1981-1215_R. G. CONSTRUCTION_Contractn
RECORDED AT THE REQUEST OF
AND RETURN TO:
City of San Juan Capistrano
Office of the City Clerk
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
269.48
EXEMPT
C14
NOTICE OF COMPLETION
BK 14331Po 503
Ak
RECORDING FEES EXEMPT DUE TO
GOVERNMENT CODE SECTION 6103
Mary Ann 40nbvet, City Clerk
City of an Juan Capistrano, CA
NOTICE IS HEREBY GIVEN that a contract was heretofore awarded by the
City Council of the City of San Juan Capistrano, California, to
R.G. Construction, 2165 State Avenue, Costa Mesa, California, 92627,
for the performance of the following work:
COMPLETION OF INTERIOR MODIFICATIONS OF
EXISTING EQUIPMENT BUILDINGS
That said work was completed by said company according to plans and
specifications and to the satisfaction of the City Engineer of the
City of San Juan Capistrano, and that said work was accepted by the
City Council of the City of San Juan Capistrano, at a regular meeting
thereof held on the 15th day of December , 19 81, by
Resolution No. 81-12-15-1
That upon said contract the Amwest Surety Insurance Company was
surety for the bonds given by the said company as required by law.
Dated at San Juan Capistrano, California, this 15th day of
December , 19 81.
-3s2 PM OEC21'81Mary Ann ove City Clerk of
the Cit of San Juan Capistrano
STATE OF CALIFORNIK )
COUNTY OF ORANGE ) ss
CITY OF SAN JUAN CAPISTRANO )
I, MARY ANN HANOVER, the duly appointed and qualified City Clerk of
the City Council of the City of San Juan Capistrano, California, do
hereby certify under penalty of perjury that the foregoing NOTICE
OF COMPLETION is true and correct, and that said NOTICE OF COMPLETION
was duly and regularly ordered to be recorded in the Office of the
Orange County Recorder by said City Council.
Dated at San Juan Capistrano this 15th day of December 1981
0
(SEAL)
ary Ann over, City Clerk o£
San Juan apistrano
' • • • "CITY COPY"
' CONTRA.CT
This contract is made and entered into by and between the
CITY OF SAN JUAN CAPISTRANO, hereinafter referred to as City and
' R. G. Construction hereinafter
referred to as CONTRACTOR.
' IT IS HEREBY AGREED BETWEEN THE PARTIES AS FOLLOWS:
' FIRST. CONTRACT DOCUMENTS. The contract documents shall be
' considered to include the Notice Inviting Bids, the Instructions
to Bidders, the Proposal, the Bid Bond, the Non -Collusion Affi-
davit, the Designation of Sub -Contractors, the Contract which is
prepared for execution by the City and the Contractor, plans,
specifications and special provisions, contract bonds, resolu-
tions adopted by the City Council pertaining to the work, in-
surance policies and certificates, and any supplemental written
' 7greements amending or extending the scope of the work originally
contemplated that may be required to complete the work in a
substantial and acceptable manner.
' SECOND. THE WORK. CONTRACTOR agrees' to furnish all tools,
labor, material, equipment, transportation, and supplies neces-
sary to perform and complete in good and workmanlike manner the
construction of interior modifications of City Equipment
.Buildings in strict confor-
mity with the Plans, Specifications and all other contract docu-
ments, which documents are on file at the Office of the City
' Clerk, City Hall, 32400 Paseo Adelanto, San Juan Capistrano,
California.
THIRD. PAYMENT. City agrees to pay, and CONTRACTOR agrees to
accept, the lump sum adjusted for variations of quantities, at
' the prices designated in bid proposal at the time and in the
manner set forth in the Specifications.
1 -16-
damages, may be granted as provided in the Specifications.
FIFTH. PERFORMANCE BOND AND LABOR. AND VATERIAL BOND. Contractor
' agrees to furnish bonds guaranteeing the performance of this con-
tract and guaranteeing payment of all labor and material used
under this contract, as required by the laws of. the State of Cali-
fornia, on forms approved by City. The Performance Bond shall
be for an amount of one hundred percent (100%) of the amount of
' this contract and shall be conditioned on full and complete per-
formance of the contract, guaranteeing the work against faulty
workmanship and materials for a period of one (1) year after com-
pletion and acceptance. The Labor and Material Bond shall be for
an amount of one hundred percent (1000) of the amount of this
contract and shall be conditioned upon full payment of all Labor
' and Material entering into or incidential to the work covered by
this contract. CONTRACTOR agrees to furnish the bonds on the
forms found within the Specifications.
SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant
' to the Labor Code of the State of California, copies of the pre-
vailing rate of per diem wages, as determined by the Director
' of the State Department of Industrial Relations, are on file
in the office of the City Clerk, 32400 Paseo Adelanto, San Juan
Capistrano, California, and are hereby incorporated and made a
11
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FOURTH.
COMMENCEMENT AND COMPLE':ION OF THE W6'RK. CONTRACTOR
agrees to
begin and complete the work within the time specified
'
in the Notice
Inviting Bids. It is agreed that it would be im-
practicable
and extremely difficult to fix the actual amount of
damages,
and loss sustained by City, should CONTRACTOR fail to
complete
the work in the specified time; therefore, CONTRACTOR
'
shall pay
City, as liquidated damages, not in the nature of a
penalty,
one hundred dollars ($100) a day for each day delayed;
'
provided
that extensions of time with waiver of liquidated
damages, may be granted as provided in the Specifications.
FIFTH. PERFORMANCE BOND AND LABOR. AND VATERIAL BOND. Contractor
' agrees to furnish bonds guaranteeing the performance of this con-
tract and guaranteeing payment of all labor and material used
under this contract, as required by the laws of. the State of Cali-
fornia, on forms approved by City. The Performance Bond shall
be for an amount of one hundred percent (100%) of the amount of
' this contract and shall be conditioned on full and complete per-
formance of the contract, guaranteeing the work against faulty
workmanship and materials for a period of one (1) year after com-
pletion and acceptance. The Labor and Material Bond shall be for
an amount of one hundred percent (1000) of the amount of this
contract and shall be conditioned upon full payment of all Labor
' and Material entering into or incidential to the work covered by
this contract. CONTRACTOR agrees to furnish the bonds on the
forms found within the Specifications.
SIXTH. GENERAL PREVAILING RATE OF PER DIEM WAGES. Pursuant
' to the Labor Code of the State of California, copies of the pre-
vailing rate of per diem wages, as determined by the Director
' of the State Department of Industrial Relations, are on file
in the office of the City Clerk, 32400 Paseo Adelanto, San Juan
Capistrano, California, and are hereby incorporated and made a
11
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' part hereof. CONTRACTOR agrees that he, or any SUB -CONTRACTOR
' under him, shall pay not less than the foregoing specified pre-
vailing rates of wages to all workmen employed in the execution
' of the contract.
' SEVENTH. INSURANCE. CONTRACTOR agrees to carry Public Liability,
Property Damage, and Workmen's Compensation Insurance in amounts
as required by the Specifications.
1
EIGHTH. COMPLIANCE WITH OTHER PROVISIONS OF LAW RELATIVE TO
' PUBLIC CONTRACTS. City is subject to the provisions of the
Government Code and the Labor Code of the State of California.
It is stipulated and agreed that all provisions of law applicable
to public.contracts are a part of this contract to the same ex-
tent as though set forth herein and shall be complied with by
CONTRACTOR. These include, but are not limited to, the stipula-
tion that eight (8) hours labor constitute a legal day's work
' and CONTRACTOR shall, as a penalty to City, forfeit twenty-five
dollars ($25) for each workman employed in the execution of the
' Contract by CONTRACTOR, or by any SUB -CONTRACTOR, for each calen-
dar day during which such workman is required or permitted to
' work more than eight (B) hours in violation of the provisions
of Article Three, Chapter One, Part Seven, Division 2, of the
' California Labor Code, except as permitted by-law.
INWITNESS WHEREOF, this contract is executed by the duly
authorized agent(s) of City, pursuant to Council action, and by
CONTRACTOR on the date set before the name of each.
' CITY F SAN JUAN Gir TRANO
DATED Xe���/��/f BY
T P ILLIP . SCHWARTZE MAR
APPROVED AS
pp TOA FORM:
CITY ATTORNEY/
R. G. Construction
DATED: CONTRACTOR
-1 /-�: �X�,
BY
� � r
5. MODIFICATION OF VEHICLE STORAGE BUILDING -
NOTICE OF COMPLETION AND FINAL REPORT
(R. G. CONSTRUCTION)
(83) The following Resolution was adopted:
UTION NO. 81-12-15-1. COMPLETION OF
BULLLL1vUb - H rr,b ULUTlULN UPTIYt. ULTY UUUNCIL
OF THE CITY OF SAN JUAN CAPISTRANO, CALIFORNIA,
DECLARING wORK TO BE COMPLETED AS TO PLANS AND
SPECIFICATIONS FOR THE INTERIOR MODIFICATIONS
OF EXISTING EQUIPMENT BUILDINGS
The Resolution accepts the work completed by
R. G. Construction, of Costa Mesa, California, and directs
The City Clerk to forward the Notice.of Completion to the
County Recorder within 10 days.
Payment status is as follows:
Total Project Cost: $35,771.25
Less 10% Retention - 3,577.12
Total Due To Date 32,194.13
Less Previous Payments -14,400.00
Amount Due this Payment $17,794.13
Staff was authorized to make the payments as
indicated; payment of the 10% retention was
authorized 35 days after recordation of the
Notice of Completion.
'AGENDA ITEM December 15, 1981
TO: Stephen B. Julian, City Manager
FROM: W. D. Murphy, Director of Public Works
SUBJECT: Resolution, Notice of Completion and Final Report -
Modification of Vehicle Storage Building (R. G. Construction)
SITUATION:
On September 1, 1981, the City Council awarded a construction contract to
R. G. Construction, calling for interior modifications to an existing
vehicle storage building located in the City Hall yard area. Work was
started on September 11, 1981; a period of 90 days was allowed for com-
pletion of the specified work.
FINANCIAL CONSIDERATIONS:
The original contract price was $35,771.25. No change orders were issued.
Funds are available in the Capital Improvements Budget.
ALTERNATE ACTIONS:
1. Accept the specified work as complete and authorize payment of the
retained funds in accordance with City policy.
2. Do not accept the work as complete.
3. Request further information from staff.
RECOMMENDATION:
By Resolution, accept the specified work as complete and authorize staff
to release the 10% retained funds in 35 days.
Respectfully submitted,
W. D. Mur by
.11.
WDM/NSC/ol
attachment
fCei
AGE ivDA*'4
(,i
RESOLUON NO. 81-12-15-1 •
COMPLETION OF INTERIOR MODIFICATIONS OF
EXISTING EQUIPMENT BUILDINGS
A RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF SAN JUAN CAPISTRANO, CALIFORNIA, DECLARING
WORK TO BE COMPLETED AS TO PLANS AND
SPECIFICATIONS FOR THE INTERIOR MODIFICATIONS
OF EXISTING EQUIPMENT BUILDINGS
(R.G. CONSTRUCTION)
WHEREAS, on the 1st day of September, 1981, the City of
San Juan Capistrano entered into a contract with R.G. Construction
for the interior modifications of existing equipment buildings;
and,
WHEREAS, the Director of Public Works has evaluated the
final quantities and cost figures and recommends approval.
NOW, THEREFORE, the City Council of the City of San Juan
Capistrano does resolve as follows:
SECTION 1. That the work required to be performed by
said contractor has been completed.
SECTION 2. That the total cost of said work is in the
amount of $35,771.25.
SECTION 3. That the work is hereby accepted and
approved.
SECTION 4. It is further ordered that a "Notice of
Completion" be recorded, on behalf of the City, in the office of
the County Recorder of the County of Orange within ten (10) days
of the date of this Resolution.
PASSED, APPROVED AND ADOPTED this 15th 'day of
December 1 1981 , by the following vote, to wit:
AYES: Councilmen Hausdorfer, Bland, Buchheim, and
Friess '
NOES: None
ABSENT: Mayor;wart
LL P R. S TZE, MAYOR
ATTEST: BY: LAWRENCE F. BUCHHEIM, MAYOR PRO TEM
CITY CLERK '
-1-
STATE OF CALIFORO ) •
` COUNTY OF ORANGE ) ss.'
2
CITY OF SAN JUAN CAPISTRANO
434.0 )
I, MARY ANN HANOVER, City Clerk of the City of San Juan
Capistrano, California, DO HEREBY CERTIFY that the foregoing is a
true and correct copy of Resolution No.81-12-15-1 , adopted by
the City Council of the City of San Juan Capistrano, California,
at a regular meeting thereof held on the 15th day of
December 1981
y
(SEAL) r
MARY ANN HrVER, CITY CLERK
STATE OF CALIFORNIA
COUNTY OF ORANGE ) ss: AFFIDAVIT OF POSTING
CITY OF SAN JUAN CAPISTRANO )
MARY ANN HANOVER, being first duly sworn, deposes
and says:
That she is the duly appointed and qualified City Clerk
of the City of San Juan Capistrano;
That in compliance with State laws of the State of
• California and in further compliance with City Resolution
No. 79-2-21-7 and on the 18th day of December 1981 ,
she caused to be posted:
RESOLUTION NO. 81-12-15-1
being: COMPLETION OF INTERIOR MODIFICATIONS OF
EXISTING EQUIPMENT BUILDINGS
A RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF SAN JUAN CAPISTRANO, CALIFORNIA, DECLARING
WORK TO BE COMPLETED AS TO PLANS AND
SPECIFICATIONS FOR THE INTERIOR MODIFICATIONS
OF EXISTING EQUIPMENT BUILDINGS
(R.G. CONSTRUCTION)
in three (3) public places in the City of San Juan Capistrano,
to wit: The Administration Building; The San Juan Hot Springs
Dance Hall; The Orange County Public Library.
CHECK LIST
ORD. NO RGS. NO-........-
_._ �Alavor has signed RMA Y" AfIN HAA V70 ER, City Clerk
_ apistrano, California
Clerk has signed San Juan
.... _.l. City Seal stamped
All Wanks typed ii
.,Absent" ...... ....�.......................................
"Noes
.......`. Typed in Official Record Rook
.............. Posted to Classified Cards '
............I Copies sent
.........................................
Legal Publication ordered to he published
(date) -...........................................................
No. Affida%its_........................2...........__.._..
No. Printed copies required ..........................
Fs
Rrmarks
•
' BID P v n P n S A
' For the:
From: (S CONstuc�i011� �p
' Contractor
To the Honorable City Council
City of San Juan Capistrano
Gentlemen:
' The undersigned, as bidder, declares that he has carefully
examined the location of the proposed work as described, examined
the Plans and Specifications and General Conditions therefor,
read the Instructions to Bidders, and is familiar with all pro-
posal requirements, and hereby proposes and agrees, if the pro-
posal -is accepted, to complete the said construction in accordance
' with the Contract Documents, as defined in Section 1-2 of the
Standard Specifications, in the time stated herein, for the unit
' price or lump sum given on the following pages of this proposal,
amounting to a total of: p
F-1 U coo
ta,Q�u � f-o0sAAO(% s�� ,��.�� $ 3V 74 �5
If Fords Figu es
5E11DN0,. dAlr O -AIS 15 "'NIS
' Said amount to include and cover all taxes, the furnishing
of all materials, the performing of all the labor requisite or
' proper and the providing of all necessary machinery, tools, ap-
paratus, and other means of construction; also, the performance
' and completion of all the work in the manner set forth, described
and shown in the Specifications or the drawings for the work.
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If the contract is
awarded,
the undersigned agrees to enter
into
a contract with the
City and
to commence work within fifteen
'
(15)
calendar days from
the date
of execution thereof, and to
diligently prosecute the
work to
completion before the expiration
'
of
days.
-a-
' All bids are to be computed on the basis of the given
' Estimated nuantities of Work, as indicated in this proposal,
times the unit prices as submitted by the bidders. In case of
' discrepancy between words and figures, the words shall prevail.
In case of discrepancy between unit prices and the extension
' thereof, the unit price shall prevail and bids will be computed
as indicated 'above and compared on the basis of corrected totals.
' The estimated quantities of work indicated in this proposal
are approximate only, being given solely as a basis for comparison
' of bids. It is understood that the City does not expressly nor
by implication agree that the actual amount of work will corres-
pond therewith, but reserves the right to increase or decrease
' the amount of any item or portion of the work or to omit portions
of the work as may be deemed expedient by the Engineer.
' It is also understood by Bidder that the City of San Juan
Capistrano has the right to reject this proposal or to award a
' contract to the undersigned at the prices stipulated. If the
proposal is rejected, then any check or cashier's check shall be
returned to the undersigned within thirty (30) days. No bid bonds
will be returned. If the proposal is accepted and the undersigned
fails to enter into a contract within fifteen (15) days after the
agreement is delivered to him for signature, or within such further
time as may be granted by the City Council, then said check shall
' be cashed or said bond declared forfeit and an amount equal to the
difference between the lowest bid and the next lowest bidder who
' will execute a contract shall be paid into the treasury of the
City of San Juan Capistrano as liquidated damages for the failure
of the undersigned to comply with the terms of this proposal.
Accompanying this proposal is J/& T d u,A (insert
"S cash", cashier's check, certified check or
bidder's bond, as the case may be) in an amount equal to at least
ten percent (102) of the total bid.
The following is the name and place of business of the surety
' company which will furnish the required bonds as surety if the
work is awarded to the undersigned:
' -5-
1 • �
1 Licensed in accordance with an act providing for the registration
of contractors -- License No. -2�f,�/y
1 Signature of Bidder:
A ^ G�
1 -
1 (If an individual, so state. If a firm or co -partnership,
state the firm name and give the names of all individual co-
partners composing the firm: president, secretary, treasurer
and manager thereof.)
1 RATED:— / 1 SS �ivC%iv,Glvc9 I
1 /Ccs S 114 —/IF- kl; c
Business Address
�/
' C0 /a}./77&sem e'>zCv2-
(—-3(
C.,=3( 5 3 & 3 r-7/ c/
' Phone Number
1 Further, the undersigned bidder certifies that he has
thoroughly checked the figures set forth in this proposal, that
they are correct to the best of his knowledge and that they
1 constitute his proposal for the work called out herein.
Signa ur of Bidder Date
1 Phone Number
1
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SCHEDULE OF WORK ITEMS
ITEM NO.
APPROX.
WORK ITEM WITH UNITS
UNIT PRICE
TOTAL
QUANTITY
(PRICE WRITTEN IN WORDS)
IN FIGURES
AMOUNT
'
1.
L.S.
Furnish and install electri-
cal wiring and fixtures per
'
electrical drawings and
�ff
specifications
$
oa
$ ,
2.
L.S.
Furnish and install air
'
conditioning and heating
system per mechanical
drawings and specifications
$
$
3.
L.S.
Furnish and install plumbing
and fixtures per plumbing
drawings and specifications
$
$ 910.E
4.
L.S.
Install unit kitchen furnished
by the City for the lump
'
sum of
$,
$i_
5.
L.S.
Construct interior stud
walls and ceiling as indicated
on drawings and specifi-
cations
$
$ 99(o
6.
L.S.
Furnish and install interior
finish as indicated on drawings
3�
'
and specifications
$
$ Har
7.
L.S.
Furnish and install counters,
'
cabinets, and other furnish-
ings as indicated on drawings
$
$ �4`�
and specifications
'
S.
L.S.
Furnish and install
o ft
floor coverings
$
$
I
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NON -COLLUSION AFFIDAVIT TO BE EXECUTED BY
' BIDDER AND SUBMITTED WITH BID
' STATE OF CALIFORNIA )
County of C) P AAA G C
being first duly
' sworn deposes and says that he is Q Lc., njs; of
C9 ( nu sf/2Uc7`��i ✓ �� the
' party making the foregoing bid; that such bid is not made in the
interest of or on behalf of any undisclosed person, partnership,
' company, association, organization, or corporation; that such bid
is genuine and not collusive or sham; that said 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 any-
one else to put in a sham bid, or that -any one shall refrain from
bidding; that said bidder has not in any manner, directly or
' indirectly, sought by aqreement, communication or conference with
any one to fix the bid price of said bidder or of any other bid-
der, or to fix the bid price of or cost element of such bid price,
or of that of any other bidder, or to secure any advantage
against the public body awarding the contract of any one inter-
ested in the proposed contract; that all statements contained in
such bid are true; and further, that said bidder has not directly
' or indirectly, submitted his 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 in connection there-
with, to any corporation, partnership, company, association,
organization, bid depository, or to any member or agent thereof,
or to any other individual except to any person or persons as
have a partnership or other financial interest with said bidder
' in this general business.
-7-
' ON f i,(J.S�
' before me, the undersigned, a Notary Public in
and for said State, personally appeared ;P'60 R I
to be the person whose name z r
' subscribed to the within Instrument, and acknowledged to me
that he executed the same
WITNESS my hand and offii'1 seal.
Notary Public in and for said State.
OFFICIAL SEAL
' SfEVEN RIDDLE
ti NUTARY PUBLIC CALIFURNIA
PRINCIPAL OFFICE IN
CHANGE COON iY
' My commission Expires Nov, 25, 1983
1
1
1
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' DESIGNATION OF SUB -CONTRACTORS
' submit with Proposal.
In compliance with the Provisions of Section 4100-4107 of
the Government Code of the State of California as amended, the
undersigned certifies that he has used the sub -bids of the fol-
lowing listed sub -contractors in making up his bid, and that the
sub -contractors listed will be used for the work for which they
' bid, subject to the approval of the Engineer, and in accordance
with the applicable provisions of the Specifications. It is
' understood and agreed that all those portions of the work called
for in the contract documents for which a sub -contractor is not
listed will be performed by the undersigned through his forces.
' If no sub -contractors are listed, all bonds and insurance will
be written in the name of the general contractor only.
' ITEM OF WORK SUB -CONTRACTOR ADDRESS PHONE NO.
' r }
C�/i/�
2.Q&h bite 4()P fJA'-fP/14 (5ij,?Cf6YU xeoe)t
' �r—
' 4. ;�as- LL';��i� �o Stua9 i�slizi �yv- 33 �o
/I) o c )10
6.'. o ;� wr,cVt 22 Gr�Yl1� SQA%/f SA -
7 . tic rh �^ r6 eo <2- ('a , s l y MC5 A C : /11 3
/^�Y
e. -1--oI �c % i9.9 /. ice% % ( ,u 2LS/ ,)�G'L/eZ,TjF � 'ice
1
' BIDDER'S NAME
� 1
' AUTHORIZED SIGNAOURE
1
INSTRUCTION TO BIDDERS
Securina Documents
Plans, specifications and other contract documents will be
' available for examination without charge and copies may be secured
in accordance with the "Notice Inviting Bids".
' Examination of Plans, Specifications and Site of Work
The bidder is required to examine the site of work, the
' proposal, the plans and the specifications very carefully. He
shall satisfy himself as to the character, quality and quantities
' of the work to be performed, the materials to be furnished and
the requirements of the Contract Documents. The plans for the
' work show conditions as they are believed to exist, but it is
not to be inferred that all the conditions as shown thereon are
' actually existent, nor shall the City or any of its officers or
agents be liable for any loss sustained by the Contractor as a
result of any variance between conditions shown on the plans and
actual conditions revealed during examination or progress of the
work. The submission of a proposal shall be prima facie evidence
that the bidder has made such an examination.
1 Interpretation of Drawings and Documents
If any bidder should find discrepancies in, or omission
' from, the drawings, specifications or other proposed contract
documents, or if he should be in doubt as to the true meaning of
any part thereof, he shall at once make a written request to the
' Engineer for correction, clarifigation or interpretation of the
point or points in question. The person submitting such a re-
quest shall be responsible for its prompt delivery.
In the event that the Engineer receives such a request and
it should be found that certain essential information is not
clearly and fully set forth, or if the Engineer discovers errors,
-10-
' omissions, or points requiring clarification in the drawings or
documents, a written addendum will be mailed to each person to
' whom a set of contract documents has been delivered. The City
will not be responsible for any instructions, explanations or
' interpretations of the documents presented to bidders in any
manner other than written addendum.
Addenda or Bulletins
The effect of all addenda to the contract documents shall
' be considered in the bid and said addenda shall be made a part
of the contract documents and shall be returned with them. Be-
fore submitting his bid, each bidder shall inform himself as to
whether or not any such addenda have been issued, and failure to
' cover in his bid any such addenda issued may render his bid invalid
and result in its rejection.
1 Disqualification of Bidders
' No person, firm or corporation shall be allowed to make,
file or, be interested in more than one bid for the same work
unless alternate bids are called for. A person, firm or cor-
poration who has submitted a sub -proposal to a bidder, or who has
quoted prices on materials to a bidder, is not hereby disqualified
' from submitting a bid in his own behalf.
' Proposals
Bids to receive consideration shall be in accordance with
' the following instructions:
A. Bids shall be made only upon*the forms provided within these
specifications; all bid items shall be properly filled out;
' bid prices shall be stated both in words and in figures; and
the signatures of all persons signing shall be in longhand.
' Where there is a conflict in the words and the figures, the
words shall govern.
1
'
B.
All prices and notations must be in ink or typewritten. No
erasures will be permitted. Mistakes may be crossed out and
'
corrections typed or written in ink adjacent thereto and must
be initialed in ink by the person or persons signing the bid.
'
C.
Bids shall not contain any recapitulation of the work to be
done. Alternate proposals will not be considered except as
'
required hereinabove. No oral, telegraphic or telephonic
proposals or modifications will be considered.
'
his
D.
The City may require any bidder to furnish a statement of
experience, financial responsibility, technical ability, equip-
'
ment and references properly and fully filled out.
E.
Each bidder shall list his proposed sub -contractors on the
'
form accompanying the proposal in accorda::ce with the pro-
visions of the specifications.
F.
Each bidder must accompany his bid with either a cashier's
check upon some responsible bank, or a properly certified
check upon such bank, or an approved corporate surety bond
payable to the City for such a sum of not less than ten (10)
'
percent of the aggregate sum of the bid, which check or bond
and the monies represented thereby shall be held by the City
'
as a guarantee that the bidder, if awarded the contract, will
in good faith enter into such contract and furnish the required
tbonds.
The bidder agrees that, in case of his refusal or failure to
'
execute said contract and give bonds within the time required
by these documents, such check or bond, and the money re-
presented thereby, shall remain the property of the City and,
if the bidder shall fail to execute said contract, said
surety will pay to the City the damages which the City may
'
suffer by reason of such failure, not exceeding the sum of
ten (10) percent of the amount of the bid. A bid received
'
and not accompanied by such cashier's check, certified check
or approved bond shall be rejected.
'
-12-
' G. Bids shall be delivered to the City at the location stipulated,
' on or before the day and hour set for the opening of bids, as
hereinbefore specified in the "Notice Inviting Bids". Bids
shall be enclosed in a sealed envelope bearing the title of
the work, the name of the bidder, bid opening date and time
of bid opening.
' Licensing of Contractor
' All persons, firms, partnerships or corporations shall be
licensed in accordance with the Business and Professions Code
' of the State of California and the applicable ordinances of the
City and County before doing any work of any kind.
Withdrawl. of Bids
Any bidder may withdraw his bid in person or by written
' request at any time prior to the scheduled closing time for re-
ceipt of bids.
,. Opening of Bid Proposals
' The City will, in open session, publicly open, examine and
declare the bids at the time set forth in the "Notice Inviting
' Bids". Bidders or their authorized representatives are invited
to be present.
' Award of Contract or Rejection of Bids
No bidder may withdraw his bid for a period of forty-five
' (45) days after the date set for the opening of bids. The con-
tract for the work will either be awarded or the bids rejected
within the forty-five (45) days from the date set for the opening
of bids.
The contract for the work will be awarded to the lowest
responsible bidder complying with theseinstructions and with
' the "Notice Inviting Bids". The City, however, reserves the
right to reject any or all bids and. to waive any nonconformity
in the bids received.
1
1 -13-
' The bidder to wh.:11 the award is made shall execute a written
'. contract with the City and furni.;-h the stipulated bonds, insurance
and bid breakdown within fifteen (15) days after the notice of
award of contract. The contract shall be made in the form adopted
' by the City. The release of the successful bidder's surety deposit,
as previously stipulated (page 5), shall be made upon the City's
' acceptance of. the Labor and Materials Bond and the Faithful Per-
formance Bond.
' If the bidder to whom the award is made fails to enter the
contract as herein provided, the award may be annulled and an
' award may be made to the next lowest responsible bidder; and
such bidder shall fulfill every stipulation embraced herein, as
' if he were the party to whom the first award was made. A corpora-
tion to which an award is made shall furnish evidence of its cor-
porate existence and evidence that the officer signing the con-
tract and bonds for the corporation is duly authorized to do so.
Bonds
The successful bidder, simultaneously with the execution of
the Agreement, will be required to furnish a Labor and Material
Bond in a sum not less than one hundred percent (100%) of the
' total amount payable by the terms of the contract and a Faithful
Performance Bond in a sum not less than one hundred percent
' (1008) of the amount of the contract. Said bonds shall be
secured from a surety company satisfactory to the City. Surety
companies, to be acceptable to the City, must be authorized to
do business in the State of California and be on the accredited
list of the United States Treasury.
Time of Performance
' The work shall be commenced within fifteen (15) calendar days
from the date of execution of the contract and shall be diligently
' prosecuted until completion. A time limit of ninety
E
-14-
' ( go ) calendar days from the date of execution of the contract has
been set for completion of the work. The bidder's attention is
directed to the specifications as to provisions for extension of
' time of completion and/or assessment of liquidated damages.
' Assignment of Contract
No assignment by the Contractor of any contract to be
entered into hereunder or any part thereof, or of funds to be
received thereunder by the Contractor, will be recognized by the
awarding authority unless such assignment has had prior approval
' of the awarding authority and the surety has been given notice of
such assignment in writing and has consented thereto in writing.
' Workmen and Waqes
' Attention is specifically directed to all provisions of
the Labor Code of the State of California with regard to workmen
and wages. Wages shall not be less than prevailing wage rates
determined by the City pursuant to said Code and as listed in the
"Notice Inviting Bids".
Building Permits
It shall be the Contractor's responsibility to obtain all
necessary permits, bonds and insurance, as required, for the
' completion of the project. No extra compensation shall be made
therefore.
I
-ls-
• Bond # 1016783-
FAI11FUL PERFOP40CE EM Premium: -$71S:00
KNOW ALL MEN BY TUESE PRESENTS: That
WHEREAS, The City of San Juan Capistrano, a municipal corporati
of Orange County, California, has awarded to R,G. Construction Company
License No,379214 , hereinafter desi&naLed as "Principal,' a con—
tract' for Interior Mo ifications of City Equipment Building- ; an
WHEREAS, said Principal is required under the terms of said
contract to furnish a bond for the faithful performance of said contract.
NOW, THEREFORE, we, R. G. Construction Company , as PrinciF
and Amwest Surety Insurance Company , as surety, are held and fir
bound unto the City of San Juan Capistrano, a municipal corporation of
Orange County, California, in the penal suit of THIRTY FIVE THOUSAND SEVEN HJPQEID
SEVENTY ONE AND 00/100----WLLARS ($ 35,771,25 ) lawful money of the Unite
States of America, for payment .of which sum, well and truly to be made,
Wo bind ourselves, our heirs, executors, administrators and successors,
jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION is such that, if the hereby
bounden Principal,.his or its heirs, executers, administrators, succes—
sors or assigns, shall in all things stand to and abide.by and well and
truly keep and perform all the undcrtaki.ngs, terms, covenants, condition. -
and a,reements in the said contract and any alteration thereof, made as
therein provided, all within the time and manner therein designated and
all respects according to their true intent and meaning, then this obli—
gation shall become null and void, otherwise it shall be and remain in ft
force and virtue.
FURTIiER, the said surety, for value received, hereby stipulate:
and agrees that no change, extension of time., alteration or modification
of the contract documents or of the work to be performed thereunder,
Shall in any way affect its obligations or this bond, and it does hereby
Waive notice of any such change, extension of time, alterations or ra:)di—
fieations of the contract documents or of work to be performed thereunde:
IN WITNESS WIfEREOF three (•3) identical counterparts of this
instrument, each of which shall for all purposes be deemed an original
thereof, have been duly executed by the Principal and surety herein name
on the 10th day of September , 19 81 , the name and corpora to
seal of each corporate party being hereto affixed and these presents dul
signod by its undersigned representative pursuant to authority of its
govcrninl; body.
•. .. W.,n...
t
ew,i y I: r �.I I:et�: ��.w•�u
.�ames, Attorney -in -Fact
0
LABOR AND ;,r11Lf:i °,! : u;:')
• Bond # 1016783
KNOW ALL MrN BY THESE PRESENTS:. That
Premium: Included in
Performance Bond
WifrI:EAS, the City of San Juan Capistrano, a municipal
corporation of Oranoc County, California, has awarded to R.G.
Construction Comoanv License No. 379214
hereinafter dcsignaLed as "Principal," a contract for Intetyor
Modifications of City Eguinment Rii l riinggc ; and
1711E):EAS, said Principal is required to furnish a bond in
connection wii.h the said contract provLding that if said Principal,
or any of his or its sub -contractors, :;hall fail to pay for any
materials, previsions, provender or other supplies or teams used
in, upon, for or about the performance of the work contracted to
be done, or for any wort: or labor done thereon of any kind, the
surety or this: bond will pay the same.
NOW. THEREFORE, we R. G. Construction Comnanv , -
Principal, and Amwest Surety Insuranc Cv , as surety
are held firm:..y bound unto the City o San Juan Capistrano, a
municipal corporation, in the penal su::i of THIRTY FIVE THOUSAND SEVEN InINDRED
SEVENTY ONE-----DOLLAP.S ($ 35.771.25 ), lawful money of the
United States of iimerica, for payment .)f which sum well and truly
to be made we bind ourselves, our heir.3, e:iecutors, administrators
and successors, jointly and severally, firmly by these presents.
TI[h CONDITION OF TIIIS OBLIG_1TION is such that, if said
Principal, his or its heirs, executors, administrators, successors
or assigns, or sub -contractors, shall fail to pay for any materials,
provisions, provender, or teams, or ottier supplies or equipment
used in, upon for or about the perforiiince of the work contracted
to be done, o:• for any cioric or labor 6_)ne thereon of nny hind, or
for a!:,�;unts clue under the Unemployment Insurance Act with respect
to such N:c,rk or labor as required Dy the provisions of Title 1,
Division 5, Cl.;iht�,•r ? of the Government Code of California as
ameuciecl, that. Lhc surety will pay for the same in an amount not
execeding the sum specified in .this bond and also in case suit is
brought upon the bond, a reasonable attorney's fee to be fixed
by the court. This bond shall inure to the benefit of any and
all persona, ccmpanics and corporation:, entitled to file claims
under said act, so as to give a right of action to them or their
assigns in any suit brought upon this mond.,
FURTIR:R, the said surety, for value received, hereby
stipulates and arrces that no chango, extension of time, altera-
tion or modiiicatioit of the contract documents or of the work to
be performed thereunder shall in any way affect its obli„ation on
this bond and it loos hereby waive notice of any such chance, ex-
tonsion of time, alLeration or modific tion of the contract documen
or of work to bo performed thereunder.
.21-
0 0
IN VIITbIIiSS u'IIruol? three (3) id `ni'�i�cal counterparts
origlinal
ed by the Priicipal and surety herein named
instrument, each of which sh::11 for all l I The name
thereof, have been duly ex
mbPr , 19 81
On the 10thaLe irL I eiug licreto affi�cd and these
and corporate seal of each cundersigned representatives pursuant to
presents cluly signed by its und�rsig P'
authority of its governing body.
R.G. Construction Company
RINCIVAL
By
By
Amwest Surety Insurance Company
SURE' '
By ( W &- -
e D. Jam sAttorney-in-Pact
.22—
0 i
AMWEST SURETY INSURANCE CO.
6301 Owensmouth Avenue
Woodland Hills, Ca 91367 N2 15489
(213) 704-1111
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS, That AMWEST SURETY INSURANCE COMPANY, A CALIFORNIA
CORPORATION does hereby make, constitute and appoint
ANDY FAUST—P.C. FAUST—JOHN S. HILTON—J.F. HILTON—ARTYCE McGUIRE—S.G. HEFLIN
JOANNE BURDETTE—ELAINE MOSS—TRACI ROTHWELL—JOY ASHMORE—REGAN D. JAMES
its true and lawful Attorney(s)-in-Fact, with full power and authorityfor and on behalf of the company as surety, to execute and
deliver and affix the seal of the company thereto if a seal is required, bonds, undertakings, recognizances or other written
obligations in the nature thereof, as follows:
CONTRACT, LICENSE, PERMIT, MISCELLANEOUS, COURT BONDS, TO $250,000.00
and to bind AMWEST SURETY INSURANCE COMPANY thereby, and all of the acts of said Attorneys -in Fact, pursuant to
these presents, are hereby ratified and confirmed. This appointment is made under and by authority of the following provi
sions of the By -Laws of the company, which are now in full force and effect:
Article 111, Section 7 of the By -Laws of AMWEST SURETY INSURANCE COMPANY
This Power of Attorney is signed and sealed by facsimile under and by the authority of the following resolutions adop-
ted by the board of directors of AMWEST SURETY INSURANCE COMPANY at a meeting duly held on December 15, 1975.
RESOLVED that the president or any vice president, in conjunction with the secretary or any assistant secre
tart', may appoint attorneys -in fact or agents with authority as defined or limited in the instrument evidencing the
appointment in each case, for and on behalf of the company to execute and deliver and affix the seal of the com-
pany to bonds, undertakings;,recognizances, and suretyship obligations of all kinds; and said officers may remove
any such attorney-in-fact or agent and revoke any power of attorney previously granted to such person.
RESOLVED FURTHER that any bond, undertaking, recognizance, or suretyship obligation shall be valid
and binding upon the company
(i) when signed by the president or any vice-president and attested and sealed (if a seal be required) by any
secretary or assistant secretary; or
(ii) when signed by the president or any vice-president or secretary or assistant secretary, and countersigned
and sealed (if a seal be required) by a duly authorized attorney-in-fact or agent; or
(iii) when duly executed and sealed (if a seal be required) by one or more attorneys -in -fact or agents pur-
suant to and within the limits of the authority evidenced by the power of attorney issued by the company to such
person or persons.
RESOLVED FURTHER that the signature of any authorized officer and the seal of the company may be
affixed by facsimile to any power of attorney or certification thereof authorizing the execution and delivery of
any bond, undertaking, recognizance, or other suretyship obligations of the company; and such signature and seal
when so used shall have the same force and effect as though manually affixed.
IN WITNESS WHEREOF, AMWEST SURETY INSURANCE COMPANY has caused these presents to be signed by its
proper officer, and its corporate seal to be hereunto affixed this 18t day of May 19 81. .
SURETY INSURANCE COMPANY
STATE OF CALIFORNIA, COUNTY OF LOS ANGELES — ss
On this 1stday of May A.D., 1�EL , personally came before me Richard H. Savage
and Marge Schneider to me known to be the Individuals and officers of AMWEST SURETY INSURANCE COM-
PANY,CALIFORNIA who executed the above instrument, and they each acknowledged the execution of the same, and being
by me duly sworn, did severally depose and say: that they are the said officers of the corporation aforesaid, and that the seal
affixed to the above instrument is the seal of the corporation, and that said corporate seal and their signatures as such officers
were duly affixed and subscribed to the said instrument by the authority of the board of directors of said corporation.
r•••••••••••••••••••••••,
1 OFFICIAL SEAL 1
I JANICE DRUEZ
i Q NOTARY PUBLIC CALIFORNIA 1 (SEAL) u� f
N PRINCIPAL OFFICE IN /
LOS ANGELES COUNTY 1 Notary Public
Mr Commission Exp. Ian 6, 1984 1
L•••••••.••J
STATE OF CALIFORNIA, COUNTY OF LOS ANGELES — ss
CERTIFICATE
I, the undersigned, secretary of the AMWEST SURETY INSURANCE COMPANY , a California corporation,
DO HEREBY CERTIFY that the foregoing and attached Power of Attorney remains in full force and has not been revoked;
and furthermore, that the provisions of the By -Laws of the company and the Resolutions of the board of directors set forth
in the Power of Attorney, are now in force.
Signed and sealed at Glendale, CA this 10th day of September 1981 .
pP,oq Te
_._ Secretary
e/ r 10"
0
CITY YARD, MODIFICATIONS OF EXISTING EQUIPMENT
BUILDINGS - AWARD OF CONTRACT (R. G. CONSTRUCTION)
(38) Written Communications:
(74) (1) Report dated September 1, 1981, from the Director of
Public Works, forwarding theresultsof bids received
on August 12, 1981, for interior modifications to City
Yard buildings.
Award of Contract:
T e contract was awarded to R. G. Construction Company of
Costa Mesa, in the total amount of $35,771.25. All other
bids were rejected, and staff was authorized to return the
bid deposits.
01 A /-�
0 0
AGENDA ITEM September 1, 1981
TO: Stephen B. Julian, City Manager
FROM: W. D. Murphy, Director of Public Works
SUBJECT: Award of Contract - Interior Modifications of
Existing Equipment Buildings (Public Works)
cTTT7ATTnM
Eight bids were received for the interior modification of existing
buildings on August 12, 1981 as follows:
G. E. Leach Company $34,748.00
R.G. Construction $35,771.25
D.M.E. Corporation $37,590.00
Roland Olsen $39,769.00
Diversified Builders $41,800.00
Meridian Construction $46,900.00
Rescom Company $57,321.00
Spec Builders $70,600.00
Following receipt of the bids, the lowest three bidders were contacted
to assess their qualifications. After this review staff felt that
R.G. Construction displayed the highest knowledge of the work to be
done and to construct the work in accordance with the intent of the
specifications.
FINANCIAL CONSIDERATIONS
Staff's recommendation would be to R.G. Construction, second lowest
bidder, which is $1,023 higher than the lowest bid. Total recommended
contract is $35,771.25.
ALTERNATE ACTIONS
1. Award the contract to R.G. Construction in the amount of $35,771.25.
2. Award the contract to the lowest bidder.
3. Request further information from staff.
RECOMMENDATION
By motion, award the contract to R.G. Construction in the amount of
$35,771.25. Authorize the return of all bid deposits received and
reject all other bids.
Respectfully submitted,
1N.�, u,,C�
W. D. Murp
WDM/rem 111 1
FOR CITY COUNCIL AGENDA /Y/��
0
AGENDA ITEM
August 18, 1981
0
TO: Stephen B. Julian, City Manager
FROM: W. D. Murphy, Director of Public Works
SUBJECT: Award of Contract - Interior Modifications of
Existing Equipment Buildings (Public Works)
SITUATION
On August 12, 1981, bids were received in accordance with the
specifications for interior modifications of existing equipment
buildings for the Public Works Department. The bids received
were as follows:
G. E. Leach Company $34,748
R. G. Construction $35,777
D.M.E. Corporation $37,590
Roland Olsen $39,769
Diverisified Builders $41,800
Meridian Construction $46,900
Rescom Company $57,321
Specialty Builders $70,600
Staff is currently reviewing with the low bidder the terms of the
contract and qualifications of the contractor and sub -contractors.
Since time is limited we cannot at this time make a formal recom-
mendation for award. This item will be re-agendized for the
Council meeting of September 1.
FINANCIAL CONSIDERATIONS
Funds have been budgeted in the Capital Improvements Program for
this expenditure.
ALTERNATE ACTIONS
1. Receive and file this report.
2. Should all information be received by August 18, award the
contract to the recommended bidder.
3. Request further information from staff.
RECOMMENDATION
Receive and file this report at this time.
Respectfully submitted,
W. D. Murp y Ci�(i�i�-
WDM/rem A
FOl
�P�UGUST IZ 1`3
QL ww p Y ll O
=NTERIyQR MODIFICATIONS-u�PM�=, LD.
Gam..ILI
AMWEST SURETY INSURANCE COMPAIR
LOS ANGELES, CALIFORNIA
BIO BONO BOND NUMBER:
PREMIUM:,,. BBSU.................... BID DATE
1011523-05
AUGUST 12, 1981
KNOW ALL MEN BY THESE PRESENTS, That we, .. • G. CONSTRUCTION
......................................................................
......... (hereinafter called the Principal), as
Principal, and AMWEST SURETY INSURANCE COMPANY, a corporation, organized and existing under the laws of
the State of California and authorized to transact a general surety business in the State of CALIFORNIA
........................................................
(hereinafter called the Surety), as Surety, are held and firmly bound unto .. CITY OF SAN JUAN CAP I STRANO
.........................................I.......... .......
(hereinafter called the Obligee) in the penal sum of,,,,,,,_,,, TEN ..................... percent (,,,,,,1 q,,,,,_,,,,,,.,,,,,,,,%) not to exceed
FIVE THOUSAND AND 00/100— — — — — Dollars ($ )
.......................................................................................................
for the payment of which the Principal and the Surety bind themselves, their heirs, executors, administrators, successors
and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, That, whereas the Principal has submitted or is about to submit
"
a proposal to the Obligee on a contract for..............WAREHOUSE REMODELING"
..........................................................
NOW, THEREFORE, if the said contract be awarded to the Principal and the Principal shall, within such time as may
be specified, enter into the contract in writing, and give bond, with surety acceptable to the Obligee for the faithful perfor-
mance of the said contract; or if the Principal shall fail to do so, pay to the Obligee the damages which the obligee may suffer
by reason of such failure not exceeding the penalty of this bond, then this obligation shall be void; otherwise remain in full
force and effect.
SIGNED, SEALED AND DATED this .......... 7..t..h.. ............................... day of............ A.UGUST...................... Iy 81
........ ..........:
R. G. CONSTRUCTION
.............................
PRINCIPAL
AMSTS "RFS INSURANCE COMPANY
..... (.........................................
r�� ATTORNEY-IN•FACT
0104 (7178)
PROOF OF PUBLI*ON
(2015.6 C.C.P.)
STATE OF CALIFORNIA,
County of Orange
City of San Clemente
1 am a citizen of the United States and a resident
of the County aforesaid; I am over the age of
eighteen years, and not a party to or interested
in the above -entitled matter. I am the principal
clerk of the printer of the San Clemente Sun -Post
a newspaper of general circulation printed and
published
DAILY
..................................................
.... in the City of San Clemente
County of Orange, and which newspaper has been
adjudged a newspaper of general circulation by
the Superior Court of the County of Orange, State
of California under the date of March 11, 1260,
Case Number A9140;
that the notice, of which the annexed is a printed
copy (set in type not smaller than nonpareil), has
been published in each regular and entire issue of
said newspaper and not in any supplement thereof
on the following dates, to -wit :..................._._........
..................................................................
all in the year 19- ...... 81
I certify (or declare) under penalty of perjury
that the foregoing is true and correct.
Dated at San Clemente, California, this
29th day of ......July....... _.......... _............ 19 ......
Signature
SAN CLEMENTE PUBLISHING CORP.
1542 North El Camino Real - P.O. Box 367
San Clemente, Calif. 92672 - Phone 714-492-5121
This apace 16 the County Clerk's Filing Stam"
RECEIVED
At g, DJ$ ,g
4` -
Proof of Publication of
NOTICEINVITING BIDS
NOTICE OF TRANSMITTO- LEGAL PUBLICATIONS
TO: DAILY SUN -POST
Helen Nielsen, Legal \
FOR PUBLICATION ON:
DOCUMENT(S) TO BE PUBLISHED:
•
WEDNESDAY, JULY 15, 1981 and
WEDNESDAY, JULY 22, 1981
NOTICE INVITING BIDS -
INTERIOR MODIFICATIONS OF THE CITY
EQUIPMENT BUILDINGS
-7/15 £n Pa., HJ -vi `01 e Isar,
�Cld iOd�.� —
She w�e2 P.�lo�• ChU(Si
-I'Ibjgl + ��13�4Sj �"� oK• ►�
PROOF OF PUBLICATION: Please send to:
Office of the City Clerk
City Hall
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
AUTHORIZED BY:
DATE: July 10 1481
Date of Bid Openina 8/12/81
Date(s) notice published 7/ 81 & 7/23/81 de -
Date affidavit received
Date notice posted in
designated posting places (3) 7/16/81 J�
Date notice(s) posted on property
Date of mailing notices
to property owners n/a
NOTICE INVITING BIDS
INTERIOR MODIFICATIONS OF THE CITY EQUIPMENT RTTTT.i)TNG
Notice is hereby given that the City of San Juan
Capistrano will receive sealed proposals or bids for the
interior modifications of the City Equipment Buildings
until 2:00 P.M. on the 12th day Of August , 19RI -
A pre-bid conference is scheduled at 10.00 A.M. on
the 28th day of July , 1981, at the City offices to
assist contractors.
Copies of Plans and Specifications are on file in the
Office of the City Clerk of San Juan Capistrano, 32400 Paseo
Adelanto, San Juan Capistrano, California, and may be obtailied 4t
a non-refundable charge of $5.00 , plus a $5.00 charge for'
postage and handling on all plans and specifications mailed.
Dated: July 10, 1981
CITY CLE
CITY OF SAN JUAN CAPISTRANO,
ORANGE COUNTY, CALIFORNIA
0 0
NOTICE INVITING BIDS
Public notice is hereby given that the City of San Juan
Capistrano will up to 2:00 p.m. on the 12th day of August , 1981,
receive.sealed proposals or bids for the Interior Modifications
of the City Equipment Building __ , in
accordance with the approved plans and specifications on file in
the office of the City Clerk of the City of San Juan Capistrano,
California. Bids will be received until the time hereinbefore
stated at the San Juan Capistrano City Hall, 32400 Paseo Adelanto,
San Juan Capistrano, California.
No bid will be received unless it is made on a proposal
provided within these specifications. Each proposal or bid must
be accompanied by a certified check, cash, cashier's check or
bidder's bond payable to the City of San Juan Capistrano in the
sum of not less than ten percent of the amount.
The bid check, cashier's check or bidder's bond of the
successful bidder will be forfeited to said City in the event
such successful bidder fails to enter into the required contract
within 15 days after the written notice that said contract has
been awarded to him for the work.
A pre-bid conference is scheduled at 10:00 a.m. on the
28th day of July , 1981, at the City offices. The con-
tractor shall have the opportunity for clarification or interpre-
tation of any point or points of question within the plans and
contract documents or specifications. It is the contractor's
responsibility to be in attendanoe at this conference to receive
any information disclosed during the proceedings, for the City
shall not disseminate any records of the conference. Exclusive
of written addendums and this pre-bid conference, the City shall
not be responsible for any instructions, explanations, or inter-
pretation of the plans, specifications, and contract documents
presented to the bidders in any manner.
- 1 -
' The successful bidder, simultaneously with the execution
of the contract, will be required to furnish a Faithful Perfor-
mance Bond equal in the amount of one=hundred percent (1008) of
the contract price.
' The City Council reserves the right to reject any and all
bids received and to compare the relative merits of the respective
bids and to choose that which in the opinion of said City will
best serve the interests or needs of said City.
' A time limit of ninety (90) days has been
set for the completion of the work, from the date of execution
' of the contract.
BIDDERS ARE HEREBY NOTIFIED THAT, pursuant to the Labor
' Code of the State of California, copies of the prevailing rate
of per diem wades, as determined by the Director of the State
' Department of Industrial Relations, are -on file in the office of
the City Clerk and 'shall be made available to any interested party
' on request.
Copies of Plans and Specifications one on file in the office
' of the City Clerk of San Juan Capistrano, 32400 Paseo Adelanto,
San Juan Capistrano, California. Copies of the plans and speci-
fications for use in preparing bids may be obtained at the office
of the City Clerk, San Juan Capistrano, at the address shown
' above. One set of plans and specifications is available for each
general contractor proposing to submit a bid for said work. A
charge in the amount of $10, nonrefundable, is required for
obtaining each set of plans and specifications. There will be a
$S charge for postage and handling on all plans and specifications
' mailed.
Each bidder shall state the California Contractor's License
' number of such bidder so bidding, as no bid will be accepted from
a Contractor who has not been licensed in accordance with the
' provisions of the laws of the State of California relating to the
licensing of Contractors.
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notice is hereby given and published by order of the
City Council of the City of San Juan Capistrano, and is dated
this 8th day of JuIy 1981
ro.,�z§�
CITY CLFRK
CITY OF SAN JUAN CAPISTRANO
ORANGE COUNTY, CALIFORNIA
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APPROVAL OF PLANS AND SPECIFICATIONS AND AUTHORIZATION
TO CALL FOR BIDS - PUBLIC WORKS YARD MODIFICATIONS
8) Written Counications:
�mm
4) (1 Report dated July 7, 1981, from the Director of Public
Works.
Approval:
t was moved by Councilman Hausdorfer, seconded by Council-
man Friess and unanimously carried to approve the plans and
specifications and authorize a call for bids for the con-
struction of the vehicle storage yard, interior office and
storage area improvements; an expenditure of approximately
$45,000 was authorized.
0 0
AGENDA ITEM July 7, 1981
TO: Stephen B. Julian, City Manager
FROM: W. D. Murphy, Director of Public Works
SUBJECT: Approval of Plans and Specifications and Authorization
To Call for Bids, Public Works Vehicle Storage Shed
Interior Modifications
SITUATION
On May 5, 1981, the City Council awarded a construction contract
to Roland Olsen, General Contractor, calling, in part, for the
exterior and floor modifications to portions of the existing
vehicle storage buildings. The work so covered will result in
a closed -in building with exterior doors, windows and a concrete
floor. However, before this space can be utilized for office
and storage areas in accordance with the original authorization,
it will be necessary to provide modifications and additions to
the building interior. This work will be done upon completion
of the existing Olsen contract. Work will consist largely of
providing walls and partitions, plumbing, electrical, heating,
air-conditioning, public counters, suspended ceilings, insulation,
and similar items of interior work, in accordance with the Plans
and Specifications, which have been prepared.
FINANCIAL CONSIDERATIONS
The fiscal year, 1980-81 budget, contained the sum of $200,000
to cover the work contained in the Olsen contract, the work
described herein, and rework of the City Yard area. Of this
sum, approximately $70,000 is not committed, and was rebudgeted
into the 1981-82 budget. It is estimated that the work described
herein will cost approximately $45,000.
ALTERNATE ACTIONS
1. Approve the plans and specifications and authorize staff to
call for bids in construction.
2. Do not approve the plans and specifications.
3. Request further information from staff.
FOP CITY U UNOL AGENT ..
'LjL
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Approval of Plans and Specifications and
Authorization To Call for Bids, Public Works
Vehicle Storage Shed Interior Modifications
July 7, 1981
Page 2
RECOMMENDATION
By motion, approve the plans and specifications and authorize staff
to advertise for bids for the construction of the vehicle storage
shed modifications and additions.
Respectfully sumbitted,
L, .6. G1�,� Q""(
W. D. Murp
WDM:NSC/nep
AMWEST SURETY INSURANCE CO.
6301 Owensmouth Avenue
Woodland Hills, Ca 91367 N2 15489
(213) 704-1111
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS, That AMWEST SURETY INSURANCE COMPANY, A CALIFORNIA
CORPORATION does hereby make, constitute and appoint
ANDY FAUST—P.C. FAUST—JOHN B. HILTON—J.F. HILTON—ARTYCE MCGUIRE—S.G. HEFLIN
JOANNE BURDETTE—ELAINE MOSS—TRACI ROTHWELL—JOYASHMORE—BEGAN D. JAMES
its true and lawful Attorney(s)-in-Fact, with full powerand authority for and on behalf of the companyas surety, to execute and
deliver and affix the seal of the company thereto if a seal is required, bonds, undertakings, recognizances or other written
obligations in the nature thereof, as follows:
CONTRACT, LICENSE, PERMIT, MISCELLANEOUS, COURT BONDS, TO $250,000.00
and to bind AMWEST SURETY INSURANCE COMPANY thereby, and all of the acts of said Attorneys -in Fact, pursuant to
these presents, are hereby ratified and confirmed. This appointment is made under and by authority of the following provi
cions of the By Laws of the company, which are now in full force and effect:
Article 111, Section 7 of the By -Laws of AMWEST SURETY INSURANCE COMPANY
This Power of Attorney is signed and sealed by facsimile under and by the authority of the following resolutions adop-
ted by the board of directors of AMWEST SURETY INSURANCE COMPANY at a meeting duly held on December 15, 1975.
RESOLVED that the president or any vice president, in conjunction with the secretary or any assistant secre-
tary, may appoint attorneys -in tact or agents with authority as defined or limited in the instrument evidencing the
appointment in each case, for and on behalf of the company to execute and deliver and affix the seal of the com-
pany to bonds, undertakings,,recognizances, and suretyship obligations of all kinds; and said officers may remove
any such attorney-in-factor agent and revoke any power of attorney previously granted to such person.
RESOLVED FURTHER that any bond, undertaking, recognizance, or suretyship obligation shall be valid
and binding upon the company
(i) when signed by the president or any vice president and attested and sealed (if a seal be required) by any
secretary or assistant secretary; or
00 when signed by the president or any vice president or secretary or assistant secretary, and countersigned
and sealed (if a seal be required) by a duly authorized attorney -in fact or agent; or
(iii) when duly executed and sealed (if a seal be required) by one or more attorneys -in -tact or agents pur-
suant to and within the limits of the authority evidenced by the power of attorney issued by the company to such
person or persons.
RESOLVED FURTHER that the signature of any authorized officer and the seal of the company may be
affixed by facsimile to any power of attorney or certification thereof authorizing the execution and delivery of
any bond, undertaking, recognizance, or other suretyship obligations of the company; and such signature and seal
when so used shall have the same force and effect as though manually affixed.
IN WITNESS WHEREOF, AMWEST SURETY INSURANCE COMPANY has caused these presents to be signed by its
proper officer, and its corporate seal to be hereunto affixed this 1st day of May 19 81 .
SURETY INSURANCE COMPANY
ooeroggrf
0
STATE OF CALIFORNIA, COUNTY OF LOS ANGELES — ss V
On this lstday of May A.D., 1`& , personally came before me Richard H. Savage
and Marge Schneider to me known to be the Individuals and officers of AMWEST SURETY INSURANCE COM.
PANY,CALIFORNIA who executed the above instrument, and they each acknowledged the execution of the some, and being
by me duty sworn, did severally depose and say: that they are the said officers of the corporation aforesaid, and that the seal
affixed to the above instrument is the seal of the corporation, and that said corporate seal and their signatures as such officers
were duly affixed and subscribed to the said instrument by the authority of the board of directors of said corporation.
r•r•••••rr•••••••rr•••••a1
/ OFFICIAL SEAL 1
JANICE DRUEZ
NOTARY PUBLIC CALIFORNIA (SEAL)
PRINCIPAL OFFICE IN 1
LOS ANGELES COUNTY 1 Notary Public
Mr Commission EFD_ Ian 6, 1981 1
Lrr••rrr••r••r••.•r•rr••J
STATE OF CALIFORNIA, COUNTY OF LOS ANGELES — ss
CERTIFICATE
I, the undersigned, secretary of the AMWEST SURETY INSURANCE COMPANY , a California corporation,
DO HEREBY CERTIFY that the foregoing and attached Power of Attorney remains in full force and has not been revoked
and furthermore, that the provisions of the By -Laws of the company and the Resolutions of the board of directors set forth
in the Power of Attorney, are now in force.
Signed and sealed at Glendale, CA this 10th day of Pr 1981
FE,Y INSUggh
LVJL�! (Lim
AW—Z =� PGOPPOggt'a
_._ Secretary
hqr 1 19t}
I
1. Work to be Done
The work to be done
equipment building
specifications.
SPECIAL PROVISIONS
consists of interior modifications of existing
as shown on the plans and defined in the
' 2. Standard Specifications
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The contractor shall perform his work in accordance with the
Standard Specifications for Public Works Construction, 1979
edition, herein after referred to as the Standard Specifications;
The Uniform Building Code, 1979 edition, as modified and adopted
by the City of San Juan Capistrano, hereinafter referred to as
the Building Code; the Uniform Electrical Code, 1978 edition
as modified and adopted by the City of San Juan Capistrano,
hereinafter referred to as the Electrical Code; The Uniform
Mechanical Code 1979 edition, as modified and adopted by the
City of San Juan Capistrano, hereinafter referred to as the
Mechanical Code; and the Uniform Plumbing Code, 1979 edition,
as modified and adopted by the City•of San Juan Capistrano,
hereinafter referred to as the Plumbing Code. The contractor
shall maintain a copy of these books on the job site at all
times.
The provisions of the Standard Specifications shall be modified
as indicated below:
Change 1: "Section 2-4 - Contract Bonds"
The "Payment Bond" (Material and Labor Bond) shall be
in the amount of 100 percent of the contract price.
The "Faithful Performance Bond" of 100 percent shall
be held as assurance of guaranteed performance for a
period of one year after acceptance of the improvements
by the City Council.
Change 2: "Liability Insurance"
The amounts and provisions of insurance are modified to
be:
Bodily Injury
Bodily Injury
Bodily Injury
Property Damage
Property Damage
Property Damage
Property Damage
Property Damage
$ 500,000 each person
1,000,000 each accident
1,000,000 aggregate products
500,000 each accident
500,000 aggregate operations
500,000 aggregate protection
500,000 aggregate products
500,000 aggregate contractual
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The contractor shall likewise obtain public liability and
' property damage insurance to cover vehicles, used or
maintained by him, whether on or off the premises, with
liability limits of not less than $500,000 for any one
' person, and $500,000 for any one accident, and property
damage of $500,000. The contractor shall provide evidence
that adequate Workmens Compensation Insurance is in full
' force and effect. The insurance amounts set forth herein
are the minimum amounts required by the City. Other agencies
with which the contractor may be involved in the accomplishment
of the work, may require greater amounts. The City will not
recognize any claim for additional compensation because of
the requirement for greater amounts of insurance, as an
element to be considered by the contractor in determining
his bid.
3. Terms Defined
' Whenever in the said Standard Specifications the following terms
are used, it is hereby provided that the following City
Departments or persons, shall be intended:
' AGENCY shall mean City of San Juan Capistrano
wherever appropriate.
BOARD shall mean the City Council of the City
of San Juan Capistrano
' ENGINEER shall mean the City Engineer or other person(s)
designated by same.
4. Insurance and Overhead Costs
The contractor shall receive no direct compensation for insurance
' and overhead (move -in costs for example) costs. Accordingly, these
costs should be prorated to the appropriate bid items.
' S. Protection of Existing Utilities
The Engineer has endeavored to show all existing utilities. The
contractor must, however, take all due precautionary measures to
' protect all of the existing utilities.
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SPECIAL PROVISION OF ITEMS OF
WORK AND METHOD OF PAYMENT
Bid Items
BID ITEM 1 - Furnish and Install Electrical Wiring and
Fixtures
The work for this bid item shall be done in accordance with the
electrical code, and as indicated on the drawings. All work
shall be done for a complete wiring to and connection of
electrical equipment, including appliances, air conditioning
equipment, exhaust fans, pull boxes, outlet boxes, switches,
etc.. All work shall be done so that there is a complete,
totally operable system ready for use.
Payment - The lump sum bid shall include all labor, materials,
tools and equipment for the installation of all electrical wiring
and fixtures and no additional compensation shall be made.
BID ITEM 2 - Furnish and Install Air Conditioning and
Heating System
The work for this bid item shall be done in accordance with
the mechanical code, and as shown on the drawings. All work
shall be done for a complete installation of all the heating
and air conditioning system, including, duct work, duct
insulation, hangers, support, toilet room exhaust fans, temperature
controls, grilles, registers, diffusers, and accessories. All
work shall be done so that there is a complete, totally operable
system ready for use.
Payment - The lump sum bid shall include all labor, materials,
tools, and equipment for the installation of all air conditioning
and heating system and no additional compensation shall be made.
BID ITEP1 3 - Furnish and Install All Plumbing and Fixtures
The work for this Bid Item shall be done in accordance with the
plumbing code, and as shown on the drawings. All work shall be
done for a complete installation of all the plumbing and fixtures,
including, domestic water piping as shown, including connections
to fixtures and to existing water main, soil waste and vent
piping, including connections to fixtures and to existing sewer
main; fuel gas piping including connections to equipment,
plumbing fixtures, trim, accessories and connection, water
heater and its connection, and hot water piping insulation.
All work shall be done so that there is a complete, totally
operable systems ready for use.
Payment - The lump sum bid shall include all labor, materials,
tools, and equipment for the installation of all plumbing work
and no additional compensation shall be made.
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BID ITEM 4 - Install Unit Kitchen
The workmanship for this bid item shall consist of all
electrical and plumbing connecting for the installation of
the kitchen unit. All work shall be done in accordance with
'
all governing codes. The kitchen unit will be furnished by
the City.
Payment - The lump sum bid shall include all labor, materials,
'
tools and equipment for the installation of the kitchen unit
and no additional compensation shall be made.
'
BID ITEM 5 - Construction of Interior Stud Walls and Ceiling
The work for this bid item shall be done in accordance with the
'
Building Code, and as indicated on the drawings. At the
contractors option, and the engineer's approval, all walls and
partitions are to be constructed of metal or wood studs. The
ceilings shall have a minimum of R-19 insulation installed,
'
and the walls shall have a minimum of R-11 installed. The
lunch room and all offices shall have a suspended T -bar ceiling
with a finished ceiling height of 8.feet. The restroom shall
'
be constructed of a water resistant material and have a finished
ceiling height of 8 feet.
'
Payment - The lump sum bid shall include all labor, material, tools
and equipment for the installation of all the interior stud
walls, and ceiling, and no additional compensation shall be made.
'
BID ITEM 6 - Furnish and Install Interior Finish
'
The work for this bid item shall include the covering of all
walls and partitions with Gypsum wallboard covering. All interior
doors shall be 2868 hollow core paint grade, except as noted
on the drawings. The fire door shall be a 20 minute assembly.
'
All firewalls shall be constructed of 2" x 4" studs 16" O.C.
with 5/8" Type -X drywall on both sides. With engineer's approval,
metal studs may be used.
Payment - The lump sum bid shall include all labor, materials,
tools, and equipment for the interior finish and no additional
compensation shall be made.
BID ITEM 7 - Furnish and Install Cabinets and Other Furnishings
' The work for this bid item shall be done in accordance with
the drawings and as indicated in the specifications. The work
shall include, in the restroom, a floor to ceiling storage
' cabinet with shelves and doors. In the lunch room a partition
shall be built to separate the water heater from the kitchen
unit. The water heater shall be built on an 18 inch platform.
' Payment - The lump sum bid shall include all labor, material,
tools, and equipment for the furnishing and installation of all
cabinets and other furnishings, and no additional compensation
' shall be made.
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BID ITEM 8 - Furnish and Install Floor Coverings
The work for this bid item shall include the covering of all
offices with carpeting, as specified in Section 6-01 of these
specifications. The lunch room and restroom shall be covered
with floor tile, and conform to Section 5-01 of these
specifications. All floor coverings shall be approved by
engineer prior to procurement and installation.
Payment - The lump sum bid shall include all labor, material,
tools, and equipment for the furnishing and installation of
all floor coverings, and no additional compensation shall be
made.
_27-
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IDETAIL SPECIFICATIONS
11
INTERIOR MODIFICATIONS OF EXISTING EQUIPMENT BUILDING
11
Description
This section covers the design and construction of the interior
' modifications of the existing equipment building.
1-01 ROUGH CARPENTRY
' A. General
The work shall include the furnishing of all labor,
materials, equipment, tools, appliances, transportation,
and services required to perform and complete all the
rough carpentry work for the building as indicated on
' the drawings and as herein specified.
B. Work Included
-28-
The following is a list of the principal items of
work included in this section but shall not be
considered as a complete list:
'
1. Construction of interior stud walls and ceiling
as indicated on drawings.
'
C. Materials
1. Each piece of lumber and plywood used for
structural framing shall be graded and marked
'
in accordance with the grading rules of the
Western Wood Products Association. All lumber
'
to be douglas fir. Grades shall be as indicated
on the contract drawings. All lumber shall be
S4S unless noted otherwise. At contractors option
and the engineer's approval , metal studs may be
'
used in place of wood.
2. All framing lumber to be kiln dried.
-28-
D. WORKMANSHIP
1. Members shall be accurately cut and fitted, and
solidly fastened together to produce plumb,
level, and rigid construction. Splicing of
framing members between supports is prohibited
unless specifically so detailed or directed.
Faces of all framing members shall be installed
iin true even planes. Set horizontal and inclined
' members with crown edge up. Do not cut, notch or
bore structural members without specific approval.
Reinforce cut members as directed. Bolt, nail
and spike in a thorough manner with not less than
' the sizes and quantities indicated or specified.
Structural members shall provide full contact at
all bearing surfaces.
' 2. Except as otherwise shown, nailing schedule shall
conform to Building Code. Nails shall not be
' driven closer together than one-half their length
unless driven in bored holes.
' 3. The framing requirements stated herein are
' minimum. Where drawing requirements exceed the
specification requirements, the drawings shall
' govern.
4. Bolts, nuts, washers, straps, dowels, lag screws,
etc., shall be of sizes as indicated and/or
required.
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5. 5/84diameter and larger boltsocluding carriage
bolts and anchor bolts called out in details
shall have, unless otherwise noted, cut washer
or structural steel member under head and/or nut.
Holes for bolts bored 1/32" to 1/16" larger than
diameter of bolts.
6. Where indicated, lag screws, screwed, not driven,
into place. Cut washer or structural steel
member for lag screws bearing on wood. Bore
hole same diameter and depth as shank in placing
lag screw. Holes for threaded portion of screws
bored with bit not larger than base of thread.
7. Bolts, lag screws, etc., shall be turned up tight
at time of installation; again, at completion. of
work.
S. Use common wire nails or spikes where lumber or
timber is indicated, specified or required to be
nailed or spiked. Nail penetration into second
or farther piece of wood not less than one-half
length, provided 16d nails may be used to connect
pieces of 2" net thictiness.
9. Drive nails no closer than cne-half their length;
at edge of timber one-quarter their length.
Bore holes for nails or spikes where necessary
to prevent splitting. Diameter of hole shall be
bored smaller than diameter of nail or spike.
10. Framing devices shall be of galvanized metal,
16 guage or thicker, as manufactured by the Teco
Corporation, Simpson Co., Arch Rib Corporation,
Holmes, or an approved equal.
QcY�
'
11.
All extoor exposed connections tee galvanized.
'
This is to include bolts, nuts, washers, lag
screws, nails, straps, plates, screws and all
'
pieces of metal subject to corrosion.
12.
Walls and partitions shall be formed of sized
1
studs, sizes and spacing as noted; single plate
'
at bottom, beam and/or double plates at top,
studding spiked as indicated. Studs, except
'
where otherwise indicated, doubled at door and
window openings, tripled at corners. Studs full
length. Top plates nailed together as indicated.
'
Splices in upper and lower plates at the top of
stud walls shall be staggered at least 4' 0".
'
Corners and intersections shall be halved.
13.
Door and window lintels shall be solid members
'
as indicated. Fire stops of 2" by width of
studs not to exceed 8' spacing and at lire of
ceiling and furring.
'
14.
Purr at points indicated or required to conceal
piping, structural metal work or other unfinished
'
work. 2" (nominal thickness) studs of required
widths or other members as required or directed.
'
Fire stops at ceiling using 2" thick material.
'
15.
Remove all wood, including form lumber, scrap
lumber, shavings and sawdust, in contact with
'
ground. Leave no wood buried in any fill or
backfill.
'
16.
Verify all dimensions shown on drawings by taking
'
field measurements; proper fit and attachment
=31-
'
of all arts is required. Beforsommencing
'
work, check all lines and levels indicated and
such other work as has been completed. Should
tthere
be any discrepancies, immediately report
in writing to the Engineer for correction or
'
adjustment. In event of failure to do so, the
'
Contractor shall be responsible for correction.
of any errors.
'
17. Coordinate work with other trades (Electrical,
Mechanical, Plumbing, etc.) and do all cutting
and patching required to accommodate their work.
'
Protect other work adjacent to this work.
E. CLEAN-UP
'
Upon completion of the work hereinbefore specified,
all surplus and waste materials resulting from the
operations, including disused implements of service
employed therein, shall be removed from the premises,
and the entire structure and involved portions of the
'
site, insofar as the work of this section is concerned
shall be left in a neat, clean, and acceptable condition
'
as approved by the Engineer.
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2-,01 FINISH CARPENTRY
A. General
The work shall include the furnishing of all labor,
materials, equipment tools, appliances, transportation,
and services required to perform and complete
all the finish carpentry work for the building as
indicated on the drawings and as herein specified.
B. Work Included
The following is a list of the principal items of work
included in this Section but shall not be considered
as a complete list:
1. Installation of new millwork items including doors
and frames, flooring, trim, and other items,
as indicated on the drawings.
C. Materials
1. All lumber incorporated in the permanent work shall
comply with the grading requirements of the
association recognized as covering the species
and shall bear the grade and trademark of the
grading agency under whose grading rules it was
produced.
2. Lumber shall be of douglas fir unless noted other-
wise, grade B or better, kiln dried.
3. Solid core doors shall be of five-ply construction
with cross banding and solid core in accordance
with Commercial Standard CS -171, Premium Grade Type
I (fully waterproof bond) 1-3/4" thick.
4. Hollow core doors shall conform to CS -171.
5. Each door shall be grade marked by stamp, brand,
or label. Name of door manufacturer shall be
stamped on door.
-33-
' -34-
D. Workmanship Standards
t1.
Store millwork in dry, ventilated, covered location.
Do not deliver to job until all "wet work" is
'
completed and cured.
2. Provide trim in single lengths where possible.
Make allowance for scribing and cutting on job.
'
Make joints with concealed nails, screws, etc.
No joints are permitted in vertical trim. Cope
or miter corners. Scribe, miter and join accurately
'
and neatly. Use waterproof glue for all gluing.
3. Exposed surfaces shall be machine sanded to an
even, smooth surface, ready for finish, scribing,
'
mitering, or jointing shall be done accurately and
neatly. Nail heads shall be set to receive putty.
4. Millwork, doors, and jambs shall be manufactured,
stored, and installed in accordance with W.I.C.
requirements for a "Custom" grade job.
'
5. Where existing millwork items such as base, door
frames, sills, window sash or other such items are
to be repaired, replace, or extended, new millwork
'
shall be installed in accordance with the best
practice of the trade to perfectly match existing.
'
E. Clean -Up
Upon completion of the work hereinbefore specified, all
surplus and waste materials resulting from the operations,
'
including disused implements of service employed therein,
shall be removed from the premises, and the entire structure
'
and involved portions of the site, insofar as the work of
this Section is concerned shall be left in a neat, clean
and acceptable conditions as approved by the Engineer.
' -34-
'
3-01 HAOARE •
BUILDER'S
harmonize hardware to
'
A. GENM%L
shall with as material
The work shall include the furnishing of
all labor,
tmaterials,
equipment, tools, appliances,
transport-
ation, and services required to install
and complete
'
all builders hardware in the building as
indicated
'
on the drawings and as herein specified.
feet wide or less. All doors shall have
B. WORK INCLUDED
minimum 4-1/2 inch height hinges. Hinge
'
The following is a list o£ the principal
items of
work included in this Section but shall
not be
'
considered as a complete list:
Strikes for all types of locks and latches
'
1. Door and door opening hardware
shall conform to ANSI A115 except for exist-
'
ing door frames. Lock cylinders shall have
'
2. Locks and latches
less
'
3. !gall and floor bumpers
not than six pins and shall have key
C. MATERIALS
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1. Fastenings shall be of suitable size and type
harmonize hardware to
and
shall with as material
and
finish'.
2. Door
and Poor Opening Trim:
a.
Provide three butt hinges per door - Type
T2107 usp butt hinge for interior doors 3
'
feet wide or less. All doors shall have
minimum 4-1/2 inch height hinges. Hinge
leaves shall be sufficiently wide to allow
all doors to swing clear of door frame trim.
b.
Strikes for all types of locks and latches
'
shall conform to ANSI A115 except for exist-
ing door frames. Lock cylinders shall have
'
less
not than six pins and shall have key
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set symbol stamped thereon in a concealed
location. Locks shall be as indicated in
the hardware schedule.
C. Wall and floor bumpers shall be provided
wherever an opened door or any item of hardware
thereon would strike a wall, column, or other part
of building construction.
d. Hardware for fire doors shall conform to Underwriters
Laboratories Inc. requirements for labeled fire door
hardware and shall bear Underwriters label.
e. Two keys shall be provided for each lock installed.
Keying shall be as directed by the Engineer.
3. Hardware Schedule
a. Locksets shall be Best 5K6A5-US26D L/C
Office: Best 57KON5-US26D ,passage latch
Bathrooms: Best 57KOL5-US26D passage latch
b. Door closers shall be surface mounted, adjustable,
spring power bronze finish.
C. Hinges shall be full mortice, heavy weight, butt
type removable pins - bronze finish.
d. Folding door at reception counter - knobs shall be
wood, 1" diameter, paired.
C. Workmanship
1. Where modifications are required by reason of construction
or unanticipated existing conditions, such modification
shall be submitted to the engineer in writing for his
approval. Field verifications of measurements shall be
the responsibility of the contractor.
2. Unless otherwise approved, all hardware items shall be
the product of a single manufacturer.
3. Hardware items shall be carefully fitted and securely
attached in accordance with best trade practice.
4. Hardware shall be installed at standard commercial heights.
-36-
D. Clean -Up
'
Upon completion of the work hereinbefore
specified, all
surplus and waste materials resulting from
the operations,
including disused implements of service
employed therein,
'
shall be removed from the premises, and
the entire structure
and involved portions of the site, insofar
as the work of
this Section is concerned shall be left
in a neat, clean, and
'
acceptable condition as approved by the
Engineer.
1
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'
-37-
' 4-01 INSULATION •
' A. GENERAL
The work shall include the furnishing of all labor,
materials, equipment, tools, appliances, transport-
ation, and services required to perform and complete
all the insulation work for the building as indicated
' on the drawings and as herein specified.
B. WORK INCLUDED
' The following is a list of the principal items of
work included in this Section but shall not be
considered as a complete list:
' 1. Installation of insulation in walls and ceilings
as indicated on the drawings.
' C. MATERIALS
1. Manufacturers of the materials shall have pro-
' duced the specific products for a minimum
period of five years.
2. Applicators shall have installations of the
' specified materials in the local area in use
for a minimum period of five years.
3. Insulation shall be fiberglass batts or blankets.
4. Sheeting shall be 3 mil black polyethylene.
' S. Contractor shall submit to the Engineer
' as required by the Engineer, and obtain approval
before starting the work:
' a. Samples of each material in size and quantity
as directed. Each sample shall be labeled
• with manufacturer's name, product name,
location for use,. thermal resistance R value,
1
-38-
ii
tapp Wable ASTM designation orf other
approved reference agencies. Omples of
' all fasteners. Batt type insulation shall
' have a minimum R value of 19 in the ceilings; and
a minimum R-valpe of 11 in the walls. ,
' b. Manufacturer's technical specifications for
each type of insulation submitted for approval.
C. Tests and reports on the materials submitted,
' as made and reported by an approved testing
' agency.
d. Shop drawings of all details for each type
' of application.
e. Certificates of compliances from manufact-
urers signed by their respective authorized
' representatives (not the suppliers) which
shall certify that each product submitted
' for approval complies with the requirements
of the specifications, and the manufacturer.
' f. Manufacturer's and applicator's lists of
local locations, of installations, of the
products specified, dates and quantity of
' each installation, names and addresses of
Architect and Owners of each building where
installations have been made, and Owner's
addresses.
' t5; WORKMANSHIP
' 1. :Materials shall be packaged, and properly pro-
tected during delivery to the site. Delivered
' materials shall be kept in safe dry storage at
-39- .
'
temper4ures above 50 degrees anWlow temper-
atures that may affect composition of the
'
materials. Materials shall be labeled for
ready identification. Labels shall include
name of manufacturer, name, catalog number of
'
material, and R value.
2.
Installation shall be according to manufact-
urer's instructions and the best practice of
the trade.
3.
Installation shall not start until the construct-
ion has progressed to the point that weather
conditions and remaining construction operation
'
will not damage or wet the insulation material.
4.
Exercise extreme care where an integral vapor
barrier is specified to maintain the vapor
barrier continuous over the entire surfaces.
'
Repair
and patch all tears in the vapor barrier.
'
Fully insulate all small areas between closely
spaced framing members.
Batts, Blankets, and Reflective Insulation -
Where pipes, conduits, etc., are located in
spaces to receive insulation, place insulation
between outer wall (outer surface of space) -and
the pipes, compressing the insulation slightly
' if necessary.
6. Each stud space to receive insulation shall be
' lined with polyethylene sheeting. Fastened to
the face of studs. Sheeting is intended to protect
' insulation from leakage of water through siding
-40-
L
I
E
and shaP be installed intact in At a manner
as to accomplish that result.
% Provide extra insulation around pipes when plumb-
ing occurs in exterior walls.
8. Cut, fit, and overlap insulation and vapor barrier
material around boxes, cabinets, and projections.
9. End match neatly so that all ends fit snugly or
overlap, so that no voids occur.
10. At wood studs, securely fasten flanges of insul-
ation to sides of studs, continuously tight
against framing members, with staples or nails
approximately 6 inches on center.
11. At ceiling wood joists, securely fasten flanges
of insulation to sides of joists, continuously
tight against framing members with staples or
nails, approximately 6 inches on center.
12. Do not fasten flanges of insulation to exposed
face of framing members.
E. SUBMITTALS
Provide submittals of manufacturer's literature and
data for installation and R value data for all
insulation.
F, CLEAN-UP
Upon completion of the work hereinbefore specified,
all surplus and waste materials resulting from the
operations, including disused implements of service
employed therein, shall be removed from the premises,
-41-
1 and the entire structure and involved potions of the
1 site, insofar as the work of this Section is concerned !
l
shall be left in a neat, clean and acceptable condition
1 as approved by the Engineer.
1 �-
6-
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1 -42-
5-01
RESILIENT TILE
j
17,
k.-
A,
GENERAL
'
The work shall include the furnishing of all labor,
(( f
materials, equipment, tools, appliances, transport-
I
ation, and services required to perform and complete
!
all resilient tile installation for the building as
j
I
'indicated
on the drawings and as herein specified.
(
B.
WORK INCLUDED
j
The following is a list of the principal items of
'
work included but shall not be considered as a
f
complete list:
'
1. Preparation of subfloors to receive the install-
ation.
'
tile.
(
2. Installation of resilient
C.
MATERIALS
( t
1. Resilient tile shall be vinyl, 1/8" thickness,
12" x 12" squares. Color to be specified by
(
Engineer. Manufacturer subject to approval by
tnn
'
Engineer. At contractor's option and Fngineer's approval,
tile may be sheets or rolls, instead of squares.
2. Adhesive, crack filler, and underlayment shall
'
be as recommended by manufacturer.
3. Wax shall be non -slip water emulsion type as
'
(�
recommended by tile manufacturer.
�^ j
'
D.
WORKMANSHIP
All workmanship shall be in accordance with the best
practice of the trade. Procedures shall follow the
manufacturer's latest printed instructions.
'
1. Remove any existing resilient flooring and
'
condition subfloors to provide smooth, clean,
-43
Contin*s surfaces. Use under laVnt where
required to provide level surfaces ready to
receive tile. Fill holes and cracks in sub-
floors with crack filler. Remove grease, dirt,
loose particles, and other foreign matter that
would prevent adhesion. Then, rinse subfloors
and allow to dry thoroughly before applying
adhesive.
2.' Lay design symmetrical about center lines of
rooms. Joints shall be tight, as inconspicuous
as possible, and in true alignment. Cut tile
to fit snugly at pipes and other fixed vertical
surfaces. Seal joints at pipes with adhesive.
Remove spots or smears of adhesive immediately.
Make entire surfaces of finished tile floors
smooth, straight, and free from bleeding adhesive,
buckles, waves, or projecting tile edges upon
completion. Remove any surface film on back of
base due to mold release agents as recommended by
base manufacturer, before applying base adhesive.
3. At door openings where tile adjoins flooring of
different kind, make jointing directly under
center of door.
4. Exercise care to avoid applying excessive quantity
of adhesive to subfloors. Bleeding of adhesive
on finished floors is considered cause for re-
jection, resulting in removal of tiling and
excess adhesive and relaying tile at Contractor's
expense.
-44-
t5. Maintain aemperature of not less On 70 degrees
' F. in spaces where tile is to be installed for at
least (48) hours before, during and after the f
' laying of tiles. Bring tile into such spaces-
' and allow it to condition at not less than 70
degrees F. at least (48) hours before installing..
i
' 6. Upon completion, clean vinyl tile and apply coat
of non -slip water emulsion wax approved in writing
E
by the manufacturer, and buff to a high finish.y
' Rub premolded base to a glossy finish. s
7. Keep traffic off finished floors for (3) days.,.
Protect floors with Kraft paper or similar
covering.
E. SUBMITTALS �.
Submit samples to Engineer for approval of colors.,
' size and patterns of floor the and base.
F: CLEAN-UP j E
Upon completion of the work hereinbefore specified, +
i
all surplus and waste materials resulting from the
operations, including disused implements .of service
employed therein, shall be removed from the premises, `
t and the entire structure and involved portions of {'
the site, insofar as the work of this section is con-
cerned shall be left in a neat, clean, and acceptable r_
condition as approved by the Engineer. La ti
' Fl
t —45— '
'i
'
• •
6-01
- CARPET
'
A.
GENERAL
The work shall include the furnishing of all labor,
'
materials, equipment, tools, appliances, transport-
ation, and services required to complete all the
carpet work for the building as indicated on the
'
drawings and as herein specified:
B.
WORK INCLUDED
'
The following is a list of the principal items of
work included but shall not be considered as a
'
complete list.
1. Furnish and install carpet as specified and approved by the
'
Engineer.
2. Furnish and install all pads, tackless strips,
and items necessary to complete.
3. Clean floors by mopping prior to installation.
'
4. Coordinate work with flooring repair as performed
'
under "Finish Carpentry".
C.
MATERIALS
Materials to be incorporated in the work of this
Section shall conform to the requirements of the
'
following specifications. The materials shall be
best quality new stock, delivered to the site in
'
sealed packages with brand and name of manufacturer
'
marked thereon.
No "seconds" or remnants will be acceptable.
'
1. Carpet shall be Armstrong "Passport" Style
#713-230 "Adobe" color, or approved equal.
Specifications follows:
are as
'
Construction: One -level loop
Fiber: 100°% Acrylic
'
-46-
OPly: 2.65/3 •.w
Yarn Size
'
Machine Gauge: 1/8" (216 pitch)
f
Stitches per inch: 9,3
'
Pile Weight: 42 oz. per sq. yd.�I
Finished Pile Height: 9/32" (.281")
Coloration: Stock -dyed'
'Backings:
'
Primary Polypropylene
I
rSecondary
Woven jute
Total Weight: 83.3 oz. per sq. yd.
'
'
Width: 121
'
2.
The felt pad shall be not less than 50 oz. and
t
woven of jute and hair.``{{
'
"
'
D. WORINANSHIP
t
1.
The entire carpet installation shall be performed
W-`
'
based upon the highest standard for this trade.,.
'
Only skilled workmen shall install this material.
2.
The
3
weave of the carpet shall be laid square withY
'
the room, properly fastened with tackless strips.
y. ,
3.
Carpet seams shall be sewn using the thread and
'
method recommended by the carpet manufacturer.
4.
Carpet shall be laid with minimum damage to the
'
existing wood floor. A floor perparation shall
be approved by the Engineer.
'
S.
Cleaning shall be performed to the extent necessary`s
to leave subfloors thoroughly dry and clean.
E. SUBMITTALS`
1.
The Contractor shall submit samples, in trip-
licate, of the following materials to the Engineer
for approval of carpet, edge, strip and pads."k
1
-47-
�,a..
-48-
2. Samplesf carpet shall be labeled& state
color or shade, thickness, location in which
'
they are to be used, and manufacturer's name.
York shall not commence until samples have
been approved and all materials installed
'
shall conform -to approved samples.
F. GUARANTEE
Upon completion and acceptance of the work, the
'
Contractor shall furnish a written guarantee to the
Owner, on a form approved by the Engineer covering
'
the satisfactory repair and replacement of all work-
manship and materials that may prove defective within
a period of one (1) year from the date of completion.
'
G. CLEAN UP
Upon completion of the work hereinbefore specified,
'
all surplus and waste materials resulting from the
operations, including disused implements of service
'
employed therein, shall be removed from the premises
'
and the entire structure and involved portions of the
site, insofar as the work of this Section is concerned
'
shall be left in a neat, clean, and acceptable
condition as approved by the Engineer. Carpet shall
'
be vacuumed by the Contractor.
-48-
0 0
7-01 GYPSUM WALLBOARD
A. General
' The work shall include the furnishing of all labor, materials,
equipment, tools, appliances, transportation, and services
required to perform and complete all the gypsum drywall work
for the building as indicated on the drawings and as herein
specified.
B. Work Included
' The following is a list of the principal items of work
included under this Section, but shall not be considered
as a complete list:
1. Drywall on walls and ceilings as indicated on the
' drawings.
2. All required attachment devices.
' 3. Ceiling access panels in drywall ceilings where shown.
C. Materials
' 1. Gypsum wallboard for finish work shall be 5/8" thick,
conforming to ASTM C36-63. Use Type "X" board - board
' shall have tapered edges.
2. Water resistant board shall meet or exceed standards
of ASTM C-79 - edges tapered.
' 3. Corner reinforcement shall be USG Perforated A -bead, or
equal. Casings for all free edges of exposed gypsum board
' shall be US Gypsum No. 200A.
4. Provide all ceiling access panels as shown for drywall ceiling
areas, equal to Milcor DW 24" x 30".
D. Workmanship
' 1. Examine all surface to receive drywall before applying work
and notify architect of unsatisfactory conditions. Starting
work without notification shall be constructed as acceptance
' of surfaces.
2. Deliver all materials on job in original unopened containers
or bundles. Store in place protected from damage and
' exposure to elements.
3. Concealed electrical and heating work shall be properly
' installed, inspected, and approved before application
of gypsum wallboard.
' -49-
1 • •
1
4. The minimum standard to be met for the installation of all
1 gypsum wallboard shall be the standards printed March, 1973,
by the "Drywall Industry Trust Fund", 9800 South Sepulveda
Boulevard, Los Angeles, California 90045, and the
1 American Standard Specifications, printed January, 1972, by
the Gypsum Association.
5. Work shall conform to all local codes.
6. Workmanship shall be in accordance with the best practices
of the trade.
E. Clean -Up
Upon completion of the work hereinbefore specified, all surplus
and waste materials resulting from the operations, including
disused implements of service employed therein, shall be
removed from the premises, and the entire structure and
' involved portions of the site, insofar as the work of this
Section is concerned shall be left in a neat, clean, and
acceptable condition as approved by the Engineer.
1
1
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-.50-
1
8-01 •
PAINTING
'
A.
GENERAL
'
The Contractor shall furnish all labor, material and
equipment required to complete all painting and
'
finishing shown in the drawings, plans and specifi-
cations except surfaces specifically excepted.
'
B.
WORK INCLUDED
'
1. Preparation of surfaces to receive paint finishes,
including priming and back painting of any wood
'
finish, trim, frames, etc.
2. Painting of gypsum wallboard, and ceilings, wood-
work and metal work on exterior and interior of
R
building.
'
'
3. Protection of work against paint spatter or other
damage.
4. Sanding, puttying and other work necessary to
complete the painting.
'
S. Fill all cracks, voids, holes at trim, base, mill-
work, walls as required.
6. Painting as required to complete any separate
'
contract work. See notes on plans.
7. Finish paint over exposed shop primed surfaces
'
as noted on finish schedule and exterior elevations.
8. All exposed exterior metal surfaces except alum-
'
ilited aluminum materials.
C.
iMTERIALS
'
1. All paints, enamels, varnishes, etc., shall be
'
of the brand and quality specified and shall be
-51-
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1
1
1
1
1
2.
3.
4
delivered at the site of work in clean, unopened,
original containers and stored where designated.
Materials necessary to complete the painting and
finishing schedule as herein specified and listed by
material numbers and names, are standards for kind,
quality and function. Products from the following paint
manufacturers are approved for this work providing the
material meets the standards of quality specified under
the paint types as listed:
Benjamin Moore
National Lead (Dutch Boy)
Sherwin-Williams
Pittsburgh
Dunn -Edwards (California)
Sinclair Paints (California)
Paint types for interior walls shall be semi -gloss finish.
First coat: Pigmented wall primer and sealer or
latex primer
Second coat: Undercoat and finish coat mixed equal
parts
Third coat: Alkyd semi -gloss wall paint applied to
a uniform pattern
Wood, millwork, or trim to be painted (new and existing)
shall be as follows:
First coat: Primer undercoat
Second and Third coats: Semi -gloss alkyd type
satin enamel
-52-
0 0
'
D. WOR131ANSHIP
1.
Secure color schedule from the Engineer before
'
undercoating. Samples of colors selected and
finishes specified, shall be furnished to the
'
manufacturer for color -matching. Approval of
colors must be obtained from -the Engineer before
proceeding with the work. Unless specified other-
wise, all undercoats shall be tinted slightly to
approximate the finish color.
2.
All surfaces shall be prepared in a skillful
'
manner to produce finish work of first-class
appearance and durability.
3.
Repair all voids, nicks, cracks, dents, etc., with
suitable patching material and finish flush to
'
adjacent surface.
4.
All surfaces to receive paint finish shall be
1
cleaned free of all dust, dirt, oil, grease and
'
other foreign matter prior to the application of
the prime coat.
'
S.
Shop coats, on metal, which are damaged, parts
unpainted, or otherwise unprotected after install-
ation, shall be cleaned and said areas spot primed.
-53-
9
6.
Finish hardware shall have been fitted and
1
contact plates removed before painting.
,-
1
7.
Plates for electric switches and plugs shall
have been fitted and removed.
qq
1~
1
S.
All work shall be executed by skilled craftsmen,
experienced in their trade.
1
9.
Paints be
shall mixed and applied in strict
1
accordance with the manufacturer's printed
directions for his product.
1
10.
All materials shall be applied smoothly with
_)
proper film thickness, without runs, sags, skips
1
or any other defects. Enamels and varnishes
4f
1
shall be lightly sanded between coats, dusted
and wiped clean before recoating.
_
1
11.
All work shall be done under favorable weather
conditions or conditions suitable for the pro-
-
1
duction of first-class work.
(__M
12.
No exterior or interior painting shall be done
1
until surfaces to be painted are thoroughly
dry and cured.
1
13.
The painting contractor shall protect all sur-
faces and objects inside and outside of building,
grounds, lawns, shrubbery and adjacent properties
y_+
;
i
against damage. He shall also hold himself re-
1
sponsible for the orderly storage of materials,
r
1 '
removal of all combustible rags, empty containers,
etc., at the end of each day, taking every
1
possible precaution to prevent fire.
1I
-54-
1
��
E.
14. All work shall be subject to approv by the
Engineer and any work not complying with these
specifications shall be properly corrected.
CLEAN-UP
At work's completion, the Contractor shall remove
from the premises all surplus materials and debris
created by him; he shall remove all splatterings
and leave his patt of the work in a clean and
finished condition.
=55-
1
0
9-01 -
MISCELLANEOUS BUILDING SPECIALTIES
A.
GENERAL
'
The work shall include the furnishing of all labor,
materials, equipment, tools, appliances, transport-
ation, and services required to install and complete
building specialties as indicated on the drawings
and as herein specified.
'
B.
WORK INCLUDED
1. Metal toilet compartments and urinal screens
2. Compact kitchen unit and range hood
installation.
1
3.
Toilet accessories
TT
J.
I4.
Laminated wallcoverirg and counter
5. Ceramic tile alternate
j
6e Fire extinguisher and cabinets.
E
'"•
C.
MANUFACTURERS
'
'
Miscellaneous building specialties shall be products
of manufacturers regularly engaged in manufacturing
1
1
items of type specified.
D.
WORKMANSHIP
'
Install in conformance with manufacturer's directions,
in a neat and workmanlike manner. All work subject
to Engineers approval.
rj
E.
ITEMS
`y
'
1. Metal Toilet Compartments and Urinal Screens:
•
Toilet Compartments shall be the overhead braced,
flush, metal, baked enamel finish type, manufact-
by
ured a firm regularly engaged in the fabrication
'
of such units, constructed to the dimensions
-56-
'
shown • the contract drawings. •
a. The following firms manufacture compartments
that are acceptable to the Engineer:
'
Cutler Metal Products Company
Camden, New Jersey
'
Ferrometal Partitions Division, Milwaukee-
Ferrometal Stamping Corporation
'
Chicago, Illinois
Fiat Products Department, American Cyanamid
Company, Plainview, New York
'
Flush -Metal Partition Corporation
Long Island City, New York
'
Global Steel Products Corporation
Farmingdale, New York
'
Metpar Steel Products Corporation
Westbury, New York
Mills Metal Compartment Company, a Division
'
of the Mills Company, Cleveland, Ohio
Robart Partitions Company, Elkhart, Indiana
'
The Sanymetal Products Company, Inc.
Cleveland, Ohio
'
Henry Weis Manufacturing Company
'
Elkhart, Indiana
b. The urinal screen shall be a 24" x 481,,
'
wall hung unit matching the toilet compart-
ments in construction and finish.
'C.
Toilet
compartment partitions and pilasters
'
shall be made of not lighter than 20 gauge
furniture steel; the doors shall be made of
'
not lighter than 22 gauge furniture steel.
1 -57-
I
' The partitions and pilasters and doors shall
be made of 2 face plates with formed edges,
1
P
1
cemented under pressure to a dense, sound -
deadening, insulative core and joined by
welding the abutting edges at suitable
intervals. The edges shall be bound with
die -drawn moldings interlocked under tension.
The partitions and doors and the urinal
screen shall finish 1" thick; the pilasters
shall finish 1-1/4" thick. Metal finish on
the doors, rails, pilasters and panels shall
consist of sanding the steel, washing and
galvanizing it, bonderizing it and then baking
on 2 coats of a satisfactory enamel. The
compartments and the urinal screen shall be
finished in one of the compartment manufact-
urer's stock colors selected by the Engineer
The doors shall be hung on concealed gravity
hinges with the upper hinge mounted in a
recess in the edge of the door. Each door
shall be fitted with standard chromium
plated hardware consisting of a concealed
latch assembly and a rubber -tipped combin-
ation coat hcok and bumper. The coat hooks
shall be attached with theft -resistant screws.
d. The toilet compartments and the urinal screen
shall be installed in accordance with the
compartment manufacturer's directions. The
partitions and pilasters shall be erected in
a sturdy substantial manner, straight, true,
-58-
I
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1
1
I
I
plumb, level and fitted rigidly to the walls and floors.
Evidence of drilling, cutting and fitting shall be
concealed in the finished work. The doors shall not be
curved or warped out of a true vertical plane and the
hardware shall be in perfect working order. The hinges
shall be adjusted so that each door will remain exactly
2" ajar when the compartment is not in use. Finish
surfaces shall be clean and free of imperfections.
e. Shop drawings shall be provided.
f. A Certificate of Complaince shall be furnished by the
compartment manufacturer stating that the materials,
construction and finish of the toilet compartments and
the urinal screen conform to or exceed the applicable
requirements of this Section.
2. Compact Kitchen Unit and Range Hood
a. Unit kitchen includes the following appliances:
Two burner electric cooktop range, 7.2 cu, ft. capacity
(approx.) electric refrigerator, sink.
b. Unit installation shall be in conformance with all pertienent
codes and ordinances.
3. Toilet Accessories
a. Toilet tissue dispensers (3) - shall be Bobrick B6857 or
approved equal.
b. Seat cover dispensers (3) shall be Bobrick B-221 or
approved equal.
-59-
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1
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1
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1
C. Folding utility shelves (3) - shall be Bobrick B287 or
approved equal, if required.
d. Soap dispensers (3) - shall be B-25 or approved equal.
e. Mirror (2) - shall be Bobrick B-292-36-24 or approved
equal.
4. Laminated Wallcovering and Counter
Laminated wall covering shall be high pressure laminated
plastic (melamine) which meets or exceeds performance
standards set by National Electrical Manufacturers Association
(NEMA LD 3-1975) for Class 1 high pressure laminates as to
resistance to wear, burns, stains, moisture and water, and
dimensional change.
a. Material shall be textolite color No. 1689 or approved
equal.
b. Material shall be installed in accordance with manufacturer's
latest printed instructions for specified use and in
conformance with the best practice of the trade.
C. Laminated counter shall conform to W.I.C. Specifications
for a "custom" grade job.
cm
acceptable to the Engineer for this project:
' American Olean Tile Company
' Lansdale, Pennsylvania
International Pipe and Ceramics Corp.
' Parsippany, New Jersey
Pomona Tile Manufacturing Company
' Pomona, California
'
oe Alternate: •
5, Ceramic
'
Installation of ceramic the for the building
as an alternate to laminated plastic wallcover-
'
ing indicated on the drawings.
a. Ceramic tile shall conform to or exceed the
'
applicable requirements for Standard grade
'
the of United States Department of Commerce
'
Simplified Practice Recommendation 261 and
'
Federal Specification SS -T -308b, Tile,
Floor, Wall, and Trim Units, Ceramic. The
'
the shall be 4-1/4" x 1/4", glazed tile in
a standard size, glaze and nonpremium priced
'
color selected by the Engineer. 'Matching
'
covers, caps, quarter rounds or other items
shall be provided as required. The following
'
manufacturers make ceramic tile that is
acceptable to the Engineer for this project:
' American Olean Tile Company
' Lansdale, Pennsylvania
International Pipe and Ceramics Corp.
' Parsippany, New Jersey
Pomona Tile Manufacturing Company
' Pomona, California
'
Redondo Tile Company
Redondo Beach, California
'
The Cambridge Tile Manufacturing Company
Cincinnati, Ohio
'
The Mosaic Tile Company
Cleveland, Ohio
United
States Ceramic Tile Company
'
Canton, Ohio_
b. Portland cement shall conform to or exceed
Y
of Specifications for
the requirements
'
Portland Cement, ASTM C150.
well -graded sand,
C. Aggregate shall be clean,
to or exceeding the requirements
t,
1, ..
conforming
for Aggregate for Masonryof Specifications
F
Mortar, ASTM C144.
t' ri
'
conform to or exceed the applicable
d. Lime shall
Specifications for Special
requirements of
a Hydrated Lime, ASTM C206, or
Finishing
r :.
'
Specifications for Hydrated Lime for Masonry
purposes, ASTM C207, Type S.
Dry -set, thin -bed, porfland cement mortar
e.
exceed the requirements
shall conform to or
of Specification for Dry -Set Portland Cement
Mortar, ASA A118.1.
be clean and free of deleterious
f, Water shall
'
amounts of acids, alkalies, salts, oils or
organic substances.:
Grouting material for the ceramic the shall
g.
of the following products:
be equivalent to one
'
Crest Superwhite Grout, manufactured by
5
'
o Inc. Houston, Texas:
Kaiser Manufacturing,
La Habra White Grout, manufactured by
iLa
Habra Products, Inc., Anaheim, California
Snowite Tile Grout, manufactured by
'
Continental Chemical Products of
Los Angeles, Inc., Los Angeles, California.
Tile -Seal Grout, manufactured by Continental
'
Chemical Products of Los Angeles, Inc.
-62-
th. Befe commencing work, the ce 0 i tile
' applicator shall inspect the surfaces that
are scheduled to receive the tile and re-
1
-63-
port any defects in the surfaces to the
Contractor for repair.
'
i. The ceramic tile shall be installed over a
portland cement setting bed in accordance
'
with the applicable requirements of refer-
ence Specification ASA A108.1. However, at
the tile contractor's option and with the
'
Engineer's approval, the tile may be install-
ed using a thin -bed setting method in accord-
ance with the applicable requirements of
reference Specification ASA A108.5.
j. After the tiles are in place and the setting
'
beds are sufficiently firm, the tile and the
joints shall be thoroughly saturated and
washed out with clean .water. Then the point-
ing mortar shall be forced to the full depth
of the joints and be finished flush. Surplus
pointing mortar shall be removed from the
face of the tiles and the entire installation
'
shall be left clean.
k. The tile shall be protected against damage
'
and at completion, any permanently stained,
'
cracked, broken or imperfect pieces shall
be replaced. Mortar stains shall be care-
fully removed and, just prior to completion,
the installation shall be cleaned and be left
'
in an approved condition. Acid solution shall
1
-63-
'
Ceramic Tile
in Cement Mortars, ASA A108.1,
notbe used for washing the ceramic tile.
'
the American Standards Assoc-
Three neatly labeled samples of each color
iation, Inc.,
of tile shall be submitted to the Engineer
'
for approval before commencing work. Two
je
F••
sets of samples will be returned to the
Ceramic Tile
Contractor upon approval and one set will
'e
be retained by the Engineer for comparison
'
with the completed work.
F
F
'M.
At least 1/2 carton of each color of the_:
used on this job shall be delivered with
i
'
labels intact to the Owner for future re-
to the walls and floor.
1"
tpairs
n. A Master Grade Certificate bearing the
'
Certification Mark of the Tile Council of
IF
y_:
America, Inc., New York, and signed by the
m
manufacturer and the the contractor, and
•��,
stating the type and quantity of the
material shall be delivered to the Engineer
'
at least 2 weeks prior to the installation
�s
of the tile.
o. The ceramic tile work shall conform to or
'
'
exceed the applicable requirements of
Specifications for Installation of Glazed
'
Ceramic Tile
in Cement Mortars, ASA A108.1,
published by
the American Standards Assoc-
iation, Inc.,
New York, or American Stand -
and Specifications
for Installation of
Ceramic Tile
with Dry -Set Portland Cement
Mortar, ASA A108.5, published by the American
Standards Association, Inc., New York.
' =64-
6.
Fire Extinguishers and Cabinets (3 each):
a. Cabinets shall be J. L. Industries Clear -
Vu Mini Series Model 999, recessed
l^
return) with t
1) Slim -line 1-1/4" face trim of 4
finish stainless steel.
2) Clear acrylic convex bubble door with
V
stainless steel frame
b. Extinguishers shall be JL Industries "Cosmic j._..
E 2-1/211.j�
Quantities and placement shall be as approved
by the Engineer. l
3
w.. v
i
vi
i
H
-65-
1
11
' 10-01 -
PLUMBING
+ •
1.0
GENEiLAL
' 1.1
SCOPE
A. Work
Included: Furnish and install all materials,
'
equipment, and apparatus and furnish all labor,
•
tools
and equipment required to complete the work
of
this Section, including, but not limited to,
the
following items:
1.
Storage, uncrating, hoisting and setting
'
in place all equipment and material.
2.
Complete, totally operable systems ready
for use.
3.
Domestic water piping as shown including
connections to fixtures,•and to existing
water main.
4.
Soil waste and vent piping including connect-
ions to fixtures, and to existing sewer main.
'
S.
Fuel gas piping including connections to
equipment.
'
6.
Plumbing fixtures, trim, and accessories and
connection.
7.
Connection to equipment furnished by others.
8.
Water heater
9.
Hot water piping insulation
10.
Testing
B. Related Work under other Sections: Consult other
Sections,
with particular attention to listed items,
to
determine extent and character of related work.
1.
Electrical wiring, and conduit (Electrical
'
Section)
-66-
1
I • •
' 2. Painting (Painting Section)
' 3. Cutting and patching (General Section)
ting and air conditioning
4. Heating, ventila
' (Heating, Ventilating and Air Conditioning
' Section)
1.2 SURVEY OF SITE his bid nn the
A. The Contractor, before submitting
work, must visit the site and familiarize himself
' with all visible existing conditions. As a result
of having visited the premises, the Contractor
' shall be responsible for the installation of the
'
isting cond-
work as it relates to such visible ex
itions. The submission of a bid will be considered
' an acknowledgment on the part of the bidder of his
visitation to the site.
' 1.3 CODES, REGULATIONS AND ORDINANCES
A. The work shall be in accordance with the governing
' State and Local Ordinances, Codes and Regulations,
all of which are hereby made apart of these speci-
£ications. However, when these specifications and/
' or drawings call for or describe materials, work-
manship or construction of a better quality, higher
' standard, or larger size than is required by the
above mentioned rules and regulations, the pro-
visions of these specifications and/or drawings
shall take precedence over the requirements of the
said rules and regulations.
1.4 UTILITIES
' A. Sewer: Connect sewer to on-site sewer main.
-67-
' B. {Vater: annect to on-site water A.
' C. Gas: Connect to on-site gas main.
1.5 PERMITS AND INSPECTIONS
' A. Unless otherwise distinctly hereinafter specified,
f , the Contractor shall apply and pay for all neces$-
! ary permits, fees and inspections required by any
public authority having jurisdiction.
1.6 DISCREPANCIES
A. The drawings and specifications are intended to
cooperate. Any materials, equipment, or systems
' related to this Section and exhibited on the
' Drawings but not mentioned in the Specifications,
and vice versa, are to be executed to the intent
' and meaning thereof, as if it were both mentioned
in the Specifications and set forth on the Drawings.
' B. In case of differences between the Drawings and
Specifications, the Specifications shall govern
first, and then the Drawings. Large scale details
' shall take precedence over smaller scale Drawings
as to shape and details of construction. Specifi-
cations shall govern as to materials.
C. Drawings and Specifications are intended to be
' fully cooperative and to agree, but should any
' discrepancy or apparent difference occur between
Drawings and Specifications, between drawings,
' between descriptive material and manufacturers
number, or should error occur in the work of others
-68-
P
u
a0ecting the work, the Contotors shall C.
' notify the Engineer at once. If the
Contractor proceeds with the work without
' instructions from the Engineer, he shall
make good any resultant damage or defect.
All misunderstandings of Drawings and 1
' Specifications shall be clarified by the
Engineer at no additional cost to the Owner. .
' 1.7 WORKMANSHIP AND MATERIALS
Iti
A. Workmanship shall be of the best quality and
none but competent mechanics skilled in their
trades shall be employed. The Contractor shall
' furnish the services of an experienced super-`
' intendent, who will be constantly in charge of
the erection of the work, until completed and
'
accepted.
B. Unless otherwise hereinafter specified, all
materials and equipment under this Division of
f
the Specifications shall be new, of best grade
(+
and as listed in printed catalogs of the manu-
f:.
facturer. Each article of its kind shall be the
k
standard product of a single manufacturer.
'
C. Whenever the words "or equal", "equivalent equip-
ment", "acceptable", or other words of similar
'
intent
_
or meaning are used, implying that judg-
ment is to be exercised, it is understood that
it is the judgment of the Engineer that is re-
ferred to.
(t"'
D. The Engineer shall have the right to accept or
r
reject material,
equipment and/or workmanship and
-69-
I
'
determ0 when the Contractor has Omplied with
the requirements herein specified.
'
E.
All manufactured materials shall be delivered and
stored in their original containers. Equipment
shall•be clearly marked or stamped with the manu-
facturer's name and rating.
F.
Reference to standards are intended to be the
latest revision of the standard specified.
G.
Protect all material, equipment, and apparatus
provided under this Section, both in storage and
installed, until date of acceptance. Provide
temporary storage facilities for all material
and equipment as necessary. Material, equipment,
or apparatus damaged because of improper storage
or protection will be rejected. Remove from the
site and provide new, duplicate, material, equip-
ment, or apparatus in replacement of that rejected.
H.
Deliver all materials in a timely manner to insure
uninterrupted progress of the work.
'
I.
Except as otherwise specified, materials provided
under this Section shall be in accordance with
'
Standard Specifications of the American Society of
Testing and Materials.
J.
Electrical appliances shall be UL labeled.
'
1.8 SUBSTITUTICNS
A.
Certain units of equipment and materials are speci-
fied by name of manufacturer. The Contractor shall
base his bid on these products. The Contractor
may submit for substitution other materials or
'
equipment for the items specified. Such request
-70-
shall be made in writing accompanied with complete
'
technical data, giving sizes, capacities, details`
'
of construction, and all other pertinent inform-
t
ation, including reason for request.
B. The Engineers' interpretation of any alternate
'
product being as approved equal shall be final.'
,No articles or materials of any kind shall be
substituted for these specified unless written
1
permission to make such substitutions is granted
by the Engineer.
C. In all cases where substitutions are proposed
j
and an advantage is not indicated to the owner,
then the Contractor shall bear the cost of eval-
uation on the basis of 2-1/2 times technical
salaries of engineering personnel involved.
`I
D. Any and all costs or changes arising from the
consideration of alternate materials or equip-
ment shall be paid for by the Contractor. He
shall also be responsible for fitting any such
alternates into spaces available and paying the
i
costs of any changes or revisions required in'the
7
work of any other trade, without cost to the Owner.
'
1.9 SUBMITTAL DATA AND SHOP DRAWINGS
•ii3
Submit to the Engineer the number of copies of Material
i
Lists, Descriptions, and Shop Drawings, and Samples as
follows: As required by the Special and General Pro-
visions within the time limit noted.
Iz
A. Material Lists: Submit lists of material, equip-
ment, and apparatus intended for use, identifying
manufacturer's name and type and/or model number.
-71-
' B. Descriptions: Submit complete descriptions of all
' material, equipment, and apparatus intended for use.
Include manufacturer's names, trade names, model
' numbers, sizes, capacities, operating weights, and
' all other data necessary for complete and prompt
identification and review. In all cases refer to
the Specification page, Drawing, or both, wherein
the material or equipment is specified, scheduled,
' or otherwise indicated. Include statements that the
' equipment or apparatus submitted complies with the
applicable standards specified. The purpose of the
' submittal is not only to show compliance with the
requirements of this Section, but is also for future
' identification for replacement, duplication, and for
servicing of material and equipment involved.
' C. Shop Drawings: Submit manufacturer's Certified
' Shop Drawings for plumbing fixtures and trim, stops
and valves, cleanouts and covers, floor drains,
' water hammer arrestor, and other equipment as may
be directed by the Engineer and obtain his written
' approval thereof before beginning fabrication or
t delivery of material to the Building site.
1.10 AL4.WFACTURERS RECOMMENDATIONS
tEquipment installed under this Section of the Specifi-
cations shall be installed in accordance with manufact-
urers recommendations, unless otherwise shown on the
drawings or herein specified.
1.11 RESTORATION OF DAMAGES
' Repai-r all -damage to the premises due to poor workman-
ship or defective material or equipment. Restore the
' -72-
1
t
' 1.12
1.13
1
1
1
premises to their condition prior to the damage and provide
new material, equipment or apparatus to replace that damaged.
Included is restoration of damage caused by leaks and piping
system failures. All work and material used shall be at no
additional cost to the Owner.
OPERATING INSTRUCTIONS
Upon completion of the work, if required by the Engineer, care-
fully prepare four descriptive booklets of all plumbing systems
and a full description of the operation and maintenance of each
piece of equipment provided. In the presence of the Owner's
representative, thoroughly and completely operate the
equipment and systems as directed by the instructions.
RECORD DRAWINGS
A. The Contractor shall provide and keep up to date a complete
"as -built" record set of drawings which shall be corrected
daily and show every change from the original drawings
and specifications and the exact as -built location, size
and kind of equipment and apparatus and run of pipe. Prints
for this purpose may be obtained from the Engineer at cost.
This set of drawings shall be kept on the work and shall
be used only as a record set.
B. On completion of the work, a set of reproducibles shall be
obtained from the Engineer, at cost of reproduction,
on which all changes as noted above shall be drawn in, in
black ink. This set of record drawings shall be delivered
to the Engineer with the signature of the Subcontractor and
the General Contractor
-73-
' 1.1.4 ELECTRICALLY &-RATED EQUIPMENT .
A. Current characteristics are 120/208V, 1 fit, and 20 HZ.
' All electrically operated equipment shall be designed
' to operate on this current.
1.15 GUARANTEE
' A. All materials .and equipment provided and/or in-
stalled under this Section of the Specifications
' shall be guaranteed for a period of one year from
' the date of acceptance of the work by the Owner.
Should any trouble develop during this period due
to defective materials or faulty workmanship, the
Contractor shall furnish all necessary labor and
' materials to,correct the trouble without any cost
' to the Owner. Any defective materials or inferior
workmanship noticed at time of installation and/or
' during the guarantee period shall be corrected
immediately to the entire satisfaction of the Owner.
' B. In the event of occupancy by the Owner prior to
final acceptance of the project, the guarantee
date for equipment placed in operation shall be
' mutually agreed to by the Contractor and the
Owner's representative.
' 2.0 MATERIALS
2.1 PIPING
I
' - -74-
M
Piping shall be* scheduled:
0 r,
' SERVICE SIZE PIPE FITTINGS LOCATIONS"
Soil, Waste 1-1/2" - 4" Std. Wt. C.I. Std. Wt. C.I. Above and
' and Vent Hubless Hubless Below Grade
Water and 2" and Type "M" Wrought Copper Above Grade
Indirect Smaller Hard Conner +
Drain 2-1/2" and Type "M" Cast Brass Above Grade
Larger Hard Conner E
' All Sizes Type "K" Wrought -Silver Below Grade;
Hard Conner Conger -Brazed (Wrapped) t
Gas (Fuel) 2" and Sch. 40 Steel Std. Wt. M.I. Above and
Smaller Screwed Screwed Below Grade
(Wranned) _
2-1/2" and Sch. 40 Steel F.S. Seamless Above and
Larger Welded Butt Welded Below Grade
(Wrapped) t —
2.2 UNIONS
' A. For copper tubing - ground joint, cast bronze,
Mueller Type C-107 or Nibco No. 633. * � f
'B. For black'steel piping - Grinnel Fig. 463, 300
' pound WOG malleable iron.
2.3 NIPPLES
' A. Nipples shall conform to requirements of U.S.
Department of Commerce Commercial Standard CS -5
"Pipe Nipples; Brass, Copper, Steel and Wrought -
Iron". Use nipples from packages which bear f
manufacturer's label or tag reading: "Guaranteed �^
Pipe Nipples Conforming to CS -5 Made from New Pipe" {
or other words to this effect.
' B. Make nipples of same material and weight as pipe]
whereon used.
' C. Do not use close nipples. I
-75-
i
7
2.4 INSULATION
iA.
All domestic hot water supply piping within
non -conditioned space within the building.
'
B.
All insulation specified shall be of a type as
'
manufactured by Owens-Corning Fiberglas Corp.,
Johns-tansville, Gustin-Bacon.
'
C.
Insulation shall be 1/2" thick flame safe fiber-
glass pipe insulation. Composite product to meet
VB for
NFPA N90A Standards. J -M Flame Safe con-
cealed spaces. J -M Flame Safe GVB for exposed
areas.
2.5 VALVES
A.
Figure numbers listed are given as standard for
'
type and construction. Valves for similar service
shall be of one manufacture.
B.
Trim shall be as recommended by the manufacturer
'
for the service on which valve is to be installed.
C.
Valve Schedule:
TYPE
CRANE MaTEDY NIBCO/SCOTT: STOC ULM WALWORTH
Gate
1320 427 -SJ S-180 B-112 4 -SJ
'
Globe
1310 89 -SJ S -211-Y B-14 95 -SJ
Check
1342 440 -SJ S -413-Y B-310 406 -SJ
t
NORDSTRCM
Cock
1/2"
to 2" 142 176
2.6 HANGERS AND SUPPORTS
'
A.
Horizontal Pipe: Hangers and supports shall be hung
from adequate solid rods, the lengths of which shall
be
adjustable.
'
-76-
7
i1. Types 0 hangers and supports shd* be as L-
' specified below as manufactured by Kin line, tom.
Inc.
i2. Hanger Schedule:_
SERVICE PIPE SIZE ROD SPACING HANGER OT'dER�
SIZE NO. LOCATIONS
1/2" 3/8" 5' 0" 440F Valves {"
iCopper 3/4" and 1" 3/8" 6' 0" 440F Fittings
Water Tube 1-1/4" thru 2" 3/8" 8' 0" 440F and Changes
' in direction
1/2" and 3/4" 3/8" 6' 0" 450 Valves
Sch, 40 1" and 1-1/2" 3/8" 8' 0" 450 Fittings
1-1/2" and 2" 3/8" 10' 0" 450 and Changes -
2-1/2" and 3" 1/2" 12' 0" 450 in Direction
' Soil, and 2" 3/8" 5' 0" 450 ..Valves
Waste 3" 1/2" 5' 0" 450 Fittings
4" 5/8" 5' 0" 450 and Changes
inDirectionDirection !
B. Protection Shields and Isolators: t
1. All piping which is not isolated from contact ,.._
with the building by its insulation shall be
iinstalled.with a manufactured type isolator.
Horizontal piping in stud walls may be isolatedE
iwith hair felt pads securely wired in place.
2. Isolators shall be Semco Triscolators, Series
No. 100 for I.P.S. piping and Series No. 500
' for copper tubing as manufactured by the
Stoneman Engineering and Mfg. Co.
iC. Fixture Supports:
i1. All fixtures shall be hung, supported or set -�
with 1/4" bolts or screws of sufficient length
to securely fasten the fixture to the backing,]
wall or closet ring..
-77- `
F
9 0
2.7 CLEAN -OUTS
' All clean -outs shall have C.I. body and bronze plug.
' All flush -with -floor clean -outs shall have adjustable
watertight covers. When waterproofing membrane is used, the
' clean-out body shall have integral anchoring flange and heavy
clamping collar.
' A. Furnish and install all fixtures and trim in quantity
' and colors as shown on the drawings and specified herein.
2.8 PLUMBING FIXTURES
A. Furnish and install all fixtures and trim in quantity
and colors as shown on the drawings and specified
' herein.
' B. All fixtures shall be American Standard except as noted,
Colton or Kohler will be acceptable as equal.
' C. All trim including traps, escutcheons, water supplies,
stops and fixture fittings shall be chrome -plated brass.
' D. Fixtures shall be as follows:
' WC -1 - Water Closet - Vitreous china, tank type, wall
hung, round front bowl, siphon action, #2094.050, with
#5320.130 open front white seat, and #3405.016 supply
and stop assembly. Use J. R. Smith #417 single wall carrier.
1
1
1
-78-
'
U-1 -Uri - Vitreous china, wall hjW 3/4" top
spud, #6500.011, with Sloan #186-11 flush valve:
'
with vacuum breaker.
hung
{..
L-1 - Lavatory - Vitreous china, wall
#2341.030
#9141.011, with #7516.172 faucet, off-
set tailpieces, #7536.014 supplies and stops,
#7723.018 grid drain assembly, #4401.063 "P"
'
trap, and J. R. Smith concealed arm support.
SS -1 - Service Sink - Enameled cast iron,,
'
#7692.023, with #7798.044 trap, #8344.111 faucet
'
and vacuum breaker, and rim guard.
DF -1 - Electric Wall Mounted Cooler - Haws
'
#HWSR-8, 8 GPS at Standard rated conditions, 1/4
HP 120V, 1 0. Mount basin rim height at 36",above
floor for use by handicapped persons.
HB -1 - Hose Bibb - Acorn Model 8120, wall type with^
'
removable wheel handle, rough chrome plated.
'
2.9 GAS-FIRED WATER HEATERS (WH -1)
State industries, Inc. Model CV-NRT7, size and capacity`
'
as indicated on the drawings, glass -lined tank, mag-
nesium anode, and temperature and pressure relief valve..
2.10 ACCESS COVERS
'
A.P. - Access Panel Karp 214 M AKL, drywall type, prime
coated steel, concealed -hinge type and Allen key lock
'
on removable door for painted surfaces. Tile use Karp��
2.14 MSSAKL, No. 4 satin finish 18-8 stainless steel.
li+�
'
2.11 GAS FLUES
Type "B" double wall, Amerivent or equal, with approved
��^^
flue cap.
�+
-79-
M
' 2.12 LOOSE KEY STA 0
' T $ S brass and bronze #B415 or B417 - 3/8", B-416 or
418-1/2" size.
' 2.13 }NATER HLMMER ARRESTORS
Furnish and install Smith hydrotrol water hammer arrestors
' sized per Plumbing.and Drainage Institute Standards.
' 3.0 INSTALLATION
3.1 GENERAL REQUIREMENTS
A. Install all material, equipment, apparatus with
like elements and appurtenances in similar
' location, position, and elevation. Do not install
'
any diagonal or otherwise irregular work without
'
from the Engineer."
clearances regarding
written approval
equip-
B. Should any part of the installation result in an
ment, apparatus, and
incomplete or inoperable system, or systems, pro-
writing
vide additional material or equipment necessary to
of any discrepancies
complete the installation as required.
'
C. Install all material, equipment, and apparatus
'
entirely out of the way of lighting fixtures,
doors, windows, and other interferences.
'
D. Inspect all material, equipment, and apparatus upon
delivery and do not install any that may be subject
1
to rejection as a result of damage or other defect
and do not install any that are damaged or other-
wise defective.
'
E. Verify in field exact size, location, invert
and
clearances regarding
all existing material,
equip-
ment, apparatus, and
advise the Engineer in
writing
of any discrepancies
between that indicated
on the
1
-80-
1
'
drawings an0hat existing in the fielvprior to
1 =�
any installation related thereto.
'
3.2 PIPING INSTALLATIONI
'
A. Arrangement and Location:
1. For purposes of clearness and legibility,
'
piping indications are essentially diagrammatic..'
Do not scale mechanical drawing for exact
'
location of piping. Install piping to best
suit field conditions, coordinate with other
I
'
location
trades, maintain headroom, eliminate
'
conflicts and keep openings and passageways
Z-
clear,
`
I
2. Install piping concealed in walls',_ceilings or
j_
chases except as otherwise indicated.
3. Install all piping parallel to building
'
construction.
L
B. Sloping and Draining: Slope all piping as indicated,
'
true to line and grade and free of traps or air
F-1
pockets.
I
'
1. Unless indicated, in
otherwise slope piping
direction of floor as follows:
'
Service Inclination Slope
Domestic Water Down 1" per 100 feet
Soil and Waste Down 1/4" per foot
2. Vent piping shall be graded to quickly free
itself of water or condensation.
'
C. Floor, Wall and Ceiling Plates: Fit pipes passing
through floors, walls, or ceilings with chromium
tplated
steel plates having screw or spring clamping
device and concealed hinge.
'
-81-
li
'
�fl
'
•
D. General!*
'
1.
As fast as lines have been installed, cap or
plug openings to prevent entrance of materials.
'
Leave in place until removal is necessary for
completion of installation.
'
in
2.
Use reducing fittings where change pipe
'
size occurs. Do not use bushings unless speci-
fically authorized.
'
3.
Use couplings only where required pipe runs
between fittings are longer than standard
length of pipe and except where their use
'
is specifically approved.
4.
Branch tees in copper tubing, if branch size
'
is at least two pipe sizes smaller than main,
may be made with "Brazolets", or equal, with
'
socket or threaded outlets as required, and
'
of same schedule as specified for piping in
which used.
S.
Do not bury or conceal piping before examin-
ation by the Engineer.
'
6.
Provide standard manufactured fittings in all
cases.
7.
Make exposed polished or enameled connections
'
to fixtures or equipment or ceilings with
chromium plated steel plates having screw or
'
___.spring
clamping device and concealed hinges.
8.
Unions: Provide unions to render all items in
-
the system easily removable, including valves,
'
-
piping specialities, and on both sides of
equipment.
'
-82-
■
a, Provide dielectric unions at 01 connect-
' ions of ferrous to not-ferrous piping
and equipment.
9. Soil, Waste and Vent: Install vent collection _
systems in accordance with the requirements of
the Uniform Plumbing Code. Individually vent
.�
each and every fixture, trap, and other waste^
unless specifically indicated otherwise on the
' drawings.
a. Provide clean-outs as indicated on the
drawings at 100 feet on center, maximum�-
tfor soil and waste piping, and at all
bends, angles and upper terminals.
'
10. Domestic Water:
a. Connect copper tubing to fixture with hard
brass fittings. Take the necessary pre- is
cautions to prevent scoring of chrome- n
plated surfaces.
b. Install "water hammer arrestors" at each
group of two or more fixtures and at each
solenoid valve.
11. Cutting of Pipe: After cutting, remove rough r,
edges, or burrs, so that there is no reductiong
I
in inside diameter for smooth unobstructed flow.;
12. Pipe Connections: i+
' a. Threaded PiDe: Use Armite Joint Seal
Compound No. 250, Enterprise Commercial •�•`+'•
"Thred Seal", Baker Oil Tool Teflon
"Bakerseal"
' -83-
' b.• Copper Tubing and Brass ae with Threadless
Fittings: Use silver brazed joints, any
piping located in or under concrete slab
' on ground, and for attaching "Brazolet"
fittings •for any service.
Silver brazing alloy per ASTM B260 -62T,
Class BCUP-5. Use extreme care in silver
' brazing to prevent overheating of pipe and
' fittings. Disassemble solder type valves
before silver brazing and keep bodies cool.
' Make joints for services or location not
covered above with 95-5 antimony or 95-5
' tin lead solder, ASTM B32 -66T, Grade SA.
' Use IPS red brass pipe for connections to
faucets, flush valves, hose faucets, com-
pression stops, or similar items requiring
rigid piping. Extend brass pipe from
fixture to point where piping can be
securely fastened to building construction.
' 3.3 HANGER AND SUPPORT INSTALLATION
tA. General: With systems in normal operation, adjust
all hangers, supports, and rods to insure that they
are plumb and supporting their proper share of the
load. Provide additional supports for piping that
' sways, crawls, or vibrates, as required or as
directed by Engineer to eliminate unsatisfactory
conditions.
tB. Piping:
1. Adequately support all piping from building
' structure to maintain alignment, prevent
-84-
1
3. Maximum hanger spacing shall be as scheduled
elsewhere in this Specification.
' 4. Hanger and supports shall be designed to
t support the weight of pipe, contents and
insulation with safety factor o£..five.
' S. Support shall be by standard manufactured
items as specified herein whenever possible.
' C. Plumbing fixtures - support as indicated under
materials.
' 3.4 TESTING AND ADJUSTING
' A. General: Tests shall comply with all necessary
codes, rules and regulations, as noted hereinbefore.
' Supply all instruments, labor, and tools required
by the tests. Any defective material or equipment
shall be repaired, adjusted or replaced.
1. All piping shall be tested on completion of
roughing -in, or at other times as directed
' by the Engineer, in accordance with the
following schedule:
J
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1-85-
'
sagging, prevent noise,
prevent weight from
being transferred
to connected equipment and
'
prevent excessive
strain being placed on the
piping during all
operating conditions.
2. Support piping not
more than 12 inches from
change of direction
in horizontal or vertical
'
plane.
3. Maximum hanger spacing shall be as scheduled
elsewhere in this Specification.
' 4. Hanger and supports shall be designed to
t support the weight of pipe, contents and
insulation with safety factor o£..five.
' S. Support shall be by standard manufactured
items as specified herein whenever possible.
' C. Plumbing fixtures - support as indicated under
materials.
' 3.4 TESTING AND ADJUSTING
' A. General: Tests shall comply with all necessary
codes, rules and regulations, as noted hereinbefore.
' Supply all instruments, labor, and tools required
by the tests. Any defective material or equipment
shall be repaired, adjusted or replaced.
1. All piping shall be tested on completion of
roughing -in, or at other times as directed
' by the Engineer, in accordance with the
following schedule:
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'
•
All valves and equipment shall be tested and ad-
justed so that each fixture receives the proper
TEST SCHEDULE
•
'
amount of water; likewise, all
'
Gauge
etc., shall be properly regulated to the approval
System Tested
Gauge Pressure at
Pressure
Test
in a first-class condition ready for acceptance by
Start of the Test
after 4 hrs.
with
1
Attention is especially called to the fact that the
'
Contractor shall be responsible for damage to any
Soil, Waste,
Fill with water to
the pipe of fixtures or equipment installed under
and Vent
top of highest vent
this Section, for a period of one year from the
date of acceptance of the work by the Owner.
or drain, allow to
3.5 PIPE
CLEANING
'
stand three hours
A.
Gas piping shall be blown out with compressed
'
without drop in
air to remove all foreign materials.
B.
Water Piping - remove and clean all strainers in the
water level.
system, thoroughly flush system with clear water,
'
replace strainers.
Water
Water Piping
150 pounds
150 pounds
Gas Piping
50 pounds
50 pounds
Air
'
(24 hours)
'
B.
All valves and equipment shall be tested and ad-
justed so that each fixture receives the proper
faucets, bibbs,
amount of water; likewise, all
'
etc., shall be properly regulated to the approval
of the Engineer, so that the entire system is left
'
in a first-class condition ready for acceptance by
the Engineer.
'
C.
Attention is especially called to the fact that the
'
Contractor shall be responsible for damage to any
part of the premises caused by leaks or breaks in
the pipe of fixtures or equipment installed under
this Section, for a period of one year from the
date of acceptance of the work by the Owner.
3.5 PIPE
CLEANING
A.
Gas piping shall be blown out with compressed
'
air to remove all foreign materials.
B.
Water Piping - remove and clean all strainers in the
'
system, thoroughly flush system with clear water,
replace strainers.
M -ID
3.6 PLUMBING FIXT• INSTALLATION •
' A. Grout neatly between fixtures and wall or floor
to form a smooth even watertight joint.
B. Gasket and make watertight connections between
' waste and fixture at water closets.
C. Cold water faucet shall be on right and hot water
' faucet on left at sinks and lavatories.
' 3.7 CONNECTION TO KITCHEN EQUIPMENT
A. Rough in and connect to kitchen sink.
' B. Provide loose key stops in hot and cold water
lines to sink.
' C. provide traps for all waste connections.
3.8 EXCAVATION AND BACKFILL
A. Provide all excavation and backfill required
' for work of this Section, in accordance with
applicable requirements of Sitework Section.
Coordinate disposition of building materials
to avoid interference with all walls, footings,
' and other work.
after testing and inspect -
B. Do not backfill until
, ion of installed pipe work.
' 3.9 VALVE INSTALLATION
A. General:
' 1. Install valves so that all parts are easily
accessible and maintained.
' 2. Field check all valves for packing and lub-
ricating and that disc is for service intended.
' 3. Do not install valves with stem pointing down-
wards unless indicated otherwise.
-87-
if
' 4. Provide valves same size as 1• size unless
' indicated otherwise.
S. Disassemble solder joint valves before
' soldering.
'
3.10 ACCESSIBILITY
A.
All operable equipment and apparatus shall be
.installed in an easily accessible location.
B..
Provide access panels for direct access to all
'
valves in wall.
3.11 OPENINGS - CUTTING, PATCHING, REPAIRING
'
A.
This Contractor shall cooperate with the work to
'
be done under other sections in providing inform-
ation as to openings required in walls,_slabs and
footings for all piping and equipment, including
sleeves where required.
drilling for
B.
Any or cutting required the perform-
ance of work under this Section shall be the
responsibility of this Contractor and the cost
'
thereof shall be borne by him.
C.
Holes in Concrete: Sleeves shall be furnished,
'
accurately located and installed in forms before
'
pouring of concrete. This Contractor shall pay
all additional costs for cutting of holes as the
'
result of the incorrect location of sleeves. All
holes through existing concrete shall be either
'
core drill or saw cut. All holes required shall
have the approval of the Structural Engineer
prior to cutting or drilling.
D.
It shall be the responsibility of this Contractor
to ascertain that all chases and openings are
'
properly located.
-88-
'will . allowed
E. No cuttin • notching or boring
, that may impair strength of the building construct-
ion; no holes, except for small screws, shall be
drilled in beams or other structural members with-
out obtaining prior consent of the Structural
Engineer.
' 3.12 CLEAN-UP
finished surfaces and equip -
A. All fixtures, piping,
' ment shall have all grease, adhesive labels and
i
foreign materials removed._
' B. All piping shall be drained and flushed to remove M1
r. Pressure regulating
y LL
grease and foreign matte `
assemblies, traps, flush valves and similar items
eyti
' shall be thoroughly cleaned. Remove and thoroughly i
reinstall all liquid strainer screens
clean and
-,
ion ten days.
after the system has been in op
erat
C. Gas piping shall be blown out with clean com- `
r or inert gas•
pressed ai
D. Remove from the premises all unused material �I
and debris resulting from the performance of
work under this Section. I
3.13 STERILIZATION OF WATER SYSTEDIS
' After domestic hot and cold water systems are complete,
' flush out the systems, and sterilize systems with a
�t
solution of sodium hypochlorite, one gallon of five
percent sodium hypochlorite to 200 gallons of water.
' Flush out entire system after the solution has been
in the system for twenty-four hours.
-89-
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11-01 ELECTRICAL WORK AND FIXTURES
A. GENERAL
The work shall include the furnishing of all labor,
materials, equipment, tools, appliances, transportation,
and services required to install and complete all
electrical in the building as indicated on the drawings
and as herein specified.
B. WORK INCLUDED
Work includes but is not limited to the following:
1. Complete power and lighting branch circuit wiring,
including junction boxes, pullboxes, outlet boxes,
devices, materials, and equipment for a complete
installation.
2. Lighting fixtures and lamps in fixtures, see lighting
fixture schedule on drawings.
3. Complete wiring to and connection of electrical
equipment provided under other sections, including
appliances, air conditioning equipment, pull boxes,
outlet boxes, switches, etc.
4. Cleaning, repairing.
5. Final inspection.
6. Perform all other work necessary for the complete
installation of all electrical work and fixtures.
7. Test.
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C. REQUIREMENTS
1. The bidder shall visit the site and make a survey
of existing conditions which may affect or be
affected by the work under this Section. References
made in these specifications or on the drawings to
existing work or correctness of ways and means
of performing the work under this Section, in
conjunction with existing conditions, shall be subject
to verification by the Contractor in his survey and
in the progress of the work. The survey shall be
made before bids are made.
2. Provide, maintain and remove required shoring, cribbing,
bracing, fences, suitable barriers, protective devices,
lights and warning signs where required for the
protection of the public and employees about the
building and site.
3. Existing planting, turf and surface material that
occurs in the area of trenches to be excavated shall
be carefully removed and replaced after backfill.
Concrete and asphalt surface which are damaged, shall
be repaired to match the adjacent work.
4. Since the area will be in constant use by the
public, work shall be planned so that excavations
shall remain open as short a time as is practicable.
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5. The Owner shall endeavor to keep the public at a
distance from locations where work is in progress,
but the Owner will assume no responsibility in
this connection, and the Contractor shall exercise
care in the performance of the work to avoid injury
to persons as well as property.
6. The Contractor shall obtain and pay for all permits,
licenses, utility company charges, and fees required
for the execution of this work, and shall arrange
for and pay for all required tests and inspections,
and shall give all notices required by all laws,
rules, regulations and ordinances pertaining to
this work.
7. Furnish evidence of final inspection and acceptance
by the building and safety authority having
jurisdiction upon completion and before acceptance
of the work.
8. Codes and Ordinances shall refer to "Legal Requirements"
in the General Conditions; and all work shall be performed
in accordance with 1978 National Electrical Code,
whichever exceeds. Nothing in the plans and
specifications shall be construed as authority to
violate ordinances and codes.
D. SHOP DRAWINGS
1. Within 14 days after award of contract, submit
in triplicate a list of equipment manufacturers that
the Contractor proposes to use.
-92-
' 12-01, - HEATING, VENTILATING AND AIR CONDI'T'IONING
' 1.0 GENERAL
1.1 SCOPE
'
A. Work Included: Furnish and install all materials
equipment and apparatus and furnish all labor,
' tools and equipment required to complete the work
of this Section, including, but not limited to
' the following items:
1. Storage, uncrating, hoisting and setting ill
place all equipment and material.
2. Complete, totally operable systems ready for
use.
' 3, Ductwork, duct insulation, hangers, support
and accessories.
4. Multi -zone unit
' S, Remote condensing unit
6. Toilet room exhaust fans
7. Grilles, registers, diffusers
8. Temperature controls
' 9. Testing and balancing
'
B. Related Work under other Sections: Consult other
sections, with particular attention to listed items,
' to determine extent and character of related work.
1. Electrical work including power wiring,
' ltne and low voltage control wiring.
2, painting
t3, Flashings
' 4. plumbing work
' -93-
1' 1.2 SURVEY OF SA •
'
The Contractor, before submitting his bid on the work
must visit the site and familiarize himself with all
'
visible existing conditions. As a result of having
visited the premises, the Contractor shall be respons-
ible for the installation of the work as it relates to
such visible existing conditions. The submission of
'
a bid will be considered an acknowledgement on the
'
part of the bidder of his visitation to the site.
1.3 CODES, REGULATIONS AND ORDINANCES
'
The work shall be in accordance with the governing
State and Local Ordinances, Codes and Regulations,
'
hereby
all of which are made a part of these speci-
peci-
fic ations.
fications. However, when these specifications and/or
drawings call for or describe materials, workmanship
or construction of a better quality, higher standard,
or larger size than is required by the above mentioned
'
rules and regulations, the provisions of these speci-
fications and/or drawings shall take precedence over
the requirements of the said rules and regulations.
'
All work shall be inspected by the Engineer.
1.4 DISCREPANCIES
The drawings and specifications are intended to coop-
erate. Any materials? equipment, or systems related
to this Section and exhibited on the Drawings but not
1
-94-
' mentioned in the Specifications, and vicversa, are
' to be executed to the intent and meaning thereof, as
if it were both mentioned in the Specifications and
set forth on the Drawings. In case of differences
between the Drawings and Specifications, the Speci-
I
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fications shall govern first, and then the Drawings.
Large scale details shall take precedence over smaller
scale drawings as to shape and details of construction.
Specifications shall govern as to materials. Drawings
and Specifications are intended to be fully cooperative
and to agree, but should any discrepancy or apparent
difference occur between Drawings and Specifications,
between Drawings, between descriptive material and
'
manufacturers number, or should error occur in the
work of others affecting the work, the Contractors
'
shall notify the Engineer at once: If the Contractor
proceeds with the work affected without instructions
'
from the Engineer, he shall make good any resultant
'
damage or defect. All misunderstandings of Drawings
and Specifications shall be clarified by the Engineer
Iat
no additional cost to the Owner.
1.5 WORKMANSHIP AND MATERIALS
A. Workmanship shall be of the best quality and none
'
but competent mechanics skilled in their trades
shall be employed. The Contractor shall furnish
the services of an experienced superintendent, who
will be constantly in charge of the erection of
'
the work, until completed and accepted.
B. Unless otherwise hereinafter specified, all mater-
-95-
'
latest revision of the standard specified.
'
ials and equipment under this Division of the
vided, both in storage and installed, until date
Specifications shall be new,'of best grade and
of acceptance. Provide temporary storage facili-
as listed in printed catalogs of the manufacturer.
Material, equipment, or apparatus damaged because
{,
of improper storage or protection will be rejected.
Each article of its kind shall be the standard
'
equipment, or apparatus replacement
product of a single manufacturer-.
of that rejected.
C.
Whenever the words "or equal", "equivalent equip-
ment", "acceptable", or other words of similar
intent or meaning are used, implying that judgment
is to be exercised, it is understood that it is the
judgment of the Engineer that is referred to.
D.
The Engineer shall have the right to accept or re-
ject material, equipment and/or workmanship and
determine when the Contractor has complied with
the requirements herein specified.
E.
All manufactured materials shall be delivered and
stored in their original containers. Equipment
shall be clearly marked or stamped with the manu-
facturer's name and rating.
'
F.
Reference to standards are intended to be the
latest revision of the standard specified.
'
G. Protect all material, equipment, and apparatus pro-
vided, both in storage and installed, until date
of acceptance. Provide temporary storage facili-
ties for all material and equipment as necessary.
Material, equipment, or apparatus damaged because
{,
of improper storage or protection will be rejected.
Remove from the site and provide new, duplicate,
material, in
equipment, or apparatus replacement
of that rejected.
-96-
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' H. Deliver all materials in a timely manner to insure
uninterrupted progress of the work.
I. Except as otherwise specified, materials provided
under this Section shall be in accordance with Imo.
Standard Specifications of the American Society
' of Testing and 'Materials.
J. Electrical appliances shall be U.L. labeled.
' 1.6 SUBSTITUTIONS.
Certain units of equipment and materials are specified
by name of manufacturer. The Contractor shall base his p
' bid on these products. The Contractor may submit for LTM'
substitution other materials or equipment for the items
specified: Such request shall be made in writing
accompanied with complete technical data, giving
sizes, capacities, details of construction, and
1 all other pertinent information, including reason
for request.
' A. The Engineers, interpretation of any alternate
product being as approved equal shall be final. No
article or materials of'any kind shall be substituted
for these specified unless written permission to f
make such substitutions is granted by the Engineer. yy,
' B. In all cases where substitutions are proposed, and F
an advantage is not indicated to the Owner, then $
i
' the Contractor shall bear the cost of evaluation on
the basis of 2-1/2 times technical salaries of engin-
eering personnel involved.
' C. Any and all costs or changes arising from the con- tt
sideration of alternate materials or equipment 9
' shall be paid for,by the Contractor. He shall also
-97- 1a
' be respon0ble for fitting any such eternates
' into spaces available and paying the costs of
any changes or revisions required in the work of
any other trade, without cost to the Owner.
' 1.7 SUBMITTAL DATA AND SHOP DRASPINGS
Submit to the Engineer-; when required by the Engineer, Mater-
ial Lists, Descriptions, Shop Drawings and Samples
as follows: (As required by the Special and General
Provisions within the time limit noted.)
' A. Submit lists of material, equipment, and apparatus
intended for use, identifying manufacturer's name
' and type and/or model number.
B. Submit complete descriptions of all -material, -equip-
ment, and apparatus intended for use. Include
' manufacturer's names, trade names, model numbers,
sizes, capacities, operating weights, and other
data necessary for complete and prompt identi-
fication and review. In all cases refer to the
Specification page, Drawing, or both, wherein the
material or equipment is specified, scheduled, or
otherwise indicated. Include statements that the
equipment or apparatus submitted complies with the
applicable standards specified. The purpose of the
submittal is not only to show compliance with the
requirements of this Section but is also for future
identification for replacement, duplication, and
for servicing of material and equipment involved.
1.8' MANUFACTURERS RECOMMIENDATIONS
Equipment installed under this Section of the Specification
shall be installed in accordance with manufacturers
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recommendations, unless otherwise shown on the drawings
or herein specified.
RESTORATION OF DAMAGES
Repair all damage to the premises due to poor workmanship
or defective material or equipment. Restore the premises
to their condition prior to the damage and provide
new material, equipment or apparatus to replace that
damaged. Included is restoration of damage caused by
leaks and piping system failures. All work and material used
shall be at no additional cost to the Owner.
OPERATING INSTRUCTIONS
Upon completion of the work, if required by the Engineer, care-
fully prepare four descriptive booklets of all systems and
a full description of the operation and maintenance of each
piece of equipment. Details of the design of the diagram
and general description shall be subject to the
approval of the Owner. In the presence of the Owner's
representative, thoroughly and completely operate the
equipment and systems as directed by the instructions.
RECORD DRAWINGS
A. The contractor shall provide and keep up-to-date
a complete "as -built" recorded set of drawings, which
shall be corrected daily and show every change from
the original drawings and specifications and the
exact as -built location, size and kind of equipment
and apparatus and run of pipe. Prints for this purpose
may be obtained from the Engineer at cost. This set
1
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of drawings shall be kept on the work and shall be
used only as a record set.
B. On completion of the work, a set of reproducibles
shall be obtained from the Engineer, at cost of reproduction
on which all changes as noted above shall be drawn in, in
black ink. This set of record drawings shall be
delivered to the Engineer with the signature of the
Subcontractor and the General Contractor.
1.12 ELECTRICALLY OPERATED EQUIPMENT
A. Current characteristics are 120/208V, 10, 60HZ.
All electrically operated equipment shall be designed
to operate on this current.
B. Starters ate furnished with Electrical Section.
1.13 GUARANTEE
A. All materials and equipment provided and/or installed
under this Section of the Specifications shall be
guaranteed for a period of one year from the date of
acceptance of the work by the Owner. Should any trouble
develop during this period due to defective materials
or faulty workmanship, the Contractor shall furnish all
necessary labor and materials to correct the trouble
without any cost to the Owner. Any defective materials
or inferior workmanship noticed at time of installation
and/or during the guarantee period shall be corrected
immediately to the entire satisfaction of the Owner.
B. In the event of occupancy by the Owner prior to
-100-
final acceptance of the project, the guarantee date
for equipment placed in operation shall be mutually
' agreed to by the Contractor and the Owner's
representative.
2.0 MATERIALS
2,1 DUCTIVORK
A,• Ducts shall be of galvanized sheet metal.
'
B. Sheet metal gauges and duct construction shall be
cal Code and
in accordance with the Uniform Mechani
1SMACNA11 duct construction standards.
C. Duct Accessories:
1. Duct access doors per SMACVA.
' 2. Volume Dampers per SuACNA.
(a) Ducts under 18 inch butterfly type.
(b) Ducts 18 inch and over - multilouver
'
type•
device.
(c) Provide with locking
- all dampers shall be UL rated
3. Fire Dampers
and code approved for usage intended and of
'
multilouver or curtain design.
2.2 DIFFUSERS, GRILLES AND REGISTERS
Installation: Sponge rubber under all flanges.
'B.
A.
Supply Air Diffusers: Kreuger Series SH with
frame style #23•
'
C.
Return Air Registers: Kreuger Series S80H with
Frame Style M23.
D.
All supply air and return air shall have manu-
factured opposed blade volume dampers.
B.
Diffusers and registers shall be furnished with
baked enamel off-white finish.
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2.3. DUCT INSULATIAO •
' A. Insulate all supply and return ductwork with
unfaced Johns-Mansville "Microlite", 2 PCF 1"
thick, wired on.
B. Line with Johns-Mansville "Linacoustic", 2" thick,
' all return ducts within 30 feet of the variable
volume supply air unit. Install in accordance
with manufacturers recommendations.
'
2.4 TOILET EXHAUST FANS
A.
Green Heck Model SP -25, complete with baked enamel
steel housing lined with 1/2 inch thick insulation,
'
vertical discharge outlet, and ceiling grille. Unit
shall be U.L.. labeled.
'
2.5 GAS-FIRED MULTI -ZONE UNI -f
Day and Night or
A.
Governair Series TL -20, complete with evaporator
'
coil, gas heating section, blower, filters, and
'
mixing dampers.
B.
Unit shall be housed in a heavy steel cabinet.
'
Cabinet panels shall be insulated with 1 inch,
t3/4
pound density glass fiber insulation.
'
C.
Unit shall have a double wall insulated drain pan
under cooling coil, with drain connection extending
E,
outside of cabinet.
'
D.
The evaporator coil shall be positioned to allow
horizontal air flow, and be complete with thermal
expansion valve and distributor. Coil shall be
6 row Series 412.
E.
The evaporator blower shall be forward curve cent-
rifugal type, statically and dynamically balanced.
-102-
F.
Mixing dafers shallbe heavy gauge galvanized
steel, mounted in bronze bushings. Ods of blades
'
shall be sealed and the edges shall be treated for
minimum leakage. Blades shall be opposed blade
type.
'
G.
Unit shall have galvanized steel filter rack
with openings on both ends for easy removal of
'
filters. Filters shall be 2 inch thick throw -
a -way type with glass pad media. Filter frame
'
shall be of fiberboard with metal grids.
H.
Provide a heavy gauge sheet metal control panel
'
on unit. Panel shall consist of standard controls
'
as furnished by the manufacturer, including add-
itional controls as indicated on the drawings.
'
Panel shall not vibrate from unit operation. Power
wiring shall be installed from each of the starters
'
fusetrons 3 -
or contactors through indivdual to a
pole terminal rated at the full wire sizing amps
for entire unit.
'
I.
Zone dampers shall be constructed the same as the
mixing damper, except they shall be of the parallel
'
blade type.
'
J.
Heating section shall consist of a gas-fired furnace
for natural gas usage. Furnace shall be AGA cert-
ified for installation either up or down stream of
cooling coil. Heat exchanger shall be E-3 stainless
'
steel. Burners shall be of die formed corrosion -
resistant aluminized steel. Furnace shall be
complete with automatic electric gas valve, temper-
ature limit control, fan switch, automatic igniter,
-103-
'
'
2 -stage 0 valve, and 24 volt circ*. Provide
double-wall gas flue extending through roof and
terminating with approved flue cap.
'
2.6 AIR
COOLED CONDENSER T?NIT
Day and Night or
A.
Governair Modei ACU, complete with compressors,
'
condenser coil, propeller fan, and liquid receiver.
B.
Unit shall have two hermetic compressors, complete
'
with independent refrigeration circuit, approved
'
oil pressure safety switch, crankcase heaters,
and spring isolators for each compressor.
'
C.
Cabinet shall be of heavy gauge steel with enameled
finish. Cabinet shall be weatherproof, and comp-
'
onents suitable for outdoor installation.
I
D.
Condenser coil shall be mounted for vertical air
discharge, with a minimum of 4 rows and constructed
'
of 1/2 inch o.d. seamless copper tubing with 12
aluminum fins per inch.
tE.
Propeller fan shall be of heavy gauge zinc -plated
'
steel, and shall be non -overloading. Fan guard
shall be provided on the outlet of the fan. Motor
shall be Nema, 1750 RPM, TEFC, located on adjust-
able motor base. Low ambient control shall be
provided.
F.
Provide a heavy gauge galvanized weatherproofed
steel control panel at unit. Panel shall consist
of standard controls as furnished by manufacturer,
pressure type wire terminals, and minimum of 14
gauge wire. Power wiring shall be installed from
each of the starters or contactors through individ-
ual fusetrons
to a 3 -pole terminal rated at the
full wire sizing amps for entire unit.
-104-
•
'
Z.7 TEMPERATURE CONTROL SYSTEM
A. The units shall be furnished complete with a
'
temperature control system as described below.
All field wiring of room thermostats shall be
24 volts. Steps of cooling shall be energized
through cooling relays in the control panel.
B. Modulating zone thermostats shall be provided,
'
for field wiring. Each zone thermostat shall
drive a fully modulating zone damper motor with
'
end switches factory mounted and wired. Subject
to cooling -heating changeover, any zone calling
for cooling or heating shall, thru end switches
on damper motor, energize cold deck or hot deck
controller. The cold deck and hot deck temper-
be by
atures shall maintained energizing the
'
number of cooling and heating stages or modulate
the heating as required.
3.0 INSTALLATION
5.1 GENERAL INSTALLATION REQUIREMENTS
'
A. Install all material, equipment, and apparatus
with like elements and appurtenances in similar
location, position, and elevation. Do not install
'
any diagonal or otherwise irregular work without
written approval from the Engineer.
rB.
Should any part of the installation result in an
incomplete or inoperable system, or systems, pro-
vide additional material or equipment necessary to
'
complete the installation as required.
C. Install all material, equipment, and apparatus
'
--105-
' damaged or otherwise defective.
Verify in field exact size, location, and clear-
' antes regarding all existing material, equipment,
apparatus, and advise the Engineer in writing of
' any discrepancies between that indicated on the
entire* out of the way of lighti•
fixtures,
doors, windows, and other interferences.
any installation related thereto.
'
j!1CT'i0RK INSTALLATION
D. Inspect all material, equipment,
and
apparatus
drawings are essentially diagramatic. Do not
upon delivery and do not install
any
that may be
ductwork. Install ducts to best field
subject to rejection as a result
of
damage or
'
other defect and do not install
any
that are
' damaged or otherwise defective.
Verify in field exact size, location, and clear-
' antes regarding all existing material, equipment,
apparatus, and advise the Engineer in writing of
' any discrepancies between that indicated on the
drawings and that existing in the field, prior to
any installation related thereto.
'
j!1CT'i0RK INSTALLATION
A. For purposes of clearness and legibility, the
'
drawings are essentially diagramatic. Do not
scale mechanical drawings for exact location of
'
ductwork. Install ducts to best field
suit
'
conditions; coordinate and cooperate with other
trades to eliminate any location conflicts;
'
keep opening and passageways clear; preserve
headroom. Use of variation in duct sizes and
tadditional
fittings will be allowed to clear
obstructions, maintain clearness and avoid con-
flicts provided the air handling characteristics
of the ductwork is maintained.
B. Install ductwork in accordance with this specifi-
to
cation, SMACNA Duct Manual and local Codes, which-
ever has the most stringent requirements. SMACNA
'
-106-
1
low pressure duct construction s*dards shall
'
apply to all ductwork.
'
C.
Tape all standing seams and transverse joints in
supply return and exhaust and fresh air ductwork
j
'
with duct tape. Duct tape shall be installed in
accordance with StiL4CNA Manual.
1
t
1
D.
Lined duct sizes indicated on drawings are net
�
i
free areas. Increase sheet metal duct size so:
that net area inside insulated duct is size shown
on plans.
E.
Connect all ductwork to outlets and equipment as
'
indicated and as required.
F.
Outlet sizes indicated on the plans are neck size.
;.
a'
G.
Inspect, in the presence of the Engineer, all
ductwork prior to concealment.
i
t
t
H.
Keep duct openings closed during construction to
'
prevent entry of foreign materials, obstructions'
or damage.
t`
t
I.
Install all ductwork concealed unless otherwise
r�
1
indicated.
J.
Install all air outlets, flush, squared, tightly
'
sealed, and entirely covering sheet metal duct-
work and gaskets. Thread sheet metal mounting
'
tightly into
screws sheet metal.
K.
Install fire damper in accordance with the re-
quirements of local authorities. Provide one
hour rated material between ceiling and damper
in horizontal ceiling application.
'
L.
Transitions shall be'gradual with slope not
'
more than one in five where possible.
'107-
M. Round •bow shall have inside ra1W equal to
width of duct; square shall have double thick-
ness turning vanes.
3.3 INSULATION
A. Before wrapping insulation around concealed ducts,
spot apply adhesive at maximum 4 -inch centers each
way on all sides of ducts to prevent sagging of in-
sulation. Wrap insulation entirely around duct
and wire securely in place with No. 16 copper clad
wire, or 1/2 inch steel bands, spaced 12 -inches
j
on center maximum. Put on steel bands with band-
ing machine. Lap insulation joints minimum 4 -inches
with one tie wire over each transverse joint and on
each side of each standing seam. Bend wire or
bands 90 bend.
steel at each corner to make -degree
Cover all surfaces, including standing seams.
3.4 TESTING AND BALANCING
A. Contractor shall engage the services of a specialist
in testing and balancing of air condition system.
to test balance heating,
and all ventilating and
air conditioning system.
I. Make all tests and balance as required to
demonstrate that the operation of the
heating and air conditioning system is in
accordance with the plans and specifications.
M
Furnish all materials, instruments and equip-
ment necessary to conduct such tests.
2. The entire system shall be balanced by instru-
ments to the air quantities indicated.
-108-
1
-109-
•the
Present a written report Engineer
'
triplicate) showing the actual measured E„
(in
quantity at each supply and return out-
,
air
the fan discharge and fresh air
let and
Static drop at critical points shall
S
'
inlet. t
be included. All equipment shall be r
also F
operating capability and i
tested at maximum op g
accurately calibrated.
'
loaded electrical characteristics of
3. The
and their speeds shall be taken
all motors
and submitted to the Engineer in writing.
'
Said report shall contain the name plate
rating versus actual operating readings.
'
3.5 ACCESSIBILITY
A. All operable equipment and aaparatus shall be
'
installed in an easily accessible location.
'
3.6 oPENINGS - CUTTING, PATCHING, REPAIRING
This Contractor shall cooperate with the work
'
A.
to be done under other sections in providing
information as to openings required in walls,
'
slabs and footings for all piping and equipment,
including sleeves where required.
g. Any drilling or cutting required for the perform -
'
ante of work under this Section shall be the
responsibility of this Contractor and the cost
'
thereof shall be borne by him.
C. Holes in Concrete: Sleeves shall be furnished,
accurately located and installed in forms before
'
pouring of concrete. This Contractor shall pay
1
-109-
'
all addi'Ronal costs for cutting oftoles as the
'
result of the incorrect location of sleeves.
All holes through existing concrete shall be
either core drill or saw cut. All holes required
'
shall have the approval of the Structural Engineer
prior to cutting or drilling.
D. It shall be the responsibility of this Contractor
to ascertain that all chases and openings are
'
properly located.
E. No cutting, notching or baring will be allowed
that may impair strength of the building con-
struction; no holes, except for small screws,
shall be drilled in beams or other structural
' members without obtaining prior consent of the
Structural Engineer.
'3.7 CLEAN-UP
A. Remove from the premises all unused material and
debris resulting from the performance of work
' under this Section.
r
� a_
s 1 arcs
JOHN SARGEANT INSURANCE AGENCY, INC.
431 N. BRAND BLVD., SUITE 215
P.O. BOX 10190, GLENDALE, CA 91209
245-1624
ROBERT GORHAM
DBA: R.G. CONSTRUCTION CO.
2165 STATE AVE.
COSTA MESA, CA 92627
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WORKERS COMPEM1,A11011
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EMPLOYERS' LIF EStlI TN
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"ESCRIPnoN OF OPERATIONS'I OC A r ?tSNc l -,Lf£ -
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Cancellation: Sho�,Id my A tnE al:cv :.9 rile Fncci-s h c': r er �'.' "[ xpl2 I�'
pany wi arac.eauecli m:a ID . d e, s rntl n i > p .._ w <L nam
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1,000
NAW ANWA
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ORANGE COUNTY BUILDING DEPT.
- -_9_/10/81 --
400 CIVIC CENTER DRIVE NEST
SANTA ANA, CA 92701 -
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♦♦�♦�i161�1Bt��1,�;Ill♦Il�i Will 1'BI111♦4Ill "1111111.11:11 l�111111'I1111i11'iIl 1 111 1 1 lil'': IINI�
a CERTIFICATE OF INSURANCE
K� PRIMARY 1
INSURANCE The Excha* Company designated on the reverse side as num_
❑/ EXCESS `
`NSURANCE/ Excess over Primary with Company designated on reverse side as letter .
When countersigned by an authorized representative of the Company, this certificate supersedes any previously issued certificates and certifies that the
following policy(ies), have been issued to the insured for the coverage indicated. This certificate or verification of insurance is not an insurance policyand
does not amend, extend or alter the coverage afforded by the policies listed herein. Notwithstanding any requirement, term, or condition of any contract or
other document with respect to which this certificate or verification of insurance 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.
Named
Insured ROBERT J. GORHAM
Address . 2165 STATE AVENUE
COSTA MESA, CALIF
9-10-81
Effectivefrom: CONTINUOUS
To:
&c ss Policy or Certificate Number
92627 97 07 302 SA 1974 12 70
Agent Policy Number
SA10252 18 10
at which time this certificate becomes void ?1_1 or until cancelled if this box "X" d.
PART I CERTIFICATE OF INSURANCE 0 Applicable E3 Not Applicoble
COVERAGE
OVE ev lift "X"
INm ATM.1AN COVERAGE COMBINED LIMITS OF LIABILITY
UMiT(5)
INCLUDE(S)
BOTH PRIMARY
AND EXCESS
(if excess
applicable)
OWNED
AUTO LIABILITY
Bodily Injury
Property Damage
EACH PERSON EACH OCCURRENCE
X
Owned$
250 ,000 $ 500 ,000
81 CHEV EL CAMINO #639
Non -Owned
$ 100 ,000
1 74 FORD VAN #521
Hired
Employer's Non -Ownership Contingent Liability
GENERAL LIABILITY
Bodily Injury
Property Damage
Bodily Injury
Property Damage
EACH PERSON
EACH OCCURRENCE
M&C-OLT, Owners & Contractors, Contractual,• Elevators
$ ,000i
$ ,000
Products and/or Completed Operations
$ •000
Owners & Contractors Protective, Contractual and/or
Completed Operations i is ■
AGGREGATE PRODUCTS
$ ,000
$ ,000
Single Limit Liability for Coverages checked above
AGGREGATE PRODUCTS
EACH OCCURRENCE
$ DDOI
$ 000
Cargo
EACH VEHICLE
EACH OCCURRENCE
$ ,000
$ 000
Workers' or Workmen's Compensation
Statutory
e Includes Goods or Products Warranty, Written Lease of Premises, Easement Agreement, Municipal Ordinance Agreement, Sidetrack Agreement, Elevator or
Escalator Maintenance Agreement only unless accompanied by specific endorsement providing additional Contractual Coverage.
POLICY NUMBER
YEAR, MAKE,TYPE OF BODY, LOAD CAPACITY X]eELowBEa (3WA NEIOPiION
IDENTIFICATION NUMBER
OWNED
EACH OCCURRENCE
is 10001$
AUTOMOBILES,
$
LAST 9
IF
81 CHEV EL CAMINO #639
DIGITS
1
COVERED
1 74 FORD VAN #521
SHOWN
POLICY NUMBER
Commercial Umbrella Liability
RETAINED LIMIT
AGGREGATE
EACH OCCURRENCE
is 10001$
$
I PART 11 ADDITIONAL INSURED ENDORSEMENT )tMApplicable rsi Not Applicable I
It is agreed that such insurance as is afforded by the coverages indicated by on "X" on the Certificate of Insurance above, also applies, effective on the daft shown, to the per-
son or organization named as an "Other Interest' below, as on additional Insured but only with respect to liability of the additional Insured arising out of the acts and
omissions of the named Insured. This extension of coverage does not apply to the liability of the additional insured arising either wholly or partly out of (1) his or IN own
negligence, or that of its agents or employees (except where the named insured is an agent or employee of the additional Insured), or (2) any defect of material, design, or
workmanship in anything of which he or it is the owner, lessor, manufacturer, mortgagee, or beneficiary.
It is further agreed that if any court shall interpret the language of this policy or this endorsement contrary to ib Intent to restrict the roversgg• to liability of the additional
i nwred arising only out of the ads and omissions of the named insared,then the limit of liability under such interpretation for automobile Ilabllity shall be the limits of bodily
i nlury liability and property damage liability specified by any motor vehicle financial responsibility law of the state, province, or territory In which the nomad Insured resides.
If there is no such motor vehicle financial responsibility law or if the liability arises from a source other than an automobile, the limit of the Company's liability hereunder shall
be $5,000 on account of bodily Injury sustained by one person in anyone occurrence and subject to this provision respecting each person, $10,000 on account of bodily injury
sustained by two or more persons in any one occurrence. The total liability of the Company for all damages because of all property damage sustained by one or more persons
or organizations as elle result at anyone occurrence shall not exceed $5.000.
This endorsement shall not operate to Increase the limits of the Company's liability under the policy.
(AL1 3TATE5 EACEPT 9EKrOMA ) It is hereby agreed that upon cancellation or ferminotlon of this policy of policies from any cause the
Company will mall11 11VV days notice in writing thereof to the other interest shown below.
OTHER CITY OF SAN JUAN CAPISTRANO OKLAHOMA CERTIFICATE, In the event of any material change in
INTEREST or Dimcallizi of said policies, the Compass will make w
32400 PASEO ADE LANTO ary
effort to notify the party to whom this certificate is issued of ruck
SAN JUAN CAPISTRANO CALIF 92675 change or cancellation, but the Comppany undertakes no respon-
+ si6ility by sawn .4 any failure w to h.
• ATTN: CITY CLERK ` J�/��
Countersigned is
is is NOT APPLICABLE IN TEXAS is i'y APPLICABLE IN iF%A5 Authorized Representative
Notice of cancellation of the primary coverage automatically terminates excess coverage. A breakdown of the primary limits and the excess limits will be
provided on demand.
56-0187 9 801271 PRINTED IN U 8 A. OQ 1
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puo16u3 . 1 soluodwo, Jq�puo uopuo-i spAolj
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oiwo}i1oD 'sala6uy sol
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'ADilod ayl ui of pa�ja}a sawi�awo^ sa6uoHDxa aDuornsul-ialui aio 6upmoljoi ayl
dM -MO InNvdnsN1 SddWdvJ
Spec Builders
22131 Bianco
Laguna Hills,
Re:
Gentlemen:
�C� 6�; JAI/Z ,�lll8 (�IIIUUjtlj�iZQ�%Zli
5 , •• i
32400 PASEO ADELANTO
.1
SAN JUAN CAPISTRANO, CALIFORNIA 92675
\
NONE 493.1 I71
" 1
September 17, 1981
California 92653
Interior Modifications to City Equipment Buildings
At their meeting of September 1, 1981, the City Council
awarded the Contract for interior modifications to City equipment
buildings to R. G. Construction.
Enclosed please find your Cashier's Check in the
amount of $7,300.00 from California First Bank, submitted as the
bid bond for the above-mentioned project.
Thank you for submitting your bid to the City.
Very truly yours,
MARY ANN HANOVER, CMC
City Clerk
MAH/cdc
Enclosure
cc: Director of Public works
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Pay to the order of SRec Builders
Bv. v_vIrIi7X/i/-Z-tI
Mary Ann n vel', City Clerk/
Deputy Ci y Treasurer, City'of
San Juan Capistrano
r
f
32400 PASEO AOELANTO
SAN JUAN CAPISTRANO. CALIFORNIA 92675
PHONE 491.1171
ol
September 3, 1981
R. G. Construction
2165 State Avenue
Costa Mesa, California 92627
Re: Award of Contract - Interior Modifications
of City Equipment Buildings
Gentlemen:
At their meeting of September 1, 1981, the City Council
awarded the contract for the interior modifications of City
equipment buildings to your company at a cost of $35,771.25.
Enclosed are two copies of'the contract. Please sign
and date both contracts and return the "City Copy" to this office
along with all required bonds and insurance. The contract
documents are to be executed by your company within 15 days of
this notice.
I am enclosing Pages 14, 23, and 24 of the bid document
which cite the City's requirements for bond and insurance amounts.
These requirements must be met as stated before the contract is
effective.
If I can be of any help to you, please do not hesitate
to call. Thank you for your cooperation.
Very truly yours,
MARY ANNANH O R CMC
City Clerk
MAH/cdc
Enclosures
cc: Director of Public Works
Administrative Services
A/zr/urr�r�r�r>za
32400PASEO ADELANTO
SAN JUAN CAPISTRANO. CALIFORNIA 92675
PHONE 693.1171
i
August 20, 1981
G. E. Leach Construction
P. O. Box 206
Trabuco Canyon, California 92678
Re: Award of Contract - Interior Modifications
of Existing Equipment Buildings
Gentlemen:
At their meeting of August 18, 1981, the City Council
re -scheduled the awarding of the above contract to the
September 1st meeting. Copies of the Agenda and Staff reports
will be forwarded to you prior to the meeting.
If you have any questions, please do not hesitate to
give me a call.
Very truly
yours,
(i
te-Z--
MARY ANN HANOVER, CMC
City Clerk
MAH:ol
cc: R. G. Construction
Diversified Manufacturing & Engineering
Roland Olsen Construction
Diversified Builders
Meridian Construction
Resnik Construction Company
Spec Builders
Director of Public Works
:02400 PAST AO6I."64
SAN J AN CAPISTRANO, CAIwIFORN
i HON E:40.71ti117�
January 13, 1982
R. G. Construction
2165 State Avenue
Costa Mesa, California 92627
Gentlemen:
92675
Re: Completion of Modification of Vehicle
Storage Building
The letter sent to you yesterday with payment
schedules for the vehicle storage building project was in
error, as I am sure you are aware.
Payments in the amount of $32,194.13 have been
paid to your company previously, the amount currently owed
is the 10% retention of $3,577.12, which may be paid on
January 25, 1982. Please excuse the error.
Thank you for your cooperation.
Very truly yours,
MARY ANN HANOVER, CMC
City Clerk
MAH/na
cc: Director of Public Works
Administrative Services
Accounts Payable
72400 PASEO ADELANTO
SAN J N CAPISTR.ANOCALLFORNI 92675
O�HON�
January 12, 1982
R. G. Construction
2165 State Avenue
Costa.Mesa, California 92627
Re: Completion of Modification of Vehicle Storage
Gentlemen:
Enclosed is a copy of Resolution No. 8.1-12-15-1,
which was adopted by the City Council at their meeting of
December 15, 1981. The Resolution accepts the work completed
for the modifications to an existing vehicle storage building
located in the City Hall area in the amount of $35,771.25.
The Council directed that the balance due in the
amount of $14,400.00 be payable immediately. The 10% retention
will be payable upon 35 days from recording of .the Notice of
Completion. The Notice was recorded on December 21, 1981;
therefore, the final payment in the amount of $17,794.13 may
be released on January 25, 1982.
Thank you for your cooperation.
Very truly yours,
MARY ANN 4ANOVER, CMC
City Clerk
MAH/na
Enclosure
cc: Director of Public Works
Administrative Services
Accounts Payable
1
1
1
1
1
CITY OF SAN JUAN CAPISTRANO
Co
ORANGE COUNTY
STATE OF CALIFORNIA
PLANS, SPECIFICATIONS,
SPECIAL PROVISIONS
AND
CONTRACT DOCUMENTS FOR
THE INTERIOR MODIFICATIONS
OF EXISTING EQUIPMENT BUILDING
JULY, 1981
C
v
CITY COUNCIL
PHILLIP R. SCHWARTZE, MAYOR
ANTHONY L. BLAND KENNETH E. FRIESS
LAWRENCE F. BUCHHEIM GARY L. HAUSDORFER
W. D. MURPHY
DIRECTOR OF PUBLIC WORKS
G. M. LOHNES
CITY ENGINEER
T✓
1
1
1
1
1
1
1
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1
1
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1
4 i
TABLE OF CONTENTS
TITLE PAGE
CONTRACT DOCUMENTS
NOTICE INVITING BIDS . . . . . . . . . . . . . . . .
I.
BID PROPOSAL . . . . . . . . . . . . . . . . . . . .
4
SCHEDULE OF WORK ITEMS . . . . . . . . . . . . . . .
6a
NON -COLLUSION AFFIDAVIT . . . . . . . . . . . . . .
. 7
DESIGNATION OF SUB -CONTRACTORS . . . . . . . . . . .
9
INSTRUCTION TO BIDDERS . . . . . . . . . . . . . . .
10
CONTRACT . . . . . . . . . . . . . . . . . . . . . .
16
BID BOND . . . . . . . . . . . . . . . . . . . . . .
19
FAITHFUL PERFORMANCE BOND (SAMPLE) . . . . . . . . .
20
LABOR AND MATERIAL BOND (SAMPLE) . . . . . . . . . .
21
SPECIAL PROVISIONS
WORK TO BE DONE . . . . . . . . . . . . . . . . . . 23
STANDARD SPECIFICATIONS . . . . . . . . . . . . . . 23 - 24
TERMS DEFINED . . . . . . . . . . . . . . . . . . . 24
INSURANCE AND OVERHEAD COSTS . . . . . . . . . . . 24
PROTECTION OF EXISTING UTILITIES . . . . . . . . . 24
SPECIAL PROVISIONS OF ITEMS OF
WORK AND METHOD OF PAYMENT . . . . . . . . . . . . . 25
DETAIL SPECIFICATIONS . . . . . . . . . . . . . . . 28
1�S,�L �SECEC!1'f4AGR.: Ti. yA �li LS F
=NTFIZIC)W MDDIFICA'Tif)mc,_ r-Ai)ip_ RI_h-
'Pert-it=i-VF? Contract ward Date:
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(171y� 61-31-539-0
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$3a_-50�Q- I !
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9077
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c61 C
*S ro1� t)N-g PLAMM AND SPECIFICATIONS
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PROOF OF PUBLI4WON
(2015.6 C.C.P.)
STATE OF CALIFORNIA, R E C E
County of Orange JUL Zu _
City of San Clemente C;
-
SA
CAF"
I am a citizen of the United States and a resident
of the County aforesaid; I am over the age of
eighteen years, and not a party to or interested
in the above -entitled matter. I am the principal
clerk of the printer of the San Clemente Sun -Post
a newspaper of general circulation printed and
DAILY
published............................................................... ..
... in the City of San Clemente
County of Orange, and which newspaper has been
adjudged a newspaper of general circulation by
the Superior Court of the County of Orange, State
of California under the date of March 11, 1060,
Case Number A9140;
that the notice, of which the annexed is a printed
copy (set in type not smaller than nonpareil), has
been published in each regular and entire issue of
said newspaper and not in any supplement thereof
on the following dates, to -wit:........
July 16 and 23
all in the year 19....81
I certify (or declare) under penalty of perjury
that the foregoing is true and correct.
Dated at San Clemente, California, this
23rd day of July ...................----....... 19...81..
Signature
SAN CLEMENTE PUBLISHING CORP.
1542 North El Camino Real - P.O. Box 367
San Clemente, Calif. 92672 - Phone 714192-5121
This space * the County Clerk's Filing Stam"
Proof of Publication of
NOTICE INVITING BIDS
................. .................................... _......