdc.
ARnclE 32
UNCOVERING AND CORRECTION OF WORK
121 uNco-OF WORK
121.1 If a portion of the W0rk is covered contray m the Mchitca’s request or to ~~spcdfic;rlY-~ the Contract Documents, it must, if required in writing by the Mchitect, be uncovered for the Architect’s 0-n and be rcphad at the Contractor’s expense without change in the Contraa Time.
1219ffaponionof~eWorkhubcarcovard~thc uchitca has not sqccifiiaIiy rcqucstcd m 0-e prior m its
bC@ amred, the Archiua may rquest to sa such Work and it shall be uncovcted by du Contractor. If such Work is in accordana with the Contract Documents, costs of uncovcr-
in8 and rrpbccment shall, by appropriate Change orda. k charged to the Owner. If such Work is not in accordana with the Comaa Documcnu, the Contraaor shall pay such costs uniess the condition was caused by the Owner or a scpamtc contractor in which event do owner shall be rcsponsibk for payment of such costs;
122 coRREcnoNoFwowc
122.q The Contractor shall promptly correct Work rc@cted by ‘AC Architect or failing to conform m the quirancnts of tk C0ntM Doc~mcnts, whether obscrvcd before or ti Substantial Compktion and whether or not fabriCat@ instakd or completed. The Contractor shall bar costs of conecdng such rCjCCIed work, including additional teStill ?nd inspec- dons and compensation for the Architect’s services and
qxnscsmaden~thcreby.
12.22 If, within one year after the date of Subsuntial Corn*- don of the Work or daignatcd portion thazof, or after the dla
Au m Ato) l GENEMI. WNDITIONS OF THE CONTRACT FOR WNSTRUCTI~ l FOURTEENTH EomON
MA. . ~~~~~THEAM~?RRIcI*NI~ OFARCHITECTS. I~~~~YoRKA~~.N.~..W~HINGTON.D.C. 21x106 mm-1967 21
for conmunCcnUnt of waKatltics cEcablishcd under sub- ~h;.~,!XL~-- of an apphcabk spcciai warranty DoclmKnts, any of the workis found +Qbcnotin -withthcrcqrrirarrausofthcGmKact
3tatmmu,theCon~rsbaUwrrectftpfompdyafta .caiptofwtitunnodccfromthcOwncrmQso~thc OwncrhasptcviouslygivcntheContractorawritunaacp unccofsucham~Thkpakdofoncyar~bc atatdedw@trcspectmpordonsofWork5tstpc&xmaiaftcr s-~bythcpaiodoftimcbawansubstan- tialcompdaQnandthcactualpcrforrnana ofthcworft.Thts ob@uionundcrthisSubpaqqh 1222shallsutvivcaaxp- tanaofthcWorkundathcConttactandtamin&mofthc COtltM.ThCOWtUCsh?LLgiVCSUChtlO~promptly;Iftttdis- away of the condition
132Slk Conaacmrshallranovefmmthesttcpottionsof tllcworkwhicharcnotlnaamrdmawiththcrrquirrmcntr ofthcContractDoarmcntsandarcn&hcrcormxcdbythc ContmcmrnoraaxptedbythcOwna:
122Alftht Contmcmr6ikm Cwrm~Work withinarcamubktimc,thcOwncrmaycorrcctitinaaor-
danawithI’aquph2.4.IfthcCon~aaordocsnotpiocecd withcorraAonofsuchnonconfotmingWorkwithinarason- abktitncfixcdbywritunnotiafromthc&hhcct,theOwncr mayramvcitandsmcthesahmbkmatai&orcqu@mentat thcConmtcmr’sapatm.Ifthc commorQcsnotpaycosu ofsuchRmovalandsmmgewfthfntutdaysafmrwrittcn notice, the Owner may upon ten adtuoldday!5’writun notiaEdlsuchmaurhhandcquipmaw.atauakmoratprivau sRkandshall accountforthcproaalsthawf,aftcrdeduaiq ,,costsanddarna&pthatshouldhavebanborncbytbecon-
nctot,-- forthcArchkdsscrviasand
-P-=-=-w thaeby.xfsuchpmcnedsofaakdo notcnvcrCOStSwhichthcConaaaorshouldhavcbotnc,the ContractSumshaUkrcducalbythcddkkncy.ifpayments thaaorthaafmrducthcConuacmrarenotsufecinumcovcr suchpnornu,thcGmaactorshallpaythcdHcmnccmthc owner.
12aaTku commaor shanbarthcaxuofcotTccq
daaoyrd=Vconsrmcdon, whether complctcd or paKiauycornpkted%ofthcownerorsepamtcconmzmB caused by the conuaaor’s wrmcdonorrunovalofworh whichisnotinacuordancewiththcmquiraMtsoftheco~ ma DoaIments.
1~6NothingcontAncdinthis~h122shallbccon- strucdmuubUshapcrkxloflimicuh withrcspcctmother obligations which dm Conuacmr might have utukr the Con- tract Documents. Establishmalt of the time period of one year asdcsaUxdinSubpamgraphl22.2rclamsonlymthespedfic obligttlon of the Contracmr to correct thcwork,andhasno rchtionship m t!! time within which the obligadon to comply withthcContractDocumausmaybcsoughtmbc&rc& nor to the time within which procc&ngs may be commenced to atabhsh the Contractor’s liability with mpect to the Con- ttactor’s obligations other than qxdfiaQ to correct the Work.
132 AccEPTANcEoFNoNwNFowwQwoRK
- 1~lIftheOwncrprefcrJto~tWork~isnotin aam&nccwiththerquirancntsofthccontntctDocumenrs, , thcOwna~dosoinstcldofrrquiringitsrrmov?lurdcor- ration.inwhkhasctheConttactSumwiubeduc+dU approprhu and equiabk. Such addjustmatt shall be effected whcthcrornotfinalpaymenthasbccnmadc.
AmluE 13
MEELLANEous PR0vlsl0Ns
13.1 -LAW
13.1.1 Theccmuaashanbcgovcmedbydmhwofthcpha
WhCZthCP@UXiSlOUUd.
13.3 3u-wDm
1321Thcowncrandco nuaaorrqecd&ybindttrem-
sdva,thdrppMa,succasors, zssisnr~~=P==-- ~tothcothcr~hcraoandmpannas,~,
Nm-d~rrprcscrurtivaof~-~;~~ mcovaxmfs,~tsandobhgadonsconMtcd tmct~NdthupattymtheGmtraashallass&n~ Conmaasawhokwithoutwtittmamscnt ofrhcothcr.If
dthcrpartyananptsmrnakcsuchanas@nmentwithoutJuch conEalt,thatpaKyshall -ratuinlcslnyroponsiRk foraUoblig&onsundcrthcGmtraa.
13awRmmNoTm~
13.3.1Wdaahnodashukdcemaimhavcbanduly servcdifd&vcredinpersonmthcindividuaioramanbcrof the~orenticyormnofticcrofthc~~~forwhich~ wasintcndal,orifddivcmdatorscntbymgistc&ornnihed maUtothelastbmincssaddrcssknownmthcpattyghring notice.
13.4 -AMDmlE3
13.4.1 Dutksandob@t&nsimposaibythccontraaDocu- menuandrighuand Rmalksavaihbk~shallkin addidontoandnotaumintbnofdutks,obljgpjoN,rightsand
tWtUdiUO~ilUpO%dOK~iCbyhW.
13.4.2Noacdonorfailummobythcthc,Archhaxor ContracmrshaIlaxWtutc awaivcrofatightordutyaffordcd thanundertheConmxt,norshaUsuchactionorfailummact consdmu~ofor~inabreachthatundtr,
accpt~-Y~bcY~~writins.
13.6 TE9T9AmmPEcnom
131.1 Tests, ilxqxbu and approvals of portions of the workIqtledbythcconaaa Documcntsorbyhws,ordi- nanas, rub, rcghiom or orders of pubhc authorities haying jurisdictiOn~bcmackatanappropriatctitnc.Unkss0tha- wiscprovidal,thcC0nmctOrshaUmkcmangammbr such tests, inqmions and approvab with an fru@McnC tcsf-
ing hbomtory or entity acapuble m the Owner, or with the appropriate public authority, and shall bar I related cats of tests, inspcaions and approvals. The Contractor shall give the Architect timely notice of when and where tests and inspec- tionsarctobcmadcsothcMchiuctmayobscrvesuchproce durcs.TheOwncrshallbarcnstsoftcsrs,~or approvais which do not become rquiranents until after bids are rcaivcd or ncgodadons concluded.
135.2 If the Architect. Owner or public authorities having prisdhbdctanine thatportionsofthewtircquircaddi- tiond tuting, ifupcah or approvd not inch&d under Sub- pamgraph 13.5.l,theAxhimctwiU,uponwritanauthoriaation from the Owner, insuuct the Contractor to make mcnts for such additional testing. inqxction or approval by an entity acaptabk to the Owner, and the Conuactor shall give timely notice to the Architect of when and where tests and hqccdons arctobcmadesotheArchitectmayobservesuchproc4u=.
22 A20101 987 Au OOCUMEW HBl l GENEML CONDKIONS OF THE CONKtACT FOR CONS[RUCTION l FOUR~EEKCH mmON
AlAo l @ l#n THE AMERICAN INSVTUTE OF ARtMl’E~. 1735 NEW YORK AVENUE. N.W.. WASHINGToN. IX. 21xwd
TheOwncrshallbarsuchcostsaceptasprovidedinSub pamgraph 13.53.
1,$53 If such procedures for t-, Mperxion or approval I * w 13.5.1 and 13.52 reveal 6ilure of the pAons of the work to comply with rquirancnts utablished bythcConUactDocumcnts,theConnaorshaIlbarallcosts madenccmsuybysuch~inciuding~ofrcpaud proccdura and compauation for rite Architect’s sewices and
expcasa.
t3&4 lkqtwd anikausoftcsting,inspeaionorapproval ~,unhssothcnWrquiredbytheConanDoatmatrs,k scamd by the Contractor and promptly dciivcred to the Archiua.
13dbIf the Airhitm is m obscnv tests, impccdons or apppvals required by the Contraa Documents, the Archiua
wudosoprompdyand,whaxpMiab~atthenomlalpha
of=@
13.5.6 TCEU or inspcaions conducted pursuant m the Con- tract~shallbcmadepromptlytoavoidunrasonabk delay in the Work.
13.6 WrpIEsT
13.&l Pqmatts due rtnd unpaid under the Contract Docu- mcntsshallbarintcmstftomthcdaupaymentisdueatsuch ratcasthcpartksmayapeuponinwritingor,inthcabscna thaeof,nthckgrl~prrP?ilingfromdmetotimcattcpLcc whactheProjcahkxataL
: re
7 -0PDTATUTORY uiRTATK))IsPERIOD
13.7.1 As between the Owner and Gxnmcm:
.l
2
Mores-l Compktkn.Astoactsorfiilures toaaoawringpriortothcrekvantdateofSubstan- thl Completion, any appliabk statute of limitations hllcommauxmnmandanyRlk@atncof?aion shallbedeancdtohaveaccrucdinanyandallevCtNs not htcr than such date of Substantial Completion;
-subrslnthlcompIenanandfkul~ C8kOfO~PaymenLAstoaCtSor6llurcStoaCtoCCur- tin8 SUbSCCjUCtlt t0 the tclevvlt datC Of %hStRtl~ Completion and prior m iswana of the final Ccrtifii ate for Payment. any applicabk staNte of limitations shall comnuna to run and any alkged ausc of ;laionsh?Ubedeanedto~veamwdinulyuld1l
evarunotktcrthnthe~cofissuvlaofthefirut Cbtificate for Payment; and
aAtterFbulcemkate forPaymmLAstoaasor faiiures to aa occuKing after the rckvant date of issu- ance of the final Certificate for Payment, any appli- cable statute of limitations shaIl commcna to run and any alleged cause of action shall be deemed to have ~inulyuld?Ilevcnonot~thvlthe~eof
any act or htilurc to act by the Contmctor pursuant to
any warranty pmidcd umkr Paragmph 3.5, the date of any correction of the Work or failure to cormct the Work by the Contractor umkr F%agraph 12.2, or the date of actual commission of any other act or failure m perform any duty or obligati~ by the ChvlctOr or Owner, whl~hcvcr OCCURS ht.
ARTICE 14
TERWdATlON OR SUSPENSION
oFTNEcoNTRAcT
14.1 TEmmmoNByT)IEco)sTRAEToR
14.1 .l The Contmaor may tamhate thCCQtN2CtlfthCWOXk isstoppcdforapaiodof3Odaysthfoughnoactorfaultofthc Commctor or a Subamuxmr, Subarbconorctcsr or their
Igauso-wW=-Pry~~paformins~ 0ftheWofkundcramtmawfththe Comaaor,foranyoftk fouowingrasonC
.l isstxnaofnordcrofawurtorothcrpublicauthor-
mhning- 2 nacxof~axihasadazbdonofnadonal
cmaecnrysm--k
abccprsedre-~~~a-~ ~hd~otifkd the Conuaaor of the armadalrrprwidcdh su~9.4.1,orbccau%thcowncrh%not madepapcntoaaCati6au tipynrau- rhcdmcscaudinduconaaa~
Alfrrpclrcd -~dchys~intcmtpdoasw~ owner as dsaibal in Pauguph 14.3 consdmm tn theaggmgaumorcthanloopt!rcaltofthetoalnum- bcrofchysscha&d
~Y=-Wpaiod,
forcomp~or 12Odaysin whkhcvuhkss;or
dthcOwncrhashiledmfumhhtotheConnaor
P=wb. upon* COtUMOfSrcqucsf,%%OtUbk cvidabau~bysubpvlgnph2~.1.
14.12Ifonc0ftbcabovc %aEonsaisu,thcConrncPornny,
IzEEF addUonAda#writtatnodcemtkOwncrand ,crmbr?tc~conmtaand rccoverfromthcowrur ~~~~Wor!tercMcdandlorprwcnk6swWrcspaX .cqNpnunt,tooh,andco-equipmart. and machinery, including teasma& c=+=aproet- dpn?gcs.
i4.1a If the Work is stopped for a paiod of 60 &yS through no act or fault of dx Contractor or a Subcontractor or their agents or employees or any other persons performing portions ofrheWo*undcrcontractwlththcContractorbecauscthe OwnerhaspasistaulyfaikdmfulfilltheOwt&sobh@ons
under the Contract Documents with rrspcct to mattes impor-
tant to the progress of the Work, the Contractor may, upon seven additional days’ written notice to the Owner and the
Architect, terminate the Contract and recover from the Owxr as provided in Subpmgmph 14.12.
142 TERMWlIONBYlWEOWNERFORCAU9E
142.1 The Owner nuy taminau the COmM if the Contractor:
.l persistently or rcpawdly rcfuscs or fails m supply
enough properly skilled workers or pmpcr material%
2 fails to make payment to Subcontractors for matetials or labor in accordance with the respective agmcments between the Contractor and the Subcontractors;
.3 persistently disrclprds hws, ordinances, or ruks, reg- ulations or orders of a public authority having ittIi!+ diction; or
.4 otherwise is guilty of substanual breach of a pnwision of the Contract Documents.
1422 whal zny of the above -mist, the owner, upon ccrtlfiition by the Ardutm that &fkient cause exists m W
AU OOCUMWT A2Ol l GENERM CONDtnoNs OF THE CONTRACT FOR CONSTRlJcIlON l FO~~RTEENIH EDmoN
AlA* l Q, 1987 THE AMERICAN INSm;IZ OF ARC2U’l-E~. 1735 NEW YORK AVENUE. N.=‘.. WASHINGTON, D.C. LOO Azol-1987 23
tify sucfi action, may without prejudice to any other righci or ranaiici0fthcOwncrandaftcrgivingtheConuactora0dthc Con&s surety, if any, seven days’ writm notta, tami- emate anploymaN of the Ccmaaaorandmay,subjccttoany iortightsofthcsumy:
.l phpo==ion0fthcsitcand0fau~,equfp lnet&took,ndcosrsauabncquipmcntandmadlin-
aythacmrownalbythcccmaaao~
3z5r OfsubcoslaaspurJrnnttoFara-
l i
35ttiShthCWOdtbyWhittRrtCiSW&k tnahodthc
-=v-erpcdiau.
ld23WhUlthCChWEI tcrmhmsthcconaact~oncofthc rasonsstatalin~ 142.1,dlc ConmaorshallnOt
kaldtlaltoofurthcrpaynlcntuntilthcWorkk fin&cd.
14a4xfthellnpaid-ofcheconaaasuIn~~ offhkhingttlcwork,incMingcom~fOrtheArchi- tds scwccs and apawics made ==wm.- cxcnssbankpa<othc (aaaaor.lfsuchcasoacudthc unpaidbahncc,tkConttactorshdlpaythcdibcnatothc
owna.The atnounttokplidtothc ConmctororowrWr,as thca!3ctnayk,slldlkoud6aibythckcfiitect,upon?ppli- ation,andthisob@rionforpaymcntshaUsumivctatnina- tionofthecalazt.
143 9u9PmmamTHEowNlw WR-
143.1 lhcChwmrtmy,withoutcmrst,otdcrthcCo~ritt Wtitbgt0~ddy0r&tCmtpttkWOtk&lWhOk0riO partforsuchpahxioftimasthcOwncrnqdaainia.
1432AfldjusrmcntSkiUkmdcfOr~b~WStOf pafottnanceofthc~inchvunpptOfitonthcinaused
-ofpaform?nct,-byarrpcnsion,~~intQNp tion.Noadjusancnt shanknladctotilc-
.l thatpafomacis,wa3orwouldhavekaso- pcncWddayatorimmptalbyanotlur-for
WhiChthCCbtIWXXkreJponsiMt;of
9thatnapitabkadjusmmtkmadeordaricdrrnda
anothcrptavwmofthkcontM.
14032Adjllsmummdehthecost0fpafottnana -Yh= atmuaUyagrcaIfixalorpa-an~fa.
24 AzOl-1997 AIA WCUYPCT AWl l GENERAL CONDITIONS OF THE C-CT FOR CON.STRUCTlON . FObXTEENlH EDlllON
AlA* l 0 1987 THE AMERKAN INStTKlTE OF ARCHmCfS. 1735 NEW YORK AVENUE. N.&r. WASHINGTDN, 0.C:. LlWWl6
SUPPLEMENTAL PROVISIONS TO
AIA A201,1987 EDITION
The following are provisions that supplement the terms of the AIA A201, “General Conditions Of The
Contract for Construction,” 1987 Edition. In the event there is a conflict between the terms set forth
below, and the AIA A201 document, the terms set forth below will prevail.
The term “add” indicates that the text that follows shall be added to the article referenced. The term
“new” indicates that the text that follows shall be inserted as a new article. The term “replace” indicates
that the text that follows shall replace the article referenced. The term “delete” indicates that the
referenced article shall be deleted from the terms of the General Conditions.
Article 1.3.2 - new;
The contract documents are complementary and what is required by one shall be as binding as if
required by all. The whole of the contract documents are to be taken together, so as to give an effect
to every part, if reasonably practicable, each clause helping to interpret the other.
Article 3.3.1.1 - new;
The Contractor shall employ a competent Superintendent who shall be in attendance at the Project site
at all times during the performance of the Work. The Superintendent shall have a minimum of five (5)
rC years of experience performing Superintendent duties on similar size and types of projects. A resume
for the proposed Superintendent shall be submitted to the Owner for approval with in ten (10) calendar
days from the date of award of Contract. The Owner has the right to reject the proposed individual and
request the Contractor to propose another Superintendent who is competent and experienced in
supervising projects of this size and type.
The Contractor shall employ a competent Project Manager who shall be in attendance at the Project
site at all times during the performance of the Work. The Project Manager shall have a minimum of
five (5) years of experience performing Project Manager duties on similar size and types of projects. A
resume for the proposed Project Manager shall be submitted to the Owner for approval with in ten (10)
calendar days from the date of award of Contract. The Owner has the right to reject the proposed
individual and request the Contractor to propose another Project Manager who is competent and
experienced in managing projects of this size and type.
Article 3.3.5 - new;
Contractor is responsible for reviewing and coordinating the work of and between his subcontractor.
This review and coordination includes, but is not limited to, resolution of any inconsistencies, errors
and omissions.
Article 3.3.6 - new;
If the Contractor refuses or fails to prosecute the work or any separable part thereof with such - diligence as will insure its completion within the time specified or any extension thereof, or fails to
complete said work within such time, or if the Contractor should file a petition for relief as debtor, or
G 10/20/97 Contract No.: 32441 Page 25 of 37
should relief be ordered against the Contractor as a debtor, under Title 11 of the United States Code,
or if the Contractor should make a general assignment to the benefit of its creditors, or if a receiver
should be appointed on account of its insolvency, or it should persistently and repeatedly refuse or
should fail, except in cases for which extension of time is provided, to supply enough properly skilled
workers or proper materials to complete the work in the time specified, or if the Contractor should fail to
make prompt payment to subcontractors or for material or labor, or persistently disregard laws, or
ordinances or instructions of the Owner, or if the Contractor or its subcontractors should otherwise be
guilty of a substantial violation of any provision of this Contract, then the Owner may, without prejudice
to any other right or remedy, serve written notice upon the Contractor and its Surety of the Owner’s
intention to terminate this Contract, such notice is to contain the reasons for such intention to
terminate, and unless in ten (10) days after the service of such notice such condition shall cease or
such violation shall cease and arrangements satisfactory to the Owner for the correction thereof be
made, this Contract shall upon the expiration of said ten (10) days, cease and terminate. In such case,
the Contractor shall not be entitled to receive any further payment until the work is finished.
In the event of any such termination, the Owner shall immediately serve written notice thereof upon the
Contractor and Surety shall have the right to take over and perform this Contract, provided, however,
that if the Surety in seven (7) calendar days after service upon it of said Notice of Termination does not
give the Owner written notice of its intention to take over and perform this Contract or does not
commence performance thereof in fifteen (15) days from date of serving such notice of termination by
the Owner on the Surety, the Owner may take over the work and prosecute same to completion by the
Contract or by any other method it may deem advisable for the account and at the expense of the
Contractor, and the Contractor and its Surety shall be liable to the Owner for any excess cost or other
damages occasioned if the Owner takes over the work as hereinabove provided, the Owner may, take
possession of and utilize in completing the work such materials, appliances, plans, and other property
belonging to the Contractor as may be on site of the work and necessary therefore.
If the unpaid balance of the contract price shall exceed the expense of finishing the work, including
compensation for additional architectural, managerial, and administrative services, such excess shall
be paid to the Contractor. If such expense shall exceed such unpaid balance, the Contractor and/or
Surety shall pay the difference to the Owner.
The foregoing provisions are in addition to and not in limitation of any other rights or remedies
available to the Owner.
Article 3.4.2 - replace;
The Contractor and subcontractors shall at all time enforce strict discipline and good order among their
employees and shall not employ on work any unfit person or anyone not skilled in work assigned to
such person. It shall be the responsibility of the Contractor to ensure compliance with this article.
Any person in the employ of the Contractor or subcontractors whom the Owner may deem incompetent
or unfit shall be excluded from the work site and shall not again be employed on it except with written
consent of the Owner.
p3 1 o/20/97 Contract No.: 32441 Page 26 of 37
Article 3.5.2 - new; - All work shall be warranted for one (1) year, unless otherwise noted, after recordation of a “Notice of
Completion” and any faulty work or materials discovered during the warranty period shall be repaired
or replaced by the Contractor, at its expense. Twenty-five percent of the faithful performance bond
shall be retained as a warranty bond for the one-year warranty period.
Article 3.7.1 - replace;
Except as specified herein the Owner will obtain, at no cost to the Contractor, all encroachment, right-
of-way, grading, and building permits necessary to perform work for this contract on Owner property, in
streets, highways (except State highway right-of-way), railways or other rights-of-way. Contractor shall
not begin work until all permits incidental to the work are obtained. The Contractor shall obtain and
pay for all permits for the disposal of all materials removed from the project. The cost of said permit(s)
shall be included in the price bid for the appropriate bid item and no additional compensation will be
allowed therefor.
Article 3.10.1 .I - new;
Refer to Specification Section 01315 “Schedule And Reports” for requirements pertaining to the
preparation, acceptance, updating, and final submittal of the Contractor’s Construction Schedules.
Article 3.12.7 - add:
When submitted for the Architects review, Shop Drawings shall bear the Contractor’s certification that
he has reviewed, checked, and approved the Shop Drawings and that they are in conformance with
the requirements of the Contract Documents. The Contractor shall subscribe to and shall place the
following certification on all submittals:
“I hereby certify that the (equipment, material) shown and marked in this submittal is that proposed to
be incorporated into this Project, is in compliance with the Contract Documents, can be installed in the
allocated spaces, and is submitted for approval.
By: Title:
Date:
Company Name:
Article 4.3.8.1.1 - new;
The Contractor may be granted compensation for additional on site costs resulting from critical path
schedule delays that are caused solely by the Owner, that are not concurrent with any delays caused
by the Contractor, adverse weather or other delays for which the Owner is not responsible. The
Contractor will not be compensated for off site or home office expenses,
Article 4.3.8.2 - Replace;
If adverse weather conditions are the basis for a Claim for a Contract Time extension, such Claim shall
be documented by data substantiating that weather conditions had an adverse effect on the scheduled F-- completion. The Contractor will not be entitled to a financial adjustment associated with a Contract
Time extension resulting from adverse weather conditions.
a 1 o/20/97 Contract No.: 32441 Page 27 of 37
Article 5.2.5 - new;
Should the Contractor fail to adhere to the provisions requiring the Contractor to not subcontract to a
single subcontractor more than 50 percent of the contract price with its own organization, the Owner
may at its sole discretion elect to cancel the contract or to deduct an amount equal to 10 percent of the
value of the work performed by a single subcontractor in excess of 50 percent of the contract price.
The City Council shall be the sole body for determination of a violation of these provisions. In any
proceedings under this section, the prime contractor shall be entitled to a public hearing before the City
Council and shall be notified ten (10) days in advance of the time and location of said hearing. The
determination of the City Council shall be final.
Article 8.1.5 - new;
Unless otherwise approved in writing by the Owner, the hours of work shall be a consecutive eight
hour work day (plus appropriate breaks and lunch) between the hours of 7:00 a.m. and 4:30 p.m. on
Mondays through Fridays, excluding Owner holidays. The Contractor shall obtain the written approval
of the Owner if the Contractor desires to work outside said hours or at any time during weekends
and/or holidays. This written permission must be obtained at least 48 hours prior to such work. The
Owner may approve work outside the hours and/or days stated herein when, in his/her sole opinion,
such work conducted by the Contractor is beneficial to the best interests of the Owner. The Contractor
shall pay the inspection and construction management premium cost of such work. The premium cost
for overtime work will be back charged to the Contractor at a rate of $200 per hour, with a four (4) hour
minimum on Saturdays, Sundays, and Holidays.
Article 8.2.3.1 - new;
The Contractor shall begin work within 7 calendar days after receipt of the “Notice to Proceed.”
Article 8.2.3.2 - new;
The Contractor shall diligently prosecute the work to achieve Substantial Completion within 426
calendar days after the starting date specified in the Notice to Proceed.
Contractor may propose, and the Owner may choose to accept Contractor’s Proposed Contract
Schedule reflecting Contract Time less than the specified 426 calendar days; provided the Owner is
satisfied the Proposed Contract Schedule is logically correct and the Owner and all other entities,
public and private, which interface with the project are able to comply with the performance
requirements of the Proposed Contract Schedule.
As a condition of the Owner’s acceptance of the Proposed Contract Schedule, one half of the
difference in duration between the specified 426 day Contract Duration and the Proposed Contract
Schedule will be made available to the Owner as an Owner’s Time Contingency. The Owner’s Time
Contingency may be used to offset Owner caused delays to the Proposed Contract Schedule. The
Owner’s Time Contingency shall be a unique schedule activity inserted in the Contract Schedule
following the Project Completion milestone activity. In the event the Owner delays the Project
Completion, the duration of the Owner’s Time Contingency activity will be decreased and the Project
Completion milestone activity will be adjusted. The Owner will issue a change order reflecting said
adjustment to the Contract Schedule. The Contractor will not be entitled to financial compensation for
said Project Completion adjustment.
?a 10/20/97 Contract No.: 32441 Page 28 of 37
7 The float for a sequence of activities prior to the project completion, as indicated in the accepted
Contract Schedule, will be used for the benefit of the project. This float is available to the Owner and
the Contractor, whom ever effects the schedule and absorbs the float first.
Article 8.4 “Liquidated Damages” - new;
For each consecutive calendar day in excess of the time specified for completion of Work, as adjusted
in accordance with Article 8.3, the Contractor shall pay the Owner, or have withheld monies due it, the
sum of Five Thousand Dollars ($5,000)
Execution of the Contract shall constitute agreement by the Owner and Contractor that Five Thousand
Dollars ($5,000) per day is the minimum value of costs and actual damages caused by the Contractor
to complete the Work within the allotted time. Any progress payments made after the specified
completion date shall not constitute a waiver of this paragraph or of any damages.
Refer to Specification Section 02900 “Landscape Planting” for additional liquidated damages
associated with the failure to promptly procure specimen trees.
Article 8.4.1 - new;
Field Grown Oak Trees and Oak Tree Supplier: Time is of the essence in the procurement of the
specimen oak trees and the associated supplier of the oak trees. The plans and specifications call for
the use of Quercus agrifolia, Coast Live Oak trees as a significant feature in the character of this
project. It is anticipated that these trees will need to be located in the field. Due to the living nature of - the trees and seasonal growth characteristics, the time and expertise required to locate, review, select,
and prepare acceptable specimens is significant and if not begun in a timely manner, and by qualified
suppliers, is likely to have a detrimental effect on the Owner’s goals for the project.
Within forty five (45) days following the Notice-to- Proceed, the Contractor shall provide the first
submittals in the process to locate the trees and identify a qualified supplier as described in the
Landscape Planting section 02900 herein. Failure to perform within the specified time frame will result
in liquidated damages being assessed against the Contractor in the amount of one thousand five
hundred dollars ($1,500) per day beginning on the forty sixth (46’“) day of the Contract. If the
Contractor has failed to perform by the seventy fifth (75”) day of the Contract the Owner shall have the
right to terminate the portion of the Contract for the oak trees, and may subject the entire landscape
contract to termination.
For bidding purposes the trees shall be 96” box size, actual sizes may vary due to availability. The
Contractor shall provide unit costs for 72”, 84”, 96”, 108”, and 120” box size Quercus agrifolia. Costs
shall include all labor and materials to complete all aspects of the oak tree work including, but not
limited to, locating, procurement, preparation, transport, installation, maintenance and warranties.
Article 9.2.2 - new;
Payment for mobilization and preparatory Work will be made at the stipulated lump-sum price bid
therefor in the bid schedule. The Contract lump-sum price paid for mobilization shall not exceed One
Hundred Thousand dollars ($100,000.00), and includes full compensation for furnishing all insurance,
bonds, licenses, labor, materials, utilities, tools, equipment and incidentals, and for doing all the work
involved in mobilization and preparatory work and operations, including, but not limited to, those
necessary for the movement of personnel, equipment, supplies, and incidental to preparing to conduct
work on and off the project site and other offsite facilities necessary for work on the project; for all other
% 10/20/97 Contract No.: 32441 Page 29 of 37
facilities, sureties, work and operations which must be performed or costs incurred prior to beginning
work on various contract items on or off the project site, excepting those specifically paid for under
separate sections of these specifications. The Contractor hereby agrees that the stipulated lump sum
amount is sufficient for Mobilization and Preparatory Work, as described in this section, and that the
Contractor shall have no right to additional compensation for Mobilization and Preparatory Work.
Article 9.3.2 - add; Delivered Materials. 50% of the cost of materials and equipment delivered but not incorporated into
the work may be included in the progress estimate provided the materials or equipment are stored in a
locked, secure manner, and the owner has received written documentation that the materials or
equipment have been delivered to the site. The owner authorizing payment for these materials or
equipment in no way implies that the owner accepts responsibility for the quantity, condition, or the
appropriateness of the materials or equipment for the project. Upon complete installation, 100% of the
cost of material or equipment may be included in the progress estimate.
Storage Of Materials Or Equipment Off-Site: 50% of the cost of materials and equipment stored off-
site in a bonded storage facility may be included in the progress estimate provided the owner has
received written documentation that the materials or equipment have been stored in a bonded storage
facility. The owner may, at the Contractor’s expense for time and travel, visit the bonded storage
facility to verify the presence of the material or equipment. The owner authorizing payment for these
materials or equipment in no way implies that the owner accepts responsibility for the quantity,
condition, or the appropriateness of the materials or equipment for the project. Upon complete
- installation, 100% of the cost of material or equipment may be included in the progress estimate.
Invoices from suppliers must be submitted with all payment requests requesting additional funds for
stored materials or equipment. Payment may be approved for direct costs only. No Contractor or
Subcontractor markups on the cost for stored material or equipment will be approved for payment.
For equipment or materials to be eligible for payment prior to installation, the Contractor must
specifically identify the storage of these items as separate activities in the Owner accepted Baseline
Construction Schedule and the Owner approved Schedule of Values. Failure to identify these items on
the accepted Baseline Schedule or the approved Schedule of Values will forfeit the contractors right to
receive payment for such stored materials.
Article 9.6.1 - replace;
Within Five (5) working days following the end of the month, the Contractor shall complete the
detailed progress payment request with adequate justification supporting the amount of payment
request. Upon receipt of the payment request, the Owner shall, as soon as practicable after receipt,
determine whether the payment request is a proper payment request. If the Owner determines that
the payment request is not proper, then the request shall be returned to the Contractor as soon as
practicable, but not later than seven (7) days after receipt. The returned request shall be
accompanied by a document setting forth in writing the reasons why the payment request was not
proper. In conformance with Public Contract Code Section 20104.50, the City shall make payments
within thirty (30) days after receipt of an undisputed and properly submitted payment request from the
Contractor. If payment of the undisputed payment request is not made within thirty (30) days after
f- receipt by the Owner, then the City shall pay interest to the Contractor equivalent to the legal rate set
forth in subdivision (a) of Section 685.010 of the Code of Civil Procedure.
G 1 o/20/97 Contract No.: 32441 Page 30 of 37
Article 9.6.1 .I - new; - The Owner shall retain 10 percent of such estimated value of the work done and 10 percent of the
value of materials so estimated to have been furnished and delivered and unused or furnished and
stored as aforesaid as part security for the fulfillment of the contract by the Contractor
Article 9.6.7 new;
Progress payments for Mobilization and Preparatory Work will be made as follows:
For the first progress payment (after the issuance of the Notice to Proceed), forty percent (40%) of the
amount bid for Mobilization and Preparatory Work will be allowed. For the second progress payment,
an additional sixty percent (60%) of the amount bid for mobilization and preparatory work will be
allowed therefor.
Article 11.3.1 - replace;
The contractor shall purchase and maintain property insurance in the amount of the initial Contract
Sum, as well as subsequent modifications thereto for the entire Work at the site on a replacement cost
basis without voluntary deductibles. This insurance is to be placed with insurers that have a rating in
Best’s Key Rating Guide of at least A-:V. Insurers must also be authorized to transact the business of
insurance by the State of California Insurance Commissioner as admitted carriers as evidenced by a
listing in the official publication of the Department of Insurance of the State of California in which the
Project is located. Such property insurance shall be maintained until final payment has been made as
provided in Paragraph 9.10 or until no person or entity other than the Owner has an insurable interest
in the property required by this Paragraph 11.3 to be covered, whichever is earlier. This insurance
shall include interests of the Owner, the Contractor, Subcontractor and Sub-subcontractors in the
Work.
Article 11.3.1.2 - delete;
Article 11.3.1.3 - replace;
If the property insurance requires minimum deductibles, the Contractor shall pay costs not covered
because of such deductibles.
Article 11.3.1.4 - replace;
This property insurance shall cover portions of the Work stored off the site and also portions of the
Work in transit.
Article 11.3.2 - replace;
The Contractor shall purchase and maintain boiler and machinery insurance required by the Contract
Documents or by law, which shall specifically cover such insured objects during installation and until
final acceptance by the Owner; this insurance shall include interest of the Owner, Contractor,
Subcontractors, and Sub-subcontractors in the Work, and the Owner and Contractor shall be named
insureds.
Article 11.3.4 - delete
Article 11.3.6 - replace;
Within five days of the award of the Contract, the Contractor shall file with the Owner a copy of each
policy that includes insurance coverages required by this Paragraph 11.3. Each policy shall contain all
generally applicable conditions, definitions, exclusions, and endorsements related to this Project. Each
a 10/20/97 Contract No.: 32441 Page 31 of 37
policy shall contain a provision that the policy will not be cancelled or allowed to expire until at least 30
days prior written notice has been given to the Owner.
Article 1 I .3.8 - replace;
A loss insured under Contractor’s property insurance shall be adjusted by the contractor as fiduciary
and made payable to the contractor as fiduciary for the insureds, as their interests may appear, subject
to requirements of any applicable mortgagee clause and of Subparagraph 11.3.10. The Contractor
shall pay the Owner and Subcontractors their just shares of insurance proceeds received by the
Contractor, and by appropriate agreements, written where legally required for validity, shall require
Subcontractors to make payments to their Sub-subcontractors in similar manner.
Article 11.3.9 - replace;
If required in writing by a party in interest, the Contractor as fiduciary shall, upon occurrence of an
insured loss, give bond for proper performance of the Contractor duties. The cost of required bonds
shall be charged against proceeds received as fiduciary. The Contractor shall deposit in a separate
account proceeds so received, which the Contractor shall distribute in accordance with such
agreements as the parties in interest may reach, or in accordance with an arbitration award in which
case the procedure shall be a provided in Paragraph 4.5.
Article 1 I .3.10 - replace;
The Contractor as fiduciary shall have power to adjust and settle a loss with insurers unless one of the
parties in interest shall object in writing, within five days after occurrence of loss, to the Contractor’s
exercise of this power; if such objection be made, arbitrators shall be chosen as provided in Paragraph
4.5. The Contractor as fiduciary shall, in that case, make settlement with insurers in accordance with
directions of such arbitrators. If distribution of insurance proceeds by the arbitration is required, the
arbitrators will direct such distribution.
Article 11.4.1 - replace;
The Contractor shall provide a faithful performance/warranty bond and payment bond (labor and
materials bond) for this contract. The faithful performance/warranty bond shall be in the amount of 100
percent of the contract price and the payment bond shall be in the amount of 50 percent of the contract
price. Both bonds shall extend in full force and effect and be retained by the Owner during this project
until they are released according to the provisions of this section.
The faithful performance/warranty bond will be reduced to 25 percent of the original amount 30 days
after recordation of the Notice of Completion and will remain in full force and effect for the one year
warranty period and until all warranty repairs are completed to the satisfaction of the Owner.
The payment bond shall be released six months plus 30 days after recordation of the Notice of
Completion if all claims have been paid.
All bonds are to be placed with a surety insurance carrier admitted and authorized to transact the
business of insurance in California and whose assets exceed their liabilities in an amount equal to or in
excess of the amount of the bond. The bonds are to contain the following documents:
1) An original, or a certified copy, of the unrevoked appointment, power of attorney, by laws, or other
instrument entitling or authorizing the person who executed the bond to do so.
2) A certified copy of the certificate of authority of the insurer issued by the insurance commissioner. .-
If the bid is accepted, the Owner may require a financial statement of the assets and liabilities of the
?a 1 o/20/97 Contract No.: 32441 Page 32 of 37
insurer at the end of the quarter calendar year prior to 30 days next preceding the date of the
execution of the bond. The financial statement shall be made by an off~cer’s certificate as defined in
Section 173 of the Corporations Code. In the case of a foreign insurer, the financial statement may be
verified by the oath of the principal officer or manager residing within the United States.
Article 13.5.1 - replace;
The Contractor shall provide the Owner free and safe access to any and all parts of work at any time.
Contractor shall furnish Owner with such information as may be necessary to keep the Owner fully
informed regarding progress and manner of work and character of materials. Inspection or testing of
the whole or any portion of the work or materials incorporated in the work shall not relieve Contractor
from any obligation to fulfil1 this Contract.
Except as specified in these General Conditions, the Owner will bear the cost of testing materials
and/or workmanship where the results of such tests meet or exceed the requirements indicated in the
Standard Specifications and the General Conditions. The cost of all other tests shall be borne by the
Contractor.
At the option of the Owner, the source of supply of each of the materials shall be approved by him
before the delivery is started. All materials proposed for use may be inspected or tested at any time
during their preparation and use. If, after incorporating such materials into the Work, it is found that
sources of supply that have been approved do not furnish a uniform product, or if the product from any
source proves unacceptable at any time, the Contractor shall furnish approved material from other
approved sources. If any product proves unacceptable after improper storage, handling or for any
other reason it shall be rejected, not incorporated into the work and shall be removed from the project
site all at the Contractor’s expense.
Compaction tests may be made by the Owner and all costs for tests that meet or exceed the
requirements of the specifications shall be borne by the Owner. Said tests may be made at any place
along the work as deemed necessary by the Owner. The costs of any re-tests made necessary by
noncompliance with the specifications shall be borne by the Contractor.
15. SPECIAL PROVISIONS - new;
15.1. TERMS
15.1.1. Reference to Drawings. Where words “shown”, “indicated”, “detailed”, “noted”,
“scheduled”, or words of similar import are used, it shall be understood that reference is
made to the plans accompanying these provisions, unless stated otherwise.
15.1.2. Directions. Where words “directed”, “designated”, ” selected”, or words of similar import
are used, it shall be understood that the direction, designation or selection of the Owner is
intended, unless stated otherwise. The word “required” and words of similar import shall
be understood to mean “as required to properly complete the work as required and as
approved by the Owner,” unless stated otherwise.
15.1.3. Equals and Approvals. Where the words “equal”, “approved equal”, “equivalent”, and
such words of similar import are used, it shall be understood such words are followed by
the expression “in the opinion of the Owner”, unless otherwise stated. Where the words
“approved”, “approval”, “acceptance”, or words of similar import are used, it shall be
vQ 10/20/97 Contract No.: 32441 Page 33 of 37
understood that the approval, acceptance, or similar import of the Owner is intended.
15.1.4. Perform. The word “perform” shall be understood to mean that the Contractor, at its
expense, shall perform all operations, labor, tools and equipment, and further, including
the furnishing and installing of materials that are indicated, specified or required to mean
that the Contractor, at its expense, shall furnish and install the work, complete in place
and ready to use, including furnishing of necessary labor, materials, tools, equipment, and
transportation.
15.1.5. DEFINITIONS. Modify as follows: The following words, or groups of words, shall be
exclusively defined by the definitions assigned to them herein.
15.1.6. Owner - the City of Carlsbad, California, or its agents such as the Construction
Manager or Architect
15.1.7. Construction Manager - the agent of the owner responsible for the administration of
the contract between the owner and the contractor.
15.1.8. Own Organization - Employees of the Contractor who are hired, directed, supervised
and paid by the Contractor to accomplish the completion of the Work. Further, such
employees have their employment taxes, State disability insurance payments, State and
Federal income taxes paid and administered, as applicable, by the Contractor.
15.1 .Q. Owner Operator/Lessor - Any person who provides equipment or tools with an
operator provided who is employed by neither the Contractor nor a subcontractor and is
neither an agent nor employee of the Owner or a public utility.
15.2. Record Drawings. The Contractor shall provide and keep up-to-date a complete “as-
built” record set of blue-line prints, which shall be corrected in red daily and show every
change from the original drawings and specifications and the exact “as-built“ locations, sizes
and kinds of equipment, underground piping, valves, and all other work not visible at surface
grade. Prints for this purpose may be obtained from the Owner at cost. This set of drawings
shall be kept on the job and shall be used only as a record set and shall be delivered to the
Owner upon completion of the work.
15.3. Permanent Survey Markers. The Contractor shall not disturb permanent survey
monuments or benchmarks without the consent of the Owner. Where the Owner concurs, in
writing, with the Contractor that protecting an existing monument in place is impractical, the
Contractor shall employ a licensed land surveyor to establish the location of the monument
before it is disturbed. The Contractor shall have the monument replaced by a licensed land
surveyor no later than thirty (30) days after construction at the site of the replacement is
completed. The Licensed Land Surveyor shall file corner record(s) as required by Q§ 8772
and 8773, et seq. of the California Business and Professions Code.
When a change is made in the finished elevation of the pavement of any roadway in which a
permanent survey monument is located, the Contractor shall adjust the monument frame and
cover to the new grade. Monument frames and covers shall be protected during street sealing
or painting projects or be cleaned to the satisfaction of the Owner.
15.4. Survey Service. The Contractor shall hire and pay for the services of a land surveyor
licensed in the State of California, hereinafter Surveyor, to perform all work necessary for
q b 1 o/20/97 Contract No.: 32441 Page 34 of 37
-
establishing control, construction staking, records research and all other surveying work
necessary to construct the work, provide surveying services as required herein and provide
surveying, drafting and other professional services required to satisfy the requirements of the
Land Surveyors Act. Surveyor shall be resident on the site during all surveying operations and
shall personally supervise and certify the surveying work.
15.5. Audit and Inspection. The Contractor agrees to maintain and/or make available, to the
Owner, within San Diego County, for a period not less than three (3) years after Final
Completion, accurate books, and accounting records relative to all its activities. The Owner
shall have the right to monitor, assess, and evaluate Contractor’s performance pursuant to this
Agreement, said monitoring, assessments, and evaluations to include, but not be limited to,
audits, inspection of premises, reports, contracts, subcontracts and interviews of Contractor’s
staff. At any time during normal business hours and as often as the Owner may deem
necessary, upon reasonable advance notice, Contractor shall make available to the Owner for
examination, all of its records with respect to all matters covered by this Contract and will
permit the Owner to audit, examine, copy and make excerpts or transcripts from such data and
records, and to make audits of all invoices, materials, payrolls, records of personnel, and other
data relating to all matters covered by this Contract. However, any such activities shall be
carried out in a manner so as to not unreasonably interfere with Contractor’s ongoing business
operations. Contractor shall maintain such data and records for as long as may be required by
applicable laws and regulations.
15.6. UTILITIES
15.6.1. LOCATION. The Owner and affected utility companies have, by a search of known
records, endeavored to locate and indicate on the Plans, all utilities which exist within the
limits of the work. However, the accuracy and/or completeness of the nature, size and/or
location of utilities indicated on the Plans is not guaranteed.
15.6.2. RELOCATION. In order to minimize delays to the Contractor caused by the failure of
other parties to relocate utilities that interfere with the construction, the Contractor, upon
request to the Owner, may be permitted to temporarily omit the portion of work affected by
the utility. Such omission shall be for the Contractor’s convenience and no additional
compensation will be allowed therefor. The portion thus omitted shall be constructed by
the Contractor immediately following the relocation of the utility involved unless otherwise
directed by the Owner.
15.7. Pre-Construction Meeting. After, or upon, notification of contract award, the Owner
will set the time and location for the Preconstruction Meeting. Attendance of the Contractor’s
management personnel responsible for the management, administration, and execution of the
project is mandatory for the meeting to be convened. Failure of the Contractor to have the
Contractor’s responsible project personnel attend the Preconstruction Meeting will be grounds
for default by Contractor. No separate payment will be made for the Contractors attendance
at the meeting. The notice to proceed will only be issued on or after the completion of the
preconstruction meeting.
15.8. Temporary Light, Power and Water. The Contractor shall obtain a construction meter
for water used for the construction, plant establishment, maintenance, cleanup, testing and all
other work requiring water related to this contract. The Contractor shall contact the
appropriate water Owner for requirements.
a 1 o/20/97 Contract No.: 32441 Page 35 of 37
The Contractor shall pay all costs of temporary light, power, and water including hookup,
service, meter and any, and all, other charges, deposits and/or fees therefor. Said costs shall
be considered incidental to the items of work that they are associated with and no additional
payment will be made therefor.
15.9. Noise Control. All internal combustion engines used in the construction shall be
equipped with mufflers in good repair when in use on the project with special attention to the
City Noise Control Ordinance, Carlsbad Municipal Code Chapter 8.48.
15.10. Maintaining Traffic. If illuminated traffic cones rather than post-type delineators are
used during the hours of darkness, they shall be affixed or covered with reflective cone
sleeves as specified in CALTRANS “Standard Specifications”, except the sleeves shall be
seven (7) inches long.
The Contractors personnel shall not work closer than six (6) feet, nor operate equipment within
two (2) feet from any traffic lane occupied by traffic. For equipment the two (2) feet shall be
measured from the closest approach of any part of the equipment as it is operated and/or
maneuvered in performing the work. This requirement may be waived when the Owner has
given written authorization to the reduction in clearance that is specific to the time, duration and
location of such waiver or for the work of installing, maintaining and removing traffic control
devices. As a condition of such waiver the Owner may require the Contractor to detour traffic,
adjust the width of, or realign the adjacent traffic lane, close the adjacent traffic lane or provide
barriers.
Personal vehicles of the Contractor’s employees shall not be parked within the traveled way,
including any section closed to public traffic. Whenever vehicles or equipment are parked on
the shoulder within six (6) feet of a traffic lane, the shoulder area shall be closed with
fluorescent traffic cones or portable delineators placed on a taper in advance of the parked
vehicles or equipment and along the edge of the pavement at 25-foot intervals to a point not
less than 25 feet past the last vehicle or piece of equipment. A minimum of nine (9) cones or
portable delineators shall be used for the taper. A C23 (Roadwork Ahead) or C24 (Shoulder
Work Ahead) sign shall be mounted on a telescoping flag tree with flags. The flag tree shall be
placed where directed by the Owner. All construction traffic control devices shall be maintained
in good order and according to the plan throughout the duration of work. During the entire
construction, a minimum of two paved traffic lanes, not less than twelve (12) feet wide, shall be
open for use by public traffic in each direction of travel.
The Contractor shall provide traffic control at no additional cost to the Owner. “Traffic control”
shall include furnishing all labor (including flagging costs), materials (including signs), tools,
equipment and incidentals, and for doing all the work involved in preparation, reproduction and
changing of traffic control plans, placing, applying traffic stripes and pavement markers with
bituminous adhesive, removing, storing, maintaining, moving to new locations, replacing, and
disposing of the components of the traffic control system.
The Contractor shall prepare and correct the Traffic Control Plan and shall furnish all labor and
materials to perform, install, maintain, replace and remove all traffic control as incidentals to the
work with which they are associated and no other compensation will be allowed therefor.
% 10120/97 Contract No.: 32441 Page 36 of 37
,-
15.11. Traffic Control System for Lane Closure. A traffic control system consists of closing
traffic lanes in accordance with the details shown on the plans, CALTRANS “Manual of Traffic
Control”, 1996 edition, and provisions under “Maintaining Traffic” elsewhere in these General
Conditions. The provisions in this section will not relieve the Contractor from its responsibility
to provide such additional devices or take such measures as may be necessary to maintain
public safety.
When lanes are closed for only the duration of work periods, all components of the traffic
control system, except portable delineators placed along open trenches or excavation adjacent
to the traveled way, shall be removed from the traveled way and shoulder at the end work
period. If the Contractor so elects, said components may be stored at selected central
locations, approved by the Owner, within the limits of the right-of-way.
15.12. Maintaining Existing Parking. It is essential that the Contractor maintain ample
parking, lighting, and safe access to adjacent existing buildings throughout construction of this
project. Refer to the Contract drawings for specific requirements and locations.
16. Procedural Forms. - new:
16.1. Included at the end of this section are examples of procedural forms to be used on this
project.
The forms to be initiated and submitted by the contractor are the Request for Information,
Submittal Transmittal, Change Order Request, Contractor Change Order Pricing Sheet, and the
Subcontractor Change Order Pricing Sheet. These forms are included in this section to
describe the required information and examples of acceptable formats the Contractor may use
to develop the required forms for this project. Electronic copies of these forms shall be made
available to the Contractor at the Contractor’s request. Within seven days of the award of the
Contract the Contractor must submit to the owner, for the Owner’s approval, the Contractor’s
proposal of the forms described herein. The Owner shall have the right to require the
Contractor to make changes to the forms, as he feels necessary, in order to preserve the intent
of the forms.
l =
w 1 o/20/97 Contract No.: 32441 Page 37 of 37
.- City of Carlsbad
Authorization for Change Order
No.:
Contract No:
P.O. No.:
Account No.:
32441
Contractor:
Project: Carlsbad City Library
DescriDtion of Chanae:
/-
This change to the contract constitutes the complete satisfaction of all time and costs, both direct and indirect, associated with the above-described change(s). Execution of this Change Order by both parties
constitutes a binding agreement and serves as full accord and satisfaction of any claim, demand, lien stop
notice or further request for compensation, past or present, or time extension arising out of or by virtue of the work described above in the Change Order. Contractor’s signature indicates his / her agreement herewith, including any adjustment in the Contract Sum or Contract Time.
The orlglnal Contmct Sum was
Net change by previously authorized Change Orders
‘The Contract Sum prior to this Change Order was The Contract Sum will be (lncreasecl)(descreased)
The new Contract Sum Including this Change Order will be
The contract time will be (increased) (decreased) (unchanged) by ( ) calendar days.
F- The date of Final Completion as of the date of this Change Order is .
-
Contract No: P.O. No.:
Account No.:
City of Carlsbad
Authorkation for Change Order
No.:
32441
Accepted for: Recommended By:
contractor City Construction Manager (-1
Approved By:
city Project Manager
if Required:
City Manager or Mayor
DISTRIBUTION:
Original to Job Pile
Copies to: contraotor Cii Construction Manager
Cl Architect
Cii Project Manager
City Purchasing Department
CONSTRUCTION OWNER 0
CHANGE ARCHITECT CONTRACTOR 5: DIRECTIVE FIELD 0 OTHER 0 AIA LJOCUMENTG714
‘- ~cctio?zs on mwse side. 7Ws documenf replaces AU &xunmU C713. cbtstruaion Change Auhrimion.)
PROJECT:
(-9 =-=s)
TO CONIRACTCR:
(-9 -1
DIRECTIVE NO:
DATE:
ARCHITECT’S PROJECT NO:
CONTRACT DATE:
CONTRACT FOR:
You arc hereby directed to make the following change(s) in this Contract
mOPOSED ADJUSTMENTS
1. The proposed basii of adjjent to tht Contract Sum or Catanteed Maximum price k
0 Lump Sum (incrasc) &icctwe) of s
0 unit Price of s per
0 as provided in Subparagtaph 73.6 of Au Document A201,1987 edition.
0 as folJow%
2. The Contract ‘tie is proposed to (be adjusted) (ramin unchanged). The proposed adjustmax, if any, is (an increase of
days) (a dccrase of d;lys).
When siped by the Owner and Architect and rcccjvcd by the Contractor, this document
becomes effective IMMEDlATELY 1s a Comction chvlge Ditcaive (CCD). and the
Contractor shall pttxced with the change(s) described above.
S@uturcbytheConuactorindiaus~Con-
tractor’s zigmmenl with the propod adjj- mcntsinGmtfactSumandconfKtTimcset fonhinrht5Consmtctionchangc-.
ARCHITECT OWNER
Address
DATE DATE L
CONTRACTOR
DATE
Alnamurrrcnls. CONSTRUCTlON CHANGED- .I$lcl7EDmoN*AlA* l @lpcn*lME AMERxANwsllTuTE OF ARCHITECTS. 1735 NEW YORK AVE?JUE, NW.. a, AWINGTON. D.C. 20006 G7l4-w87
. . 2
H . .
5 5
8 t3
E d
0 L g u
h 2 cc) E *** 8. jlii E.g .::: 7% : : : : ga :::: -= . . . . 9” . . . .
*rn . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . .
Y *)u . . . . . . . . . . . . . . . . . . . . . . . . . . . 3 : :
GCCE
MggW B $a¶ 3,
F .
6
$ u
. .
B s ‘E
a U
$
E
t! 3
B
2
E
E = . . fu-
..I?- 6r 2, w x at g.o- XHZO
i
25 -P o- - .- ,.3 Z$! OS. mq
g!
QOV ._
i i . . : d . 1 i ! I : I , I ! i . . i f
5 3 c :
: ? 7 i I c 7 I ; 2
I
I
j
I I
j !
1 s
; I
i I
: :
; .
J
ARCHITECT’S SUPPLEMENTAL INSTRUCllON NO: CardwelUMcGraw Architects
lssus Date: 701 BBtmt.Suita200
ArcMed’s Projed No: 96013 San C&90, CA 92101
-. Pmject Carl&ad City Libmty Teleqtme: (619) 231-0751 Fax: (619) 2314396
T0coNlRAcToR: PROJECT ADDRESS:
Iulmtim 6925achninoRe8l
AddTeas: -,cA92006
Tekphone:
Fpc
*-
AccEPTEo~
Dab
TIYammRREDBY:
-*mm--- DL
ISSUERBW
-I--
SUPPLEMENTAL DRAWING CardwellMkGraw Architects
Date: ABI No: 701Bstme~suile200
Project No: 96013 Ban Diego. CA 92101
,-- PfOjtXt: Carlsbad City Library T&phone: (619) 231-0751 Fax: (619) 2314399
/-
REQUEST FORINFORMATI6N (RF’I) RFlk
DATE:
PROJECTz
CONTRACT t):
To: I hrcuurwy
Companp: Conmcc
FROM
-WY: conmcc
,-
- DMWINGRER SPECIFKATION RElk
DATE-mEREQuIRED: CIUTICALYES~ NO
WE REQUEST TEE FOLLOWING INFORMATIONKLARXFICATIO~
( ) Check here if additional pages attached
RESPONSEz
Page of
Note Tbh b not an autborization to proceed with work involving any additional amt and/or time
RESPONDEDBY:
( )CkkherelfaddUionalpagesWtached
cc
DATE
--@f
DATEz
PROJECT:
TO:
suBMrITALTRANsMITTAL
suBmAL#:
\
Fuc.M.urmy
. /-
CC - .
For all Co nmctor’s sukdad including substations, shop dmings, 0 % M mauusls, samples, cakculations, dara repom,
Subject
DrawingRcftrmce: Rcquircd~k
schcduleAdivityID: Subcontractor .
msis(clleck~~)
t I s- [ ] An~subln~
1 I AnO&MManMl [ ] Amriredsubmii
No. of Copies spedfrcrtion act: Dsscription of Matcria~llipm~t
wehavewritiedthat~~arequipmtnt~inthissubmnittal(check~): [ ] Meetsthe l ’ spccifwsxld/orsllownoIltbe~Documents(noexccptioM)
[ ] Meusalltb / . sjlcciwsnd/orshownontbe-Docmnaas, except the following
fi&iti0n~for~lhaewouldbc[ ]an[ ]noadditiondcostand[ ]a[ ]noadittotltcSDUPD
upoaapprovrl(list~Md~~~di&nnees):
.
con~8Author&dS&gMtu~
,-
CHANGE ORDERREQUEST
DATE:
PROJECT:
coNTIacT#k
COR ti: --
General Contractor
SUBJECTZ
J
contack
Wenquert~t8~OtdCTk~forthe~~~~intht~n~~reopcofw~ The
nqocrkd~~otLteud/oreortofthe~~dk~~nclotiveoftheim~~~from~
, - descrkdscopeofwork TheciungebdescribedmfoN~
This requests the Contraa Sum to be (iicrased)(decrased) &I the amount of: S
The8bove~OUUtiSb8SdO11:
cl unitprices 0 -phrr cl Lumpmm
‘ftk requests tbc Contmet Time to be (bwased)(d~unWged) by ( ) cakndar &y~ I Thkcbmgelsaredtofz Cl scapcchnlce Cl c-w Cl mc-dftkn cl Document
Tbir~OrderRcgoertinleadcs~tSme~dcobr,bothdircct~diadirect,~tedrrtththechmgt.
APPROVEDBY=
conmlctor
constxllctlon manager
x
-heaItlve Yort lhrtcmr
CONTRACTOR CHANGE ORDERPRICING
PROJECT:
CONTRACT NO.:
CHANGE 0RDERNO.t
PRICING DATEi
\TOTAL
NET SUBTOTALS I MARK-UP (NET*O)
MARK-DOWN (NEWO)
CONTRACTOR’S COST/CREDIT TOTAL
Attach continuation sheetsas mcetssary
/
I
IS
SUBCONTRACTOR CHANGE ORDERPRICING
PROJECT:
CONTlUCT NO,:
CHANGE ORDZR NO.:
- PRICING DApm
~NFT SUBTOTALS I I
C-1 ID ‘M=>(j)
‘9) OST/CREDlT TOTAL s kONTRACTOFi’S C
Attach continuation sheets as necessary
VOLUME 2 of 3
SPECIFICATIONS - DIVISIONS 15-16
for
CARLSBAD CITY LIBRARY
for
CITY OF CARLSBAD
at
6925 El Camino Real
Carlsbad, California 92008
Prepared by:
CardweMUlcGraw Architects
McGraw/Baldwin Architects
Architecture Planning Interiors
701 B Street, Suite 200
San Diego, California 92101
Telephone: 619-231-0751
Fax: 619-231-4396
CardwellIThomas & Associates / Architects
1221 Second Avenue, Suite 300
Seattle, Washington 98101
Telephone: 206-622-2311
Fax: 206-442-9165
Project No. 96013
October 20, 1997
f-’
Project Name: Carl&d City Library
Location: Carl&ad, California
Owner: City of Carl&d
Owner’s Representative: John J. Cahill Project Manager
Ciiy of Car&bad 2075 Las Palmas Drive
Carlsbad, California 920094858
Owner’s Representative during Bidding and Construction:
Bill Bowdle
Bilbro & Giffin Construction Management
750 B Street, Suite 1880
San Diego, CA 92101
Phone: 814595-7800
Fax: 6195957812
All bidding inquiries shall be
directed only to:
Owner’s Consultants:
Norm Luker
CardwelVMcGraw Architects
701 B Street, Suite 200
San Diego, California 92101
Phone: 81 g-231-0751 Fax: 819231-4398
Architect:
Don Hansen
CardwelVMcGraw Architects 701 B Street, Suite 200
San Diego, California 92101 Phone: 81 g-231-0751
Fax: 819-231-4398
20 October 1997
Carlsbad Library 98013
Consultants of
CardwelWulcGraw Architects: Structural/Civil:
Matt Martinez - Structural
Lloyd Jefferies - Civil
Blaylock Engineering Group 1775 Hancock Street, Suite 250
San Diego, California 92110
Phone: 8195434719
Fax: 819-543-0667
Mechanical:
Dave Chin
Sdvier Siskowic Engineering, Inc.
4375 Jutland Drive, Suite 100
San Diego, California 92117
Phone: 819-581-2181
Fax: 819-581-2028
Electrical:
Chris Murphy
Van Buuren Kimper Engineering
5030 Camino De La Siesta, Suite 301
San Diego, California 92108
Phone: 819-291-9980
Fax: 819-291-8389
Landscaoe:
l&y Hemandez
Spurlock Pokier
710 13’h Street, No. 315
San Diego, California 92101
Phone: 814233-3324 ’
Fax: 819-233-8258
Cost Estimating
Mike Skerritt
Construction Analysts, Inc.
2225 Faraday Avenue, Suite A Carlsbad, California 92008 Phone: 619-431-9555
Fax: 619-431-7512
20 October 1997 Carlsbad Library 2 96013
20 October 1997
Carlsbad Library
Lisa Penine
Cibola Systems
1118 East 17’h Street
Santa Ana, California 92701 Phone: 714480-0272
Fax: 714-480-0788
Interior Desian:
Polly McArthur
Polly McArthur Interior Design
1101 East Pike
Seattle, Washington 98122 Phone: 802-322-6229
Fax: 602-322-6345
3 96013
f--
,-
TABLE OF CONTENTS
VOLUME 2 OF 3
PROJECT DIRECTORY
DIVISION 01 - GENERAL REQUIREMENTS
01010 Summary of Work
01027 Application for Payment
01035 Changes To Work
01040 Coordination
01042 Coordination of Public Art Work
01045 Cutting And Patching
01050 Field Engineering
01095 Reference Standards & Definitions
01100 Special Project Procedures
01200 Project Meetings
01300 Submittals
01315 Schedules and Reports
01350 Mockups
01400 Quality Control
01410 Testing Laboratory Services
01420 Roofing and Waterproofing Inspection Services
01510 Temporary Facilities
01600 Material and Equipment
01630 Substitutions and Product Options
01700 Project Closeout
01710 Final Cleaning
01720 Project Record Documents
01730 Operating and Maintenance Data
01740 Guarantees, Bonds, Service and Maintenance
01800 Mobilization
DIVISION 02 - SITEWORK
02276 Crib Type Retaining Walls
02515 Concrete Unit Pavers
02517 Granite Pavers and Bollards
02723 Drain System Filters
02810 Landscape Irrigation
02900 Landscape Planting
DIVISION 03 - CONCRETE
03100 Concrete Formwork
03200 Concrete Reinforcement
03300 Cast-In-Place Concrete
03350 Special Concrete Finishes
03490 Glass-Fiber-Reinforced Precast Concrete
20 October 1997 Table of Contents, Volume 2
Carlsbad City Library 1 96013
DIVISION 04 - MASONRY
04220 Concrete Unit Masonry
04415 Interior Stonework
DIVISION 05 - METALS
05100 Structural Steel
05300 Metal Decking
05400 Lightgage Metal Framing
05500 Metal Fabrications
05712 Steel Stair System
05720 Handrails and Railings
05810 Expansion Joint Covers
DIVISION 06 - WOOD
06111 Rough Carpentry
06400 Architectural Woodwork
- DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07115 Sheet Waterproofing
07200 Building Insulation
07225 Lightweight Insulating Concrete Roof Insulation System
07270 Firestopping
07320 Clay Roofing Tiles
07410 Copper Cladding
07535 Modified Bitumen Roofing Systems
07620 Flashing and Sheet Metal
07720 Roof Accessories and Specialties
07820 Metal Framed Skylights
07920 Sealants
DIVISION 08 - DOORS AND WINDOWS
08110 Metal Doors and Frames
08210 Wood Doors
08305 Access Doors
08335 Rolling Counter Shutter
08465 Sliding Door Operator
08511 Steel Windows and Doors
08520 Aluminum Windows
08710 Finish Hardware
08800 Glazing
20 October 1997
Carlsbad City Library
Table of Contents, Volume 2
2 96013
,-
DIVISION 09 - FINISHES
09100 Metal Support Systems
09200 Lath and Plaster
09250 Gypsum Wallboard
09262 Gypsum Sheathing
09270 Gypsum Board Shaft System
09330 Ceramic Tile
09510 Acoustical Ceilings
09520 Acoustical Wall System
09545 Wood Ceilings
09550 Wood Flooring
09650 Resilient Flooring
09680 Carpeting
09800 Elastomeric Coating
09900 Painting
09950 Wall Covering
DIVISION 10 - SPECIALTIES
10005 Key Lock Boxes
10100 Visual Display Boards
10155 Toilet Partitions
10200 Metal Wall Louvers
10270 Access Flooring
10350 Flagpoles
10410 Display Cases
10425 Signs
10520 Fire Fighting Equipment
10650 Operable Partitions
10700 Motorized Louvers
10750 Telephone Specialties
10800 Toilet Accessories
DIVISION 11 - EQUIPMENT
11026 Wall Safes
11050 Library Equipment
11055 Book and Video Returns
11061 Stage Rigging and Curtains
11132 Projection Screens
11452 Appliances
DIVISION 12 - FURNISHINGS
12505 Shutters 12512 Horizontal Louver Blinds
12530 Drapery and Curtain Hardware
12710 Auditorium Seating
20 October 1997 Table of Contents, Volume 2
Carlsbad City Library 3 96013
(Division 13 Not Used)
DIVISION 14 - CONVEYING SYSTEMS
14212 Hydraulic Passenger Elevators
END OF VOLUME 2 TABLE OF CONTENTS
20 October 1997
Carlsbad City Library Table of Contents, Volume 2
4 96013
.p-
,-
/--
SECTION 01010
SUMMARY OF WORK
PAK I - - -- 1 - GENERAL
1.01
A.
1.02
A.
B.
RELATED DOCUMENTS
Documents affecting work of this Section include, but are not necessarily limited to, the
Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of
these Specifications, and the Drawings.
WORKCOVEREDBYCONTRACTDOCUMENTS
Work of this Contract comprises general construction required for construction of
Carlsbad City Library, Carlsbad, California.
The work shall be performed in accordance with Applicable code Requirements and
applicable requirements of all other regulatory agencies, including, but not limited to, the
following:
1.
2.
3.
4.
5.
6.
7.
8.
9.
Federal Occupational Safety and Health Administration, 1990.
The 1994 Edition of the Uniform Building code and 1992 California Amendments (92
California Building Code - Part 2, Title 24, CCR).
The 1990 Edition of the National Electric Code, and 1990 California Amendments (91
California Electrical Code - Part 3, title 24, CCR.
The 1991 Edition of the Uniform Mechanical Code and 1992 California Amendments
(92 California Mechanical code - Part 4, Title 24, CCR).
The 1991 Edition of the Uniform Plumbing Code, and 1992 California Amendments
(92 California Plumbing Code - Part 5, Title 24, CCR).
The 1994 Edition of the Uniform Building Code Standards.
California Code of Regulations, California Administrative Code Title 24, 1992 Edition.
California Health and Safety Code.
National Fire Protection Association (NFPA), “Life Safety Code”, NFPA 101, 1991
Edition.
10. Uniform Fire Code, 1991 Edition, (Part 9, Title 24, CCR, 1992 Edition).
11. NFPA 13, 1989 Edition, NFPA 14, 1990 Edition, NFPA 24, 1987 Edition.
12. Americans with Disabilities Act (ADA) 1990, Title 3 and the Uniform Federal Accessibility Standard (UFAS/ANSI 117.1).
20 October 1997 Summary of Work Carlsbad City Library 01010-1 96013
13. National Earthquake Hazardous Reduction Program (NEHRP).
14. LPG Leak Detectors, Health and Safety Code 13117(a).
15. LPG Automatic High Pressure Shutoff Devices, Health and Safety Code 13117 (a).
1.03 SAFETY REQUIREMENTS
A. All components-and systems of the facility as well as all construction procedures, ma-
terials, and equipment, whether installed as an integral part of the facility or merely
employed incidental to the construction process, shall in all aspects comply with the latest
requirement of OSHA (Occupational Safety and Health Act) and/or any other regulating
body having jurisdiction. During the entire construction period, it shall be the responsibili-
ty of the Contractor to maintain conditions at the job site so as to meet in all respects the
requirements of the Occupational Safety and Health Act, OSHA. This provision shall
cover the Contractors employees and all other persons working upon or visiting the site.
To this end, the Contractor shall inform himself and his representative of OSHA
standards.
END OF SECTION
20 October 1997
Carlsbad City Library
Summary of Work
0101 o-2 96013
SECTION 01027
APPLICATION FOR PAYMENT
PART 1 - GENERAL
1 .Ol RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not necessarily limited to, the
Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of
these Specifications, and the Drawings.
1.02 SCHEDULE OF VALUES
A. The format and detail included in the schedule of values must be approved by the
construction Manager prior to submitting the first Application For Payment.
B. Coordinate preparation of the Schedule of Values with preparation of the Contractor’s
Construction Schedule.
C. Each prime Contractor shall coordinate preparation of its Schedule of Values for its part
of the Work with preparation of the Contractors’ Construction Schedule.
1. Correlate line items in the Schedule of Values with other required administrative
schedules and forms, including:
a.
b.
C.
d.
e.
f.
9.
h.
Contractor’s construction schedule.
Application for Payment form.
List of subcontractors.
Schedule of allowances.
Schedule of alternates.
List of products.
List of principal suppliers and fabricators.
Schedule of submittals.
2. Submit the Schedule of Values to the Construction Manager on the 25th day of the
month, but in no case later than 7 days before the date scheduled for submittal of
the initial Application for Payment.
D. Format and Content: Use the Project Manual Table of Contents as a guide to establish
the format for the Schedule of Values.
1. Identification: Include the following Project identification on the Schedule of Values:
20 October 1997 Application for Payment
Carlsbad City Library 01027-l 96013
a. Project name and location.
b. Name of the Architect.
c. Project number.
d. Contractors name and address.
e. Date ofsubmittal.
2. Arrange the Schedule of Values in a tabular form with separate columns to indicate
the following for each item listed:
a. Generic name.
b. Related Specification Section.
C. Name of subcontractor.
d. Name of manufacturer or fabricator.
e. Name of supplier.
f. Change Orders (numbers) that have affected value.
9. Dollar value.
h. Percentage of Contract Sum to the nearest one-hundredth percent, adjusted to
total 100 percent.
3. Provide a breakdown of the Contract Sum in sufficient detail to facilitate continued
evaluation of Applications for Payment and progress reports. Break principal
subcontract amounts down into several line items.
4. Round amounts off to the nearest whole dollar; the total shall equal the Contract
Sum.
5. For each part of the Work where an Application for Payment may include materials
or equipment, purchased or fabricated and stored, but not yet installed, provide
separate line items on the Schedule of Values for initial cost of the materials, for
each subsequent stage of completion, and for total installed value of that part of the
Work.
6. Refer to contract for terms regarding payment for mobilization.
7. Schedule Updating: Update and resubmit the Schedule of Values when Change
Orders or Construction Change Directives result in a change in the Contract Sum.
20 October 1997
Carlsbad City Library
Application for Payment
01027-2 96013
1.03 APPLICATIONS FOR PAYMENT
A. Each Application for Payment shall be consistent with previous applications and
payments as certified by the Architect and paid for by the Owner.
1. The initial Application for Payment, the Application for Payment at time of Substantial
Completion, and the final Application for Payment involve additional requirements.
B. Payment Application Times: Each progress payment date is as indicated in the
Agreement. The period of construction Work covered by each Application or Payment
is the period indicated in the Agreement.
C. Payment Application Forms: Use AIA Document G 702 and Continuation Sheets G 703
as the form for Application for Payment.
D. Application Preparation: Complete every entry on the form, including notarization and
execution by person authorized to sign legal documents on behalf of the Owner.
Incomplete applications will be returned without action.
1. Entries shall match data on the Schedule of Values and Contractor’s Construction
Schedule. Use updated schedules if revisions have been made.
2. Include amounts of Change Orders and Construction Change Directives issued prior
to the last day of the construction period covered by the application.
E. Transmittal: Submit 5 executed copies of each Application for Payment to the
Construction Manager by means ensuring receipt within 24 hours; one copy shall be
complete, including waivers of lien and similar attachments, when required.
I. Transmit each copy with a transmittal form listing attachments, and recording
appropriate information related to the application in a manner acceptable to the
Construction Manager.
F. Waivers of Mechanics Lien: With each Application for Payment, General Contractor shall
submit waivers of mechanics lien and related to the Work covered by the payment.
G. Initial Application for Payment: Administrative actions and submittals that must precede
or coincide with submittal of the first Application for Payment include the following:
1. List of subcontractors.
2. List of principal suppliers and fabricators,
3. Schedule of Values.
4. Contractors Construction Schedule (preliminary if not final).
5. Schedule of principal products.
6. Schedule of unit prices.
20 October 1997 Application for Payment
Carlsbad City Library 0 1027-3 96013
7. Submittal Schedule (preliminary if not final).
8. List of Contractor’s staff assignments.
9. List of Contractor’s principal consultants.
10. Copies of authorizations and licenses from governing authorities for performance of
the Work.
H. Application for Payment at Substantial Completion: Following issuance of the Certificate
of Substantial Completion, submit an Application for Payment; this application shall reflect
any Certificates of Partial Substantial Completion issued previously for Owner occupancy
of designated portions of the Work.
I. Administrative actions and submittals that shall proceed or coincide with this application
include:
1. Occupancy permits and similar approvals.
2. Warranties (guarantees) and maintenance agreements.
3. Test/adjust/balance records.
4. Maintenance instructions.
5. Meter readings.
6. Start-up performance reports.
7. Change-over information related to Owner’s occupancy, use, operation and
maintenance.
8. Final cleaning.
9. Application for reduction of retainage, and consent of surety.
IO. Advice on shifting insurance coverages.
11. Final progress photographs.
12. List of incomplete Work, recognized as exceptions to Architect’s Certificate of
Substantial Completion.
J. Final Payment Application: Administrative actions and submittals which must precede
or coincide with submittal of the final payment Application for Payment include the
following:
1. Completion of Project closeout requirements.
2. Completion of items specified for completion after Substantial Completion.
20 October 1997 Application for Payment
Carlsbad City Library 01027-4 96013
3.
4.
5.
6.
7.
8.
9.
10.
11.
Assurance that unsettled claims will be settled.
Assurance that Work not complete and accepted will be completed without undue
delay.
Transmittal of required Project construction records to Owner.
Certified property survey.
Proof that taxes, fees and similar obligations have been paid.
Removal of temporary facilities and services.
Removal of surplus materials, rubbish and similar elements.
Change of door locks to Owner’s access.
Conditional Upon Payment Lien Waivers from the General Contractor, Subcontrac-
tors and their subcontractors and suppliers who have lien rights.
.F--
20 October 1997 Application for Payment
Carlsbad City Library 0 1027-5
END OF SECTION
96013
SECTION 01035
CHANGES TO WORK
PART I - GENERAL
1.01 RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not necessarily limited to, the
Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of
these Specifications, and the Drawings.
1.02 MINOR CHANGES IN THE WORK
A. Supplemental instructions authorizing minor changes in the Work, not involving
adjustment to Contract Sum or Time, will be issued by the Construction Manager.
I .03 CHANGE ORDER PROPOSAL REQUESTS
A. Proposal requests that require adjustment to the Contract Sum or Time if accepted, will
be issued by the Construction Manager, with a detailed description of the proposed
change and supplemental or revised Drawings and Specification. Proposal requests are
for information only and shall not be considered as instruction to stop work in progress,
or to execute the change.
I. Unless otherwise indicated, within ten days of receipt, submit an estimate of cost to
execute the change.
a. Submit all quotes from Subcontractors and subcontractors and suppliers.
b. Include a list of quantities of products to be purchased and unit costs, along with
the amount of purchases to be made. If requested, furnish survey data to
substantiate quantities.
C. Indicate applicable taxes, delivery charges, equipment rental, and amounts of
trade discounts and Contractor’s and Subcontractors mark-up.
d. Include a statement indicating the effect the proposed change in the Work will
have on the Contract time.
e. The Western Edition of the R.S. Means Estimating Guides will be used as a
base for all Change Proposal.
1.04 CONTRACTOR INITIATED CHANGE ORDER PROPOSAL REQUESTS
A. When unforseen conditions require modifications to the Contract, the Contractor may
propose changes by submitting a request to the Construction Manager.
20 October 1997
Carlsbad City Library
Changes to Work
01035-I 96013
I. Include a statement outlining reasons for the change. Provide a complete
description of the change. Indicate effect of the proposed change on the Contract
Sum and Time.
2. Include a list of quantities of products to be purchased and unit costs, along with
amount of purchases to be made. If requested, furnish survey data to substantiate
quantities.
3. Indicate applicable taxes, delivery charges, equipment rental, and amounts of trade
discounts.
4. Comply with requirements in Section 01630 if the change requires substitution of one
product or system for product or system specified.
5. The Western Edition of the R.S. Means Estimating Guides will be used as a base for
all Change Proposal.
B. Change in Scope: Submit claims for increased costs because of change in scope or
nature of the allowance described in contract documents, whether for purchase amount
or Contractor’s handling, labor, installation, overhead and profit, within 10 days of receipt
of change order or construction change directive authorizing work to proceed. Claims
submitted later than 10 days will be rejected.
I. Change order cost amount shall not include Contractor’s or subcontractors indirect
expense except when clearly demonstrated that the nature or scope of work required
was changed from what could have been foreseen from the allowance description
and other information in contract documents.
2. No change to the Contractor’s indirect expense is permitted for selection of higher
or lower priced materials or systems, of the same scope and nature as originally
indicated.
1.05 CONSTRUCTION CHANGE DIRECTIVE
A. When the Owner and Contractor are not in agreement on terms of a Change Order
Proposal Request, the Construction Manager may issue Construction Change Directive
instructing the Contractor to proceed with a change, for subsequent inclusion in a Change
Order.
I. Construction Change Directive will contain a complete description of the change and
designate method to be followed to determine change in the Contract Sum or Time.
2. Documentation: Maintain detailed records on a time and material basis of work
required by the Construction Change Directive. Time and material tickets are to be
signed by the Construction Manager on a daily basis.
3. After completion of the change submit an itemized account and supporting data
necessary to substantiate cost and time adjustments to the Contract.
20 October 1997
Carlsbad City Library
Changes to Work
01035-2 96013
B. The cost or credit to the Owner resulting from a change in the work, shall be determined
by mutual acceptance of a lump sum. Each change in Contract Price shall be itemized
and submitted for approval in the following format:
I. Materials (attached itemized
quantity, unit cost)
2. Equipment *
3. Labor (attached itemized hours
and rates **
4. Subtotal
5. Subcontractor overhead and
profit at _ %
6. P.L., P.D., Compensation Insurance,
Social Security, and Unemployed
Taxes ( of Item 3)
7. Sales tax:
8. Subtotal
9. General Contractor’s Overhead
and Profit at -%
IO. Subtotal
Il. Bond Premium (not to exceed I %
of Item IO, where applicable)
12. Total
* Major equipment or rentals only, small tools to be included in Item 5.
** Direct field labor only, general supervision to be included in Item 5.
C. Upon approval of price quotation, a City of Carlsbad Change Order, will be issued to
modify the Contract Documents.
D. No Change Orders or modifications to the Contract shall be valid without the signatures
of the parties to the Contract.
END OF SECTION
20 October 1997
Carlsbad City Library
Changes to Work
010353 96013
SECTION 01040
COORDINATION
PART I - GENERAL
I .OI RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not necessarily limited to, the
Agreement, General Conditions, Supplementary Conditions, Sections in Division I of
these Specifications, and the Drawings.
1.02 COORDINATION
A. Coordination: Coordinate activities included in various Sections to assure efficient and
orderly installation of each component. Coordinate operations included under different
Sections that are dependent on each other for proper installation and operation.
I. Where installation of one component depends on installation of other components
before or after its own installation, schedule activities in the sequence required to
obtain the best results.
2. Where space is limited, coordinate installation of different components to assure
maximum accessibility for maintenance, service and repair.
3. Make provisions to accommodate items scheduled for later installation.
B. Prepare memoranda for distribution to each party involved outlining required coordination
procedures. Include required notices, reports, and attendance at meetings.
I. Prepare similar memoranda for the Owner and separate Contractors where
coordination of their Work is required.
C. Administrative Procedures: Coordinate scheduling and timing of administrative
procedures with other activities to avoid conflicts and ensure orderly progress. Such
activities include:
I. Preparation of schedules.
2. Installation and removal of temporary facilities.
3. Delivery and processing of submittals.
4. Progress meetings.
5. Project closeout activities.
D. Coordination Drawings: Prepare Coordination Drawings where close coordination is
required for installation of products and materials fabricated off-site by separate entities,
20 October 1997 Coordination
Carlsbad City Library 01040-l 96013
and where limited space necessitates maximum utilization of space for efficient
installation of different components.
1. Show relationship of components shown on separate Shop Drawings.
2. Indicate required installation sequences.
3. Refer to Division-l 5 and Division-l 6 for requirements for mechanical and electrical
installations-
E. Staff Names: Within 10 days of Notice to Proceed, submit a list of Contractor’s staff
assignments, including Superintendent and personnel at the site; identify individuals, their
duties and responsibilities, addresses and telephone numbers.
1. Post copies in the Project meeting room, the field office, and at each temporary
telephone.
F. Inspection of Conditions: The Installer of each component shall inspect the substrate and
conditions under which Work is performed. Do not proceed until unsatisfactory conditions
have been corrected.
G. Manufacturer’s Instructions: Comply with manufacturer’s installation instructions and
recommendations, to the extent that they are more stringent than requirements in Contract Documents.
H. Inspect material immediately upon delivery and again prior to installation. Reject
damaged and defective items.
I. Provide attachment and connection devices and methods necessary for securing each
construction element. Secure each construction element true to line and level. Allow for
expansion and building movement.
J. Visual Effects: Provide uniform joint widths in exposed Work. Arrange joints to obtain
the best effect. Refer questionable choices to the Architect for decision.
K. Recheck measurements and dimensions, before starting installation.
L. Install each component during weather conditions and project status that will ensure the
best results. Isolate each part from incompatible material as necessary to prevent
deterioration.
M. Coordinate temporary enclosures with inspections and tests, to minimize uncovering
completed construction for that purpose.
N. Mounting Heights: Where mounting heights are not indicated, install components at
standard heights for the application indicated. Refer questionable decisions to the
Architect.
20 October 1997
Carlsbad City Library
Coordination
01040-2 96013
0. Cleaning and Protection: During handling and installation, clean and protect construction
in progress and adjoining materials in place. Apply protective covering where required
to ensure protection from damage or deterioration at Substantial Completion.
1. Clean and maintain completed construction as often as necessary through the
construction period. Adjust and lubricate operable components to ensure operability
without damaging effects.
2. Limiting Exposures: Supervise operations to ensure that no part of construction,
completed or in progress, is subject to harmful or deleterious exposure. Such
exposures include:
a. Excessive static or dynamic loading.
b. Excessive internal or external pressures.
C. Excessive weathering.
d. Excessively high or low temperatures or humidity.
e. Air contamination or pollution.
f. Water or ice.
g. Chemicals or solvents.
h. Heavy traffic, soiling, staining and corrosion.
i. Rodent and insect infestation.
j. Unusual wear or other misuse.
k. Contact between incompatible materials.
I. Theft or vandalism.
END OF SECTION
20 October 1997
Carlsbad City Library
Coordination
0 1040-3 96013
SECTION 01042
COORDINATION OF PUBLIC ART WORK
PART 1 - GENERAL
1 .Ol RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not necessarily limited to, the
Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of these Specifkxtions, and the Drawings.
1.02 COORDINATION
A. Coordination: A&ities include efficient and orderly installation of pieces of Public Artwork
as indicated and coordination with Artists during Atii installation of artwork as indicated.
Coordinate operations included under different Sections that are dependent on each other
for proper installation and operation.
1. Where installation of one component depends on installation of other components
before or after its own installation, schedule actiiis in the sequence required to
obtain the best results.
2. Where space ls limited, coordinate installation of different components to assure
mtimum accessibility for maintenance, sen&e and repair.
3. Make provisions to accommodate items scheduled for later installation.
B. Prepare memoranda for distribution to each party involved outlining required coordination procedures. Include required notices, reports and attendance at meetings.
1. Prepare similar memoranda for the Owner, Architect, Artii and separate Contractors
where coordination of their Work is required.
C. Administrative Procedures: Coordinate scheduling and timing of administrative procedures
with other activities to avoid conflicts and ensure orderly progress. Such activities include:
1. Preparation of schedules.
2. Installation and remoml of temporary facilities.
3. Delivery and processing of submittals.
4. Progress meetings.
5. Project close-out activities.
1.03 SUBMITTALS
A. Coordination Drawings: Prepare Coordination Drawings for installation of artwork
fabricated off-site by separate entities.
1. Show relationship of components shown on Shop Drawings.
20 October 1997 Coordination of Public Artwork Carlsbad City Library 01042 - 1 96013
2. Indicate required installation sequences.
PART 2 - PRODUCTS
Not applicable.
PART 3 - EXECUTION
3.1 GENERAL INSTALLATION PROVISIONS
A. Inspection of Conditions: The installer of each piece of Public Artwork shall inspect the
substrate and conditions under which Work is performed. Do not proceed until
unsatisfactory wnditiins have been corrected.
B. Manufacturer’s Instructions: Comply with manufacturers installation instructions and
recommendations, to the etient that they are more stringent than requirements in Contract Documents.
C. Inspect material immediately upon delivery and again prior to installation. Notify Architect
and Artist of damaged and defectii items.
D. Provide attachment and connection devices and methods necessary to securing each
construction element. Secure each wnstructiin element true to line and level. Allow for
expansion and building movement.
E. Visual Effects: Provide uniform joint widths in exposed Work. Arrange joints to obtain the
best effect, Refer questionable choices to the Archlect for decision.
F. Recheck measurements and dimensions before starting installation.
G. Install each component during weather conditions and project status that will ensure the
best results. Isolate each part from incompatible material as necessary to prevent
deterioration.
H. Coordinate temporary enclosures with inspections and tests, to minimize uncovering completed construction for that purpose.
3.2 PUBLIC ARTWORK AND ARTISTS
A. Artist: Deloss McGraw
1. Description: Deloss McGraw has provided paintings, sculptures and manuscripts to
the City. The City will be responsible for the installation of this work in the library.
2. Work in the Contract Documents:
a. Provide concrete bases for sculptures per site plan A.3 and details. Provide four
(4) recesses on top of each base for installation of epoxy-grouted anchors.
b. Provide backing in wall for hanging of paintings, shown in interior elevations.
c. Provide lockable display case in Room 143 per interior elevations and details.
20 October i 997 Coordination of Public Artwork Cartsbad City Library 01042 - 2 96013
I-
d. Within one month of Notice to Proceed, provide a schedule for installation of the
works to the Clty Arts Dffii.
e. City Arts Dffii: Coordinate the installation of the works with work of the General
Contract. Protect the work after installed until the Project is turned over to the City.
4. Work by the City Arts Dffii: Reframe and hang paintings. Transport sculptures and
install sculptures and anchors on concrete bases. Transport manuscript and install in
display case.
5. Work by the Artist: None required.
B. Artii: Ellen Ziegler
1. Description: Ellen Ziegler will design and provide a can& stone water feature
complete with fountain equipment. The stone is approtimately 10’ x 5’ x 36” high. The
water feature will consist of a submersible pump and filter system located in the
ground adjacent to the stone. Ellen Ziegler is also providing fiw (5) glazed ceramic tiles to be installed on the east elevation of the auditorium and gallery as shown on the
elevations.
2. Work in the General Contract:
a. Provide a recessed thickened slab foundation for the stone per Architectural and structural plans. Provtde utilitiis stubbed out in the area of the sump per
Architectural, Electrical and Plumbing plans.
b. Provide fr& (5) square recessed areas at stucco finish to accommodate flush
installation of tiles where shown on exterior elevations.
c. Within one month after notice to proceed, provide a schedule for delivery and
installation of the works to the City Arts Offi. Coordinate schedule with artist’s lead times for fabrications of the work.
d. Coordinate the installation of the work with Work of the General Contract. Allow
for access to the Siie of the Work for truck and crane.
e. Protect the work after delivery until the Project is turned over to the City.
3. Work by the City Arts Office: None required.
4. Work by the Artist:
a. Install fNe (5) ceramic tiles at stucco wall.
b. Respond to Contractor’s requests for additional project information as needed for
General Contractors coordination of the Work.
c. Deliver and place carved stone on dates scheduled by the Contractor.
d. Design, install pump systems, make connections to stubbed out utilities.
e. Test and adjust the water works and controls.
20 October 1997 Coordination of Public Artwork
Cartsbad City Library 01042-3 96013
C. Artii: Jan Sanchez
1. Description: Jan Sanchez will provide copper and brass lattice panels at the arcade
and at the south elevation of the Library. The panels are constructed of copper and brass sheet metal and copper tube structural frames. The frames will be mounted to
the building with brackets fabricated of stainless steel.
2. Work in theGeneral Contract:
a.
b.
C.
d.
e.
f.
Provide stainless steel anchors at locations shown in exterior elevations and
details.
Provide and install stainless steel brackets on lattice frames with artist’s
supervision. Lit lattice panels into place with artist’s observation and make
connection to the building-mounted anchors.
Provide layout area as requested by artist for artist’s final adjustment of pieces
prior to installation.
WRhin one month after notice to proceed, provide a schedule for delivery and
installation of the works to the City Arts Office. Coordinate schedule with artist’s lead times for fabrication of the Work.
Coordinate the installation of the work’with Work of the General Contract. Allow
for access to the Site of the work for truck and crane.
Protect the work after delivery until the Project is turned over to the City.
3. Work by the City Arts office: None required.
4. Work by the Artist:
a. Provide verification of all building-mounted anchor locations a minimum of two
months prior to scheduled installation of lattice panels.
b. Respond to Contractor’s requests for additional project information as needed for
General Contractor’s coordination of the Work.
c. Provide lattice panels on-site and ready to install on date scheduled by the
General Contractor.
3.3 CLEANING AND PROTECTION
A. During handling and installation, clean and protect construction in progress and adjoining
materials in place. Apply protectit covering where required to ensure protection from
damage or deterioration at Substantial Completion,
1. Clean and maintain completed construction as often as necessary through the
construction period.
20 October 1997 Carlsbad City Library Coordination of Public Artwork
01042-4 96013
a.
b.
C.
d.
e.
f.
9.
h.
i.
j.
k.
I.
Exessive static or dynamic loading.
Exxssive internal or external pressures.
Ezessive weathering.
Ex%sively high or low temperatures or humidity.
Air contamination or pollution.
Water or ice.
Chemicals or solvents.
Heavy traffic, soiling, staining and corrosion.
Rodent and insect infestation.
Unusual wear or other misuse.
Contact between incompatible materials.
Theft or vandalism.
END OF SECTION
2. Limiting Exposures: Supervise operations to ensure that not part of wnstructiin,
completed or in progress, is subject to harmful or deleterious exposure. Such
exposures include:
20 October 1997
Carlsbad City Library
Coordination of Public Artwork
01042 - 5 96013
SECTION 01045
CUTTING AND PATCHING
PART 1 - GENERAL
1 .Ol RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not necessarily limited to, the
Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of
these Specifications, and the Drawings.
1.02 GENERAL
A. Refer to other Sections of these Specifications, including Divisions-l 5 and -16, for
specific requirements and limitations applicable to cutting and patching individual parts
of the Work.
B. Cutting and Patching Proposal: Where approval of procedures is required before
proceeding, submit a proposal describing procedures in advance of the time cutting and
patching will be performed. Include the following information, as applicable:
1. Describe the extent of cutting and patching required and how it is to be performed;
indicate why it cannot be avoided.
2. Describe anticipated results; include changes to structural elements and operating
components and changes in the building’s appearance and other visual elements.
3. List products to be used and entities that will perform Work.
4. Indicate dates when cutting and patching is to be performed.
5. List utilities that will be disturbed, including those that will be relocated and those that
will be temporarily out-of service. Indicate how long service will be disrupted.
6. Approval by the Architect to proceed does not waive the Architect’s right to later
require complete removal and replacement of Work found to be unsatisfactory.
C. Operational and Safety Limitations: Do not cut and patch operating elements or safety
components in a manner that would reduce their capacity to perform as intended, or
would increase maintenance, or decrease operational life or safety. Obtain approval of
the cutting and patching proposal before cutting and patching operating elements or
safety related systems:
D. Visual Requirements: Do not cut and patch construction exposed on the exterior or in
occupied spaces, in a manner that would reduce the building’s aesthetic qualities, or
result in visual evidence of cutting and patching. Remove and replace Work cut and
patched in a visually unsatisfactory manner.
20 October 1997
Carlsbad City Library
Cutting and Patching
01045-I 96013
E.
F.
G.
H.
I.
J.
K.
L.
Materials: Use materials identical to existing materials. If identical materials are not
available or cannot be used where exposed surfaces are involved, use materials that
match existing adjacent surfaces to the fullest extent possible. Use materials whose
performance will equal or surpass of existing materials.
Inspection: Before cutting, examine surfaces to be cut and patched and conditions under
which cutting and patching is to be performed. Take corrective action before proceeding,
if unsafe or unsatisfactory conditions are encountered.
Temporary Support: Provide temporary support of Work to be cut.
Protection: Protect existing construction during cutting and patching to prevent damage.
Provide protection from adverse weather conditions for portions that might be exposed
during cutting and patching operations.
Avoid interference with use of adjoining areas or interruption of free passage to adjoining
areas.
Take all precautions to avoid cutting existing pipe, conduit or ductwork serving the
building, but scheduled to be removed or relocated until provisions have been made to
bypass them.
Performance: Employ skilled workmen to perform cutting and patching. Proceed with
cutting and patching at the earliest feasible time and complete without delay.
1. Cut existing construction to provide for the installation of other components or the
performance of other construction activities and the subsequent fitting and patching
required to restore surfaces to their original condition.
Cutting: Cut existing construction using methods least likely to damage elements to be
retained or adjoining construction. Where possible review procedures with the original
installer; comply with the original installer’s recommendations.
1. Where cutting is required use hand or small power tools designed for sawing or
grinding, not hammering and chopping. Cut holes and slots to size required with
minimum disturbance of adjacent surfaces. Temporarily cover openings when not
in use. To avoid marring existing finished surfaces, cut or drill from the exposed or
finished side into concealed surfaces.
2. Cut through concrete and masonry using a cutting machine such as a Carborundum
saw or diamond core drill.
3. Comply with requirements of applicable sections of Division-2 where cutting and
patching requires excavating and backfilling.
4. By-pass utility services such as pipe or conduit, before cutting, where services are
shown or required to be removed, relocated or abandoned. Cut-off pipe or conduit
in walls or partitions to be removed. Cap, valve or plug and seal the remaining
portion of pipe or conduit to prevent entrance of moisture or other foreign matter
after by-passing and cutting.
20 October 1997 Cutting and Patching
Carlsbad City Library 01045-2 96013
M. Patching: Patch with durable seams that are as invisible as possible. Comply with
specified tolerances.
1. Where feasible, inspect and test patched areas to demonstrate integrity of the
installation.
2. Restore exposed finishes of patched areas and extend finish restoration into retained
adjoining construction in a manner that will eliminate evidence of patching and
refinishing.
3. Where the removal of walls or partitions extends one finished area into another,
patch and repair floor and wall surfaces in the new space to provide an even surface
of uniform color and appearance. Remove existing floor and wall coverings and
replace with new materials, if necessary to achieve uniform color and appearance.
a. Where patching occurs in a smooth painted surface, extend final paint coat over
entire unbroken area containing the patch, after the patched area has received
primer and second coat.
4. Patch, repair or rehang existing ceilings as necessary to provide an even plane
surface of uniform appearance.
N. Cleaning: Thoroughly clean areas and spaces where cutting and patching is performed
or used as access. Remove paint, mortar, oils, putty and similar items. Thoroughly
clean piping, conduit and similar features before painting or finishing is applied. Restore
damaged pipe covering to its original condition.
J-
END OF SECTION
20 October 1997
Carlsbad City Library
Cutting and Patching
01045-3 96013
SECTION 01050
FIELD ENGINEERING
PART 1 - GENERAL
I .Ol RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not necessarily limited to, the
Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of
these Specifications, and the Drawings.
1.02 GENERAL
A. Project Record Documents: Submit a record of Work performed and record survey data
required under provisions of Sections “Submittals” and “Project Closeout”.
B. Surveyor: Engage a Civil Engineer or Land Surveyor registered in the State of California,
to perform land surveying required.
C. Verify layout information shown on the Drawings, in relation to the property survey and
existing benchmarks before proceeding to layout the Work. Protect existing benchmarks
and control points. Preserve permanent reference points during construction.
1. Do not change or relocate benchmarks or control points without prior written
approval. Report lost or destroyed reference points, or requirements to relocate
reference points because of necessary changes in grades or locations.
2. Promptly replace lost or destroyed project control points. Base replacements on the
original survey control points.
D. Existing Utilities and Equipment: The existence and location of underground utilities and
construction indicated as existing are not guaranteed. Before beginning sitework, verify
the existence and location of underground utilities and other construction.
1. Prior to construction, verify the location and invert elevation at points of connection
of sanitary sewer, storm sewer and water service piping.
E. Performance: Working from lines and levels established by the project drawings,
establish benchmarks and markers to set lines and levels at each story of construction
and where needed to properly locate each element. Calculate and measure required
dimensions within indicated or recognized tolerances. Do not scale Drawings to
determine dimensions.
1. Advise entities engaged in construction activities, of marked lines and levels provided
for their use. As construction proceeds, check every major element for line, level
and plumb.
F. Surveyor’s Log: Maintain a surveyor’s log of control and other surveys. Make this log
available for reference.
20 October 1997 Field Engineering
Carlsbad City Library 01050-l 96013
1. Record deviations from required lines and levels. Advise the Architect when
deviations that exceed indicated or recognized tolerances are detected. On record
Drawings, record deviations that are accepted and not corrected.
2. .On completion of foundation walls, major site improvements, and other construction
requiring field engineering services, prepare a certified survey showing dimensions,
locations, angles and elevations of construction and site Work.
G. Site Improvements: Locate and lay out site improvements, including pavements, stakes
for grading, fill and topsoil placement, utility slopes and invert elevations by instru-
mentation and similar appropriate means.
H. Building Lines and Levels: Locate and lay out batter boards for structures, building
foundations, column grids and locations, floor levels and control lines and levels required
for mechanical and electrical Work.
I. Existing Utilities: Furnish information necessary to adjust, move or relocate existing
structures, utility poles, lines, services or other appurtenances located in, or affected by
construction. Coordinate with local authorities having jurisdiction.
-J. Final Record Survey: Before Substantial Completion, prepare a final record survey
showing significant features for the Project. Include a certification, signed by the
Surveyor, to the effect that metes, bounds, lines and levels of the Project are accurately
positioned as shown on the survey.
END OF SECTION
20 October 1997
Carlsbad City Library
Field Engineering
01050-2 96013
SECTION 01095
REFERENCE STANDARDS AND DEFINITIONS
PART 1 - GENERAL
1 .Ol RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not necessarily limited to, the
Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of
these Specifications, and the Drawings.
1.02 DEFINITIONS
A. Basic Contract definitions are included in the Conditions of the Contract.
B. Indicated: Refers to graphic representations, notes or schedules on the Drawings;
Paragraphs or Schedules in the Specifications; and similar requirements in the Contract
Documents.
1. Where terms such as “shown, ” “noted,” “scheduled,” and “specified” are used, it is
to help locate the reference.
C. Directed: Terms such as “directed,” “requested,” “authorized,” “selected,” “approved,”
“required,” and “permitted” mean “directed by the Architect or Owners Representative,”
“requested by the Architect or Owner’s Representative,” and similar phrases.
/-
D. Approve: Used in conjunction with action on submittals, applications, and requests, is
limited to the Architect’s duties and responsibilities as stated in the Conditions of the
Contract.
E. Regulation: Includes laws, ordinances, statutes, and lawful orders issued by authorities
having jurisdiction, and rules, conventions, and agreements within the construction
industry that control performance of the Work.
F. Furnish: Means “supply and deliver, ready for unloading, unpacking, assembly,
installation, and similar operations.”
G. Install: Describes operations at site including “unloading, unpacking, assembly, erection,
anchoring, applying, working to dimension, protecting, cleaning, and similar operations.”
H. Provide: Means “furnish and install, complete and ready for use.”
I. Installer: “Installer” is the Contractor or an entity engaged by the Contractor, as an
employee, subcontractor, or contractor of lower tier for performance of a particular
construction activity, including installation, erection, application, and similar operations.
Installers are required to be experienced in the operations they are engaged to perform.
20 October 1997
Carlsbad City Library
Reference Standards & Definitions
01095-l 96013
J.
K.
L.
M.
0.
P.
1. The term “experienced,” when used with “Installer” means having a minimum of 6’
previous projects similar in size to this Project, and being familiar with precautions
required and with requirements of the authority having jurisdiction.
Project Site: Is the space available for construction activities, either exclusively or with
others performing other construction on the Project. The extent of the Project Site is
shown on the Drawings and may or may not be identical with the description of the land
upon which the Project is to be built.
Testing Laboratories: A “testing laboratory” is an independent entity engaged to perform
specific inspections or tests at the Project Site or elsewhere, and to report on and, if
required, to interpret results of those inspections or tests.
Specification Format: These Specifications are organized into Divisions and Sections
based on the Construction Specifications Institute’s 16-Division format and MASTER-
FORMAT numbering system.
Language: Language used in Specifications is the abbreviated type. Implied words and
meanings shall be interpreted as appropriate. Singular words will be interpreted as plural
and plural words interpreted as singular where applicable and the context so indicates.
1. Imperative language is used generally. Requirements expressed in the imperative
mood are to be performed by the Contractor. At certain locations in the text
subjective language is used to describe responsibilities that must be fulfilled indirectly
by the Contractor, or by others when so noted.
2. The words “shall be” shall be included by inference wherever a colon (:) is used
within a sentence or phrase.
Abbreviations and Names: Where such acronyms or abbreviations are used in the
Specifications or other Contract Documents, they mean the recognized name of the trade
association, standards-generating organization, authority having jurisdiction, or other
entity applicable to the context of the text provision. Refer to the “Encyclopedia of
Associations,” published by Gale Research Co., available in most libraries.
Permits, Licenses, and Certificates: For the Owner’s records, submit copies of permits,
licenses, certifications, inspection reports, releases, jurisdictional settlements, notices,
receipts for fee payments, judgments, and similar documents, correspondence, and
records established in conjunction with compliance with standards and regulations
bearing on performance of the Work.
END OF SECTION
20 October 1997
Carlsbad City Library
Reference Standards & Definitions
0 1095-2 96013
SECTION 01100
SPECIAL PROJECT PROCEDURES
PART 1 - GENERAL
1 .Ol RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not necessarily limited to, the
Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of
these Specifications, and the Drawings.
1.02 HAZARDOUS MATERIALS PROCEDURES
A. Except as otherwise specified, in the event Contractor encounters on the Project site,
material reasonably believed to be asbestos, polychlorinated biphenyl (PCB), or other
hazardous materials which have not been rendered harmless, contractor shall
immediately stop Work in the area affected and report the condition to Architect and
Owner’s Representative in writing. The Work in the affected area shall not thereafter be
resumed except by written agreement of Owner and Contractor if in fact the material is
asbestos, PCB, or other hazardous materials and has not been rendered hannless. The
Work in the affected area shall be resumed in the absence of asbestos, PCB, or other
hazardous materials, or when such materials have been rendered harmless.
I- I
PART 2 - PRODUCTS
(Not Applicable)
PART 3 - EXECUTION
(Not Applicable)
END OF SECTION
/-’ 20 October 1997 Special Project Procedures
Carlsbad City Library 01100-1 96013
SECTION 01200
PROJECT MEETINGS
PART 1 - GENERAL
1 .Ol RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not necessarily limited to, the
Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of
these Specifications, and the Drawings.
1.02 PRE-CONSTRUCTION CONFERENCE
A. The Owners Representative will schedule a preconstruction conference and organiza-
tional meeting at the Project site or other convenient location no later than 15 days after
execution of the Agreement and prior to commencement of construction activities.
Conduct the meeting to review responsibilities and personnel assignments.
B. Attendees: The Owner, Architect and their invited consultants, the Contractor and its
superintendent, major subcontractors, manufacturers, suppliers and other concerned
parties shall each be represented at the conference by persons familiar with and
authorized to conclude matters relating to the Work.
C. Agenda: Discuss items of significance that could affect progress including such topics
as:
1. Tentative construction schedule.
2. Designation of responsible personnel.
3. Critical Work sequencing.
4. Use of the premises.
5. Distribution of Contract Documents.
6. Procedures for processing field decisions and Change Orders.
7. Procedures for processing Applications for Payment.
8. Submittal of Shop Drawings, Product Data and Samples.
9. Preparation of record documents.
10. Office, Work and storage areas.
11. Equipment deliveries and priorities.
12. Safety procedures.
20 October 1997
Carlsbad City Library
Project Meetings 01200-1 96013
13. First aid.
14. Security.
15. Housekeeping.
16. Working hours.
1.03 PRE-INSTALU’UION CONFERENCES
A. Conduct a pre-installation conference at the site before each construction activity that
requires coordination with other construction. The Installer and representatives of
manufacturers and fabricators involved in or affected by the installation, and its
coordination or integration with other materials and installations that have preceded or
will follow, shall attend the meeting. Advise the Owner’s Representative and Architect
of scheduled meeting dates.
B. Review the progress of other construction activities and preparations for the particular
activity under consideration at each pre-installation conference.
1. Purchases
2. Deliveries.
3. Shop Drawings, Product Data and quality control Samples.
4. Possible conflicts.
5. Compatibility problems.
6. Time schedules.
7. Weather limitations.
8. Manufacturer’s recommendations.
9. Acceptability of substrates.
10. Temporary facilities.
Il. Space and access limitations.
12. Governing regulations.
13. Inspection and testing requirements.
14. Required performance results.
15. Recording requirements.
20 October 1997 Project Meetings
Carlsbad City Library 0 1200-2 96013
16. Protection.
.- C. Do not proceed if the conference cannot be successfully concluded. Initiate whatever
actions are necessary to resolve impediments to performance of Work and reconvene the
conference at the earliest feasible date.
1.05 WEEKLY PROGRESS MEETINGS
A. Conduct progress meetings at the Project site at regularly scheduled intervals at a
location approved by the Owners Representative.
B. Attendees:
1. Owner’s Representative
2. Owner’s Consultants as appropriate
3. Contractor’s Project Manager
4. Superintendent
5. Subcontractor, as appropriate
6. Others as appropriate or as directed by Owners Representative
C. Agenda:
1. Review and correct or approve minutes of the previous progress meeting.
2. Review other items of significance that could affect progress.
3. Scheduling and Coordination.
4. Topics for discussion as appropriate to the current status of the Project.
D. Contractor’s Construction Schedule: Review progress since the last meeting. Determine
where each activity is in relation to the Contractor’s Construction Schedule, whether on
time or ahead or behind schedule. Determine how construction behind schedule will be
expedited; secure commitments from parties involved to do so. Discuss whether
schedule revisions are required to ensure that current and subsequent activities will be
completed within the Contract Time.
E. Review the present and future needs of each entity present, including such items as:
1. Interface requirements.
2. Time.
3. Sequences.
20 October 1997 Project Meetings
Carlsbad City Library 0 1200-3 96013
4. Deliveries.
5. Off-site fabrication problems.
6. Access.
7. Site utilization.
8. Temporary facilities and services.
9. Hours of Work.
10. Hazards and risks.
11. Housekeeping.
12. Quality and Work standards.
13. Change Orders.
14. Documentation of information for payment requests.
1.05 BILLING MEETINGS
A. Attend a meeting monthly prior to submittal of the Application for Payment, at a location
acceptable to Owner’s Representative.
B. Attendees:
1. Owner’s Representative
2. Owner’s Consultants as appropriate
3. Contractor’s Project Manager
4. Superintendent
5. Subcontractors, as appropriate
6. Others as directed by Owners Representative
C. Agenda:
1. Determination of current schedule progress.
2. Review of work completed based on the cost loaded schedule to be billed in the
application for Payment.
D. Schedule Updating: Revise the Contract Schedule prior to the meeting based on
information determined at progress meetings. Review schedule revisions and prepare
.20 October 1997 Project Meetings
Carlsbad City Library 01200-4 96013
a final revised schedule for submission with the application for payment following the
meeting.
1.06 GUARANTEES, BONDS, AND SERVICE AND MAINTENANCE CONTRACTS REVIEW
MEETING
A. Attend a meeting eleven (11) months following the date of Substantial Completion.
B. Attendees:
1. Owner’s Representative
2. User’s Representative
3. Owners Consultants as appropriate
4. Contractor’s Project Manager
5. Subcontractors, as appropriate
6. Others as appropriate or as directed by Owners Representative
C. Agenda:
1. Review of guarantees, bonds, service and maintenance contracts for materials and
equipment.
PART 2 PRODUCTS
(Not Applicable)
PART 3 EXECUTION
(Not Applicable)
END OF SECTION
20 October 1997
Carlsbad City Library
Project Meetings
01200-5 96013
SECTION 01300
SUBMITTALS
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not necessarily limited to, the
Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of
these Specifications, and the Drawings.
1.02 SCHEDULE OF SUBMITTALS
A. DEFINITIONS:
1. The terms “Shop Drawings” and ‘Product Data’ as used herein also include, but are
not limited to, fabrication, erection, layout and setting drawings, manufacturers’ standard drawings, descriptive literature, catalogues, brochures, performance and test data, calculations, wiring and control diagrams, all other drawings and
descriptive data pertaining to materials, equipment, piping, duct and conduit systems, and methods of construction as may be required to show that the materials,
equipment, or systems and the positions thereof conform to the Contract Documents.
2. As used herein, the term ‘manufactured’ applies to standard units usually mass- produced. The term “fabricated” means items specifically assembles or made out of
selected materials to meet individual design requirements. Shop Drawings shall establish the actual detail of all manufactured or fabricated items, indicate proper
relation to adjoining Work, and amplify design details of mechanical and electrical equipment in proper relation to physical spaces in the structure.
B. Manufacturer’s Instructions: Where any item of Work is required by the Contract
Documents to be furnished, installed of performed in accordance with a specified
product manufacturer’s instructions, Contractor shall procure and distribute the
necessary copies of such instructions to Owner’s Representative and all other concerned
parties; and Contractor shall furnish, install or perform the Work in strict accordance therewith.
C. Submittal Schedule:
1. Within twenty-eight (28) working days after Notice to Proceed, submit a schedule for
submission of Shop Drawings, Product Data and Samples by Contractor (the
Submittal Schedule). The Submittal Schedule shall be agreed upon by both parties
in order that the items covered by these submittals will be available when needed in
the construction process and so that each party can plan its workload in an orderly manner. Contractor shall identify on the Submittal Schedule all of the submittal items required by the Contract Documents listing Shop Drawings, product data,
literature, sample reports, in-service training and all other submittal items separately. 2. No submittals will be processed before the Submittal Schedule has been submitted
to and accepted by Owner’s Representative.
f-
20 October 1997
Carlsbad City Library Submittals 01300 - 1 96013
3. In preparing the Submittal Schedule, Contractor shall first determine from the
Contract Schedule the date the particular item is needed for the Work. Working
backward, Contractor shall indicate on the Submittal Schedule the required number of days for shipment, time for fabrication, field sample or mockup, time for review and approval by Owner’s Representative, time for one (1) m-submittal and similar
items to determine the date of the first submittal. 4. The Submittal Schedule shall be adjusted to meet the needs of the construction
process an@ the Contract Schedule. Submit seven (7) copies of the Submittal Schedule and each updated Submittal Schedule. Prove updated Submittal
Schedules concurrent with updated Contract Schedule. Format of Submittal Schedule shall be similar to Contract Schedule. Contractor shall indicate, as a
minimum, for each submittal item on the Submittal Schedule.
a. A Schedule Activity for preparation of the submittal.
b. A Schedule Activity for Owner’s Representative’s approval.
c. A Schedule Activity for revisions to the submittal by Contractor. d. A Schedule Activity for m-review by Cwner’s Representative.
e. A Schedule Activity for fabrication and delivery.
5. In preparing the Submittal Schedule, Contractor will consider the nature and
complexity of each submittal item and shall allow ample time for review, revision
and/or correction. In preparing the Submittal Schedule, Contractor shall coordinate
and cooperate with Owner’s Representative to stagger the review of any submittal
review activities showing free float.
6. Contractor shall schedule a minimum of fourteen (14) working days for review of first
time submittals. Schedule ten (10) working days for review of m-submittals.
Contractor is responsible for the time associated with obtaining approvals and re- submitting beyond times indicated are not grounds for a time extension. Cost of re-
review of m-submittals, (third submittal) by the Owner’s Representative will be borne by the Contractor.
1.03 SUBMITTAL PROCEDURES
A. Coordination: Coordinate preparation and processing of submittals with performance of
construction activities. Transmit each submittal sufficiently in advance of performance
of related construction activities to avoid delay.
1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other
submittals and related activities that require sequential activity.
2. Coordinate transmittal of different types of submittals for related elements of the Work so processing will not be delayed by theneed to review submittals
concurrently for coordination.
a. The Architect reserves the right to withhold action on a submittal requiring
coordination with other submittals until related submittals are received.
3. Processing: Allow sufficient review time so that installation will not be delayed as a
result of the time required to process submittals, including time for re-submittals.
a. Allow two weeks for initial review. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. The Architect will
promptly advise the Contractor when a submittal being processed must be
delayed for coordination.
20 October 1997 Submittals Carlsbad City Library 01300 - 2 96013
b. If an intermediate submittal is necessary, process the same as the initial
submittal. c. Allow ten (10) working days to reprocess each submittal.
d. No extensions of Contract Time will be authorized because of failure to transmit
submittals to the Architect sufficiently in advance of the Work to permit processing.
B. Submittal Preparation: Place a permanent label or title block on each submittal for
identification. Indicate the name of the entiiy that prepared each submittal on the label or tile block.
1. Provide a space approximately 4’ x 5’ on the label or beside the title Mock on Shop
Drawings to record the Contractor’s review and approval markings and the action
taken.
2. Include the following information on the label for processing and recording action taken.
a.
b.
::
;-
it:
i.
Project name.
Date.
Name and address of Architect. Name and address of Contractor.
Name and address of Subcontractor. Name and address of supplier.
Name of manufacturer. Number of title and appropriate Specification Section.
Drawing number and detail references, as appropriate.
C. Submittal Transmittal: Package each submittal appropriately for transmittal and handling. Transmit each Submittal from Contractor to Architect using a transmittal form.
Submittals received from sources other than the Contractor will be returned without
action.
1. On the transmittal, record relevant information and requests for data. On the form or
separate sheet, record deviations from Contract Document requirements, including
minor variations and limitations. Include Contractor’s certification that information
complies with Contract Document requirements.
1.04 SHOP DRAWINGS
A. Submit newly prepared information, drawn to accurate scale. Highlight, encircle or
otherwise indicate deviations from the Contract Documents. Do not reproduce Contract
Documents or copy standard information as the basis of Shop Drawings. Standard
information prepared without specific reference to the Project is not considered Shop Drawings.
B. Shop Drawings include fabrication and installation drawings, setting diagrams,
schedules, patterns, templates and similar drawings. Include the following information:
1. Dimensions.
2. Identification of products and materials included. 3. Compliance with specified standards.
4. Notation of coordination requirements.
20 October 1997 Submittals Cartsbad City Library 01300 - 3 96013
5. Notation of dimensions established by field measurement.
a. Sheet Size: Except for templates, patterns and similar full-size Drawings,
submit Shop Drawings on sheets at least 24’ x 36’, but no larger than 36’ x 48’. b. Initial Submittal: Submit one correctable translucent reproducible print and two
(2) blue- or black-line prints for the Architect’s review. The reproducible print will be returned along with blue/btacktine prints.
c. Do notyse Shop Drawings without an appropriate final stamp indicating action
taken in connection with construction.
6. The use or m-use of the Architect’s or Engineer’s drawings for Shop Drawings is
strictly prohibited. Such use will constitute rejection of the Shop Drawing.
C. Coordination drawings are a special type of Shop Drawing that show the relationship and
integration of different construction elements that require careful coordination during
fabrication or installation to fti in the space provided or function as intended.
1. Preparation of coordination Drawings is specified in Section ‘Project Coordination’ and may include components previously shown in detail on Shop Drawings or
Product Data. 2. Submit coordination Drawings for integration of different construction elements.
Show sequences and relationships of separate components to avoid conflicts in use of space.
1.05 PRODUCT DATA
A. Collect Product Data into a single submittal for each element of construction or system.
Product Data includes printed information such as manufacturer’s installation
instructions, catalog cuts, standard wlor charts, roughing-in diagrams and templates, standard wiring diagrams and performance curves. Where Product Data must be
specialty prepared because standard printed data is not suitable for use, submit as ‘Shop Drawings.’
1. Mark each copy to show applicable choices and options. Where printed Product Data includes information on several products, some of which are not required, mark
copies to indicate the applicable information. Include the following information:
a. Manufacturer’s printed recommendations.
b. Compliance with recognized trade association standards.
c. Compliance with recognized testing agency standards.
d. Application of testing agency labels and seals. e. Notation of dimensions verified by field measurement.
f. Notation of coordination requirements.
2. Do not submit Product Data until compliance with requirements of the Contract
Documents has been confirmed.
3. Preliminary submittal: Submit a preliminary single copy of Product Data where selection of options is required. 4. Submittals: Submit two (2) copies of each required submittal; submit four (4) copies
where required for maintenance manuals. The Architect will retain one and will return the other marked with action taken and corrections or modifications required.
a. Unless noncompliance with Contract Document provisions is observed, the
submittal may seNe as the final submittal.
20 October 1997 Submittals Carl&ad City Library 01300 - 4 96013
5. Distribution: Furnish copies of final submittal to installers, subcontractors, suppliers,
manufacturers, fabricators and others required for performance of construction activities. Show distribution on transmittal forms.
a. Do not proceed with installation until an applicable copy of Product Data
applicabte is in the installer’s possession. b. Do not permit use of unmarked copies of Product Data in connection with
construction.
1.06 SAMPLES
A. Submit full-size, fully fabricated Samples wred and finished as specified and physically
identical with the material or product proposed. Samples include partial sections of manufactured or fabricated components, cuts or containers of materials, wlor range
sets, and swatches showing wlor, texture and pattern.
1. Mount, display or package Samples in the manner specified to facilitate review of
qualities indicated. Prepare Samples to match the Architect’s Sample. Include the following:
a. Genetic description of the Sample. b. Sample source. c. Product name or name of manufacturer.
d. Compliance with recognized standards. e. Availability and delivery time.
2. Submit Samples for review of kind, wlor, pattern and texture, for a final check of
these characteristics with other elements, and for a comparison of these characteristics between the final submittal and the actual component as delivered and installed.
a. Where variation in wlor, pattern, texture of other characteristics are inherent in
the material or product represented, submit multiple units (not less than 3) that
show approximate limits of the variations.
b. Refer to other Specifications Sections for requirements for Samples that
illustrate workmanship, fabrication techniques, details of assembly, connections,
operation and similar construction characteristics.
c. Refer to other Sections for Samples to be returned to the Contractor for
incorporation in the Work. Such Samples must be undamaged at time of use.
On the transmittal, indicate special requests regarding disposition of Sample
submittals.
3. Preliminary Submittals: Where Samples are for selection of wlor, pattern, texture or
similar characteristics from a range of standard choices, submit a full set of choices
for the material or product.
4. Submittals: Except for Samples illustrating assembly details, workmanship, fabrication techniques, connections, operation and similar characteristics, submit 3
sets; one will be returned marked with the action taken.
5. Maintain sets of Samples, as returned, at the Project Site, for quality comparisons
throughout the wurse of construction.
a. Unless noncompliance with Contract Document provisions is observed, the
submittal may sewe as the final submittal.
b. Sample sets may be used to obtain final acceptance of the Construction
associated with each set.
20 October 1997 Submittals Carlsbad City Library 01300 - 5 96013
B. Distribution of Samples: Prepare and distribute additional sets to subcontractors,
manufacturers, fabricators, suppliers, installers and others as required for performance
of the Work. Show distribution on transmittal forms.
1. Field Samples specified in individual Sections are special types of Samples. Field Samples are full-size examples erected on site to illustrate finishes, coatings, or finish materials and to establish the standard by which the Work will be judged.
a. Comply wlth submittal requirements to the fullest extent possible. Process
transmittal forms to provide a record of activity.
2. Field Samples and Mockups:
;:
Erect at the Project Site, at a location as directed by Owner’s Representative.
Size: As specified.
dc: Fabricate each Sample and mockup to be complete and fully finished. Remove mockups at conclusion of the Work, per written direction of the Owner.
e. Refer to Section 01350 for Mockup Requirements.
1.07 ARCHITECT’S ACTION
A. Except for submittals for record, information or similar purposes, where action and return
is required or requested, the Architect will review each submittal, mark to indicate action
taken and return promptly.
1. Compliance with specified characteristics is the Contractor’s responsibility.
B. Action Stamp: The Architect will stamp each submittal with a uniform, self-explanatory
action stamp. The stamp will be appropriately marked, as follows, to indicate the action taken.
1. “No Exceptions Taken” means that no deviations from the Design Concept have been found.
2. “Revise As Noted” means that deviations from the Design Concept which have been
found are noted, and the Contractor may proceed accordingly.
3. ‘Revise and Resubmit’ means that the submittal must be revised and resubmitted in
response to the Architects/Consultant’s notations.
4. “Sub Specified Item” means that the submittal does not conform to the Design
Concept or approved Alternate Materials and/or Product Data.
5. ‘Rejected” means that the submittal does not conform to the Design Concept or
meet the requirements of the Contract Documents. 6. Other Action: Where a submittal is primarily for information or record purposes, special processing or other activity, the submittal will be returned, marked “Action
Not Required.’
END OF SECTION
20 October 1997
Carlsbad City Library Submittals 01300 - 6 98013
SECTION 01315
SCHEDULESANDREPORTS
PART 1 - GENERAL
1 .Ol RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not necessarily limited to, the Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of
these Specifications, and the Drawings.
B. Work Included: Administrative and procedural requirements for cost-loaded critical path method contract schedules, including:
1. Preliminary Contract Schedule.
2. Contract Schedule.
3. Monthly Updates to Contract Schedule. 4. Rolling Schedules.
C. Refer to the General Conditions and the Agreement for definition, including the following:
1. Contract time and specific dates.
2. General schedule requirements.
D. Related Work:
/- 1. Application for Payment, Section 01027. 2. Shop Drawings, Product Data and Samples, Section 01300.
3. Project Coordination, Section 01040.
4. Project Close-out, Section 01700.
E. The Contractor is responsible for planning and scheduling the Work, and monitoring
Work with respect to the schedule. The Owner’s Representative will use the updated
version of the accepted Contract Schedule Cost Breakdown as the basis for determining the cost of Work performed for the Contractor’s Application for Payment.
1.02 QUALITY ASSURANCE
A. Consultant: Retain a Consultant to provide CPM scheduling selvices, including
planning, evaluating and reporting. The Consultant shall be a rewgnized specialist,
acceptable to the Owner, who is expert in the critical path methods (CPM) of scheduling and reporting.
1. In-House Options: The requirement to retain a Consuitant may be waived if the
Contractor can demonstrate to the Owner’s satisfaction that it has the computer equipment required to produce CPM network diagrams and it employs skilled personnel who are experienced in CPM scheduling and reporting techniques.
2. The Consultant shall have computer facilities available that are capable of
delivering detailed network diagrams within 48 hours of request.
20 October 1997 Schedule and Reports Carlsbad City Library 01315 - 1 96013
B.
1.03
A.
B.
C.
D.
E.
F.
1.04
A.
B.
C.
D.
E.
F.
Standards: Comply with procedures contained in ‘CPM in Construction - A Manual for
General Contractors’ published by The Associated General Contractors of America, Inc.
Where procedures listed in this Section are more stringent, comply with those procedures.
DEFINITIONS
Proposed Contract Schedule: The computer generated schedule of the Contractor’s plan
for developing and constructing the Work in the format required by the Specifications,
submitted for acceptance by the Owner’s Representative.
Contract Schedule: The accepted version of the most recent update of the Proposed
Contract Schedule.
Preliminary Contract Schedule: The schedule to be submitted by the Contractor
. fourteen (14) working days after the Notice to Proceed. This schedule will be used to
monitor progress for the first sixty (60) days of the Contract.
Cost Breakdown: ttemized table of costs, based on the most recent updated contract schedule, in the format required by the Owner, to be used as a basis for determining the
wst of Work performed for Contractor’s Application for Payment. See Section 01370.
Days: Working days.
Rolling Schedule: Two (2) week window schedule projection for Work to be performed
during the following weeks beyond the week it is presented at the Weekly Construction Meetings, based on the Contract Schedule to provide additional detail to the Owner’s
Representative.
PREPARATION OF CONTRACT SCHEDULE
Contractor will submit the Preliminary Contract Schedule within fourteen (14) days after
the Notice to Proceed.
Wiihin twenty (20) working days after Notice to Proceed is issued, Contractor will submit
the Proposed Contract Schedule.
Within five (5) working days after receipt of the Proposed Contract Schedule, the Owner’s Representative will review the Proposed Contract Schedule and provide
comments and suggested changes and revisions.
Within five (5) working days after receipt of Owner’s Representative’s comments,
Contractor shall re-submit Proposed Contract Schedule, after incorporating the
necessary changes and revisions.
Within five (5) working days after receipt of revised Proposed Contract Schedule, the
Owner’s Representative will reject or accept Contractor’s Proposed Contract Schedule
as the Contract Schedule. The Contract Schedule will then be used to monitor the Work. In case of rejection, Contractor must re-submit.
No payments will be made to the Contractor until the Contract Schedule has been acceded.
20 October 1997 Carlsbad City Library Schedule and Reports
01315- 2 96013
1 .Ob ACTlVlTlES
A. Identify all Work activities in proper sequence for the completion of the Work. Work
activities shall include, but are not limited to, the following:
1.
2.
3.
4.
5.
6.
7.
8.
Major Contractor-furnished equipment, materials and building elements, and
scheduled activities requiring submittals or prior approval.
Show dates for the submission, review and approval of each submittal corresponding to the submittal schedule as required in Section 01300. Dates shall be shown for the
procurement, fabrication, delivery and installation of major equipment, materials and
building elements, and for scheduled activities designated by Owner.
System test dates.
Scheduled overtime Work/service Interruption.
Dates Contractor requests designated working spaces, storage areas, access and
other facilities to be provided by Owner.
Dates Contractor requests orders and decisions from Owner on designated items.
Dates Contractor requests delivery and installation of Owner-furnished equipment.
Dates Contractor requests Owner-furnished utilities.
Connection and relocation of existing utilities.
B. Identify all Work activities that constitute the critical path.
C. The presentation of each Work activity on the Contract Schedule shall include a brief
description of the Work activity, the duration of the Work in calendar days and man
days, and a responsibility code identifying the organization or trades performing the
Work activity. Non-construction activities, such as procurement, may have longer
durations.
D. Activity Codes shall be used for grouping and sorting capabilities. At a minimum, each activity should have the following activity code assignments:
1. Responsibility Code: Corresponding to the Subcontractor responsible for performing
the Work.
2. Specification Code: Identify which Specification Division applies to the description of work.
3. Location Code: Identify a general location on the Site where the activity will be
performed (i.e. Site, Building Shell, Building Interior).
4. Area Code: Identify a specific area where the activity will be performed (i.e.
Mechanical Yard, West Parking Lot, or lst Floor, 2”d Floor, Auditorium, etc.)
20 October 1997 Schedule and Reports Car&ad City Library 01315 - 3 96013
1.06 FORMAT FOR CONTRACT SCHEDULE
A. Use ‘Suretrak’ 2.0 for Windows Project Planner software.
B. Contract Schedule shall be a time-scaled, cost-loaded Critical Path Method (CPM)
diagram in precedence or activity on arrow format.
C. No activity on the schedule shall have duration longer than ten (10) working days. Fabrication and procurement activities as well as submittals and review of submittals
may have longer duration if acceptable to the Owner’s Representative.
D. Provide sufficient detail to describe Contractor’s plan of construction for completing the
Contract Work within the specified time period, to the satisfaction of the Owner’s
Representative.
E. Include milestone activities showing the point of Substantial Completion and completion for each stage of the Work.
F. Show dependencies (or relationships) and logic between activtties so that the effect of progress (or lack of progress) on related activities and the overall schedule can be
monitored.
G. An activity for ‘mobilization” is required which includes preparatory work and operations,
including, but not limited to, those necessary for movement of personnel, equipment,
supplies and incidentals to the Project Site, for establishment of all offtws, buildings and other facilities necessary for work on the Project, and for all other work and operations
which must be performed or costs incurred prior to beginning work on the various items
on the Project Site.
H. Submit a procurement log as part of the Contract Schedule. This procurement log shall,
at a minimum, include the following information for each type of material or equipment provided under this contract.
1.
2.
3. 4.
5.
6.
7.
8.
9.
Material or equipment description. Technical Specification reference.
Dates that submittals will be issued to the Owner’s Representative.
Duration in days required for preparation of submittals (reference Section 01300).
Duration in days required for fabrication and delivery. Cross-reference to all activities on Contract Schedule which will be constrained by
delivery date of the material or equipment item.
Total cost of invoices to be submitted to payment on delivery of each procurement
item.
Scheduled delivery dates.
Supplier/Fabricator’s name, address and telephone number.
I. Activities on Contract Schedule that are dependent on submittal acceptance and/or
material delivery shall not be scheduled to start earlier than the expected acceptance or delivery dates.
J. Total cost of performing each activity (labor, material and major equipment) shall be
shown on the schedule. Conform with requirements of General Conditions, Section
9.1.1.
K. On-site production activity duration shall be the total of the actual days required to
perform that activity. Do not include non-production time.
20 October 1997 Schedule and Reports Carisbad City Library 01315-4 96013
,-
L. Indicate completion of the Work in advance of the date established for Substantial Completion. See required Schedule times in 1.7 below, and requirements of Section
01700, Project Close-out.
M. Use one working day as the unit of time.
N. Schedule all work to show completion of the Work in advance of the date established for Substantial Completion. Include sufficient and reasonable time for clean-up and Punch
List before completion of the Contract.
1.07 COMPUTER SCHEDULING REPORTS
A. Provide a computer diskette containing the complete ‘Suretrak* project data for all
schedules submitted and updates. Provide two (2) copies of generated reports of the
Contract Schedule as updated each month. Report shall include the following:
1. Schedule Logic Report: This report lists all the activities, their early/late and actual
start and tinish dates, duration, float and sort by activity identification.
2. Value Summaries: Prepare two (2) cumulative value listings, sorted by finish dates,
with graphical cash flow values showing monthly position of actual payments
requests.
a. In first listing, tabulate the following:
1) Activity number.
2) Early finish date.
3) Dollar value.
4) Cumulative dollar value.
b. In the second listing, tabulate the following:
1) Activity number. 2) Late finish date.
3) Dollar value. 4) Cumulative value.
c. In subsequent issues of both listings, substitute actual finish dates for activities
completed as of date of listing.
d. Prepare listing for ease of comparison with payment requests; coordinate timing
with Progress Meetings.
e. In both value summary listings, tabulate ‘actual % complete,” and ‘cumulative
value completed” with total at bottom.
f. Submit value summary printouts following each regularly scheduled progress meeting.
3. Network Plots: Time scaled network diagram showing all activities and their
relationships. Group the activities by: 1) location and 2) area. Sort by Early Start. Provide two wlor plots on 24” x 36”, or larger sheets of opaque bond paper. Utilize
as many sheets as necessary to display the entire construction period. The size of
the text and the bars should be sufficient to read from a distance of two feet.
20 October 1997 Schedule and Reports Carl&ad City Library 01315 - 5 96013
B. Besides the reports referred to above, provide the following two (2) tabular reports:
1. Activities by Early Start. Group the Activities by 1) Location and 2) Area.
2. Activities with scheduled start days within the next 30 (thirty) days. Group the
activities by 1) Location and 2) Area. Sort by Early Start.
C. Schedule Cost-Loading:
1. In addition to the above network requirements, the Contractor shall furnish cost
estimates for each activity which cumulatively equalsthe total Contract cost.
Mobilization costs are to be shown separately: however, other costs, i.e. profti,
insumnce and bond shall be prorated throughout all activities.
2. If provided by the Cwner’s Representative, the Contractor agrees to use the
Cost/Activity Codes provided. The Contractor agrees to assign these codes and
allocate wsts to the schedule activities.
3. Unless otherwise required to use the Owner’s Representative’s Cost/Activity Codes,
the Contractor shall use the Construction Specification Institute (CSI) Broadscope
Codes. The CSI Broadswpe Codes are the first five (5) numbers listed on CSI
document MP2-1 (Masterformat) 1983 edition. The Contractor shall use and 8digit
cost code in order to obtain more detail if necessary to provide more specific and
pertinent breakdown of the Project.
4. Codes shall be of sufficient level of detail to enable allocation of one code wst to a schedule activity and to enable monitoring to the costs of unit operations, discrete
work packages, trade groupings, etc., as may be approved by the Owner’s
Representative.
D. Prepare and submit samples of schedules listed above as part of initial submission of proposed Contract Schedule.
1.08 PRELIMINARY CONTRACT SCHEDULE SUBMITTAL
A. CPM Network Diagram: Submit a detailed CPM schedule for the first sixty (60) days and
summary for the rest of the Project.
1. Include a skeleton diagram for the remainder of the Work with the preliminary diagram, indicating probably critical paths.
2. Show each significant construction activity, including, but not limited to:
a.
b.
ii:
F* e.
:: i.
j. k.
All Shop Drawings.
Agency Approvals. Site preparation completion.
Underground utility shutdowns. Underground utility completion.
Mockup construction and review. Foundation completion.
Rough grading completion. Frame completion. Shell completion.
Utility connections.
Site work completion.
20 October 1997 Schedule and Reports Carlsbad City Library 01315 - 6 96013
I. Punch list preparation.
m. All holidays and non-working days.
3. Pay particular attention to the following critical activities, including but not limited to:
a. Submittals.
b. Utility connections.
c. Utility construction.
d. Mockups.
4. Cash Requirement Prediction: Include a preliminary cash requirement prediction
based on all indicated activities.
5. Tabulation of Submittals: Include a tabulation by date of submittals required during the first ninety (90) days of construction. List those required to maintain orderly
progress of the Work, and those required early because of long lead time for manufacture or fabrication.
6. Distribution: Distribute the Preliminary Contract Schedule to all parties that need to
know about construction activities that are scheduled early, including the Owner and
Owner’s Representative.
B. The Preliminary Contract Schedule shall be a feasible, workable and reasonable
schedule for the Work, and will serve as the basis for development of the accepted
Contract Schedule.
1.09 CONTRACT SCHEDULE
A. Immediately following the Notice to Proceed, proceed with the preparation of a network
diagram for the CPM Contract Schedule.
1. Follow the steps necessary to complete development of the network diagram in
sufficient time so that the Contract Schedule can be submitted and accepted for use
no later than the time previously specified.
2. Conduct educational workshops to train and inform key Project personnel, including
subcontractors’ personnel, in proper methods of providing data and using Contract
schedule information.
3. Establish procedures for monitoring and updating the Contract Schedule and for repotting progress; coordinate procedures with progress meeting and payment
request dates.
B. Submittal and Distribution: Submit the initial issue of the tabulations and network for
acceptance. When authorized, distribute copies to the Owner’s Representative two (2) copies, principal subcontractors and suppliers or fabricators, and others identified by the
Contractor with a need-to-know schedule responsibility.
1. Post copies in the Project meeting rooms and field office.
20 October 1997 Schedule and Reports
Cartsbad City Library 01315-7 96013
2. When revisions are made, distribute update schedules to the same parties and post
in the same locations. Delete patties from distribution when they have completed
their assigned portion of the Work and are no longer involved in performance of
construction activities.
3. Submit copies of each computer-produced report (listing) in duplicate to Owner’s
Representative.
1.10 MONTHLY UPDATES AND PROGRESS PAYMENTS
A. Review the Contract Schedule with Owner’s Representative once a week to incorporate
in the Contract Schedule all changes in the progress, sequences and Scope of Work activities.
B. Prepare and submit to Owner’s Representative an updated Contract Schedule once each.
month.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
Contract’s estimated percentage complete for each activity in progress. Actual start/finish dates for all activities shown on initial Contract Schedule with all
subsequent approved additions. List of materials and/or equipment delivered for which Contractor is requesting
payment and original invoice verifying cost. Identification of processing errors, if any, on the previous update reports.
Revisions, if any, to the assumed activity durations including revisions for weather
impact for any activities due to effect of previous update on the schedule. Network window of all proposed change orders issued during the update period
concerning float time. Resolution of conflict between actual work progress and schedule logic. When out
of sequence activities develop because of actual construction progr4esq Contractor shall submit revisions to schedule logic to conform to current job status and
directions, without changing original activity identification.
A narrative report with the updated progress analysis, which shall include, but not be
limited to, a description of problem areas, current and anticipated delaying factors and their impact, and an explanation of all corrective action such as modifications to
original durations, increased remaining durations and logic changes. The Owner’s
Representative will be using software (i.e. Claim Digger) to identify all corrective
changes made to the schedule updates. A schedule update may be rejected by the Owner if the narrative report fails to identify and explain all corrective action.
The updated contract schedule shall accurately represent the as-built condition of all
completed Work and percentage remaining of all in-progress Work activities as of
the date of the updated Contract Schedule.
The updated Contract Schedule shall incorporate all changes mutually agreed upon
by Contractor and Owner during preceding periodic reviews, all changes resulting
from Change Orders and Field Orders, and all remaining days of the inclement weather allowance.
Contractor shall perform the Work in accordance with updated Contract Schedule, Contractor may change the Contract Schedule to modify the order or sequence of
accomplishing the Work only with prior agreement by Owner.
Under no circumstances shall an Activity Identification be changed. The Activity Identification for an activity established in the original Contract Schedule must
remain unchanged.
C. Contractor shall submit the updated Contract Schedule, in the form acceptable to
Owner’s Representative, at least five (5) days prior to submitting the Application for
Payment Form.
20 October 1997 Schedule and Reports
Carlsbad City Library 01315 - 8 96013
D. Owner’s Representative will determine acceptability of-the updated Contract Schedule within seven (7) days after its receipt.
E. No application for Payment will be processed nor shall any progress payments become due until updated Contract Schedules are accepted by Owner’s Representative.
F. The accepted, updated Contract Schedule shall be the Contract Schedule of record for
the period it is current and shall be the basis for payment during that period.
G. Progress payments shall be made based on the update of the Contract Schedule.
Payment for amount of work completed in the current progress payment period shall be
the sum of the activity cost multiplied by the percentage of work completed for each
activity in progress minus pmvious payments, less retainage. Request for payment for accepted materials delivered shall be limited to the invoice value of materials or
equipment shown on the Contractor’s procurement log, less mtainage. Payment may be
made for materials which the Contractor stores off-site when materials are stored and
insured in a manner acceptable to the Owner’s Representative.
H. No payment shall be made for materials or equipment which do not have accepted
submittals. If material or equipment is not identified with a wst in the procurement log, it is the responsibility of the Contmctor to submit necessary adjustments to the Contract
Schedule. Incorporation of such revisions to the wmputerized version of the Contract Schedule and payments on such requests are at the discretion and acceptance of the
Owner’s Representative.
I. Payments may be made on an activity progressing ahead of its logical sequence after
such conflict between logic and actual work progress is resolved by Contractor.
J. Agreed upon update data shall be processed by Contractor within five (5) days. Two (2) copies of computer-generated update reports will be furnished to the Owner’s
Representative for processing with application for payment.
K. Due to the fact that the Contract Schedule may not be accepted by the time the first Application for Payment is submitted. Contractor shall be responsible for providing cost
information for activities for which progress payment is requested. It is also the responsibility of Contractor to reconcile such cost information and payments with the
cost loaded Contract Schedule. However, no payment shall be approved after forty-five (45) calendar days after official contract start date given in Notice to Proceed, until the
Contract Schedule has been accepted by the Owner’s Representative.
M. A computer diskette (3.57 containing the complete ‘Suretrak” data for the Contract Schedule update and two (2) hard copies of computer-generated reports will be furnished
to the Owner’s Representative for processing with application for payment.
1.11 SCHEDULE REVISIONS
A. Within the first three (3) days of the following week, Contractor shall submit to Owner’s Representative any proposed schedule revisions to the Contract. 1. Revision, if any, to the assumed activity durations including revisions for weather
impact for any activities due to effect of previous update on the Schedule.
2. Network window of all proposed Change Orders issued during the update period
showing time impact.
20 October 1997 Schedule and Reports
Carisbad City Library 01315- 9 93013
3. Resolution of conflict between actual work progress and schedule logic. When out
of sequence activities develop because of actual construction progress. Contractor shall submit revisions to schedule logic to conform to current job status and
directions, without changing original activity identification. 4. A narrative report with the updated progress analysis, which shall include, but not be limited to, a description of problem areas. Current and anticipated delaying factors
and their impact and explanation of corrective action taken and any proposed .
revisions for a recovery plan.
B. Within seven (7) days atIer receipt of the Schedule of Revisions, the Owner’s
Representative will review the proposed Schedule revisions and provide comments,
suggested changes and revisions.
C. Schedule revisions submitted by Contmctor, upon acceptance by the Owner’s Representative, shall be incorporated into the Contract Schedule during the next update.
1.12 RECOVERY PIAN
A. If Contractor is behind schedule by more than ten (10) working days for any stage of
Work, based on the updated Contract Schedule after incorporating all approved time
extensions, Contractor shall submit to the Owner’s Representative within five (5) working days of notification of such delay, a ‘recovery plan.’ The recovery plan shall be based
on proposed revisions to Contract Schedule for the next thirty (30) working days period and shall show how Contractor intends to bring the work back on schedule. Recovery
plan shall also include a written description of how the measures that Contractor intends
to take without additional cost to the Owner to regain schedule compliance. The
recovery plan activities shall be identified according to their relationship to activities on the accepted schedule.
B. Should Contractor fail to submit and execute such recovery plan, the Owner shall have
the option to direct Contractor to employ any or all measures that the Owner may deem fit to regain schedule compliance without additional cost to the Owner.
C. Recovery plan submitted by Contractor, upon acceptance by the Owner’s Representative, shall be incorporated into the Contract Schedule during the next update.
D. Contractor will be required to submit a recovery plan for each update that indicated that
the Work progress is more than ten (10) working days behind schedule.
E. Should Contractor dispute the determination of the Owner’s Representative regarding
the status on contract delay, such dispute shall not relieve him/her of the responsibility to comply with the requirements of this Sections and other related Sections until the dispute
is resolved per Contract terms.
1.13 TWO-WEEK DETAILED SCHEDULES
A. Prepare detailed two-week schedule projections for work to be performed during the
following weeks beyond the week it is presented at the weekly construction meeting or at
the request of the Owner’s Representative during the construction period.
B. Two-week schedule projections shall wver a fourteen (14) calendar day period beginning with the date the rolling schedule is submitted. The two-week schedule shall
also include an as-built schedule of activities performed during the prior week.
20 October 1997 Schedule and Reports Carlsbad City Library 01315 - 10 96013
C.
D.
E.
F.
1.14
A.
B.
C.
D.
E.
F.
G.
Use the Contract Schedule as the basis for generating the rolling schedule.
Submit six (6) of the schedule within two (2) days after the request is received.
Format: Shall be a time-scaled logic diagram with tabular information including: Activity
Identification, Description, Remaining Duration, Early Start and Finish, and Actual Start
and Finish.
Provide information for each significant construction activity, with special care taken to describe scheduling and coordination with other contracts and Work by the Owner.
ADJUSTMENT OF TIMES FOR COMPLETION
In addition to provisions of the Geneml Conditions, Articles 7 and 8, the time for
completion of the Work will be adjusted in accordance with these procedures.
Any request for an adjustment of the Contract Time for completion submitted by
Contractor for changes or alleged delays shall be accompanied by a complete Time Impact Analysis, which shall be submitted for review with the request by Contractor.
Time extensions will not be granted unless substantiated by the Contract Schedule, and
then not until the CPM Project float time becomes zero for the impacted sequence of
activities.
Each Time Impact Analysis shall provide information justifying the request and stating the extent of the adjustment requested for each specific change or alleged delay. Each Time Impact Analysis shall be, in form and content, acceptable to Owner’s
Representative, and shall include, but not be limited to, the following:
1. A fragmentary CPM type network (Fmgnet) illustrating how Contractor proposes to incorporate the change or alleged delay into the current updated Project Schedule.
2. Identification of activities in the current updated Project Schedule which are
proposed to be amended due to change or alleged delay, together with engineering estimates and other appropriate data justifying the proposal.
The Time Impact Analysis shall be determined on the basis of the date(s) when the
change(s) were issued, or the date(s) when the alleged delay(s) began. The status of the construction project and Time Impact Analysis shall include event time computations for
all affected activities.
Owner’s Representative may require that Time Impact Analyses be provided in order to demonstrate the time impact upon the overall Project and the time for completion, at no
additional cost to the Owner.
If Owner’s Representative finds after review of the Time Impact Analysis that Contractor
is entitled to any extension of time for completion, the time for completion will be adjusted accordingly by Owner’s Representative, and Contractor shall then revise the Contract Schedule accordingly.
The Contract Schedule will be used in the calculation of liquidated damages or
Compensable delay for each day of delay after the contract completion date, as adjusted, until the Work is accepted.
/-
20 October 1997 Schedule and Reports Carlsbad City Library 01315 - 11 96013
H. When Contractor is behind schedule by more than ten (10) wodcing days beyond adjusted contract completion date(s) after incorporating all approved time extensions,
requested schedule revisions shall be limited to activities scheduled for the next sixty (60) calendar day period immediately followtng the update that indicated the delay (refer to Recover Plan).
I. When the Owner’s Representative initiates changes by proposed Change Order which have the potential to impact stipulated contract completion dates for each phase, a
network window shall be prepared by Contractor to reflect the impact of said changes.
After network window has been mutually agmed upon, and Contractor is authorized to proceed with proposed Change Order, it will be incorporated into Contract Schedule.
Time extensions for contracts will be considered only to the extent that there is
insufficient remaining float to absorb these changes.
1.1s REQUIRED SCHEDULE TIMES
A. Schedule ten (10) working days following accepted request for final inspection for the
Owner’s Representative to prepare the list of items to be corrected.
B. Submittals:
1. Schedule days for review of submittals. Complex submittals (i.e. structural steel) will be broken down into lots which will facilitate a timely review. Failure of the
Contractor to break down submittals will be cause for rejection.
2. The CPM must include activities for submitting, approving and delivering all items
for which a submittal is required. See Section 01300, ‘Submittals and Substitutions.’ 3. The Shop Drawings submission process shall be phased to ensure that shop
drawings are submitted in order of their criticality to the construction process. A
phased system which staggers the submittal (by ‘start no earlier than” dates) in a
number of waves shall be implemented.
1.16 INCLEMENT WEATHER
A. Inclement Weather Allowance: The Contract Schedule shall contain no allowance for
inclement weather, nor shall any time for impacts from inclement weather be allowed
within the durations of any activities.
B. Excusable (Non-Compensable) Delay: Delays in the construction due to inclement
weather will be construed as excusable delay only for the days in which the inclement
weather substantially caused delay in the overall progress of the Project by affecting
Critical Work Activities.
C. Contractor shall submit a written claim for each delay due to inclement weather within
five (5) calendar days from the day of inclement weather. Contractor shall document the date and the nature of the inclement weather, the specific trade(s) in which the inclement
weather caused delay, and the task or operation in each trade that was delayed. D. The Owner’s Representative will review the claim and the written documentation
submitted by the Contractor and compare with the Contract Schedule. If the Owner’s Representative finds that the inclement weather did substantially cause delay in the overall progress of the Project, the deal will be deemed an Excusable Delay.
E. If the Contractor fails to submit claim and documentation within the stipulated time, the inclement weather shall be construed to cause no delay in the construction.
1.17 FLOAT TIME
20 October 1997 Schedule and Reports
Carlsbad City Library 01315 - 12 96013
A.
B.
1.18
A.
1.19
A.
1.20
A.
Float time or slack time is defined as the amount of time between the earliest start date
and the latest start date or between the earliest finish date and the latest finish date of activities on Contract Schedule and wmputerized version of Contract Schedule.
Contractor acknowledges and agrees that actual delays affecting paths of activities containing float time will not have any effect upon contract completion times, providing
that the actual delay does not exceed the float time, per the latest updated version of Contract Schedule.
While the Contractor may schedule completion of the Project earlier than the date established by the Contract Documents, no additional compensation shall become due
the Contractor for the use of float time between the Contractor’s projected early
completion date and the completion date established by the Contract Documents.
DEFAULT
Failure of Contractor to substantially comply with the requirements of this Section shall
constitute reason that Contractor is failing to prosecute the Work with such diligence as
will ensure its completion within the Contract time, and shall be considered defective
work, and Owner reserves its rights under Article 12 of the General Conditions to remedy
the Work product.
FINAL SCHEDULE UPDATE
The Contractor shall prepare and submit a final schedule update when one hundred
percent of the construction world is completed. The Contractor’s Final Schedule Update must accurately represent the actual dates for all activities. Acceptance of the final
schedule update is required for completion of the Project and release of any and all
funds retained.
DAILY REPORTS
The Contractor shall provide, no less frequently than a weekly basis, Daily Reports which accurately describe site activities in a detailed and legible fashion. A report should be
prepared and submitted for each day the Contractor, or any of its subcontractors is on site performing work. A Daily Report shall also be prepared and submitted for each day
that work could not be performed due to the effects of inclement weather or for reasons other than a non-work period as described in the Contract Documents. The reports shall
include at a minimum the following information.
1. Weather Conditions.
2. Equipment.
3. Material/Equipment Deliveries.
4. General Contractor:
a. Number of personnel
b. By Labor classification
b. Hours worked if other than 8 hours.
5. Subcontractors:
a. Number of personnel
20 October 1997 Schedule and Reports
Carlsbad City Library 01315 - 13 98013
b. By labor classification. c. Hours worked if other than 8 hours.
6. Visitors: Owner, Owner Vendors, Consultants, etc.
7. Inspections: City and Special Inspections.
8. Provide a general description of the daily activities. Indicate location and areas
where the Work was performed. Include comments that will help to describe the
day’s events.
9. Contract Schedule Activities: List the Activity Description and Identification of
activities performed during the day.
10. Schedule Impacts: List all impacts causing a delay to activities that would otherwise be scheduled to proceed. List the Activity Identification of the activities being
impacted.
B. If the Contractor fails to submit the Daily Reports in the format and the time frame
specified, the Owner may withhold progress payments until such time the reports are made current and correct.
PART 2 - PRODUCTS
Not applicable.
PART 3 - EXECUTION
Not applicable.
END OF SECTION
20 October 1997
Carlsbad City Library Schedule and Reports 01315-14 96013
SECTION 013SO
MOCKUPS
PART 1 - GENERAL
1.01 SUMMARY
A. Requirements of the mockups are in 2 basic categories, both of which are intended to
establish review of basic quality control measures.
1. Mockup Type 1: An in-place review of items/areas/materials and systems prior to mass production/execution with approval by the Chvner’s Representative. It is not
the intent to modify materials or installation, but to verify quality control expectations
of the Owner and Contractor. The following areas and rooms shall be reviewed on a
periodic and agreed-upon schedule. The exact location shall be verified with the
Contractor’s sequencing and the Owner’s Representative.
a. Typical Room/Corridor 10’ x 10’ for verification of UL assemblies, finishes and construction. To include HVAC fire and smoke damper installed in wall with PVC-coated fitting and related hard-cast coupling. Location shall be Room 118
or similar location to be determined by Owner’s Representative. Room shall be complete with finishes and wsework.
b. Typical Granite Paver/Carpet Transition: 4 lineal feet of floor finish. Location to be determined by Owner’s Representative.
c. Typical Granite Coping: 3 lineal feet. d. Complete window unit with granite sill.
e. One complete, curved auditorium acoustical ceiling panel.
f. One complete astory column with attached guardrail and granite base.
2. Mockup Type 2: Consisting of independent structures, pm-ordered materials and trades required to complete the mockup. It is the intent to verify material, interface
of systems and to establish a quality that is required. The Type 2 mockup is not intended to be a part of the completed building system within the building.
a. Typical Exterior concrete block/cement plaster wall system.
1) 4’ x 4’ Masonry wall with stucco. Include:
l Parapet cap (with coping)
l Typical Window (include head, jamb, sill)
l Expansion Joint w/ intersection
2) Stud wall with stucco. Include:
l Stucco parapet (no coping)
l Typical deep set window.
l Expansion joint with intersection.
l Abutting granite paving below.
/-
20 October 1997
Carlsbad City Library
Mockups
01350 - 1 96013
1.02
A.
B.
C.
1.03
A.
B.
1.94
A.
B.
C.
D.
E.
b. Typical Handrail Assembly. c. Typical granite paver systems 4’ x 4’. Include expansion joints. Pavers shall
abut exterior plaster wall system. d. Typical copper cladding system - 4’ x 4’ including all joint types.
SUBMITTALS
Product Data and Samples: Submit in accordance with the requirements of each
respective product Section.
Schedule: Time schedule for the Construction of mockups shall be prepared and
submitted to the Owner for review prior to wnstruction.
1. Mockups shall be approved by the Owner’s Representative before materials are
ordered for the Project.
Quality Control Submittals: In accordance with the provisions of Section 01300, submit
the following:
1. Design Data: When and as directed by the Architect, engineering design
calculations confirming the structural stability of the mockups.
QUALITY ASSURANCE
Qualifications:
1. Fabricators’ and Installers’ Qualifications: In accordance with the provisions of the Specification Sections for products and materials incorporated into the mockups.
In constructing mockups, take measures to ensure the safety of Project personnel and
the Public.
SEQUENCING AND SCHEDULING
The Owner’s Representative shall be notified at the start of construction of mockups and
shall receive progress reports to allot the Cwner’s Representative to schedule his
inspections.
Visual examination of the mockups shall be made by the Owner’s Representative and
other interested parties during construction.
After approximately 50 percent of each mockup has been built, request the Owner’s
Representative’s preliminary review before completion. Incorporate changes or
variations requested by the Owner’s Representative into mockups during their
construction and prior to their completion, insofar as possible.
Obtain the Owner’s Representative’s acceptance of visual qualities of mockups before
commencing the corresponding Work for the Project. Revise the updated Construction Schedule to reflect required revisions to mockups.
Should mockups fail to meet the Owner’s Representative’s approval, they shall be taken down or dismantled and reconstructed to the extent necessary, until acceptance has
been obtained.
20 October 1997 Mockups Carl&ad City Library 01350 - 2 96013
/c F. Time the completion and m-working of mockups necessary to obtain acceptance to avoid delay in the Construction Schedule of the Project. Update the Construction
Schedule to reflect required revisions to mockups.
G. Retain and maintain mockups during construction to serve as a standard for judging work incorporated into the Project. Do not alter, remove or destroy mockups until their
removal has been Owner’s Representative has given written authorization.
PART 2 - PRODUCTS
2.01 MATERIALS AND COMPONENTS
A. Materials and finishes shall comply wlth the requirements specified in the various applicable Sections of the Specifications, and shall match previously submitted and
approved samples.
B. Mockups shall incorporate all related wnstruction materials and finishes having a visual
or technical effect upon the completed Work.
PART 3 - EXECUTION
3.01
,.- A.
B.
C.
D.
E.
F.
G.
INSTALLATION
Mockups shall be constructed in accordance with details indicated on the drawings and approved Shop Drawings.
Mockups shall be located where specified or directed, and shall not be built “in-place” as
part of the permanent construction.
Insofar as possible, mockups shall illustrate all contiguous materials and finishes, and be arranged in the same relationship as they will appear in the finished Construction.
1. Construction mockups using same construction personnel, means and methods as
intended for use on actual Project.
Each kind of material shall be fabricated, installed, sequenced and finished by the various subcontractors or others who will be furnishing and performing the Work in the
permanent construction. Workmen shall be thoroughly familiar with and experienced in the kind of work required.
Remedial measures which may be necessary on mock-ups shall maintain standards of
quality and durability required by the Contract Documents, and shall be subject to
approval by the Owner’s Representative.
When so directed by the Owner’s Representative, mockup Type 2 shall be dismantled and the materials disposed of by the Contractor. Type 1 mockups shall be reused as
required to achieve proper quality control by the Contractor.
Type 2 mockups shall receive approval by the Owner’s Representative before materials
are ordered for the Project.
20 October 1997 Mockups
Carlsbad City Library 01350-3 96013
3.02 MAINTENANCE
A. Maintain mockups during wurse of construction or until removal is directed.
B. Repair damage to mockups immediately upon occurrence. Maintain mockups and
surrounding Site in a safe and clean condition.
3.03 REMOVAL -
A. Remove mockups at the completion of the Wok in a manner that shows no evidence of
mockup’s previous existence. Complete Site Work at area of mockup in accordance
with Contract Drawings.
END OF SECTION
20 October 1997
Carl&ad City Library
.
Mockups
01350-4 96013
SECTION 01400
QUALITY CONTROL
PART I- GENERAL
,--
1.01
A.
1.02
A.
B.
C.
D.
E.
F.
1.03
A.
RELATED DOCUMENTS
Documents affecting work of this Section include, but are not necessarily limited to, the
Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of
these Specifications, and the Dmwings.
SUMMARY
Administrative and procedural requirements for quality control services. Quality control services include inspections and related actions including reports, performed by independent agencies, governing authorities and the Contractor. They do not include
Contract enforcement activities performed by the Owner’s Representative.
Inspection and testing services are required to verify compliance with requirements
specified or indicated. These services do not relieve the Contractor of responsibility for
compliance with Contract Document requirements.
Requirements of this Section relate to wstomized fabrication and installation
procedures, not production of standard products.
Specific quality control requirements for individual construction activities are specified in the Sections that specify those activities. Those requirements, including inspections and
tests, wver production of standard products as well as customized fabrication and
installation procedures.
Inspections, tests and related actions specified are not intended to limit the Contractor’s
quality control procedures that facilitate compliance with Contract Documents
requirements.
Requirements for the Contractor to provide quality control services required by the
Owner’s Representative, Owner or authorities having jurisdiction are not limited by
provisions of this Section.
QUALITY ASSURANCE
Manufacturer’s Qualifications: Regularly engaged and specializing, for the preceding
five (5) years, in the design and manufacture of the product specified, equivalent in type, size, complexity and physical characteristics to those required.
1. Currently listed, for the product or products which constitute the Work of this Section, by the International Conference of Building Officials (ICBO), where applicable.
2. Equipped and staffed, and having a demonstrated ability to produce components
required within the constraints of the accepted wnstruction schedule.
/- I
20 October, 1997
Carlsbad City Library Quality Control 01400 - 1 96013
B.
1.04
A.
B.
C.
D.
E.
F.
Installer’s Qualifications: Regularly engaged and specializing, for the preceding five (5)
years, in the design and manufacture of the product specified, equivalent in type, size, complexity and physical characteristics to those required.
1. Specifically trained and licensed, certified or otherwise approved, in writing, by the
manufacturer. 2. Capable of furnishing a verifiable list of not less than five (5) projects of equivalent
type and size successfully completed within the preceding two (2) years.
TESTS AND INSPECTIONS
All materials to be furnished under the Contract shall be subject to testing for compliance
with the Contract Documents. All tests of materials will be made by a Testing Engineer
or Testing Laboratory selected by the Owner’s Representative. These will be made in
accordance with the applicable standard methods of the ASTM, AASHTO, or procedures
herein specified.
All materials so specified herein, including such others as the Owner’s Representative
may direct, shall be tested. The Contractor shall furnish all samples of the materials
prepared for tests as required to the Testing Engineer or Testing Laboratory, providing
adequate time for testing before need at the Project. The materials represented by
samples under test shall not be incorporated in the Work without the approval of the
Owner’s Representative.
Certain portions of the Work will be tested and/or inspected at various stages. Nothing in any prior acceptance or satisfactory test result shall govern, if at any subsequent time
the Work, or portion thereof, is found not to conform to the requirements of the Contract Documents.
Required tests and inspections are based on requirements of the Uniform Building Code,
Uniform Plumbing Code, National Electric Code and Uniform Mechanical Code and include, but are not limited to the list below. The Contractor is responsible for
determining and scheduling all Code-required tests and inspections, whether or not listed
below.
Test of Inswction Reference
Foundations
Concrete Slab Concrete
Reinforcing Steel
Welding
High Strength Bolts Mechanical
Plumbing Electrical
UBC 108.5
UBC 108.5 UBC 1701
UBC 108.5
UBC 1701
UBC 1701
UMC UPC
NEC
If initial tests or inspections made by Owner’s Testing Laboratory or Owner’s Consultant reveal that any portion of the Work does not comply with Contract Documents, or if
Cwner’s Representative determines that any portion of the Work requires additional testing or inspection, additional tests and inspections shall be made as directed.
If such additional tests or inspections establish that such portion of the Work complies
with the Contract Documents, all costs of such additional tests or inspections shall be
pain by Owner.
20 October, 1997
Carlsbad City Library
Quality Control
01400 - 2 98013
,-
G. If such additional tests or inspections establish that such portion of the Work fails to
comply with the Contract Documents, all costs of such additional tests and inspections,
and all other costs resulting from such failure, including compensation for Owner’s Representative and Owner’s Consultants, shall be deducted from the Contract Sum.
1.05 RESPONSIBILJTIES
A. Contractor Responsibilities:
1.
2.
3.
4.
5. 6.
Re-testing: The Contractor is responsibte for costs of m-testing, including
compensation for Cwner’s Representative and Owner’s Consultants where results of required inspections, tests or similar services prove unsatisfactory and do not
indicate compliance with Contract Document requirements, regardless of whether
the original test was the Contractor’s responsibility. Cost of m-testing construction revised or replaced by the Contractor is the
Contractor’s responsibility, where required tests were performed on original construction. Cost of m-testing construction used as temporary facilities by the Contractor is the
Contractor’s responsibility.
Costs of testing construction required by Contractor’s substitutions is the Contractor‘s responsibility.
Milling inspection and factory testing of steel is the Contractor’s responsibility.
The General Contractor shall employ an independent contractor for test and balance
as specified in Section 15990 Air and Water Systems Balancing.
B. Associated Services: The Contractor shall cooperate with agencies performing required
inspections, tests and similar services and provide reasonable auxiliary services as
requested. Notify the agency sufficiently in advance of operations to permit assignment
of personnel. Auxiliary services required include, but are not limited to:
1. Providing access to the Work and furnishing incidental labor and facilities necessary
to facilitate inspections and tests.
2. Taking adequate quantities of representative samples of materials that require testing or assisting the agency in taking samples.
3. Providing facilities for storage and curing of test samples, and delivery of samples to
testing laboratories.
4. Providing the agency with a preliminary design mix proposed for use for materials
mixes that require control by the testing agency.
5. Security and protection of samples and test equipment at the Project Site.
C. Scheduling: Provide forty-eight (48) hours notice to Owner’s Representative sufficiently in advance of operations to allow for Owner’s Testing Laboratory assignment of
personnel and scheduling of tests.
1. When test or inspections are not performed after such notice, Contractor shall
reimburse Owner for Owner’s testing Laboratory personnel and travel expenses
incurred.
20 October, 1997 Quality Control Carlsbad City Library 01400 - 3 98013
D. Owner Responsibilities: The Owner will provide inspection, tests and similar quality
control services specified to be performed by independent agencies and not by the
Contractor, except where they are specifically indicated as the Contractor’s responsibility
or are provided by another identified entity. Costs for these services are not included in
the Contract Sum.
1. The Owner will employ and pay for the services of an independent agency, testing laboratory or other qualified firm, to be known as the ‘Owner’s Testing Laboratory,’ to perform services which are the Owner’s responsibility.
2. If the Owner requires m-testing, and the results indicate that the Work m-tested complies with the Contract Documents. All costs of such addltional tests shall be
paid by the Owner.
3. An inspector employed by the Owner and responsible to the Owner’s Representative
will be assigned to the Work. Notice of forty-eight (48) hours prior to inspection is required. Request for inspection form will be provided. . 4. Holidays/No Inspection: The following is a list of holidays. No work requiring
inspection should be scheduled on these dates. It is the responsibility of the
Contractor to verify with the Owner’s Representative the specific dates of each
holiday for each year.
New Year’s Eve Day Independence Day
New Year’s Day Labor Day
Martin Luther King Day Thanksgiving Day (and day after)
Presidents’ Day Christmas Eve Day Memorial Day Christmas Day
E. Coordination: The Contractor and each agency engaged to perform inspections, tests and similar services shall coordinate the sequence of activities to accommodate required
services with a minimum of delay. In addition, Contractor and each agency shall coordinate activities to avoid the necessity of removing and replacing construction to
accommodate inspections and tests.
1. The Contractor is responsible for scheduling times for inspections, tests, taking
samples and similar activities.
1.06 SUBMITTALS
A. The independent testing agency shall submit a certified written report of each inspection, test of similar service, to the Owner’s Representative, in triplicate, unless the Contractor
is responsible for the service.
1. Owner’s Testing Laboratory and Contractor’s Testing Laboratory shall submit five (5)
copies of all reports to Owner’s Representative, indicating observations and results of tests and indicating compliance or non-compliance with the Contract Documents.
2. Owner’s Representative will distribute one (1) copy of the reports to Owner, Owner’s Consultants and Contractor.
B. Submit additional copies of each written report directly to the governing authority, when the authority so directs.
20 October, 1997
Carlsbad City Library Quality Control 01400 - 4 98013
C. Report Data: Written reports of each inspection, test or similar service shall include, but
not be limited to:
1. Date of issue. 2. Project title and number.
3. Name, address and telephone number of testing agency. 4. Dates and locations of samples and tests or inspections.
5. Names of individuals making the inspection or test. 6. Designation of the Work and test method.
7. identification of product and Specification Section. 8. Complete inspection or test data.
9. Test results and an interpretation of test results. 10. Ambient conditions at the time of sample-taking and testing.
11. Comments or professional opinion as to whether inspected or tested Work complies with Contract Document requirements.
12. Name and signature of laboratory inspector.
13. Recommendations on m-testing.
1.07 QUALITY ASSURANCE
A. Qualification for Service Agencies: Engage inspection and testing service agencies,
including independent testing laboratories, which are prequalified as complying with ‘Recommended Requirements for Independent Labomtory Qualification” by the
American Council of Independent Laboratories, and which specialize in the types of inspections and tests to be performed.
B. Each independent inspection and testing agency engaged on the Project shall be
authorized by authorities having jurisdiction to operate in California.
PART 2 - PRODUCTS
Not Applicable.
PART 3 - EXECUTION
3.01 REPAIR AND PROTECTION
A. General: Upon completion of inspection, testing, sample-taking and similar services,
repair damaged construction and restore substrates and finishes to eliminate
deficiencies, including deficiencies in visual qualities of exposed finishes. Comply with
Contract Document requirements for ‘Cutting and Patching.”
B. Protect construction exposed by or for quality control service activities, and protect
repaired construction.
C. Reparation and protection is the Contractor’s responsibility, regardless of the assignment
of responsibility for inspection, testing or similar services.
END OF SECTION
20 October, 1997
Carlsbad City Library
Quality Control
01400 - 5 98013
SECTION 01410
TESTING LABORATORY SERVICES
PART 1 - GENERAL
1.01
A.
B.
1.02
A.
B.
1.03
A.
1.04
A.
B.
C.
0.
E.
F.
G.
SUMMARY
Work Included: Cooperation with testing laboratory services employed by the Owner.
Related Work:
1. Section 01720 - Project Record Documents
2. Sectiin 01090 - Regulatory Requirements. 3. Section 01400 - Quality Control
DESCRIPTION
The Owner will employ and pay for services of an independent testing laboratory to
perform specified inspection and testing. See Section 01400 for testing services to be paid by the Contractor.
Employment of testing laboratory shall in no way relieve the Contractor of obligations to
perform Work in accordance with requirements of Contract Documents.
QUALITY ASSURANCE
Comply with the requirements of these Specifications and governing agencies, listed in
Section 01060.
LABORATORY RESPONSIBILITIES
Test samples of mixes submitted by Contractor.
Provide qualified personnel at Site; cooperate with Owner’s Representative and Contractor
in performance of services.
Perform specified inspection, sampling and testing of products in accordance with specifiid standards.
Ascertain compliance of materials and mixes with requirements of Contract Documents.
Promptly notify Owner’s Representative and Contractor of observed irregularities or
nonconformance of Work or products.
Perform additional inspections and tests required.
Inspector shall attend pre-construction conferences and progress meetings as required.
/-
20 October 1997
Carlsbad City Library
Testing Laboratory Services 01410 - 1 96013
1.05 LABORATORY REPORTS
A. After each inspection and test, promptly submit 8 copies of laboratory reports to Owner’s Representative and 2 copies to Contractor. Include:
1. Date issued. 2. Project title and number. 3. Name of Inspector.
4. Date and time of sampling or inspection. 5. identification of product and specifications Section.
6. Location in the Project.
.7. Type of inspection or test.
8. Date of test.
9. Result of tests and conformance with Contract Documents.
10. Interpretation of test results (when requested by Owner’s Representative).
1.06 LIMITS ON TESTING LABORATORY AUTHORITY
A. Laboratory may not release, rewke, alter or enlarge on requirements of Contract Documents.
B. Laboratory may not approve or accept any potion of the Work.
C. Laboratory may not assume any duties of Contractor.
0. Laboratory has no authority to stop Work.
1.07 CONTRACTOR RESPONSIBILITIES
A. Deliver to laboratory, at designated location, adequate samples of materials proposed to
be used which require testing, together with proposed mix designs.
B. Cooperate with laboratory personnel, and provide access to work and to manufacturer’s facilities.
C. Provide incidental labor and facilitiis to provide access to Work to be tested, to obtain and handle samples at the Site or at source of products to be tested, to facilitate tests and
inspections and for storage and curing of test samples.
0. Provide notification in writing to Owner’s Representative 24 hours prior to expected time for
operations requiring inspection and testing services.
END OF SECTION
20 October 1997
Carlsbad City Library
Testing Laboratory Services
01410-2 96013
SECTION 01420
ROOFING AND WATERPROOFING INSPECTION SERVICES
PART I- GENERAL
1.01
A.
B.
1.02
A.
B.
1.03
A.
B.
C.
DESCRIPTION
Work Included: Provide roofing and waterproofing inspection services as specified herein
and as needed for a complete and proper installation.
Related Work: Documents affecting work of this Section include, but are not limited to, General Requirements, Supplementary Conditions and other Sections in Division 1 of
these Specifications.
REFERENCE PUBLICATIONS
“Quality Control in the Application of Built-Up Rooting’ published by and amilable from
National Roofing Contractors Association (NRCA), 8600 Bryn Mawr Avenue, Chicago, IL
60631-3502, (312) 693-0700.
The NRCA Roofing and Waterproofing Manual, published as part of ltem A.
SUBMITTALS
Review the roof and waterproofing system(s) submittal and keep one (1) set of submittals
after final approval by Owner’s Representative.
Secure the Owner’s Representatiw? advance approval of date and time for pre-
construction conference, all substrate inspections and pre-installation conference meetings.
1. Notify the inspection service, the subcontractor(s), and other interested parties, and
secure their agreement to attend.
2. At least three (3) calendar days prior to pre-construction meeting, notify the Owner’s
Representatie of the names of persons expected to attend.
RECORDS
1. Maintain a complete and legible file, in chronological order, containing a copy of each
report, certifiite, and other communication received relatk to the Work of this Section.
2. Upon completion of the Work of this Section, deli*r a copy of the complete file to the Owner’s Representative.
3. Maintain file of photographs of critical phases of installation as determined with Owner’s Representative at pre-installation meeting.
20 October 1997 Rooting and Waterproofing Inspection Services Carlsbad City Library 01420 - 1 96013
1.04 ROOFING AND WATERPROOFING INSPECTION SERVICES
For the Work of this Section, the Owner will retain the roofing and waterproofing inspection
services of an agency or testing laboratory to be selected and approved by Owner’s Representative.
PART 2 - PRODUCTS
Not Applicable.
PART 3 - EXECUTION
3.01 COORDINATION
Coordinate as necessary with other trades to assure proper and adequate provision in the work of those trades for interface with the work of this Section.
-3.02 PRE-CONSTRUCTION CONFERENCE
A. A pre-construction conference shall be held during the initiil phase of construction
between Owner’s Representative, Contractor, Contractor’s Superintendent and all related
trades directly involved with potential failure of the membrane(s) due to inferior workmanship, defects, etc. and who shall be responsible for the construction.
B. Drawings and specifications shall be reviewed in detail. If there are differences between
the Specifications of the Architect and the Specifications of the material manufacturer, these differences shall be resolved before Construction begins; and the decisions should
be incorporated into the job record either as field orders or as Change Orders.
C. lt shall be confirmed that plans and specification contain provisions for the deck, slope,
drainage, surface condition and nailers for attachment of the membrane and flashing.
0. Those areas that may be used by the roofing and/or waterproofing contractor to store materials and equipment shall be clearly established. Covered storage is necessary to
protect materials from weather damage.
E. The clearances that will be required for areas adjacent to waterproofing areas shall be established so that the handling of materials and application procedures can be performed
in safe manner. Agreement shall be reached for backfilling operations and for the use of
scaffolding.
F. Installation procedures for mechanical devices that will penetrate the roofing and/or
waterproofing membrane shall be established to prevent cutting the membrane after it is
installed. Membrane penetrations shall be minimized.
G. If any roofed or waterproofed surface will be used as a working platform after the materials
have been applied, and agreement must be reached on how and by whom the membrane
will be protected during this construction period.
20 October 1997 Roofing and Waterproofing Inspection Services
Carlsbad City Library 01420-2 96013
H. The roofing and/or waterproofing manufacturer’s representative in coordination with the
Owner’s Representative, the Contractor, and the inspection agency will determine that the substrate surface meets the specification requirements and pre-construction agreements
and is ready for the application of waterproofing materials.
NOTE: lf the Contractor is instructed to proceed owv what he determines to be an
unsatisfactory surface, he shall:
1. State his objections in writing to the proper authority. 2. Include in his statement a copy of the instructions he was given, and
3. Inform the Architect and other associated partiis of his objections.
I. Agreement shall be reached determining who will approve the waterproofing work and who
will be present for any required testing.
3.03 PRE-lNSTALLATION MEETING
Not less than three (3) nor more than ten (10) calendar days prior to scheduled start of
installation, conduct a substrata inspection and a pre-installation meeting. Minutes of the meeting will be taken by the General Contractor who will also distribute same to attending
parties.
A. Except as otherwise directed by the Owner’s Representative, the Owner’s Representative
will be chairperson of the meeting. Minutes of the meeting will be taken by the General
Contractor who will also record all agreements reached as a result of the inspection and
meeting.
B. Visually inspect all substrata upon which roofing or waterproofing is scheduled to be
applied.
1. Determine general acceptability, and determine areas requiring further preparation.
2. Determine acceptable remedies for unacceptable areas.
C. Discuss proposed schedule for installation of the membranes, and reach agreement as to
dates of start and finish of installation,
0. Discuss proposed methods for installation of the membranes, and equipment and
personnel to be used.
E. Discuss inspection methods to be used, reports to be issued by the Inspector,
responsibilities and limits of responsibilities of the inspector, and potential problems arising
from use of methods not agreed to in the pre-installation meeting.
F. Ascertain that a representative of the system(s) manufacturer attend the meeting for
consultation.
G. The system manufacturer(s) or the authorized representative(s) shall be present on the
jobsite during installation continuously or at intervals as determined in the pre-construction
conference. The manufacturer’s representative shall instruct the Owner’s inspector and the inspection agency as to how to mrify the correct installation, and the inspector shall be
furnished with a copy of the manufacturer(s)’ literature and installation instructions at the job site. The instructions shall be followed explicitly and deviations from the instruction shall only be allowed if approved in writing by the manufacturer’s representative(s) and the
Owner’s Representative.
20 October 1997 Roofing and Waterproofing Inspection Services
Carlsbad City Library 01420 - 3 96013
3.04 INSPECTION DURING ROOFING MEMBRANE INSTALLATION
A. Verity that materials delivered to the jobsite are those appro\lned by the Owner’s
Representative for use on this Work.
B. Viually obseNe installation of membranes including, but not necessarily limited to:
1. Check kettle temperatures, and verify that bitumens are not heated beyond temperatures recommended by the manufacturer of the approved system materials.
2. At least three (3) times daily, check temperatures of bitumens as delivered to the roof
deck and verify that temperatures of bitumens are within the range recommended by
the manufacturer of the approed membrane system materials.
3. Verify use of installation procedures agreed upon in the pm-installation meeting.
4. Call attention of General Contractor Superintendent and the subcontractor’s
representative on the job to unacceptable methods and unacceptable results.
5. Report to the Contractor and to the Owner’s Representative if the subcontractor fails to’
correct unacceptable methods or unacceptable results.
6. Verify that workers on the roof do not step on plies of felts while bitumen is still hot and for at least the same working day.
C. Make one test cut if directed by Architect, prior to application of final surfacing.
1. Except as otherwise approved by the Owner’s Representative, make the test cuts 12-
inch square and through all layers of the membranes that are then in place.
2. By precise weighing if identical 12-inch square pieced of felt, determine the amount of
bitumens applied in the one square foot sample (roofing only).
3. Verify that the subcontractor provide proper patching of areas where test cuts were
made.
4. Include within the daily report a statement of weights [and corresponding adequacy or
inadequacy of membrane(s) at test].
0. Make final visual inspection of the entire installation.
1. Compile a list of items required to be revised or replaced.
2. Deliver a copy of the list to the subcontractor’s representative on the job, and to others
as appropriate.
3. Verify proper revision or replacement of all items on list.
3.05 INSPECTION DURING WATERPROOFING INSTALLATION
A. Verify that materials deli%red to the jobsite are those approved by the Owner’s
Representative.
B. Attend both pre-construction and pre-installation conferences between Contractor,
applicator, manufacturer, Owner’s Representative, Owner and other contractors and
subcontractor(s) responsible for quality of substrates.
3.06 TESTING AND SAMPLING
A. Flood Testing is useful for horizontal membrane applicatiins. The area to be tested shall be flooded until at least one (1) inch of standing water covers the entire surface. (NOTE:
In no case shall water be allowed to stand above the finished level of the membrane flashing.) Drains shall be plugged, and permanent or temporary curbings shall be formed
to retain the water for a period of at least twenty-four (24) hours. Any leaks found during
this period shall be repaired and the area re-tested. a
20 October 1997 Rooting and Waterproofing Inspection Services Carlsbad City Library 01420 - 4 96013
B.
C.
0.
3.07
A.
B.
3.06
A.
B.
C.
When it is impractical to flood-test and area because the slope of the substrate would
cause exwssive water build-up in places, the membrane can be tested by allowing water
from a hose to run continuously over the area for a commonly accepted period of eight (8) hours. During this eight-hour period, the entire area must remain completely flooded.
There may be times when flood testing will be impossible because of job conditions,
weather, location, etc. In these cases, a thorough inspection of the horizontal membrane is necessary. All laps, terminations, and flashings must be carefully checked for any
evidence of fshmouths, incomplete adhesion or other conditions that may be detrimental
to the watertight integrity of the membrane.
The waterproofing contractor shall notii the General Contractor in writing of his
responsibility to protect the waterproofing membrane from the time it is completed until the
time it is covered. Waterproofing membrane shall neuer be left exposed or unprotected for any length of time after they have been properly tested and completed.
REPORTS
Make daily written reports of inspection actitiies, delivering copies to the subcontractor(s) and others as agreed in the Pre-Installation Meeting.
Upon completion of the membrane installation(s), compile a wmprehensi% report
covering activities performed under this Section, and deliver a copy of the report to the:
Owner’s Representative ’
Contractor and Subcontractor(s)
Others as agreed in the Pre-Construction and Pre-Installation Meetings
LIMITS OF ROOFING AND WATERPROOFING INSPECTOR’S RESPONSIBILITIES
During progress of the installation, the inspection agency’s inspector is required to:
1. Make visual observations and compile reports described in this Section.
2. Advise the Owner’s Representative and the subcontractor’s representative(s) on the
job as to unacceptable methods and unacceptable results when so observed by the
inspector.
In connection with the installation, “unacceptable methods and unacceptable results”
means methods and results other than:
1. Those required and recommended by the manufacturer of the approved system
materials.
2. Those required by pertinent regulations of governmental agencies hating jurisdiction.
3. Those required by these Specifications.
4. Those agreed upon in the Pro-Construction and Pre-Installation Meetings.
The roofing and waterproofing inspector is not empowered to:
1. Act for, or in lieu of, representative of go=rnmental agencies having jurisdiction.
2. Give directions to the Contractor, subcontractor, or workmen on the job.
3. Approve any change in the methods agreed upon in the Pre-Installation Meeting.
20 October 1997 Roofing and Waterproofing Inspection Services Carlsbad City Library 01420 - 5 96013
D. Failure of the Inspector to obseNe unacceptable methods or unacceptable results during progress of the Work will not absolve Contractor from his responsibility to complete the
Work in accordance with the specified requirements of the agreed methods.
END OF SECTION
20 October 1997 Roofing and Waterproofing Inspection Services Carlsbad City Library 01420 - 6 96013
SECTION 01610
TEMPORARY FAClLlTlES
.-
PART I- GENERAL
1.01 RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not limited to, the Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of these
Specifications, and the Drawings.
1.02 SUMMARY
A. Work Included:
1. Temporary services and facilities, including utilities, construction and support
facilities, security and protection.
2. Temporary utilities required include, but are not limited to:
a. Water service and distribution.
b. Temporary electric power and light.
c. Telephone service.
d. Storm and sanitary sewer.
3. Temporary construction and support facilities required include, but are not limited to:
a.
b.
dc:
Fe
Ff :
i.
j. k.
Temporary heat.
Field offices and storage sheds.
Temporary roads and paving.
Sanitary facilities, including drinking water.
De-watering facilities and drains.
Tempomry enclosures. Hoists and temporary elevator use.
Temporary Project identification signs and bulletin boards.
Waste disposal services. Rodent and pest control.
Construction aids and miscellaneous services and facilities.
4. Security and protection facilities required include, but are not limited to:
a. Temporary fire protection.
b. Barricades, warning signs, lights.
c. Enclosure fence for the Site.
d. Environmental protection. e. Temporary Fire Egress.
5. Provide free-standing, fully serviced, furnished and equipped field office for Owner’s
Representative including set-up and removal.
B. Related Work:
1. Surveying Civil and Structural field engineering, Section 01050.
20 October 1997 Temporary Facilities Carlsbad City Library 01510 - 1 99013
1.03
A.
B.
C.
1.04
A.
8.
C.
0.
E.
1 .os
A.
B.
C.
SUBMITTALS
Temporary Utilities: Submit reports of tests, inspections, meter readings and similar
procedures performed on temporary utilities.
Implementation and Termination Schedule: Submit a schedule indicating
implementation and termination of each temporary utility within fifteen (15) days of the date established for commencement of the Work.
Field Oftices: Submit floor plans, list of equipment including product data, and evidence
of regulatory approval.
QUALITY ASSURANCE
Regulations: Comply with industry standards and applicable laws and regulations if
authorities having jurisdiction, including, but not limited to:
1. Regulatory Agency requirements.
2. Cal OSHA requirements.
3. Health and safety regulations.
4. Utility company regulations. 5. Police, Fire Department and Rescue Squad rules.
6. Environmental protection regulations.
7. Environmental impact requirements are included with the Contract Documents.
Standards: Comply with NFPA Code 241, “Building Construction and Demolition Operations,” ANSI-Al 0 Series standards for “Safety Requirements for Construction and
Demolition,‘ and NECA Electrical Design Library, ‘Temporary Electrical Facilities.’
Refer to ‘Guidelines for Bid Conditions for Temporary Job Utilities and Services,”
prepared jointly by AGC and ASC, for industry recommendations.
Electrical Service: Comply with NEMA, NECA, and UL standards and regulations for
temporary electric service. Install service in compliance with National Electric Code
(NFPA 70).
Inspections: Arrange for authorities having jurisdiction to inspect and test each
temporary utility before use. Obtain required certifications and permits.
PROJECT CONDITIONS
Temporary Utilities: Prepare a schedule indicating dates for implementation and termination of each temporary utility. At the earliest feasible time, when acceptable to
the Owner, change over from use of temporary service to use of the permanent service.
Conditions of Use: Keep temporary services and facilities clean and neat in appearance. Operate in a safe and efficient manner. Take necessary fire prevention measures. Do not overload facilities, or permit them to interfere with progress. Do not allow hazardous,
dangerous, or unsanitary conditions, or public nuisances to develop or persist on the Site.
Use of the Site:
1. Use of the Site is for construction activity only. The Site cannot be used for
residential purposes under any circumstances.
20 October 1997 Temporary Facilities Carlsbad City Library 01510-2 96013
/- D. Traffic Control and Parking
1. Traffic Control: Adequate traffic control and flagman’s services shall be furnished and maintained by the Contractor at all points where conveying equipment engaged
on the Work regularly enters upon or crosses City-maintained roads and at any pedestrian/vehicular intersection that requires a flagman’s services for safe passage.
The methods of traffic control and locations of flagman’s stations shall be subject to
the approval of the Owner.
2. Access Road: Provide and maintain an access road of adequate width and
construction to provide safe and unobstructed pedestrian and vehicular travel from
public thoroughfare to the Project field office and the new construction. 3. Contractor Parking: Contractor shall not park his equipment, nor allow his personnel
to park in other than the ‘Construction Area’ as outlined on the Drawings or as approved by the Owner.
4. Contractor’s parking area is to be located at the areas indicated as Construction Zone and Staging Area.
1.06 USE OF PERMANENT FACILITIES
A. When permanent facilities are enclosed and habitable, with operable mechanical and
electrical facilities, Owner may allow Contractor and Inspector to relocate the offices into
the building at Owner’s sole discretion.
1. Consult with Owner, obtain written permission prior to use of selected areas.
2. Provide specified furnishings, equipment and services.
,I- PART 2 - PRODUCTS
2.01 MATERIALS
A. General: Provide mw materials; if acceptable to the Owner’s Representative,
undamaged, previously used materials in serviceable condition may be used. Provide
materials suitable for the use intended.
B. Lumber and Plywood: Comply with requirements in Division 6, Section “Rough
Carpentry.”
C. For jobbuilt temporary offices, shops and sheds within the Construction Area, provide
UL labeied, fire treated lumber and plywood for framing, sheathing and siding.
0. For signs and directory boards, provide exterior type, Grade B-B High Density Concrete
Form Overlay Plywood conforming to PS-1, of sizes and thickness indicated.
E. Fencing: Provide 8 ft. high around perimeter of Project Site as indicated. Provide Contractor-engineered 8 ft. high (minimum) O-gauge, galvanized 2-inch chain link fabric
fence with galvanized steel posts. Provide opaque fabric panel inserts of wlor approved by Owner’s Representative. Fencing system shall meet all applicable codes and requirements.
1. The Contractor may use, at his election, the existing City-owned fence currently surrounding the Site for all or part of the contract period. The City makes no warranties
or representations as to the fitness or condition of this fence for use by the Contractor
and Contractor uses the fence in an “as-is” condition.
20 October 1997 Temporary Facilities
Carlsbad City Library 01510 - 3 98013
2.
3.
F.
G.
- H.
I.
J.
K.
L.
M.
N.
2.02
A.
B.
C.
Upon conclusion of the Contractor’s need to use the fence further, the Contractor shall
assemble the entire fence, including all fence materials, posts, gates, accompanying hardware, etc., and deliver same to the City of Catisbad’s Community Senrices Yard at
1188 Carl&ad Village Drive, Carl&ad, during normal working hours. Contractor shall telephone the City at 434-2825 three (3) working days prior to delivery of the fence to the City so that City crews can be present to receive and store this material.
If the Contractor elects not to use the existing City-owned fence currently surrounding
the Site, then Contmdor is to follow the telephone notice and fence delivery procedures
articulated above within seven (7) days of issuance of the ‘Notice to Proceed” by the City.
Project Sign: Furnish and erect on 48’ x 98” job sign, painted and lettered to identify the
Project, the Owner, the Contractor, Construction Manager, and Architect. Mount onposts and brace as directed by Owner’s Representative. Sign shall be lettered by a
professional sign painter, and the layout shall be approved by the Owner’s
Representative. Refer to sign sketch at the end of this Section.
Gypsum Wallboard: Provide gypsum wallboard complying with requirements of ASTM C36 on interior walls of temporary offices.
Roofing Materials: Provide UL Class l R standard weight asphalt shingles complying
with ASTM D 3018, or UL Class ‘C’ mineral surfaced roll roofing complying with ASTM D249 on roofs of jobbuilt temporary offices, shops and sheds.
Paint: Comply with requirements of Division 9, Section ‘Finish Painting.’
For job-built temporary offices, shops, sheds, fences and other exposed lumber and
plywood, provide exterior grade acrylic-latex emulsion over exterior primer.
For sign panels and applying graphics, provide exterior grade alkyd gloss enamel over
exterior primer.
For interior walls of temporary offices, provide two coats of interior latex flat wall paint.
Tarpaulins: Provide waterproof, fire-resistant, UL-labeled tarpaulins with flame-spread
rating of 15 or less. For temporary enclosures, provide translucent nylon-reinforced
laminated polyethylene or polyvinyl chloride, fire-retardant tarpaulins.
Water: Provide potable water approved by local health authorities.
EQUIPMENT
General: Provide new equipment; if acceptable to the Owner’s Representative, undamaged, previously used equipment in serviceable condition may be used. Provide
equipment suitable for use intended.
Water Hoses: Provide %-inch heavy-duty, abrasion-resistant, flexible rubber hoses 100
ft. long, with pressure rating greater than the maximum pressure of the water distribution system. Provide adjustable shut-off nozzles at hose discharge.
Electrical Outlets: Provide properly configured NEMA polarized outlets to prevent insertion of 11 O-l 20 volt plugs into higher voltage outlets. Provide receptacle outlets
equipped with ground-fault circuit interrupters, reset button and pilot light;for connection
of power tools and equipment.
20 October 1997 Temporary Facilities Carlsbad City Library 01510-4 98013
D. Electrical Power Cords: Provide grounded extensions cords; use ‘hard-service’ cords
where exposed to abrasion and traffic. Provide waterproof connectors to connect
separate lengths of electric cords, if single lengths will not reach areas where
construction activities are in progress.
E. Lamps and Liiht Fixtures: Provide general service inc8ndescent lamps of wattage required for adequate illumination. Provide guard cages or tempered glass enclosures,
where exposed to breakage. Provide exterior fixtures where exposed to moisture.
F. Heating Units: Provide temporary heating units that have been tested and labeled by
UL, FM or another recognized trade association related to the type of fuel being
consumed.
G. Meters: For measurement of water, electricity, gas and other utilities by Contractor,
provide meters 8UX@8ble to Owner% Representative for measurement of utility use.
H. Temporary Offices: Provide pre-fabricated or mobile units or similar job-built construction with lockable entrances, Operable windows and serviceable finishes.
PrOVide heated and air-WnditiOned Units on found8tion adequate for norm81 loading.
/-
I. TempOraw Toilet Units: Provide self-contained, single-occupant toilet units of the
chemical, aerated m-circulation, or combustion type, properly vented and fully enclosed
with a glass fiber reinforced polyester shell or similar non-8bSOrbent material.
J. First-Aid Supplies: Comply with governing regulations.
PART 3 - EXECUTION
3.01
A.
B.
3.02
A.
B.
C.
D.
rc-
INSTALLATION
Use qualified personnel for installation of temporary facilities. Locate facilities where
they will serve the Project adequately and result in minimum interference with
performance of the Work. Relocate and modify facilities as required.
Provide e8Ch facility ready for use when needed t0 avoid delay. Maintain and modify 8s required. Do not remove until facilities are no longer needed, or are replaced by
authorized use of completed permanent facilities.
TEMPORARY UTILITY INSTALLATION
General: Provide all equipment and connections, including metering acceptable to the Owner’s Representative, to extend utilities to the work area.
Provide adequate capacity at e8Ch stage of construction. Prior to temporary utility availability, provide trucked-in services.
Use Charges: Cost or use Charges for temporary facilities are not chargeable to the Owner or Owner’s Representative, and will not be accepted 8s 8 basis of claims for 8
Change Order.
Water Service: Install water service and distribution piping of sizes and pressures
adequate for wnstruction until permanent water service is in use. Connect to City of
Carlsbad water supply system with Owner-approved water meter. Obtain approval for tap-in location. Pay for water used at Owner’s rate for the type of service required.
20 October 1997 Temporary Facilities
Carlsbad City Library 01510 - 5 96013
E. Sterilization: Sterilize temporary water piping prior to use.
F. As the work progresses, extend water supply 8s required for the proper execution of the
Work. Space outlets so that areas requiring water c8n be reached with a 1 00-foot hose.
Provide 8 lOO-foot hose at each outlet.
G. Where water pressure is inadequate, provide pumps to supply a minimum of 30 psig .
static pressureat the highest point. Equip system to provide water a re8son8ble
pressures.
H. Temporary Electric Power Service: Provide weatherproof, grounded electric power service and distribution System Of Sufficient size, Capacity 8nd power ch8r8deti.&s
during wnstruction period. Include meters acceptable to the Owner’s Representative,
transformers, overload protected disconnects, automatic ground-fault intenupters and
main distribution switch gear.
1. Pay for connections and removals of connections from existing SDGCLE system.
Coordinate installation with Owner’s Representative. Pay for electricity used at
Owner’s Rate for the type of service required.
2. Power Distribution System: Install wiring overhead, and rise vertically where least
exposed to damage. Where permitted, wiring circuits not exceeding 125 volts, AC 20 ampere rating, and lighting circuits may be non-metallic sheathed cable where
Overhead and exposed for surveillance. 3. Coordinate with requirements for temporary power to adjacent facilities.
I. Temporary Lighting: Wherever overhead floor or roof deck has been installed, provide
temporary lighting with local switching.
1. Install and operate temporary lighting that will fulfil1 security and protection
requirements, without operating the entire system, and will provide adequate illumination for construction operations and traffic conditions.
2. At fire egress paths from adjacent structures, provide lighting and emergency lighting to maintain light levels complying with governing code for egress corridors at
all times.
3. At areas where access is required by others during the Work, provide adequate
lighting for required activities 8s determined by Owner’s Representative.
J. Temporary Telephones: Provide temporary telephone service at the Project Site for the
use of personnel and employees. Minimum service required:
1. One direct line telephone in Contractor’s office.
2. Four direct line telephones in Owner’s Representative’s field office.
3. Other telephones as required, including win-operated phones for general use.
4. One direct line telefax in the field office of Owner’s Representative.
K. Sewers and Drainage: If sewers are available, provide temporary connections to
remove effluent that can be discharged lawfully. If sewers are not available or cannot be used, provide drainage ditches, dry wells, stabilization ponds and similar facilities. If
neither sewers nor drainage facilities can be lawfully used for discharge of effluent,
provide containers to remove and dispose of effluent off the Site in 8 lawful manner.
1. Filter out excessive amount of soil, construction debris, chemicals, oils and similar ‘contaminant that might clog sewers or pollute waterways before discharge.
2. Maintain temporary sewers and drainage facilities in 8 Clean, sanitary condition.
Following heavy use, restore normal conditions promptly.
20 October 1997 Temporary Facilities
Carlsbad City Library 01510 - 6 96013
i,-
/-
3. Provide earthen embankments and similar barriers in and around excavations sub-
grade WnstNction, sufficient to prevent flooding by runoff of storm water from heavy
rains.
L. Temporary Heat and Ventilation:
1. Provide temporary heat and ventilation 8s required to maintain adequate
environmental conditions for installation of materials to protect equipment, materials
and finishes from damage due to temperature or humidity. Select safe equipment that will not have 8 harmful effect on Wmpleted installations or elements being
installed. Coordinate ventilation requirements to produce the ambient condition required and minimize consumption of energy.
2. Provide adequate forced ventilation of enclosed areas to cure installed materials to
prevent excessive humidity and to prevent hazardous accumulation of dust, fumes,
V8plS Or Q8SS.
M. Temporary Fire Protection 8s identified in Section 01518.
3.03 TEMPORARY FIELD OFFICES
A. General: All facilities, equipment, supplies and service installations and connections are
to be provided within ten (10) calendar days of issuance of the Notice to Proceed.
Liquidated damages in the amount of Two Thousand Dollars ($2,000.00) per day will be
assessed if the contractor fails to meet the requirements of this provision of the specifications.
1. Locate field offices for easy access.
2. Provide insulated, weathertight temporary offices of sufficient size to accommodate
required office personnel at the Project Site. Keep the office clean and orderly for
use for small progress meetings. Furnish and equip offices listed below.
3. The General Contractor Shall provide twelve (12) new and unused WtTIt’IIerCial-grade
hard-hats, white in wlor, with adjustable headbands. 4. The trailer will remain in place until substantial completion is obtained.
3.04 REQUIREMENTS FOR FACILITIES
A. Construction
1. Structumlly sound, weathertight, with floors raised above ground.
2. Temperature transmission resistance: Compatible with occupancy and storage requirements.
3. At Contractor’s option, portable or mobile buildings may be used.
B. New Office for Owner’s Representative:
1. A separate space for sole use of designated occupants, with secure entrance doors and one key per occupant.
2. Area: 600 S.F. minimum, with minimum dimension 12 feet.
3. Windows:
8. Minimum: Total area of 10 percent of floor area.
b. Operable sash and insect screens.
c. Locate to provide view of construction areas.
4. Furnishings (New):
a. Three (3) desks, 36” x 72” with six (6) dr8WetS and one (1) side return, 1 per
occupant.
b. Two (2) plan tables: 39” x 72” x 36” high, with 1 equipment drawer.
20 October 1997 Temporary Facilities Carlsbad City Library 01510-7 96013
1) Locate table oriented in relation to the Site 8t 8 window with a view of the
Site.
c. One (1) metal, double-door storage cabinet under table.
d. Three (3) plan racks to hold 8 minimum of six (6) racks of Project Drawings.
e. Five (5) standard 4dmwer legal-size metal filing cabinets with locks and keys.
f. Three(3) bookcases, metal, 36’ x 72’.
g. Three (3) swivel tilt desk chairs. h. One (1) drafting table stool.
i. One (1) waste basket per desk and table.
i. One (1) tackboard, 36’ x 30’. k. Fourteen (14) conference room side chairs.
I. Six (6) office side chairs.
m. All compatible computer network cabling, including installation, for Owner- _
provided (via Construction Manager) computer systems and associated
equipment and hardware.
n. All telephone systems, cabling, hardware and installation. Security system for temporary office trailer including all required monthly service fees and costs.
0. Sep8mte Water and Wffee SetVice including supplies, equipment and monthly
service fees and costs.
p. All monthly service, maintenance, and utility fees and costs, including installation and removal costs, associated with the above equipment, hardbv8re
and systems.
5. Services:
a.
b.
;:
e.
f.
t :
i.
i-
Lighting: 50 foot-candles at desk top height.
Exterior lighting at entrance door. Automatic lighting at entrance door.
Automatic heating and mechanical cooling equipment to maintain WmfOrt
conditions.
Minimum of four 110 volt duplex electric convenience outlets, at least one on
each wall, each room.
Electric distribution panel: Two circuits minimum 100 amps, 110 volt, 60 hertz service.
Convenient access to drinking water and toilet facilities. Telephone: Two direct line instruments; one direct line fax machine.
Copy machine. One (1) FAX machine, 2mb memory, plain paper, including FAX paper supplies.
One (1) Xerox/documents reproduction machine capable of up to 11” x 17
copies, including all 8.5” x 12”, 8.5” x 14”, and 11” x 17” paper, toner and related
supplies.
C. Contractor’s Office and Facilities:
1. Size: As required for general use and to provide space for Project meetings.
2. Lighting and temperature control: As required to maintain comfort conditions. 3. Telephone: One direct line instrument.
4. Furnishings in meeting area:
8. Conference table, minimum 12 feet in length and chairs for at least 12 persons.
b. Racks and files for Project record documents in, or adjacent to, the meeting
area.
20 October 1997 Temporary Facilities Carlsbad City Library 01510-8 96013
rc- 5. One portable communication device for the Contractor’s Site superintendent to have 8t 811 times when on the Job Site.
6. Other furnishings: Contractor option.
3.05 TEMPORARY CONSTRUCTION AND SUPPROT FACIUTIES INSTALLATION
A. General:
1. Locate storage sheds, sanitary f8cititieS and other temporary wnstruction and
support facilities for easy access.
2. Maintain temporary wnstruction and support facilities until near Substantial
Completion. Remove prior to Substantial Completion. Personnel remaining after
Substantial Completion will be permitted to use permanent facilities, under
conditions acceptable to the Owner.
B. Storage and Fabrication Sheds: Install storage and fabrication sheds, sized, furnished
and equipped to accommodate materials and equipment involved, induding temporary utility service. Sheds may be open shelters or fully enclosed spaces within the building
or elsewhere on the Site.
C. Scaffolding: Provide scaffolding 8s required to complete the Work. Coordinate
platform elevations and tower locations with the building design to permit work to be
conducted in accordance with the requirements for joints, changes in materials and
application of materials.
D. Tempomry Shoring: Provide temporary shoring as required to protect existing buildings,
utilities and other improvements that will be affected by construction activities.
E. Temporary Paving: Construct and maintain temporary roads and paving to adequately
support the indicated loading and to withstand exposure to traffic during the Construction period. Locate temporary paving for roads, stOr8ge areas and parking where the same
permanent facilities will be located. Review proposed modifications to permanent
paving with the Owner’s Representative.
F. Paving: Comply with Division 2, Section ‘Asphalt Concrete Paving” for wnstruction and
maintenance of temporary paving.
1. Coordinate temporary paving development with sub-grade grading, compaction,
installation and stabilization of Sub-base and installation of base and finish wurses
of permanent paving.
2. Install temporary paving to minimize the need to m-work the installations and to
result in permanent roads and paved areas that are without damage or deterioration when occupied by the Owner.
3. Delay installation of the final course of permanent asphalt concrete paving until immediately before Substantial Completion. Coordinate with Weather conditions to
avoid unsatisfactory results.
4. Extend temporary paving in and around he wnstruction area 8s necessary to 8CXommod8te delivery and storage of materials, equipment usage, administration
and supervision.
G. Sanitary facilities include temporary toilets, wash facilities and drinking water fixtures.
Comply with regulations and health codes for the type, number, location, operation and
maintenance of fixtures and facilities. Install where facilities will best service the Project’s needs.
/-
20 October 1997
Carlsbad City Library
Temporary Facilities
01510-g 96013
1. Separate onsite, lockable restroom facilities for both men and women. The restroom
facilities shall be separate and apart from any facilities located within the General
Contractor’s temporary office trailer facilities.
2. Provide toilet tissue, paper towels, paper cups and similar disposable materials for wash facility. Provide covered waste containers for used material.
3. Toilets: Install self-contained toilet units. Shield toilets to ensure privacy. Use of
pit-type privies will not be permhted. One locked facility for exclusive use by Owner’s Representative. 4. W8Sh Facilities: Install wash f8cilitieS supplied with potable Water at convenient
locations for personnel involved in handling materials that require wash-up for a
healthy and sanitary condition. Dispose of drainage property. Supply cleaning compounds appropriate for each condition.
5. Drinking Water Facilities: Provide wntainerized tap-dispenser, bottled-water type
drinking water unites, including paper supply.
H. De-W8tetinQ Facilities and Drains: For temporary drainage and de-watering facilities
and operations not directly associated wtth Construdion activities included under
individual Sections, comply with de-watering requirements of 8ppliWble Division 2 Sections. Where feasible, utilize the Same facilities. Maintain the Site, excavations and
construction free of water.
I. Temporary Enclosures: Provide temporary enclosure for protection of construction in
progress and completed, from exposure, foul weather, other wnstruction operations and similar activities.
J. Where heat is needed and the permanent building enclosure is not wmplete, provide
temporary enclosures where there is no other provision for containment of heat. Coordinate enclosure with ventilating and material drying or curing requirements to avoid
dangerous conditions and effects.
1. Install tarpaulins securely, with incombustible wood framing and other materials. Close openings of 25 S.F. or less with plywood or similar materials.
2. Close openings through floor or roof decks and horizontal surfaces with load-bearing, wood-framed construction.
3. Where temporary wood or plywood enclosure exceeds 100 S.F. in area, use UL- labeled, fire retardant-treated material for framing and main sheathing.
K. Temporary Lifts and Hoists: Provide facilities for hoisting materials and employees.
Tuck cranes and similar devices used for hoisting materials are considered ‘tools and
equipment’ and not temporary facilities.
L. Temporary Elevator Use: Refer to Section 14220, “Service Elevator” for requirements.
1. The Service Elevator may be made available to Contractor at Owner’s
Representative’s sole discretion. If such use is allowed, Contractor will obtain all
required approvals, make all repairs and replacements to provide 8 fully warranted
elevator at final inspection. Contractor will pay for all interim full maintenance contracts with Elevator manufacturer, and for re-testing by Owner’s Consultant of the
elevator system operation.
M. Temporary Signage: Project Identification sign sketch is attached at the end of this
Section. Provide one (1) Project identification sign.
1. Engage an experienced sign painter to apply graphics. Comply with details
indicated.
20 October 1997 Temporary Facilities Cansbad City Library 01510 - 10 96013
2. Provide signs required for directional information to construction personnel and
visitors.
N. Temporary Exterior Lighting: install exterior yard and sign lights so that signs are visible when Work is being performed. Install temporary lighting along temporary path south of
the Project Site. Provide min. 2 f.c. illumination.
0. Collection and Disposal of Waste: Collect waste from Construction areas and elsewhere
daily. Comply with requirements of NFPA 240 for removal of combustible waste material and debris. Enforce requirements strictly. Do not hold materials more than
seven (7) days during normal weather or three (3) days when the temperature is
expected to rise above 80 degrees F (27 degrees C). H8ndle hazardous, dangerous or unsanitary waste materials separately from other waste by wntainerizing property. Dispose of material in a lawful manner.
P. Rodent 8nd Pest Control: Before deep foundation Work h8S been completed, retain a
local exterminator or pest control company to recommend practices to minimize attraction and harboring of rodents, roaches and other pests. Employ this service to
perform extermination and control procedures at regular intervals so the Project will be
relatively free of pests and their residues at Substantial Completion. Perform control
operations in a lawful manner using environmentally safe materials.
Q. Stairs: Until permanent stairs are available, provide temporary stairs where ladders are not adequate. Cover finished permanent stairs with a protective covering of plywood or
similar material so finishes will be undamaged at the time of acceptance.
3.06 SECURITY AND PROTECTION FACILITIES INSTALLATION
A. Except for use of permanent fire protection 8s soon 8s available, do not change over from use Of tempOr8f-y Security and protection facilities t0 permanent facilities Until
Substantial Completion, or longer as requested by the Owner’s Representative.
B. Temporary Fire Protection: Specified in Section 01518.
C. Permanent Fire Protection: At the earliest feasible date in e8Ch area of the Project,
complete installation of the permanent fire protection facility, including connected
services, and place into operation and use. InstNct key personnel on use of facilities.
D. The contractor will provide 24hour security from the time the structural steel is topped
out to substantial completion.
20 October 1997 Carlsbad City Library Temporary Facilities
01510 - 11 90013
b
-4
‘:
-+
t
. 4=
20 October 1997 Carlsbad City Library
S-0
I’
+
-Project: CARLSBAD PUBLIC LIBRARY
ownm ii!tkE&%ed
ConstNctionManager: BllbrobGtffln
General cultractor:
Architect (h&dMSmwArchitects,aJointVentueof:
Cardwell/Thomas & Associates / Architects McGraw/Bakhvin Architects
PROJECT SIGN
Temporary Facilities
01510 - 12 96013
SECTION 01600
MATERIAL AND EQUIPMENT
PART 1 - GENERAL
1.01
A.
1.02
A.
B.
C.
‘- 1.03
A.
RELATED DOCUMENTS
Documents affecting work of this Section include, but are not limited to, the Agreement,
General Conditions, Supplementary Conditions, Sections in Division 1 of these
Specitic8tiins, and the Drawings.
SUMMARY
Work Included:
1. Administmtii and procedural requirements governing the Contractor’s selection of
products for use in the Work.
St8nd8fdS: Refer to Section ‘Defmitions and St8nd8rdS” for applicability of industry
standards to products specified.
Administrative procedures for handling requests for substiiutions (Value Engineering)
made after award of the Contract are included under Section 01630, “Product Substiiutiins.”
DEFINITIONS
Definitions used in this Article are not intended to change the meaning of other terms used
in the Contract Documents, such as “specialties,” “systems,” “structure,” “finishes,”
‘accessories” and similar terms. Such terms are self-explanatory and have well-
recognized meanings in the construction industry.
1. “Products” are items pUrCh8Sed for incorporation in the Work, whether purchased for
the Project or taken from previously purchased stock. The term “product” includes the terms “material,” “equipment,” “system” and terms of similar intent.
a. “Named Products” are items identified by manufacturer’s product name, including make or model designation, indicated in the manufacturer’s published product
literature that is current 8s of the date of the Contract Documents.
2. “Materials” are products that are SUbst8nti8lly shaped, cut, worked, mixed, finished,
refined or otherwise fabricated, processed or installed to form 8 part of the Work.
3. “Equipment” is 8 product with operational parts, whether motoriied or manually
operated, that requires service connections such as wiring or piping.
20 October 1997
Carlsbad City Library Material and Equipment
01600-l 96013
1.04 SUBMITTALS
A. Product Lii Schedule: Prepare a schedule showing products specifiid in a tabular form
acceptable to the Owner’s Representative. Include generic names of products required.
Include the manufacturer’s name and proprietary product names for each item listed.
1. Coordinate the product list schedule with the Contractor’s Contract Schedule including the Schedule of Submittals.
2. Form: Prepare the product listing schedule with information on e8Ch item tabulated under the following column headings:
8.
b.
dc:
;-
Related Specific8tiin Section number. Generic name used in Contract Documents. Proprietary name, model number and similar designations.
Manufacturer’s name and address.
Supplier’s name and address. Installer’s name and address.
Projected delivery date, or time span of delivery period.
Mentiiwtiin Number on Contract Schedule network.
3. Initial SUbmitt8l: W8hin thirty (30) d8p after date of commencement of the Work,
submit three (3) copies of an initial product list schedule for the Owner’s
Representative’s review. Provide 8 written e&planatiin for omissions of data, and for
known Mriations from Contract requirements.
4. Completed Schedule: Wfihin sixty (60) d8y-s after date of commencement of the Work, submit three (3) copies of the completed product list schedule for the Owner’s
Representative’s review Provide 8 Written explanation for Omissions of data, and for
known variations from Contract requirements.
5. Owner’s Representative’s Action: The Owner’s Representat& will respond in writing
to the Contractor within two (2) weeks of receipt of each product list schedule. No
response within this time period constitutes no objection to listed manufacturers of products, but does not constitute a waiver of the requirement that products comply with
Contract Documents. The Owner’s Representative’s response will include a list of
unacceptable product selections, containing a brief explanation of reasons for this
action.
1.05 QUALITY ASSURANCE
A. Source Limitations: To fullest extent possible, provide products of the same kind, from a
single source.
B. Compatibility of Options: When the Contractor is given the option of selecting between two
or more products for use on the Project, the product selected shall be compatible with products previously selected, even if previously selected products were also options.
C. Nameplates: Except for required labels and operating data, do not attach or imprint
manufacturer’s or producer’s nameplates or trademarks on exposed surfaces of products which will be exposed to view in occupied spaces or on the exierior.
1. Labels: Locate required product labels and stamps on a concealed surface or, where
required for observation after installation, on an accessible surface that is not
conspicuous.
2. Equipment Nameplates: Provide a permanent nameplate on each item of service-
connected or power-operated equipment. Locate on an easily accessible surface
20 October 1997 Material and Equipment Carlsbad City Library 01600 - 2 96013
1.06
A.
B.
C.
D.
1.07
A.
B.
C.
which is inconspicuous in occupied spaces. The nameplate shall contain the following
information and other essential Operating data 8s Well 8s Specific requirements in Divisions 2-16 of the specifiitiins:
a. Name and prOdUCt Of m8nUf8chIrer.
b. Model and serial number.
c. Capacity.
d. Speed.
e. Ratings.
TRANSPORTATION AND HANDLING
Deliver manufactured products in their original unbroken containers or bundles, clearly l8beled with manufacturer’s name, brand and grade seal or model number.
Handle materials and equipment in 8 manner t0 8Mid damage t0 prOdUctS and their
finishes.
Promptly remove damaged or defective products from the Project site and replace with no adjustment of Contract Sum.
Imported Materials and Products:
1. Examine materials at the following points:
a. At the origination point prior to crating. b. At the port of embarkation (for damage to crates).
c. At the port of entry (for damage to crates). d. Immediately following delivery to the Site.
2. If crates show signs of damage, open them and inspect materials and products.
3. Reject damaged or defecti= products or materials, and replace promptly.
4. Provtde 8 detailed Bill of Goods at each point listed above, indicating quantity and wnditiin of each item. At port locations, Bill of Goods may be accepted unless
damage is observed.
STORAGE AND PROTECTION
Store manufactured products in accordance with manufacturer’s instructions and with
Seals and labels intact and legible.
1. Store products subject to damage by the elements in weathertight enclosures.
2. Maintain temperature and humidity in accordance with manufacturer’s
recommendations.
Exterior Storage:
1. Store materials and equipment abow? ground on blocking or skids to prevent soiling, Staining and damage.
2. Cover products which are subject to damage by the elements with impervious protective sheet WWingS. Provide adequate ventilation to prevent condensation.
3. Store sand, rock or aggregate material in a well-drained area on solid surfaces to
prevent mixing with foreign matter. AIT8nQe storage to allow adequate inspection.
20 October 1997 Material and Equipment
Carlsbad City Library 01600 - 3 96013
D. Periodically inspect stored products to assure that products are maintained under specified
conditions are free from damage and detefiOr8tiOn.
E. Protection After Installation:
1. Prevent damage to materials and equipment. 2. Use whatew?r protective materials or methods are prevent damage to installed products fmm traffic, wnstructiin operations and weather. Remove protection when
no longer required. 3. Maintain temperature and humidity conditions in interior spaces for the Work in accordance with manufacturers’ instructions for the materials and equipment being
protected.
1.08 UL OR WARNOCK HERSHEY LABELS:
Materials and equipment, for which labeled standards have been established and their label Setice is 8mil8ble, Shall bear the 8pprOpIi8te label. Do not paint over or cover
labels, which Shall be maintained in a clean and readable condition.
1.09
A.
MANUFACTURERS’ TRADEMARKS AND NAMES
Owner’s Representative reserves the right to review and request the removal or redesign of
manufacturers’ trademarks and names in items of materials and equipment which will be
exposed to view in the completed Work. Such removal or redesign Shall be with no
adjustment Of Contract Sum.
PART 2 - PRODUCTS
2.01 PRODUCTS SELECTION
A. General Product Requirements: Provide products that comply with the Contract
Documents, that are undamaged and, unless otherwise indicated, unused at time of
installation.
1. Provide products complete with all accessories, trim, finish, safety guards and other
devices and details needed for a complete installation and for the intended use and
effect. 2. Standard Products: Where available, provide standard products of types that ham
been produced and used successfully in similar situations on other projects.
B. Product Selection Procedures: Product selection is governed by the Contract Documents
and governing regulations, not by previous Project experience. Procedures governing
product selection include the following:
1. Proprietary Specification Requirements: Where only a single product or manufacturer
is named and indicated as “no known equal,” provide the product indicated. No
substitutions will be permitted.,
2. NOnPrOpriit8ry Specifications: When the Specifiitiins list products or manufacturers that are av8ilable and may be incorporated in the Work, but do not
20 October 1997
Cansbad City Library M8tetial and Equipment 01600 - 4 96013
.-
,-
3.
4.
5.
6.
7.
8.
9.
restrict the Contractor to use of these products only, the Contractor may propose any
available prodUCt that complies with Contract requirements. Comply with Section
01630 provisions concerning ‘substiiutiins” to obtain 8pproMl for use of an unnamed
product.
a. “Or equal” clauses or similar language shall be treated as a substitution request
and comply with Section 01630.
Descriptive Specifiwtiin Requirements: Where Specifiitiins describe 8 product or assembly, listing exact Char8cteristics required, with or without use of a brand or trade
name, provide 8 product or assembly that provides the characteristics and otherwise
complies with Contract requirements. Performance Specitication Requirements: Where Specifications require compliance
with performance requirements, provide products that comply with these requirements, and are recommended by the manufacturer for the application indicated. General
overall performance of 8 product is implied where the product is specified for 8 specific
application.
ManUf8chIrer’S recommendations may be contained in published product literature, or
by the manufacturer’s certiiiwtiin of perfom\ance. Compliance with Standards, Codes and Regulations: Where the Specifiitions require
compliance with an imposed code, standard or regulation, select a product that
complies with the standards, codes or regulations specified.
Visual Matching: Where specifications require matching an established Sample, the Owner’s Representati&s decision will be final on whether a proposed product
m8tCheS S8tiif8dOlily.
Where no product available within the specifiid category matches satiifactorily and also complies with other specified requirements, comply with provisions of the Contract
Documents concerning ‘substitutions” for selection of 8 matching prodUCt in another
product category, or for noncompliance with specifiid requirements.
Visual Selection: Where specified product requirements include the phrase ‘...as
selected from manufacturer’s standard wlors, patterns, tetiures.. .I or a similar phrase, select a product and manufacturer that complies with other specified
requirements. The Owner’s Representatk will select the wlor, pattern and texture
from the product line selected.
PART 3 - PRODUCTS
3.01 INSTALLATION OF PRODUCTS
A. Comply with manufacturer’s instruction and recommendations for installation of products in
the applications indicated. Anchor each product securely in place, accurately located and
aligned with other Work.
1. Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion.
END OF SECTION
20 October 1997 Material and Equipment Carlsbad City Libr8t-y 01600-5 96013
_/.-
SECTION 01630
SUBSTITUTIONS AND PRODUCT OPTIONS
- - -T 1 - GENERAL PAK I
1 .Ol
A.
1.02
A.
B.
1.03
A.
B.
C.
1.04
A.
f-‘
OPTIONS
For products specified only by reference standard, select product meeting that standard,
by any manufacturer.
20 October 1997
Carlsbad City Library
RELATED DOCUMENTS
Documents affecting work of this Section include, but are not necessarily limited to, the
Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of
these Specifications, and the Drawings.
REQUIREMENTS
Procedural requirements governing the Contractor’s selection of products and product
options are included under Section 01600, “Material and Equipment.”
Administrative and procedural requirements for handling requests for substitutions made
after award of the Contract.
PRODUCTS LIST
Submit six (6) copies of complete list of major products and systems which are proposed
for installation.
Tabulate products and systems by Specifications Section Number, and title.
For products and systems specified only by reference standards, list for each such
product or system:
1. Name and address of manufacturer or fabricator.
2. Trade name.
3. Model or catalog designation, including date.
4. Manufacturer’s or fabricator’s data and literature on:
a. Reference standards.
b. Performance test data.
c. Certifications.
Substitutions & Product Options
01630-l 96013
B. For products specified by naming several products or manufacturers, select any one of
the products or manufacturers named.
C. For products specified by naming one or more products or manufacturers and stating “or
equal”, or “or approved equal”, or other such wording on Drawings or within Specifica-
tions Sections, submit a request for substitutions for any product or manufacturer which
is not specifically named, but only after submitting bid on specified products and systems.
1. Use attached Substitution Request Form.
1.05 SUBSTITUTIONS
A. Within 21 days after notice to proceed, formal requests will be considered for substitu-
tions of products in place of those specified. After the end of that period, substitution
requests will be considered only if specified product or system has gone out of production
subsequent to bidding, or specified product or system has been deemed illegal or
dangerous by governing agencies having jurisdiction over this project.
B. It is the intent of the Owner and Architect to have this project constructed with materials,
products and systems originally designed and specified into project. This opportunity to
request substitutions is not for the convenience of bidders or contractors to submit bids
for materials, products and systems which may be more familiar to them, or having a
lesser cost.
1. The Contractor will be required to bear the cost for additional compensation to the
Architect and his consultants for evaluation services, redesign or redetailing of the
Contract Documents.
C. Submit separate request for each substitution. Support each request with an explanation
for the request, and include:
1. Complete data substantiating compliance of proposed substitutions with requirements
stated in Contract Documents:
a. Product identification, including manufacturer’s name and address.
b. Manufacturer’s literature; identify:
1) Product description.
2) Reference standards.
3) Performance and test data.
c. Samples, as applicable.
d. Name, address, and date of similar projects on which product has been used,
and date of each installation, as well as servicing agency and installer.
20 October 1997 Substitutions & Product Options
Carlsbad City Library 01630-2 96013
/-
,-
2.
3.
4.
5.
6.
7.
8.
ltemized comparison of the proposed substitution with products specified, listing
significant variations.
Data relating to changes in the construction schedule.
Any effect of substitution on separate contracts.
Any effect of substitution on in-place construction, or other materials and systems to
be installed.
Accurate cost data comparing proposed substitution with product specified.
Designation of required license fees or royalties.
Designation of availability of maintenance services and sources of replacement
materials.
D. Substitutions will not be considered for acceptance when:
1. They are indicated or implied on shop drawings or product data submittals without
formal request.
2. Acceptance may require extensive revision of Contract Documents.
E. Substitute products shall not be ordered or installed without written acceptance and
authorization of Owner and Architect.
F. Only the Owner and his representatives will determine the acceptability of proposed
substitutions.
1.06 REPRESENTATIONS
A. In making a legitimate, authorized formal request for substitution, represent that:
1. A thorough investigation has transpired concerning the proposed product, and it has
been determined that it is equal to or superior in all respects to that specified.
2. The same warranties or bonds, and guarantees will be provided as for that specified.
3. Installation of the accepted substitution will be coordinated into the work; and such
changes to in-place work, ordered materials and products, or other work to be in
progress prior to installation of the requested substitutions, will be performed without
any additional cost to Owner.
/-
20 October 1997 Substitutions & Product Options Carlsbad City Library 0 1630-3 96013
SUBSTITUTION REQUEST FORM (TObeudJmlttdby~~
/- 1’ ‘
TO:
PROJECT:
we~~f~~your~(hr~productinrbrdol~~lbrnfor~~:
aann’
A. DomlhesubdMbnrffeot~rhaunron~?
/- !
pmyfwdohangmtothebuwngdesign.induding rnoimrwrgmdJIotheralsts-by
c. vvMeffattdm8the8ubduammmdhcctndas’l
D. DihuwmsbWwipropoudsubWWonMd$pectftmdttem?
E. M~~ufrctum’s g-as of the olop~rd ud spctfied ttuns tre: _ same - ~iiwent (Esptarn on attachment.1
F. WhatwathedIw-ncort-popordurbrtitutionmnd@iaam? ~dmt~fymdliotsavingo.
Address
ode:
Takphonc:
FAX:
20 October 1997
Catisbad City Library
For Use by &n&s Rqewtatk:
m Acaptd - Not Aoceptecl
ovmefs consultant:
-A-Had n Not Aam@ed
Owefs Repmewtii:
By:
Date:
Product subsMtiiom
01030 96013
1.07 DUTIES
A. Requests for substitutions must be expeditiously forwarded for consideration.
B. Notification of decisions concerning acceptance or rejection will be in writing, and are final
without need for clarification.
END OF SECTION
20 October 1997 Substitutions & Product Options
Carlsbad City Library 01630-4 96013
.c- SECTION 01700
PROJECT CLOSEOUT
PART I- GENERAL
1.01 RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not limited to, the Agreement,
General Conditions, Supplementary Conditions, Sectiins in Divisiin 1 of these
Specificatiins, and the Drawings.
1.02 SUMMARY
A. Work Included:
1. Administrative and procedural requirements for Project Close-out, including, but not
limited to Inspection Procedures.
6. Related Work:
1. Final Cleaning, Sectiin 01710.
2. Project Record Document Submittal, Section 01720. 3. Operating and Maintenance Manual Submittal, Sectiin 01730.
4. Submittal of Warranties, Sectiin 01740.
C. Close-out requirements for specifii constructiin activitiis are included in the appropriate Sections in Divisions 2-l 6.
1.03 SUBSTANTIAL COMPLETION
A. Preliminary Procedures: Before requesting inspection for certification of Substantial
Completion, complete the following. List exceptions in the request for inspection.
1. In the Application for Payment that coincides with, or first follows, the date Substantial
Completion is claimed, show 100 percent completion for the portion of the Work
claimed as substantially complete. Include supporting documents for completion as indicated in these Contract Documents and a statement showing an accounting of
changes to the Contract Sum.
2. If 100 percent completion cannot be shown, include a list of incomplete items, the
value of incomplete construction, and reasons the Work is not complete.
3. Advtse Owner of pending insurance change-over requirements. 4. Submit specifii warranties, workmanship bonds, maintenance agreements, final
certiications and similar documents.
5. Submit record drawings, maintenance manuals, final Project photographs, damage or
settlement survey, property survey and similar final record information.
B. Delier tools, spare parts, extra stock, and similar items.
C. Make final change-over of permanent locks and transmit keys to Owner. Advise the
Owner’s personnel of change-over in security provisions.
D. Complete start-up testing of systems and training of the Owner’s operating and
maintenance personnel. Discontinue or change over and remove temporary facilities from the Site, along with construction tools, mock-ups and similar elements.
20 October 1 QQ7
Carlsbad City Library
Project Close-out
01700 - 1 96013
E. Obtain and submit releases enabling the Owner unrestricted use of the Work and access
to services and utilitiis; include occupancy permits, operating certificates and similar
releases.
F. Inspection Procedures: On receipt of Contractors Punch Lii and request for inspection,
the Owner’s Representative will either proceed with inspection or advise the Contractor of
unfulfilled requirements. The Owner’s Representathte will prepare the Certificate of -
Substantial Completion following inspectiin, or advise the Contractor of construction that
must be completed or corrected before the certihcate will be issued.
1. Final inspectiin will only be performed for the Project as a whole - partial inspections
will not be permitted.
2. Allow three (3) weeks for the Owner’s Representative to prepare the list of items to be corrected.
3. The Owner’s Representat& will repeat inspection when requested and assured that the Work has been substantially completed.
4. Results of the completed inspection will form the basis of requirements for final
acceptance.
5.04 FINAL ACCEPTANCE
A. Preliminary Procedures: Before requesting foal inspection for certiiition of final
acceptance and final payment, complete the following. Lii exzptiins in the request for inspection.
1.
2.
3.
4.
5.
6. 7.
8.
Complete final clean-up requirements as described in Sectiin 01710. Submit the final payment request with releases and supporting documentation not
previously submitted and accepted. Include certificates of insurance for products and completed operations where required.
Submit and updated final statement, accounting for final additional changes to the
Contract Sum.
Submit a certifiid copy of the Owner’s Representatii’s final inspection list of items to
be completed or corrected, stating that each item has been completed or otherwise resolved for acceptance, and the list has been endorsed and dated by the Owner’s
Representat&
Submit final meter readings for utilities, a measured record of stored fuel, and similar
data as of the date of Substantial Completion, or when the Owner took possession of
and responsibility for corresponding elements of the Work.
Submit consent of surety to final payment. Submit a final liquidated damages settlement statement.
Submit evidence of final, continuing insurance coverage complying with insurance
requirements.
B. Re-Inspection Procedure: The Owner’s Representative will re-inspect the Work upon
receipt of notice that the Work, including inspection list items from earlier inspections, has
20 October 1997 Project Close-out Carlsbad City Library 01700 - 2 96013
been completed, exxpt items whose completion has been delayed because of circumstances acceptable to the Owner’s Representative.
1. Upon completion of re-inspection, the Owner’s Representative will prepare a certiiite
of final acceptance, or advtse the Contractor of Work that is incomplete or of obligations that have not been fulfilled but are required for final acceptance.
2. If necessary, re-inspection will be repeated.
PART 2 - PRODUCTS
Not applicable.
PART 3 - EXECUTION
3.01
A.
B.
C.
3.02
7 A.
B.
CLOSE-OUT PROCEDURES
Operating and Maintenance Instructions: As required in Section 01730.
Record Documents: As required in Sectiin 01720.
Cleaning: As required in Section 01710.
CONTINUING INSPECTIONS
Wflhin one year following final acceptance at time requested by Owner’s Representative,
re-balance Mechanical Air Handling Systems. See specifii requirements in Division 15.
Provide continuing inspections or consultations to adjust operating systems for a period
listed in specific sections but not less than one year including, but not limited to:
1. Elevators.
2. Irrigation Systems.
3. Fire Protection Annunciation Systems.
END OF SECTION
20 October 1997
Carlsbad City Library Project Close-out
01700 - 3 96013
SECTION 01710
FINAL CLEANING
PART I- GENERAL
1.01
A.
B.
C.
D.
1.02
A.
SUMMARY
Work Included:
1. Administrati\R and procedural requirements for final cleaning at Substantial and Final Completion.
Special cleaning requirements for specifii elements of the Work are included in
appropriate sections of Divtsiin 2 through 16.
General Project Closeout requirements are included in Sectiin 01700, ‘Project Close-
Out."
General clean-up and waste removal requirements are included in Section 01510,
“Temporary Facilities.”
QUALITY ASSURANCE
Environmental Requirements: Conduct cleaning and waster disposal operations in compliance with local laws and ordinances. Comply fully with federal and local
environmental and antiipollution regulations.
1. Do not dispose of volatile wastes such as mineral spirits, oil or paint thinner in storm or sanitary drains.
2. Burning or burying of debris, rubbish or other waste material on the premises will not
be permitted.
3. Comply with requirements of Southern California Air Quality Management District in
effect at time of Construction.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Cleaning Agents: Use cleaning materials and agents recommended by the manufacturer
or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially
hazardous to health or property, or that might damage finished surfaces.
PART 3 - EXECUTION
3.01 FINAL CLEANING
A. General: Provide final cleaning operations when indicated. Employ experienced workers
or professional cleaners for final cleaning. Clean each surface or unit of Work to the condition expected from a commercial building cleaning and maintenance program.
Comply with manufacturer’s instructions.
20 October 1997 Final Cleaning
Cartsbad City Library 01710 - 1 96013
B. Complete the following cleaning operations before requesting inspection for Certification of Final Completion for the Project.
1.
2. 3.
4.
5.
6.
7.
8.
9.
Clean the Project Siie, yard and grounds, areas disturbed by wnstructiin activitiis, including landscape development areas, or rubbish, waste materials, litter and foreign
substances. Sweep paved areas clean. Remove petrochemical spills, stains and
other foreign deposits. Rake grounds that are neither planted nor paved, to a smooth,
evenly te>dured surface.
Remove tools, construction equipment, machinery and surplus mate&l from the Site.
Clean ewsed exterior and interior hard-surfaced finishes to dirt-free conditions, free of stains, films and similar foreign substances. Avoid disturbing natural weathering of
etierior surfaces. Restore reflectii surfaces to their original condition.
Remove debris and surface dust from limited access spaces, including roofs, plenums, shafts, trenches, equipment vaults, manholes, attii and similar spaces.
Broom-clean concrete floors in unoccupied spaces. See Specifications for cleaning of
resilient flooring.
Vacuum-clean carpet and similar soft surfaces, removing debris and excess nap.
Shampoo if required.
Clean transparent materials, including mirrors and glass in doors and windows.
Remove glazing compounds and other substances that are noticeable vision-
obscuring materials. Replace chipped or broken glass and other damaged transparent materials. Replace chipped or broken glass and other damaged
transparent materials. Polish mirrors and glass, taking care not to scratch surfaces. Remove labels that are not permanent labels.
Touch-up and otherwise repair and restore marred exposed finishes and surfaces.
Replace finishes and surfaces that can not be satisfactorily repaired or restored, or that
show evidence of repair or restoration. Do not paint over ‘UL” and similar labels,
including mechanical and electrical name plates. 10. Wipe surfaces of mechanical and electrical equipment, elevator equipment and similar equipment. Remove excess lubrication, paint and mortar droppings and other foreign
substances.
11. Clean plumbing fpdures to a sanitary condition, free stains, including stains resulting
from water exposure.
12. Replace disposable air filters, and clean permanent air filters. Clean exposed surfaces
of diffusers, registers and grills. Clean ducts, blowers and coils if units were operated
without filters during construction.
13. Clean light ftiures, lamps, globes and reflectors to function with full efficiency.
Replace burned-out bulbs, defective and noisy starters, and ballast in fluorescent and
mercury vapor fudures.
14. Leave the Project clean and ready for occupancy.
C. Pest Control: Engage an experienced, licensed etierminator to make a final inspection,
and rid the Project of rodents, insects and other pests. Comply with regulations of local
authorities.
D. Removal of Protection: Remove temporary protection and facilities installed during
construction to protect previously completed installation during the remainder of the
construction period.
E. Compliance: Comply with governing regulations and safety standards for cleaning
operations. Remove waste materials from the Site and dispose of in a lawful manner.
F. When e&a materials of value remain after completion of associated construction have become the Owner’s property, dispose of these materials and directed.
20 October 1997 Final Cleaning Carlsbad City Library 01710-2 Q6013
/- 3.02 CLEANING DURING THE OWNER’S OCCUPANCY
Should the Owner occupy the Work or any portion thereof prior to its completion by the
Contractor and acceptance by the Owner, responsibility for interim and final cleaning shall be determined by the Owner‘s Representative in accordance with the General Conditions
of the Contract.
END OF SECTION
,-
20 October IQ97 Carlsbad City Library Final Cleaning
01710-3 96013
SECTION 01720
PROJECT RECORD DOCUMENTS
PART I- GENERAL
1.01 RELATED DOCUMENTS
A. Documents affecting Work of this Section include, but are not necessarily limited to, the Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of
these Specifications, and the Drawings.
B. Work Included:
1. Administrative and procedural requirements for Project Records Documents.
2. Project Records Documents required include:
a. Marked-up copies of Contract Drawings.
b. Marked-up copies of Shop Drawings.
c. Newly prepared drawings.
d. Marked-up copies of Specifications, addenda and Change Orders.
e. Marked-up Product Data Submittals.
f. Record Samples. g. Field records for variable and concealed conditions.
h. Record information on Work that is recorded only schematically.
C. Specific record copy requirements that expand requirements of this Section are Included in the individual Sections of Divisions 2-16.
D. General Project Close-out requirements are included in Section 01700, ‘Project Close-
out.”
E. Maintenance of Documents and Samples: Store record documents and Samples in the field office apart from Contract Documents used for construction. Do not permit project
Record Documents to be used for construction purposes. Maintain record documents in good order, and in a clean, dry, legible condition. Make documents and Samples
available at all times for inspection by the Owner’s Representative.
1.02 RECORD DRAWINGS
A. Delegate the responsibility for maintenance of Record Documents to one person on the
Contractors staff.
Accuracy of Records: Thoroughly coordinate all changes within the Record Documents,
making adequate and proper entries on each page of Specifications and each sheet of
drawings and other Documents where such entry is required to properly show the change. Accuracy of records shall be such that future search for items shown in the Contract Documents may reasonably rely on information obtained from the approved
Record Documents.
Timing of Entries: Make all entries within 24 hours of receipt of information.
20 October IQ97 Project Record Documents Cartsbad City Library 01720 - 1 96013
B. Mark-Up Procedure: During the Construction period, maintain a set of blue- or black-line
white prints of Contract Drawings and Shop Drawings for Project Record Document
purposes.
C. Mark these Drawings to indicate the actual installation where the installation varies
appreciable from the installation shown originally. Give particular attention to information on concealed elements which would be difficult to identify or measure and record later. Items required to be marked include, but are not limited to:
1. Dimensional changes to the Drawings.
2. Revisions to detail shown on the Drawings.
3. Depths of foundations below the first floor.
4. Locations and depths of underground utilities.
5. Revisions to routing o piping and conduits
6. Revisions to electrical circuitry.
7. Actual equipment locations. 8. Duct size and routing.
9. Locations of concealed internal utilities.
10. Changes made by Change Order.
11. Details not on original Contract Drawings.
D. Mark completely and accurately record prints of Contract Drawings or Shop Drawings,
whichever is most capable of showing actual physical conditions. Where Shop Drawings
are marked, show cross-reference on Contract Drawings location.
E. Mark record sets with red erasable wlored pencil; use other wlors to distinguish
between changes for different categories of the Work at the same location.
F. Mark important additional information which was either shown schematically or omitted
from original Drawings.
G. Note construction RFI numbers, alternate numbers, Change Order numbers, Bulletin
numbers and similar identification.
H. Responsibility for Mark-up: Where feasible, the individual or entity who obtained record
data, whether the individual or entity is the installer, subcontractor or similar entry, is
required to prepare the mark-up on record Drawings.
I. Accurately record information in an understandable Drawing technique.
J. Record data as soon as possible after it has been obtained. In the case of concealed installations, record and check the mark-up prior to concealment.
K. At time of Final Completion, submit record Drawings to Owner’s Representative for Owner’s records. Organize into bound and labeled sets for Owner’s continued use,
L. Newly Prepared Record Drawings: Prepare new Drawings instead of following procedures specified for preparation of record Drawings where new Drawings are
required by a Change Order issued as a result of acceptance of an alternate, substitution
or other modification, and the Owner’s Representative determines that neither the
original Contract Drawings nor Shop Drawings are suitable to show the actual installation.
20 October 1997
Carlsbad City Library Project Record Documents
01720-2 96013
- M. Consult with the Owner’s Representative for the proper scale and scope of detailing and
notations required to record the actual physical installation and its relation to other
construction. When completed and accepted, integrate newly prepared Drawings with
procedures speecified for organizing, copying, binding and submittal of record Drawings.
1.03 RECORD SPECIFICATIONS
A. During the construction period, maintain one copy of the Project Specifications, including addenda and modifications issued, for Project Record Document Purposes.
B. Mark the Specifications to indicate the actual installation where the installation varies
substantially from that indicated in Specifications and modifications issued. Note related Project Record Drawing information where applicable. Pay particular attention to
substitutions, selection of product options and information on concealed installations that would be diffkult to identify or measure and record later.
C. In each Specification Section where products, materials or units of equipment are
specified or scheduled, mark the copy with the proprietary name and model number of
the product furnished.
D. Record the name of the manufacturer, supplier and installer and other information necessary to provide a record of selections made and to document coordination with
record Product Data submittals and maintenance manuals.
E. Note related record Product Data where applicable. For each principal product specified, indicate whether record Product Data has been submitted in maintenance manual
instead of submitted as record Product Data.
F. Upon completion of mark-up, submit record Specifications to the Owner’s Representative for Owner’s records.
1.04 RECORD PRODUCT DATA
A. During the construction period, maintain one copy of each Product Data submittal for
Project Record Document purposes.
B. Mark Product Data to indicate the actual product installation where the installation varies substantially from that indicated in Product Data submitted. Include significant changes
in the product delivered to the Site, and changes in manufacturer’s instructions and
recommendations for installation.
1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.
2. Note related Change Orders and mark-up of Record Drawings where applicable. 3. Upon completion of mark-up, submit a complete set of Product Date to the Owner’s
Representative for the Owner’s records.
4. Where record Product Data is required as part of maintenance manuals, submit marked-up Product Data as an insert in the manual, instead of submittal as record Product Data.
20 October 1997 Carl&ad City Library Project Record Documents
01720- 3 96013
1.05 RECORD SAMPLE SUBMITTAL
A. Immediately prior to date of Final Completion, the Contractor shall meet the Owner’s
Representative and, if desired, the Owner’s personnel at the Site to determine which of
the Samples maintained during the construction period shall be transmitted to Owner for record purposes. Comply with the Owner’s Representative’s instructions for packaging,
identification marking and delivery to Dwner’s Sample storage space. Dispose of other
Samples in manner specified for disposal of surplus and waste materials.
4.06 MISCELLANEOUS RECORD SUBMITTALS
A. Refer to other Specification Sections for miscellaneous record-keeping requirements and submittals in connection with various construction activities. Immediately prior to Final
Completion, complete miscellaneous records and place in good order, properly identified
and bound or filed, ready for use and reference. Submit to the Owner’s Representative for the Owner’s Records.
B. Categories of requirements resulting in miscellaneous records include, but are not
limited to the following:
1. Field records on excavations and foundations.
2. Field records on underground construction and similar Work.
3. Survey showing locations and elevations of underground lines.
4. Invert elevations of drainage piping.
5. Surveys establishing building lines and levels. 6. Authorized measurements utilizing unit prices or allowances.
7. Records of plant treatment.
6. Ambient and substrate condition tests. 9. Certifications received in lieu of labels on bulk products.
10. Batch mixing and bulk delivery records. 11. Testing and qualifiwtion of tradesmen.
12. Documented qualification of installation firms. 13. Load and performance testing.
14. Inspections and certifications by governing authorities.
15. Leakage and water-penetration tests.
16. Fire resistance and flame spread test results.
17. Final inspection and correction procedures.
C. Large-Scale Layout Drawings
1. Divisions 15 and 16 of the Specifications require the preparation of large-scale,
detailed layout drawings of the Work of those divisions. These layout drawings are
not Shop Drawings as defined by the GENERAL CONDITIONS, but together with
Shop Drawings or layout drawings of all other affected Sections, are used to check,
coordinate and integrate the Work of the various Sections.
2. Maintain and submit these layout drawings as part of the Project Record Documents.
PART 2 - PRODUCTS
Not applicable.
20 October 1997
Carlsbad City Library Project Record Documents
01720 - 4 96013
,,- PART 3 - EXECUTION
3.01 RECORDING
A. Post changes and modifications to the Documents as they occur. Do not wait until the end of the Project. The Owner’s Representative will periodically review records
documents to assure compliance with this requirement.
B. Current updated Record Documents are required prior to submitting each Application For
Payment; and if the documents are not updated regularly or are incomplete in the Owner’s Representative’s opinion the Application for Payment will be rejected.
C. Prior to Project Close-out, the Contractor shall provide complete and coordinated Record
Drawings prepared on CADD in Autocad, Version 12, and shall include the following:
1. One (1) set of mylar reproducibles plotted from the CADD files. 2. Two (2) sets of computer generated CADD files prepared in format compatible with
the Owner’s CADD leveling standards.
3. One (1) set of Specifications (Hardbound).
4. Two (2) sets of computer-generated Specifications files.
D. Records documents are subject to the review and acceptance of the Owner’s
Representative.
END OF SECTION
20 October 1997
Carlsbad City Library Project Record Documents
01720- 5 96013
SECTION 01730
OPERATING AND MAINTENANCE DATA
PART 1 - GENERAL
1.01 SUMMARY
A. Work Included:
1. Administrative and procedural requirements for operating and maintenance manuals including the following:
a. Preparation and submittal of operating and maintenance manuals for building
operating systems or equipment.
b. Preparation and submittal of instruction manuals cowring the care, preservation and maintenance of architectural products and finishes.
c. Training of the Owner’s operating personnel in operation an maintenance of
building systems and equipment.
B. Related Work:
1. Special operating and maintenance data requirements for specifii pieces of equipment
or building operating systems are included in the appropriate Sections of Divisions 2
through 10. 2. Preparation of Shop Drawings and Product Data are included in Section 01340, “Shop
Drawings Product Data and Samples.” 3. General Close-out requirements are included in Section 01700, “Project Closeout.”
4. General requirements for submittal of Project Record Documents are included in Section 01720, Project Record Documents.”
1.02 QUALITY ASSURANCE
A. Maintenance Manual Preparation: In preparation of Maintenance Manuals, use personnel
thoroughly trained and experienced in operation and maintenance of the equipment or
system involved.
1. Where written instructions are required, use personnel skilled in technical writing to the extent necessary for communication of essential data.
2. Where drawings or diagrams are required, use draftsmen capable of preparing
Drawings or clearly in an understandable format. 3. Instructions for the Owner’s Personnel: For instruction of the Owner’s operating and
maintenance personnel, use experienced instructors thoroughly trained and
experienced in the operation and maintenance of the building equipment or system
involved.
1.03 FORM OF SUBMITTAL
A. Prepare data in form of an instructional manual for use by Owner’s personnel.
20 October 1997 Carlsbad City Library Operating and Maintenance Data
01730 - 1 96013
B. Format:
1. Size: 8 W inches by 11 inches.
2. Paper: 20 lb. Minimum, white for typed pages.
3. Test: manufacturers’ printed or neatly typewritten data.
4. Drawings:
a. Providereinforced punched binder tab which is bound with the ted.
b. Fold larger drawings to the size of the te%t pages.
5. Provide fly-leaf for each separate product and major component parts of the equipment.
a. Provide typed descriptiin of products and major component parts of equipment
b. Provide indexed tabs.
6. Cover: Identii each volume with typed or printed title “OPERATING AND MAINTENANCE INSTRUCTIONS.” Lii:
a. Title of Project.
b. Identity of general subject matter covered in this volume.
7. Binders:
a. Commercial quality 3-ring binders with durable and cleanable plastic cowers.
b. When multiple binders are used, correlate the data into related groups.
1.04 CONTENTS OF MANUAL
A. Table of Content: Include in each volume, neatly typewritten.
B. Identify Contractor, name of responsible principal, address and phone number.
C. List each product included, indexad to the content of the \Folume.
D. List, with each product, the name, address and telephone number of:
1. Subcontractor or installer.
2. Maintenance contractor, as appropriate.
3. Identify area of responsibility of each of the previously mentioned parties.
4. Nearest source of supply for parts and replacement.
E. Identify each product by product name and other identifying symbols as set forth in the contract documents.
1.05 PRODUCT DATA
A. Include only those sheets which are pertinent to the specific product.
8. Annotate each sheet to:
1. Clearly identify the specific product or part installed.
2. Clearly identify the data applicable information.
20 October 1997 Operating and Maintenance Data
Carlsbad City Library 01730 - 2 96013
,F- 1.06 DRAWINGS
A. Supplement product data with drawings as necessary to clearly illustrate:
1. Relations of component parts of equipment and systems.
2. Control and flow diagrams.
B. Coordinate drawings with information in Project Record Documents to assure correct
illustration of completed installatiin.
C. Do not use Project Record Documents as maintenance drawings.
D. Written text: As required to supplement product data for the particular installation.
1. Organize in a consistent format under separate headings for different procedures.
2. Provide a logical sequence of instructiins for each procedure.
E. Copy of each warranty, bond and service contract issued:
1. Provide information sheet for the Owner’s personnel, givtng:
a. Proper procedures in the event of failure. b. Circumstances which might affect the validity of warranties or bonds.
1.07 MATERIAL AND FINISHES MAINTENANCE MANUAL
A. Submit manuals on material and finishes. Provide one sectiin for architectural products,
including applied materials and finishes, and a second for products designed for moisture- protection and products exposed to the weather.
1. Refer to individual Specification Sections for additional requirements on care and
maintenance of materials and finishes.
B. Architectural Products: Provide manufacturers data instructiins on care and maintenance of architectural products, including applied materials and finishes.
1. Manufacturer’s Data: Provide complete information on architectural products,
including the following, as applicable:
a. Manufacturers catalog number.
b. Sue.
c. Material Composition. d. Color.
e. Texture. f. Re-ordering information for specially manufactured products.
2. Care and Maintenance Instructions: Provide information on care and maintenance,
including manufacturer’s recommendations for types of cleaning agents to be used
and methods of cleaning. Provide information regarding cleaning agents and methods that could prove detrimental to the product. Include manufacturer’s recommended
schedule for cleaning and maintenance.
,-
20 October 1997
Carl&ad City Library Operating and Maintenance Data 01730 - 3 96013
C. Moisture-Protections and Weather-msed Products: Provide complete manufacturers data with instructions on inspection, maintenance and repair of products exposed to the
weather or designed for moisture-protection purposes:
1. Manufacturer’s Data: Provide manufacturers data giving detailed information,
including the following, as applicable:
a. Applicable standards.
b. Chemical wmpositiin.
c. Installation details.
d. lnspectiin procedures.
e. Maintenance information. f. Repair procedures.
D. Schedule: Provide complete information in the materials and finishes manual, including,
but not limited to products specifrrd in the following Sections:
1. Aluminum Entrances and Storefronts: Section 08410.
2. Aluminum Wrndows: Section 08520. 3. Finish Hardware: Section 08710.
4. Glass: Sectiin 08800.
5. Resilient Flooring: Sectiin 09650.
6. Carpet: Section 09680.
1.08 MANUAL FOR EQUIPMENT AND SYSTEMS
A. Submit eight (8) copies of the complete manual in its final form.
B. Content, for each unit of mechanical equipment and each mechanical system, shall be as
follows:
1. Description of unit or system, and component parts:
a. Function, normal operating characteristics and limiting conditions.
b. Performance curves, engineering data and tests. c. Complete nomenclature and commercial numbers of replaceable parts.
2. Operating Procedures:
a. Start-up, break-in and normal operating instructions.
b. Regulation, control, stopping, shut-down and emergency instructions. c. Special operating instructions.
3. Maintenance procedures:
a. Routine operations. b. Guide to Trouble-shooting.”
c. Disassembly, repair and re-assembly.
d. Alignment, adjusting and checking.
4. Servicing and lubrication schedule, with list of lubricants required.
5. Manufacturer’s printed operating and maintenance instructions. 6. Description of sequence of operation by control manufacturer.
20 October 1997 Operating and Maintenance Data Carlsbad City Library 01730 - 4 96013
7. Original manufacturers parts list, illustrations, current prices, recommended quantities
to be maintained in storage, assembly drawings, and diagrams required for maintenance.
a. Predicted life of parts subject to wear. b. ltems recommended to be stocked as spare parts.
8. As-installed control diagrams by controls manufacturer.
9. Contractor’s and subcontractor’s coordination drawings and as-built, wlor-coded piping diagrams.
10. Charts of valve tag numbers, with the location and function of each valve.
11. Other data as required in the various Specification sectiins.
1.09 CONTENT, FOR EACH ELECTRICAL AND ELECTRONIC SYSTEM, AS
APPROPRIATE:
A. Description of system and component parts.
1. Function, normal operating characteristics and limiting conditions.
2. Performance curues, engineering data and tests. 3. Complete nomenclature and commercial numbers of replaceable parts.
B. Circuit directories of panelboards.
1. Electrical servtce.
2. Controls.
3. Communications.
C. As-built, wlor-coded wiring diagrams.
D. Operating procedures:
1. Routine and normal operating instructions.
2. Sequences required. 3. Special operating instructions.
E. Maintenance procedures:
1. Routine operations. 2. Guide to “trouble-shooting.”
3. Disassembly, repair and re-assembly.
4. Adjustment and checking.
F. Manufacturer’s printed operating and maintenance instructions.
G. Original manufacturers parts list, illustrations, current prices, recommended quantities to be maintained in storage, assembly drawings and diagrams required for maintenance.
1. Predicted life of parts subject to wear.
2. Items recommended to be stocked as spare parts.
/-
20 October 1997
Carlsbad City Library
Operating and Maintenance Data
01730 - 5 96013
H.
1.10
A.
B.
C.
1.11
A.
B.
C.
D.
Other data as required in the individual sections.
1. Prepare and include additional data as may be required for instruction of the Owner’s
personnel. 2. Additiinal requirements for operating and maintenance data as specified in the
individual sections. 3. Provide complete information for products specified in the individual sections.
SUBMITTAL &HEDuLE FOR MANUALS
Submit two (2) copies of the preliminary draft of proposed formats and outlines of contents
prior to preparation of data. Owner’s Representative will review the draft and return one
(10 copy with comments.
Submit one (1) copy of the completed data in final form 15 days prior to final inspection. A
copy will be returned with comments after final inspection. No final inspection will be made until the required data has been submitted and found to be satisfactory.
Submit specifiid number of copies of approved data in final form 10 days after final inspection.
INSTRUCTION OF OWNER’S PERSONNEL
Work requiring instruction of the Owner’s personnel is specified in the individual sectiins.
Schedule the instructiinal meeting(s) 2 weeks after instructional manuals have been
submitted, reviewed and accepted by the Owner’s Representative.
1. For equipment that requires seasonal operation, provide similar instructions during
other seasons.
Upon the Owner’s taking beneficial occupancy or after final acceptance (whichewr is earlier), fully qualifiid representatives of the manufacturers shall fully instruct the Owner’s
designated operating and maintenance personnel in the operation, adjustment and maintenance of all equipment and systems.
Basis of Instruction: Operating and Maintenance manual. Review contents of manual with
personnel in full detail to explain all aspects of operations and maintenance.
PART 2 - PRODUCTS
Not applicable.
PART 3 - EXECUTION
Not applicable.
END OF SECTION
20 October 1997
Carlsbad City Library Operating and Maintenance Data
01730-6 96013
SECTION 01740
GUARANTEES, BONDS, SERVICE AND MAINTENANCE
PART I- GENERAL
1.01
A.
1.02
A.
1.03
A.
B.
C.
1.84
A.
B.
C.
GENERAL
Guarantees from subcontractors shall not limit Contractor’s warranties and guarantees to
Owner. Whenever possible, Contractor shall cause wan-antis of subcontractors to be
made directly to Owner. If such warranties are made to Contractor, Contractor shall assign
such warranties to Owner prior to final payment.
FORM OF GUARANTEE
Submit written guarantees, in the form contained at the end of this Section unless
otherwise shown in individual Sections.
SUBMITTAL REQUIREMENTS
Assemble required guarantees, bonds and service and maintenance contracts.
Number of original signed copies required: 2 each.
Table of Contents: Neatly typed and in orderly sequence. Provide complete information
for each item as follows:
1. Product or Work item.
2. Firm name, address, telephone number and name of principal.
3. Scope.
4. Date of beginning of guarantee, bond or service and maintenance contract.
5. Duration of guarantee, bond or service and maintenance contract.
5. Contractor’s name, address and teleplione number, and name of principal.
6. Provide information for Owner’s personnel including proper procedure in case of
failure and circumstances which might affect the validity of guarantee or bond.
FORM OF SUBMITTALS
Prepare in duplicate packets.
Format:
1. Size 8 %-inch by 11 -inch sheets punched for 3-ring binder. Fold larger sheets to fti into
binders.
2. ldentii each packet on the cover with typed or printed title, “GUARANTEES AND
BONDS,” Title of Project and name of Contractor.
Binders: Commercial quality, 3-ring with durable and cleanable plastic covers.
20 October 1997 Guarantees, Bonds, Set-&e and Maintenance
Carlsbad City Library 01740 - 1 96013
1.05
A.
B.
TIME OF SUBMITTALS
Wnhin 10 days after date of Substantial Completion, prior to request for Final Payment.
For Work actkties, where Final Completion is delayed materially beyond the date of
Substantial Completion, provide updated submittal within 10 days after Final Completion,
listing the date of Final Completion as the start of the Guarantee to Repair Period.
1.06 SUBMITTALS REQUIRED
A. Submit guarantees, bonds, and service and maintenance contracts specified in the
individual Sections.
PART 2 - PRODUCTS
Not applicable.
PART 3 - EXECUTION
Not applicable.
END OF SECTION
20 October 1997
Carlsbad City Library
Guarantees, Bonds, Se&e and Maintenance
01740-2 96013
SECTION 01800
MOBILKATION
PART 1 - GENERAL
1 .Ol SUMMARY
A. Mobilization shall consist of preparatory work and operation, including, but not limited to
providing bonds, insurance, financing, and what is necessary for the initial movement of personnel, equipment, supplies and incidentals to the Project Site: for the establishment of
all offices, buildings and other facilities necessary for Work on the Project, and for all other
work and operations which must be performed or costs incurred prior to beginning work on the various contract items on the Project Site.
B. The fwed contract lump sum price paid for mobilizatiin as established by the Owner’s
Representative and as shown in the Bid form shall include full compensation for furnishing
all labor, materials, tools, equipment and incidentals, and for doing all work involved in
“mobilizatiin” as specified herein.
PART 2 - PRODUCTION
Not applicable.
PART 3 - EXECUTION
Not applicable.
END OF SECTION
20 October 1997
Carlsbad City Library Mobilization 01800 - 1 98013
SECTION 02276
CRIB -TYPE RETAINING WALLS
PART 1 - GENERAL
1.01
A.
1.02
A.
1.03
A.
1.04
A.
6.
RELATED DOCUMENTS
Documents affecting work of this Section include, but are not necessarily limited to, the
Agreement General Conditions, Supplementary Conditions, Sections in Divisions 1,2, and
3 of these Specifications, and the Drawings.
REQUIREMENTS
Crib type retaining walls shall be in conformance with the following requirements for
design, materials, manufacture, and construction of precast, reinforced concrete crib type
wall systems. Wall Contractor shall furnish all design, materials, and labor to provide the
crib type retaining walls required. Precast crib member manufacturer shall have a
minimum of 5 years experience in the design, manufacture and installation of similar
projects.
CODES AND STANDARDS
Except as modified by the requirements specified herein or the details on the Drawings,
work shall conform to the applicable provisions of the following codes and standards:
1. The San Diego Area Regional Standard Drawings as modified by the Cii of Carlsbad
and City Supplemental Drawings.
2. The Standard Specifications for Public Works Construction [Green Book) as adopted
by the City of Carlsbad.
3. The Cii of Carlsbad Grading and Erosion Control Ordinance No. NS385.
SUBMITTALS
Comply with pertinent provisions of Section 01300.
Submit all design calculations, test results, material compliances, performance history,
layout and placement plans and unit details for approval prior to manufacture. Following
approval by the architect, subm*ml shall also be made to the City of Carlsbad for approval.
PART 2 - DESIGN
2.01 DESIGN OF WALL SYSTEM
20 October 1997
Carlsbad Cii Library
Crib Type Retaining Walls
02276-I
96013
A.
B.
C.
0.
E.
2.02
A.
B.
C.
0.
Crib type retaining walls are gravity retaining walls and shall be designed in accordance
with principles of design for such walls. Project plans, specifications and calculations shall
be prepared and signed by a California Registered Ciil Engineer. The plans shall include
detailed information including materials, excavations, backfill, installation instructions,
drainage, profile and specifications.
Recommendations as to the lateral earth pressure to be used for design shall be made
by a California Registered Soils Engineer specifically for the materials and conditions at the
site. Infernal angle of friction and wall friction shall not be used in the design of the walls.
The face of the wall shall consist of a grid of precast concrete members, with face inclined
at a slope of I:4 (horizontal: vertical), and as shown. Horizontal members of such a grid
are called “front stretchers”. Nonstandard stretcher lengths required to complete the
end of a wall are called “close&. The face members are connected by transverse
members called “headers” to a similar grid of “back stretchers”, parallel to the face of the
wall and located so that the overall thickness of the wall is not less than three feet.
Addiional spacers bet3rrveen the stretchers in the front and back grids may be used if the
system requires it, and are called “false headers”. Headers are perpendicular to the face
of the wall.
The system may allow for the addition of one or more grids of members, parallel to the
face and situated behind the structure described in Section 2.01 A and as shown. Such
additional grids shall be connected to the grid in front of it by an interlocking header
system. This constitutes a multiple depth wall.
The space b&een the face and the back of the wall shall be filled with free draining rock
or soil compacted to density specified by the Soils Engineer.
UNITS
Individual members for the crib type wall shall be capable of normal handling without being
damaged. Damaged members shall not be used and shall be removed from the job site.
Headers, stretchers, and closers shall contain a minimum area of reinforcing steel equal
to 0.20 square inches. All reinforcing steel shall be locatied symmetrically in the members
to allow the variations in placing.
Each connection between a header and stretcher shall be capable of withstanding a
horizontal shearing force at failure equal to or greater than shear capacity of the
stretcher in direct shear. This connection resistance may be generated by shear
resistance in lugs or frictional resistance between header and stretcher or both. Each
header and stretcher connection shall provide at least 18 square inches of bearing area.
Each stretcher and closer shall have an ultimate strength to resist in bending a horizontal,
uniformly distributed load equal to 1200 pounds per foot together with a vertical load
equal to 400 pounds per foot. For testing, the members shall be assumed to be
supported as they would be in the wall, with span lengths taken to the center of supports.
20 October 1997
Carlsbad Cii Library
Crib Type Retaining Walls
02276-2
96013
/-
E. Each header member shall have an ultimate strength to resist a tension along its length
equal to 3000 pounds, together with a vertical bending load equal to 600 pounds per
foot
2.03 PREQUALIFICATION DF STANDARD MEMBERS
A. The crib wall Contractor shall use standard members and only those members which
have been prequalified in accordance with this specification will be acceptable.
B. The Project Manager may conduct tests on individual members selected at random from
the manufacturer to ensure that the standards set forth are being attained. Members
shall be separately marked in lots as specified.
PART 3 - PRODUCTS
3.01
A.
B.
C.
/-
0.
E.
3.02 DESIGN MIX
A. Mix Design shall be prepared by a materials laboratory under the direction of a Civil
Engineer specifying relative quantities of cement, water, aggregates, and admixtures
necessary to obtain required minimum concrete strength, durability and porosity. This
design mix shall be specific to the aggregates in use and shall be available from the
manufacturer at all times.
B.
MATERIALS
Cement: Shall conform to the requirements of ASTM Cl 50 and shall be stored and
handled so that it is protected against deterioration or contamination at all times. Cement
shall be Type II.
Fine and Coarse Aggregates: Shall comply with the requirements of ASTM C33 and
C330 including gradation requirements. Maximum aggregate size shall be one-inch.
Water: Shall be potable and free from any substances deleterious to concrete or
reinforcing steel.
Admixtures: Air entraining admixtures shall be used and shall comply with ASTM C260.
Water reducing chemical admixture shall comply with ASTM C494.
Reinforcing Steel: Shall conform to ASTM A61 5, Grade 60. Reinforcing steel shall be
free from damage and contamination. lt shall be clean and free from all loose mill scale,
dust, loose rust, and coatings such as paint and oil immediately before use in concrete.
Quality of Concrete: The minimum concrete compressive strength at 28 days shall be
3,250 psi. Submit mix design with submittals. The minimum cement content in the mix
shall be 5.5 sacks/cubic yard. The water/cement ratio shall not exceed 0.5 by weight.
The concrete shall be vibrated during the manufacture so that the density is equal to at
least 97 percent of the density of a standard specimen prepared to the requirements of
ASTM Cl 92. Absorption of the concrete units shall not exceed 5%.
/-
20 October 1997
Carlsbad Cii Library
Crib Type Retaining Walls
022763
96013
PART 4 - MANUFACTURE OF MEMBERS
4.01
A.
B.
C.
0.
4.02
A.
B.
4.03
A.
B.
4.04
A.
B.
4.05
A.
TOLERANCES
The length and width of all members shall be within + 1/8inch of the approved design
value.
The distance between bearing surfaces at the end of a member and those dimensions
governing the interchangeability and the fitting together of members shall be within 2
I/ 1 G-inch of the approved design value.
Each face of a member which bears against another member shall not depart by more
than 2 1/16-inch from a plane surface.
Bearing surfaces of standard members shall be parallel to within 5 I/ 1 G-inch in width
of the member.
FORMED SURFACES
The sides of the members which bear against other members shall be constructed so
that the finished members will meet the tolerances specified in Paragraph TOLERANCES;
and so that the members may be sb+pped without damage to the concrete.
All surfaces of members shall have a smooth, uniform appearance free from voids or
honeycombed areas.
REINFORCING STEEL
Reinforcing steel shall be placed and maintained within + 1/4inch of the approved design
positions, but without reducing the minimum cover.
The minimum concrete cover for reinforcing steel shall be l-1/2 inches.
CURING
All members shall be protected from severe weather elements either by a totally enclosed
building or by the use of heay plastic covering adequately secured to prevent movement.
All members shall be moist cured and kept continuously damp for at least seven days
after manufacture. Water shall not be directly applied for at least 24 hours after
manufacture. During this 24-hour period, members shall be totally enclosed by heavy
plastjc covering. Members may be coated with a curing compound conforming to ASTM
C309 in lieu of moist curing.
TRANSPORTATION/STORAGE AND HANDUNG
Comply with pertinent provisions of Section 01600.
20 October 1997 Crib Type Retaining Walls
Carlsbad Cii Library 022764
96013
B.
/-
All members shall be handled, stored, and shipped on stringers, pallets, or other approved
methods so as to eliminate the danger of cracking, chipping, fractures, and excessive
bending stresses. Members shall not be shipped to the site prior to achieving the
specified 7-day strength.
C.
0.
Any cracked or damaged members shall be rejected and removed from the site.
Each pallet of members shall be individually marked with its date and shift of manufacture.
Such marking shall be of sufficient durability to withstand a minimum of six months
exposure to severe weather elements.
4.06 TESTING AND INSPECTKIN
A. Acceptability of members will be determined on the basis of compression tests,
absorption tests and visual inspection by the Engineer. The manufacturer shall furnish
facilities and testing in an expeditious and satisfactory manner. Members will be
considered acceptable for placement in the wall when 7day strengths exceed 85 percent
of 28day requirements. Testing will be performed by manufacturer. Certified test results
shall be submitted to Project Manager. Units indicating imperfect molding, honeycombed,
porous or, open texture concrete, cracks or other imperfections, or do not satisfy material
requirements or dimensions be rejected.
B.
/c C.
There shall be one compression test performed for each 50 cubic yards of concrete
batched. Each compression test shall consist of three specimens treated at 7-days and
three specimens tested at 28days.
Absorption test shall be performed for each 406OCY of concrete.
PART 5 - CDNSTRUC-IION
5.01
A.
B.
C.
5.02
A.
B.
,/-
C.
WALL LAYOUT
Comply with pertinent provisions of Section 01050.
Crib type wall construction shall be in reasonably close conformity to the lines, grades,
design and dimensions shown on the plans and as established with staking.
The Contractor shall obtain the Project Manager’s approval of alignment before
commencing erection of the wall.
EXCAVATION
A bench excavation to sound material shall be made for the base of the crib units. Unless
otherwise shown on the plans, the bench shall be horizontal in the line of the wall and have
a fall of I:4 from the front to the back of the excavation. The depth of the excavation shall
be a minimum of three feet below the grade of natural soil at the front face of the wall,
except as shown on the plans.
The Contractor shall obtain the Soil Engineer’s inspection and approval of the excavated
foundation prior to placement of the wall units.
finished base excavation to within i/2-inch of base elevation shall include vertical steps
20 October 1997
Carlsbad Ci Library
Crib Type Retaining Walls
02276-5
96013
5.03
A.
BASE SLABS
After verification by the Soils Engineer is received of foundation adequacy, the first course
of stretchers shall be placed directly onto the base soil. At the Contractor’s option, a
maximum of two-inches of sand or fine gravel may be used for bedding material below the
bottom course of stretchers.
5.04
A
WALL CDNSTRUCTlON
Members shall be handled and placed in such a manner that they are not cracked or
chipped and so that no damage is caused to the seating areas. Cracked members shall
not be placed anywhere in the wall and shall be discarded.
B. The first course of members shall be stretchers or closers unless shown otherwise on
the plans. Care shall be taken in placement to ensure firm bedding against the base soil.
C. The wall shall be placed in horizontal lifts. No more than four lifts shall be placed before
backfilling.
0. Members shall be placed in a uniform pattern. Walls shall be provided with back
stretchers for the full height of the wall, except for the top course. The top course shall
consist of full headers only.
E. When walls join at an angle, it may be necessary to saw cut stretchers to provide a neatly
jointed comer, Construction shall start at the comer and proceed away from it, wherever
possible.
F. When a member is saw cut, the exposed reinforcing steel and face of member shall be
covered with epoxy. No reinforcing steel shall remain exposed.
G. When a wall is curved in plan to a radius of less than 100 feet, special stretchers or saw
cuts shall be made where necessary to ensure that the tolerances set forth in Section
5.07 are satisfied.
5.05
A.
DRAlNAGE
Drainage behind the wall shall be installed as shown on the plans and as directed by the
Soils Engineer.
B. Drainage above the wall shall be collected and diverted from flowing over the face of the
wall by grading sloped away from the top of wall as shown on the plans.
5.06 BACKFILL WlTHIN THE PRECAST UNlTS
A. Backfill material shall be approved by the Soils Engineer and shall consist of a soil
reasonably free from organic and otherwise deleterious materials. The backfill material
within the crib shall be structurally strong and exhibit sufficient cohesion to effectively
resist erosion at the face of wall, but that cohesion must not be so excessive as to create
problems with compaction. Materials to be excavated at the site shall be considered to
be acceptable in meeting these conditions for bid purposes. Excavated materials that are
where plans indicate base of wall is to be stepped.
20 October 1997
Carlsbad City Library
Crib Type Retaining Walls
022766
96013
not approved by the Soils Engineer shall be removed from the site. Imported backfill
materials shall meet the following conditions.
B. Imported backfill material shall consist of a soil free from organic and otherwise
deleterious materials conforming to the following gradation limits set forth in MSHTD T-
27:
sieve percent
size
3-inches %P
No. 200 1 O-25
In addition, if the fraction is finer than the No. 200 Sieve is between 15 and 25 percent,
the backfill must conform to the following requirements:
I. The plasticity index as determined by AASHTD T-90 shall not exceed 6.
2. The fraction finer than 15 microns (0.015 Mm) as determined by AASHTD T-88 shall
not exceed 15 percent
3. The material when compacted to 90 percent or higher as determined by AASHTO
T-99 at optimum moisture content shall exhibit an internal friction angle of not less
than 30 degrees as determined by a direct shear test [AASHTD T-236).
4. The cohesion of the material as determined by a standard direct shear test or a
triaxial shear test shall fall within the range of 50 to 150 psf.
C. Backfill shall be placed in layers of no more than l-foot loose depth. Each l-foot layer of
material shall be thoroughly compacted within and behind the wall using hand-operated
compaction equipment. Compaction within the wall framework shall be to a minimum of
90 percent relative compaction per ASTM D1556. Tests can be taken anywhere within
the wall cell. The Contractor shall call for tests after every two vertical feet of backfill has
been placed and compacted, or as directed by the Engineer.
5.07 TOLERANCES
A. The finished front face of the wall shall conform to the plans and shall be within the
following tolerances:
1. Variation in any one course: + 1/4inch from 15-foot straight edge.
2. Relative positions of adjacent stretchers in any one course in plans or elevation: +
i/4-inch of true alignment
3. Alignment of headers and false headers up the face of the wall: + 1/2inch from
vertical in elevation.
4. Variation in front batter slope from design slope: + 1 -inch in 10 feet
5. Variation from batter slope: + i/2-inch from 1 O-foot straight edge.
6. Variation from plane surface along the wall for straight walls: + 1/2inch from 1 O-
foot straight edge.
20 October 1997 Crib Type Retaining Walls
Carlsbad Cii Library 02276-7
96013
.
7. Variation of gap between stretchers from point midway between headers: + 2-inches
from straight walls, + 44nches for curved walls.
B. Curved walls shall be constructed with a uniform angular change at each joint between
stretchers so that the front face of the wall presents an even surface. The gap between
adjacent stretchers in any course of a curved wall shall not exceed l-inch. angular
deflection at a junction between stretchers should not exceed 20 degrees [approximately
15-foot radius) unless special saw cuts are made in stretchers.
END OF SECTlON
20 October 1997
Carlsbad Cii Library
Crib Type Retaining Walls
022766
96013
SECTION 02515
CONCRETE UNIT PAVERS
PART 1 - GENERAL
1 .Ol RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not necessarily limited to, the
Agreement, General Conditions, Supplementary Conditions, Sections in Division 1 of
these Specifications, and the Drawings.
1.02 SUBMITTALS
A. Comply with pertinent provisions of Section 01300.
8. Product Data: Submit the following:
1. Materials list of items proposed to be provided under this Section.
2. Manufacturer’s specifications and other data needed to prove compliance with the
specified requirements.
3. Shop drawings in sufficient detail to show fabrication, installation, anchorage, and
interface of the work of this Section with the work of other Sections.
4. Manufacturer’s recommended installation procedures which will become the basis
for accepting or rejecting actual installation procedures used on the Work.
C. Samples:
1. Pavers: Submit manufacturer’s color charts consisting of actual unit pavers
indicating color and texture.
2. Submit samples of pedestals.
1.03 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and experienced
in the necessary crafts and who are completely familiar with the specified requirements
and the methods needed for proper performance of the work of this Section.
8. Field Measurements: Take necessary measurements in the field to assure proper
dimensions for the work of this Section.
C. Paving slabs shall be free from defects that will interfere with their proper performance.
20 October 1997 Concrete Unit Pavers
Carlsbad City Library 02515-I 96013
I .04 DELIVERY, STORAGE, AND HANDLING
A. Comply with pertinent provisions of Section 01600.
PART 2 - PRODUCTS
2.01 MATERIALS
A. Concrete Pavers: DecorStone, Inc., Sunny Brook Precast Concrete Co., or approved
equal, as follows:
1. Size: 24” x 24” x 2”. Design actual thickness of pavers for load imposed.
2. Finish: Sandblasted.
3. Colors: As selected by Architect from manufacturer’s standard range of colors
4. Tolerances: The length and width of pavers shall not exceed plus/minus 114” from
the selected dimension. the thickness shall not vary by plus/minus I/4” from the
selected thickness.
8. Pedestal Supports: Tremco Co., “Tremproof King-Pin Pedestal”, W.R. Grace “Plaza Deck
Pedestals”, or approved equal.
2.02 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete and proper
installation, as selected by the Contractor subject to the approval of the Architect.
PART 3 - EXECUTION
3.01 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this Section will be performed.
Correct conditions detrimental to timely and proper completion of the Work. Do not
proceed until unsatisfactory conditions are corrected.
8. Commencement of installation of any products of this Section shall be considered as
acceptance of the substrate and conditions as being satisfactory for proper installation
of products of this Section.
3.02 INSTALLATION
A. Coordinate as required with other work to assure proper and adequate provision in other
work for interface with the work of this Section.
20 October 1997
Carlsbad City Library
Concrete Unit Pavers
02515-2 96013
,.-
8. Install the work of this Section in strict accordance with the original design, the approved
Shop Drawings, pertinent requirements of governmental agencies having jurisdiction, and
the manufacturer’s recommended installation procedures.
C. Each paver shall have no greater than l/8” elevation variance with adjacent pavers.
END OF SECTION
r
20 October 1997
Carlsbad City Library
Concrete Unit Pavers
02515-3 96013
SECTION 02517
GRANITE PAVERS AND BOLLARDS
- - -- 1 - GENERAL PART
1.01
A.
RELATED DOCUMENTS
Documents affecting work of this Section include, but are not necessarily limited to, the
Agreement, General Conditions, Supplementary Conditions, Sections in Division I of
these Specifications, and the Drawings.
I .02
A.
B.
I .03
A.
8.
C.
SUBMITTALS
Comply with pertinent provisions of Section 01300.
Product Data: Submit the following:
I. Materials list of items proposed to be provided under this Section.
2. Manufacturer’s specifications and other data needed to prove compliance with the
specified requirements.
3. Manufacturers recommended installation procedures which will become the basis
for accepting or rejecting actual installation procedures used on the Work.
4. Shop Drawings: Submit cutting and setting drawings indicating sizes, dimensions,
sections, arrangement and provisions for jointing of pavers and bollards.
5. Samples: Submit sets of samples for each color, grade, finish, type and variety of
stone consisting of units not less than actual size. Include 2 or more units in each
set of samples showing full range of color and texture to be expected in completed
work including grout color and expansion material colors..
QUALITY ASSURANCE
Source: All stone shall be obtained from quarries having adequate capacity and facilities
to meet the specified requirements, including the capacity to cut and finish material
without delaying the progress of the Work.
Field Measurements: Take necessary measurements in the field to assure proper
dimensions for the work of this Section.
Reference Standards: In addition to complying with all pertinent codes and regulations,
comply with the following:
1. American National Standards Institute (ANSI)
20 October 1997 Granite Pavers and Bollards
Carlsbad City Library 02517-l 96013
a. AI08.5-1992 Ceramic Tile Installed with Dry-Set Portland Cement Mortar or
Latex-Portland Cement Mortar.
2. National Building Granite Quarries Association, Inc. (NBGQA).
a. Specifications for Building Granite.
1.04 DELIVERY, STORAGE, AND HANDLING
A. Comply with pertinent provisions of Section 01600.
PART 2 - PRODUCTS
2.01
A.
MATERIALS
-8.
C.
Granite Pavers: Thermal cut, split edge, 1 l-1 14” x 1 I -l/4” x 2” at traffic area and I I -I 14”
x I I -l/4” x I-I/2” at pedestrian areas, “Camellian”, a by-product left over from
dimensional stone orders, by Cold Spring Granite Co.
Granite Bollards: Fabricated of “Camellian”, by Cold Spring Granite Co., thermal finish.
Granite at Bench Tops: Fabricated of “Camellian”, by Cold Spring Granite Co., thermal
finish.
D.
E.
F.
G.
H.
2.02
A.
Dry Set Thin-Set Mortar: ANSI Al 18.1.
Dry-Set Grout: ANSI AI 18.6. Color to be selected by the Architect.
Water: Potable, neutral pH.
Expansion Joint Material: 3/8” thick fiberglass board, 6 - 15 pcf.
Sealants: Specified in Section 07920.
OTHER MATERIALS
Provide other materials, not specifically described but required for a complete and proper
installation, as selected by the Contractor subject to the approval of the Architect.
2.03 FABRICATION
A. Precut stone units to required sizes and shapes. Use powered masonry saw for cutting
units at site. Avoid use of less-than-half-size units.
20 October 1997
Carlsbad City Library
Granite Pavers and Bollards
025 I 7-2 96013
PART 3 - EXECUTION
r‘- 3.01
A.
B.
3.02
A.
8.
C.
D.
3.03
A.
B.
SURFACE CONDITIONS
Examine the areas and conditions under which work of this Section will be performed.
Correct conditions detrimental to timely and proper completion of the Work. Do not
proceed until unsatisfactory conditions are corrected.
Commencement of installation of any products of this Section shall be considered as
acceptance of the substrate and conditions as being satisfactory for proper installation
of products of this Section.
lNSTALLATlON
Coordinate as required with other work to assure proper and adequate provision in other
work for interface with the work of this Section.
Install the work of this Section in strict accordance with the original design, the approved
Shop Drawings, pertinent requirements of governmental agencies having jurisdiction, and
the manufacturer’s recommended installation procedures.
Install stone pavers to comply with requirements of installation specification ANSI AI 08.5
and NBGQA “Specifications for Building Granite”, in running bond pattern, with dry-set
grout 3/4” joints.
Refer to drawings for location of control joints.
ADJUSTING, CLEANING, AND SEALING
Remove and replace stonework of the following description:
I. Broken, chipped, stained or otherwise damaged stones.
2. Defective joints.
3. Stones and joints not matching approved samples.
4. Stonework not complying with other requirements.
Protect stone paver flooring during construction period with kraft paper or heavy covering
of type that will not stain or discolor stone.
END OF SECTION
20 October 1997
Carlsbad City Library
Granite Pavers and Bollards
02517-3 96013
SECTlON 02723
DRAIN SYSTEM FILTERS
PAH I
1.01
A.
1.02
A.
1.03
.- A.
8.
C.
D.
E.
1.04
A.
B.
C.
1 -l5tNtllAL
RELATED DDCUMENTS
Documents affecting work of this Section include, but are not necessarily limited to, the
Agreement General Condiions, Supplementary Conditions, Sections in Divisions 1,2, and
3 of these Specifications, and the Drawings.
CODES AND STANDARDS
Except as modified by the requirements specified herein or the details on the Drawings,
all work included in this section shall conform to the applicable provisions of the following
codes and standards:
1. Environmental Protection Agency (EPA) applicable requirements of use of hazardous
materials.
2. U.S. Occupational Safety and Health Administration (DSHA] applicable requirements.
SUBMllTALS
Comply with pertinent provisions of Section 01300.
Placement drawings of all filter elements and material composition with unit details.
Placement drawings shall show the installation locations, sizes, insertion and removal
details.
Certified tests for efficiency of the adsorbent materials, types of contaminates removed
and flow allowances.
Data showing conformance with EPA, NPDES, State and local requirements.
Installation, maintenance, service and disposal requirements of the filter media or unit.
DELlVERY, STORAGE, AND HANDUNG
Comply with pertinent provisions of Section 01600.
Deliver materials to the job site and store in their original unopened containers with all
labels intact and legible at time of use. Store and handle in strict accordance with the
manufacturers’ recommendations.
Protection: Use all means necessary to protect materials of this Section before, during
and after installation and to protect installed work and materials
/-
20 October 1997
Carlsbad Cii Library
Drain System Filters
02723-I
96013
1.05 WARRANTY
A. Upon completion of this potion of the Work, and as a condition of its acceptance, deliver
to the Project Manager two copies of a Warranty signed by the Contractor and cosigned
by the subcontractor for the work of this Section, agreeing to replace and reinstall all work
of this Section found defective in material or workmanship within a period of two years
from date of Substantial Completion.
1. Failures include, but are not limited to, abnormal deterioration of materials: and failure
of the assemblies to meet performance requirements.
1 .D6 MAINTENANCE AND DISPDSAL
A. Maintenance and disposal services required and to be provided.
PART 2 - PRODUCTS
2.01
A.
B.
C.
D.
E.
F.
G.
H.
I.
MATERIALS
Filters shall be EPA approved adsorbent materials of nonhazardous ingredients. Filter
materials shall not contain reactive chemicals, be noncarcinogenic, non-biodegradable,
nonieaching, non+oxic, nonflammable and noninjurious to asphalt, cement, soil or plant-
life.
Filters shall be capable of collecting petroleum-based hydrocarbons and other required
contaminants.
Filters shall permit sufficient unrestricted drain flows.
Units shall be available to fit square, rectangular, round, curb inlets or trench drains.
Filter containers shall be galvanized steel or fiberglass to f& the particular basin or inlet
Filters shall be capable of removing a minimum of 96% of the contaminants.
Filters shall remova harmful pollutants during initial and low flows and allow smooth flows.
Filters shall be designed to bypass exceeding flow-through capabilities on into the drain
system without obstruction.
Filters shall be capable of effective filtering a minimum 10 gpm per foot of filter.
Materials shall be capable of adsorbing a minimum of 1.80 gallons of liquid contaminate
per cubic foot of adsorbent
PART 3 - EXECUTION
3.01 SURFACE CDNDlTlONS
A. Examine the areas and conditions under which work of this Section will be performed.
Correct conditions detrimental to timely and proper completion of the Work. Do not
proceed until unsatisfactory conditions are corrected.
20 October 1997 Drain System Filters
Carlsbad Cii Library 02723-2
96013
F--
B. Commencement of installation of any products of this Section shall be considered as
acceptance of the conditions as being satisfactory for proper installation of products of
this Section.
3.02 INSTALLATlDN
A. Coordinate as required with other work to assure proper and adequate provisions in other
work for interface with the work of this Section.
B. Install the work of this Section in strict accordance with the original design, the approved
Shop Drawings, pertinent requirements of governmental agencies having jurisdiction, and
the manufacturers’ recommended installation procedures.
C. Filter units for each location of installation shall be of proper size and type.
END OF SECTION
20 October 1997 Drain System Filters
Carlsbad City Library 027233
96013
SECTION 02810
LANDSCAPE IRRIGATION
PART 1 - GENERAL
1 .Oi SUMMARY
A. It is the intent of the specifications and drawings that the finished system is complete in every
respect and shall be ready for operation satisfactory to the Owner.
6. The work shall include all materials, labor, services, transportation, and equipment necessary
to perform the work as indicated on the drawings, in these specification, and as necessary to
complete the contract.
1.02 CONSTRUCTION DRAWINGS
A. Due to the scale of the drawings, it is not possible to indicate all offsets, fittings, sleeves, etc.
which may be required. The Contractor shall carefully investigate the structural and finished conditions affecting all of his work and plan his work accordingly, furnishing such fittings, etc.
as may be required to meet such conditions. Drawings are generally diagrammatic and
indicative of the work to be installed. The work shall be installed in such a manner as to avoid conflicts between irrigation systems, planting, and architectural features.
B. All work called for on the drawings by notes or details shall be furnished and installed whether or not specifically mentioned in the specifications. When an item is shown on the plans but not
shown on the specifications or vice versa, it shall be deemed to be as shown on both. The
Landscape Architect shall have final authority for clarification.
C. The Contractor shall not willfully install the irrigation system as shown on the drawings when it is obvious in the field that obstructions, grade differences or discrepancies in area dimensions
exist that might not have been considered in engineering. Such obstructions or differences should be brought to the attention of the Landscape Architect as soon as detected. In the
event this notification is not performed, the Irrigation Contractor shall assume full responsibility
for any revision necessary.
1.03 QUALITY ASSURANCE
A. Provide at least one english speaking person who shall be present at all times during execution of this portion of the work and who shall be thoroughly familiar with the type of
materials being installed and the manufacturer’s recommended methods of installation and who shall direct all work performed under this section.
B. Manufacturer’s directions and detailed drawings shall be followed in all cases where the
manufacturer of articles used in this contract furnish directions covering points not shown in
the drawings and specifications.
C. All local, municipal, and state laws, rules and regulations governing or relating to any portion of this work are hereby incorporated into and made a part of these specifications, and their
provisions shall be carried out by the Contractor. Anything contained in these specifications
shall not be construed to conflict with any of the above rules and regulations of the same. However, when these specifications and drawings call for or describe materials, workmanship, or construction of a better quality, higher standard, or larger size than is
October 20, 1997 Carlsbad City Library
Landscape Irrigation
02810-l
required by the above rules and regulations, the provisions of these specifications and
drawings shall take precedence.
D. All materials supplied for this project shall be new and free from any defects. All defective
materials shall be replaced immediately at no additional cost to Owner.
E. The Contractor shall secure the required licenses and permitsincluding payments of charges and fees, give required notices to public authorities, verify permits secured or arrangements
made by othegaffecting the work of this section.
1.04 SUBMITTALS
A. Materials List:
1. After award of contract and before any irrigation system materials are delivered to the job
site, submit to the Owner a complete list of all irrigation systems, materials, or processes proposed to be furnished and installed as part of this contract.
2. Show manufacturer’s name and catalog number for each item, furnish complete catalog
cuts and technical data, furnish the manufacturer’s recommendations as to the method of installation.
3. No substitutions will be allowed without prior written acceptance by the Landscape
Architect or Owner’s authorized representative.
4. Manufacturer’s warranties shall not relieve the Contractor of his liability under the guarantee. Such warranties shall only supplement the guarantee.
B. Substitutions:
If the Irrigation Contractor wishes to substitute any equipment or materials for those
equipment or materials listed on the irrigation drawings and specifications, he may do so by providing the following information to the Landscape Architect or Owners authorized
representative for approval.
5. Provide a written statement indicating the reason for making the substitution.
6. Provide catalog cut sheets, technical data, and performance information for each
substitute item.
7. Provide in writing the difference in installed price if the item is accepted.
1 .O EXISTING CONDITIONS
A. The Contractor shall verify and be familiar with the locations, size and detail of points of connection provided as the source of water, electrical supply, and telephone line connection to
the irrigation system.
B. Irrigation design is based on the available static water pressure shown on the drawings.
Contractor shall verify static water on the project prior to the start of construction. Should a
discrepancy exist, notify the Landscape Architect and Owner’s authorized representative prior to beginning construction.
C. Prior to cutting into the soil, the Contractor shall locate all cables, conduits, sewer septic tanks, and other utilities as are commonly encountered underground and he shall take proper precautions not to damage or disturb such improvements. If a conflict exists between the such
October 20, 1997 Landscape Irrigation Carlsbad City Library 0281 O-2
.-
obstacles and the proposed work, the Contractor shall promptly notify the Landscape Architect and Owner who will arrange for re-location. The Contractor will proceed in the same manner if
a rock layer or any other such conditions are encountered.
D. The Contractor shall protect all existing utilities and features to remain on and adjacent to the
project site during construction. Contractor shall repair, at his own cost, all damage resulting from his operations or negligence.
E. The Irrigation Contractor shall coordinate with the General Contractor for installation of required sleeves as shown on the plans.
1.06 OBSERVATIONS
A. The Contractor shall permit the Landscape Architect and Owners authorized representative to
visit and observe at all times any part of the work and shall provide safe access for such visits.
B. Where the specifications require work to be tested by the Contractor, it shall not be covered over until accepted by the Landscape Architect, Owners authorized representative, and/or
governing agencies. The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and governing agencies, a minimum of 48 hours in advance, where and when
the work is ready for testing. Should any work be covered without testing or acceptance, it shall
be, if so ordered, uncovered at the Contractor’s expense.
C. Observations will be required for the following at a minimum:
1. System layout
2. Pressure test of irrigation main line (Four hours at 125 PSI or 120% of static water pressure,
which ever is greater.)
3. Coverage test of irrigation system
4. Final observation/review prior to start of maintenance period
5. Final acceptance
D. Site observations and testing will not commence without the record drawings as prepared by
the Irrigation Contractor. Record drawings must complete and up to date for each site visit.
E. Work which fails testing and is not accepted will be re-tested. Hourly rates and expenses of
the Landscape Architect, Owner’s authorized representative, and governing agencies for re- observation or re-testing will be paid by the Irrigation Contractor at no additional expense to
Owner.
1.07 STORAGE AND HANDLING
A. Use all means necessary to protect irrigation system materials before, during, and after installation and to protect the installation work and materials of all other trades. In the event of
damage, immediately make all repairs and replacements necessary to the acceptance of the Landscape Architect and Owner and at no additional cost to the Owner.
October 20,1997 Catlsbad City Library
Landscape Irrigation
0281 O-3
B. Exercise care in handling, loading, unloading, and storing plastic pipe and fittings under cover until ready to install. Transport plastic pipe only on a vehicle with a bed long enough to allow
the pipe to lay flat to avoid undue bending and concentrated external load.
1.08 CLEANUP AND DISPOSAL
A. Dispose of waste, trash, and debris in accordance with applicable laws and ordinances and
as prescribed by authorities having jurisdiction. Bury no such waste material and debris on the site. Burni?ig of trash and debris will not be permitted. The Contractor shall remove and
dispose of rubbish and debris generated by his work and workmen at frequent intervals or when ordered to do so by the Owner’s authorized representative.
B. At the time of completion the entire site will be cleared of tools, equipment, rubbish and debris which shall be disposed of off-site in a legal disposal area.
1.09 TURNOVER ITEMS
A. Record Drawings:
1. Record accurately on one set of contract drawings all changes in the work constituting
departures from the original contract drawings.
2. The changes and dimensions shall be recorded in a legible and workmanlike manner to the satisfaction of the owner. Prior to final observation of work, submit record drawings to
the Landscape Architect or Owner’s authorized representative.
3. Dimensions from/to pemanent points of reference such as buildings, sidewalks, curbs,
etc. shall be shown. Data on record drawings shall be recorded on a day to day basis as the project is being installed. All lettering on drawings shall be minimum l/8 inch in size.
4. Show locations and depths of the following items:
a. Point of connection (including water POC, master control valves, quick couplers, etc.)
b. Routing of sprinkler pressure lines (dimensions shown at a maximum of 100 feet
along routing)
c. Isolation valves
d. Automatic remote control valves
e. Quick coupling valves
f. Routing of control wires
g. Irrigation controllers
h. Related equipment (as may be directed)
5. Maintain record drawings on site at all times. Upon completion of work, transfer all as- built information and dimensions to reproducible sepia prints.
B. Controller Charts:
October 20,1997 Carlsbad City Library
Landscape Irrigation
0281 O-4
.-
1. Record drawings must be approved by Landscape Architect and/or Owner’s authorized
representative before charts are prepared.
2. Provide one controller chart for each automatic controller. Chart shall show the area covered by the particular controller.
3. The chart is to be a reduced copy of the actual “record” drawing. In the event the
controller sequence is not legible when the drawing is reduced, it shall be enlarged to a readable size.
4. When completed and approved, the chart shall be hermetically sealed between two
pieces of plastic, each piece being a minimum 20 mils in thickness.
C. Operation and Maintenance Manuals:
1. Two individually bound copies of operation and maintenance manuals shall be delivered
to the Landscape Architect or Owners authorized representative at least 10 calendar days prior to final observation. The manuals shall describe the material installed and the
proper operation of the system.
2. Each complete, bound manual shall include the following information:
a. Index sheet stating Contractor’s address and telephone number, duration of
guarantee period, list of equipment including names and addresses of local
manufacturer representatives.
b. Operating and maintenance instructions for all equipment.
c. Spare parts lists and related manufacturer information for all equipment.
D. Equipment:
1. Supply as a part of this contract the following items:
a. Two (2) wrenches for disassembly and adjustment of each type of sprinkler head used in
the irrigation system.
b. Three 30-inch sprinkler keys for manual operation of control valves.
c. Two keys for each automatic controller.
d. Two quick coupler keys with a 1” bronze hose bib, bent nose type with hand wheel and
two coupler lid keys.
e. One valve box cover key or wrench.
f. Six extra sprinkler heads of each size and type.
2. The above equipment shall be turned over to Owner’s authorized representative at the final observation.
1.10 COMPLETION
A. At the time of the pre-maintenance period observation, the Landscape Architect, Owner’s authorized representative, and governing agencies will Observation the work, and if not
accepted, will prepare a list of items to be completed by the Contractor. At the time of the
October 20, 1997 Landscape Irrigation
Carlsbad City Library 0281 O-5
B.
C.
D.
1.11
A.
B.
C.
post-maintenance period or final observation the work will be re-observetireviewed and final
acceptance will be in writing by the Landscape Architect, Owners authorized representative, and governing agencies.
The Owners authorized representative shall have final authority on all portions of the work.
After the system has been completed, the Contractor shall instruct Owner’s authorized representative in the operation and maintenance of the irrigation system and shall furnish a complete set ofoperating and maintenance instructions.
Any settling of trenches which may occur during the one-year period following acceptance shall be repaired to the owner’s satisfaction by the Contractor without any additional expense
to the owner. Repairs shall include the complete restoration of all damage to planting, paving
or other improvements of any kind as a result of the work.
GUARANTEE
The entire sprinkler system, including all work done under this contract, shall be
unconditionally guaranteed against all defects and fault of material and workmanship,
including settling of backfilled areas below grade, for a period of one (1) year following the filing of the Notice of Completion.
Should any problem with the irrigation system be discovered within the guarantee period, it
shall be corrected by the Contractor at no additional expense to owner within ten (10) calendar days of receipt of wriien notice from Owner. When the nature of the repairs as
determined by the Owner constitute an emergency (i.e. broken pressure line) the Owner may
proceed to make repairs at the Contractor’s expense. Any and all damages to existing improvement resulting either from faulty materials or workmanship, or from the necessary
repairs to correct same, shall be repaired to the satisfaction of the owner by the Contractor, all
at no additional cost to the Owner.
Guarantee shall be submitted on Contractors own letterhead as follows:
GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM
We hereby guarantee that the sprinkler irrigation system we have furnished and installed is free from defects in materials and workmanship, and the work has been completed in
accordance with the drawings and specifications, ordinary wear and tear and unusual abuse,
or neglect excepted. We agree to repair or replace any defective material during the period of one year from date of filing of the Notice of Completion and also to repair or replace any
damage resulting from the repairing or replacing of such defects at no additional cost to the owner. We shall make such repairs or replacements within 10 calendar days following written
notification by the owner. In the event of our failure to make such repairs or replacements within the time specified after receipt of written notice from owner, we authorize the owner to
proceed to have said repairs or replacements made at our expense and we will pay the costs
and charges therefore upon demand.
PROJECT NAME:
PROJECT LOCATION:
CONTRACTOR NAME:
ADDRESS:
TELEPHONE:
SIGNED:
October 20,1997 Carlsbad City Library Landscape Irrigation 0281 O-6
DATE:
PART 2 - MATERIALS
2.01
2.02
A.
B.
C.
2.03 PLASTIC PIPE AND FITTINGS
/- A. Pipe shall be marked continuously with manufacturer’s name, nominal pipe size, schedule or
class, PVC type and grade, National Sanitation Foundation approval, Commercial Standards
designation, and date of extrusion.
B.
C.
D.
E.
F.
2.04
A.
SUMMARY
Use only new materials of the manufacturer, size and type shown on the drawings and
specifications. Equipment listed on legend and specified here in match and are preferred
products for the city of Carlsbad Park and Recreation department, no substitutions allowed. Materials or equipment installed or furnished that do not meet Landscape Architect’s,
Owner’s, or governing agencies standards will be rejected and shall be removed from the site
at no expense to the Owner.
PIPE
Pressure supply lines 2 inches in diameter and up to 3 inches in diameter downstream of backflow prevention unit shall be Class 315 solvent weld PVC. Piping shall conform to ASTM
02241.
Pressure supply lines 1 i/2 inches in diameter and smaller downstream of the backflow prevention unit shall be Schedule 40 solvent weld PVC conforming to ASTM D1785.
Non-pressure lines 3/4 inch in diameter and larger downstream of the remote control valve
shall be Class 20 solvent weld PVC conforming to ASTM D2241.
All plastic pipe shall be extruded of an improved PVC virgin pipe compound in accordance with ASTM D2241 or ASTM D1784.
All solvent weld PVC fittings shall be standard weight Schedule 40 and shall be injection
molded of an improved virgin PVC fitting compound. Slip PVC fittings shall be the “deep socket” bracketed type. Threaded plastic fittings shall be injection molded. All tees and ells shall be side gated. All fittings shall conform to ASTM D2466.
All threaded nipples shall be standard weight Schedule 80 with molded threads and shall conform to ASTM D1785.
All solvent cementing of plastic pipe and fittings shall be a two-step process, using primer and
solvent cement applied per the manufacturer’s recommendations. Cement shall be of a fluid
consistency, not gel-like or ropy. Solvent cementing shall be in conformance with ASTM
D2564 and ASTM D2855.
When connection is plastic to metal, female adapters shall be hand tightened, plus one turn
with a strap wrench. Joint compound shall be non-lead base Teflon paste, tape, or equal.
VALVES
Ball Valves
1. Ball valves shall be of the manufacturer, size, and type indicated on the drawings.
October 20,1997
Carlsbad City Library
Landscape Irrigation
0281 O-7
B. Quick Coupler Valves:
1. Quick coupler valves shall be of the manufacturer, size, and type indicated on the
drawings.
2. Quick coupler valves shall be brass with a wall thickness guaranteed to withstand normal
working pressure of 150 psi without leakage. Valves shall have 1” female threads
opening at base, with two-piece body. Valves to be operated only with a coupler key,
designed for that purpose. Coupler key is inserted into valve and a positive, watertight connection shall be made between the coupler key and valve.
C. Automatic Control Valves:
1. Automatic control valves shall be of the manufacturer, size, and type indicated on the
drawings.
2.05
A.
2. Automatic control valves shall be electrically operated.
VALVE BOXES
Valve boxes shall be fabricated from a durable, weather-resistant plastic material resistant to
sunlight and chemical action of soils.
B. The valve box cover shall be green in color and secured with a hidden latch mechanism or bolts.
C.
D.
E.
The cover and box shall be capable of sustaining a load of 1,500 pounds.
Valve box extensions shall be by the same manufacturer as the valve box.
Automatic control valve boxes shall be 16”xll “xl 2” rectangular size. Valve box covers shall be marked “RCV” with the valve identification number “heat branded” onto the cover in 2 inch
high letters / numbers.
F.
2.06
Ball valve and quick coupler valve boxes shall be IO” circular size. Valve box covers shall be marked with either “BV” or “QCV” “heat branded” onto the cover in 2 inch high letters.
AUTOMATIC CONTROLLER
2.07
A.
B.
2.08
Automatic controller shall be of the manufacturer, size, and type indicated on the drawings.
ELECTRICAL
All electrical equipment shall be NEMA Type 3, waterproofed for exterior installations.
All electrical work shall conform to local codes and ordinances.
LOW VOLTAGE CONTROL WIRING
2. Ball valves shall be constructed of a bronze body, stainless steel ball and stem. Ball
valves shall have threaded connections.
3. All ball valves shall have a minimum working pressure of not less than 150 PSI and shall conform to AWWA standards.
October 20,1997 Carlsbad Citv Library
Landscape Irrigation
02810-8 .
A.
8.
C.
2.09
A.
B.
C.
2.10
Remote control wire shall be direct-burial AWG-UF type, size as indicated on the drawings,
and in no case smaller than 14 gauge.
Connections shall be either epoxy-sealed packet type or Penn-Tite connectors.
Ground wires shall be white in color. Control wires shall be red (where two or more
controllers are used, the control wires shall be a different color for each controller. These colors shall be noted on the “Record Drawings” plans located on controller door).
IRRIGATION HEADS AND DRIP TUBING
Irrigation heads and drip tubing shall be of the manufacturer, size, type, with radius of throw,
operating pressure, and discharge rate indicated on the drawings.
Irrigation heads and drip tubing shall be used as indicated on the drawings.
Drip tubing connections to PVC lateral lines shall be made using “spin-lot” connections. All connections between drip tubing shall be made using “spin-lot” tees, ells and couplings.
Miscellaneous Equipment
Equipment such as rain sensors, flow sensors, flush valves, air relief valves and master
valves shall be of the manufacturer, size and type indicated on the drawings.
PART 3 - EXECUTION
3.01 SITE CONDITIONS
A. Observations:
1. Prior to all work of this section, carefully observe the installed work of all other trades and
verify that all such work is complete to the point where this installation may properly
commence.
2. Verify that irrigation system may be installed in strict accordance with all pertinent codes and regulations, the original design, the referenced standards, and the manufacturer’s
recommendations.
B. Discrepancies:
1. In the event of discrepancy, immediately notify the Landscape Architect or Owner’s authorized representative.
2. Do not proceed with installation in areas of discrepancy until all discrepancies have been resolved.
C. Grades:
1. Before starting work, carefully check all grades to determine that work may safely proceed, keeping within the specified material depths with respect to finish grade.
2. Final grades shall be accepted by the Engineer before work on this section will be allowed
to begin.
October 20,1997 Landscape Irrigation
Carlsbad City Library 0281 O-9
D. Field Measurements:
1. Make all necessary measurements in the field to ensure precise fit of items in accordance
with the original design. Contractor shall coordinate the installation of all irrigation materials with all other work.
2. All scaled amensions are approximate. The Contractor shall check and verify all size
dimensions prior to proceeding with work under this section.
3. Exercise extreme care in excavating and working near existing utilities. Contractor shall be responsible for damages to utilities which are caused by his operations or neglect.
E. Diagrammatic Intent:
1. The drawings are essentially diagrammatic. The size and location of equipment and
fixtures are drawn to scale where possible. Provide offsets in piping and changes in
equipment locations as necessary to conform with structures and to avoid obstructions or
conflicts with other work at no additional expense to Owner.
F. Layout:
1. Prior to installation, the Contractor shall stake out all pressure supply lines, routing and location of sprinkler heads, valves, backflow preventer, and automatic controller.
2. Layout irrigation system and make minor adjustments required due to differences between site and drawings. Where piping is shown on drawings under paved areas, but
running parallel and adjacent to planted areas, install the piping in the planted areas.
G. Water Supply:
1. Connections to, or the installation of, the water supply shall be at the locations shown on the drawings. Minor changes caused by actual site conditions shall be made at no
additional expense to Owner.
H. Electrical Service:
1. Connections to the electrical supply shall be at the locations shown on the drawings.
Minor changes caused by actual site conditions shall be made at no additional expense to
Owner.
2. Contractor shall make electrical connections to the irrigation controller. Electrical power source to controller locations shall be provided by others.
3.02 Trenching
A. Excavations shall be straight with vertical sides, even grade, and support pipe continuously on
bottom of trench. Trenching excavation shall follow layout indicated on drawings to the
depths below finished grade and as noted. Where lines occur under paved area, these dimensions shall be considered below subgrade.
B. Provide minimum cover of 18 inches on pressure supply lines 2 % inches and smaller.
C. Provide minimum cover of 18 inches for control wires.
October 20, 1997
Carlsbad City Library
Landscape Irrigation
0281 O-l 0
D.
E.
3.03
A.
B.
C.
D.
E.
3.04
A.
B.
C. ,---
D.
E.
F.
G.
H.
I.
J.
K.
Provide minimum cover of 12 inches for non-pressure lines.
Pipes installed in a common trench shall have a 4 inch minimum space between pipes.
BACKFILLING
Backfill material on all lines shall be the same as adjacent soil free of debris, litter, and rocks
over l/2 inch in diameter.
Backfill shall be tamped in 4-inch layers under the pipe and uniformly on both sides for the full
width of the trench and the full length of the pipe. Backfill materials shall be sufficiently damp to permit thorough compaction, free of voids. Backfill shall be compacted to dry density equal
to adjacent undisturbed soil and shall conform to adjacent grades.
Flooding in lieu of tamping is not allowed.
Under no circumstances shall truck wheels be used to compact backfill.
Provide sand backfill a minimum of 6 inches over and under all piping under paved areas.
PIPING
Piping under existing pavement may be installed by jacking, boring, or hydraulic driving. No hydraulic driving is permitted under asphalt pavement.
Cutting or breaking of existing pavement is not permitted.
Carefully observe all pipe and fittings before installation, removing dirt, scale, burrs and reaming. Install pipe with all markings up for visual observation/review and verification.
Remove all dented and damaged pipe sections,
All lines shall have a minimum clearance of 6 inches from each other and 12 inches from lines of other trades.
Parallel lines shall not be installed directly over each other.
In solvent welding, use only the specified primer and solvent cement and make all joints in
strict accordance with the manufacturer’s recommended methods including wiping all excess
solvent from each weld. Allow solvent welds at least 15 minutes setup time before moving or
handling and 24 hours curing time before filling.
PVC pipe shall be installed in a manner which will provide for expansion and contraction as recommended by the pipe manufacturer.
Center load all plastic pipe prior to pressure testing.
All threaded plastic-to-plastic connections shall be assembled using Teflon tape or Teflon paste.
For plastic-to-metal connections, work the metal connections first. Use a non-hardening pipe
dope an all threaded plastic-to-metal connections, except where noted otherwise. All plastic- to-metal connections shall be made with plastic female adapters.
October 20, 1997 Carlsbad City Library
Landscape Irrigation
02810-I 1
3.05
A.
B.
C.
3.06
A.
B.
C.
D.
E.
3.07
A.
B.
C.
D.
3.08
A.
B.
3.09
A.
B.
C.
CONTROLLER
The exact location of the controller shall be approved by the Landscape Architect or Owners
authorized representative before installation. The electrical service shall be coordinated with
this location.
The Irrigation Contractor shall be responsible for the final electrical hook up to the irrigation controller.
The irrigation system shall be programmed to operate during the periods of minimal use of the
design area.
CONTROL WIRING
Low voltage control wiring shall occupy the same trench and shall be installed along the same
route as the pressure supply lines whenever possible.
Where more than one wire is placed in a trench, the wiring shall be taped together in a bundle
at intervals of 10 feet. Bundle shall be secured to the mainline with tape at intervals of 20
feet.
All connections shall be of an approved type and shall occur in a valve box. Provide an 18
inch service loop at each connection.
An expansion loop of 12 inches shall be provided at each wire connection and/or directional
change, and one of 24 inches shall be provided at each remote control valve.
A continuous run of wire shall be used between a controller and each remote control valve.
Under no circumstances shall splices be used without prior approval.
VALVES
Automatic control valves, quick coupler, and gate valves are to be installed in the approximate
locations indicated on the drawings.
Valve shall be installed in shrub areas whenever possible.
Install all valves as indicated in the detail drawings.
Valves to be installed in valve boxes shall be installed one valve per box.
VALVE BOXES
Valve boxes shall be installed in shrub areas whenever possible.
Each valve box shall be installed on a foundation of 314 inch gravel backfill, 3 cubic feet
minimum. Valve boxes shall be installed with their tops l/2 inch above the surface of surrounding finish grade in lawn areas and 2 inches above finish grade in ground cover areas.
IRRIGATION HEADS AND DRIP TUBING
Irrigation heads and drip tubing shall be installed as indicated on the drawings.
Spacing of heads and drip tubing shall not exceed maximum indicated on the drawings.
Riser nipples shall be of the same size as the riser opening in the sprinkler body.
October 20,1997 Landscape Irrigation Carlsbad City Library 02810-12
./- 3.10
A.
B.
C.
3.11
A.
B.
3.12
A.
B.
C.
D.
3.13
A.
B.
C.
D.
E.
MISCELLANEOUS EQUIPMENT
Install all assemblies specified herein according to the respective detail drawings or
specifications, using best standard practices.
Quick coupler valves shall be set approximately 12 inches from walks, curbs, header boards, or paved areas where applicable.
Install devices such as rain sensors, freeze sensors, flush valves, air relief valves and
master valves as indicated on the drawings and as recommended by the manufacturer.
FLUSHING THE SYSTEM
Prior to installation of irrigation heads, the valves shall be opened and a full head of water
used to flush out the lines and risers.
Irrigation heads shall be installed after flushing the system has been completed.
ADJUSTING THE SYSTEM
Contractor shall adjust valves, align heads, and check the coverage of each system prior to
coverage test.
If it is determined by the Landscape Architect or Owners authorized representative that
additional adjustments or nozzle changes will be required to provide proper coverage, all necessary changes or adjustments shall be made prior to any planting.
The entire system shall be operating properly before any planting operations commence.
Automatic control valves are to be adjusted so that the irrigation heads and drip tubing
operate at the pressure recommended by the manufacturer.
TESTING AND OBSERVATION
Do not allow or cause any of the work of this section to be covered up or enclosed until it has been observed, tested and accepted by the Landscape Architect, Owner, and governing
agencies.
The Contractor shall be solely responsible for notifying the Landscape Architect, Owner, and
governing agencies, a minimum of 48 hours in advance, where and when the work is ready
for testing.
When the sprinkler system is completed, the Contractor shall perform a coverage test of each system in its entirety to determine if the water coverage for the planted areas is complete and
adequate in the presence of the Landscape Architect.
The Contractor shall furnish all materials and perform all work required to correct any
inadequacies of coverage due to deviations from the plans, or where the system has been willfully installed as indicated on the drawings when it is obviously inadequate, without bringing this to the attention of the Landscape Architect. This test shall be accepted by the Landscape
Architect and accomplished before starting any planting.
Final observations will not commence without record drawings as prepared by the Irrigation
Contractor.
October 20,1997 Landscape Irrigation
Carlsbad City Library 02810-13
3.14 MAINTENANCE
During the maintenance period the Contractor shall adjust and maintain the irrigation system in a fully operational condition providing complete irrigation coverage to all intended plantings.
3.15 COMPLETION CLEANING
Clean-up shall be made as each portion of the work progresses. Refuse and excess dirt shall
be removed from the site, all walks and paving shall be broomed, and any damage sustained
on the work of others shall be repaired to original conditions.
END OF SECTION
October 20, 1997 Carlsbad City Library
Landscape Irrigation
0281 O-1 4
SECTION 02900
LANDSCAPE PLANTING
PART
1 .Ol
A.
B. Related work specified elsewhere:
1.02
/- A.
B.
C.
D.
E.
F.
G. ,-
I- GENERAL
DESCRIPTION
Furnish all services, labor, materials, and equipment necessary for the complete installation of all landscape planting as shown on the Drawings and as specified herein.
1. Summary of Work / Field Grown Oak Trees
2. Construction Staking
3. Concrete Paving
4. Landscape Irrigation System
5. Grading
GENERAL REQUIREMENTS
The term “Planting Area” shall mean all areas to be planted with trees, shrubs, groundcovers,
and/or seed.
The term “date of Acceptance” shall mean the date when all work specified herein, including
the maintenance period has been completed, checked, accepted, and written approval has
been given to the Contractor.
The term “date of Final Acceptance” shall mean the date when all the requirements of “B”,
above, plus the guarantee periods as specified herein have been completed, checked,
accepted, and written approval has been given to the Contractor.
All rock and debris accumulated during the project shall be removed from the site by the Contractor.
Prior to excavation for planting or placing of plant materials, the Contractor shall locate all
underground utility lines still in use and take proper precautions to avoid damage to such improvements. In the event of a conflict between such lines and plant locations, notify the
Owner’s Representative who shall arrange for appropriate action.
Grading and soil preparation work shall be performed only during the period when beneficial
and optimum results may be obtained. If the moisture content of the soil should reach such a level that working it would destroy soil structure, spreading and grading operations shall be
suspended until, in the opinion of the Owner’s Representative, the moisture content is
increased or reduced to acceptable levels and the desired results are likely to be obtained.
Actual planting shall be performed during those periods when weather and soil conditions are
suitable in accordance with locally accepted horticultural practice as approved by the Owner’s
October 20,1997 Carlsbad City Library
Landscape Planting
02900-I
Representative. Contractor shall only install as many plants per day as can be planted and
watered on that same day.
1.03 PROTECTION OF EXISTING TREES, SHRUBS, AND GROUNDCOVERS
A. The Owner’s Representative shall identify all existing trees and shrubs which are to be preserved witun the project limits. Prior to start of work the Contractor shall familiarize himself
with all plant material to be preserved.
B. All existing trees and shrubs shall be protected at all times from damage by men and equipment. Where it is necessary to excavate adjacent to existing trees, the Contractor shall
use all possible care to avoid injury to trees and roots. Excavation in areas where two (2) inch
and larger roots occur shall be done by hand. Tunneling under roots 2” and larger shall be done only after receipt of wriien approval of the Owners Representative. Contractor shall
paint cut roots within 24 hours; where this is not possible, keep the side of excavation adjacent
to tree shaded with moist burlap or canvas. All minor damage by Contractor to existing trees
and shrubs shall be repaired at his expense by a licensed tree surgeon or other approved
personnel.
C. Damage to a tree or shrub, which results in death or permanent disfiguration, shall result in the Contractor’s complete removal of said tree or shrub, including roots, from the site. The
Contractor shall replace the tree or shrub with one of equal value at his own expense, or shall
reimburse to the Owner the cost of said replacement. The Owners Representative shall be the sole judge of the condition of any tree or shrub.
D. All plants to remain on-site shall be fertilized and irrigated as necessary during the entire
construction contract.
1.04 SUBMITTALS, SAMPLES, AND APPROVED MATERIAL
A. Time is of the essence for the procurement of the seven (7) FIELD GROWN OAK TREES,
Quercus agrifolia, Coast Live Oak. Liquidated damages, as listed in the General Requirements, Summary of Work section of this document, will be assessed for non-
performance. Within forty five (45) days following Contractor’s Notice to Proceed submit to
the Owner’s Representative for approval:
1. FIELD GROWN OAK TREE PHOTOGRAPHS: Three (3) colored photographs of each of the following quantity and box size trees:
QUANTITY SIZE
10 96” box
3 72” box
3 84” box
3 108” box
3 120” box
Photographs shall be taken with an average height adult human figure in each picture,
and list botanical and common name, height, spread, and source on the back of each photo. Photo submittal shall be for size, shape and appearance approval only. The Owner’s Representative shall have sole discretion and approval rights for the aesthetic
quality of these trees.
October 20,1997
Carlsbad City Library
Landscape Planting
02900-2
/- 2. FIELD GROWN OAK TREE SUPPLIER: Submit documentation, such as detailed invoices, to establish that the supplier of the Oak trees has successful experience
locating, boxing, rigging, transporting and setting at least two hundred (200) examples of the particular size and species of tree specified. Failure to comply will disqualify the
supplier.
3. FIELD GROWN OAK TREE APPROVED MATERIAL: Based on approved photographic
submittals, the Owners Representative shall visit the trees on-site with the Contractor and review them for aesthetic quality, and health. Approved trees shall be tagged and
reserved by the Contractor for the exclusive use on this project.
4. BACK-UP FIELD GROWN OAK TREES: Seven (7) trees are required for the
project.Three (3) additional oak trees, in sizes corresponding to the approved trees, shall
be tagged and reserved for the project as back-up replacements in the event that the
approved trees become unacceptable due to health or damage prior to completion of the project. Back-up trees shall not be disturbed, boxed, pruned, etc. unless directed in
writing by the Owners Representative. The back-up trees shall remain reserved for the
exclusive use on this project until Final Acceptance of the project and completion of the
guarantee period, at which time the back-up trees shall be released for other use.
8. Submit to the Owner’s Representative copies of delivery slips for the following products and
materials:
1. Soil amendments and conditioners 2. Fertilizers
3. Plant materials with sizes and quantities of each
C. Submit to the Owners Representative for approval the following item a minimum of twelve (12) weeks prior to commencement of the planting operations:
1. TREES: For each species - Three (3) colored photographs with an average height human figure in each picture, and list botanical and common name, container size, height,
spread, and nursery source on the back of each photo. NOTE: Photo submittal shall be for size, shape and appearance approval only.
2. SHRUBS: List botanical and common name, and container size of shrubs and nursery
source.
D. Approval of Submittals by Owner’s Representative of any item, alternate or substitute
indicates only that the product or products apparently meet the requirements of the Drawings
and Specifications on the basis of the information or samples submitted.
E. Shrub and tree samples:
1. Typical samples, three each of all varieties and sizes of all plant materials shall be
submitted at the site for approval by the Owners Representative a minimum of fifteen (15)
days prior to planting operations. Approved samples shall remain on the site and shall be maintained by the Contractor as standards of comparison for plant materials to be furnished. Samples will be incorporated into the work.
1.05 GUARANTEES AND REPLACEMENTS ,,*-
October 20,1997 Landscape Planting
Carlsbad City Library 02900-3
A. Trees, including field grown oak trees, shall be guaranteed to remain healthy and in a vigorous
growing condition for a period of one year from date of acceptance.
B. Shrubs, vines and groundcovers shall be guaranteed to remain healthy and in a vigorous
growing condition for a period of six months from date of acceptance.
C. All plants foundto be dead or not in a vigorous growing condition, in the solejudgement of the Owners Representative, during the Guarantee Period shall be replaced within 14 days (or as
mutually agreed by Contractor and Owner in the case of field grown oak trees) of written notification by the Owners Representative. These materials and any disturbed improvements
shall be replaced at no expense to the Owner. Plants used for replacement shall be the same size, species and variety as specified in the plant list.
1.06 FIELD/SITE OBSERVATIONS
A. Observations listed below shall be attended by the Contractor and the Owner’s
Representative.
B. The Contractor shall be responsible for notifying the Owner’s Representative in advance for the following site visits, according to the time indicated:
Item Advance Notice
Final grade review
Mound heights and location
Plant material review
Plant layout review
72 hours
72 hours
72 hours
Soil preparation and planting
operations. One tree with each type
of specified staking shall be approved prior to planting of trees 72 hours
Field grown oak tree planting 72 hours
Pre-maintenance 7 days
Final walk-through 7 days
C. Observations will be documented in Field Observation Reports by the Owner’s Representative. No site visits shall commence without all items noted in previous Observation
Reports either completed or remedied unless such compliance has been waived by the
Owner. Failure to accomplish punch list tasks or prepare adequately for desired observations shall make the Contractor responsible for reimbursing the Owners Representative at his
current billing rates per hour (plus transportation costs). No further observations shall be
scheduled until this charge has been paid and received.
1.07 MAINTENANCE PERIOD
A. The Maintenance Period begins on the first day after all work on this project is complete,
checked, accepted, and written approval from the Owners Representative is given to begin
October 20,1997
Carlsbad City Library
Landscape Planting
02900-4
8.
C.
D.
1.08
A.
B.
C.
D.
PART
2.01
A.
B.
C.
the Maintenance Period, and shall continue thereafter for not less than 90 continuous calendar
days.
The Contractor shall regularly maintain all areas within the scope of this Contract during the
progress of the work and during the Maintenance Period until the date of acceptance of the
work by the Owners Representative.
Regular planting maintenance operations shall begin immediately after each plant material is
installed.
The Maintenance Period shall be extended, when in the opinion of the Owner’s
Representative, improper maintenance and/or possible poor or unhealthy condition of planted
materials are evident at the termination of the scheduled Maintenance Period. The Contractor
shall be responsible for additional maintenance of the work at no change in Contract price until
all of the work is completed and acceptable to the Owners Representative.
MAINTENANCE OF PLANT MATERIAL
Field Grown Oak Trees shall be maintained from time of selection of approved samples and
be reserved for the exclusive use of this project.
Landscape areas shall be kept free of weeds, noxious grass, and all other undesired vegetative growth and debris.
Plant materials shall be kept in a healthy, optimum growing condition and in a visually pleasing
appearance by watering, pruning, mowing, fertilizing, restaking, pest and disease controlling,
spraying, weeding, clean-up and any maintenance operation necessary to insure a healthy,
vigorous stand of plants at the time of final inspection.
On the 30th and 60th days of the Maintenance Period the Contractor shall apply the Post
Planting Fertilizer at the rate of 10 pounds per 1000 square feet to the planted areas.
2 - PRODUCTS
SOIL AMENDMENTS AND FERTILIZERS
Soil conditioner shall contain a special blend of organic fractions to supply several degrees of
breakdown rate, a portion of inorganic amendment that resists further breakdown, a long-
lasting form of iron, pH of 5.5 to 7.5, salinity of 1.75 organic matter (dry weight basis) more
than 90% non-ionic wetting agent and total nitrogen content of 0.5% (Forest Humus, Wil-Gro,
or equal). (Submit l/2 cu. ft. sample.)
Gypsum shall be a commercially processed and packaged gypsum (CaSo4, H20) Calcium
Sulfate Product - 94.3%. Ninety percent shall pass a 50 mesh screen.
Pre-plant Fertilizer (16-6-8) shall be a long-lasting controlled release uniform in composition,
free-flowing suitable for application with approved equipment, and shall contain the following minimum available percentages by weight of plant food:
Nitrogen 16% minimum
Phosphorous Pentoxide 6% minimum
Potassium Sulfate 8% minimum
October 20,1997
Cartsbad City Library
Landscape Planting
02900-5
D.
E.
F.
2.02
A.
8.
C.
2.03
A.
8.
Post-plant Fertilizer (6-20-20) shall be organic based, long lasting, non burning, slow release,
free flowing, uniform in composition, suitable for application with approved equipment, and
shall contain the following minimum available percentages of weight of plant food with trace
minerals of 2% iron (expressed metallic) and 7% sulfur (elemental), Zinc .15% and Manganese .15%.
Nitrogen 6% minimum Phosphoric A&f 20% minimum
Potash 20% minimum
Planting Tablets shall be tightly compressed chip type commercial grade planting tablets, of
varying sizes with the following available percentages by weight of plant food:
Nitrogen 20% minimum
Phosphoric Acid 10% minimum
Potash 5% minimum
Planting Backfill shall be a mixture of soil and soil amendments thoroughly blended at one
location on project site and distributed evenly. Mix shall consist of the following:
Soil Conditioner (Wil-Gro Life or equal)
Existing Soil Iron Sulfate
Soil Sulfur
Gypsum
Pre-plant Fertilizer (16-6-8)
STAKING MATERIALS
1 pati
1 pati 2 Ib/cy of mix
1 Ib/cy of mix
25 Ib/cy of mix 4 Ib/cy of mix
Wood tree stakes: Double or Single Staking for 15 gallon, 24” and 36” box trees shall be
lodgepole pine tree stakes, treated with copper napthenate. Stakes shall be straight shafts,
shaved and cut clean and bare of branches and stubs, of uniform thickness with a minimum
diameter of 2 inches, free of loose knots, splits or bends. Stakes shall be no less than ten (10) feet in length.
Pipe tree stakes: Double staking for 48” box trees stakes shall be Schedule. 40 steel pipe, l-
l/2 in. diameter. Stakes shall be no less than ten (10) feet in length.
Tree ties shall be flexible non-deteriorating self fastening, black rubber tree ties of sizes
required to adequately support trees, as manufactured by Gro-Straight, 1442 Mazda Dr., Walnut, CA or by the V.I.T. Company ‘Cinch Ties’ 15561 Product Lane D-4, Huntington
Beach Ca 92649 or approved equal.
PLANT MATERIALS
Nomenclature: The scientific and common names of plants herein specified conform with the approved names given in “A Checklist of Woody Ornamental Plants of California:” published
by the University of California, College of Agriculture. See list of plant materials on Drawings.
All plants shall have a growth habit normal to the species and shall be sound, healthy, vigorous and free from insect pests, plant diseases, sun scalds, fresh bark abrasions,
excessive abrasions, or other abnormal disfigurements. Tree trunks shall be sturdy and well
October 20,1997 Landscape Planting
Carlsbad City Library 02900-6
“hardened-off”. All plants shall have normal well-developed branch systems, and vigorous
and fibrous root systems which are neither root- nor pot-bound and are free of kinked or
girdling roots. All plants shall have a common, plastic nursery tag identifying the genus,
species, and any cultivar name(s) of the plant.
C. Container stock (1 gal., 5 gal., 15 gal.) shall have grown in containers for at least six months,
but not over two years. No container plants that have cracked or broken balls of earth, when
taken from the container shall be planted. No trees with damaged roots, broken root balls, or
root bound when taken from the container, shall be planted.
D. Groundcover plants shall be healthy vigorous rooted cuttings grown in flats until transplanting.
See plant material legend on Drawings.
E. Pruning shall not be done prior to delivery except by approval of Owner’s Representative.
F. Review of plant materials required by City, County or State authorities, shall be a responsibility
of the Contractor. Where necessary permits or certificates shall be secured by Contractor
prior to delivery of materials to site.
G. Plants shall be subject to observation and approval or rejection at the sole discretion of the
Owner’s Representative at the project site or in the field at any time before or during progress
of work, for size, variety, condition, latent defects and injuries. Rejected plants shall be removed from the project site immediately.
H. Substitutions will not be permitted, except if proof is submitted that any tree specified is not
obtainable then a proposal will be considered for use of the nearest equivalent size or variety and cost. All substitutions subject to written approval of the Owner’s Representative.
I. Identify plant species or varieties correctly on legible, weatherproof labels attached securely
thereto before delivery to job site. There shall be a minimum of one labeled plant for each 5
plants in a lot.
J. Upon acceptance of contract, contractor shall submit list of plant material bid items to owners representatives.
K. Sod Turf shall be as specified on plans.
L. Field Grown Oak Trees:
1. Material: Quercus agrifolia, Coast Live Oak trees shall be observed by an independent
Certified Arborist hired by the City. A report shall be provided by the Arborist that verifies
the species, and describes the character, size and condition of the trees.
2. Preparation, Transport, Installation, Maintenance Manual: The oak tree supplier shall, in
cooperation with the Owner’s independent arborist, prepare an 8 l/2” x 11’ typewritten manual describing the appropriate procedures, methods, equipment, and materials, etc.
required for successful preparation, installation, initial and long term maintenance of the
oak trees. Provide the Owner with one (1) unbound, reproducible copy and three (3) bound copies of the manual.
2.04 MULCH
A. Bark Mulch: Shall be type 5 bark mulch (fir bark chips) as indicated on the Drawings, graded
to size (pea) l/4” - l/2” and free of debris.
October 20,i 997 Carlsbad City Library
Landscape Planting
02900-7
2.05 REDWOOD HEADER MATERIALS:
A. Header shall be 1” x 4’ free-of-heartwood construction grade redwood.
B. Splice backing board shall be 1” x 6” x 3’-0” free-of-heartwood construction grade redwood.
C. Stakes shall bal ” x 2’ x 18” free-of-heartwood construction grade redwood.
D. Nails shall be galvanized steel.
2.06 METAL HEADER
A. Metal edging: Shall be of the size and material as noted on the drawings.
B. Stakes: Shall be of the same manufacture as the edging.
2.07 DRAINAGE MATERIALS
A. Atrium grate shall be black, high impact plastic in a diameter matching that of the pipe to
which it is attached.
B. Perforated pipe shall be rigid PVC plastic of diameter called out in details. Corrugated pipe is
not acceptable.
C. Filtration fabric shall be Trevira Spunbound polyester or Typar Geotextile or approved equal.
2.08 INVOICING OF MATERIALS AND SOIL PREPARATION PERFORMANCE TEST
A. Upon delivery of materials and/or completion of all soil conditioning and grading but prior to
initiating planting operations, the Owner’s Representative, with signed copies of invoices per
item 1.04 above, shall compare the total quantities of each material furnished against the total
area of each operation. If the minimum rates of application or precise quantities specified
have not been met, the Owners Representative will require that additional quantities be
installed to fulfil1 the minimum specified requirements.
B. After soil amendments have been thoroughly mixed into the site, random samples of the
mixed soil will be taken by the Owner’s Representative and submitted to the soil laboratory for testing. It is the Contractor’s responsibility to inform the Owner’s Representative of the soil
amendment completion date. Soil testing is to occur before planting begins. Cost of the
above testing shall be paid by the Owner.
C. After installation of plant materials but prior to the pre-maintenance inspection, the Owner’s Representative, with signed copies of invoices per item 1.03 above, shall compare the total
quantities of each plant material furnished against the totals specified. If the minimum amounts or precise quantities specified have not been met, the Owners Representative will
require that additional plant material be installed to fulfil1 the minimum specified requirements.
October 20,1997
Carlsbad City Library
Landscape Planting
02900-8
PART 3 - EXECUTION
3.01 PLANTING FIELD GROWN OAK TREES:
A. Oak trees shall be prepared in the field, boxed, transported, planted and maintained in
accordance with specifications mutually developed by the Oak tree supplier and the
independent certified arborist hired by the Owner.
3.02 OBSERVATIONS AND REVIEWS
A. Verify that grades to within plus or minus 0.10 foot as indicated on the Civil Engineer’s
Drawings have been established prior to commencing planting operations. Provide for inclusion of all amendments, settling, etc. Contractor shall be responsible for shaping all
planting areas as indicated on Drawings.
B. Observe plant material for injury, insect infestation, and proper pruning. Correct deficiencies
or replace plant material. Retain a Certified Arborist to properly inspect plant material.
3.03 WEED CONTROL
A. Prior to planting, eradicate all weeds within the limits of work in the following order:
B. Irrigate twice each day for approximately 10 minutes each watering time for a period of 14
calendar days.
C. Apply Round Up post emergent (no known equal) weed spray according to manufacturer’s
recommendations. Take care to protect existing plant material which is to remain as shown
on the plans.
D. Wait the required period for the post emergent to take effect (approximately 7-14 days).
E. Physically remove all weeds dead or alive within the limits.
3.04 SOIL CONDITIONING AND FERTILIZING
A. The Contractor shall notify the Owners Representative once rough grading has been
accomplished. The Owner’s Representative shall collect soil samples from different planting
areas of the site and a soil analysis shall be performed to determine mineral content, permeability and existence of possible toxic elements. Soil test shall be conducted by a
reputable agricultural soils laboratory. Analysis shall include recommendations for amending
or correcting soil conditions. No amendments shall be applied prior to receipt of test results.
Costs for this testing shall be paid by the Owner.
B. Grub and clean all planting areas to a depth of six (6) inches, removing all weeds, debris,
rocks, or other deleterious matter 1’ diameter or larger from the site.
C. After all planting areas meet the finished grades per grading plan the soil conditioner and
amendment materials shall be evenly spread over all planting areas and shall be thoroughly
tilled and loosened to a depth of six (6) inches by approved methods. Do not till near existing
trees if roots are encountered. The amendments listed below are to be used for bidding
purposes only. Specific materials and application rates will be specified after receipt of testing
per item “A” above.
/-
October 20,1997
Carlsbad City Library
Landscape Planting 02900-g
D. SOIL AMENDMENTS RATE OF APPLICATION
quantity per 1,000 square feet of area
Soil Conditioner 4 cu. yds.
Gypsum 250 Ibs
Pre-Plant Fettilizer 40 Ibs
Iron Sulfate _ 20 Ibs
Soil Sulfur 10 Ibs
E. The thoroughness and completeness of the incorporation of the soil conditioners/amendments shall be acceptable to the Owners Representative.
3.05 DEEP WATER LEACHING
A. After complete installation and testing of the inigation system and prior to applicationof
commercial fertilizer, all areas shall be deep water leached, compacted, and settled by continuous application of irrigation water until the soil has received a minimum of 8” of water.
B. After leaching operation, 3-4 soil samples shall be taken by Contractor per Owner’s
Representative’s direction and given to a reputable soil laboratory for testing. Soil test shall
meet the following requirements:
EC 3.00 maximum
Me 7.50 maximum
6.00 minimum
C. Re-application of soil amendment and leaching operation shall be repeated by Contractor if
tests show a negative result. Expense of test, re-application or soil amendment and leaching operation shall be borne by Contractor.
D. Fill in all depressions, voids, erosion scars, or settled trenches generated by the deep leaching
with conditioned soil, leaving a final finish grade smooth and even.
E. No planting shall be installed until written approval has been given by the Owner’s
Representative.
3.06 FINE GRADING
A. Minor modifications to grade may be required to establish the final grades.
B. Finish grading shall be as indicated on Civil Engineer’s drawings, within plus or minus 0.10
foot of the spot elevations shown thereon.
C. Finish grades shall be measured at the top surface of soil after final watercompaction and
settling.
D. Clean all planting areas to a depth of six (6) inches, removing all weeds, debris, rocks, or other deleterious matter 1” diameter or larger from the site.
E. All undulations and irregularities in the planting surfaces resulting from tillage, roto-tilling, and
all other operations shall be leveled and floated out before planting operations are initiated.
October 20,1997
Carlsbad City Library
Landscape Planting
02900-l 0
F. The Contractor shall take every precaution to protect and avoid damage to sprinkler heads,
irrigation lines, and other underground utilities during grading and conditioning operations.
G.
H.
I.
3.07
A.
B.
C.
D.
3.08
A.
B.
C.
D.
Contractor shall coordinate all drainage work with all other trades. Established site drainage
shall be maintained by Contractor during all phases of landscape construction.
Final finish grades shall insure positive drainage of the site with all surface drainage away
from buildings, walls, and toward drains, and catch basins.
Final grades shall be approved in writing by the Owner’s Representative before planting
operations will be allowed to begin.
PERCOLATION TESTING AND DRAINAGE
The site contains a variety of filled soil and bedrock conditions which may cause adverse
drainage conditions for plant material. The Contractor shall be responsible for notifying the
Civil Engineer and Owner’s Representative of all surface and subsurface drainage conditions
which he encounters that may affect the health and vigor of the plant material.
The Contractor shall not commence tree planting until the twenty (20) tree planting holes, as located on the planting plan, are tested for adequate percolation and the Owner’s
Representative has given his approval to begin tree planting. Soils percolation test shall be performed by filling the tree planting pit (see plans for appropriate size of tree pit) with water,
waiting 12 hours and then completely refilling. If all the water is not absorbed within 12 hours
of the second filling it has failed the test.
Should tree pits fail percolation tests the Contractor shall recommend appropriate means and
methods to provide positive drainage and submit plans and specifications for such to the
Owner’s Representative for approval.
Bid price shall be based on standard tree planting pit details shown on the plans. Costs for
supplemental drainage system will be negotiated with Contractor.
PLANTING
The layout of locations for plants and outlines of groundcover and hydroseed areas shall be approved on the site by the Owner’s Representative. All container plants shall be set by the
Contractor in their final locations, as approved by the Owner’s Representative, prior to their
planting. All such locations shall be checked for possible interference with existing
underground piping, prior to excavation of holes. If underground construction or utility lines are encountered in the excavation of planting areas, notify the Owner’s Representative.
All excavated holes shall have vertical sides with roughened surfaces and shall be of the
minimum sizes indicated on drawings. Holes shall be, in all cases, large enough to permit
handling and planting without injury or breakage of root balls or roots.
Excavation shall include the stripping and stacking of all acceptable soil encountered within
the areas to be excavated for plant pits and planting beds. Protect all areas that are to trucked over and upon which soil is to be temporarily stacked pending its re-use for the fillings
of holes, pits, and beds.
Excess soil, rock, and/or debris generated from the planting holes shall be removed from the site in accordance with applicable laws and regulations.
October 20,1997
Carlsbad City Library
Landscape Planting
02900-l 1
3.09
A.
B.
C.
D.
E.
F.
G.
H.
J.
K.
3.10
PLANTING TREES, SHRUBS, AND VINES
All tree planting holes which fail the percolation test (item 3.96, above) shall have a layer of
filter fabric placed between the drain pit and the backfill mix as shown on the drawings. 6”
edge of fabric shall extend up the sides of the tree pit to minimize any mixing.
The plants shall be placed in the planting pits on the backfill material which has been hand
tamped and water settled to the root ball base levels prior to the placement of the plants.
After setting the plants, the remaining backfill materials shall be carefully tamped and settled around each root ball to fill all voids.
Each tree and shrub shall be placed in the centerof the hole and shall be set plumb and held
rigidly in position until the planting backfill has been tamped down around each root ball.
All plants shall be set at such a level that after settling they bear the same relationship to the
surrounding finish grade as they bore to the soil line grade in the container, unless otherwise
noted.
Planting tablets shall be placed in each planting hole at the following rates:
Quantity Tablet Size (in grams) Plant size
1 5 9 liner and flat size plant
1 21 9 1 gallon container
2 21 9 5 gallon container
3 21 9 15 gallon container
1 21 9 each 6” of tree box size
No plant will be accepted if the root ball is broken or cracked, either before, during, or after the process of installation.
All plants shall be thoroughly watered into the full depth of each planting hole immediately
after planting.
All trees designated on the Drawings to be staked shall be staked with one or two stake(s) as
indicated in the planting details, driven into the ground on the windward or uphill side of the tree. The stakes shall be driven in plumb and secure. Special care shall be taken that driving
in the stake does not damage the tree roots or root ball. The staking shall be accomplished by
the Contractor in such a manner as to insure the proper and healthy growth and the safety of
the plants, property, and the public.
All trees 24” box and larger shall be spotted and planted with a crane.
Pruning after planting shall be required on all trees, shrubs and vines when necessary in the
opinion of the Owners Representative to provide the specified or approved standard shapes, form, and/or sizes characteristic to each plant. Pruning may include thinning, topping, and/or cutting and shall be under the direction of the Owner’s Representative. Cuts over 3/4 inch in
diameter shall be painted with specified tree paint sealant.
PLANTING GROUNDCOVER:
October 20,1997 Carisbad City Library
Landscape Planting
02900-l 2
/- A. Groundcovers shall be planted in the areas indicated on the drawings; exact areas determined
on the site by the Owners Representative. The groundcover plants shall remain in flats or
containers until transplanting.
B. All groundcover plants shall be planted in staggered rows, evenly spaced at the intervals
called out on the drawings.
C. The groundcover plants shall be planted sufficiently deep to cover all roots and a five (5) gram
planting tablet shall be placed in each planting hole and shall be immediately watered after
planting until the entire area is soaked to the full depth of all planting holes.
D. The groundcover planting areas shall be hand smoothed after planting to provide an even,
smooth final finished grade.
3.11 MULCHING
A. Fir Bark Mulch: Install 2” thick layer over all groundcover and shrub areas as shown on plans.
- END OF SECTION -
/-
October 20,1997
Carlsbad City Library
Landscape Planting
02900-l 3
SECTIDN 03100
CONCRETE FDRMWDRK
PART I- GENERAL
1 .Ol RELATED DOCUMENTS
A Documents affecting work of this Section include, but are not limited to, the Agreement,
General Conditions, Supplementary Condiions, Sections in Divisions 1,2,3 and 4 of these
Specifications, and the Drawings.
1.02 CODES AND STANDARDS
A. Except as modified by the requirements specified herein and the details on the drawings,
all work included in this section shall conform to the applicable provisions of the following
Codes and Standards:
1. “Uniform Building Code” (UBC]: 1994 edition, Chapter 19, Concrete.
2. American Concrete Institute @Cl]: “Recommended Practice for Concrete Formwork”,
ACI 347R-88.
c-
3. American Concrete Institute (ACI): ‘Standard Specification for Tolerances for
Concrete Construction and Materials”, ACI 117-90.
4. U.S. Product Standard PSI-95: ‘Construction and industrial Plywood”.
5. Western Woods Products Association (WWPA]: “Grading Rules”, current edition,
1.03 SUBMITTALS
A. Comply with pertinent provisions of Section 01300.
1.04 QUALlTY ASSURANCE
A. It shall be the Contractor’s responsibility to design, construct and maintain forms and
shoring: true to line, grade and configurations shown on the Drawings, and so as to
provide finish concrete within the tolerances stated in paragraph 3.01 .G of this Section,
B. Shoring and bracing shall be designed by a Civil Engineer registered in the State of
California. Costs of engineering shall be borne by the Contractor.
PART 2 - PRODUCTS
2.01 MATERIALS
20 October 1997 Concrete Formwork
Carlsbad City Library 03100-1
96013
A.
B.
C.
D.
E.
F.
G.
H.
Earth forms may be used for footings only where the soil is firm and stable and the
concrete will not be exposed. Where earth forms are to be used, excavations shall be cut
neat and accurate to size for placing of concrete directly against the excavation. Sides of
grade beams shall be formed with wood as specified herein.
Plywood: “B-B Plyform Class I Exterior” grade, conforming to U.S. Product Standard PS
5/8” minimum thickness for 12” stud spacing, 3/4” minimum thickness for over 12 to
16 inch stud spacing.
Framing, Studding and Bracing: “Standard” or “Construction” grade Douglas Fir, rough
or S4S, conforming to the specified Grading Rules.
Column Formwork: Burke Group Order No. 117, Symons “steel-ply”, or approved equal.
Form Ties and Spreaders: Standard metal form clamp assembly of type acting as
spreaders and leaving no metal within 1” of concrete face. Inner tie rod shall be left in
concrete when forms are removed. Wire ties or wood spreaders will not be permitted.
1. Tie Cones: Burke Type PC, Williams Type B15, or approved equal.
Form Coating: Non-grain raising and nonstaining type that will not leave residual matter
on surface of concrete or adversely affect proper bonding of subsequent application of
other material applied to concrete surface. Coatings containing mineral oils or other non-
drying ingredients such as oil, silicone or wax will not be permitted. Product shall be
subject to review.
Nails: Common wire, steel.
Chamfer Strips:
approved equal.
Burke Group Order No. 157, 3/4” size, PVC, 3/4” wood strips, or
PART 3 - EXECUTION
3.01 CONSTRUCTlON
A. Design of Formwork
1. The engineering and construction of formwork, shoring, and bracing shall be carried
out by and under the direction of the Contractor, and he shall be held responsible for
the engineering, construction, maintenance, and safety of formwork during the entire
construction period.
2. The formwork shall be designed for the loads and lateral pressures indicated in
Chapter 2 of ACI 347, and lateral forces as specified by the Uniform Building Code.
B. Architectural Formwork: Forms for architectural concrete walls, where indicated, shall
be constructed as specified herein and as necessary to provide the finish and detail as
indicated on the drawings.
C. Earth Forms: Cut earth forms to widths shown on drawings. Construct wood edge strips
at each side of trench at top to secure reinforcing and prevent trench from sloughing.
Form sides of footings where earth sloughs. Earth forms shall be tamped firm and
20 October 1997 Concrete Formwork
Carlsbad Cii Library 03 100-2
96013
cleaned of debris and loose material before depositing concrete.
D. Wood forms shall be constructed of sound material, shall be of the correct shape and
dimensions, mortar tight and of sufficient strength, and so braced and tied together that
the movement of men, equipment materials, or placing and vibrating the concrete will not
throw them out of exact shape under all imposed loads. They shall be so constructed that
they may be easily removed without damage to the concrete. Before concrete is placed
in any form, the horizontal and vertical position of the form shall be carefully verified and
inaccuracies corrected. Wedging and bracing shall be completed in advance of placing
of concrete.
E. Framing bracing, supporting members, and centering shall be of ample size and strength
to safely carry, without deflection, all dead and live loads to which forms may be subjected,
and shall be spaced sufficiently close to prevent bulging or sagging of forms. Concrete out
of line, level, or plumb will be cause for rejection of the whole work affected.
F. Tolerances: Formwork shall be so constructed as to ensure that the concrete surfaces
will conform to the tolerances of Section ACI 117. Form offsets shall conform to ACI
117.4.5.4, Class C, unless otherwise noted. Form offsets for concrete to receive plaster
or stucco shall conform to ACI 117.4.5.4, Class B. Camber formwork where necessary
to compensate for anticipated deflections due to fresh concrete and construction loads.
floor finish tolerances for building interior concrete slabongrade and concrete over metal
deck shall conform to ACI 117.4.5.6 “flat” designation,
,-
G. All exposed corners shall be chamfered using PVC or wood chamfer strips, unless shown
otherwise on drawings. Provide molding in forms for all chamfering required.
H. Form ties shall be of sufficient strength and used in sufficient quantities to prevent
spreading of the forms. Ties shall be placed at least 1” away from the finished surface of
the concrete.
1. Where snap tie cones are used, location and layout shall be as approved by the
Architect.
I. Arrange formwork to allow proper erection sequence and to permit form removal without
damage to concrete.
J. Construction joints, isolation joints, shrinkage control joints and expansion joints shall be
installed as indicated and approved. Location of construction joints, particularly those
exposed to view at walls and columns, shall be coordinated with and reviewed by the
Architect in advance of concrete placement.
K. Embedded Piping, Rough Hardware and Inserts:
1. The Contractor shall afford every tradesman who is required to fasten his work to
that of the Contractor, or who is required to insert therein any piping, box, bolt,
anchor, insert, or other rough hardware, with every facility for setting the same
accurately in the forms.
/-
20 October 1997 Concrete Formwork
Carlsbad City Library 03100-3
96013
2. Conduits or pipes shall be so located as not to reduce the strength of the
construction and in no case shall be placed in a slab less than 3-l/2 inches in
thickness except for local off-. No conduit buried in a concrete slab shall have an
outside diameter greater than 30 percent of the thickness of the slab, and no conduit
shall be placed under slab reinforcing steel, except for slab mesh. No conduit shall
be placed in concrete topping over metal floor decking.
L Frame openings in slabs for floor hinges where indicated on drawings. Openings shall be
accurately framed to template furnished by floor hinge manufacturer for type of floor
hinges specified. Chipping of concrete floors for installation of floor hinges will not be
permitted.
M. Thoroughly clean forms and coat with specified form coating before each use. Do not
reuse any form for exposed work which cannot be reconditioned to “like new” condition.
Apply form coating to forms in accordance with the manufacturer’s specifications. Apply
form coating to forms before placing reinforcing steel.
N. Prior to placing of concrete, and after placement of reinforcing steel in the forms,
Contractor shall notify the Architect so that proper inspection may be made. Such
- notification shall be made at least tvuo working days in advance of placing concrete to
permit proper arrangements to be made for inspection.
0. Movement or bellying of forms during construction or variations in excess of the
tolerances specified will be considered as just cause for the removal of such forms and,
in addition, the concrete work so affected. Reconstruct forms, place new concrete and
reinforcing steel.
3.02 REMOVAL OF FORMS
A. Formwork for columns, walls, sides of beams, and other parts may be removed in
accordance with Section 3.7 of ACI 347, but not sooner than 24 hours after placing
concrete.
B. Whenever the formwork is removed during the curing period, the exposed concrete shall
be cured by one of the methods specified in Section 03300.
C. Construction loads exceeding the design loads shall not be imposed on any member
unless it is properly shored and braced.
D. Use softwood wedges to release form faces from concrete. Do not pry with metal tool.
END OF SECTlON
20 October 1997
Carlsbad Cii Library
Concrete Formwork
031004
96013
SECTIDN 03200
CONCRETE REINMRCEMENT
PART 1 - GENERAL
1.01 RELATED DOCUMENTS
A. Documents affecting work of this Section include, but are not limited to, the Agreement,
General Conditions, Supplementary Conditions, Sections in Divisions I, 2,3,4 and 5 of
these Specifications, and the Drawings.
1.02 CODES AND STANDARDS
A. Except as modified by the requirements specified herein or the details on the drawings,
all work included in this section shall conform to the applicable provisions of the following
codes and standards:
1. “Uniform Building Code” (UBC]: 1994 edition, Chapter 19, Concrete.
2. Concrete Reinforcing Steel Institute (CRSI): “Placing Reinforcing Bars”, 1992, 6th
Edition.
3. American Concrete Institute [ACl): “Details and Detailing of Concrete Reinforcement”,
ACI 3 15-80 [Revised 19861.
4. American Society for Testing and Materials [ASTM]: The specifications and
standards hereinafter referred to.
5. American Welding Society [AWS]: “Structural Welding Code - Reinforcing Steel”,
AWS D1.4,1992.
1.03 SUBMITTALS
A. Comply with pertinent provisions of Section 01300.
B. Shop Drawings
I. Submit shop and placement drawings of all reinforcing for review. Placement
drawings shall show the locations and spacing of reinforcing in the various parts of
the structure with details as required, in accordance with ACI 315. Cutting and
bending lists submitted without placement drawings will be returned without review
as incomplete. Placement drawings shall be complete so that placement of the
reinforcing may proceed without reference to the design drawings.
2. Review shall not act to relieve the Contractor from responsibility for accuracy of the
fabrication details and placing diagrams. Dimensions and locations shall be verified
prior to the preparation of shop drawings.
f-
20 October 1997 Concrete Reinforcement
Carlsbad Cii Library 03200-I
96013
C.
1.04
A.
B.
1.05
A.
B.
3. No work shall be done except from approved shop drawings which must be kept at
the site.
Product Data
1. Certificates stating the grades and physical and chemical properties of the
reinforcing steel, and conformance with ASTM Specifications, shall be submitted
before delivery of the steel to the job site.
DELIVERY AND STDRAGE
Delivery: Deliver reinforcement bundled and tagged to identify placement and certify
testing.
Reinforcing steel shall be transported to the building site, stored and covered in a manner
which will insure that no damage shall occur to it from moisture, dirt, grease, or any other
cause that might impair bond to concrete. A sufficient supply of approved reinforcing
steel shall be stored on the building site at all times to insure that there will be no delay
of the work. Identification of steel shall be maintained after bundles are broken.
INSPECTION
Work shall be inspected by an ICBD Certified Reinforced Concrete Special Inspector from
the Owner’s Testing Laboratory in accordance with Section 0 1400 and the Drawings.
Notify the Architect at least two working days ahead of each concrete pour. No concrete
shall be placed until all reinforcing steel has been installed and approved. Reinforcing shall
be complete in every way by the end of the working day prior to concrete placement
Welding Inspection for welding of steel reinforcing shall be performed by an ICBO Certified
Structural Steel/Welding Special Inspector from the Owner’s Testing Laboratory in
accordance with Section 0 1400 and the Drawings.
PART 2 - PRODUCTS
2.0 1 MATERIALS
A. Reinforcing Bars: New, deformed, billet steel bars, conforming to ASTM A 615-95 Rev.,
A Grades as shown on the drawings. Deliver bars new and free from rust and mill scale
in original bundles with mill tags intact
1. Dowels at slab joints exposed to moisture shall be galvanized after fabrication and
bending in accordance with ASTM A 767-90, Class II.
B. Reinforcement for Welding: Deformed steel bars conforming to ASTM A 706-95, Rev.
B.
C. Welded Wire Fabric: New welded steel wire fabric, conforming to ASTM A 185-94.
Gauge and center-tocenter spacing shall be as noted on the drawings.
D. Accessories: Reinforcement accessories, consisting of spacers, chairs, ties, and similar
items shall be provided as required for spacing, assembling, and supporting
reinforcement in place. Accessories shall be galvanized steel or approved plastic
20 October 1997 Concrete Reinforcement 96013
Carlsbad City Library 03200-2
accessories, conforming to the applicable requirements of CRSI hereinbefore specified.
E. Tie Wire: Tte wire for reinforcement shall be #I6 gauge or heavier, where noted or
specified, black or galvanized steel wire, conforming to ASTM A 82-95.
PART 3 - EXECLITION
3.01
A.
B.
3.02 PLACING
A. Reinforcing steel shall be placed in accordance with the drawings and the applicable
requirements of the “Codes and Standards” hereinbefore specified. Install reinforcement
accurately and secure against movement, particularly under the weight of workmen and
the placement of concrete.
B.
C.
D.
E.
F.
G.
FABRICATION
Fabrication of steel reinforcement shall be in accordance with the details shown on the
drawings. Where specific details are not shown or noted, comply with the applicable
requirements of the “Codes and Standards” hereinbefore specified.
Bars shall be accurately bent cut, and placed as indicated on the drawings. Bars shall be
bent cold; heating of bars will not be permitted. Bars shall not be bent or straightened in
any manner that will injure the material.
Reinforcing Supports: Bars and welded wire fabric larger than No. 8 gauge shall be
supported on metal chairs or spacers on metal hangers, accurately placed and securely
fastened to steel reinforcement in place. Support legs of accessories in forms without
embedding in form surface. Spacing of chairs and accessories shall conform with CRSI
“Placing Reinforcing Bars”. No wood will be permitted inside forms. Precast concrete
cubes may be used to support footing and slab on ground reinforcing.
Placing and Tying: All reinforcing shall be set in place, spaced, and rigidly and securely tied
or wired with #I 6 gauge steel tie wire at all splices and at crossing points and
intersections in the position shown, or as directed. Point ends of wire away from forms.
Spacing: Bars shall be spaced as indicated on the drawings. For parallel bars, where
spacing is not shown, the minimum clear spacing shall not exceed the nominal bar
diameter, nor one inch, nor l-1/3 times the maximum size aggregate. The clear distance
limitations above also apply between the bars being spliced at a contact lap splice and
adjacent bars.
Splices: Except for temperature bars in slabs and horizontal wall reinforcing, no splicing
will be allowed for reinforcing bars unless detailed locations are given for these splices on
the design drawings, or approval is given by the Architect. Stagger lapped splices for
horizontal wall reinforcing and slab temperature bars by the required lap slice length,
minimum. Wherever possible, splices of adjacent bars shall be staggered.
Welded Wire Fabric: Wire fabric shall be in as long lengths as practicable and shall be
wired at all laps and splices. Laps shall be one full spacing of the cross wires plus 2” at
splices.
Dowels: Dowels shall be tied securely in place before concrete is deposited. In the event
20 October 1997
Carlsbad Cii Library
Concrete Reinforcement
03200-3
96013