1979-0207_ROLAND OLSON_Agreement '4• � '� ' �~� a� I3333as 913
RECORDED AT THE REQUEST OF EXEMPT RECORDING FEES EXEMPT DUE TO
AND RETURN TO: C 9 GOVERNMENT CODE SECTION 6103
City of San Juan Capistrano
Office of the City Clerk —
32400 Paseo Adelanto Mary Ann anover, City Clerk
San Juan Capistrano, CA 92675 City of an Juan Capistrano, CA
NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN that the contract heretofore awarded by the
City Council of the City of San Juan Capistrano, California, to
Roland Olsen, P. O. Box 965, San Juan Capistrano, California, 92693 ,
who was the company thereon for doing the following work, to wit:
REHABILITATION OF SAN JUAN HOT SPRINGS DANCE HALL
That ,said work was completed by said company according to plans and
spec "flications and to the satisfaction of the City Engineer of the
City -0f San Juan Capistrano, and that said work was accepted by the
City ,Counbil of the City of San Juan Capistrano, at a regular meeting
therenf*eld on the 7th day of February 1979 , by Resolution
No. 7rr 2-7-6
That upon said contract the American Fidelity Fire Insurance Company
was surety for the bonds given by the said company as required by law.
Dated at San Juan Capistrano, California, this 8th day of
February 1979 .
RECORDED IN OFFICIAL RECORDS
OF.ORANGE COUNTY, CALIFORNIA
J
9:05 A.M. fE8 :� 1879
Mary Ann nover, City Clerk of
LEE A.BRANCH,County Recorder the Cit of San Juan Capistrano
STATE OF CALIFORNIA )
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 8th day of February 1979
(SEAL)
Mary An nov r, City Clerk of
San Ju Capistrano
CONTRACT
This contract is made .and entered into by and between the CITY OF SAN
JUAN CAPISTRANO, hereinafter referred to as City and
ROLAND OLSEN 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 Instruction to
Bidders, the Proposal, . the Bid Bond, the Non-Collusion Affidavit, 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 , resolutions adopted by the City
Council pertaining to the work, insurancd policies and certificates,
and any supplemental written agreements 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 necessary to perform
and complete in good and workmanlike manner the construction of
the Hot Springs Dance Hall Rehabilitation
in strict conformity with the Plans , Specifications and all other
contract documents , 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 prcposal at the time and in the manner set
forth in the Specifications.
FOURTH. CCDTIENCEMENT AND COMPLETION OF THE WORK. CONTRACTOR agrees
to begin and complete the work within the time specified in the Notice
Inviting Bids. It is agreed that it would be impracticable and extremely
difficult to fix the actual amount of damages , and loss sustained by
-15-
1
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
9
damages , may be granted as provided in the Specifications .
FIFTH. PERFOP24ANCE BOND AND LABOR AND MATERIAL BOND . Contractor
agrees to furnish ,bonds guaranteeing the performance of this contract
and guaranteeing payment of all labor and material used under this
contract, as required by the laws of the State of California, 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 con- f
ditioned on full and, complete performance of the contract, guaranteeing
the work against faulty workmanship and materials for a period of one
(1) year after completion and acceptance. The Labor and Material Bond
shall be' for an amount of One Hundred Percent (100%) of the amount of
i
this contract and shall be conditioned upon full payment of all Labor
and Material entering into or incidental to the work covered by this
contract. CONTRACTOR agrees to furnish the bonds on the forms found y
within the Specifications .
SIXTH. GENERAL PREVAILING PATE OF PER DIEM WAGES . The general
prevailing rate of per diem wages and general prevailing rate for holiday
and overtime work, in the locality in which the work is to be performed, '
for each craft, classification or type of workman needed to execute the
contract, have been determined by CITY, in Resolution No. 76-11-17-3
which is on file at the office of the- City Clerk, City Hall , 32400
Paseo Adelanto, San Juan Capistrano, California, and is hereby incor-
porated herein and made a part hereof. CONTRACTOR agrees that he , or j
any SUB-CONTRACTOR under him, shall pay not less than the foregoing
specified prevailing rates of wages to all workmen employed in the 1
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 extent as though set forth herein
and shall be complied with by CONTRACTOR. These include, but are not
limited to, the stipulation 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
calendar day during which such workman is required or permitted to
work more than eight (8) hours in violation of the provisions of
Article Three, Chapter One, Part Seven, Division Two of the California
Labor Code, except as permitted by law.
NINTH. CONTRACT AMENDMENTS . The amendments to the plans and
specifications set forth in the letter dated May 3 , 1978 , from W. D.
Murphy, Director of Public Works/City Engineer, attached hereto and
approved by the City Council action of May 17 , 1978 , are incorporated
herein as if set forth in full.
IN WITNESS WHEREOF, this contract is executed by the duly auth-
orized agent (s) of CITY, pursuant to Council action, and by CONTRACTOR
on the date set before the name of each.
DATED: May 17, 1978 CITY. OF SAN JUAN CAPISTRANO
BYE-�Cr✓ 1�,,
KENNETH E. FRIESS, MAY R
CITY CLERK
Dated: S / b CONTRACTOR
By J()G ? "'_
APPROVED AS TO FORM: ROLAND OLSEN
(j14:mes S . CityyALtorncy -17--
i
The motion carried by the following vote:
AYES: Councilmen Iiausdorfer, Schwartze, Thorpe
and Mayor Friess
NOES: None
ABSENT: Councilman Buchheim
The Resolution accepts the work as completed and directs the
City Clerk to forward the Notice of Completion to the County
Recorder within 10 days; payment is authorized to Roland
Olsen in the amount of $3,737.78, with the 108 retention
authorized for payment 35 days after recordation of the
Notice of Completion.
ADMINISTRATIVE ITEMS
DIRECTOR OF COMMUNITY PLANNING AND DEVELOPMENT
1. MEREDITH CANYON LANDSCAPING STATUS
REPORT, TRACT 8087 AND 8319
(85) With the consensus of Council, the status report dated
February 7, is ordered received and filed.
2. INITIATION OF GENFRAL PLAN AMENDMENT 79-2
(GLENDALE FEDERAL SAVINGS AND LOAN)
(46) It was moved by Councilman Thorpe, seconded by Councilman
Hausdorfer and unanimously carried to include the proposed _
Glendale Federal project within General Plan Amendment 79-2.
A report dated February 7, 1979, was provided by the Director
of Community Planning and Development.
DIRECTOR OF PUBLIC WORKS/CITY ENGINEER
1. PEDESTRIAN/BIKE PATHS AT GANADO ROAD
FEASIBILITY REPORT
(62) Council received copies of a report dated February 7, 1979,
from the Director of Public Works providing preliminary
cost estimates for a pedestrian/bikeway on Ganado Road.
Authorization for Expenditure:
It was moved by Councilman Thorpe, seconded by Councilman
Schwartze and unanimously carried to authorize staff time
and the expenditure of up to $2,000 in materials to provide
a temporary path in the curve area of Ganado Road.
2. POLICY FOR OCCUPANCY PERMITS AND
PUBLIC IMPROVEMENTS
(69) Written Communications:
1) Report dated February 7, 1979, from the Director of
Public Works forwarding various forms of release for
occupancy permits as provided to developers.
Council Discussion:
Mayor Friess suggested that the City should formulate a
specific policy so that meeting final requirements is
agreed to between the developer and the buyer. Councilman
Thorpe noted City requirements should include conditions
for clearing and cleaning of streets at the time model
homes are open. Mayor Friess noted the slope erosion in
the Los Corrales development and cited concerns that buyers
and potential buyers are not being notified that a landscape
-14- 2/7/79
1.0. CLAIM FOR DAMAGES, SERRA TREATMENT PLANT
(35) The Claim filed on January 17, 1979, by Alexander Bowie on '
behalf of the South East Regional Reclamation Authority for
damages to the SERRA Treatment Plant allegedly occurring
on Octot>or 17, 1978, in the approximate amount of $3,000, is
denied and referred to the City's insurance carrier, Carl j
Warren and Company.
11. CLAIM FOR BENEFITS - ORANGE COUNTY
EMPLOYEES RETIREMENT SYSTEM
(35) The Claim filed on January 12, 1979, by the County Counsel
on behalf of the County Employees Board of Retirement, in
the amount of $108,177.27, is denied and referred to the
City's insurance carrier, Dan Gorman Insurance.
{
- 12. ACCEPTANCE OF IMPROVEMENTS AND LETTER �
OF CREDIT_T1'�ACT 9795 (LOVE)
(38) The public improvements for Tract 9795 are accepted, as well
(BS) as the Letter of Credit dated January 10, 1979, from American
State Bank, submitted on behalf of Jack Love, in the amount of
$44,000. The Letter of Credit provides $34,000 for maintenance {
of public streets and $10,000 for completion of landscaping
and will expire on February 21, 1980. Staff is authorized
to release the Letter of Credit upon its expiration.
i
13. A.C. 78-9 - HEARING DATE FOR APPEAL OF PLANNING 1
C0I4MIS5 TON DECISION (HGMd FE_DER,L SAVINGS A D
LOAN ASSOCIATION)
(68) A Public Hearing is to be scheduled for February 21, 1979,
on the appeal of the Planning Commission decision of January 9,
1979, filed by Home Federal_ Savings and Loan Association on
January 30th.
SAN JUAN HOT SPRINGS DANCE HALL -
NOTICE OF COMPLL'PION AND FINAL REPORT
(23) Written Communications:
(1) Report dated February 7, 1979, from the Director of
Public Works advising that the rehabilitation of
the San Juan Hot Springs Dance Hall has been completed
by the contractor, Roland Olsen, of San Juan Capistrano.
Payment status is as follows:
Total Project Costs $1.72.,656.09
Less 108 Retention 17,265.61
Previous Progress Payments 155,390.48
Total due to Date $ 3,737.78
(2) Letter dated February 1, 1.979, from Roland Olsen
providing a listing of corrected items and requesting
consideration of release of the 108 retention at this
time.
Acceptance of Work: 'I
Following discussion, it was moved by Councilman Hausdorfer,
seconded by Councilman Schwartze and unanimously carried that
the following Resolution be adopted:
f
RESOLUTION NO. 79-2-7-6, COMPLETION OF SAN JUAN
HOT SPRINGS DANCE HALL - 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 REHABILITATION OF THE SAN
JUAN HOT SPRINGS DANCE HALL
-13- 2/7/79
AGENDA ITEM February 7 , 1979
TO: James S. Mocalis , City Manager
FROM: W. D. Murphy, Director of Public Works
SUBJECT: Final Report and Notice of Completion - San Juan
Hot Springs Dance Hall
SITUATION
The work for the San Juan Hot Springs Dance Hall has been completed
by the contractor, Roland Olsen. The following is a breakdown on
the final costs for the project:
Total Construction Costs $172 , 656 . 09
Less 10% Retention 17, 265 . 61
Total Due 155,390 . 48
Previous Payment 151 , 652 . 70
Balance due $ 3 , 737 . 78
The work has been accepted as complete by the City Engineer.
FINANCIAL CONSIDERATIONS
The final costs are within the budgeted amount for this capital
project.
ALTERNATE ACTIONS
1. Accept the project as complete.
2. Do not accept the project as complete.
3 . Request further information from staff.
RECOMMENDATION
By Resolution, determine that the work has been completed on the San
Juan Hot Springs Dance Hall and accepted by the City Engineer;
direct that within ten (10) days from the date of acceptance a
Notice of Completion be recorded by the Orange County Recorder.
The total amount of work performed under the contract is
$172 , 656 . 09; the ten percent retention is to be paid 35 days
after recordation of Notice of Completion.
Respectfully submitted,
LW. D. G �� �
W. D. Mur h 10000_
EncWDMl. C/rem FUR CITY OUNCIL AGENDA .0 I v
Encl. ....
• RESOLUTION NO. 79-2-7-6
COMPLETION OF SAN JUAN HOT SPRINGS DANCE HALL
f
A RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF SAN JUAN CAPISTRANO, CALIFORNIA, DECLARING
WORK TO BE COMPLETED AS TO PLANS
t
AND SPECIFICATIONS FOR THE REHABILITATION OF
THE SAN JUAN HOT SPRINGS DANCE HALL
WHEREAS, on the 17th day of May, 1978, the City of
San Juan Capistrano entered into a contract with Roland Olsen for
the rehabilitation of the San Juan Hot Springs Dance Hall; 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 $172,656.09.
SECTION 3. That the work is hereby accepted and
approved.
SECTION] 9. 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 7th day of
February 1 1979 , by the following vote, to-wit:
AYES: Councilmen Hausdorfer, Schwartze, Thorpe
and Mayor Friess
NOES: None
ABSENT: Councilman Buach_heim
KENNETH E. FRIESS, MAYOR '
ATTEST:
CITY CLEj2 1
i
STATE OF CALIFORNIA )
COUNTY OF ORANGE ) ss.
CITY OF SAN JUAN CAPISTRANO ) -
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. 79-2-7-6 , adopted by
the City Council Of the City of San Juan Capistrano, California,
at a regular meeting thereof held on the 7th day of I
February 1979 '
(SEAL)
MARY ANN/HANOVER, CITY CLERK
I
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32409 PA-5811 SAN JA Fi�APISTRQNO.CALIFORrII 92675
NbNE 49,4+�17
THE CITY OF SAN JUAN CAPISTRANO HEREBY CERTIFIES AND
RELEASES FOR USE AND OCCUPANCY THE FOLLOWING:
Sflnr .TNfi tl /hro r .S'P /AALS S
C.7-Y 01 S;J .. 7"A-Al f.�o�snzsr.✓o
• ..t�EG�ERT70nl �t=-oH.eTi�rEif/T
3 2 50� /�f/SEO�UE<r9s�/To
Very truly yours,
CITY OF SAN JUAN CAPISTRANO
N. S. Cochran
Building & Grading Official
NSC: C➢IB/tm
6.75. 7u
h 1 J;rnn l n . u:rl 41 1-67 , 895 . 00
I U„i-' r 1 r� '? I', •� .,1 i.,;; n itl i, (�„I� .r ', 4 ,885 . 00
i
� 6 . 0:"I l':Ct, 1 !1'-i'
1.73 , 456 . 09
1 c.--;rt.h iron: Eioctrical leveled
by City 75 . 00
2 f ,:lectr:ical trt!nch by City 230 . 00
3 " back-fill by Ci.ty 85 . 00
4 j A .C . Patch by Cli.t;y 480 . 00
5 l'dat:er truck by City for grading 240 . 00
6 Cach advanccd to So . Cal . Cas Co . 1 , 366 . 75
7 R :place SSB Sa:�h glass not; shown on plan 168 .00
8 RepuCty S h 134 . 00
,
5
ureic; - 1 , 110 . 00 a 1 , 668 . 75
Overhead P 1.0%for 55 . 88 Profit 61- . 46 - ------�-- ---------[T7-. TF---
in Cnrtrrci. I'ric; 67�. 0 - -
ACCI F]ANCI.: DA IT:
7o-i;ll C( nir,t: t I"), nc:ceptrd by: f -M- 7`
Ittcc�llanrndr;l by: -79.17: ...
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' ,I':I;• I ,,,f I'h i;il'.I t'i. I1,11",
nlrl,l'ovhil U,)' :
8 •
AGENDA ITEM November 15, 1978
v
TO: James S. Mocalis , City Manager
FROM: W. D. Murphy, Director of Public Works
SUBJECT: Request For Time Extension - San Juan Hot Springs
Dance Hall - Change Order No. 3
SITUATION
Due to delay in delivery of the folding partition wall, the contractor,
Roland Olsen, is requesting a time extension. The folding partition
wall was added to the original contract by the City upon receipt of
additional grant funds . Delivery of the wall is scheduled for
December 5, 1978, with completion expected by December 15th.
Public Works recommends a sixty-one (61) day extension as a result of
the delay in the delivery of the partition wall. Attached is a letter
from Mr. Roland Olsen requesting the time extension.
FINANCIAL CONSIDERATIONS
The dance hall is scheduled to be dedicated on November 15, 1978 . The
contract will be complete, aside from the folding wall and therefore
can be used before the proposed completion date of the contract.
ALTERNATE ACTIONS
1. Grant the request for time extension to Roland Olsen.
2 . Do not grant the time extension to Roland Olsen.
3 . Request further study from staff.
RECOMMENDATION
By motion, grant the request for time extension to Roland Olsen for
sixty-one (61) days , extending the date of completion of the contract
to December 15, 1978.
Respectfully submitted,
� cu
W. D. r
W. D. Mur
WDM:RFC/rem
Encls.
FOR CITY COUNCIL AGENDA ,.... .
CONTRACT CHANCE ORDER •
Change: Order No. 3 Beginning Contract Date May 17 , 1978
D@ to November 8 , 1978 Contract Amount $ 167, 895
Project No. San Juan Hot Springs Dance Previous Change Orders $ 4 , 885
Hall Renovation
Location 32400 Paseo Adelanto This Change Order $ N
Adjusted Contract $ 172 , 780
Item Decreasn In Increase In
No. Description of Changes Contract Price Contract Price
1 Delivery of folding partition wall on -0- -0-
Change Order No. 2 is scheduled for
December 5, 1978 . Installation and
painting of wall will delay com-
pletion to December 15, 1978 .
i
. i
i
i
r
t
I
Change In Contract Price Due to This Change
Order $ —0— $ —0—
i
Net Change In Contract Price $ —0— $ —0—
TIME SCHEDULE: ACCEPTANCE: DATE:
Total Contract Days 120 Accepted by:
ROLAND OLSEN
Amount: Prior C.O. (s) 30 _
Reconmrendcd by: 11/8/78
11/sj78
Amount This C.O. 61 RICHARD CARNEIRO
Adjusted Contract Days 91
Dec. 15, 197
Ne�q Uat.c of Completion `^_ Rpprovcd by;
ROLAND OLSEN, General Contractor
CONTRACTOR STATE LICENSE 160-464 AREA CODE 714 493-4523
.rt... ...,... ..MAILING ADDRESS: P.O. BO% .65 ,...:.:A STurs IF +IAA. :-,,..r, ,:-.... ,,... . .. ....
4:1 965 SAN JUAN CAPISTRAN O, CALIFORNIA 92675
OFFICE ADDRESS: 32432 ALIPAZ ST., SUITE A • SAN JUAN CAPISTRANO, CALIFORNIA 92675
November 8 , 1974
William Murphy, City Engineer
Herbert S . Cochran , Building Safety Supervisor
City of San Juan Capistrano
32400 Paseo Adelanto
a San Juan Capistrano, Ca . , 92675
} Gentlemen :
I would like to request an extension of the time
limit on the Hot Springs Dance Hall for the following
reasons :
1 . The easement for the San Diego Gas & Electric Company
delayed the hook-up change over ;
2 . The contract for the So . California Gas Company de-
layed the installing of the gas main ;
3 . The A .C . Paving Contractor had to wait for the
availability of materials for the A . C . Paving ;
4 . The change order adding the folding partition to
the contract . The delivery of the folding partition
cannot be until December 5th and then it has to be
installed and painted .
For, these reasons I would req pest an extension to
December 15th , 1978.
All the other items should be completed in suf-
ficient time for the scheduled dedication.
Thank you for your consideration .
Sincerely ,
ROLAND OLSEN
State of Colifornia Deportment of Industrial R.lotions
Agriculture and Services Agency • . Division of Appientieeship Standards
EXTRACT OF PUBLIC WORKS CONTRACT AWARD
TO: California Department of Industrial Relations
Division of Apprenticeship Standards DAS USE ONLY
P. O. Box 603 PAW x __ ---
San Francisco CA 94101 Log date _- N/C [�
FROM: AWARDING AGENCY
City of San Juan Capistrano
Name
32400 Paseo Adelanto San Juan Capistrano, CA 92675
Address City State Zip
A CONTRACT TO PERFORM PUBLIC WORKS UNDER LABOR CODE SEC. 1777.5 HAS BEEN AWARDED TO:
Name of General Contractor Contractor's License Number
Roland Olsen B-1 160-464
Mail address (Street No. or P. O. Box) City San Juan- Zip code - elephone
P. 0. Box 965 Capistrano 92693 (714) 493-4523
Address or location of Public Works Site (include city and/or county)
32400 Paseo Adelanto, San Juan Capistrano, 92675 — County of Orange
Contract or Project Number Dollar amount of contract award
Hot Springs Dance Hall $167 , 895 . 00
Renovation
Starting date Completion date Number of working days
May 17 , 19' October 30 , 1978 115
'type of construction (Highway. school, hospital, etc.)
Renovation of Hot Springs Dance Hall New construction Alterations
Is language included in the Contract Award to effectuate the provisions of Section 1777.5, as required by the Labor Code?
V} Yes D. No
Is this the first extract of Public Works Contract Award you have sent to the Division of Apprenticeship Standards?
Fj�Yes ❑ No//
Signed by L / . C Title �ti' � !� Date 10/13Z78
Note: Submittal of this Extract satisfies the following requirement of Labor Code Section 3098, Chapter 4,
Division 3:
"An awarding agency whose public works contract falls within the jurisdiction of Section 7777.$
shall, within five days of the award, send a copy of the award to the Division of Apprenticeship
Standards.'
For further information, telephone 415-557-2950 (Public Works Contract Coordinator)
455 Golden Gale Avenue, San Francisco, Room 3230
DAS 13(R.�. )2'73)
AGENDA ITEM August 2, 1978
TO: James S. Mocalis, City Manager
FROM: W. D. Murphy, Director of Public Works
SUBJECT: Time Extension, Hot Springs Dance Hall
SITUATION
The contractor on the Hot Spring Dance Hall Project, Roland Olsen,
is requesting a time extension. Due to the present shortage of
concrete, the contractor is unable to perform to the construction
schedule. Attached is a letter of request from Mr. Olsen and a
letter from the concrete supplier. Both letters imply that there
is no anticipated time of concrete delivery.
Public Works recommends a one month extension to the dance hall
project as a result of insufficient quantities of concrete to
continue the project on schedule. This request for time extension
does not include a dollar adjustment, however, the cost of concrete
is increasing.
FINANCIAL CONSIDERATIONS
Concrete suppliers are required by the EPA to adhere to air quality
standards thereby reducing production of concrete considerably.
This reduction in supply has increased demand and the price of
concrete has risen $3 . 50 per sack over the past three months. The
present cost of concrete is $7 . 25 per sack.
ALTERNATE ACTIONS
1. Grant the request for time extension to Roland Olsen for one
month extending the date of completion to October 30, 1978 .
2. Do not grant the request for time extension on the dance hall
project.
3. Request further study.
RECOMMENDATION
By motion, grant the request for time extension to Roland Olsen for
one month extending the date of completion to October 30 , 1978 .
Respectfully submitted ,
LJ
opt-."k'
W. �. Murp
lB/rem
Encs. FOR CITY COUNCIL AGENDA
0*4064' -]c
Encl
lJ��
ROLAND OLSEN, General Contractor
CONTRACTOR STATE LICENSE 1 b0.4P4
P. 0. BOX 965,25952 AVE. MARIPOSA • SAN.JUAN CAPISTRANO,CALIFORNIA 92675 .®.aa..a.v v.....
July 11 ,1978
William Murphy City Engineer
City of San Juan Capistrano
32400 Paseo Adelantc
San Juan. Capistrano , Ca . 92675
Dear Mr . Murphy ;
I wish to request a time extension on the Hot Springs Dance Hall project ,
because of the unavailability of Concrete . ( See attached letter from
Lyman 's Ready Mixed Concrete . )
I had criginally had the drilling scheduled for July 5 , 1978 but could
not get a commitment for the delivery of the concrete , so I canceled the
drilling as the piles• wculd have to be poured as soon as the holes are
drilled .
As soon as I receive a date that concrete can be delivered , I will re-
schedule the drilling and will notify you.
Sincerely
6
Roland Olsen
LYS 3 E!'S Cc,A,f)`t-f 91:,r 7 r8 7 1CLiG717:1 11L 1C.
P. O. F30): 412
CAPISTRANO BEACH, CALIFOF:NIA 92G:24
July 5 , i97'
Mr. . Roland Olson
h.O. Bo' "55
San Ju.�.-, 'lapistrano,CA 92575
Dear Roland :
In reference to your request to sciLedule concrete for the City
of San Juan Capistrano at the Hot apri,i{ s Dance Hall project ,
at this time :!e are unable to give you a definite day or time
that we can furnish the concrete .
The cement shortage has made it impossible to mzake any firm
commitments , hor:ever the only deli-,cries we are making, are our
regular customers. We will servic,.� you as soon as the cement
availability permits . (approximately three to four creeks . )
Roland , we appreciate your busineso and hope you will bear with
us through this difficult time .
Thank you.
LYNiAN-!Z--READY--;+IIXE CONCnETE, IP7C.
(� R8'y Giacomini ,
President
RG/,nr
CONTRACT CHANGE ORDER f
Change Order No. 1 Beginning Contrac ate May 17 ,
1*978
Date August 2 , 1978 Contract Amount $ 167 ,895
Project No. Hot spring Dance Hall Previous Change Orders $ —0—
Renovation
Location 32400 Paseo Adelanto This Change Order $ —0—
Adjusted Contract $ —0—
Item Decrease In Increase In
No. Description of Changes Contract Price Contract Price
1 Due to unavailibility of concrete -0- -0-
one month extension to contract,
establishing October 30 , 1978 as
the completion date for the project.
i
I
i
Change In Contract Price Due to This Change
OrderNet Change In Contract Price $ -- $ --'
TIME SCHEDULE: ACCEPTANCE: DATE:
Total Contract Days 120 Accepted by:
Roland Olsen
Amount Prior C.O. (s) --
Reconunended by:
Amount This C.O. --
Adjusted Contract Days 30
New Date of Completion act. 30 , 197Approved by:
AGENDA ITEM May 17 , 1978
TO: James S . Mocalis , City Manager
FROM: W. D. Murphy, Director of Public Works
SUBJECT: Award of Contract For Rehabilitation of
Hot Springs Dance Hall
SITUATION
Following the preparation of the plans and specifications , on
February 21, 1978 bids were opened for this project. The City
received a single bid in the amount of $185, 520 . On March 15
the City Council rejected the bid and authorized the City Manager
to readvertise. On May 2 , two bids were received in the amounts
of $167 , 545 and $188, 459 , the low bid being from Roland Olsen,
General Contractor.
The City staff has reviewed the individual prices with the low
bidder, Roland Olsen, and has made several specification changes
which would result in savings on the project. Within the proposal
there were also additive items for consideration over the base
bid. In review of the specification changes for reductions, a
letter from Mr. Olsen dated May 11 , 1978 , reflects cost reduction
in the amount of $9 , 350.
Among the additive items , Mr. Olsen has quoted a modified #6, which
would include the installation of a unit kitchen in the facility
at a price of $1, 000 . Another important priority is item #9 , which
would supply the air conditioning system full and complete for the
facility. It is our appraisal that to supply this unit at a later
date would add $2 , 000 - $3 , 000 to this price of $8 ,700. In staff 's
appraisal of the other additive items, we feel these could be
deferred or reevaluated at a future date.
FINANCIAL CONSIDERATIONS
Within the 1976-77 , ' 77-78 , and 178-79 budgets, a total of $142 , 000
has been allocated to this project. These monies were approved
with an anticipated grant participation of $39 ,000 . Subsequent to
this approval we have received an additional grant in the amount
of $42, 000 , and are continuing to apply for other participative
grants . The City ' s participative share will be $103 ,000 , with
grant funds of $81, 000 which will generate the revenues necessary
for this project.
As a result of the cost negotiations we feel that two alternatives
should be considered:
FOR CITY COUNCIL AGENDA ... /
Award of Contract For Rehabilitation -2- May 17 , 1978
of Hot Springs Dance Hall
1) The base bid, adjusted with the cost savings and including
the modified kitchen . . . . . .
Base bid $167 ,545
Cost adjustment - 9 , 350
sub-total 158 ,195
Modified kitchen unit 1 ,000
$ 159 , 195
2) Alternate #1, including the air conditioning system. . . . . .
Alternate #1 159 ,195
Air conditioning 8 , 700
$ 167 , 895
ALTERNATE ACTIONS
1. Accept the modified base bid with cost reductions, including
an additive item of the kitchen unit; $159 ,195 .
2. Accept the modified base bid with cost reductions, including
the air conditioning system; $167 ,895.
3. Other adjustments of the base bid or additive items .
4 . Direction to staff for additional alternatives.
RECOMMENDATION:
By motion, accept the modified base bid with cost reductions,
including the air conditioning system in the amount of $167 , 895.
Respectfully submitted,
W. . .�Pk�
W. D. Murp y
WDM/rem
Encls.
i ;
I ROLAND OLSEN, General Contractor
CONTRACTOR STATE LICENSE 160-464 AREA CODE 714 493-4523
MAILING ADDRESS: P. O. BOX 965 • SAN JUAN CAPISTRANO, CALIFORNIA 92675
OFFICE ADDRESS: 32432 ALIPAZ ST., SUITE A • SAN JUAN CAPISTRANO. CALIFORNIA 92675
May 11 , 1978
William Murphy City Engineer
City os San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, Ca . 92675
Dear Mr. Murphy;
The Following are possible savings on the Hot Springs Dance Hall.
Change the Plumbing Specs and fixture schedule as listed by Capistrano
Plumbing. ( copy attached Deduct $ 2 , 450 .00
Flooring; Omit the Hardwood flooring and carpet area listed as Wood
flooring, carpet as per specs . . Deduct $ 4 ,000 . 00
If carpet is changed to samples as provided it 600. 00
Change Electric Fixtures to Prudential # 1454-48RS-PRWA for four, tube
fixtures adn Prudential 1452-48RS-PRWA two lite fixtures ,
Deduct $ 1 , 400 . 00
If Electric Pull-box is eliminated , Deduct approximately $ 900 .00
The total of the above items is $ 9 , 350 . 00
As we discussed by telephone , the Heating and Air Conditioning Contr.
stated that the system as designed on the revised plans is the cheapest
they can get it.
If there are any questions or further information needed , please con-
tact me .
Sincerely
Roland Olsen
Direct aU 'r. : to —
,► "',J • BOND NO. .73310((1903
6'35` Crr':,_' :a.; Sira2t EXECUTED IN TRIPLICATE Premium 1679 . 00
Los"Ange7e„ Ci ii% %ra 50057 Included
(913) 382-2168 FAITHFUL PERFORMAKC BOND
KNOW ALL MEN BY THESE PRESENTS: That
*CONTRACTOR
WHEREAS, The City of San Juan CapPistrano, a municipal corporation of I
Orange County, California , has awarded to ROUND OLSON GENERAL* License No.
hereinafter designated as °Principal ,' a contract for RENOVATION AND RELO-
CATION OF HOT SPRINGS DANCE HALT ; and
r] WHEREAS, said Principal is required under the terms of said contract to
j� furnish a bond for the faithful perfonnance of said contract.
NOW, THEREFORE, we,ROLAND as Principal ,
and AMERICAN FIDELITY FIRE INSURANCE COMPANY , as surety, are e d and firmly
bound unto the City of San Juan Capistrano, a municipal corporation of Orange County,
California, in the penal sum of ONE HUNDRED GrxTv GFVFN * DOLLARS
{$167, 895. 00 ) lawful money of the United States of America, for payment
of w ich sum, we 1 and truly to be made, we bind ourselves,
Yyour heirs, executors,
administrators and successors , jointly*and sevNDIEZ�HTYrHLJbD these
presents. AND N0/10
THE CONDITION OF THIS OBLIGATION is such that, if the hereby bounTden
Principal , his or its heirs , executors , administrators , successors or assigns , shall
in all things stand to and abide by and well and truly keep and perform all the
undertakings, terms , covenants, conditions, and agreements in the said contract and
any alteration thereof, made as therein provided, all within the time and manner therein
designated and in all respects according to their true intent and meaning, then this
obligation shall become null and void, otherwise it shall be and remain in full force
and virtue.
FURTHER, the said surety, for value received, hereby 'stipulates 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,
ektonsion of time, alterations or modifications of the contract documents or of
work to be performed thereunder,
IN WITNESS WHEREOF three (3) identical counterparts of this instrument,
?a��1 each of which shall for all purposes be deemed an original thereof, have been duly
&1 executed by the Principal and surety herein named, on the 12th day of ,
+rl 19 78 , the name and corporate seal of each corporate party being hereto of ixed
and these presents duly signed by its undersigned representative pursuant to authority
of its governing body.
ROLAND OOL�SENN GE
N
ERAL CONTRACTOR
R
� K.t2l C IP
i By
Aj� AN FIDELITY FIRS COMPANY
SURETY
By
ac ine Rhodes, Atty-in-Fact
-19-
STATE OF CALIFORNIA l
J(1 ss.
County of LOS ANGELES
On this day of JUS in the year 19_,
before me, a Notary Public in and for the County and State aforesaid personally appeared
-- -- -- JacqueUre Rhodes
known to me to be the person whose name is subscribed to the within instrument and
known to me to be the Attorney-in-Fact of AMERICAN FIDELITY FIRE INSURANCE
COMPANY, and acknowledged to me that he subsribed the name of the said Company
thereto as surety, and his own name as Attorney-' act.
�OOIIIifa1111r1rlapiprlrf t1lra IO a..I110arlala.O...e11
.o, OFFICIAL SEAL ----
%"` DON C. SORENSEN
NOTARY YUULIC.CAWORNIA NOTA
` r , � LOS ANGELES COUNTY
my Commu-sion Expires July 13, 1980
a:.,aea aa:eu.aeaeaaeaaeeaunanaaau+aaa urnuouauau
347 (11/73)
'Opp-
"' `1 '! ; .. , _ • ` BOND NO. 09#31001903
Cs '- EXECUTED 2N TRIPLICATE Premium
Los Hc�',- . ' �'� Included
LABOR AND MATERIAL. BOND
KNOW ALL MEN BY THESE PRESENTS: That
WHEREAS, the City of San Juan Capistrano, a municipal corporation of
Orange County, California, has awarded to ROLAND oLSEN
^;L'icense No. hereinafter designated as ' Principa ," a contract
for RENOVATION AND RELOCATION OF HOT SPRINGS DANCE HALL and
1 WHEREAS, said Principal is required to furnish a bond in connection
with the said contract providing that if said Principal , or any of his or its
sub-contractors , shall fail to pay for any materials, provisions, provender or other
supplies or teams used in, upon, for or about the performance of the work contracted
to be done, or for any work or labor done thereon of any kind, the surety or this
bond will pay the same. I
*COMPANY
NOW, TuFREFORE, we ROLAND OLSEN GENERAL CONTRACTOR, Principal , and
_
AMERICAN FIDELITY FIRE INS'.OD. a� s surety are held firmly bound unto the City of
San Juan Capistrano, a municipal corporation, in the penal sum of ONE HUNDRED SIXTY SEVEI
THOUSAND EIGHT )tLLARS (SiF�, a45 D� tr) , lawful money of the United States of
America, for payment of which sum we11 and uly to be made we bind ourselves , our
heirs, executors , administrators and successors , jointly and severally, firmly by
these presents. **HUNDRED NINETY FIVE AND NO/100 DOLLARS
r
THE CONDITION OF THIS OBLIGATION 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 other
supplies or equipment used in, upon, for or about the performance of the work
contracted to be done, or for any work or labor done thereon of any kind, or for
amounts due under the Unemployment Insurance Act with respect to such work or labor
as required by the provisions of Title 1 , Division 5, Chapter 3 of the Government
Code of California as amended, that the surety will pay for the same in an amount
not exceeding 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 persons, companies and corporations 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 bond.
FURTHER, the said surety, for value received, hereby stipulates 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
$i obligation on this bond and it does hereby waive notice of any such change, extension
of time, alteration or modification of the contract documents or of work to be
!� performed thereunder.
—20—
STATE OF CALIFORNIA
ss.
County of LOS ANGELES
On this day of -.�UL 12 1978 in the year 1g,,
before me, a Notary Public in and for the County andgrate aforesaid personally appeared
7aCqueline Rhodes
known to me to be the person whose name is subscribed to the within instrument and
known to me to be the Attorney-in-Fact of AMERICAN FIDELITY FIRE INSURANCE
COMPANY, and acknowledged to me that he subsribed the name of the said Company
thereto as surety, and his own name as Attornezz
OFFICIAL SEAL
� DON C. SORENSEN
+�^ NOTARY PUOLIO-CALIFORNIA —
�' LOS ANGELES COUNTY
My Comnussicn Expires July 13, 1980
ma u e uc[:a m c.m mG:m e ma{.uu G u mtYG uma aaOlmmmmamuuauo
347 111/731
J
IN WITNESS WHEREOF three (3) "identi6al counterparts of this instrument,
each of which shall for all purposes be deemed an original thereof, have been
duty executed by the Principal and surety herein named on the 12th day of
1975 The name and corporate seal of each corporate
party eing hereto affixed and these presents duly .signed by its undersigned {'
representatives pursuant to authority of its governing body.
z
ROLAND OLSEN GENERAL CONTRACTOR ;H
RIS
BY
BY
AMERICANNrIDELITY ETRE INS COMPANY
SURETI'
BC
y_
J c e ne Rhodes, Att �P
y-in-Fact
14,4.
1y .
4�
r
w:
fy�
l
N •
—21—
YSY
AMEIZICAN FWI]L.ITY FUZE INSUI*VCE COMPANY
WOODBURY, NEW YORK
POWER OF ATTORNEY
KNOW ALI, MEN BY THESE PRESENTS: That American Fidelity Fin Insurance Company, a Corporation in the State of
New York, having its principal office in Woodbury, State of New York, pr=rsuant to the following resolution, adopted by the
Board of Directors of the said Company on the 1Sth day of February, 1969, to wit:
"The President, or any Vice-President. or other officer designated by the Board Executive Committee shall have authority,
severally, to make execute and deliver a power of attorney constituting as Attorney-in-Fact such persons, firms or corporations
as such officers may select from time to time," does hereby make,constitute and appoint:
AL BARKER and/or.JACQUELINE RHODES and/or EDWARD SIMMS of LOS ANGELES, CALIFORNIA
its true and lawful attorney(s)-in-fact, with full power and authority hereby conferred in its name, place and stead, to sign,
execute, acknowledge and deliver in its behalf, and as its act and deed, as follows:
Specifically* and only on bonds executed having Guarantee indemnification of the SMALL. BUSINESS ADMINISTRATION
in an amount not exceeding $200,000.00, as to any one project, for or on behalf of this Company,in its business and in accor-
dance with its charter, and to bind AMERICAN FIDELITY FIRE INSURANCE COMPANY thereby,and all of the acts of said
Attorney-in-Fact, pursuant to these presents, are hereby ratified and confirmed.
IN WITNESS WHEREOF,the American Fidelity Fire Insurance Company has caused thesepresents to be signed by its President
and/or Vice-President, and its Corporate Seal to be affixed.
AMERICAN FIDELITY FIRE INSURANCE COMPANY
®rVT
_t om Luther H. Williarris,President
State of New York
ss.
County of Nassau
On this 21st day of January, 1977,before the subscriber,a Notary Public of the Slate of New York in and for the County
of Nassau drily commissioned and qualified, came Luther H. Williams of the American Fidelity Fire Insurance Company,to me
personally known to be the individual and officer described herein, and who executed the preceding instrument,and acknowl-
edged the execution of the same, and being by me duly sworn, deposed and said,that he is the officer of said Company aforesaid,
and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and the said Corporate Seal and
signature as an officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corp-
oration,and that the resolution of said Company,referred to in the preceding instrument,is now in force.
IN TESTIMONY WHEREOF, I have hereun' ret my hand, and affixed my official seal at Woodbury, New York the day
and year above written. -
,,,M cl�i�
yP%
Not Public—
ELIZABETH M. ROSELLE
NOTARY PUBLIC State of New York
No. 30-8643115
Qualified in Nassau County
`t Commission Expires March 30, 1978
State of New York
ss.
County of Nassau CERTIFICATE
I, the undersigned, Assistant Secretary of AMERICAN FIDELITY FIRE INSURANCE COMPANY, a stock corporation of
the State of New York,DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority
remains in full force and has not been revoked; and furthermore, that the Resolution of the Board of Directors,as set forth in
the Certificate of Authority,are now in force.
Signed and Sealed at the said Company,at Woodbury,New York,dated this day;h...j..2S7 .........................19
AsAstant Secretary
CA B/R/S 200 (1/7)
TUESDAY, MA , 1978 at 2 : 00 P.M.
(M.a.« vo mvi.+.+•r .� w� Y`0 * Yv �Y4n,w��aawM'ssisif.
RENOVATION AND RELOCATION OF HOT SPRINGS DANCE HALL
B IRD A0U T
skA%W-lew 6Qa5 .
2060 �.� u A S+p P&ShMNA1107
O(.A.JD qO_s�A) 1(p 7� STSG
�u.—r- SSS � ►3�.w.d �.._.
Roland Olsen •
• General Contractor
B I D P R 0 P O S A I.
For the REHABILITATION FOR Adv. DATES: April 3 , 1978
ADAPTIVE USE OF THE Bid DATE : May 2, 1978
HOT SPRINGS DANCE HALL
To the Honorable: City Council From Roland Olsen
City of San Juan Capistrano Contractor
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 proposal requirements , and hereby
proposes and agrees , if the proposal is accepted, to complete the said
construction in accordance with the contract documents , as defined in
paragraph 1-1 . 09 of the general provisions , in the time stated herein,
for the unit price or lump sum price given on the following pages of
this proposal , amounting to a total of :
was I IFigures
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 , apparatus , 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
on the drawings for the work.
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 120 days .
It is also understood by Bidder that the City of San Juan
Capistrano has the right to reject; this proposal or to award a con-
tract to the undersigned at the prices stipulated . If the proposal
is rejected , then the enclosed check or bid bond shall be returned to
the undersigned within thirty (30) days . If the proposal is accepted ,
and the undersigned fails to enter into a contract within fifteen (15)
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
-4-
Roland Olsen •
• General Contractor
undersigned to comply with the terms of this proposal ,
Accompanying this proposal is
( insert "$ cash", "cashier ' s check", "certified
d check" , or "bidder ' s bond" as the case may be) in an amount equal
to at least ten percent ( 10,x„) of the total bid .
i
The following is the name and place of business of the surety
r
company which will furnish the required bonds as surety if the work
is awarded to the undersigned :
American Motorists Insurance Co. Long Grove , Ill .
Licensed in accordance with an act providing for the registration
of contractors - License No .— B-1 160=464
Si.-nature of bidder /
Roland Olsen
--- ;enerbil onErac or
( 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 . )
Dated : May 2 , 1978 p 0 Box 965
32432 Alipaz St . Suite A
San Juan Capistrano, Ca 92675
Busing-;s address
k.
Pone number
i
i ;
w>
x
• Roland Olsen •
General Contractor
I 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 constitute his proposal for the
work called out herein.
Signature of Bidder 6at
• j.
IPhone Number
I
p
i
I
p
n
- • Roland Olsen •
General Contractor
ETD PROPOSAL (cont 'd)
Relocate , renovate and construct the Plot Springs Dance Hall
in accordance with the plans and specifications as promulgated
for the lump sum price of 7,,- E
00
ADDITIVE IThMS FOR BID
1 . Additional asphalt concrete in place for the unit
price of Q 54 .00
Per ton
2 . Grading , fill , compaction, A/C paving , striping and
curbs for additional parking area as indicated on
Sheet A-2 of contract drawings , for the lump sum
price of $_12 ,980_00-
3 . Additional floor joists , 16 ' in length , installed ,
for the unit price of $ T & M
per Joist---
4 . Window trim replacement in place for the
unit price of
-- 40 .00 ---�--'
per wjndutc
S . Scraping , cleaning, and painting building exterior
for the lump sum price of $ 2 .090 . 00
6 . Unit kitchen , installed , for the lump sum
price of 4_ 7 , 32n _on
7 . Folding partition wall , installed , for the lump �
sum price of $ 4 Rln _ On
S . Installation of cooling coils/per mechanical drawings
[� specifications additive to base bid for heating
system, for the lump price of $ au -Q-Q—
�I
M
Roland Olsen
• General Contractor •
9 . Installation of additive cooling coils , air cooled
condensing units , refrigerant piping , beating/
R cooling thermostats , G controls per mechanical
r
drawings and specifications , additive to base bid
For beating system, for the lump sum
{ price of -a• 7n0 nn
t.
i , 10 . Ceramic tile wainscot in bathrooms as alternative
to plastic laminate , for the lump sum
{ price of (add)
Ii
1
s
e
r,
r
i
Roland Olsen
DESIGNATION OF SUB-CONTRACIDS General Contractor •
Submit with Proposal I
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 following 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
S
name of the general contractor only. '
Item of Work Sub-Contractor Address Phone No .
l.. Concrete Roland Olsen P 0 Box 965) , LTC 492_L52 2
2• House Moving Snow Garden Grove
3
3. Rough Carpentry Roland Olsen sic 493-4F9't ;
y i
4. Plumbing Capistrano Plumbing SJC 49 =1521
5_ Electrical R . C . Electric Capistrano Beach 496-9343 _ g
to
6. Heating & Air- Custom Air Cond . Anaheim 828-2255
Conditioning
7 . —Qypsuffl Beate Western States Anaheim 630-7571 p
8.
Painting Frank Martin cnnnna ;3407T�•r—rn------
Gi
r
a
1
Roland Olsen
BIDDER' S NAME
r
AUT ORIZED SIGNATURE
q
O Fe]�
NON-COLLUSIOPVFFIDAVIT TO BE EXECUTED
BIDDER AND SUBMITTED WITH BID
STATE OF CALIFORNIA )
County of Orange )
ss .
_ _ Rnlan nlae"— being first duly sworn deposes
and says that he is __General Contractor___ of Roland 01 ;cin
General Contractor the party making the
foregoing bid; that such ii is—not made in the interest of or on bchc_lf
of any undisclosed person , partnership , company, association , organization ,
or corpor&t on; 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 anyone else
to puc in a sham bid , or that any one shall refrain `r_-om biddinc;; that
said bidder has not in any manner , directly or indirectly , sounht by
agreemt-nt , ruanur_ication or conference with any one to fin the hid
price or said bidder or or any other bidder , or to fin the bi.d price
of or cost clement of such bid price, or of that of ally othor bidder , or
to secure any advantvUe against the puhlic body uward_ing the contract.
of any one -interested in the proposed contract; that ail _,tatemcnts
conta:inod in such bid are true; and further , that said. bidder Ari-:; not
directly or indirectly , suLmitted his bid price qr any hrc_:;cdovL" thereof ,
or the, coIlt(ants t� aroof , oZ dlvulqu i information or ,.ntA rel-ntive
thereto , or paid and will not pay any fee in coanocti_o_z thorow0_h, to
any corporation , partnership , company , association , crganinaticn , hie
depository , or to any member or agent thcrcof, cr to any other itndi-
vidual except to any persue or persons as have a pa :tr ahip or oLlpor
; financial interest with said bidder in this general hi.alnc,_;s .
Roland 0 L ---,-_— --
By --
Subscribed and sworn to be:-ore me
this -�hd day of 19 §
_ c '-c-.,r %idsun --—
Notary Pu:alic i.n an '-c-.,r s _id Coty and Sta—
te
♦ OFFICIAL REAL
i • HILARY STRANDSTRA i
I
♦ i`®. ,. NOTARY PUBLIC - CALIFORNIA �
• ,�,_„, PRINCIPAL OFnCE IN
j. ORANGE COUNTY •
t{ • My Commission Expires Nov. 2, 1980 4
I
—7—
`- • (SAMPLE) - • ., „�
BID BOikD Bond No : 8SM 173 899
KNOW ALL MEN BY THESE PRESENTS, that we,
T rpRas Principal , and AMERICAN MOTORI S axis frig under
tTie laws off the State of ILLINOIS COMPANX and whose principal office is located in
the City of LONG GROVE , as surety are ,jointly and severally bound
unto the CITY OF SAN JUAN CAPISTRANO of Orange County, California, in the sum of
FOURTEEN THOUSAND AND N0/100 DOLLARS ($.14 0( 0 . 00 ) , lawful
money of the United States of America to be paid to the said CITY OF SAN JUAN
CAPISTRANO, for which payment well and truly to be made, we bind ourselves , our
heirs, successors , executors , administrators and assigns, jointly and severally,
by these presents.
THE CONDITION OF THIS OBLIGATION is such that whereas the Principal has
submitted the accompanying bid dated May 2 , 19 78 , for the construction
of Hot Springs Dance Hall for the CITY OF SAN JUAN CAPISTRAPIO,
Orange County, California.
NOW, THEREFORE, if the Principal shall not withdraw said bid within
thirty (30) days after the opening of same, and shall within fifteen (15) days after
the agreement has been presented to him for execution enter into a written contract
wikh the City in accordance with the bid as accepted, and if the Principal shall
give the required bond with good and sufficient sureties, or sureties for the
faithful performance and proper fulfillment of such contract and for the protection i
of laborers and maierialmen, or in the event of the withdraw] of said bid within the ?
periods specified, or the failure to enter into said contract and
p p give said band. ):
within the time specified, if the Principal shall within sixty (60) days after request
by the City, pay the City the difference between the amount specified in said bid and
the amount for which the City may procure the required work and/or supplies if the
latter amount be in excess of the former, then the above obligation shall be void and P
of no effect, otherwise to remain in full force and virtue.
IN WITNESS WHEREOF the above-bounden parties have executed this instrument
under their several seals this 2 day of May , 19 78 , the name and f?
corporate seal of each corporate party being affixed hereto and these presents duly t
signed by its undersigned representative pursuant to authority of its governing body.
I
Tvro Witnesses (if individual ) ROLAND OLSEN GENERAL CONTRACTOR k,
PRINCIPAL
j OFFICIAL SEAL ,(� 1
• ARY STRANDSTRA • By
•• ALIFORNIA
A7yT COo plm4wICE IN
ORANGE COUNTY ♦• Title {
f
� _MV Commission Expires Nov. 2, 1980
Title
SURETY
Corporate Seal
ATTEST By �1 r)CQ " J
i
Edward Simms
Title At t-orney—in—Fa(-t
Title
Corporate Seal
-18-
r"�.
STATE OF CALIFORNIA ss. '
POO COUNTY OF LOS ANGELES I
CMAY - 2 1978
ON 19 , before
mqANot r cin and for said State, personally appeared
vary f\ C-
♦•�`♦•♦•"•♦"•""" known to me to be the person whose name is subscribed to the ;(`♦ OFFICIAL SEAL
K. BOURQUE • within Instrument as the Attorney-in-Fact of AMERICAN \
• "� NOTAM' PUNUC-CAuFOkNIA MOTORISTS INSURANCE COMPANY, and acknowledged to
ONANCC`IOFF�NTM me that he subscribed the name of said Company thereto as
i MY Commwoe D*u Mry 17,1983 0 Surety, and his own name as Attorney-in-Fact.
y �
otary Pu
AMERICAN MOTORISTS IPf*ANCE COMPANY • "# 11
Home Office: Long Grove, IL 60049 companies!
comaemes
POWER OF ATTORNEY �J
Know All Men By These Presents:
That the American Motorists Insurance Company, a corporation organized and existing under the laws of the
State of Illinois, and having its principal office in Long Grove, Illinois, does hereby appoint ........
A. F. Barker, Jacqueline Rhodes and Edward Simms all of Los Angeles, Califor-
nia
its true and lawful agent(s) and attorney(s)-in-fact, to make, execute, seal, and deliver during the period begin-
ning with the date of issuance of this power and ending December 31, 1978, unless sooner revoked for and
on its behalf as surety, and as its act and deed: Any and all bonds and undertakings provided
the amount of no one bond or undertaking exceeds FIVE HUNDRED THOUSAND DOL-
LARS
EXCEPTION: NO AUTHORITY is granted to make, execute, seal and deliver any bond or undertaking which
guarantees the payment or collection of any promissory note, check, draft or letter of credit.
This authority does not permit the same obligation to be split into two or more bonds in order to bring each
such bond within the dollar limit of authority as set forth herein.
This appointment may be revoked at any time by the American Motorists Insurance Company.
The execution of such bonds and undertakings in pursuance of these presents shall be as binding upon the said
American Motorists Insurance Company as fully and amply to all intents and purposes, as if the same had been
duly executed and acknowledged by its regularly elected officers at its principal office in Long Grove, Illinois.
THIS APPOINTMENT SHALL CEASE AND TERMINATE WITHOUT NOTICE AS OF DECEMBER 31, 1978.
This Power of Attorney is executed by authority of a resolution adopted by the Board of Directors of said
American Motorists Insurance Company on May 15, 1939 at Chicago, Illinois, a true and accurate copy of
which is hereinafter set forth and is hereby certified to by the undersigned Secretary or Assistant Secretary as
being in full force and effect:
'VOTED. That the President or any Vice Presidenl or Secretary or any Assistant Secretary shall have power and authority to ap-
point agents and attorneys in fact, and to authorize them to execute- on behalf of the company, and attach the seal of the
company thereto, bonds and undertakings, recognizances, contracts of indemnity and other wnlings obligatory in the nature
thereof, and any such officer of the company may appoint agents for acceptance of process."
This Power of Attorney is signed, sealed and certified by facsimile under and by authority of the following
resolution adopted by the Board of Directors of the company at a meeting duly called and held on the 22nd
day of May, 1963:
'VOTED, that The signature of the President, any Vice President, Secretary or Assistanf Secretary, and the Seal of the Com-
pany, and the certification by any Secrelary or Assislant Secrelary, may be affixed by tacsirode on any power of attorney
executed pursuant to resolution adopted by the Board of Directors on May 16, 1962, and any such power so executed, sealed
and cerlified with respect to any bond or undertaking to which it is attached, shall continue to be valid and binding upon
the Company."
PROOF OF PUBLIMON This pace the County park's gig stamp
(2015.5 C.C.P.)
STATE OF CALIFORNIA, ( C F. V F.D
County of Orange �78
City of San Clemente
Proof of Publication, of
�cc INVTfRMA
I am a citizen of the!United States and a resident bdr be far.atgr
of the County aforesaid: I am over the age of
eighteen years, and not a party to or interestedi „y
In the above-entitled matter. I am the principal
r �l
clerk of the printer of the San Clemente Sun-Past
a newspaper of general circulation printed and ;.
published 110 41 It ...........
�_. ... 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, State1
of California under the date of Starch 11. 1°60,
Case Number A9140•
that th"otice, of which the annexed is a prated r "
copy (set in type not smaller than nonpareil), has y
been published in each regular and entire issue of
said newspaper and not is any supplement thereof 116
'Ale cisel4dINlAM [
on the following dates, to-wit: ______ dw* or
all in the year 19..E
I certify (or declare) under penalty of perjury
that the foregoing is true and correct. ?" " t�
Dated at San Clemente, California, this
F
1G%* dap of . oy 19_rttjjr ,
Sigaatare
SAN CLEMENTE PL'BLISHL`iG CORP. °
1542 North EI Camino Real - P.O. Bax 367
San Clemente, Calif. 02672 - Phone 714-492.5121
�� .
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NOTICE OF TRANSM1 1"riL - LEGAL PUBLICATIONS •
TO: Daily Sun-Post
Helen Nielsen, Legal
FOR PUBLICATION ON: Monday, April 3 , 1978 and
Monday, April 10, 1978
DOCUMENT(S) TO BE PUBLISHED: NOTICE INVITING BIDS -
Renovation and Relocation of
Hot Springs Dance Hall
PROOF OF PUBLICATION: Please send to:
Office of the City Clerk
City Hall
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
AUTHORIZED BY:
DATE: March 28 , 1978
Date sent to paper
Date proofed
Date published
Date affidavit received
Cost
1 • •
N O T I C E I N V I T I N G B I D S
Public notice is hereby given that the City of San Juan Capistrano
Will up to 2:00 p.m. on the 2nd day of May 19781
receive sealed proposals or bids for the RENOVATION AND RELOCATION
AW OF HOT SPRINGS DANCE HALL , in accordance with the approved plans
and specifications on file in the office of the City Clerk of the City
of San Juan Capistrano, City Fall, 32400 Paseo Adelanto, San Juan
Capistrano, California. Bids will be received until the time herein-
before 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
am!, bidder willbeforfeited to said City in the event such successful
bidder fails to enter intothe required contract within 25 days after
the written notice .that said contract has been awarded to him for the
work.
A pre-bid conference is scheduled for 10 :00 a .m. on the 20th day
of April 1978 , at the City offices . The contractor shall have
the opportunity for clarification or interpretation of any point or
points of question within the plans and contract documents or specifi-
cations . It is the contractor 's responsibility to be in attendance at
this conference to receive any information disclosed during the pro-
ceedings, for the City shall not disseminate any records of the con-
ference . Exclusive of written addendums and this pre-bid conference ,
the City shall not be responsible for any instructions, explanations ,
or interpretation of the plans , specifications, and contract documents
presented to the bidders in any manner.
The successful bidder, simultaneously with the execution of the
contract, will be required to furnish a faithful performance bond equal
-1-
�l
in the amount of one hundred percent (1007o) of the contract price and
a labor and materials bond equal in the amount of one hundred percent '
(100%) 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.
The successful contractor shall provide the engineer with a cost
breakdown of his bid upon award of the contract . This cost breakdown
shall be used as the basis for all contract negotiations during the
project .
A time limit of 120 consecutive calendar days has been set for the
completion of the work, from the date of execution of the contract . ^
r
-2-
•Aw
BIDDERS ARE HEREBY NOTIFIED THAT, pursuant to the labor code of
71 the State of California, the City of San Juan Capistrano has ascertained
and determined the general prevailing rate of per diem wages , and the
general prevailing rate for legal holiday and overtime work in the
locality in which said work is to be performed for each craft classifi-
cation or type of workman needed to execute the contract for said work,
which contract will be awarded to the successful bidder. The general
prevailing rates so determined are as hereinafter provided . Wages for
trades not specifically listed, and wages to be paid for overtime and .
holiday work shall not be less than the prevailing rates in Orange County.
Resolution 76-11-17-3, adopted by the City Council of the City of San Juan
Capistrano sets forth in detail said prevailing rates and other information.
Copies of plans and specifications are on file in the office of the
City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capi-
strano, California. Copies of the plans and specifications for use in
preparing bids may be obtained from 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 .00, non-refund-
able, is required for obtaining each set of plans and specifications .
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 .
This Notice is hereby given and published by order of the City
Council of the City of San Juan Capistrano, and is dated this 28th day
of March 1978 .
CITY CLZRK
CITY OF SAN JUAN CAPISTRANO
ORANGE COUNTY, CALIFORNIA
-3-
AGENDA ITEM March 15, 1978
TO: James S. Mocalis, City Manager
FROM: Thomas L. Baker, Director of Recreation
SUBJECT: REJECTION OF BIDS AND AUTHORIZE RE-ADVERTISING FOR BIDS -
REHABILITATION FOR ADAPTIVE USE (HOT SPRINGS DANCE MALL)
SITUATION:
On February 21, 1978 bids were opened for the Hot Springs Dance Hall
rehabilitation project. The one bid submitted was for $185,520 from
Miles and Kelley Construction Company, a figure that is $43,520 over
the budgeted amount.
The project calls for the Hot Springs Dance Hall to be relocated from
its present location to an area behind the Planning Department adjacent
to Descanso Park. The structure shall be rehabilitated to meet present
building code requirements while maintaining an accurate historical
appearance. Upon completion, the structure shall be used as offices for
the Recreation Department and as a recreation center with special emphasis
on Senior Citizen program. The Hot Springs Dance Hall is the number one
priority of both the Parks and Recreation Commission and the Cultural
Heritage Commission.
As this project is considered the number one priority of both the Parks
and Recreation and Cultural Heritage Commission, staff is asking that the
bid be rejected and that the City Manager be authorized to revise the plans
and specifications and readvertise for bids. The revised project will
provide for stages of development in order to comply with the budget. Items
to be temporarily deferred, depending on the bid, include the main folding
partition, the air conditioning unit, one-half of the parking lot, kitchen
units and exterior painting and scraping. These items will be bid separately
and added to the base project. The bid award will be based on any combination
of low base bid or selected alternates.
FINANCIAL CONSIDERATIONS:
A total of $142,000 has been allocated to the project within the five year
budget. Expenditures include $6,908.69 to Melvyn Green and Associates,
structural engineers and architects for the preparation of plans and speci-
fications. Other costs for soils investigations, a termite inspection, and
moving from Camino Capistrano have totaled $6,900.30. Total funds expended
to date are $13,808.99.
In addition to the budgeted funds, San Juan Capistrano has received grants in
the amount of $80,000 for the project. The Nejedly-Hart Park Bond grant for
FOR CITY COUNCIL AGENDA .. Y.`114.
Agenda Item
Rejection of bids
Page 2
$39,000 was included in the budgeted amount of $142,000. The $42,000 grant
from the Older American Act (Title V) was awarded recently and has not been
added to the budget. Should the bids again be over budget it may be necessary
to consider adding this amount to the budget, rather than using it to offset
budgeted funds. This would bring the total available funds to $184,000. Not
figured in this year's budget is $5,000 for landscaping which will also be
deferred temporarily.
ALTERNATE ACTIONS:
1. Reject the bid and authorize readvertising for bids based on a revised set
of plans and specifications.
2. Authorize award of bid to Miles and Kelley Construction Company in the
amount of $184,520.00.
3. Request further information.
RECOMMENDATION:
By motion, reject the bid from Miles and Kelley Construction Company and authorize
the City Manager to readvertise for bids for the rehabilitation of the Hot Springs
Dance Hall.
Respectfully submitted,
'2�
Thomas L. Baker
TB:PH:jh
AGENDA ITEM March 1, 1978
TO: James S. Mocalis, City Manager
FROM: Pamela Hallan, Administrative Aide
SUBJECT: Award of Contract for Rehabilitation for Adaptive Use
(Dance Hall)
SITUATION:
We have received one bid from Miles-Kelly Construction Company for the
rehabilitation of the Hot Springs Dance Hall building in the amount
of $185,520. We would like our consulting engineer and architect
to review this bid, so we are asking that action on accepting or
rejecting this bid be deferred until the next meeting.
FINANCIAL CONSIDERATION:
None
ALTERNATE ACTION:
1) Defer action until the bid can be reviewed by Melvyn Green and
Associates.
2) Request further information.
RECOMMENDATION:
By motion, defer action until the bid can be reviewed by Melvyn Green and
Associates.
Respectfully submitted,
Pamela Hallan
PH:pes
FOR CITY COUNCIL AGENDA ..
BID 0PFaW o
11 : 00 A . M . "
�T SPQ 1 MG L7ANC-r-- N-ALL-- - - --
BIDDE R AMOUNT
PROOF OF PUBLIftH This space We County Claws Piling Stamp
(20153 C.C.P.)
IRF OF III/FD
STATE OF CALIFORNIA, 11 e
n
FEe II 3 T_
County of Orange
City of Saes Clemente
Proof of Publication of
NOTICE INVITING BIDS
I am a citizen of the Vnited States and a resident 1107
of the County aforesaid; I am over the age of
eighteen years, and not a party to or interested `.
in the above-entitled matter. I am the principal
cleric of the printer of the San Clemente Sun-Post or
a newspaper of general circulation printed and s
Daily
published _
PIMchi
toe
�.... in the City of San Clemente
County of Orange, and which newspaper hese been
adjudged a newspaper of general circulation by 010" ' sane
the Superior Court of the County of Orange, State
Of California under the date of March 11, 1260,
Case Number A9140; ic'. f"
�c.: K
that th"otice, of which the annexed is a printed
copy (set in type not smaller than nonpareil), has 0e' `�,
been published in each regular and entire issue of s
said newspaper and not in any s+tpplemeat thereof
on the following dates, to-wit:
JanuarZ_26 and Februa
all in the year 19.78
I certify (or deelare) under penalty of perjury
that the foregoing is true and torrent `►
Dated at San Clemente, California, this
2nd�(ia7 of , February 19_2$
Signature (
111 N{
SAN CLEJLENTE PUBLISILNG CORP.
1542 North El Camino Real - P.O. Box 367
San Clemente, Calif. 92672 - Phone 714-492-5121 „
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ire 0q,m410
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H�1
OF TRANSMITTO- LEGAL PUBLICATIONS •
Daily Sun-Post
Helen Nielsen, Legal
BLICATION ON: Thursday, January 26, 1978 and
Thursday, February 2, 1978
NT(S) TO BE PUBLISHED:
NOTICE INVITING BIDS - RENOVATION AND RELOCAT.
OF HOT SPRINGS DANCE HA
OF PUBLICATION: Please send to:
Office of the City Clerk
City Hall
32400 Paseo Adelanto
y�San Juan
Capistrano, CA 92675
RIZED BY:
January 20, 1978
sent to paper
proofed
published
affidavit received
N O T I C E I N V I T I N G B I D S
Public notice is hereby given that the. City of San Juan Capistrano
will up to 11 :00 a.m. on the 21st day of February 1978,
receive sealed proposals or bids for the RENOVATION AND RELOCATION
OF HOT SPRINGS DANCE }LOLL , in accordance with the approved plans
and specifications on file in the office of the City Clerk of the City
of San Juan Capistrano, City Hall, 32400 Paseo Adelanto, San Juan
Capistrano, California. Bids will be received until the time herein-
before 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 intothe required contract within 25 days after
the written notice that said contract has been awarded to him for the
work.
A pre-bid conference is scheduled for 10: 00 a .m. on the 9th day
of February; 1978 , at the City offices . The contractor shall have
the opportunity for clarification or interpretation of any point or
points of question within the plans and contract documents or specifi-
cations . It is the contractor's responsibility to be in attendance at
this conference to receive any information disclosed during the pro-
ceedings, for the City shall not disseminate any records of the con-
ference . Exclusive of written addendums and this pre-bid conference ,
the City shall not be responsible for any instructions, explanations ,
or interpretation of the plans, specifications, and contract documents
presented to the bidders in any manner.
The successful bidder, simultaneously with the execution of the
contract, will be required to furnish a faithful performance bond equal
_1-
in the amount of one hundred percent (1000) of the contract price and
a labor and materials bond equal in the amount of one hundred percent
(1000) 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.
The successful contractor shall provide the engineer with a cost $'
i
breakdown of his bid upon award of the contract . This cost breakdown
shall be used as the basis for all contract negotiations during the S
project.
A time limit of 120 consecutive calendar days has been set for the
completion of the work, from the date of execution of the contract .
3.
-2-
t
BIDDERS ARE HEREBY NOTIFIED THAT, pursuant to the labor code of
the State of California, the City of San Juan Capistrano has ascertained
and determined the general prevailing rate of per diem wages , and the
general prevailing rate for legal holiday and overtime work in the
locality in which said work is to be performed for each craft classifi-
cation or type of workman needed to execute the contract for said work,
which contract will be awarded to the successful bidder. The general
prevailing rates so determined are as hereinafter provided . Wages for
trades not specifically listed , and wages to be paid for overtime and
holiday work shall not be less than the prevailing rates in Orange County .
Resolution 76-11-17-3 adopted by the City Council of the City of San Juan
Capistrano sets forth in detail said prevailing rates and other information.
Copies of plans and specifications are on file in the office of the
City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capi-
strano, California. Copies of the plans and specifications for use in
preparing bids may be obtained from 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 .00, non-refund-
able, is required for obtaining each set of plans and specifications .
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 .
This Notice is hereby given and published by order of the City
Council of the City of San Juan Capistrano, and is dated this 21st day
of December 1977,
CITY C, ERK
CITY OF SAN JUAN CAPISTRANO
ORANGE COUNTY, CALIFORNIA
-3-
AGENDA ITEM December 21 , 1977
TO : James S. Mocalis , City Manager
FROM: Thomas L. Baker, Director of Recreation
SUBJECT: APPROVAL OF PLANS AND SPECIFICATIONS AND CALL FOR
BIDS FOR RENOVATION AND RELOCATION OF HOT SPRINGS
DANCE HALL
SITUATION:
Staff is requesting authorization to advertise and receive bids
for the relocation and renovation of the Hot Springs Dance Hall.
The plans , specifications , and engineer ' s estimate have been
completed by Melvyn M. Green and Associates and are available in
the office of the Director of Recreation. The proposed improve-
ments incorporate the recommendations of the Parks and Recreation
Commission, Planning Commission, and Architectural Board of Review.
As proposed, the building shall consist of two rest rooms , two
offices , a small kitchenette , and a large meeting room that can be
divided with a sliding partition. The site plan calls for land-
scaping , a paved parking lot with 36 parking spaces , and appurtenant
sidewalks and access ramps for the handicapped. The site plan also
calls for an access walk and opening of the fence to Descanso Park
to link the dance hall with that facility. One of the major
features is that through research and design every reasonable effort
has been made to preserve the actual appearance of the Dance Hall.
FINANCIAL CONSIDERATIONS :
Total project costs have been estimated at $134 , 000 (see attachment
A) , well within the $142 , 000 budgeted by the City Council for the
project. To offset these costs , the City has been able to obtain
$80 , 000 in grant funds ; $37 , 974 has been approved through the
State Park Bond Act and $42 , 000 has been authorized from Title V
of the Older Americans Act. The latter was a grant specifically
earmarked for renovating older structures for senior citizen use.
In order to use the Title V funds , the project must be completed by
August 1 . For that reason it is necessary to call for bids as soon
as possible (see attached schedule) .
FOR CITY COUNCIL. AGENDA . .
Page 2
Agenda Item
Hot Springs Dance Hall
ALTERNATE ACTIONS :
1 . Approve plans and specifications and authorize advertisement and
receipt of bids for the renovation and relocation of the Hot Springs
Dance Hall.
2. Refer matter to staff for revision.
RECOMMENDATION:
By motion, approve plans and specifications and authorize advertise-
ment and receipt of bids for the renovation and relocation of the
Hot Springs Dance Hall.
Respectfully submitted,
Thomas L. Baker
TB : PH: jh
Attachments
Attachment A
ESTIMATED CONSTRUCTION COSTS FOR DANCE HALL PROJECT
(Senior Citizens Resource Center)
Building Renovation
Carpentry 12 ,500
Heating, ventilating, air conditioning 10 ,000
Electrical 6 ,250
Dry Wall, taping, ceiling 2 ,264
Paint and wall covering 1,479
Flooring 1 ,760
Carpeting 323
Insulation 594
Sliding partition 1 , 170
Doors and frames 1,098
Toilet partitions 443
Plumbing fixtures ( installed) 5 ,877
Stud wall 588
Steps 221
Kitchenette unit 1,000
Total 45 , 567
Site Preparation and Relocation
Clear and grub 11080
Site grading , reworking, and fill 3,000
10 25 ' x 16" piles 3 ,675
Concrete and grade beam 8 ,000
Site concrete 420
Moving 2 ,5UU
Sewer line 1 ,000
Site water 1 ,750
Total 21 ,425
Page 2
Costs
Parking Lot
Curbs 960
Paving 14 , 143
Bumpers 665
Striping 128
Total 15 ,896
Landscaping
ground cover 1 , 550
trees 1 ,220
Total 2 ,770
Total Costs 85 ,658
Overhead (10"/ of total) 8 ,565
Profit (5% of total) 4 ,282
Contingencies ( 15% of total) 12 ,848
Grand Total 111 ,353
Related Costs
Soils tests 1, 500
Termite inspection 75
Fumigation estimate 600
Architectural/Engineering 7 ,800
Total Project Costs 123 ,503
Attachment B
ESTIMATED CONSTRUCTION SCHEDULE
Activity Date
Call for Bids Dec . 21
Bid Opening Feb. 6
Award of Contract Feb. 15
Construction Begins Feb. 25
Construction Ends July 1
Building Opens July 15
�trec--ii i' torr^spocr'nnre `c —
AL 6;. (( a D' NDS
686 C.:r ;:d Iet Street • BOND NO. .73310((1903
Los Kn;;elea, California 90051EXECUTED IN TRIPLICATEPremium 1679 . 00
(219). 333.2168 Included
FAITHFUL PFPI=ORMANCC BOND
KNOW ALL t4EN BY THESE PRESENTS: That '
*CONTRACTOR
WHEREAS, The City of San Juan Capistrano, a municipal corporation of '
Orange County, California, Inas awarded to ROLAND OLSON GENERAL* License No.
hereinafter designated as "Principal , ' a cantrac-t fo-r—'IZENOVATION AND RELO-
CATION OF HOT SPRINGS DANCE HALL ; and
WHEREAS, said Principal is required under the terns of said contract to
furnish a bond for the faithful performance of said contract.
NOW, THEREFORE, we,R,OLAND as Principal ,
uT71
and AMERICAN FIDELITY FIRE IA'SURANCE a0tff ANY , as surety, are e d and firmly
bound unto the City of San Juan Capistrano, a municipal corporation of Orange County,
California, in the penal sum of ONE HUNDRED SIXTY SFVFn7 * DOLLARS
($167, 895. 00 ) lawful money of the United States of America, for payment
of which sum, well and truly to be made, we bind ourselves,
11yyour heirs, executors,
administrators and successors , jointly*THOUSANDIEI�HTYmHUNDR the epresents.
AND N0/1C
THE CONDITION OF THIS OBI_IGATION is such that, if the hereby bounlden
Principal , his or its heirs , executors , administrators , successors or assigns , shall
in all things stand to and abide by and well and truly keep and perform all the
undertakings, terms , covenants, conditions , and agreements in the said contract and
any alteration thereof, made as therein provided, all within the time and manner therein
designated and in all respects according to their true intent and meaning, then this
obligation shall become null and void, otherwise it shall be and remain in full force
and virtue.
FURTHER, the said surety, for value received, hereby stipulates and
agrees that no change, extension of time, alteration or modification of the contract
documents or of the '.pork 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 modifications of the contract documents or of
work to he performed thereunder.
IN WITNESS WHEREOF 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 named, on the 12t-h day of
19 78 , the name and corporate seal of each corporate party being hereto affixed
and these presents duly signed by its undersigned representative pursuant to authority
of its governing body.
ROLAND OLSEN GENE2AL CONTRACTOR
By
�c ,
By
AVIRIW FIDELITY FIRE INS ANY
SURETY
By
J c u ne Rhodes, Atty-in-Fact
-19-
STATE OF CALIFORNIA
ss.
County of LOS ANGELES
11'1
On this_ 12 1975_day of JUL in the year 19_,
before me, a Notary Public in and for the County and State f resaid personally appeared
f
known to me to be the person whose name is subscribed to the within instrument and
known to me to be the Attorney-in-Fact of AMERICAN FIDELITY FIRE INSURANCE
COMPANY, and acknowledged to me that he subsribed the name of the said Company
thereto as surety, and his own name as Attorney-in-Fact.
litlOa]aO1[11aaaO[[ItIH[a1[aitaAl[LailltaOl[IIIIpOI _
OFFICIAL SEAL -
P " DON C. SORENSEN
C401ARI PUBLIC CALIFORNIA
LOS ANGELES COUNTY — -- — —
NOTAR
My Commission Expires July 13,1980 S
NIt[flY[GIIatO[[t[G:11 t19[e]t e:¢Gf a 1[]iMlalp110U11i11
347 (11/73)
fte .,• _ • - BOND NO. 04-01001903
v
EXECUTED IN TRIPLICATE Premium
Included
LABOR AND MATERIAL. BOND
KNOW ALL MEN BY THESE PRESENTS: That
WHEREAS, the City of San Juhn Capistrano, a municipal corporation of
Orange County, California, has awarded to ROLAND OLSEN ii,, cQNTRACTQR _
License No. hereinafter designated as ' Prinpal ," a contract
for RENOVATION AND RELOCATION OF HOT SPRINGS DANCE HALL and
WHEREAS, said Principal is required to furnish a bond in connection
with the said contract providing that if said Principal , or any of his or its
sub-contractors, shall fail to pay for any materials, provisions, provender or other
supplies or teams used in, upon, for or about the performance of the work contracted
to be done, or for any work or labor done thereon of any kind, the surety or this
bond will pay the same. I
*COMPANY
NOW, TuFBEFORE, we ROLAND OLSEN GENERAL CONTRACTOR, principal , and
_
AMERICAN FIDELITY- FIRE INS.DD, , a� s surety are held firmly bound unto the City of
Tan Juan Capistrano, a municipal corporation, in the penal sum of ONE HUNDRED SIXTY SEVEI
THOUSAND EIGHTVLLARS (S_1 ) , lawful money of the United States of
America, for payment of which sum wel and truly to be made we bind ourselves , our
heirs , executors, administrators and successors , jointly and severally, firmly by
t(lese presents. **HUNDRED NINETY FIVE AND NO/100 DOLLARS
THE CONDITION OF THIS OBLIGATION; 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 other
supplies or equipment used in, upon, for or about the performance of the work
contracted to be done, or for any work or labor done thereon of any kind, or for
amounts due under the Unemployment Insurance Act with respect to such work or labor
as required by the provisions of Title 1 , Division 5, Chapter 3 of the Government
Code of California as amended, that the surety will pay for the same in an amount
not exceeding 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 persons, companies and corporations 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 bond.
FURTHER, the said surety, for value received, hereby stipulates 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
obligation on this bond and it does hereby waive notice of any such change, extension
- of time, alteration or modification of the contract documents or of work to be
performed thereunder.
-20-
g. .
ti
IlV WITNESS WHEREOF three (3)"intiEal counterpat of this instrument', ;
each of which shall for all purposes be deemed an original thereof, have been 1s
duly executed by the Principal and surety herein named on the 12th day of
1918 The name and corporate seal of each corporate
par y eing hereto affixed and these presents duly .signed by its undersigned
representatives pursuant to authority of its governing body. T '
ROLAND OLSEN GENERAL CONTRACTOR `it:
PRINCIPAL
BY
BY
AMERICAN FIDELITY- FIRE INS CE COMPANY _ r
SUR TY
' h
By
e=:
a u ine Rhodes, Atty-in-Fact
*''!.d
K:
.4
�y +
4
1 `
—21—
STATE OF CALIFORNIA
ss.
County of LOS ANGELES
On this day of ;!_ f� in the year 19_,
before me, a Notary Public in and for the County and State afo es id personally appeared
7acqueline Rhode
known to me to be the person whose name is subscribed to the within instrument and
known to me to be the Attorney-in-Fact of AMERICAN FIDELITY FIRE INSURANCE
COMPANY, and acknowledged to me that he subsribed the name of the said Company
thereto as surety, and his own name as Attorney-in-Fact.
'IIallaa]q]a:ael]a]aeIINleaO111eataerllltlre➢011eeeppN �----.___
OFFICIdL SEAL p
•. DON C.
SORE
NSEN
` .A-e#` RY POOLIC CALIFORNIA
LOS AN
My Commission ELES GoVNTY —
Y�Yeeaueau:a11WI1earencx;, Expoes Jul 3
°a6l Ipa Yf 1 ai1114Yiaapetlll/
347 (11/73)
AMERICAN IWELITY FIRE INSUP&CE COMPANY
WOODBURY, NEW YORK
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That American Fidelity Fire Insurance Company, a Corporation in the State of
New York, having its principal office in Woodbury, State of New York, pursuant to the following resolution, adopted by the
Board of Director; of the said Company on the 18th day of February, 1969, to wit:
"The President, or any Vice-President, or other officer designated by the Board Executive Committee shall have authority,
severally, to make execute and deliver a power of attorney constituting as Attomey4n-Fact such persons, firms or corporations
as such officers may select from time to time,"does hereby make,constitute and appoint:
AL BARKER and/or JACQUELINE RHODES and/or EDWARD SIMMS of LOS ANGELES, CALIFORNIA
its true and lawful attomey(s)-in-fact, with full power and authority hereby conferred in its name, place and stead, to sign,
execute, acknowledge and deliver in its behalf, and as its act and deed, as follows:
Specifically and only on bonds executed having Guarantee indemnification of the SMALL BUSINESS ADMINISTRATION
in an amount not exceeding $200,000.00, as to any one project, for or on behalf of this Company,in its business and in accor-
dance with its charter, and to bind AMERICAN FIDELITY FIRE INSURANCE COMPANY thereby,and all of the acts of said
Attorney-in-Fact,pursuant to these presents,are hereby ratified and confirmed.
IN WITNESS WHEREOF,the American Fidelity Fire Insurance Company has caused these.presents to be signed by its President
and/or Vice-President,and its Corporate Seal to be affixed.
Fes'' AMERICAN FIDELITY FIRE INSURANCE COMPANY
Luther H. Williams,President
State of New York l
ss.
County of Nassau )}
On this 21st day of January, 1977, before the subscriber,a Notary Public of the State of New York in and for the County
of Nassau duly commissioned and qualified, came Luther H. Williams of the American Fidelity Fire Insurance Company,to me
personally known to be the individual and officer described herein, and who executed the preceding instrument,and acknowl-
edged the execution of the same,and being by me duly sworn,deposed and said,that he is the officer of said Company,aforesaid,
and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and the said Corporate Seal and
signature as an officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corp-
oration,and that the resolution of said Company,referred to in the preceding instrument,is now in force.
IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my official seal at Woodbury, New York the day
and year above written.
r+m �F�
��� Not � Public
ELIZABETH M. ROSELLE
NOTARY PUBLIC,State of New York
"'ea ,",.,d�'
No. 30-8643115
Qualified in Nassau County
Commission Expires March 30, 1978
State of New York
ss.
County of Nassau CERTIFICATE
I, the undersigned, Assistant Secretary of AMERICAN FIDELITY FIRE INSURANCE COMPANY, a stock corporation of
the State of New York,DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority
remains in full force and has not been revoked; and furthermore, that the Resolution of the Board of Director;,as set forth in
the Certificate of Authority,are now in force.
Signed and Sealed at the said Company,at Woodbury,New York,dated this............day3q>;, �, .. C7�.._..., 19
F� �)�
"Ew Assistant Secretary
CA a/R/S 200 (1/7)
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UF K-NXI C i'S
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NIN3do Qr$ - -7 -TWd Tw aS
MEMORANDUM March 24 , 1978
TO: Administrative Services
FROM: Mary Ann Hanover, City Clerk
SUBJECT: City Council Actions of March 15, 1978
On March 15, 1978, the City Council took the following actions
on financial matters :
1. Approved the Warrants and City Treasurer' s Reports
as submitted.
Rejected the bid submitted by Miles and Kelley for
the Hot Springs Dance Hall and authorized the City
Manager to revise the specs and re-advertise.
3. Authorized an expenditure not to exceed $500 for
display ads to notify the public of flood damage
re-assessment availability.
4. Authorized an increase of $40,000 in the City 's
share of the Camino Capistrano Improvement Project
due to County withdrawal of CEFCAC funds.
5. Adopted Resolution 78-3-15-2, authorizing signatures
of Mayor Friess and Mayor pro tem Thorpe on City
bank accounts.
6. Adopted Resolution 78-3-15-3 , re investment of City
funds and signatures of Mayor and Mayor pro tem.
MARY ANN ,HANOVER
a
5
r 32-0 Z/ �
00 P.� 60!AGELANTG.; p
SAN JUAN dSAVISTRANO,CALIFORNIA 92675
�ICHONE 493�I 17,1
March 27, 1978
Miles and Kelley Construction
Company
1292 Cameo Drive
Tustin, California 92.680
Re : Hot Springs Dance Hall - Adaptive Use
Gentlemen :
At their meeting of March 15, 1978, the City Council
took unanimous action in respectfully rejecting the bid submitted
by your company for the relocation and rehabilitation of the Hot
Springs Dance Hall . Council also authorized revisions to the
plans and specifications and readvertising for bids for this
project .
At the present time, readvertising of the project is
scheduled for the end of this week with a tentative bid opening
date of May 2. The plans and specifications will be available
in this office if you wish to submit another bid. Thank you for
your cooperation.
Very truly yours,
(MRS) MARS ANN HANOVER
City Clerk
MAH/cj
cc : Tom Baker , Director of Recreation
Marty Bryant , Public Works Department
RENOVATION AND RELOCATION OF HOT SPRINGS DANCE HALL
$10. 0 non-refundable 45pEc1fltA71oNS f.DRAu11N60
c qe BID OPENING - May 2, 1978 at 2 : 00 P.M. , Tuesday
GAME ADDRESS PHONE ��Fs
� gLtl_R�tLzs._ _- a o 6 o EAST Vil 1A _ _ _ -19 a-.b► 5 I_
P5SALLJA C8 9110
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23.
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Di
MEMORANDUM January 4, 1978
TO: Tom Baker, Director of Recreation
FROM: Mary Ann Hanover, City Clerk
SUBJECT: PLANS AND SPECIFICATIONS FOR DANCE HALL
On December 21st, the City Council approved your recommendation as
submitted and approved the plans and specifications and authorized
advertisement and receipt of bids for the renovation and relocation
of the Hot Springs Dance Hall .
Mary Ann Hanover
MAH/cj "
t SNIRLU BROS., INC.
General Contractors
2 0 6 0 EAST V I L L A , PASADENA C A L I F O R N I A 9 1 1 0 7
LICENSE 203355 T.I.phon• 792-6151
—v
Date: 4 April 1978
To: San Juan Capistranop City Clerk, Attn: Kathy
32400 Paseo Adelanto -
San Juan Capistrano 92675
o
Re: Hot, Springs Dance Hall Bid
Gentlemen:
We are interested in submitting a bid proposal on the above
referenced project.
Please send us two sets of Plans and Specifications to
the above address.
Our Check No. 4�5 �in the amount of $ 27.00 is attached
to cover the for these plans including postage charges.
charge
Very sincerely,
SHIRLEY BROS., INC.
D. B. MacGregor
Project Manager
DBM/Mn
1
�.`- � aAk,9a
AMERICAN I&ELITY FIRE INSURWCE COMPANY
WOODBURY, NEW YORK
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS: That American Fidelity Fire Insurance Company, a Corporation in the State of
New York, having its principal office in Woodbury, State of New York, pursuant to the following resolution, adopted by the
Board of Directors of the said Company on the 18th day of February, 1969, to wit:
"The President, or any Vice-President, or other officer designated by the Board Executive Committee shall have authority,
severally, to make execute and deliver a power of attorney constituting as Attomey-in-Fact such persons,firms or corporations
as such officers may select from time to time,"does hereby make,constitute and appoint:
AL BARKER and/or JACQUELINE RHODES and/or EDWARD SIMMS of LOS ANGELES, CALIFORNIA
its true and lawful attomey(s)-in-fact, with full power and authority hereby conferred in its name, place and stead, to sign,
execute, acknowledge and deliver in its behalf, and as its act and deed, as follows:
Specifically and only on bonds executed having Guarantee indemnification of the SMALL BUSINESS ADMINISTRATION
in an amount not exceeding $200,000.00, as to any one project, for or on behalf of this Company,in its business and in accor-
dance with its charter, and to bind AMERICAN FIDELITY FIRE INSURANCE COMPANY thereby,and all of the acts of said
Attomey-in-Fact,pursuant to these presents,are hereby ratified and confirmed.
IN WITNESS WHEREOF,the American Fidelity Fire Insurance Company has caused these.presents to be signed by its President
and/or Vice-President,and its Corporate Seal to be affixed.
AMERICAN FIDELITY FIRE INSURANCE COMPANY
"Ew Luther H. Williams,President
State of New York 1
ss.
1}
County of Nassau
On this 21st day of January, 1977,before the subscriber,a Notary Public of the State of New York in and for the County
of Nassau duly commissioned and qualified, came Luther H. Williams of the American Fidelity Fire Insurance Company,to me
personally known to be the individual and officer described herein, and who executed the preceding instrument,and acknowl-
edged the execution of the same,and being by me duly sworn,deposed and said,that he is the officer of said Company,aforesaid,
and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and the said Corporate Seal and
signature as an officer were duly affixed and subscribed to the said instrument by the authority and direction of the said Corp-
oration,and that the resolution of said Company,referred to in the preceding instrument,is now in force.
IN TESTIMONY WHEREOF, I have hereunto set my hand, and affixed my official seal at Woodbury, New York the day
and year above written. \/
i/ .
o
� No Public
ELIZABETH M. ROSELLE
NOTARY PUBLIC,State of New York
No. 30-8643115
Qualified in Nassau County
Commission Expires March 30, 1978
State of New York
County of Nassau as. CERTIFICATE
I, the undersigned, Assistant Secretary of AMERICAN FIDELITY FIRE INSURANCE COMPANY, a stock corporation of
the State of New York,DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority
remains in full force and has not been revoked; and furthermore, that the Resolution of the Board of Directors,as set forth in
the Certificate of Authority,are now in force.
Signed and Sealed at the said Company,at Woodbury,New York, dated this day fi 2 '(�,7B.........................19
.rte' �J�
NJLSUilIS
Assistant Secretary
CA B/R/S 200 (1/7)
_ PP-CSFICATI15 S£..TS
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CITY OF SAN JUAN CAPISTRANO
32400 PASEO ADELANTO
u ~ti
SAN JUAN CAPISTRANO, CALIFORNIA 92675
e „
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Customers 1
Order No. Date 197
41 0;
- N+- Nome
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mo I sovo .1 cASN c.o.o. CNAecc N ACCT. MOSE. RETP.j IAi. ov
QUAN OE 5C PI P TI ON PRICE AMOUNT
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cs5e A II claims and returned goods MUST be accompanied by this bi II.
TAX
11977 ReECEI°E°
TOTAL Q
Coastline Prtrs. .J .Calit. 428106-2
s..
ADDENDUM #1
SPECIFICATIONS
HOT S-RINGS DANCE HALL
1. Provide splice box, conduit , and cabinet for telephone
service.
2 . Install a 2" CO from the existing main telephone terminal
room in the City Hall and reun to a 3 ' x S ' x 316" splice
box with spring loaded traffic lid, Brooks 400 DPB series
precast , or Quickset TPB 4500 series precast , or U-tel
Supply PV 3664-plastic. Location of splice box to be
approved by Pacific Telephone Co. before installation.
3 . Continue 2" conduit from splice box to telephone cabinet
on Dance Hall building. .
4 . Telephone cabinet on Dance Hall building shall be weather-
proof, 16" wide by 20" high by 6" deep with 3/4" plywood ,
"Circle AW" No. AW20166-12 or Hoffman No. A-201606 LP as
approved by the Pacific Telephone Co.
ITEM OF CLARIFICATION:
1. Support track for moveable partition will be exposed and cased.
Case detail shall be a standard item for the partition system
specified.
:r3
# �90 P sSj A E
SAN J J4STRA �t�dl L�'{ 'I 92675
.. i
I,,:,N
L,� 9
A,^,IMMUM n2
SPECIFICATIONS
ROT SPRINGS DANCE HALL
i. Section III .22 Irrigation Systee: Items D. 7 -and D. 11 are
deleted frGm these specifications.
' 2. Section III.23 Planting and Soil Conditioning Items A, B,
C, D & E are deleted from these specifications .
x
32460 PASEO ADE..ANTO
1 .
SAN JUAN CAPISTRANO,CALIFORNIA 92675
HONE 493"1171"," "
e, q
a t
March 27 , 1978
Miles and Kelley Construction
Company
1292 Cameo Drive
Tustin, California 92680
Re : Hot Springs Dance Hall - Adaptive Use
Gentlemen:
At their meeting of March 15, 1978, the City Council
took unanimous action in respectfully rejecting the bid submitted
by your company for the relocation and rehabilitation of the Hot
Springs Dance Hall. Council also authorized revisions to the
plans and specifications and readvertising for bids for this
project .
At the present time , readvertising of the project is
scheduled for the end of this week with a tentative bid opening
date of May 2, The plans and specifications will be available
in this office if you wish to submit another bid. Thank you for
your cooperation.
Very truly yours,
�j�
(MRS) MARY 'ANN HANOVER
City Clerk
MAH/cj
cc : Tom Baker , Director of Recreation
Marty Bryant , Public Works Department
• • 41Z
RESOLUTION NO. 84-6-19-2
INVENTORY OF HISTORICAL AND CULTURAL LANDMARKS
A RESOLUTION OF THE CITY COUNCIL OF THE CITY
OF SAN JUAN CAPISTRANO, CALIFORNIA, APPROVING
AN INVENTORY OF HISTORICAL AND CULTURAL
LANDMARKS AND RESCINDING RESOLUTION NO.
82-10-21-3
WHEREAS, the Cultural Heritage Commission has
designated the following sites in the City of San Juan Capistrano
as historically and culturally significant structures and
landmarks:
1. Mission San Juan Capistrano AP # 124-180-06
2. Rios Adobe 121-160-16
3. Montanez Adobe 121-143-07
4. Silvas Adobe 121-160-12
5. Mission Kiln 124-202-17
6 . Mission Refuse Area 124-203-15
7. Parra Adobe 124-290-37
8 . Pablo Pryor Adobe 121-254-04
9. Blas Aguilar Adobe 124-160-08
10. Garcia Adobe 121-150-05
11. Burruel Adobe 124-160-12
12. Domingo Yorba Adobe 121-150-05
13. Juan Avila Adobe 121-150-20
14 . Juzgado and Jose Antonio Yorba Adobe 121-150-13
15. Mission Cemetery 124-152-03
16 . Santa Fe Depot 121-141-17
17. Egan Residence 124-160-32
18. Buddy Forster Residence 121-190-50
19. Frank Forster Residence 124-290-20
20 . Albert Pryor Residence 121-150-06
21. Rowse Cottage 664-031-23
22. C. Russell Cook Barn 121-182-39
23. Hot Springs Dance Hall 668-101-03
24 . Joel Congdon Residence 121-190-56
25. River Street 121-160-17 ,
-20 , -21 ,
-22 , -28
26 . Capistrano School Site 124-190-14
27 . R. B. Cook House 121-182-24
28 . Errecarte House 124-282-05
29. Harrison House 124-290-37
30. Los Rios Historic District 121-141-20 ,
-21 , -22,
-23 , -24,
121-142-05,
-06 ,
121-143-02,
-03, -04 ,
-05 , -06 ,
121-160-08 ,
-09 , -10 ,
-11 , -13,
-14 , -15,
-17 , -29,
-1-
413 • •
� . 31. English House 121-130-06
32 . Old San Juan Capistrano Fire
Station Complex 124-203-03
124-203-21
33 . Community Christian Church 124-170-11
WHEREAS, the following streets were included in the
Inventory of Historically Significant Sites by Resolution No.
76-1-21-3 and the City Council has determined that said streets
should be listed herein for administrative purposes:
1. Los Rios Street from Del Obispo Street to Mission
Street;
2. E1 Camino Real from La Zanja to Forster Street;
3 . Camino Capistrano south of the Mission to E1 Adobe;
4 . Spring Street.
WHEREAS, the City Council has received and reviewed the
aforesaid list and finds the selection to be appropriate.
NOW, THEREFORE, BE IT RESOLVED that the aforesaid
Inventory of Historical and Cultural Landmarks be and is accepted
and approved.
BE IT FURTHER RESOLVED that Resolution No. 82-10-21-3
is hereby rescinded.
BE IT FURTHER RESOLVED that the agency designated to
administer and enforce the building codes of the City of San Juan
Capistrano is directed to comply with the provisions of Sections
9-2. 311 and 9-3. 508 (d) of the Municipal Code of the City of San
Juan Capistrano with regard to applications for development,
renovation or demolition of any building or structure located on
the Assessor Parcel numbers listed above.
PASSED, APPROVED AND ADOPTED this 19th day of
June , 1984 , by the following vote, to wit:
AYES: Councilmen Friess, Schwartze,
and Mayor Hausdorfer
NOES: None
ABSENT: Councilmen Bland and Buchheim
40KRY IHAUSDORFER, MAY
ATTEST:
CITY LEA$
-2-
C7# �� jIllGj2 CJuj�/CJllL9Zl/
1
.32400 PASEO ADELANTON
SAN 4U" N CAPISTRAN O�CALIFORNIA 92675
���j3HONEG9]t717"f" �
February 16 , 1979
Mr. Roland Olsen
32432 Alipaz , Suite A
San Juan Capistrano, California 92675
Re: Completion of San Juan Hot Springs Dance Hall
Dear Mr. Olsen:
Enclosed is a copy of Resolution No. 79-2-7-6, which
was adopted by the City Council at their meeting of February 7 ,
1979 . The Resolution accepts the work completed on the rehabilita-
tion of the San Juan Hot Springs Dance Hall in the total amount of
$172 , 656 . 09.
The Council also directed that payment be made to
your company as follows :
$17 , 265. 61, payable upon the expiration of 35 days
from the filing of the Notice of Completion.
The Notice was recorded February 13 , 1979 , and so the
final payment in the amount of $17, 265. 61 may be released March 20,
1979 .
Very truly yours,
(MRS) MARY ANN HANOVER
City Clerk
MAH/cj
Enclosure
cc : Director of Public Works
Director of Administrative
Services
CALIFOR IA PRELIMINARY #09TICE 869909IN ACCORDAN TH SECTION 3097 AND 309E,CALIFORIL CODE
THIS IS NOT A LIEN,THIS IS NOT -FLECTION ON THE INTEoRIT`!OF ANTRACTOR OR SUBCONTRACTOR
YOU ARE HEREBY NOTIFIED THAT
_SOUTHWEST AIR_ BALANCE,_INC.
(name of person or firm furnishing labor, services,equip-
ment or material)
nr' • �u 9a��:a.
cO Construction Lender, if any. 1615 North Broadway, Santa Ana, CA
(address of person or firm furnishing labor, services,
Labor and Services
(� equipment or maer
tial)
has furnished or will furnish labor,services,equipment or
materials of the following general description:
Test & Balance of HVAC Systems
(general description of the labor, services, equipment or
Lmaterial furnished or to be furnished)
for the building, structure or other work of improvement
located at: Not Sprigs Dance H11 L.
FOLD HERE latltlress or description of job site
San Juan Caaistrano _
sufficient for identification)
The name of the person or firm who contracted for the
purchase of such labor,services,equipment or material is:
Custom Air Conditioning
(name and address of person or firm)
O 1342 Knollwood Circle
W OWNER or PUBLIC AGENCY Anaheim, CA
or Reputed Owner Ion public work) An estimate of the total price of the labor, services,
Non private work) equipment or materials furnished or to be furnished is:
E $'
To the Honorable City Council (Dollar amount must be furnished to consVuamn $rode.
of SaneJUan Capistrano optional a,to owner or contractor)
R San Juan Capistrano, CA Trust Funds to which Supplemental Fringe Benefits are
Payable.
L J Sheet Metal Workers Union
(name) (address)
C Construction loan no kno n) Local 420, Garden Grove, CA
(name) (address)
OFOLD HERE
(name) latltlress)
P —- - (name) --- ---""(atltlress) ----_---
(Material man not required to furnish the above)
.1 O hd 3 ' i9 ' ' •i , ' t5 'a �1�n •' iii I i
ItME AND n LESS OF AGE NI
I .M.C., INCORPORATED IIP AFFORDING CCVERA,': ES
-- - -- - -
650 W. DUARTE RD. #209 / AN OHIO CASUALTY INSURANCE COMPANY
ARCADIA, CA. 91006 f `` 1R
DIY [ -It -AN FREMONT INDEMNITY COMPANY
NAME AND ": RESS OF INS IFfD J
JE 'AN
ROLAND. OLSEN GENERAL CONTRACTOR TER
P. 0. BOX 965 CI AN
SAN JUAN CAPI STRAND, CA. 92675 , 1 —_ — --
0E =AN
T ER
This is to certify that polis es of l nsurance Isted below uve 1 21 _�ctoI i red gamed above and.ire In force at this time.
R
Limits of Liability in Thousands( 0 1
COMPANY IJPEOFINEURAN F POLICY NU fR NYDAT EACH AGGREGATE
OCCURRENCE
GENERAL LIABILITY -------- --- - _ - - - - - - -- �----
BODILY INJUR' $ 500 $ 500
AX [kcOMPREHENEIVEFORM CAG 92 41 73 02-01-79
PREMISES—OPERATIONS PROPERTY DAMAGE $ 100 $ 100
FXPEOSION AND CCLLAPSE
HAZARD
❑ UNDERGROUND HAZARD
PRODUCTS'COMPLF I ED
OPERATIONS HAZARD BODILY INJURY/.ND
CONTRACTUAL INSURANCE PROPERTYDAM,.GE $ 8
UBROAD FORM PROPERTY COMBINED
DAMAGE
INDEPENDENT CONJ RA(TORS
PERSONAL INJURY PFRSONAE INJURY $ 500
AUTOMOBILE LIABILITY BODILYJNJUR/
(EACH PERSOPI is 250
AX Q COMPREHENSIVE FORM CAG 92 41 73 02-01-79 (1ACHODICC RRINJ
ENCE) ! $ 500
❑ OWNED _
El HIRE PROPERTY DAMAGE $
BOOTLE INJURY❑ IGE NON-OWNED PROPERTY DAM $
COMBINED_____
EXCESS LIABILITY
BODII Y INJURY'IND
❑ UMBRELLA FORM PROPERTY DAMAGE $ $
❑ OTHERTHAN TUMBREL LA I COMBINED
FORM
WORKERS'COMPENSATION STATUTORY
BX and BJ-77-61298 10-01—]8
EMPLOYERS'LIA BIL ITE _ $ f. I.m-awNu
OTHER
11■11■ 11 111■ 11 Idl
DESCRIPTION OF OPERATIONS/LOCATIONSNEHICLES
JOB: ALL OPERATIONS, STATE OF CALIFORNIA
Cancellation: Should any of the above describes IlolIC Es w cancelicd I fo e the expiration date thereof, the issuing com-
pany will)p)(lm)(a(f XXX mail _1.0.— says Ari t: J no ice f I E below named certificate holder, kftWRk9 kX
�cxxsax�xx�t�xXx�+xxxx��k�cxx�exsrkx�ftxRxzxx�f RkkRR�;�I�fiP;f�'3�f)Y
NAME AND ADDRESS OF CFRnMCAT E HOLDER lI
I)/fE ISSUED-_ 5-22-78
_
CITY OF SAN JUAN CAPISTRANO
32400 PASEO ADELANTO
SAN JUAN CAP I STRANO, CA. 92675 AUTHORIZED REPRESENTATIVE
ATTN: ENGINEERING DEPARTMENT I .M.C. INCORPORATED
ACORD 25 (Ed 2-7)
�rl� a�:',Jiiir ,'rrrrli �ior�l/r�rira
32400 PASEO ADELANTO
SAN JUAN GAPISTRANO.CALIFORNIA 92675
-PHONE 493.1174' t J
November 21, 1978
Mr. Roland Olsen
General Contractor
P. O. Box 965
San Juan Capistrano, California 92693
Re: Time Extension - San Juan Hot Springs
Dance Hall
Dear Mr. Olsen:
At their meeting of November 15, 1978 , the City Council
approved Change Order No. 3 , which authorizes a 61-day time
extension to December 15th for installation of a folding par-
tition wall in the San Juan Hot Springs Dance Hall.
Thank you for your cooperation.
Very truly yours,
(MRS) MARY ANN HANOVER
City Clerk
MAH/cj
cc : Director of Public Works
3Z400 PASEO ADEI.ANTO' 6
RAN JItAN'CAPISTRANO,CALIFORNIA 92675
C ;
nONE 497417,)'�
May 24, 1978
Mr, Roland Olsen
P. 0. Box 965
San- Juan Capistrano, California 92675
Re: Award of Bid - Hot Springs Dance Hall
Dear Roland:
At their meeting of May 17th, the City Council awarded
the bid to your company for the relocation and renovation of the
Dance Hall, as follows:
Base Bid $167, 545
Cost adjustment - 9,350
Modified Kitchen unit 1,000
Air conditioning 8,700
Total modified bid $167,895
Very truly yours,
(MRS) MARY /ANN HANOVER
City Clerk
MAH/cj
cc: Director of Public Works
Pamela Hallan
P"."EO ADE LANM
SAN JUAN CAPIST^AIVC, OALIFOFNIA 92;75
PHONI 493-1171
May 26, 197E
Mr. Roland Olsen, General Contractor
32432 Alipaz Street, Suite A
San Juan Capistrano, California 92675
Re: Rehabilitation of the Hot Springs
Dance Hall
Dear Mr. Olsen:
At their meeting of May 17 , 1978 , the City Council
approved the Contract between the City of San Juan Capistrano and
your Company for the rehabilitation of the Hot Springs Dance
Hall. The amendments to the plans and specifications set forth
in the letter dated May 3 , 1978 , from the Director of Public
Works, have been incorporated into the Contract. A complete copy
of the specifications, special provisions and fully-executed
Contract documents are enclosed for your file.
Please note the following Contract requirements:
1. Bonding, as shown on Pages Nos. 13 , 16 and
30.
2 . Insurance, as shown on Pages Nos. 43 and
44 .
Your cooperation in fulfilling the provisions of the
Contract will be appreciated.
Very truly yours,
i '
(MRS) MARY ANN HANOVER
City Clerk
MAH/cd
Enclosure
cc: Director of Public Works
ADDENDUM N1
SPECIFICATIONS
HOT SPRINGS DANCE HALL
1 . Provide splice box, conduit , and cabinet for telephone
service .
2 . Install a 2" CO from the existing main telephone terminal
room in the City Hall and reun to a 3 ' x 5 ' x 316" splice
box with spring loaded traffic lid, Brooks 400 DPB series
precast , or Quickset TPB 4500 series precast , or U-tel
Supply PV 3664-plastic. Location of splice box to be
approved by Pacific Telephone Co. before installation.
3. Continue 2" conduit from splice box to telephone cabinet
on Dance Hall building.
4 . Telephone cabinet on Dance Hall building shall be weather-
proof, 16" wide by 20" high by 6" deep with 3/4" plywood,
"Circle AW" No . AW20166-12 or Hoffman No. A-201606 LP as
approved by the Pacific Telephone Co .
ITEM OF CLARIFICATION:
1. Support track for moveable partition will be exposed and cased.
Case detail shall be a standard item for the partition system
specified.
ADDENDUM N1
SPECIFICATIONS
HOT SPRINGS DANCE HALL
1 . Provide splice box, conduit , and cabinet for telephone
service .
2 . Install a 2" CO from the existing main telephone terminal
room in the City Hall and reun to a 3 ' x 5 ' x 316" splice
box with spring loaded traffic lid, Brooks 400 DPB series
precast , or Quickset TPB 4500 series precast , or U-tel
Supply PV 3664-plastic. Location of splice box to be
approved by Pacific Telephone Co. before installation.
3. Continue 2" conduit from splice box to telephone cabinet
on Dance Hall building.
4. Telephone cabinet on Dance Hall building shall be weather-
proof, 16" wide by 20" high by 6" deep with 3/4" plywood,
"Circle AW" No . AW20166-12 or Hoffman No . A- 201606 LP as
approved by the Pacific Telephone Co .
ITEM OF CLARIFICATION:
1. Support track for moveable partition will be exposed and cased.
Case detail shall be a standard item for the partition system
specified.
ADDENDUM #1
SPECIFICATIONS
HOT SPRINGS DANCE HALL
1 . Provide splice box, conduit , and cabinet for telephone
service.
2 . Install a 2" CO from the existing main telephone terminal
room in the City Hall and reun to a 3' x 5 ' x 316" splice
box with spring loaded traffic- lid, Brooks 400 DPB series
precast , or Quickset TPB 4500 series precast , or U-tel
Supply PV 3664-plastic. Location of splice box to be
approved by Pacific Telephone Co. before installation.
3. Continue 2" conduit from splice box to telephone cabinet
on Dance Hall building.
4. Telephone cabinet on Dance Hall building shall be weather-
proof, 16" wide by 20" high by 6" deep with 3/4" plywood,
"Circle AW" No. AW20166-12 or Hoffman No. A-201606 LP as
approved by the Pacific Telephone Co.
ITEM OF CLARIFICATION:
1. Support track for moveable partition will be exposed and cased.
Case detail shall be a standard item for the partition system
specified.
SHIRLEY BROS., INC.
General Contractors REVIVED
7 0 6 0 EAST VILLA . PAS A D E N A C A L I F O R N I A 9 1 1 0 7
LICENSE 203355 T.I. IZ
PEW. 7971 Lb�sIPy
1,1 rF
Date: Feb. 2, 1978
To: City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, Ca. 92675
714 493 1171
Rie: Hot Springs Dance Hall (Histroical Rehab & Relocate)
Gentlemen:
We are interested in submitting a bid proposal on the above
referenced project.
Please send us 1 sets of Plans and Specifications to
the above address.
our Check No. 3769 in the amount of $ 10.00 is attached
to cover the alit-.for these plans.
charge
Very sincerely,
SHIRLEY BROS., INC.
D. B. MacGregor
Project Manager
DBM/Mn
Waterproofing and Restoration, Inc.
2617 ?ARt0TEREY PASS ROAD • MONTEREY PARK, CALIFORNIA 91754
FEe I
TELEPHONE (213) 2692345
II TRANSMITTAL
_` - Date 1/31/78
To: City of San Juan Capistrano Subject: Hot Springs Dance Hall
32400 Paseo Adelanto San Juan Capistrano, CA
San Juan Capistrano, CA 92675
ATTENTION: MARYANN HANOVER
We are transmitting herewith:
For your approval
ForYourfiles
Enclosed you will find our check for tIO.00 for the above
referenced proJect. Please send the plans at your earliest
convenience. Your assistance will be appreciated.
Please return one copy RESPECTFULLY SUBMITTED,
No reply necessary
Pacific Waterproofing and Res oration, Inc.
By
Robert Manko RM: rh
Agenda item for the 17th y,
1 . Dance Hall
We shall be asking Council to approve the final site plan and
to authorize the preparation of plans and specs for the electrical
and plumbing.
tJhy ; 1)site plan must be approved before footings for the
building can be designed, parking can be planned, and
environmental documents can be filed. (If we don' t do
the last thing we don' t get our money. )
2) We must hire someone to do the plumbing and electrical
plans and specs now so that we can get Tom and his senior
folks into the building in a reasonable length of time.
We're already looking at early summer. His revenue sharing
grant states that the building will be ready "after the
first of the year. " We' re stretching things as it is .
Consultants will be present and will have:
1) recommended site plan
2) cost estimates for entire project
3) report on architectural details and recommendation
on how exterior appearance should look
1
CITY OF SAN JUAN CAPISTRANO
' ORANGE COUNTY
STATE OF CALIFORNIA
' SPECIFICATIONS, SPECIAL PROVISIONS,
AND CONTRACT DOCUMENTS FOR
REHABILITATION FOR ADAPTIVE USE
OF THE HOT SPRINGS DANCE HALL
Prepared by
MELVYN GREEN & ASSOCIATES, INC.
CITY COUNCIL
KENNETH E. FRIESS, MAYOR
GARY HAUSDORFER
PHILLIP SCHWARTZE JAMES THORPE
W. D. MURPHY
' DIRECTOR OF PUBLIC WORKS - CITY ENGINEER
1978
1
TABLE OF CONTENTS
I . CONTRACT DOCUMENTS (White)
Notice Inviting Bids . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
Bid Proposal. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
Non-Collusion Affidavit . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Designation of Sub-Contractors . . . . . . . . . . . . . . . . . . . . . 8
Instruction to Bidders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
tContract . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
BidBond. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
Faithful Performance Bond . . . . . . . . . . . . . . . . . . . . . . . . . . 19
Labor and Material Bond. . . . . . . . . . . . . . . . . . . . . . . . . . . . 20
' II . GENERAL PROVISIONS (Yellow) . . . . . . . . . . . . . . . . . . . . . . . 22
III . SPECIAL PROVISIONS FOR THE HOT SPRINGS DANCE HALL
(White) . . . . . 63
N O T I C E I N V I T I N G B I D S
' Public notice is hereby given that the City of San Juan Capistrano
will up to 2 ;00 P. M. , on the 2nd day of May 1978,
' receive sealed proposals or bids for the RENOVATION AND RELOCATION
OF HOT SPRINGS DANCE HALL , in accordance with the approved plans
and specifications on file in the office of the City Clerk of the City
' of San Juan Capistrano, City Hall, 32400 Paseo Adelanto, San Juan
Capistrano, California. Bids will be received until the time herein-
before 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 intothe required contract within 25 days after
' the written notice that said contract has been awarded to him for the
work.
' A pre-bid conference is scheduled for 10 ; 00 a .m. on the 20th day
of Aprils 1978 , at the City offices . The contractor shall have
' the opportunity for clarification or interpretation of any point or
points of question within the plans and contract documents or specifi-
cations . It is the contractor 's responsibility to be in attendance at
' this conference to receive any information disclosed during the pro-
ceedings , for the City shall not disseminate any records of the con-
ference . Exclusive of written addendums and this pre-bid conference ,
the City shall not be responsible for any instructions, explanations,
' or interpretation of the plans, specifications, and contract documents
presented to the bidders in any manner.
' The successful bidder, simultaneously with the execution of the
contract, will be required to furnish a faithful performance bond equal
1
-1-
1
in the amount of one hundred percent (1000) of the contract price and
a labor and materials bond equal in the amount of one hundred percent —
(1007o) 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.
The successful contractor shall provide the engineer with a cost
breakdown of his bid upon award of the contract.. This cost breakdown
shall be used as the basis for all contract negotiations during the _
project .
A time limit of 120 consecutive calendar days has been set for the _
completion of the work, from the date of execution of the contract .
i
-2-
BIDDERS ARE IEREBY NOTIFIED THAT, pursuant to the labor code of
' the State of California, the City of San Juan Capistrano has ascertained
and determined the general prevailing rate of per diem wages , and the
general prevailing rate for legal holiday and overtime work in the
locality in which said work is to be performed for each craft classifi-
cation or type of workman needed to execute the contract for said work,
which contract will be awarded to the successful bidder. The general
prevailing rates so determined are as hereinafter provided . Wages for
trades not specifically listed, and wages to be paid for overtime and
holiday work shall, not be less than the prevailing rates in Orange County .
Resolution 76-11-17-3.. adopted by the City Council of the City of San Juan
Capistrano sets forth in detail said, prevailing rates and other information.
' Copies of plans and specifications are on file in the office of the
City Clerk of San Juan Capistrano, 32400 Paseo Adelanto, San Juan Capi-
strano, California. Copies of the plans and specifications for use in
preparing bids may be obtained from 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 .00, non-refund-
able, is required for obtaining each set of plans and specifications .
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 .
This Notice is hereby given and published by order of the City
Council of the City of San Juan Capistrano, and is dated this 28th day
of March 1478 .
CITY %ARK
CITY OF SAN JUAN CAPISTRANO
ORANGE COUNTY, CALIFORNIA
-3-
B I D P R O P O S A L
' For the REHABILITATION FOR Adv. DATES: April 3 , 1978
ADAPTIVE USE OF THE Bid DATE : May 2, 1978
' HOT SPRINGS DANCE HALL
To the Honorable City Council From
City of, San Juan Capistrano Contractor
t 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. proposal requirements , and hereby
proposes and agrees , if the proposal is accepted , to complete the said
' construction in accordance with the contract documents , as defined in
paragraph 1-1. 09 of the general provisions , in the time stated herein,
for the unit price or lump sum price given on the following pages of
' this proposal, amounting to a total of :
' Words Figures
' 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, apparatus , 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
ton the drawings for the work.
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 120 days .
' It is also understood by Bidder that the City of San Juan
Capistrano has the right to reject this proposal or to award a con-
tract to the undersigned at the prices stipulated . If the proposal
' is rejected , then the enclosed check or bid bond shall be returned to
the undersigned within thirty (30) days . If the proposal is accepted ,
and the undersigned fails to enter into a contract within fifteen (15)
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
-4-
undersigned to comply with the terms of this proposal .
Accompanying this proposal is
(insert "$ cash", "cashier's check", "certified
check", or "bidder's bond" as the case may be) in an amount equal
to at least ten percent (10%) 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 :
Licensed in accordance with an act providing for the registration
of contractors - License No .
Signature of bidder _
( 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 . )
Dated :
Business address
Phone number
-5-
1
BID PROPOSAL (cont ' d)
' Relocate , renovate and construct the Hot Springs Dance Hall
in accordance with the plans and specifications as promulgated
' for the lump sum price of $
t ADDITIVE ITEMS FOR BID
1 . Additional asphalt concrete in place for the unit
price of
per ton
' 2 . Grading , fill , compaction, A/C paving , striping and
curbs for additional parking area as indicated on
Sheet A- 2 of contract drawings , for the lump sum
price of $
' 3 . Additional floor joists , 16 ' in length, installed ,
' for the unit price of $ _
per foist
4 . Window trim replacement in place for the
unit price of 5
per window
' S . Scraping, cleaning, and painting building exterior
' for the lump sum price of $
6 . Unit kitchen, installed , for the lump sum
' price of $
7 . Folding partition wall , installed , for the lump
' sum price of $
' 8 . Installation of cooling coils/per mechanical drawings
$ specifications additive to base bid for heating
' system, for the lump price of $
' - Sa -
9 . Installation of additive cooling coils , air cooled
condensing units , refrigerant piping, heating/
cooling -thermostats , U controls per mechanical
drawings and specifications , additive to base bid -
for heating system, for the lump sum
price of $
10 . Ceramic tile wainscot in bathrooms as alternative
to plastic laminate, for the lump sum
price of (add) $
- Sb -.
' 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 constitute his proposal for the
' work called out herein.
Signature of Bidder Date
Phone Number
1
_6_
i
1 NON-COLLUSION AFFIDAVIT TO BE EXECUTED BY
1 BIDDER AND SUBMITTED WITH BID
1 STATE OF CALIFORNIA )
County of ) . ss.
1 , being first duly sworn deposes
1 and says that he is of
the party making the
foregoing bid; that such bid is not made in the interest of or on behalf
1 of any undisclosed person, partnership, company, association , organization,
or corporation; that such bid is genuine and not collusive or sham; that
1 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 anyone else
to put in a sham bid, or that any one shall refrain from bidding; that
1 said bidder has not in any manner, directly or indirectly, sought by
agreement, communication or conference with any one to fix the bid
price of said bidder or of any other bidder, or to fix the bid price
1 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 interested in the proposed contract; that all statements
1 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 therewith, to
1 any corporation, partnership, company, association, organization, bid
depository, or to any member or agent thereof, or to any other indi-
vidual except to any person or persons as have a partnership or other
1 financial interest with said bidder in this general business.
1 By
Subscribed and sworn to before me
1 this day of 19 ,
1 Notary Public in and for said County and State
1
1
-7-
i
1
DESIGNATION OF SUB-CONTRACTORS
1
' 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 following 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.
1,
2.
1 3.
' 4.
5.
' 6.
7.
x.
1
' BIDDER'S NAME
' AUTHORIZED SIGNATURE
-8-
1
INSTRUCTION TO BIDDERS
' Securing 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.
' Interpretation of Drawings and Documents.
If any bidder should find discrepancies in, or omissions 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,
clarification or interpretation of the point or points in question.
' The person submitting such a request 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 , omissions , or points
requiring clarification in the drawings or documents, a written addendum
-9-
^c
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 docu-
ments and shall be returned with them. Before 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.
Disqualification of Bidders.
No person, firm 4r 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 corporation who has submitted
a sub-proposal to a bidder, or who has quoted prices on materials to
j
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
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.
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.
-10-
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.
D. . The City may require any bidder to furnish a statement of his
' 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 accordance with the provisions of
the specifications.
E. 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 bonds.
The bidder agrees that, in case of his refusal or failure to execute
said contract and give bonds within the time required by these docu-
ments , such check or bond, and the money represented 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
tthe 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.
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 herein-
before specified in the "Notice Inviting Bids. " Bids shall be
' enclosed in a sealed envelope bearing the title of the work and
the name of the bidder.
' -11-
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Licensing of Contractor.
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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 receipt of bids.
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Opening of Bid Proposals .
i
The City will, in open session, publicly open, examine, and declare s
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 contract 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 these instructions 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
The bidder to whom the award is made shall execute a written contract
with the City and furnish the stipulated bonds and bid breakdown within !
ten (10) 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, shall be made upon y
the City's acceptance of the Labor and Materials Bond and the Faithful _
E
Performance 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
-12-
' every stipulation embraced herein, as if he were the party to whom the
first award was made . A corporation to which an award is made shall
' furnish evidence of its co orate existence and evidence that the
officer signing the contract and bonds for the corporation is duly
' authorized to do so. Within ten days after the awarding of the con-
tract, the City will return the proposal guarantee accompanying each
of the proposals which are rejected .
Bonds.
The successful bidder, simultaneously with the execution of the con-
tract, will be required to furnish a Labor and Materials 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 (100%) 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 author-
ized 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 prose-
cuted until completed . A time limit of one hundred and twenty (120)
' calendar days from 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.
' -13-
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Workmen and Wages.
1
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.
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9
{ •32a 00 PASEU ADELANiO
SAI4 JUAN CAPISTR ANO,CALIFORNIA 92675
'RHONE a91-1 I71'
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May 3, 1978
' Roland Olsen
General. Contractor
25952. Avenida Mariposa
' San Juan Capistrano, CA
Re: Plans and Specifications - Rehabilitation For
Adaptive Use of the Hot Springs Dance Hall
Gentlemen:
' Please prepare a revised cost estimate sheet to reflect
the following changes to the plans and specifications of
the above referenced project.
SPECIFICATIONS
' General Provisions - Page 26
1-1. 23 Sub-Contractor
' Add: Listed sub-contractors may be altered at the discretion
of the City Engineer.
Special Provisions - Pages 69-70
III F-4
' Delete in its entirety.
tSpecial Provisions - Page 150
III. 19 -1 . 8 C
' Delete in its entirety.
Schedule , pages 154 through 173 to be revised. To include text
' gnuprovlsionu,. sections rotated to electrical , plumbing
and air conditioning - materials and construction methods .
1
1 Roland Olsen -2-
May 3, 1978
1
INTERIOR PLANS
Plan revision,' Sheet A-7 to delete wood - refinish existing
1 in areas 1, 5, and 6 and add carpet in areas 1, 5, and 6 .
' Very truly yours ,
CITY OF SAN JUAN CAPISTRANO
1 � n
* D Murphy l
1 Director of Public Works/
City Engineer
1 WDM/rem
cc: City Manager
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' (SAMPLE)
BID BOND
KNOW ALL MEN BY THESE PRESENTS, that we,
, as Principal , and existinglocunder
'
the aws of the State of , and whose principal office is ated in
the City of ' a,; surety are jointly and severally bound
unto the CITY OF SAN JUAN CAPISTRANO of Orange County, California, in the sum of
' DOLLARS ($ ) , lawful
money of the United States of America to be paid to the said CITY OF SAN JUAN
CAPISTRANO, for which payment well and truly to be made, we bind ourselves , our
heirs, successors, executors, administrators and assigns, jointly and severally,
' by these presents.
THE CONDITION OF THIS OBLIGATION is such that whereas the Principal has
submitted the accompanying bid dated , 19 , for the construction
of for the CITY OF SAN JUAN CAPISTRANO,
Orange County, California.
NOW, THEREFORE, if the Principal shall not withdraw said bid within
thirty (30) days after the opening of same, and shall within fifteen (15) days after
the agreement has been presented to him for execution enter into a written contract
with the City in accordance with the bid as accepted, and if the Principal shall
give the required bond with good and sufficient sureties, or sureties for the
faithful performance and proper fulfillment of such contract and for the protection
of laborers and materialmen, or in the event of the withdrawl of said bid within the
periods specified, or the failure to enter into said contract and give said bond
within the time specified, if the Principal shall within sixty (60) days after request
by the City, pay the City the difference between the amount specified in said bid and
' the amount for which the City may procure the required work and/or supplies if the
latter amount be in excess of the former, then the above obligation shall be void and
of no effect, otherwise to remain in full force and virtue.
IN WITNESS WHEREOF the above-bounden parties have executed this instrument
under their several seals this day of , 19 the name and
corporate seal of each corporate party being affixed hereto and these presents duly
' signed by its undersigned representative pursuant to authority of its governing body.
Two Witnesses (if individual )
' PRINCIPAL
By
' ATTEST (if corporation) Title
Title SURETY
Corporate Seal
ATTEST By
Title
Title
Corporate Seal _
' —18—
' (SAMPLE) Premium
FAITHFUL PERFORMANCE BOND Included
' KNOW ALL MEN BY THESE PRESENTS: That
WHEREAS, The City of San Juan Capistrano, a municipal corporation of
Orange County, California, has awarded to License No.
hereinafter designated as "Principal ," a contract for
; and
' 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, as Principal ,
and , as surety, are eld and firmly
bound unto the City of San Juan Capistrano, a municipal corporation of Orange County,
California, in the penal sum of DOLLARS
($ ) lawful money of the United States of America, for payment
of which sum, we and truly to be made, we 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, executors , administrators, successors or assigns , shall
in all things stand to and abide by and well and truly keep and perform all the
' undertakings, terms; covenants, conditions, and agreements in the said contract and
any alteration thereof, made as therein provided, all within the time and manner therein
designated and in all respects according to their true intent and meaning, then this
obligation shall become null and void, otherwise it shall be and remain in full force
and virtue.
FURTHER, the said surety, for value received, hereby stipulates 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 modifications of the contract documents or of
' work to be performed thereunder.
IN WITNESS WHEREOF 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 named, on the day of
19 , the name and corporate seal of each corporate party being hereto affixed
and these presents duly signed by its undersigned representative pursuant to authority
' of its governiny body.
' PRINCIPAL
By
By
SURETY
By
' —19-
1
(SAMPLE) Premium
Included
LABOR AND MATERIAL. BOND
KNOW ALL MEN BY THESE PRESENTS: That
WHEREAS, the City of San Juan Capistrano, a municipal corporation of
Orange County, California, has awarded to
License No. hereinafter designated as Principal ," a contract
for and
WHEREAS, said Principal is required to furnish a bond in connection
' with the said contract providing that if said Principal , or any of his or its
sub-contractors, shall fail to pay for any materials, provisions, provender or other
supplies or teams used in, upon, for or about the performance of the work contracted
to be done, or for any work or labor done thereon of any kind, the surety or this
bond will pay the same.
NOW, THEREFORE, we Principal , and
as surety are held firmly bound unto the City of
San Juan Capistrano, a municipal corporation, in the penal sum of
DOLLARS ($ ) , lawful money of the United States of
America, for payment of which sum well and truly to be made we bind ourselves, our
heirs, executors, administrators and successors, jointly and severally, firmly by
these presents.
THE CONDITION OF THIS OBLIGATION 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 other
supplies or equipment used in, upon, for or about the performance of the work
contracted to be done, or for any work or labor done thereon of any kind, or for
1 amounts due under the Unemployment Insurance Act with respect to such work or labor
as required by the provisions of Title 1 , Division 5, Chapter 3 of the Government
Code of California as amended, that the surety will pay for the same in an amount
not exceeding the sum specified in this bond and also in case suit is brought upon
' the bond, a reasunable attorney's fee to be fixed by the court. This bond shall
inure to the benefit of any and all persons, companies and corporations 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 bond.
FURTHER, the said surety, for value received, hereby stipulates 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
obligation on this bond and it does hereby waive notice of any such change, extension
of time, alteration or modification of the contract documents or of work to be
' performed thereunder.
' 20
IN WITNESS WHEREOF 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 named on the day of
19 The name and corporate seal of each corporate
party being hereto affixed and these presents duly "signed by its undersigned
representatives pursuant to authority of its governing body.
r;
PRINCIPAL }
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By
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SURETY
By
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1
' 1 - GENERAL PROVISIONS
INDEX
Section Title Page
1-1 DEFINITIONS AND TERMS 23
1-2 PROPOSAL REQUIREMENTS AND 27
CONDITIONS
1-3 AWARD AND EXECUTION OF 30
CONTRACT
1-4 SCOPE OF WORK 32
1 1-5 CONTROL OF THE WORK 34
1-6 CONTROL OF MATERIALS 39
t1-7 LEGAL RELATIONS AND 41
RESPONSIBILITIES
1-8 PROSECUTION AND PROGRESS 51
1-9 MEASUREMENT AND PAYMENT 56
1-10 GUARANTY 61
' 1-11 LABOR AND MATERIAL BOND 62
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1. GENERAL PROVISIONS
1-1 DEFINITIONS AND TERMS
Whenever the following terms or corresponding pronouns are used,
either in these specifications or in any document or instrument
wherein these specifications govern, the intent and meaning
' thereof shall be interpreted as follows:
1-1. 01 Accepted Bid
The proposal formally accepted by the City Council as
the basis for award of contract.
1-1. 02 Approved, Acceptable, Satisfactory
These words shall mean approved by, acceptable to or
satisfactory to the Engineer, unless otherwise
expressly stated.
1-1. 03 Award of Contract
The action taken by the City Council in formally
accepting a bidder ' s proposal and awarding the
contract.
1-1. 04 Bid Bond
The cash, check or bond accompanying the proposal
submitted by the bidder as a guaranty that the bidder
will, should the contract be awarded to him, enter
into and execute a contract with the City for the
performance of the work within fifteen (15) days
after the agreement form is presented to him for
' signature.
1-1 . 05 Bidder
An individual , firm, partnership or corporation formally
submitting a proposal to perform or execute the work,
acting either directly or through an authorized
representative.
1-1. 06 City
The City of San Juan Capistrano, Orange County,
California.
1-1. 07 City Clerk
The City Clerk of the City of San Juan Capistrano,
Orange County, California.
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1-1.08 City Council
The Council of the City of San Juan Capistrano,
Orange County, California.
1-1.09 Contract
The written agreement executed by the City and the
Contractor, relative to the performance of the work
and the furnishing of the necessary labor, tools ,
equipment and materials in order to perform the work. -
1-1. 10 Contract Bonds
The security in the form of bonds furnished by the
Contractor and his surety as a guaranty of good faith
and ability to satisfactorily perform, execute and
complete the work within the terms of the contract
and the payment by the Contractor of all obligations
incurred in connection therewith.
1-1. 11 Contractor
The individual, partnership, firm or corporation,
contracting with the City to perform or execute the
work.
1-1 . 12 Days
Unless otherwise designated , days as used in the
contract documents will be understood to mean
consecutive calendar days .
1-1. 13 Detail Specifications
Supplemental or amendatory written direction, provisions
or requirements that modify or amend the standard
specifications as necessary to adequately cover
conditions or requirements peculiar to the City.
1-1. 14 Engineer
The City Engineer of the City of San Juan Capistrano,
Orange County, California, or his authorized represen-
tative.
1-1. 15 Engineer' s Estimate
The list of estimated quantities of work to be performed
and material to be furnished as shown on the plans and
in the proposal as a basis for the comparison of bids
only. -
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1-1. 16 General Provisions
Written direction, provisions or requirements of a
general nature which are pertinent to the contract,
plans and specifications .
1-1. 17 Laboratory
A laboratory approved and authorized by the Engineer
to test materials used and work performed under the
contract.
1-1. 18 Plans
The official plans , profiles , typical cross-sections ,
general cross-sections , working drawings and supple-
mental drawings , or reproductions thereof, approved
by the Engineer, which show the location, character,
dimensions and details of the work to be performed.
1-1. 19 Proposal
The written offer of a bidder to perform or execute
the work when submitted on the prescribed proposal
form, properly signed and guaranteed.
1-1. 20 Special Provisions
Any provisions setting forth conditions or requirements
peculiar to the particular job and supplementing or
modifying the standard specifications and the detail
specifications .
1 1-1. 21 Specifications
The written directions and requirements governing the
procedure to be followed in the performance and execu-
tion of the work, the manner of such performance and
the means to be employed, the quality of workmanship
and results required, quality and type of materials to
be used or furnished, the method for measurement of
quantities of work and materials so performed or fur-
nished and payments to be made therefor. Included shall
be the General Provisions , Standard Specifications ,
Detail Specifications , and the Special Provisions.
1-1. 22 Standard Specifications
The work embraced herein shall be done in accordance
with the provisions of the Standard Specifications for
Public Works Construction, 1976 Edition, prepared by
the Southern California chapters of the American Public
1 Works Association and Associated General Contractors of
California (Building News, Inc. , Los Angeles , California) ,
insofar as the same may apply , which specifications are
hereinafter referred to as the Standard Specifications ,
and as provided herein.
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1-1. 23 Sub-Contractor
The individual, partnership, corporation, or other legal
entity duly licensed and entering into a contract
with the Contractor to perform part of the work or
supply the materials.
1-1. 24 Work
All work specified in the specifications or indicated
on the plans to be performed or executed. This shall
include all alterations, amendments or extensions
thereto made by written orders of the Engineer.
Workdays shall be restricted to Monday through Friday
unless written request outlining substantial reasons
for working on Saturdays, Sundays or contractural
holidays is submitted to the Engineer a minimum of
twenty-four (24) hours in advance of the proposed
non-contractual working day (s) . If the work proposed
is determined by the Engineer as being in the best -
interest of the City, the necessary inspection and
survey services will be provided. If the reasons
for such request are not deemed sufficient, the
Engineer may authorize inspection and survey services ,
if available, and such services shall be billed
against the Contractor at the current premium rates
for the personnel assigned to the project. Such
services shall be paid to the nearest half-hour
worked, subject to a minimum working period of four
(4) hours . _
Emergency repairs and pre-storm protective installa-
tions may be performed in project areas without
written notice. -
1-1. 25 Standard Plans
The "Standard Street and Highway Plans" of the Orange
County Road Department, latest edition, have been
adopted by the City Council as the' standard plans
for the City of San Juan Capistrano.
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1-2 PROPOSAL REQUIREMENTS AND CONDITIONS
1-2.01 Contents of Proposal
Prospective bidders will be furnished with proposal
forms which will show the estimate of the various
quantities and kinds of work to be performed or
materials to be furnished, with a schedule of items
for which bid prices are asked. All proposals must
be made upon these forms. Each proposal must be
accompanied by a Designation of Sub-Contractors form
and a Non-Collusion Affidavit properly executed by
the bidder. Copies of these may be obtained from the
office of the City Clerk of the City Engineer.
1-2. 02 Engineer' s Estimate
The Engineer ' s estimate of the quantities of work to be
done and materials to be furnished is as shown on the
plans and in the proposal and is given as a basis for
the comparison of bids only. The City does not
expressly, nor by implication, agree that the actual
amount of work will correspond therewith, but reserves
the right to increase or decrease the amount of any
portion of the work, or to omit portions of the work,
as may be deemed necessary or advisable by the Engineer.
1-2. 03 Examination of Contract Documents and Site
of Work
1 The bidder shall examine carefully the site of the
proposed work, the plans, specifications , proposal and
all other contract documents . The submission of a
proposal shall be considered conclusive evidence that
the bidder has investigated and is satisfied as to
the conditions to be encountered in respect to the
character, quality and quantities of work to be
performed and materials to be furnished.
1-2. 04 Rejection of Proposals
Proposals may be rejected if they show any alteration
of form, additions not called for, conditional or
alternative proposals not called for, modification of
specifications , erasures or irregularities of any
kind. Proposals in which the prices are obviously
unbalanced and those not presented on the authorized
proposal forms may be rejected. The City Council may
reject bids for any reason.
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1-2. 05 Bid Bond
Each proposal submitted under these specifications
must be accompanied by cash, cashier's check, -
certified check or satisfactory bidder ' s bond made
payable to the City of San Juan Capistrano in an amount
not less than ten (10) percent of the total bid price
of such proposal as a guaranty that the bidder, if his
proposal be accepted, will enter into and execute the
awarded contract within fifteen (15) days after the
agreement form is delivered to him for a signature
or within such further time as may be granted by the
City Council. Delivery shall be complete when a copy
thereof is delivered personally to the Contractor or
his authorized agent or representative, or when a copy
thereof is placed in an envelope addressed to said
Contractor at his last known address and deposited in
the United States mail , at San Juan Capistrano,
California, with the postage thereon fully prepaid.
No proposal will be accepted unless such cash, check or
surety bond is enclosed therewith. Should any bidder
to whom an award is made fail to properly enter into
and execute the awarded contract, the cash, check or
bond submitted with his bid and proposal in the amount
equal to the difference between the lowest bid and the
lowest bidder who will execute a contract shall be
forfeited to, and become the property of, the City.
Following the execution of the contract, the bid bonds
shall be returned to the representative bidders .
1-2 . 06 Withdrawal of Proposals
Any bid may be withdrawn at any time prior to the time
fixed in the Legal Notice for the opening of bids only
by written request for the withdrawal of the bid filed
with the City Engineer or City Clerk. The request
shall be executed by the bidder or his duly authorized
representative. The withdrawal of a bid does not
prejudice the right of the bidder to file a new
bid. A bid will not be received after the time fixed
in the Legal Notice for the opening of bids, nor may
any bid be withdrawn after that time.
1-2. 07 Disqualification of Bidders _
More than one proposal from any bidder, or combination
thereof, under the same or different names will not be
considered unless alternative bids are called for.
Reasonable grounds for believing that any bidder, or
combination thereof, is interested in more than one
-28-
proposal for the work will cause the rejection of all
proposals in which such bidder, or combination thereof ,
is interested. A person, firm, or corporation 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 sub-proposal or quoting
prices to other bidders. I£ there is reason to believe
that collusion exists among bidders, none of the par-
ticipants in such collusion will be considered in future
proposals.
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1-3 AWARD AND EXECUTION OF CONTRACT
1-3 . 01 Award of Contract
The award of the contract, if it be awarded, will be
made to the lowest responsible and qualified bidder
whose proposal complies with all the prescribed require-
ments. Award will be based on any combination of low
base bid and selected alternates . Such award, if made,
will be made within thirty (30) days after the opening
of the proposals and the bidder shall hold his proposal
open to the City for said thirty (30) day period.
Until an award is made, the right will be reserved to
reject any or all bids, and to waive technical errors
or discrepancies, if to do so is deemed to best serve
the interest of the City.
All bids are to be computed on the basis of the given
estimated quantities of work, as indicated in the
proposal, multiplied by the unit prices as submitted
by the bidders. In case of a discrepancy between the
unit price and the extension thereof, the unit price
shall prevail and the bids will be computed as indicated
above and compared on the basis of the corrected totals .
In selecting the lowest responsible bidder, consideration
will be given to the bidder ' s financial standing , his
general competency for the performance of the work _
covered by the proposal and the size of previous jobs
satisfactorily completed by him. Bidders may be
required to present satisfactory evidence that they
have been regularly engaged in the business , or are
reasonably familiar therewith, and that they are fully
prepared with the necessary capital , materials and
machinery to complete the work to be contracted for ,
to the satisfaction of the City Council. Each bidder
must be prepared to furnish, at the time of opening bids ,
a certified copy of his financial statement.
1-3 . 02 Contract Bonds
The successful bidder will be required at the time of
execution of the contract to furnish a Labor and
Material Bond and a Faithful Performance Bond, each
in an amount equal to one hundred (100) percent of the
contract price. The forms of bonds required are
enclosed herewith. Should any surety or sureties
upon said bonds or any of them become insufficient,
the Contractor shall renew said bond or bonds with
good and sufficient sureties within ten (10) days
after receiving notice from the Engineer that the
surety or sureties are insufficient. Thereafter, no
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payment shall be made upon such contract to the
contractor, or any assignee of the contractor,
until such renewed bond or bonds have been
furnished.
1-3 .02 Bid Breakdown
The successful bidder shall submit a tabulation
of his bid prior to award of the contract . This
tabulation shall be used as the basis of contract
adjustments in case of project modifications .
1-3 .03 Failure to Execute Contract
Failure to execute the contract and file acceptable
bonds , as specified in Section 1-3 .02, and insurance
certificates, as specified in Section 1-7.02, shall
be just cause for the annulment of the award and the
forfeiture of the bid bonds . Transfers of contract ,
or of interest in contracts, are prohibited .
1 1-3 .04 Execution of Contract
The contract shall be signed by the successful
bidder and returned together with the required
contract bonds and insurance certificates within
fifteen (15) days after the agreement has been
delivered to him for signature, as defined in
Section 1-2.05. No proposal shall be considered
binding upon the City until the execution of the
contract .
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r
1-4 SCOPE OF WORK
1-4.01 Intent of Plans and Specifications
The intent of the plans and specifications is to
prescribe and provide for the complete and finished
performance, in every respect, of the entire work
or improvement indicated by the plans and specifications.
The Contractor undertaking the execution of all or any
part of such work or improvement will be required
to perform, construct and complete the same in a
thorough, satisfactory and workmanlike manner in
accordance with the provisions of the plans and speci-
fications therefor. Unless otherwise specified, the -
Contractor shall furnish all labor, materials, tools,
equipment, and incidentals and do all the work
specified in the plans and specifications .
1-4.02 Removal of Obstructions
All fences , buildings, unnecessary structures , pipe ,
trees, shrubs , debris , and other unclassified obstruc-
tions or encumbrances of any kind or character
encountered, and which if left in place would interfere
with the proper performance, construction or completion
or the work, or would impair its subsequent intended
use, shall be removed by, and at the expense of the
Contractor, unless otherwise provided by the specifi-
cations , plans or proposal form. However, with respect
to any such obstruction or encumbrance which is the
property of the owner of a public utility or City fran-
chise, attention is directed to the provisions of the
subsection hereof titled "Public Utilities . "
1-4 . 03 Public Utilities
The Contractor shall advise the Engineer if, to
satisfactorily complete the work, it becomes necessary
to remove, relocate or protect any facility of any
public utility or holder of City franchise, which was
not shown on the plans or specified in the specifi-
cations to be removed , relocated or protected by the
Contractor.
If the cost of such work must be borne by the owner
of the facilities, the Engineer will notify the owner
to move such facilities within a specified time and
the Contractor shall not interfere with same
If the cost of such work is not required to be borne
by the owner of the facilities, the City shall bear
all expenses therefor. It shall be understood that
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in such cases the City shall have the option of doing
such work with its own forces or permitting the work
to be done by the Contractor.
The right is reserved to the State, County or City
and to owners of public utilities and franchises to
enter at any time upon any street, alley, right-of-way
or easement for the purpose of making changes in their
property made necessary by the work, and for the purpose
of maintaining and making repairs to their property.
The Contractor shall receive no additional compensation
for delays to the work or expenses incurred by reason
of the failure of a public agency or the owner of a
public utility or franchise to move or relocate his
property and under no circumstances will such delay
or expense be considered as the basis of a claim
against the City on the contract.
1-4 . 04 Changes
The City reserves the right to make such alterations ,
deviations, increases or decreases, additions to or
omissions from the plans and specifications as may be
required by the Engineer and to require such extra work
as may be determined by the Engineer to be necessary
for the proper completion of the whole work contemplated.
Only when ordered or approved by the Engineer in writing
may any such changes be made and the same shall in no
way affect or invalidate the contract. The Engineer ' s
written order will specify, in addition to the work to
be done in connection with the change made , the
adjustment of contract time, if any, and the basis of
compensation for such work.
1-4 . 05 Final Clean-Up
tUpon completion and before making application for
acceptance of the work, the Contractor shall clean the
street, borrow pits and all ground occupied by him in
connection with the work of all rubbish, excess materials ,
temporary structures and equipment and all parts of the
work shall be left in a neat and presentable condition.
l
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2-5 CONTROL OF THE WORK
1-5 , 01 Authority of the Engineer
The Engineer shall decide- all questions which may arise
as to the quality or acceptability of materials furnished
and work performed and as to the manner of performance
and rate of progress of the work; and questions as to
the interpretation of the plans and specifications; and
all questions as to the acceptable fulfillment of the
contract on the part of the Contractor. His decision —
shall be final and he shall have authority to enforce
and make effective such decisions and orders which the
Contractor fails to carry out promptly.
1-5.02 Inspection of Work
The Engineer shall at all times have access to the work
during its construction, and shall be furnished with
all reasonable means and facilities for ascertaining
the progress of the work and the workmanship and
quality of materials used. All work performed and all
materials furnished shall be subject to his inspection
and approval .
The inspection of the work shall not relieve the
Contractor of any of his obligations to fulfill the
contract as prescribed. Defective work or materials
shall be made good, and unsuitable material may be
rejected notwithstanding the fact that such defective
work and unsuitable materials have been previcusly _
inspected by the Engineer and accepted.
Whenever ,the Contractor varies the period during which
work is carried on each day, he shall give 24 hours
advance notice to the Engineer so that proper
inspection may be provided. Any work done in the
absence of the Engineer will be subject to rejection.
Projects in which other public or private agencies are
involved or have an interest shall•be subject to
inspection at all times by their respective agents
or representatives .
1-5. 03 Interpretation of Plans and Specifications -
Should it appear that the work to be done or any
matter relative thereto is not sufficiently detailed _
or explained in the plans , specifications and special
provisions , the Contractor sha-1 apply to the
Engineer for such further explanation as may be necessary
and shall conform to such explanation or interpretation —
as part of the contract.
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In the event of any discrepancy between any scaled
dimensions on the plans and the figures written there-
on, the figures shall be taken as correct.
The specifications , plans , special provisions and all
supplemental contract documents are essential parts
of the contract and a requirement occurring in one
is as binding as though occurring in all. If there
should be any inconsistencies in the above documents ,
the order of authority and control shall be as follows :
1. Special Provisions , 2 . Detail Specifications ,
3. Standard Specifications , 4. Plans, 5 . Standard
Details , and 6. General Provisions .
1-5. 04 Supervision by Contractor
The Contractor shall provide efficient supervision of
the work at all times, and shall provide and keep on
the work site at all times during its progress , a
competent superintendent and any necessary assistants ,
all of whom shall be satisfactory to the Engineer.
All instructions from the Engineer shall be given in
writing to the superintendent and shall be as binding
as if given to the Contractor in person.
1-5. 05 Errors or Discrepancies Noted by Contractor
If the Contractor, either before commencing work or in
1 the course of the work, finds any discrepancy between
the specifications and the plans , or between either
of the above and the physical conditions at the site
of the work, or finds any error or omission in any of
the plans or in any survey, he shall promptly notify
the Engineer in writing of such discrepancy, error or
omission. If the Contractor observes that the plans
or specifications are at variance with any applicable
law, ordinance, regulation, order, or decree, he shall
promptly notify the Engineer in writing of such conflict.
The Engineer, on receipt of such notice, shall promptly
investigate the circumstances and give appropriate in-
structions to the Contractor. Until such instructions
are given, any work done by the Contractor, whether
directly or indirectly, after his discovery of such
error, discrepancy, or conflict, will be at his own
risk and he shall bear all costs arising therefrom.
1-5. 06 Conformity with Plans and Allowable Deviations
Finished surfaces in all cases shall conform to the
authorized lines, elevations , grades , cross-sections
and dimensions . Deviations , other than specified
tolerances , from the approved plans and working
drawings , as may be required by the exigencies of con-
struction , will in all cases be determined by the Engi-
neer and authorized in writing.
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1-5. 07 Plans and Working Drawings
The contract plans furnished show such details as may
be necessary to comprehensively indicate the work that
is proposed and the results that are intended to be
accomplished. The Contractor shall keep one set of
plans and specifications in good condition at the site
of the work at all times .
All authorized alterations affecting the requirements
and information given on the approved plans shall be
in writing. No changes shall be made to any plan or
drawing after the same has been approved by the Engi-
neer, except by the written direction or approval of
the Engineer.
The contract plans shall be supplemented by such work-
ing drawings as are necessary to control the work _
adequately. Such working drawings shall be supplied
by and at the expense of the Contractor.
Working drawings shall include, but not be limited to:
anchor bolt layouts , shop details , erection plans and
bending diagrams for reinforcing steel , which shall be
approved by the Engineer before any work involving
these plans is performed. Similar plans for cribbing,
falsework, sheeting, form work and certering may also
be required of the Contractor, and if so, shall like-
wise be subject to approval by the Engineer, but only
insofar as the details thereof affect the quality of
the finished work. Details of design will be left to
the discretion of the Contractor who shall be respon-
sible for the successful construction of the work.
It is mutually agrees that approval of the Contractor ' s
working drawings by the Engineer shall not relieve the
Contractor of any responsibility for accuracy of dimen-
sions and details , or for mutual agreement of dimen-
sions and details. The Contractor shall be responsible
for agreement and conformity of his working drawings
with the contract plans and specifications.
The plans show conditions as they are believed by
the Engineer to exist, but it is not intended or to
be inferred that the conditions as shown thereon con-
stitute a representation by the City or its officers _
that such conditions are actually existent. Nor shall
the City or any of its officers be liable for any loss
sustained by the Contractor as a result of any variance
of the conditions as shown on the plans and the actual
conditions revealed during the progress of the work,
or otherwise.
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1-5. 08 Defective and Unauthorized Work
All work which is determined by the Engineer to be
defective in its construction or deficient in any of
the requirements of the plans and specifications shall
be remedied or removed and replaced by the Contractor
at his expense in a manner acceptable to the Engineer.
Any work done beyond the lines and grades shown on
the plans or established by the Engineer, or any
extra work done without written authorization will
be considered as unauthorized work and will not be
paid for. Upon order of the Engineer, unauthorized
work shall be remedied, removed or replaced at the
Contractor' s expense.
Upon failure on the part of the Contractor to comply
promptly with any order of the Engineer made under
the provisions of this subsection, the City may cause
the defective or unauthorized work to be remedied or
removed and replaced at the expense of the Contractor .
1-5. 09 Survey and Reference Points
The Engineer shall establish all reference points and
survey all lines and grades as he determines to be
necessary for the execution of the work. Such sur-
veys shall constitute instructions from the Engineer.
The Contractor shall notify the Engineer in writing
at least 24 hours in advance of his requirements and
M shall not proceed with the work requiring such surveys ,
until all necessary points, lines and grades have been
established.
In the event that the original location of points ,
lines and grades proves impractical to maintain during
the course of the work, the Contractor shall request
relocation of such points . If, in the opinion of the
Engineer, such relocation is necessitated by unantici-
pated actual conditions, said points , lines and grades
shall be relocated at no cost to the Contractor. If ,
in the opinion of the Engineer, inadequate justifica-
tion for relocation is made, the costs of such reloca-
tions will be charged to the Contractor.
tThe Contractor shall carefully preserve all reference
points , bench marks, and other survey points and in
case such stakes and marks are destroyed or damaged,
they will be replaced at the Engineer ' s earliest con-
venience. The Contractor may be charged for the cost
of replacing or restoring stakes and marks destroyed
or damaged by reason of his negligent operations .
The Contractor shall furnish.. the Engineer such
facilities and labor necessa, y for setting and main-
taining points and lines As he, may require.
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1-5. 10 Equipment and Plant
The Contractor shall furnish equipment and materials
production plants suitable to produce the quality of
work and materials required to properly perform the --
work in accordance with plans and specifications .
Such equipment and material production plants, must
be in a good state of repair and maintained in such _
state during the progress of the work. No worn or
obsolete equipment shall be used and in no case shall
the manufacturer ' s rating of capacity be exceeded.
The Contractor, when ordered by the Engineer, shall
remove all unsuitable equipment from the work and
discontinue the operation of unsatisfactory material
production plant. The Engineer shall have access to
all plants for material inspection.
All vehicles used to haul materials over existing
highways shall be equipped with pneumatic tires .
1-5. 11 Character of Workmen
The Contractor shall employ only competent foremen,
laborers, and mechanics. If any sub-contractor,
superintendent, foreman, laborer or other person
employed on the work by the Contractor shall appear
to the Engineer to be intemperate, incompetent,
troublesom or otherwise undesirable, he shall be
removed immediately from the work on the request
of the Engineer, and such person shall not again be
employed on the work.
1-5. 12 Final Inspection
When the work provided and contemplated by the con-
tract has been completed and the final cleanup per-
formed, the Engineer will make the final inspection.
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1-6 CONTROL OF MATERIALS
1-6.01 Source of Supply and Quality of Materials
The Contractor shall furnish all materials required
to complete the work, except such materials as are
designated in the special provisions to be furnished
by the City. The Contractor will be held responsible
for all materials delivered to him by the City for
use in the work and deductions will be made from any
monies due him to make good any shortages or deficien-
cies , from any cause whatsoever, which may occur after
such delivery.
All materials furnished and used in the work shall be
new unless otherwise specifically provided in the
specifications , on the plans , or in the special pro-
visions. Only materials conforming to the require-
ments of the specifications and approved by the Engi-
neer shall be incorporated in the work.
At the option of the Engineer, the source of supply
of each of the materials shall be approved by him
before the delivery is started. All materials pro-
posed for use may be inspected or tested at any time
during their preparation and use. After trial , if
it is found that sources of supply which have been
approved do not furnish a uniform product, or if the
product from any source proves unacceptable at any
time, the Contractor shall furnish approved material
from other approved sources . No material which, after
approval , has in any way become unfit for use, shall
be used in the work.
1-6 . 02 Sample and Tests
The Contractor shall notify the City a sufficient time
in advance of the manufacture or production of materials
to be supplied by the Contractor under this contract
in order that the City may arrange for required in-
spection and testing of same.
Representative preliminary samples of the nature and
quality prescribed shall be submitted by the Con-
tractor or producer of all materials to be used in
the work for testing or examination as described by
the Engineer. All tests of materials furnished by
the Contractor shall be made in accordance with the
methods in use by nationally recognized testing organi-
zations and such special methods and tests as prescribed
in the standard specifications and in the special pro-
visions . The Contractor shall furnish such samples
of materials as are requested by the Engineer without
charge. No material required to be tested shall be
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used until it has been approved by the Engineer.
Samples will be secured and tested whenever necessary
to determine the quality of material. City shall pay
the cost of each first test; Contractor shall pay the
cost of all tests thereafter.
1-6. 03 • Defective Materials
All materials not conforming to the requirements of
the specifications shall be considered as defective
and all such materials , whether in place or not, shall
be rejected and shall be removed immediately from the
site of the work unless otherwise permitted by the
Engineer. Upon failure on the part of the Contractor
to comply with any order of the Engineer made under
the provisions of this subsection, the City shall have
authority to remove and replace defective material at
the expense of the Contractor.
1-6. 04 Storage of Materials
All materials for use in the work shall be stored by
the Contractor in such a manner as to present damage
from exposure to elements , admixture of foreign
materials or from any other cause. Materials shall
also be stored so as to facilitate prompt inspection.
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1.7 LEGAL RELATIONS AND RESPONSIBILITIES
1-7. 01 Observing Laws and Ordinances
The Contractor shall keep himself fully informed of
all state and national laws , County and City ordi-
nances and regulations which in any manner affect
those engaged or employed in the work, or the materials
used in the work, or which in any way affect the con-
duct of the work, and of all such orders and decrees
of bodies or tribunals having any jurisdiction or
authority over same. If any discrepancy or incon-
sistency is discovered in the plans , specifications
or contract for the work in relation to such law,
ordinance, regulation, order or decree, he shall
forthwith report the same to the Engineer in writing.
The Contractor shall at all times observe and comply
with all such laws , ordinances , regulations , orders
or decrees, and shall protect and indemnify the City,
the Engineer, and all officers and agents of both,
1 against any claim or liability arising from or based
on the violation of any such law, ordinance, regula-
tion, order or decree, whether by himself or his
employees. Special attention is directed to the
following sections of the various codes of the State
of California :
1-7 . 01. 1 Prevailing wage
The Contractor shall forfeit as penalty to the
City of San Juan Capistrano twenty-five dollars
($25) for each calendar day or portion thereof ,
for each workman paid less than the general pre-
vailing wage rates stipulated for any work done
under the contract by him or by any subcontractor
under him, in violation of the provisions of the
Labor Code and in particular Section 1770 to Sec-
tion 1780 inclusive , thereof.
Pursuant to the provisions of Section 1770 of the
Labor Code, the City Council of the City of San
Juan Capistrano has ascertained the general pre-
vailing rate of wages in the locality in which
the work is to be performed for each type of
workman needed to execute this contract. The
hourly wage rates , the rates of per diem wages
and the rates of overtime and holiday work, are
based on the latest revision of the Southern
California Master Labor Agreement and are on file
in the offices of the City Engineer and the City
Clerk.
The wage rates set forth are the minimum that may
be paid by the Contractor. Nothing contained
herein shall be construed as Preventing the Con-
tractor from paying more than the minimum rates
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set forth. The City will not recognize any
claim for additional compensation because of
the payment by the Contractor of any wage rate
in excess of the prevailing wage rate so set
forth. The possibility of wage increases, sub-
sistence, travel time, overtime, welfare bene-
fits or other added compensations are elements
to be considered by the Contractor in deter-
mining his bid and will not, under any circum-
stances, be considered as the basis of a claim
against the City on the contract.
1-7. 01. 2 Hours of Labor
The Contractor shall forfeit as penalty to the
City of San Juan Capistrano twenty-five ($25)
dollars for each workman employed in the perfor-
mance of the contract, by him or by any subcon-
tractor under him, for each calendar day during
which any workman is required or permitted to
labor more than eight (8) hours in violation of
the provisions of the Labor Code, and, in par-
ticular, Section 1810 to Section 1815. inclusive,
thereof.
The Contractor shall keep full, true, and accurate
records of the names of, rates paid to , and actual
hours worked by, all workers and laborers employed
under this contract and shall allow access to the
same at any reasonable hour to the City, its agent
or representatives as contemplated under the pro-
visions of said Labor Code.
1-7 . 01. 3 Labor Discrimination
Section 1735 of the Labor Code reads as follows :
"No discrimination shall be made in the employment
of persons upon public works because of the race, _
color, national origin or ancestry, or religion of
such persons and every contractor for public works
violating this Section is subject to all the
penalties imposed for a violation of this Chapter. "
1-7 . 01. 4 Employment of Apprentices
Attention is directed to the provisions in Sec-
tions 1777 . 5 and 1777. 6 of the Labor Code con-
cerning the employment of apprentices by the Con-
tractor or any sub-contractor under him. Section
1.777. 5, as amended, requires the Contractor or
sub-contractor employing tradesmen in an appren-
ticeable occupation to apply to the joint appren-
ticeship committee nearest the site of the public
works project and which administers the apprentice-
ship program in that trade for a certificate of _
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approval. The Contractor and any sub-contractor
under him shall comply with the requirements of
Section 1777 . 5 and 1777 . 6 in the employment of
apprentices .
1-7 . 01. 5 Contractors Licensing Laws
Attention is directed to the provisions of Chapter
9 of Division 3 of the Business and Professions
Code concerning the licensing of Contractors. All
bidders and Contractors shall be licensed in accor-
dance with the laws of this State and any bidder
or Contractor not so licensed is subject to the
penalties imposed by such laws .
1-7 . 02 Insurance
The Contractor shall carry public liability insurance
in an amount not less than $500 , 000 for injuries,
including accidental death, for one person, and subject
to the same limit for each person in an amount not less
than $1,000 , 000 on account of any one accident and prop-
erty damage insurance in an amount not less than $500 , 000 .
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 $250 , 000 for
any one person and $500 , 000 for any one accident, and
property damage of $100, 000 . 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 this is an element to be
considered by the Contractor in determining his bid.
Said policy or policies of insurance shall name the
City of San Juan Capistrano as an additional insured,
and shall provide for ten (10) days notice to the City
of San Juan Capistrano prior to cancellation of said
policy or policies of insurance.
Workmen ' s compensation and employer' s liability insurance
shall be maintained durina the life of the contract
covering all employees on the project. In case any
employees engage in hazardous work under this contract
and are not protected under the Workmen' s Compensation
Act, the Contractor shall provide, or cause to be pro-
vided, appropriate insurance for the protection of all
such employees not otherwise protected.
The Contractor shall be responsible for the insurance
coverage, as herein provided, of all employees of any
subcontractors . Such insurance shall be furnished by
companies satisfactory to the City and certificates
showing that all the above-mentioned insurance has been
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issued and is in full force and effect, shall be fur-
nished to the City prior to commencing work on this
project.
If the Contractor fails to maintain such insurance, the —
City may obtain such insurance to cover any damages
which the City or its principals may be liable to pay
through any of the operations under this contract and _
deduct and retain the amount of the premiums for such
insurance from any sums due under the contract.
The Contractor at his own cost, expense and rise, shall
defend any and all actions , suits or other legal pro-
ceedings which may be brought or instituted against the
City or its principals on any such claim or demand and
pay or satisfy any judgment that may be rendered against
the City or its principals in any such action, suit or
legal proceedings or result thereof.
Nothing herein contained shall be construed as limiting
in any way the extent to which the Contractor may be
held responsible for payment of damages to persons or -
property resulting from his operations or of that of any
subcontractors under him.
1-7. 03 Responsibility for Damage
The City, the City Council , the Engineer and their
authorized representative shall not be answerable or
accountable in any manner for any loss or damage that may
occur to the work or any part thereof; or for injury or
damage to any person or persons, whether workmen or the
public; or for damage to the adjoining property from
any cause whatsoever during the progress of work.
The Contractor shall indemnify and save harmless the
City, the City Council , the Engineer and their authorized
representatives from any and all suits , claims , or actions
brought by any person or persons for, or on account of ,
any injuries or damages sustained in the construction of
the work or by or in consequences of any improper
materials used in its construction; or by or on account of
any act or omission of the Contractor or his agents .
The Contractor shall be responsible for any liability
imposed by law for any damage to any person or property
resulting from defects or obstruction or from any cause
whatsoever during the progress of the work or at any
time before its completion and final acceptance. _
1-7. 04 Contractor ' s Responsibility for Work and Material
Until the formal acceptance of the work by the City
Council, the Contractor shall have the charge and care
thereof and shall bear the risk of injury, loss or danage
to any part thereof by the action of the elements or
from any other cause whether arising from the execution
or from the non-execution of the work. The Contractor
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r
rebuild, repair, restore, and make good all injuries ,
losses , or damages to any portion of the work or
the materials occasioned by any cause
1 .
-44A-
before final acceptance, and shall bear the expense
thereof, except for such injuries, losses, or damages
occasioned by the activities of the Federal Govern-
ment, or the public enemy.
The suspension of the work for any cause whatsoever
shall not relieve the Contractor of his responsibility
for the work and materials as herein specified. _
1-7 . 05 Personal Liability
Neither the City Council, the Engineer nor any other
officer, authorized representative or agent of the
City shall be personally responsible for any liability
arising under the contract. _.
1-7. 06 Preservation of Property
The Contractor will be held responsible for the pre-
servation of all public and private property along
and adjacent to the work and will be required to
exercise due precaution to avoid and prevent any -
damage or injury thereto as a consequence of his
operations .
1-7. 06 . 1 Above-Ground Facilities
Roadside trees and shrubbery that are not to be
removed and pole lines , fences, signs, survey
markers and monuments , buildings , and other
structures , conduits and pipelines above ground
and any other existing improvement or facilities _
within or adjacent to the work which are not to
be removed shall be protected from injury or
damage. The Contractor shall provide and install
approved safeguards to protect such objects from
injury or damage. If such objects are injured or
damaged by reason of the Contractor's operations ,
they shall be replaced or restored to an approved
condition at the Contractor' s expense.
1-7. 06. 2 Underground Facilities
The Contractor shall protect from injury or damage
all existing underground conduits , pipelines ,
irrigation lines , drainage facilities and other
facilities within or adjacent to the work which
are not to be removed. The location and descrip-
tion of underground facilities shown onthe plans
are in accordance with available records , but
should be considered as approximate only.
Attention is directed to the possible existence
of underground facilities not known to the City
or in a location different from that which is
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shown on the plans . The Contractor shall be
responsible to ascertain the exact location of
all underground facilities shown on the plans,
or otherwise made known to him, prior to doing
work that may damage such facilities or interfere
with their service. The fact that any underground
facility is not shown upon the plans but is other-
wise made known to the Contractor shall not relieve
him of his responsibility under this subsection.
On the order of the Engineer, the Contractor
shall repair or replace at his expense , and to
the satisfaction of the Engineer and the owners
thereof, any damaged or impaired underground
facility which was shown on the plans , regardless
of the fact that the location may have been shown
erroneously, or which was made known to the Con-
tractor prior to being damaged. In the event
underground facilities of which the Contractor
had no prior knowledge are damaged or impaired,
and if in the judgment of the Engineer, such
damage was not caused by negligence or careless-
ness on the part of the Contractor, they will be
repaired or replaced at City expense as determined
by the Engineer.
When any underground facility not shown on the
plans requires relocation due to interference
with the work to be done, the Engineer will
arrange with the owners of the underground facility
for the required relocation. All such relocations
will be performed at no expense to the Contractor.
In the event the owners of the underground facility
prefer that the relocation be performed by the
Contractor, the Engineer will negotiate with the
Contractor to determine the cost of relocation.
Payment for such relocation will be made by the
owners or as extra work, as the case may be.
1-7 . 07 Public Convenience and Safety
The Contractor shall so conduct his operations as to
cause the lease possible obstruction and inconvenience
to public travel and he shall have under construction
no greater length or amount of work than he can
prosecute properly with due regard to the right of
the public, or as directed in the specifications or
special provisions .
Unless otherwise provided in the special provisions ,
all public traffic shall be permitted to pass through
the area of the work with as little inconvenience and
-46-
delay as possible. Not more than one crossing or
intersecting street or road shall be closed at any
one time without the approval of the Engineer.
Construction operations shall be conducted in such _
a manner as to cause as little inconvenience as
possible to abutting property owners.
Convenient access to driveways , houses, and buildings -
along the line of work shall be maintained and tem-
porary crossings shall be provided and maintained
in good condition. Residents along the line of work
shall be provided passage as far as practicable.
Whenever the Contractor ' s operations create a condi-
tion hazardous to traffic or to the public, he shall
furnish and maintain as necessary, at his expense
and without cost to the City, such flagmen or guards ,
fences, barricades, lights , signs and other devices
as are determined by the Engineer to be required to
give adequate warning of any dangerous conditions to
be encountered and to prevent accidents and avoid
damage or injury to the public. The Contractor shall
also erect and maintain such warning and directional
signs as may be furnished by the City.
Water or dust palliative shall be applied as necessary
for the alleviation or prevention of dust nuisance as
provided in the detail specifications .
1-7. 08 Employee Safety
Reasonable precautions shall at all times be exercised
for the safety of employees on the work and applicable
provisions of the State and local laws and building
and construction codes shall be observed.
All machinery and equipment and other physical hazards
shall be guarded in accordance with the safety pro-
visions of the Manual of Accident Prevention in Con-
struction of the Associated General Contractors of
America unless such provisions are 'incompatible with
State, County or Municipal laws or regulations , in
which event such State, County or Municipal laws or
regulations shall govern.
1-7 . 09 Sanitary Conditions
The Engineer may from time to time prescribe the rules
and regulations for maintaining sanitary conditions
along the work and the Contractor shall enforce obser-
vance of the same by his employees, and the employees
of subcontractors . If the Contractor fails to enforce
these rules and regulations, the Engineer shall have
authority to enforce them and any expense shall be
the Contractor ' s . _
-47-
1-7 . 10 Permits and Licenses
The City will obtain Orange County Flood Control and
State Highway permits required for the accomplishment
of the work. The Contractor will be required to ob-
tain a City Business License and, when applicable,
any and all Railroad and all other permits required
for accomplishment of the work.
1-7.11 Patented and Specified Articles
Whenever in the specifications any material or pro-
cess is indicated or specified by patent or propri-
etary name or by name of manufacturer, such specifi-
cations shall be deemed to be used for the purpose
of facilitating description of the material and/or
process desired and shall be deemed to be followed
by the words "OR APPROVED EQUIVALENT, " and the bidder,
in the proposal submitted by him, may offer any
material or process which shall be equal in every
respect to that so indicated or specified; provided
however, that he shall set out in the proposal, first,
the price of the material or process so offered, and
second, the price of the material or process so indi-
cated or specified.
If the bidder shall not offer any substitute in said
proposal or if a substitute so offered by the bidder
is not found by the Engineer to equal that so indi-
cated or specified, then the Contractor shall furnish
or install the material or process indicated or speci-
fied by name, if one only be so specified or named,
or if more than one be so specified or named, then one
such as shall be specified in the proposal , or if no
one be so specified, then one such as shall be required
by the Engineer.
The Contractor shall assume all costs arising from the
use of patented materials, equipment, devices , or pro-
cesses used on or incorporated in the work and agree
to indemnify and save harmless the City, the City
Council, the Engineer and their duty authorized repre-
sentatives from all suits or law, or actions of every
nature for or on accounts of the use of any patented
materials , equipment, devices or processes .
1-7 . 12 Natural Drainage
The Contractor shall do no work other than that shown
on the plans, or approved by the Engineer in writing,
which will divert drainage water from its existing
course. If, during the Contractor' s operations , he
should damage, alter or cause water to be diverted
from any existing drainage course, he shall, at his
expense, restore said drainage course to its original
condition to the satisfaction of the Engineer.
-48-
1-7. 13 Employment Preference
In the employment of labor, the Contractor shall give
preference, other things being equal, to honorably
discharged members of the armed forces of the United _
States, but there shall be no other preference or
discrimination among citizens of the United States .
1-7.14 Cooperation
Should construction be under way by other forces or
by other Contractors within or adjacent to the limits
of the work specified or should work of any other
nature be under way by other forces within or adjacent
to said limits , the Contractor shall cooperate with
all such other Contractors or other forces to the end
that any delay or hindrance to their work will be
avoided.
1-7.15 Use of Explosives
When use of explosives is necessary for the prosecu-
tion of the work, the Contractor shall use the utmost
care to not endanger life or property. All explosives
shall be stored in a secure manner in accordance with
the provisions of Division XI of the Health and Safety
Code, Chapter 3 , as amended, and shall comply with all
State and County laws , ordinances and regulations
governing such use. All such storage places shall be
clearly marked "DANGEROUS - EXPLOSIVES . "
1-7 .16 Right-of-Way
The City shall provide the permanent right-of-way upon
which the work under this contract is to be done,
together with any temporary construction easements
as shown on the plans .
The City will not be responsible for any delay in
furnishing same and any such delay shall not be made
the basis of a claim for additional compensation by
the Contractor. However, the time -allowed for com-
pletion of the contract will be extended by a period
of time equal to that lost by the Contractor due to
such delay.
The Contractor shall, at his own expense, provide for
the temporary use of additional land if required for
the construction work, for the erection of temporary
construction facilities , and storage of his materials ,
together with right to access thereto.
-49- —
1=8 PROSECUTION AND PROGRESS
1-8 . 01 Subletting and Assignment
The Contractor shall give his personal attention to
the fulfillment of the contract and shall keep the
work under his control. No subcontractor will be
' recognized by the City as having any authority. All
persons engaged in the work of construction will be
considered as employees of the Contractor and he will
be responsible for their work, which shall be subject
to the provisions of the contract and specifications .
All subcontracts shall be in writing. Before any work
is started on a subcontract, a certified copy thereof
may be required to be furnished to the City. Each
subcontract shall contain a reference to the contract
between the City and the principal Contractor. The
terms of that contract shall be made a part of such
subcontract insofar as they are applicable to the
work covered thereby. Any subcontract may be invali-
dated at the direction of the Engineer, if, in his
opinion, the portion of the work which has been sub-
contracted by the Contractor is not being prosecuted
in a satisfactory manner or fails to comply with the
requirements of the principal contract. In such an
event, the subcontractor shall be removed immediately
from the work and shall not again be employed on the
work.
No assignment by the Contractor of the contract to
be entered into hereunder, or any portion thereof,
shall be made for any purpose other than for use as a
collateral and then only after the surety has con-
sented thereto in writing, and after such assignment
has been approved in writing by the City.
No such assignment will be approved by the City Council
unless the instrument of assignment contains a clause
that the assignee assumes all prior liens and claims
for services rendered or materials supplied for the
performance of the work called for 'in the contract.
1-8. 02 Schedule of Work
The Contractor shall submit to the Engineer prior to
starting work on the contract, a practicable schedule
showing the order in which the Contractor proposes
to carry out the work, the dates on which he will
start the salient features of work and the contemplated
dates for completing these salient features . This
schedule shall be consistent, in all respects, with
1 the time of completion requirements of the contract.
-50-
r
If required by the Engineer, the Contractor shall
submit supplementary progress schedules which shall
indicate approximately the percentage of work
scheduled for completion at any time.
1-8 . 03 Time of Completion
The Contractor shall complete the work called for
under the contract in all parts and requirements
within the time of completion requirements of the
contract as set forth in the proposal. Completion
of the work shall be defined as that time when the
Engineer provides written notification to the con-
tractor that the work has been completed to his
satisfaction. This should not be confused with the
formal acceptance of the facilities by the City
Council.
1-8 .04 Liquidated Damages
It is agreed by the parties to the contract that in
case all the work called for under the contract is
not completed before or upon the expiration of the
time of completion limit as set forth in the proposal ,
damage will be sustained by the City of San Juan -
Capistrano and that it is , and will be, impracticable
to determine the actual damage which the City will
sustain in the event of, and by reason of, such delay
and it is therefore agreed that the Contractor will
pay to the City of San Juan Capistrano the sum of
one hundred dollars ($100) per day for each and every
day of delay beyond the time prescribed th complete
the work; and the Contractor herein agrees to pay such
liquidated damages as herein provided for, and further
agrees that the City of San Juan Capistrano may deduct _
the amount thereof from any monies due or that may
become due to the Contractor under the contract. it
is also understood and agreed that, should the con-
tractor fail to furnish the plant, materials , and
equipment, and perform all work herein set forth in
a good and workmanlike manner, he shall, in addition
to any other penalties provided in the contract docu-
ments , be liable to the City for all losses or damages
that the latter may suffer on account thereof.
It is further agreed that in case the work called for
under the contract is not furnished and completed in
all parts and requirements within the time specified,
the City Council shall have the right to extend the
time for completion or not, as it may deem best to
serve the interest of the City, and if it decides
to extend the time limit for the completion of the
contract, it shall further have the right to charge
to the Contractor, his heirs, assigns or sureties ,
and to deduct from the final payment for the work,
_51-
all or any part, as it may deem proper, of the actual
cost of engineering, inspection, superintendence,
and other overhead expenses which are directly charge-
able to the contract, and which accrue during the
period of such extension, except that the cost of
final surveys and preparation of final estimate shall
not be included in such charges.
1 The Contractor shall not be assessed with liquidated
damages nor the cost of engineering and inspection
during any portion of the delay in the completion of
jhe work caused by acts of God or of the public
enemy, fire, floods , epidemics , quarantine restric-
tions , strikes , freight embargoes , failure to move or
relocate public utilities by the owners thereof, which
interfere with the progress of the work, or delays
of subcontractors due to such causes; provided that
the Contractor shall notify the Engineer in writing
of the causes of delay within ten (10) days from the
beginning of any such delay. The Engineer shall
ascertain the facts and the extent of the delay, and
I his findings of fact thereon shall be final and con-
clusive.
1-8 . 05 Temporary Suspension of Work
The Engineer shall have the authority to suspend the
work, wholly or in part by written direction, for
such period as he may deem necessary, due to unsuitable
weather or to such other conditions as are considered
unfavorable for the suitable prosecution of the work
or for such time as he may deem necessary due to the
failure on the part of the Contractor to carry out
order given, to prosecute the work diligently , or
to perform any provision of the contract. The Con-
tractor shall immediately obey such direction of the
Engineer and shall not resume the work until directed
or approved in writing by the Engineer.
If the Contractor should neglect to prosecute the work
properly or fail to perform any prgvisions of this
contract, the City, after three (3) days ' written
notice to the Contractor, may, without prejudice to
any other remedy it may have, make good such deficien-
cies or thereafter due the Contractor; provided, how-
ever, that the City Engineer shall approve such action
and certify the amount thereof to be charged to the
Contractor.
In the event that a suspension of work is ordered, as
provided above , by reason of the failure of the Con-
tractor to carry out orders, to perform any provisions
of the contract or to prosecute the work diligently,
the Contractor, at his expense, shall do all the work
necessary to provide a safe, smooth and unobstructed
passageway through the construction area for use by
public traffic during the period of such suspension.
-52-
The days on which such suspension order is in effect
may be considered as part of the time requirements of
the contract.
In the event that a suspension of work is ordered by
the Engineer, due to unsuitable weather or other un-
suitable conditions which, in the judgment of the
Engineer, are not the fault of the Contractor, the
cost of providing a smooth and unobstructed passage-
way through the work will be paid for as extra work
or, at the option of the Engineer, such work will be
performed by the City at no cost to the Contractor.
The days on which such suspension order is in effect
shall not be considered as part of the time require-
ments of the contract. In the event of a suspension
of work under any of the conditions as set forth
above, such suspension of work shall not relieve the
Contractor of his responsibilities as set forth in
Section 1-7 .
1-8. 05 Termination of Contract
In the event that any of the provisions of this con-
tract are violated by the Contractor or by any sub-
contractor under any subcontract on the work, the
City may terminate the contract by serving written
notice upon the Contractor of its intention to ter-
minate such contract and, unless within ten (10) days
after the serving of such notice, such violation shall
cease, the contract shall , upon the expiration of said
ten (10) days , cease and terminate. As to violations
of the provisions of the contract which cannot be
remedied or corrected within ten (10) days , said
contract shall , at the option of the City, cease and
terminate upon the giving of like notice. In the
event of any such termination for any of the reasons
above-mentioned, the City may take over the work and
prosecute the same to completion by contract or
otherwise for the account and at the expense of the
Contractor and his sureties shall be liable to the
City for any excess cost occasioned in the event of
any such termination, and the City 'may take possession
of and utilize in completing the work, such materials ,
appliances and plant as may be on the site of work and
necessary therefor.
Should the Contractor fail or refuse to proceed with
the work on notice of the Engineer to proceed; should
the Contractor be adjudged a bankrupt or make a _
general assignment for the benefit of creditors or
should a receiver be appointed on account of insol-
vency of the Contractor; should the Contractor per-
sistently or repeatedly refuse or fail, except in —
cases for which an extension of time is provided, to
supply enough properly skilled workmen or proper
-53-
materials to construct and complete said project
within the time required, in a good and workmanlike
manner; should the Contractor fail to make prompt
payment to a subcontractor, or for materials or
labor; should the Contractor fail to make prompt
payment to a subcontractor, or for materials or
labor; should the Contractor persistently disregard
laws, ordinances or the instructions of the City or
its duly authorized engineers , inspectors or repre-
sentatives , or otherwise be guilty of a substantial
violation of any provision of the contract documents ,
then the City, upon the certificate of its City
Engineer that sufficient cause exists to justify such
action, may, without prejudice of any other right or
remedy and after giving the Contractor five (5) days
written notice, terminate the employment of said
Contractor and take possession of the premises and
of all materials , tools, and appliances thereon and
finish the work by whatever methods it may deem
expedient. In such case the Contractor shall not
be entitled to receive any further payment until
the work is finished. If the unpaid balance of the
contract price shall exceed the expense of finishing
the work, including compensation for additional
managerial and administrative services , such excess
shall be paid to the Contractor. If such expense
shall exceed such unpaid balance, the Contractor shall
pay the difference to the City. The expense incurred
by the City as herein provided, and the damage incurred
due to the Contractor' s default, shall be certified
by the City Engineer.
In case this contract, or any alterations or modifica-
tions thereof be thus terminated, the actions of the
City shall be conclusive and said Contractor shall
not be allowed to claim or receive any compensation
or damages for not being allowed to proceed with the
work.
I -
-54-
1-9 MEASUREMENT AND PAYMENT
1-9. 01 Measurement of Quantities
All work to be paid for at a contract price per unit
of measurement will be measured by the Engineer in
accordance with the United States Standard Measures .
A ton shall consist of 2, 000 pounds avoirdupois .
Unless shipped by rail, material paid for by weight
shall be weighed on scales furnished by and at the
expense of the Contractor or on other sealed scales
regularly inspected by the State Bureau of weights
and Measures or its designated representative. All
scales shall be suitable for the purpose intended
and shall conform to the tolerances and specifica-
tions of the State Bureau of Weights and Measures.
The Contractor shall have all scales inspected by
the State Bureau of Weights and Measures as often
as the Engineer may deem necessary to ascertain the
accuracy of such scales.
The Engineer may require the Contractor to furnish
a Public Weighmaster 's certificate or certified daily
summary weight sheets . In such cases, a duplicate
weigh slip or a load slip shall be furnished to each
vehicle weighed and the slip shall be delivered to
the Engineer daily at the point of delivery of the
material , or at such lesser intervals as may be re-
quired by the Engineer.
If material is shipped by rail , the car weights will
be accepted, provided that actual weight of material
only will be paid for and not minimum car weight used
for assessing freight tariff , and provided further
that car weights will not be acceptable for material
to be passed through mixing plants .
Unless otherwise provided, material paid for by the
cubic yard will be measured in the vehicle at the
point of delivery or at a mixing plant, as the case
may be. All materials which are specified for
measurement by the cubic year "measured in the vehicle" -
shall be hauled in vehicles of such type and size that
the actual contents may be readily and accurately
determined.
Lineal or areal quantities of work shall be considered
as being the horizontal lineal or area quantities
determined from measurements or dimensions of such
work made or computed in horizontal planes in accor-
dance with details shown on the pians, unless other-
wise specified. —
-55- —
Quantities of materials in structures will be
measured and/or calculated in accordance with the
dimensions shown onthe plans.
When' liquid measure is applicable, the material
shall be delivered in standard containers or tanks
which have been calibrated and certified by a
representative of the State Bureau of weights and
Measures.
1-9. 02 Scope of Payment
The Contractor shall accept the payment stipulated
in his proposal, subject to any additions thereto or
deductions therefrom which may be made in accordance
with the provisions of the contract documents and
computed upon the basis of the actual quantities in
the completed work, as full compensation for furnishing
all materials , labor, tools , and equipment necessary
to the completed work and for performing all work
contemplated and embraced under the contract in
strict accordance with the plans and specifications ;
also for loss or damage arising from the nature of
the work, or from the action of the elements , except
as hereinbefore provided, or from any unforeseen
difficulties which may be encountered during the
prosecution of the work until the final acceptance
by the City Council and for all risks of every descrip-
tion connected with the prosecution of the work, also
for all expenses incurred in consequence of the sus-
pension or discontinuance of the work as herein
specified; and for satisfactorily completing the work
according to the plans and specifications . Neither
the payment of any estimate nor of any retained per-
centages shall relieve the Contractor of any obliga-
tion to make good any defective work or material.
All labor and materials not specifically mentioned
as bid items, but necessary for satisfactory comple-
tion of the work, shall be considered as part of the
prices for bid items and no extra compensation shall
be made for them.
1-9. 03 Progress Payments
The Contractor shall make a written request of the
Engineer for monthly payments. This written request
shall contain an accounting of the total amount of
the work done and materials furnished by the Contractor
and incorporated into the work. In estimating such
value, the Engineer may take into consideration, along
with other facts and conditions deemed by him to be
proper, the ratio of the difficulty of the work com-
pleted to the probable difficulties of the work to be
done. The Engineer may at his discretion, under
unusual circumstances , approve one additional monthly
payment.
-56-
a
The City shall have access to all payrolls , records
of personnel , invoices of material and any and all
other data relevant to the performance of this con-
tract. There shall be submitted to the City through
its authorized agents , the names and addresses of
all personnel and such schedules of the cost of labor,
equipment, cost and quantities of materials and other
items , supported as to correctness by such evidence
as, and in such form as , the City may require. The
submission and approval of such schedules shall be
a condition precedent to the making of any payments
under the contract.
The City shall retain ten percent (10%) of such
estimated value as part security for the fulfillment
of the contract by the Contractor and shall, within
ten (10) days after approval by the City Council , pay
to the Contractor the balance of such estimated value,
after deducting therefrom all previous payments and
all sums to be kept or retained under the terms of
the contract. No such payment will be made when,
in the judgment of the Engineer, the work is not
proceeding in accordance with the provisions of the
contract, or when in his judgment, the total value
of such payment would be less than $300.
No such estimate or payment shall be construed to be
an acceptance of any defective work or improper
materials.
1-9. 04 Deductions from Payments
The City of San Juan Capistrano, by any of its appro-
priate officers , may at its option and at any time
retain out of any amounts due the Contractor, sums _
sufficient to pay laborers and mechanics employed on
the work the difference between the rate of wages
required by this contract to be paid and rate of
wages actually paid to such laborers and mechanics ,
if less than that specified, and to recover any
other unpaid claims .
1-9. 05 Extra Work
New and unforeseen work, which in the judgment of the
Engineer is found necessary or desirable for the
satisfactory completion of the work, will be classed
as extra work, as well as work specifically designated
as such in the plans or specifications . The Contractor —
shall do such extra work and furnish material and
equipment therefor as directed by the Engineer in
writing. No extra work will be paid for or allowed _
unless the same was done upon written order of the
Engineer and after all legal requirements have been
-57-
complied with. The Contractor agrees that he will
accept as full compensation for extra work, so
ordered, an amount to be determined by one of the
following methods :
1. Unit prices as stated in the proposal when
determined by the Engineer that such work
is covered by any of the various items for
which there is a bid price or by a combina-
tion of such items.
2. A price mutually agreed upon in writing by the
Engineer and Contractor.
3 . Force account as hereafter provided.
All extra work shall be adjusted daily upon report
sheets prepared by the Engineer, furnished to the
Contractor and signed by both parties. Said daily
reports shall thereafter be considered the true
record of all extra work done. The decision of the
Engineer as to whether extra work has in fact been
performed shall be conclusive and binding upon both
parties to the contract.
1-9 . 06 Force Account
When extra work is to be paid for on a force account
basis , compensation will be determined as follows :
1-9. 06 . 1 Materials
A sum equal to the actual cost to the Contractor
of the materials furnished by him, as shown by
his paid vouchers , plus fifteen percent (15%) .
Only materials incorporated in the work shall be
paid for. The City reserves the right to fur-
nish such materials as it deems advisable, and
the Contractor shall have no claims for costs or
profit on such materials .
1-9. 06 . 2 Labor
The actual wages paid as shown on certified copies
of Contractor ' s payroll , for all labor directly
engaged in the work and including the cost of any
compensation insurance for by the Contractor, sub-
sistence and travel allowance paid to such work-
men as required by collective bargaining agree-
ments plus fifteen percent (158) .
1-9 . 06 . 3 Equipment
Equipment will be paid for as a rental charge
whether owned by the Contractor or not, and said
-58-
rental rates prevailing in the City for com-
parable equipment will be paid by the City plus
fifteen percent (15%) . No payment will be allowed
for the use of small tools and minor items of
equipment which, as used herein, are defined as
individual tools or pieces of equipment having a
replacement value of fifty dollars ($50) each
or less.
It is mutually agreed that the fifteen percent
(15%) which is added to the respective costs is
full compensation for all other items of expense,
including overhead, superintendence, use of small
tools , other insurance and profit.
1-9. 07 Final Payment
When the Contractor has satisfactorily completed the
work he shall request a final inspection be made by
the Engineer as soon as practical. Upon completion
of the final inspection and completion of requested
corrections , if any , the Contractor shall prepare
claims for final payment as based on certified weigh-
master 's certificates and/or field measurements and
then arrange a meeting with the Engineer to resolve
any differences that may exist. Upon agreement as to
quantities of the various items of work done and
approved change orders and/or extra work accomplished,
the Contractor shall prepare and submit his final
billing to the City in triplicate. The City shall
pay the entire sum so found to be due after deducting
therefrom all previous payments and all amounts to be
retained under the provisions of the contract. All
prior progress estimates and payments shall be sub-
ject to correction in the final estimate and payment.
The final payment of the monies retained shall not
be due and payable until the expiration of thirty-
five (35) days from the date of filing, in the office
of the County Recorder, the Notice of Completion of the -
work by the City. No certificate given or payment
made under the contract, except the final certificate
or final payment, shall be conclusive evidence of the
performance of the contract, whether wholly or in
part. No certificate or payment shall be construed
to be an acceptance of any defective work or improper
materials. -
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1-10 GUARANTY
The Contractor shall guaranty the work against defec-
tive material or workmanship for a period of one year
from- the date of completion of the contract. Damage
due to acts of God or from sabotage and/or vandalism
are specifically excepted from the guaranty.
When defective material and/or workmanship are dis-
covered which require repairs to be made under this
guaranty, all such work shall be done by the Contrac-
tor at his own expense within five (5) days after
written notice of such defects has been given to him
by the City. Should the Contractor fail to repair
such defective material or workmanship within five
(5) days thereafter, the City of San Juan Capistrano
may cause the necessary repairs to be made and charge
the Contractor with the actual cost of all labor and
materials required. In emergencies demanding immediate
attention, the City of San Juan Capistrano shall have
the right to repair the defect and charge the Contrac-
tor with the actual cost of all labor and material
required. Any repair work performed herein specified
shall be done under the provisions of the original
contract specifications .
The Contractor shall arrange to have his faithful
performance bond run for a period of one year after
the date of completion of the contract to cover his
guaranty as set forth above.
-60-
1-11 LABOR AND MATERIAL BOND
The Labor and Material Bond shall be released at the
expiration of thirty-five (35) days from the date of
filing, in the office of the County Recorder, the
Notice of Completion of the work by the City, pro-
viding no claims have been made against the Contrac-
tor. _
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INDEX
Page
III . SPECIAL PROVISIONS FOR THE HOT SPRINGS DANCE HALL
1. Description . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 64
2. General Contractual Requirements . . . . . . . . . . . . 64
3. Site Work . . . . . . . . . . . . . . . . 66
. . . . . . . . . . . . . . . . . . .
4 . Asphaltic Concrete Paving 71
5. Housemoving . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 75
6. Concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 79
7 . Reinforcing Steel . . . . . . . . . . . . . . . . . . . . . . . . . . . 90
8. Structural Steel and Miscellaneous Metal . . . . 92
9 . Rough Carpentry . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 97
10. Finish Carpentry . . . . . . . . . . . . . . . . . . . . . . . . . . . . 102
11. Builder' s Hardware . . . . . . . . . . . . . . . . . . . . . . . . . . 106
12. Insulation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 109
13. Glazing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 114
' 14 . Resilient Tile . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 117
15. Carpet . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 120
16. Gypsum Wallboard . . . . . . . . . . . . . . . . . . . . . . . . . . . . 123
' 17 . Painting . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 126
18. Miscellaneous Building Specialities . . . . . . . . . 131
19 . Plumbing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 145
20. Electrical Work and Fixtures . . . . . . . . . . . . . . . . 169
21. Heating Ventilating and Air Conditioning . . . . 173
22. Irrigation System . . . . . . . . . . . . . . . . . . . . . . . . . . . 191
23. Planting and Soil Conditioning . . . . . . . . . . . . . . 197
-63-
SECTION III SPECIAL PROVISIONS FOR HOT SPRINGS DANCE HALL
III . 1 - DESCRIPTION
The project consists of relocation and remodeling of an
existing building into a community center as shown on the
drawings , as specified herein and in conformance with the
Standard Specifications . Payment therefor shall be as
specified in Section I and II of these provisisons .
III. 2 - GENERAL CONTRACTUAL REQUIREMENTS
The Contractor shall be required to supply all tools , labor,
materials , equipment and power to complete the tasks as
specified herein. He shall inspect the existing building ,
proposed site and surroundings to insure proper understanding
of scope of work and construction interface difficulties .
Any and all changes or deviations on the part of the Con-
tractor in materials , drawing requirements or specifications
must be approved by the Engineer prior to initiating the
change.
The final general condition of work specified herein and of
' any damage to existing facilities during construction must
be found acceptable to Owner upon project completion.
' Contractor shall observe pre-construction condition of
surroundings and upon completion of project shall remove
all construction tools , surplus materials , and trash from
site , leaving only the improvements as outlined within
' these specifications and the contract drawings .
' -64-
SPECIAL NOTES
Notwithstanding any reference in the specifications to
any article, device , product , material, fixture, form,
or type of construction by name , make , or catalog number,
such references shall be interpreted as establishing a
standard of quality and shall not be construed as limiting
competition and the Contractor, in such cases , may at his
option use any article , device , product , material , fixture ,
form, or type of construction which is in the judgment of
the Engineer expressed in writing equal to that specified. _
-65-
3 - SITE WORK
A. GENERAL
This work shall include the furnishing of all labor,
and materials , equipment , tools , appliances , transpo
ation and services required to perform and complete
all the excavating, filling, compacting and grading
and removal and disposal of plant materials and debr
as required on the site of the building as indicated
the drawings and as herein specified.
B. WORK INCLUDED
The following is a list of the principal items of woi
included in this Section, but shall not be consideree
as a complete list :
1. Site earthwork, including all earthwork operatic
required by the drawings and specifications for
the site and the building area as specified here
in.
2. Trench earthwork, including all trenchwork re-
quired by the drawings and specifications .
C. EXCAVATION DRAINAGE
Operate pumping equipment as required to keep excav-
ations free of water and subgrades dry, firm and
undisturbed until approval of the permanent work has
been received from the Engineer. When the subgrade
for foundations has been disturbed by water, the dis-
turbed material shall be removed to firm undisturbed
material after the water is brought under control.
Disturbed subgrade in trenches shall be removed and
replaced by mechanically tamped sand or gravel.
-66-
D. SITE PREPARATION
1 . This work shall consist of all clearing and
removal as shown on the drawings . Work shall
include the removal of shrubs , stumps , debris
to a minimum depth of 12 inches below finished
grade. All materials removed shall be disposed
of at approved disposal site except as permitter
by the Engineer.
2 . Contractor shall stockpile all top soil for re-
use at a location on the project site as directs
by the Engineer.
E. TRENCH EARTHWORK
1 . Utility trenches (except sanitary sewer) shall
be excavated to a width as necessary for sheetis
and bracing and proper performance of the work.
a. The bottom of trenches shall be graded wit]
bell-holes scooped-out to provide a unifori
bearing.
b. Piping shall be supported on undisturbed
earth unless a mechanical support is shown
C . The length of open trench in advance of
piping laying shall not be greater than is
authorized by the Engineer.
2 . Sanitary Sewer Trenches - trench width at top
of the pipe shall be twenty-four inches maximum
for pipe up to and including 12-inches diameter
and four-thirds diameter of pipe plus eight
inches for pipe larger than 12-inches . Width o
trench above that level shall be as necessary f
-67-
sheeting and bracing and proper performance of
the work.
3. The bottom quadrant of the pipe shall be bedded
on undisturbed soil or granular fill.
a. Undisturbed bell holes shall be no larger
than necessary for jointing . Backfill to
a point 12-inches above top of pipe shall
be clean earth placed and tamped by hand.
b . Granular fill shall be crushed stone or
gravel and graded from No . 4 to 1/2 inch.
Depth of fill shall be a minimum of 3-inches
plus one-sixth of pipe diameter below the
' pipe to 12-inches above top of pipe. Fill
material shall be placed and tamped by hand.
4 . Remainder of backfill shall be accomplished using
' excavated materials placed and compacted as here-
inafter specified.
' F. SITE AND BUILDING EARTHWORK
1 . Excavation shall be accomplished as required
by drawings and specifications .
a. Clearing and grubbing shall consist of re-
moving all natural and artificial objection-
able materials from the site as required.
This work shall be performed in advance of
' grading operations . The natural ground
surface shall be cleared of all vegetable
' growth, such as trees , logs , upturned stumps ,
' roots of downed trees , brush, grass , weeds ,
and all other objectionable materials , with-
in the limits of construction. Grubbing
-68-
shall extend to the outside excavation and
fill slope lines , except that where slopes
are to be rounded, the areas shall extend
to the outside limits of slope rounding.
Within the limits of clearing, all stumps ,
roots 1-1/2 inches in diameter or larger,
buried logs , and all other objectionable
material shall be removed 3-feet below the
existing ground surface or subgrade , which -
ever is deeper.
b . Preservation of Property - Existing improve-
ments , adjacent property , utility and other _
facilities , and trees and plants that are
not to be removed shall be protected from -
injury or damage resulting from the Contract-
or' s operations .
2 . Grading - Grades shall conform to elevations
indicated on site plan.
3 . Soil Rework - Parking area and all other graded _
areas shall be overexcavated one foot and the
exposed surface ripped, watered, and compacted
to at least 90 percent relative compaction re-
lative to the maximum dry density determined
by the standard test method designated ASPM 4
D1557- 70. Removed materials shall be replaced
and compacted to at least 90 percent relative —
compaction.
4 . Fill Preload - Filled areas shall be graded to
an elevation of 6-inches above finish grade and
-69-
compacted as specified above. The additional
fill shall be left in place for a minimum of
45 days . After this period, the additional fill
shall be removed, disposed of as necessary, and
finish grading completed.
' 5 . Top Soil Replacement - Stockpiled top soil shall be
used for existing areas shown to receive planting.
' -70-
III . 4 - ASPHALTIC CONCRETE PAVING
A. GENERAL
The work shall include the furnishing of all labor ,
materials , equipment, tools , appliances , transport-
ation, and services required to complete all the
asphaltic concrete paving as indicated on the drawings
and as specified herein.
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 . Fine grading and preparation and compaction of fine
grade under paving. _
2 . Sterilization of soil
3. Furnishing and completing asphalt concrete paving,
including base, prime, and surface courses .
4 . Paint striping
5 . Application of sealer to paving
C. MATERIALS
1 . Asphaltic concrete paving shall comply with —
requirements for I-B-AR-4000 asphalt concrete as
described in the Standard Specifications .
2 . Base materials shall comply with requirements
of the Standard Specifications for untreated
crushed aggregate base. _
3. Need Killer - "Borescu" shall be applied at 5
to 10 pounds per 100 square feet, "Polybor
Chlorate" applied at 2 to 4 pound per 100 square
feet , or "Noxweed No . 10" applied at 2 gallons
per 100 square feet.
-71-
' 4 . Prime Coat - Grade SC-70 shall conform to
1 "Asphalts , Paving, and Liquid" by the Asphalt
Institute.
' S . Seal Coat - SS-lh asphalt emulsion shall be used
' in accordance with Asphalt Institute Specifi-
cations , PCB No . 1 , dated October, 1958 .
6 . Paint for striping shall conform to Section 91 ,
California Division of Highways Specifications ,
1975 , Regular-Dry White (721-80-95) .
D. WORKMANSHIP
All workmanship shall conform to provisions of the
Standard Specifications , and to the following :
1 . Surface Preparation
a . The parking area shall be over excavated
one foot and the exposed surface ripped,
watered, and compacted to minimum 90% re-
lative compaction, relative to the maximum
dry density determined by ASTM-D1577- 70 .
b . Removed materials shall be replaced and
compacted to minimum 90% relative compaction.
' C . Where 12" or more fill is to be placed in
the parking area, the existing fill surface
may be ripped 12 inches and recompacted
to minimum 90% relative compaction.
d. The entire parking lot area shall be under-
lain by at least two feet of compacted
material under the pavement , in accordance
with this Section.
2 . After grading and rolling of sub-base , and prior
' to placing of asphaltic concrete , treat all sub-
-72-
base to receive asphaltic concrete with weed
killer , in accordance with manufacturer ' s
instructions . Take extreme precaution to
confine weed poison to area to be covered by
asphaltic concrete, and provide all necessary
protection to prevent injury or damage to life
or property.
3. Minimum drainage gradient shall be 1-1/29t.
4 . Painted lines shall be 4" wide ; use paint and
equipment , templates specifically designed for
the purpose of painting or striping asphalt
paving. Striping shall conform to all require-
ments of the City of San Juan Capistrano and to
the Standard Specification. -
5 . When completed, surface shall be compact , smooth
and in no place varied more than 3/16 from a 10
foot straight edge. Flood paved surfaces with
water to test for puddling. Provide additional
asphaltic concrete paving of same mix at low _
spots so that completed surfaces will drain
completely without puddling.
E. PROTECTION AND CLEAN-UP
1. Protect from traffic during all operations and
until paving is set and dry and until paint is
dry.
2 . After completion of work, remove all emulsion
spill or splash from adjoining surfaces , remove
all debris , excess material and equipment ,
leave site in a neat and orderly condition.
-73-
F. GUARANTEE
This Contractor shall repair or restore to first
class condition any portion of the asphaltic paving
in which weed growth, creeping, shoving, cracking ,
reveling, softening, excessive or uneven settlement
due to improperly compacted subgrade or other defects
that are due to improper placing, or defective mater-
ials that appear or become apparent within one (1)
year from the date of acceptance by the Owner.
1
' -74-
III . 5 - HOUSEMOVING
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 housemoving work for the building as indicated
on the drawings and as herein specified. -
B. YORK 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 . Preparation of structures for moving . .
2 . Jacking, lifting and transporting of structures
3 . Physical centering, leveling and adjusting of
structures over new foundation
4. Securing of permits and payment of related fees
S . Protection of property and property improvements
C. MATERIALS
1 . Equipment and materials used in performance of -
the work shall be of the types and sizes approp-
riate for the particular task being performed.
Beams and girders shall be of sufficient section
to prevent subjecting structure to excessive
deflections , racking, or shear stresses during
lifting and transporting operations .
2 . Bracing shall be adequate to resist stresses -
introduced by the moving process . The nature and
extent of bracing shall be the responsibility of
the Contractor.
-75-
' D, WORKMANSHIP
1 . The Contractor shall examine the building in
its present location and shall present a feas-
ible proposal for relocation to the new site
indicated in contract drawings . This proposal
shall include route , moving methods and equip-
ment , sequence of work, interface with work
performed by other subcontractors , and any other
information relevant to evaluation of proposed
work.
2 . Prior to housemoving operations , the move route
shall be approved by the Engineer.
3 . Beams and girders for lifting and transporting
the structure shall be located as nearly as
possible along the lines of supporting found-
ation walls,, beams , and posts of existing
structure so as to eliminate reversal of
stresses , changes in points of contraflexure,
and unusual deformations in structural members
and/or in the structure as a whole.
4 . Beams and girders shall be placed with care to
avoid damage to framing. Sufficient clearance
shall be maintained during their installation
to prevent contact with the existing structural
members . Jacks or other lifting devices shall
be placed to minimize deflections . The entire
segment of structure being moved shall be lifted
atone time to avoid distortion or harmful re-
lative displacement of any parts of the framing.
-76-
5 . Undercarriage for transportation of structure
shall be arranged for "three-point" support to -
eliminate distortion of the structure due to
irregularities and grade changes in the roadway.
6 . Center building in final position over new
foundation as accurately as possible.
7 . Elevate building to bring floor level to elev-
ation slightly above that shown on the drawings
observing same requirements set forth in Items
D. -31 D. -4 , and D. -5 , of this Section. Use
"come-along" or similar winching devices as
required to bring walls and upper levels of cut
portion together. (This specification recognizes
that existing building is not necessarily square
and that walls were not well plumbed in some areas
of the original construction. It is not intended
that the Contractor remedy flaws intrinsic to the
original construction) .
8 . Provide temporary support and lateral bracing as
required to maintain structure in position until
foundation walls are brought to finish heights and -
until structural integrity has been restored at
vertical cuts.
9 . After completion of foundation work, lower struct-
ure onto foundation wall plates . Lower all parts
of the structure uniformly.
10 . Protection of property and of the health and safety
of personnel and the public in relation to perform-
ance of this work shall be the responsibility of
the Contractor. All reasonable safety precautions
-77-
' shall be observed and work shall be performed in
a manner complying with the California Occupa-
tional Health and Safety Act.
E. SPECIAL CONDITIONS
1 . All costs incident to the move, including permit
' fees , engineering and service costs incident to
any relocation of overhead utility lines , and
costs or fees incident to housemoving operations
shall be paid by the Contractor.
2 . Only those contractors regularly engaged in the
' housemoving business , licensed by the State of
California as Contractors , shall be qualified to
perform the work of this Section. Additionally ,
1 before undertaking the performance of this work
the Contractor shall submit evidence, satisfactory
to the Engineer of sufficient capability for comp-
letion of the work in the time and manner specified.
Submittal shall include a list of the types , sizes
and quantities of all equipment items he will
employ in the work and the number of people to be
engaged in the work. No work shall be done under
this Section until qualifications have been approved.
F . CLEAN-UP
Upon completion of the work hereinbefore specified, all
' surplus and waste materials resulting from the oper-
ations , including disused elements of service employed
therein, shall be removed from the premises , and the
entire structure and involved portions of the site , in-
sofar as the work of this Section is concerned, shall
be left in a neat , clean, and acceptable condition as
approved by the Engineer.
-78-
CONCRETE
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 concrete work for the building as indicated
on the drawings and as herein specified. Contractor _
shall coordinate the work with that of the Housemoving
portion of the project .
B. WORK INCLUDED
The following is a list of the principal items of work
included in the Section but shall not be considered as
a complete list :
1 . Concrete piles _
2 . Building foundation
3. Site concrete including bi•.t not limited
to, ramps , walkways , and curbs .
C . MATERIALS
1 . Concrete shall comply with ACI 318 , except as
specified herein.
2 . Portland Cement shall conform to ASTM C150 and
may be Types I , or II .
3 . Coarse Aggregate shall conform to ASTM C33 Size
67. Size 467 may be used for footings.
4 . Fine Aggregate shall conform to ASTM C33 .
5 . Mixing water shall be fresh, clean, and potable . _
6. Chemical admixture shall conform to ASTM C494 ,
Type A. —
7 . Reinforcing steel shall conform to ASTM A615 .
-79-
3 . Welded wire fabric shall conform to ASTM A185 .
9 . Expansion joint filler shall conform to ASTM
D1751.
10 . Sheet materials for curing concrete shall con-
form to ASTM C171 .
11 . Formwork shall conform to ACI 347. Forms shall
be wood, plywood, metal, or other materials ,
approved by Engineer, and of grade or type suit-
able to obtain kind of finish specified. Forms
shall be sufficiently tight to hold concrete
without leakage , sufficiently strong to withstand
vibration of concrete and to carry, without
appreciable deflection, all dead and live loads
to which they may be subjected.
Treat and wet contact surfaces of forms as
ifollows :
Plywood: Coat with form oil or lacquer; wipe
' off excess oil.
Board Forms : Coat with form oil or lacquer in
cold weather. In hot weather keep continuously
wet with water for at least one hour before
concrete is placed.
' Metal Forms : Clean and give them a coat of
light form oil before reinforcement is placed.
' In hot weather, cool metal forms by thoroughly
wetting with water just before placing concrete .
' 12 . Details of concrete reinforcement , unless other-
wise shown, shall be in accordance with ACI 313
and ACI 315. All reinforcing steel shall be
-80-
supported by required supports ana securely tied
to prevent displacement during the placing of '
concrete.
13 . Required anchors , inserts , sleeves , and all other
items specified as furnished under this and other _
sections of specifications and required to be in
their final position at time concrete is placed
shall be properly located, accurately positioned
and built into construction, and maintained
securely in place.
14. The design of the concrete mixes using the mater-
ials specified herein shall be the responsibility
of the Contractor as set forth under Alternate
No . 3 of ASTM C94. The concrete shall be Type C
and have the following characteristics :
a. Compressive strength at 28 days shall be as
specified on the contract drawings . _
b. The strength of the concrete proposed for
use shall be established by testing prior —
to beginning concreting operation. A test
consists of the average of three cylinders
made and cured in accordance with ASTM C192
and tested in accordance with ASTM C39 .
C. Slump shall not be more than 4 inches for
vibrated concrete tested in accordance with
ASTM C143. '
D. WORKMANSHIP
1 . Materials shall be batched and mixed in stationary
or truck mixers as specified in ASTM C94.
-81-
Ready-Mixed Concrete - shall comply with ASTM
C94, except that the use of nonagitating equip-
ment for transporting concrete to the site will
not be permitted. With each load of concrete
delivered to the project , the ready-mixed concrete
producer shall furnish, in duplicate , weighmaster
certification.
2 . Approval of Engineer shall be obtained before
placing concrete.
a. Water shall be removed from excavations before
concrete is deposited. Hardened concrete ,
debris , and other foreign materials shall
be removed from interior of forms and from
inside of mixing and conveying equipment .
b . Concrete from mixer to final place of deposit
shall be conveyed by method which will prevent
segregation or loss of ingredients . Concrete
that has attained its initial set or has con-
tained its water or cement for more than
t1-1/Z hours shall not be deposited in work.
Concrete shall not be allowed to drop freely
more than five feet in unexposed work nor more
' than three feet in exposed work. Concrete
shall be placed and consolidated in horizontal
layers not exceeding 12 inches in thickness .
All concrete shall be consolidated by spading ,
rodding, and by mechanical vibrator. Vib-
ration shall be carried on continuously with
placing of concrete.
1C. Before depositing new concrete on or against
-82-
concrete which has set , existing surfaces
shall be roughened and cleaned free from
all laitance , foreign matter , and loose
particles . Vertical surfaces shall be given
a grout brush coat of neat cement . Horiz-
ontal surfaces of construction joints shall
receive a uniform layer of grout at least
1-1/2 inches thick composed of cement and
fine aggregate mixed in same proportions —
as concrete to be placed. Concrete shall
be placed before grout has attained its
initial set .
3. Installation of Pile Foundation - Piles shall
be drilled with a bentonite mud system or shall
be installed with a suitable casing to prevent
caving of sands below the water table.
a. If casing is used, the bottom of the casing
shall be maintained not more than five feet
nor less than one foot below the concrete
during withdrawal operations .
b. Concrete shall be vibrated to assure that —
the concrete in the pile is dense and homo-
geneous .
C. If the concrete for piles is placed by
pumping , the hose shall be placed at the
bottom of the hole and brought up as the _
concrete is placed. If this procedure is
followed, dewatering of the drill hole will -'
not be necessary.
-83-
d. All holes for concrete piles cast in drilled
holes shall be drilled dry to the tip elev-
ations and diameter shown on the plans or to
the elevation determined by the Engineer.
Any hole which shows less than one-half the
diameter of the hole at the bottom of the
hole shall be rejected. Suitable casings
shall be furnished and placed when required
to prevent caving of the hole before concrete
is placed therein.
e. All loose material and water, existing at
the bottom of the hole after drilling oper-
ations have been completed, shall be removed
before placing concrete in the hole .
4. Protection and Curing - Exposed surfaces of con-
crete shall be protected from premature drying
and from wash by rain. Curing method shall be
' subject to approval by Engineer.
5. Forms shall remain in place until concrete has
a sufficient strength to carry its own weight
and loads supported. Removal of forms at any
time is Contractor' s sole responsibility.
6. Immediately after forms have been removed and
work has been examined and approved by Engineer,
' all loose materials shall be removed and all
stone pockets , surface honeycomb , or similar
deficiencies shall be patched with cement mortar
made with 1 part cement and 2 to 3 parts sand.
Vertical exterior exposed concrete surface shall
be given a grout finish of uniform color and
-84-
shall have a smooth finish treated as follows :
a. After concrete has hardened and laitance , —
fins , and burrs have been removed, concrete
shall be scrubbed with wire brushes . Stain-
ed concrete surfaces shall be cleaned by use
of a hone stone.
b . Grout composed of 1 part of cement and 1 part _
clean, fine sand (smaller than No. 30 sieve)
shall be applied. Grout shall be worked into
surface of concrete with cork floats of fiber
brushes until all pits , honeycomb , etc . ,
are filled.
C . After grout has hardened but still plastic ,
surplus grout shall be removed with a sponge
rubber float and by rubbing with clean burlap .
d. Finish for any area shall be completed in
same day. Limits of finished areas shall be
confined to natural breaks in wall surface . ~
Grout on concrete surface shall not be left
overnight .
e. Ramps , and platforms shall be screeded and -
floated to a smooth dense finish. After first
floating, while surface is still soft , surface
shall be checked for alignment using a straight-
edge or template. High spots shall be corrected
by cutting down with a trowel or similar tool
and low spots shall be corrected by filling in
with material of same composition as floor
finish. Finish shall be true , have even lines
-85-
and surfaces , and shall be free from defects .
Exterior steps shall receive broom finish.
Sidewalks and ramp shall be given a light
broom finish.
f. Water brought to surface by float used for
' rough finishing shall be allowed to evaporate
before surface is again floated or troweled.
Sprinkling dry cement on surface to absorb
water is prohibited.
8 . Sitework concrete shall include but not be limited
to :
a. Curb , gutter, and combination curb and
1 gutter.
b . Pedestrian pavement : walks , wheelchair cross-
ings , terraces .
9 . Maximum slump shall be as follows :
a. Curb and gutter 3 inches
' b . Pedestrian pavement 3 inches
10. Forms may be either of metal or wood and shall be
suitable for the work involved in cross-section,
depth and strength.
11. Form Installation - Subgrade under forms shall
1 be cut to required grade and compacted as speci-
fied so that the forms when set will be positively
' supported for their entire length at the required
elevation. Join forms in such a manner that
joints are free from play or movement in any
_ direction. Forms shall be set in place at least
-86-
1
one day in advance of the actual placing of con-
crete. Forms shall not be removed until removal -
will not result in damaged concrete or at such
time to facilitate finishing. Forms shall be
cleaned and oiled each time they are used.
Alignment and grade elevations of the forms shall
be checked by the Engineer. Necessary corrections
to forms shall be made immediately before placing
concrete. When any form has been disturbed or
any subgrade thereunder has become unstable , the
form shall be reset and rechecked before placing
concrete. _
12 . After the forms have been checked for elevation
and alignment , the subgrade shall be tested for
grade and cross-section by means of a template .
The subgrade shall be maintained in a smooth,
compacted condition, in conformity with the re-
quired section and established grade until the
concrete is placed. _
13. Curb, gutter and pedestrian pavement concrete
shall be placed in the forms in one layer of such -
thickness that , when compacted and finished the
pavement will be of the thickness indicated on
drawings . After the concrete has been placed in
the forms a strike-off guided by the side forms
shall be used to bring the surface to the proper
section to be compacted. The concrete shall be
tamped and consolidated with a suitable wood or
metal tamping bar, and the surface shall be
finished to grade with a wood or metal float .
-87-
The finished surface of the pavement shall not
vary more than 3/16 inch when tested with a 10
foot straightedge.
1 14. Finishing Curb and Gutter - The edges of the
gutter and top of the curb shall be rounded with
an edging tool to a radius of 1/4 inch or as other-
wise detailed. The surfaces shall be floated and
finished with a smooth wood or metal float until
true to grade and section and uniform in textures .
The surfaces while still wet , shall be finished
with a bristle type brush.
Pedestrian Pavement - After the surfaces have been
floated with a wood or metal float , the final
finish shall be accomplished with a bristle brush
moistened with clear water.
15 . Expansion joints shall be formed where indicated
with preformed expansion joint material of the
thickness indicated. Joints shall be full depth
of concrete except that top edges of joint filler
shall be below the finish concrete surface where
' indicated to allow for sealing. Joint material
shall conform to ASTNI D1751 . Anchor with approved
devices to prevent displacing during placing and
finishing operations . Edges shall be rounded
' with an edging tool.
16 . Immediately after the finishing operations , the
exposed concrete surfaces shall be cured by one
' of the following methods for not less than 7 days :
a. Burlap Mat - minimum of 2 layers kept satur-
ated with water for the curing period.
-88-
b . Impervious Sheeting - waterproof paper,
polyethylene-coated burlap , or poly-
ethylene sheeting may be used. Polyethylene
shall be at least 4 mils in thickness .
C. Membrane Curing - pigment membrane-forming _
curing compound applied in two coats at
right angles to each other at a rate of -
200 square feet per gallon for both coats .
Joints designated to be sealed shall be
cured with fiber rope, waterproof paper,
etc. Any area covered with curing compound
and damaged during the curing period shall
be resprayed immediately.
E. SUBMITTALS
Furnish concrete mix design in accordance with
this Section.
F. CLEAN-UP
Upon completion of the work hereinbefore speci-
fied, all surplus and waste materials resulting
from the operations , including used 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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III . 7 - REINFORCING STEEL
A. GENERAL
Work shall include the furnishing of all labor, mater-
ial equipment , tools , appliances , transportation, and
services required to perform and complete all the re-
inforcing steel work for the building as indicated on
the drawings and as herein specified.
B. WORK INCLUDED
The following is a list of principal items of work
included in this Section but shall not be considered
as a complete list :
1 . Reinforcing steel for poured in place concrete
piles .
2 . Reinforcing steel for grade beam foundation.
C. MATERIALS
1 . The following specifications set forth the require-
ments for steel , wire, and wire mesh reinforcement .
aThe reinforcement shall conform accurately to the
1 dimensions and details indicated on the plans or
otherwise prescribed. Before being placed in any
' concrete work, it shall be cleaned thoroughly of
all rust , mill scale , mortar, oil , dirt , or coat-
ing of any character which would be likely to
destroy, reduce , or impair its proper bonding with
the concrete.
2 . Unless otherwise specified reinforcing steel shall
be Grade 40 billet steel conforming to ASTM A-615 .
3. Steel bending processes shall conform to the
requirements of the Manual of Standard Practice
-90-
of the Concrete Reinforcing Steel Institute.
Bending or straightening shall be accomplished
so that the steel. will not be damaged. Kinked
steel shall not be used.
4 . Wire reinforcement shall in all respects fulfill -
requirements prescribed in ASTM A-82 .
S . Wire mesh reinforcement shall conform to ASTM
A- 185 . The guage of the wire and the dimensions
of the mesh will be specified in the Special
Provisions or shown on the plans . The wire mesh
reinforcement shall be so constructed as to retain
its original shape and form during the necessary
handling. The effective cross-sectional area of
the wire shall be equal to that specified or
indicated on the plans .
D. SUBMITTAL
Mill test certifications or laboratory test reports —
for reinforcing steel to verify tensile and bend comp-
liance. Foreign steel shall be laboratory tested at —
Contractor' s expense.
E. CLEAN-UP
Upon completion of the hereinbefore specified, all sur-
plus and waste materials resulting from the operations ,
including disused implements of service employed there- —
in, 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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III . 8 - STRUCTURAL STEEL AND MISCELLANEOUS METAL
A. GENERAL
The work shall include all labor, materials , equip-
ment , and appliances required to furnish, fabricate ,
assemble, erect , or install all structural steel ,
rmiscellaneous metal , rough hardware and all items
incidental thereto , as shown on the drawings , speci-
fied herein, and as necessary to complete the work.
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 . Structural steel items as indicated on drawings .
2 . Anchorage, connections , fastenings , etc. , furn-
ished and/or installed.
3. Shop coatings and protective finishes .
4. Coordinate with and provide other trades with
means of connecting their work.
5 . Any item of iron or steel to be fabricated
necessary to complete.
C . MATERIALS
1 . All material for use on this work shall be new,
clean material, manufactured in the United States
of America.
2 . Structural steel shall conform to ASTM designation
A-36 , for Specifications for Structural Steel for
Bridges and Buildings .
3. Unfinished steel machine bolts shall conform to
ASTM Designation A- 307 and be used for shop and
field connections as indicated.
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4 . Pipe column shall conform to ASTM A- 53 Grade B.
D. WORKMANSHIP -
1 . Conduct work in accordance with AISC Standard
Specifications . In case of conflict between
said standards and Architectural or Structural
drawings , the latter shall govern. All work-
manship shall be in accord with the best
practices of the trade.
Z . Before commencing work or proceeding with the
erection and shop drawings , verify measurements ,
lines , grades , locations , and details of exist-
ing field conditions , and be responsible for _
correctness , conformity, accuracy and execution
of steel work. —
3. Indicate deviations between the construction and
drawings , call to attention of Engineer, any
necessary changes made in drawings to correct
any deviations .
4 . Shop Drawings shall show clearly all details and _.
be complete in every respect, including all weld-
ing connections and erection diagrams . Detail -
work in conformity with AISC Standard Specific-
ations .
a. Show connections for all parts of this work
on shop drawings . Detail any parts of the
work not specifically shown according to —
other details on drawings of similar nature
in a manner equal to best practice , subject
to approval of the Engineer.
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tb . Furnish shop drawings for approval by Engineer
' before work is commenced. Approval is for
design only to attest to correct interpret-
ation of work to be done, but will not relieve
contractor of responsibility for errors , or
the accurate and complete execution and fit
of work, or adequacy of all connections .
C . Splices in structural members will be per-
mitted only where and as shown on drawings .
All splices shall be located and detailed
on shop drawings. Deviations from design
drawings desired or required by fabricator
shall be specifically indicated on shop
Idrawings by providing a heavy line around
feature on which deviation approval is
requested, showing in complete detail and
describing deviation proposed. Detail shall
have a note specifically requesting approval
of deviation by Engineer.
5 . Fabricate material and erect same with skilled
workmen. Supply exact sections , shapes , thick-
nesses , sizes , weights and details of construction
as indicated. Contractor , because of stock or
shop practices , may suggest changes and the
Engineer may approve thereof, if net area of
shape or section is not thereby reduced, if
section moduli are at least equivalent , and if
overall dimensions are not exceeded.
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6 . Welding of structural steel shall be performed
by electric shielded arc or other approved
process in conformity with AWS "Standard Code
for Arc and Gas Welding in Building Construction"
as latest revised, and as shown on drawings .
Materials to be welded and electrodes used shall
conform to applicable portions of the standard -.
specifications .
7 . Carefully plan work of erecting structural steel
and erect same with skilled riggers provide temp-
orary bracing and guys to plumb work, temporarily
bolt or clamp all field connections and maintain
structural steel plumb , straight , and true while
field bolting is being done. Maximum tolerance for -
column plumbness shall be 1/8 inch per 10 feet of
length. Move temporary bracing only when directed
by General Contractor.
8 . Use equipment of sufficient capacity and suitable
design to erect and put into place properly, _
easily and safely, all parts of structural steel
without overloading any parts of equipment or
stressing or deflecting any structural steel
member beyond reasonable limits as determined by
the Engineer.
9 . Structural Steel Fabricator shall be responsible
for maintaining bases in proper location and at -
proper level while being grouted and he shall
assist Contractor in grouting and be jointly re-
sponsible with him for perfect job. The center
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rof each base shall be true to column center
within 1/16", adjust all voids , and spaces
under same are filled solid.
' E. CLEAN-UP
Upon completion of the work hereinbefore specified,
all surplus and waste materials resulting from the
operations , including disused implements of service
remployed 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 accept-
able condition as approved by the Engineer.
r
r
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ROUGH CARPENTRY
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 rough 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 con-
sidered as a complete list :
1 . Removal of all interior stud walls , ceilings ,
the interior finish of the exterior walls , and
other items . Provide shoring as required for
removal of center interior bearing stud wall .
Shoring to be approved by the Engineer.
2 . Structural alteration and repairs to roof _
framing.
3. 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
SSS unless noted otherwise.
2. All framing lumber to be kiln dried.
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3. Glued- laminated lumber beams to be douglas fir
combination 24f. Certificate of inspection
shall be delivered with beams .
1 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
in 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
Iconform 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.
-98-
S. 5/8" diameter and larger bolts including 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.
8 . 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 thiclness .
9 . Drive nails no closer than one-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 .
-99-
11 . All exterior exposed connections to be 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
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
jlength. Top plates nailed together as indicated.
Splices in upper and lower plates at the top of
stud walls shall be staggered at least 4' 011 .
Corners and intersections shall be halved.
13. Door and window lintels shall be solid members
as indicated. Fire stops of 2211 by width of
studs not to exceed 8 ' spacing and at line of
' ceiling and furring.
' 14. Furr 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 .
is. Remove all wood, including form lumber , scrap
rlumber, 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
-100-
,
of all parts is required. Before commencing
work, check all lines and levels indicated and
such other work as has been completed. Should
there 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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III . 10 - FINISH CARPENTRY
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 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 :
I 1 . Installation of new millwork items including doors
and frames , flooring, trim, and other items , as
indicated on the drawings .
2. Repair of deteriorated millwork items including
exterior siding, exterior and interior trim,
repair and refinishing of wood flooring, and other
items as indicated on the drawings .
3. Finishing of new oak flooring as required to match
existing.
' C. MATERIALS
1 . All lumber incorporated in the permanent work shall
comply with the grading requirements of the assoc-
iation 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 . Finish flooring shall be unfinished strip oak, of
grade and color to match existing.
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4 . Subfloor plywood shall be structural I or
II underlayment plywood as described in
UBC Standard 25-9 , 3/4" thick.
5. Solid core doors shall be of five-ply con-
struction with cross banding and solid core
in accordance with Commercial Standard CS-171 ,
Premium Grade Type I (fully waterproof bond)
1-3/4" thick.
6. Hollow core doors shall conform to CS-171.
7 . Each door shall be grade marked by stamp ,
brand, or label. Name of door manufacturer
shall be stamped on door.
8 . New wood flooring shall match flooring to be
retained with respect to type, width, length ,
and color.
D. WORKMANSHIP STANDARDS
1 . 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 joining shall be done accurately and
neatly. Nail heads shall be set to receive putty.
-103-
4 . New wood flooring shall be laid and finished to
match wood flooring to be retained in all part-
iculars , including:
a. Surface height
b . Board direction
' c. Movers ' Cuts - where flooring repair is
performed in the line of a mover' s cut as
indicated on the drawings , new flooring
shall conform to the established cut line .
d. Stain and clear finish.
5 . All paint , varnish, glue , dirt , and similar
adhesions shall be removed from existing wood
flooring. Nails and tacks shall be removed and
holes filled with a suitable wood filler. Deter-
iorated and missing boards shall be replaced.
Floor shall be sanded smooth and stained to match
new oak flooring.
6. Flooring shall be finished as follows :
First Coat : Stain in color as specified by
Engineer.
Second and Third Coats : Semi-gloss clear
polyurethane finish shall be applied in accord-
ance with manufacturer' s latest printed instru-
ctions for this application.
7 . Millwork, doors , and jambs shall be manufactured,
stored, and installed in accordance with W. I . C.
requirements for a "Custom" grade job.
8 . Where existing millwork items such as base, door
frames , sills , window sash or other such items are
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'
to be repaired, replaced, 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 cond-
ition as approved by the Engineer .
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1 III . 11 - BUILDER' S HARDWARE
A. GENERAL
The work shall include the furnishing of all labor,
materials , 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.
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 . Door and door opening hardware
2 . Locks and latches
3 . Wall and floor bumpers
4. Panic hardware
C. MATERIALS
1 . Fastenings shall be of suitable size and type
and shall harmonize with hardware as to material
and finish.
2 . Door and Door 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
not less than six pins and shall have key
-106-
,
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. Install panic hardware as indicated on
contract drawings. 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 Schlage "Plymouth"
2-2-1/8" knob - 2-9/16 rose , satin bronze 612 ,
or approved equal _
Office ATOS passage latch
Reception A50PD office lock -'
Janitor A80PD storeroom lock
Bathrooms ATOS passage latch
b. Panic hardware shall be installed as indicated
on four exterior doors , two interior doors -
American Exit Device - 53 Series --
Exterior trim - Style 14KC exterior bronze
C. Door closers shall be surface mounted, V
adjustable , spring power, bronze finish.
-107-
d. Hinges shall be full mortice, heavy weight ,
' butt type removable pins - bronze finish.
e . Folding door at reception counter - knobs
shall be wood, 1" diameter, paired.
D. 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
1 practice.
4 . Hardware shall be installed at standard commer-
cial heights.
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 accept-
able condition as approved by the Engineer .
1
t
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1
III . 12 - 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 the
following 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 ,
-109-
applicable ASTM designation or of other
' approved reference agencies . Samples of
all fasteners . Batt type insulation shall
' have a minimum R value of 19 .
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 .
D. 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
-110-
temperatures above 50 degrees and below 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 .
S . 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
-111-
and shall be installed intact in such a manner
' as to accomplish that result.
7 . 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
1 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 ,
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1
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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III . 13 GLAZING
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 glazing 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 . Replacement of any broken or damaged glazing
in the building as shown on the contract
' drawings .
2 . Substitution of obscure glass for existing
clear glass as shown on drawings .
C. MATERIALS
' 1 . Plate glass shall be glazing quality polished
plate glass in thicknesses to match existing.
2 . Obscure glass shall be smooth, even-textured,
' sandblasted-type glass , without visible
pattern. Thickness shall match existing .
D. WORKMANSHIP
1 . Glazing shall conform to or exceed the applic-
able requirements of the Glazing Manual ,
' published by the Flat Glass Jobbers Association,
Topeka, Kansas .
Z . All work receiving glass shah be carefully
inspected by the glazing contractor before
' commencing the glazing operations . Defective
-114-
'
conditions shall either be adjusted or be
called to the attention of the Contractor for
correction before proceeding further.
3. The glass shall be installed by experienced
workmen in accordance with the best standard
practice of the trade and in accordance with
the recommended procedures of the reference -
specification.
4. The glass shall be protected against damage and,
at completion, any broken or imperfect glass or
glass that cannot be properly cleaned shall be
replaced. The glass shall be identified by an _
approved method to clearly indicate the glass
to other workmen and material handlers .
S . All glazing shall be caulked.
6 . Each panel of glass shall be factory labeled to
show the name of the manufacturer and the type,
thickness and quality of the glass . The labels
shall be removed only when directed. _
7 . All glazing replacement shall be performed neatly.
Sash shall be cleaned of all old caulking, dirt ,
paint , and glass fragments to permit proper seating
of new glazing.
8 . Work shall be coordinated with sash repair as
performed under "Finish Carpentry" .
E. SUBMITTALS -
Samples of clear and obscure glass shall be provided
prior to the commencement of work.
-115-
' 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 ,
' 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 accept-
able condition as approved by the Engineer .
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,
III . 14 - RESILIENT TILE
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 resilient tile installation 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 . Preparation of subfloors to receive tile install-
ation.
2 . Installation of resilient tile .
C . MATERIALS
1 . Resilient tile shall be vinyl, 1/8" thickness ,
12" x 12" squares . Color to be specified by _
Engineer. Manufacturer subject to approval by
Engineer. —
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.
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, _
-117-
continuous surfaces . Use underiayment 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 tike
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 .
' -118-
,
S . Maintain a temperature of not less than 70 degrees
F. in spaces where tile is to be installed for at
least (48) hours before , during and after the
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.
6. Upon completion , clean vinyl tile and apply coat
of non-slip water emulsion wax approved in writing
by the manufacturer, and buff to a high finish.
Rub premolded base to a glossy finish.
7. Keep traffic off finished floors for (3) days .
Protect floors with Kraft paper or similar -
covering.
D. SUBMITTALS
Submit samples to Engineer for approval of colors.,
size and patterns of floor tile and base.
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 con-
cerned shall be left in a neat , clean, and acceptable _
condition as approved by the Engineer.
-119-
15 - 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.
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 are as follows :
Construction: One-level loop
' Fiber : 100°% Acrylic
-120-
,
Yarn Size $ Ply : 2. 65/3
Machine Gauge : 1/8" (216 pitch)
Stitches per inch: 9. 3
Pile Weight : 42 oz . per sq. yd.
Finished Pile Height : 9/32" (. 281")
Coloration: Stock-dyed
Backings :
Primary Polypropylene
Secondary Woven jute
Total Weight : 83 . 3 oz. per sq. yd.
Width: 121
2 . The felt pad shall be not less than 50 oz . and -
woven of jute and hair.
D. WORKMANSHIP
1 . The entire carpet installation shall be performed
based upon the highest standard for this trade .
Only skilled workmen shall install this material .
2 . The weave of the carpet shall be laid square with
the room, properly fastened with tackless strips . -
3. Carpet seams shall be sewn using the thread and
method recommended by the carpet manufacturer.
4 . Carnet 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
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 .
-121-
' 2 . Samples of carpet shall be labeled to state
color or shade , thickness , location in which
they are to be used, and manufacturer' s name.
' Work 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.
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'
III . 16 - GYPSUM WALLBOARD
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 gypsum drywall work for the building as in-
dicated 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".
-123-
' D. WORf3TANSHIP
1 . Examine all surfaces to receive drywall before
applying work and notify architect of unsatis-
factory conditions . Starting work without
notification shall be construed as acceptance
' of surfaces .
' Z . Deliver all materials on job in original un-
opened containers or bundles . Store in place
protected from damage and exposure to elements .
3 . Concealed electrical and heating work shall be
Iproperly installed, inspected, and approved
before application of gypsum wall board.
' 4 . The minimun standard to be met for the install-
ation of all 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 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
-124-
,
site , insofar as the work of this Section is concerned
shall be left in a neat, clean, and acceptable con-
dition as approved by the Engineer.
-125-
' III . 17 - 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.
1 B. WORK INCLUDED
1 . Preparation of surfaces to receive paint finishes ,
including priming and back painting of any wood
finish, trim, frames , etc.
f2 . Painting of gypsum wallboard, and ceilings , wood-
work and metal work on exterior and interior of
building. See interior and exterior finish
schedules for interior and exterior areas .
5 . Protection of work against paint spatter or other
damage.
4 . Sanding, puttying and other work necessary to
complete the painting .
5 . 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. MATERIALS
1 . All paints , enamels , varnishes , etc . , shall be
of the brand and quality specified and shall be
-1.26-
,
delivered at the site of work in clean, unopened,
original containers and stored where designated.
2 . 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 :
National Lead (Dutch Boy) _
Sherwin-Williams
Pittsburgh -"
Dunn-Edwards (California)
Sinclair Paints (California)
3 . 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
4 . Wood, millwork, or trim to be painted (new and
existing) shall be as follows : —
First coat : Prime undercoat
Second and Third coats : Semi-gloss alkyd type
satin enamel
5 . Paint types for exterior wood siding and trim
shall be as follows : _
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First coat : Exterior wood primer
Second and Third coats : Exterior house paint
base tinted
6 . Exterior metal surfaces shall be painted as
follows :
' First coat : Zinc chromate primer
Second and Third coats : Exterior trim enamel
D. WORKMANSHIP
1 1 . Secure color schedule from the Engineer before
undercoating . Samples of colors selected and
finishes specified, shall be furnished to the
manufacturer for color-matchin,;. 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
cleaned free of all dust , dirt , oil , grease and
' other foreign matter prior to the application of
the prime coat.
5. Shop coats , on metal , which are damaged, parts
1 unpainted, or otherwise unprotected after install-
ation , shall be cleaned and said areas spot primed.
' -123-
6 . Finish hardware shall have been fitted and
contact plates removed before painting .
7 . Plates for electric switches and plugs shall
have been fitted and removed.
S . All work shall be executed by skilled craftsmen,
experienced in their trade.
9 . Paints shall be mixed and applied in strict
accordance with the manufacturer' s printed
directions for his product.
20 . All materials shall be applied smoothly with -
proper film thickness , without runs , sags , skips
or any other defects . Enamels and varnishes "
shall be lightly sanded between coats , dusted
and wiped clean before recoating.
11 . All work shall be done under favorable weather
conditions or conditions suitable for the pro-
duction of first-class work. -
12 . No exterior or interior painting shall be done
until surfaces to be painted are thoroughly
dry and cured.
13 . The painting contractor shall protect all sur-
faces and objects inside and outside of building ,
grounds , lawns , shrubbery and adjacent properties
against damage. He shall also hold himself re-
sponsible for the orderly storage of materials ,
removal of all combustible rags , empty containers , -
etc. , at the end of each day , taking every
possible precaution to prevent fire. .
-129-
' 14 . All work shall be subject to approval by the
Engineer and any work not complying with these
specifications shall be properly corrected.
' E. 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 part of the work in a clean and
1 finished condition.
r
-130-
'
III . 18 - 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 _
3. Folding partition wall
4 . Toilet accessories
S. Laminated wallcovering and counter
6 . Ceramic tile alternate
7 . Wood folding doors
8. Fire Extinguishers and cabinets
C. MANUFACTURERS
Miscellaneous building specialties shall be products
of manufacturers regularly engaged in manufacturing -
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.
E. ITEMS
1 . Metal Toilet Compartments and Urinal Screens :
Toilet Compartments shall be the overhead braced,
flush, metal , baked enamel finish type, manufact-
ured by a firm regularly engaged in the fabrication _
of such units , constructed to the dimensions
-131-
shown on the contract drawings .
1 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
1 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 4811,
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.
-132-
The partitions and pilasters and doors shall
be made of 2 face plates with formed edges ,
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,
-133-
plumb , level and fitted rigidly to the walls
Iand 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
tshall be in perfect working order. The hinges
t shall be adjusted so that each door will
remain exactly 2" ajar when the compartment
Iis not in use . Finish surfaces shall be clean
and free of imperfections .
e. Shop drawings shall be provided.
f. A Certificate of Compliance 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 require-
ments of this Section.
r2 . Compact Kitchen Unit and Range Hood :
Unit shall be equal to Model No. ROG7Y-50 manu-
factured by the Acme National Refrigeration Co . ,
Astoria, New York.
a. Unit kitchen shall include the following
appliances :
Gas oven
Four burner gas cooktop with range hood
7. 2 cu. ft . capacity electric refrigerator
Sink with garbage disposal.
b . Unit shall be AGA listed. Unit and install-
ation shall be in conformance with all pert-
inent codes and ordinances .
-134-
C . Counter top and sink shall be stainless steel .
d. Shop drawings shall be provided.
3 . Folding Partition Wall :
Sound retarding folding partitions shown on plan
shall be R-W 135 manually operated "FoldeR-'Nay"
type as manufactured by Richards-Wilcox manufact-
uring Company, Aurora, Illinois or approved equal .
a. All panels folding toward a single jamb shall
be hinged together and shall operate as a
unit. Alternate panels shall be top supported
at center by a ball bearing hanger operating
in overhead concealed steel track. Operation
shall provide a 1/2" clearance between the
partition panel and the floor and a 1/2"
clearance between the top of the partition
and the head trim assembly during the open
and closing cycle. The partition shall be _
locked in its closed position by bolts oper-
ating in keepers installed flush with the
finished floor . This operation shall not
require use of floor tracks , or cutouts in
the floor.
b . The operating equipment shall be R-11 T35-3
with steel track and necessary four wheel -
ball bearing hangers with concealed anchor
bolt attachment , steel brackets , pulls , and
butt hinges .
C . Partition doors shall be sound retarding _
No . 240 , Class E, with faces of paint grade
plywood. All vertical edges shall be finished
-135-
i
MODIFICATION OF SECTION 18 - MISCELLANEOUS BUILDING SPECIALTIES
SPECIFICATION FOR FOLDING PARTITION WALL :
' Surface of folding partition wall shall be a smooth, paintable
surface as approved by the engineer.
It is the intent of these specifications to obtain a partition
wall with a surface which will be similar to the painted gypsum
board surface of the other interior wall surfaces of the assembly
area.
i
1
135a -
with continuous aluminum edge strips with
double vinyl astragals on vertical edges .
d . Double fixed vinyl floor seals and double
fixed vinyl top seals shall be provided.
e . Exposed hardware shall be medium bronze.
f. All trim to be hardwood.
g. The partition, consisting of all operating
equipment and hardware, doors and trim, as
specified shall be furnished and installed
complete by the manufacturer of the folding _
partition.
h. Upon their completion of the installation,
the manufacturer shall furnish a written
guarantee covering satisfactory workmanship,
materials , installation, and operation. _
i . All rough bucks , track or overhead supports ,
sleepers , filling, and painting shall be by
others in accordance with standard details
approved by the Engineer.
4 . Toilet Accessories :
Toilet accessories shall meet product and install-
ation standards of the California Regulations for _.
the Accommodation of Physically Handicapped Persons
in Building and Facilities used by the Public .
The following toilet accessories shall be provided :
a. Grab bars - Bobrick B-6106 or approved equal .
Grab bars shall be 42" long . Finish shall be
satin. Grab bars shall be provided in each
handicapped toilet stall at a height of 33"
above finished floor, on either side of the stall .
-136-
b . Toilet tissue dispensers (3) - shall be
Bobrick B6857 or approved equal.
C . Seat cover dispensers (3) - shall be Bobrick
B- 221 or approved equal .
d. Napkin disposal (2) - shall be Bobrick B-270
or approved equal.
e. Folding utility shelves (3) - shall be Bobrick
B287 or approved equal.
f. Napkin dispenser (1) - shall be Bobrick B282
or approved equal.
g. Soap dispensers (2) - shall be B-25 or approved
equal.
h. Paper towel/waste (2) - shall be Bobrick 3949
or approved equal.
i. Mirror (2) - shall be Bobrick B-292-36-24 or
1 approved equal.
5 . 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 instruct-
ions for specified use and in conformance
with the best practice of the trade .
-137-
Ceramic Tile Alternate :
Installation of ceramic tile 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
tile of United States Department of Commerce
Simplified Practice Recommendation R61 and
Federal Specification SS-T- 308b , Tile ,
Floor, Wall , and Trim Units , Ceramic. The
Itile 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
1 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
-139-
b . Portland cement shall conform to or exceed
the requirements of Specifications for
Portland Cement , ASTM C150 .
C . Aggregate shall be clean, well-graded sand,
conforming to or exceeding the requirements
of Specifications for Aggregate for Masonry
Mortar, ASTM C144.
d. Lime shall conform to or exceed the applicable
requirements of Specifications for Special
Finishing Hydrated Lime , ASTM C206 , or
Specifications for Hydrated Lime for Masonry
Purposes , ASTM C207 , Type S. -
e. Dry-set , thin-bed, portland cement mortar
shall conform to or exceed the requirements
of Specification for Dry-Set Portland Cement
Mortar , ASA A118 . 1.
f. Water shall be clean and free of deleterious
amounts of acids , alkalies , salts , oils or
organic substances . —
g. Grouting material for the ceramic tile shall
be equivalent to one of the following products :
Crest Superwhite Grout , manufactured by
Kaiser Manufacturing, Inc. , Houston, Texas
La Habra White Grout , manufactured by _
La 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 .
-140-
h. Before commencing work, the ceramic tile
applicator shall inspect the surfaces that
are scheduled to receive the tile and re-
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
-141-
not be used for washing the ceramic tile .
1 . Three neatly labeled samples of each color
of tile shall be submitted to the Engineer _
for approval before commencing work. Two
sets of samples will be returned to the
Contractor upon approval and one set will
be retained by the Engineer for comparison
with the completed work.
M. At least 1/2 carton of each color of tile
used on this job shall be delivered with --
labels intact to the Owner for future re-
pairs to the walls and floor. -
n. A Master Grade Certificate bearing the
Certification Mark of the Tile Council of
America, Inc. , New York, and signed by the
manufacturer and the tile contractor , and
stating the type and quantity of the -
material shall be delivered to the Engineer
at least 2 weeks prior to the installation
of the tile.
0 . 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.
-142-
i . 'food Folding Doors :
a. Doors shall be equal to Pella Series 358 .
Doors shall be of wood, folding, accordion-
type, suspending from a track at the head.
There shall be no guide or tract: at the
floor. All spring hinges shall be con-
cealed in the closed position. Doors
shall be furnished assembled.
b. Track shall be no less than 20-gauge in
thickness and shall have a corrosion-
resistant coating. Track dimensions shall
be 1" x 1" . Hanger assembles and bearings
shall be of all-nylon construction designed
for free, quiet operation. Hangers shall
be installed on alternate panels .
C . Panels shall be 3/8" thick and 3-3/8" wide
with glued-up wood block cores of carefully-
selected, kiln-dried lumber. Cores shall be
faced with paint grade birch veneer bonded
with water-resistant plastic glue.
d. All metal parts shall be plated with suitable
corrosion resistant coating . Spring hinges
shall be made of . 024" hard-drawn, high-
carbon spring wire, galvanized before drawing,
' and shall be 5/32" in diameter. Doors shall
be supplied complete with all standard screws ,
latches and installation hardware. It shall
be possible to install all hardware without
cutting or mortising the door openings . Doors
shall be supplied with foot bolts and keylocks .
-143-
r
8 . Fire Extinguishers and Cabinets (3 each) :
a. Cabinets shall be J. L. Industries Clear-
Vu Mini Series Model 999 , recessed (1-1/4"
return) with
1) Slim-line 1-1/4" face trim of #4
finish stainless steel.
2) Clear acrylic convex bubble door with
stainless steel frame
b . Extinguishers shall be JL Industries "Cosmic
E 2-1/2".
—144—
wIII . 19 - PLUMBING
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
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.
' 5 . 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)
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,
2 . Concrete work (Concrete Section)
3. Painting (Painting Section)
4 . Cutting and patching (General Section)
5 . Heating , ventilating and air conditioning
(Heating, Ventilating and Air Conditioning
Section)
1 . 2 SURVEY OF SITE
A. 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 responsible for the installation of the -
work as it relates to such visible existing cond-
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 a part of these speci-
fications . 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.
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' B. Water: Connect to on-site water main.
1 C. Gas : Arrange for , and pay all costs involved for
meter and service . Connect to meter and run
piping into building.
1 . 5 PERMITS AND INSPECTIONS
A. Unless otherwise distinctly hereinafter specified,
the Contractor shall apply and pay for all necess -
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
-147-
affecting the work, the Contractors shall
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
Specifications shall be clarified by the
Engineer at no additional cost to the Owner.
1 . 7 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 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
the Specifications shall be new, of best grade
and as listed in printed catalogs of the manu-
facturer. Each article of its kind shall be the
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.
D. The Engineer shall have the right to accept or
reject material , equipment and/or workmanship and
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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
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 .
T. Electrical appliances shall be UL labeled.
1 . 8 SUBSTITUTIONS
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
I -149-
shall be made in writing accompanied with complete
technical data, giving sizes , capacities , details
of construction, and all other pertinent inform-
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
permission to make such substitutions is granted
by the Engineer.
C. In all cases where substitutions are proposed
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.
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
costs of any changes or revisions required in the
work of any other trade , without cost to the Owner.
1 . 9 SUBMITTAL DATA AND SHOP DRAWINGS
Submit to the Engineer the number of copies of Material
Lists , Descriptions , and Shop Drawings , and Samples as
follows : As required by the Special and General Pro-
visions within the time limit noted.
A. Material Lists : Submit lists of material , equip-
ment , and apparatus intended for use, identifying
manufacturer' s name and type and/or model number.
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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
rapplicable 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
delivery of material to the Building site.
1 . 10 MANUFACTURERS RECOMMENDATIONS
Equipment 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
Repair all damage to the premises due to poor workman-
ship or defective material or equipment . Restore the
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premises to their condition prior to the damage and pro-
vide 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. _
1. 12 OPERATING INSTRUCTIONS
Upon completion of the work, carefully 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 . -
1 . 13 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.
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i1 . 14 ELECTRICALLY OPERATED EQUIPMENT
A. Current characteristics are 120V, 1 m, 60 HZ and
208V, 3 0, 60 HZ. All electrically operated equip-
ment 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
rmaterials 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
r
1
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r
Piping shall be as scheduled:
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 Copper
Drain 2-1/2" and Type "M" Cast Brass Above Grade
Larger Hard Copper
All Sizes Type "K" Wrought-Silver Below Grade
Hard Copper Copper-Brazed (Wrapped)
Gas (Fuel) 2" and Sch. 40 Steel Std. Wt. M.I. Above and
Smaller Screwed Screwed Below Grade
(Wrapped)
2-1/2" and Sch. 40 Steel F.S. Seamless Above and
Larger Welded Butt Welded Below Grade
(Wrapped)
2 . 2 UNIONS _
A. For copper tubing - ground joint , cast bronze,
Mueller Type C- 107 or Nibco No. 633.
B. For black' steel piping - Grinnel Fig. 463 , 300
pound WOG malleable iron. L
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
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.
-15n-
1 2 . 4 INSULATION
A. All domestic hot water supply piping within
non-conditioned space within the building.
rB. All insulation specified shall be of a type as
manufactured by Owens -Corning Fiberglas Corp . ,
Johns-Mansville , Gustin-Bacon.
C. Insulation shall be 1/2" thick flame safe fiber-
glass pipe insulation. Composite product to meet
NFPA #90A Standards . J-M Flame Safe VB for 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 KENNEDY NIBCO/SCOTT STOCIMAM 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
NORDSTROM
Cock
1/2" to 2" 142 176
2 . 6 HANGERS AND SUPPORTS
A. Horizontal Pine : Hangers and supports shall be hung
from adequate solid rods , the lengths of which shall
be adjustable .
-155-
'
1. Types of hangers and supports shall be as
specified below as manufactured by Kin line ,
Inc.
2 . Hanger Schedule :
SERVICE PIPE SIZE ROD SPACING HANGER OTHER
SIZE NO. LOCATIONS
1/2" 3/8" 5' 0" 440F Valves
Copper 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
in Direction
B. Protection Shields and Isolators :
1 . All piping which is not isolated from contact
with the building by its insulation shall be _
installed with a manufactured type isolator.
Horizontal piping in stud walls may be isolated
with 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.
C. Fixture Supports •
1 . 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.
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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. Wall Cleanouts - shall be Smith No. 4563 cast
iron C.O. tee with prime coated steel , concealed
' hinge type access covers with removable door, on
all but tile walls . Tile walls use Smith 4583
with 18-8 No . 4 finish stainless steel access cover.
' 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 DY-M50 back-to-back wall carrier.
Mounting height to be for handicapped persons in
' toilet compartments specified for handicapped persons .
WC- 2 - Water Closet - Same as WC- 1 , except use
' J. R. Smith #417 single wall carrier.
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U-1 - Urinal - Vitreous china, wall hung 3/4" top
spud, #6500. 011 , with Sloan #186-11 flush valve
with vacuum breaker.
L-1 - Lavatory - Vitreous china, wall hung
#9141. 011 , with #7516 . 172 faucet , #2341 . 030 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 GPH 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
214 MSSAKL, No. 4 satin finish 18-8 stainless steel.
2 . 11 GAS FLUES
Type "B" double wall, Amerivent or equal, with approved
flue cap . _
-158- ,
2 . 12 LOOSE KEY STOPS
' T & S brass and bronze #B415 or B417 - 3/811, B-416 or
418- 1/2" size.
2 . 13 WATER HAMMER 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
tlocation, position, and elevation. Do not install
' any diagonal or otherwise irregular work without
written approval from the Engineer.
B. 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
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
' 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
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1
drawings and that existing in the field, prior to
any installation related thereto. -
3 . 2 PIPING INSTALLATION
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 -
trades , maintain headroom, eliminate location
conflicts and keep openings and passageways
clear.
2 . Install piping concealed in walls , ceilings or
chases except as otherwise indicated.
3. Install all piping parallel to building
construction.
B. Sloping and Draining : Slope all piping as indicated,
true to line and grade and free of traps or air
pockets. _
1. Unless otherwise indicated, slope piping in
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
plated steel plates having screw or spring clamping
device and concealed hinge. -
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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.
' 2 . Use reducing fittings where change in 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.
5 . 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 .
S . Unions : Provide unions to render all items in
the system easily removable , including valves ,
piping specialities , and on both sides of
equipment .
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'
a. Provide dielectric unions at all 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
for 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-
cautions to prevent scoring of chrome-
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
edges , or burrs , so that there is no reduction
in inside diameter for smooth unobstructed flow. _
12. Pipe Connections :
a. Threaded Pipe : Use Armite Joint Seal
Compound No. 250, Enterprise Commercial
"Thred Seal", Baker Oil Tool Teflon
"Bakerseal".
-162-
b . Copper Tubing and Brass Pipe 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.
iSilver 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 .
tMake 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
' A. 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 .
B. Piping :
1 . Adequately support all piping from building
structure to maintain alignment , prevent
-163-
,
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
support the weight of pipe, contents and
insulation with safety factor of 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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TEST SCHEDULE
Gauge
System Tested Gauge Pressure at Pressure Test
Start of the Test after 4 hrs. with
' Soil, Waste, Fill with water to
and Vent top of highest vent
or drain, allow to
stand three hours
without drop in
water level.
Water Piping 150 pounds 150 pounds Water
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
amount of water; likewise , all faucets , bibbs ,
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 .
1 -165-
'
3 . 6 PLUMBING FIXTURE 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, and gas cock for range.
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.
B. Do not backfill until after testing and inspect-
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 .
-166-
4 . Provide valves same size as line size unless
indicated otherwise.
5 . 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.
' B. Any drilling or cutting required for 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.
-167-
E. No cuttings , notching or boring will be allowed
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
A. All fixtures , piping, finished surfaces and equip-
ment shall have all grease, adhesive labels and
foreign materials removed.
B. All piping shall be drained and flushed to remove
grease and foreign matter. Pressure regulating
assemblies , traps , flush valves and similar items
shall be thoroughly cleaned. Remove and thoroughly
clean and reinstall all liquid strainer screens
after the system has been in operation ten days .
C . Gas piping shall be blown out with clean com-
pressed air or inert gas .
D. Remove from the premises all unused material _
and debris resulting from the performance of
work under this Section.
3. 13 STERILIZATION OF WATER SYSTEMS
After domestic hot and cold water systems are complete ,
flush out the systems , and sterilize systems with a —
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 .
-168- _.
1 111 . 20 - ELECTRICAL WORK AND FIXTURES
A. GENERAL
The work shall include the furnishing of all labor,
' materials , equipment , tools , appliances , transport-
ation, 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 . Make arrangements with utility companies for
services , and pay all fees and charges levied
by them. Notify utility companies when work
under this Section commences .
2 . Obtain all permits required from all agencies
and make arrangements for all inspections
required.
3. Complete 120/208 V, 3 phase, 4 wire underground
services , including precast transformer slab for
ipad-mount transformer and auxiliaries complete
per utility company requirements .
4 . Complete main service metering, panelboard, sub-
feeders , thermal overload protection, and disconnect
switches and feeders for power and lighting.
S . Complete power and lighting branch circuit wiring ,
including junction boxes , pullboxes , outlet boxes ,
' devices , materials , and equipment for a complete
installation.
6 . Complete system for telephone including telephone
service conduit , main terminals , terminal cabinet
' conduit , and outlets .
-169-
REVISE SECTION 20 - ELECTRICAL WORK $ FIXTURES AS FOLLOWS :
Insert 120/240V. 1-phase , 3-wire wherever "120/208V.
3-phase , 4 wire" presently appears in specifications .
169a -
t7 . Lighting fixtures and lamps in fixtures , see
' lighting fixture schedule on drawings .
8 . Complete wiring to and connection of electrical
equipment provided under other sections , includ-
ing appliances , air conditioning equipment ,
' pull boxes , outlet boxes , switches , etc.
9. Excavation, backfill , and concrete work to
complete the work under this Section.
10 . Furnish, install and maintain temporary power
and lighting service and remove same at comp-
letion of work.
ii. Cleaning , patching, repairing, and painting.
12 . Final inspection
I 13 . perform all other work necessary for the complete
installation of all electrical work and fixtures .
1 14. Shop drawings
15 . Record (as-built) drawings
16 . Tests
C. REQUIREMENTS
1 . Contact the serving utility companies and verify
compliance with their requirements for lighting,
power, and telephone service . Comply with all
requirements of the utility companies .
2 . 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. Refer-
ences made in these specifications or on the
drawings to existing work or correctness of ways
and means of performing the work under this
-170-
1
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.
3 . 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.
4 . 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 surfaces which
are damaged shall be repaired to match the adjac-
ent work.
S. 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 practic-
able. _
6 . 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.
7 . 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 ,
-171-
rules , regulations and ordinances pertaining
to this work.
S . Furnish evidence of final inspection and accept-
ance by the building and safety authority having
jurisdication upon completion and before accept-
ance of the work.
9 . Codes and Ordinances shall refer to "Legal Re-
quirements" in the General Conditions ; and all
' work shall be performed in accordance with 1975
National Electrical Code, Title 24 of the State
of California Administrative Orders and the City
of San Juan Capistrano Electrical Ordinance ,
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.
1
-172-
,
III . 21 - HEATING , VENTILATING AND AIR CONDITIONING
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 in
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
S . 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, motor
starters , line and low voltage control wiring.
2 . Painting
3 . Flashings
4. Plumbing work
-173-
E. CLEAN-UP ,
Upon completion of all construction and before final
acceptance , the Contractor shall broom clean the entire
paved area. All tools , surplus materials , equipment ,
debris , etc. , shall be removed and the site shall be
left in a neat and clean condition such as to meet the
approval of the Engineer.
-205-
,
g. Inspection of all planting shall be made at
the end of construction period to establish
the time for beginning of the maintenance
period. Notify Engineer at least 7 days
prior to inspection requirements .
h. All groundcover and shrub areas shall be
weed free at the end of construction.
D. GUARANTEES AND REPLACEMENTS
1 . Guarantee grass , shrubs and groundcover for a
period of 45 days .
2 . Guarantee all 15 gallon and larger trees to live
in a healthy condition for one (1) year after
planting. Dead or unhealthy trees shall be re-
placed as soon as possible after their condition
has been determined within this period of one year.
3 . Replant any spots or portions of lawn that fail to
grow in accordance with specifications . Replanted
lawns shall be 3/4 inch in height and uniformly
germinated prior to final acceptance.
4 . Replace as soon as weather permits , all dead plants
and all plants not in a vigorous condition as noted
under guarantee conditions above . Plants used for
replacement shall be the same kind and size as speci-
fied in the Plant List. They shall be furnished,
planted and fertilized as specified.
5 . The Engineer shall be the sole judge as to condition
of plants and his decision shall be final.
-204-
1 gallon plants 18 inches deep , 18 inches diameter
5 gallon plants 18 inches deep , 24 inches wide
15 gallon plants 18 inches deep , 36 inches wide
Boxed plants Z4 inches wider on all sides than box. '
Compact top soil in bottom of pit and tamp firmly .
Set plants in center of pits in vertical position i
so that crown of plant is level with finished grade
after allowing for watering and settling of soil.
Backfill with prepared soil mix as follows :
15% redwood shavings
70% excavated on site soil
15% organic fertilizer, plus
1 pound 12-12-8 commercial fertilizer and 2
pounds Urea 45-0-0 per cubic yard of backfill
material.
Form shallow basin around edge of plant ball as
approved. Remove basins of plants that are set
in grass areas . Keep basin within edges of the
tree ball .
e. Weed Control - After planting is complete , Con-
tractor shall immediately apply pre-emergence
weed control to the entire planted area, except
polygonum groundcover and lawn, and water
thoroughly. Pre-emergence weed control shall be
applied as follows :
4- 1/2 pounds Dymid 5-Granular combined with
1 pound Treflan S-Granular per 1 , 000 square feet .
f. Mulching - Apply 1 inch of Acorn bark to all
planted areas except lawn.
-203-
C. Groundcover Installation:
Plant Ajuga and Polygonum groundcovers in
areas so designated on plans . Prepare
groundcover areas in the same manner as for
lawns , including all soil additives . Grade
groundcover areas 1 inch below top of walks ,
etc. Plant rooted cuttings at spacings
indicated on plans . Smooth soil about plants
and leave areas in neat and clean condition.
Do not pile soil around crown of any plant .
Yater with alight spray. Soil must be moist
at time of groundcover planting. Finish
grades in groundcover areas must be approved
by Engineer before planting takes place .
Cl. Tree and Shrub Planting :
Finish grade shrub areas to 1 inch below top
of adjacent walks , curbs , etc. Stake plant
locations and secure approval before excavating
pits , making necessary adjustments as directed.
Excavate pits with vertical sides for all
plants as directed. Tree pits shall be of
sizes shown on plans to permit handling and
planting without injury to balls of earth or
roots and shall be of such depth that , when
planted, the crown of the plant shall bear
the same relation to finish grades that it
did to soil surface in place of growth. Tree
and shrub pits shall be no smaller that the
following sizes :
-202-
b . Plant lawn in all areas as indicated on plans . ,
Grade lawn areas to finish grades , filling as
needed or removing surplus dirt and floating
areas to a smooth, uniform grade . All lawn
areas shall slope to drain and meet approval
of Engineer before grass is sown. Loosen
soil to a depth of 6 inches in lawn areas by
approved method of scarification and grade
to remove ridges and depressions . Remove
stones or foreign matter over 2 inches in
diameter from ton 2 inches of soil . Float t
lawn areas to approximate finish grade.
Apply soil conditioners as specified, incorp-
orating into soil to the depths indicated by
thorough cultivation as directed and approved.
Finish grade so that lawn areas will be 1 inch
below adjacent walks , etc. , after water settling.
Rake, cultivate, and float and roll until
ridges and depressions disappear and areas
are in a smooth and uniform condition. Sow
grass seed at the rate of 7 pounds per 1 ,000
square feet. Rake lightly and roll with a
200 pound roller. Mulch with 1 cubic yard i
peat moss per 1 ,000 square feet and water with
a fine spray. Keep surface of seeded areas
damp until germination of seed but do not
flood with excess water. Hydromulching may be
used as an alternate in seeding and mulching '
as approved by Engineer.
-201-
1 . Soil Conditioning and Fertilizing :
a. All planting areas including lawn shall
be scarified to a depth of 6 inches below
grade prior to installation of conditioners
and fertilizers and finish grading.
b. All lawn, Ajuga and Polygonum areas shall
receive the following :
Redwood shavings - 3 cubic yards per 1 , 000
square feet worked directly into the top 6
inches of soil by thorough cultivation as
directed and approved.
Organic fertilizer - 1 cubic yard per 1 ,000
square feet worked into top 6 inches of soil
by thorough cultivation as directed and
approved.
Commercial fertilizer (12-12-6) - 10
pounds per 1 , 000 square feet and Urea
(45-0-0) - 20 pounds per 1, 000 square
feet , shall be ,worked into the top 6
inches of soil by thorough cultivation as
directed and approved.
C. Irrigation system shall be completed and
— installed before conditioning takes place.
2 . Planting :
a. Plant all materials as soon as site is avail-
able and weather conditions are suitable , as
approved and directed. Do not plant when
weather conditions are unfavorable to good
work.
-200-
b . Sizes of plants shall be as stated on the
Planting Plan. No root bound or undersize
materials shall be allowed.
C . Pruning shall not be done prior to delivery
except by special approval.
d. Inspection of plant materials required by
City, County, or State authorities shall be
a responsibility of the Contractor and he
shall have secured permits or certificates
prior to delivery of plants to site.
e . Plants shall be subject to inspection and
approved or rejected at place of growth and
on the project site at any time before or
during progress of work for size , variety,
condition, latent defects and injuries .
Rejected plants shall be removed from the
site immediately.
f. Protect plants from sun, wind and rain at
all times before planting.
g. Substitutes will not be permitted unless
specifically approved in writing .
h. Plant List is indicated on drawings .
Nomenclature conforms to customary nursery
usage .
i . Quantities shall be furnished as needed to `
complete work on drawings , whether correctly ,
estimated on plans and Plant List or not .
C. WORKMANSHIP '
Shall follow customary practices , shall be as directed
and as follows :
-199-
e . Redwood shavings shall be fortified with
11 nitrogen by weight.
f. Grass seed shall be "Golf" brand, Northrop-
King Landscape Mix, or approved equal .
g. Pre-emergence weed control material shall
be granular "Dymid" and granular "Treflan" .
3 . Staking materials shall include stakes which
shall be 2"x2"x10 ' -0" actual dimension for 5
gallon and 15 gallon trees , of sound redwood
and uniform size , pointed at one end and stained
for their entire length with green shingle stain,
for trees which are indicated to be staked on
Planting Plan. Ties shall be new rubber hose of
at least 1/2 inch diameter. See Planting Plan
for plants requiring stakes .
4 . Guying materials shall include guy wires of
pliable zinc-coated iron of #9 gauge unless
otherwise approved or directed. Anchors (dead-
men) for holding guys shall be 4"x4", solid
lumber 30 inches long. Hose for covering wires
of 2-ply , reinforced rubber, new garden hose
type , of at least 1/2 inch diameter. Flags
shall consist of white polyethylene hose , 1/2
inch diameter, 5 feet long.
5 . Plant Materials shall consist of the following:
a. Quality and size of all plants shall be
No . 1 grade, as approved. They shall be
fresh, vigorous , of normal growth, free of
disease , insects , insect eggs and larvae ,
with strong root systems .
-193-
III . 23 - PLANTING AND SOIL CONDITIONING
A. GENERAL
Work under this Section of the specifications shall
include all approved materials , labor, equipment ,
transportation and services required and incidental
thereto , in conformity with the plans and specific- ,
ations including fine grading, soil preparation,
seeding, planting, fertilizing, clean-up and other
work related thereto.
B. MATERIALS
1. Samples of materials shall be submitted for ,
inspection and shall be stored on the site until
furnishing of materials is completed. Delivery
may begin upon approval of samples or as directed.
Material samples shall include peat , manure, fert-
ilizers and soil conditioners , seed and plants
and other materials required by the Engineer.
2 . Fertilizer, Chemical Concentrates and Soil Cond-
itioners , etc. , shall be furnished as follows :
a. Urea 4,5-0-0 shall be a standard brand as
approved. The manufacturer' s guarantee of
analysis shall be indicated on each bag.
b . Commercial fertilizer shall be a standard 1
brand N12-P 12-K6 as approved. The manu-
facturer' s guarantee of analysis shall be
indicated on each bag.
c . Organic fertilizer shall be well rotted
weed free manure or mushroom compost . '
d. Peat moss shall be a standard grade horti-
cultural peat moss as approved.
-197-
I . 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 cond-
ition as approved by the Engineer.
-196-
F. INSPECTION
In all cases where inspection of the sprinkler system
work is required and/or tests are specified to be
performed, the Contractor shall notify the Engineer
at least 48 hours before the time scheduled for such
inspection or test. If any portion of the work has
been enclosed or covered up before such tests are
made, the Contractor shall uncover the work at his
expense , and make all necessary repairs to restore
the surface, after the underground work has been
inspected, tested and approved. 1
G . RECORD DRAWINGS
The Contractor shall maintain one set of black line
prints of the sprinkler system in good condition at
the site, on which he shall indicate the location
and depth of buried pipe and equipment , valves , etc.
Depths shall be from top of pipe to finish grade and
dimensions from permanent objects such as buildings ,
sidewalks , curbs , or driveways . At least thirty
days before final inspection, the Contractor shall
deliver the record print to the Engineer . However ,
such delivery shall not relieve the Contractor of the
responsibility of furnishing required information that ,
may be omitted from the prints .
H. OPERATION OF SYSTMM
The irrigation system shall be installed in complete
operating condition prior to commencing of any soil
preparation work. ,
-195-
.
10. Backfill trenches after installed work has been
accepted, with suitable and approved material .
Place backfill in layers not to exceed 6 inches
in thickness . Moisten backfill material and
compact each layer to a dry density equal to that
of the adjacent soil until approved by the Engineer.
11. When the sprinkler system is completed, the
Contractor in the presence of the Engineer or his
representative, shall perform a coverage test to
determine if the coverage of water for all planting
areas is complete and adequate. Contractor shall
furnish all materials and perform all work required
to correct any inadequacies of coverage as directed
by the Engineer.
E. GUARANTEE
1 . The entire irrigation system shall be guaranteed
by the Contractor to give satisfactory service
for a period of one year from date of final
acceptance of the work. Any trouble that may
develop within that time due to faulty workman-
ship or materials shall be corrected by the
Contractor without cost to the Owner.
2 . Any settling of backfilled trenches which may
occur within the one year from acceptance of
work shall be repaired by the Contractor without
added cost to the Owner including all damage to
paving, planting and/or other improvements of any
- kind.
-194-
3. Trenches shall be accurately trimmed for uniform
bed free from rocks , clods or other sharp edged
objects . Where practical, pipe shall be
assembled on the surface and when lowered into
trench, nonpressure line shall be snaked from
side to side of trench bottom to allow for ex- ,
pansion and contraction.
4 . All connections between plastic pipe and metal
valves or steel pipe shall be made with screw
fittings , using plastic male adapters and a
nonhardening pipe dope.
S . All lawn sprinkler risers connecting to plastic
pipe sprinkler laterals shall be connected to a
Schedule 40 coupling and polyethylene nipple
which is connected to the line fitting.
6. The vacuum breaker shall be of an approved type,
installed as required under the regulations of
the local plumbing code.
7 . Installation of all sprinkler material , including
pipe, shall be coordinated with the Landscape
Drawings so that no interference with or difficulty
in planting of trees , shrubs , or other planting
exists .
S . Installation of all elements of the irrigation
system shall be performed according to the pro- '
cedures described in the Standard Specifications .
9 . Testing shall be observed and approved by the
Engineer prior to backfill . Testing shall be as ,
described in the Standard Specifications .
-193-
12 inches above grade on 3/4" galvanized iron risers .
4 . Solvent for use with plastic pipe shall be as
recommended by the manufacturer.
5 . Pressure mains (minimum size 1- 1/2 inch) shall
be Class 160 , Ring-Tite Type I , polyvinyl chloride ,
conforming to ASTM D-1784-65T. Fittings shall be
as manufactured at factory. Deviation from this
must have Engineer' s apuroval. Pressure mains
1-1/4" and smaller shall be Class 315 P.V. C. of
the same description given for non-pressure
Class 200 P.V. C. pipe.
6 . All risers under pressure (except for hose bibbs)
shall be red brass I .P. S. or Type K copper. Hose
bibb risers shall be galvanized iron pipe .
7 . Sprinkler heads shall be as called out on drawings .
Provide to the Owner one set of wrenches for each
type of sprinkler head installed.
S . Shrub heads shall be 1/2 inch I . P.S. , all brass ,
adjustable from top .
D. WORMANSHIP
1 All workmanship shall be in accord with the best
practice of the trade and in compliance with the
Standard Specifications and with the General Cond-
itions of these specifications .
2 . Plastic pipe and fittings shall be carefully
handled and stored under cover to avoid damage.
Beds on which transported or stored must be full
length of pipe to avoid damage . Any pipe that
has been damaged or dented shall not be used in
the work.
-192-
III . 22 - IRRIGATION SYSTEM
A. GENERAL
The work shall include the furnishing of all labor ,
materials , equipment , tools , appliances , transport- t
ation, and services required to perform and complete
the site irrigation system for the building as in-
dicated 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 con-
sidered as a complete list : '
1 . Installation of water mains , laterals , feeder
lines , valves , sprinkler heads and other items
shown on plans or connected with the work.
2 . Trenching, backfilling and settling, connecting
to existing water lines , and adjusting to exist- ,
ing conditions .
C. MATERIALS
1 . Plastic pipe and fittings shall comply with re-
quirements for plastic pipe for use with solvent
weld socket or threaded fittings as described in
the Standard Specifications .
2 . Valves shall be brass and shall comply with j
applicable sections of the Standard Specifications .
3. Hose bibbs shall be brass with removable washers
and packing gland. Bibbs shall have 3/4" I . P.S.
female inlet and standard 3/4" male outlet with
bent hose. Bibbs shall be loose key type with
square nut for operation and shall be mounted
-191-
'
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.
E. No cutting , notching or boring 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.
-190-
Present a written report to the Engineer
(in triplicate) showing the actual measured
air quantity at each supply and return out-
let and the fan discharge and fresh air
inlet . Static drop at critical points shall
also be included. All equipment shall be i
tested at maximum operating capability and
accurately calibrated.
3. The loaded electrical characteristics of
all motors and their speeds shall be taken
and submitted to the Engineer in writing. l
Said report shall contain the name plate
rating versus actual operating readings .
3. 5 ACCESSIBILITY
A. All operable equipment and apparatus shall be
installed in an easily accessible location.
3. 6 OPENINGS - CUTTING , PATCHING , REPAIRING
A. This Contractor shall cooperate with the work t
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.
B. Any drilling or cutting required for the perform- I
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
-189-
M. Round elbow shall have inside radius 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
- 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
steel bands at each corner to make 90-degree bend.
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 systems
to test and balance all heating, ventilating and
air conditioning systems .
1. 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 .
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.
-138-
low pressure duct construction standards shall
apply to all ductwork. '
C. Tape all standing seams and transverse joints in
supply return and exhaust and fresh air ductwork
with duct tape. Duct tape shall be installed in
accordance with SMACNA Manual. `
D. Lined duct sizes indicated on drawings are net
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.
G. Inspect, in the presence of the Engineer, all ,
ductwork prior to concealment .
H. Keep duct openings closed during construction to
prevent entry of foreign materials , obstructions
or damage. r
I . Install all ductwork concealed unless otherwise
indicated.
J. Install all air outlets , flush, squared, tightly
sealed, and entirely covering sheet metal duct-
work and gaskets . Thread sheet metal mounting ,
screws tightly into 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 . t
-187-
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 to rejection as a result of damage or
other defect and do not install any that are
damaged or otherwise defective .
E. Verify in field exact size, location, and clear-
ances 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 .
3. 2 DUCTWORK 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 suit field
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
additional 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-
cation, SMACNA Duct Manual and local Codes , which-
ever has the most stringent requirements . SMACNA
-186-
2 . 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-
atures shall be maintained by energizing the
number of cooling and heating stages or modulate '
the heating as required.
3. 0 INSTALLATION
3 . 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. '
B. 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 '
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r
2-stage gas valve, and 24 volt circuit. Provide
double-wall gas flue extending through roof and
terminating with approved flue cap.
2 . 6 AIR COOLED CONDENSER UNIT
A. Governair Model 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.
- 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.
E. 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.
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F. Mixing dampers shall be heavy gauge galvanized r
steel , mounted in bronze bushings . Ends 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 t
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 r
or contactors through indivdual fusetrons to a 3- i
pole terminal rated at the full wire sizing amps I
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 , r
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r
2 . 3. DUCT INSULATION
A. Insulate all supply and return ductwork with
unfaced Johns-Mansville "Microlite", 2 PCF I"
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 UNJ-�
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,
3/4 pound density glass fiber insulation.
C. Unit shall have a double wall insulated drain pan
under cooling coil , with drain connection extending
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.
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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 DUCTWORK
A. Ducts shall be of galvanized sheet metal. '
B. Sheet metal gauges and duct construction shall be
in accordance with the Uniform Mechanical Code and ,
"SMACNA" duct construction standards .
C. Duct Accessories : ,
1 . Duct access doors per SMACNA.
2. Volume Dampers per SMACNA.
(a) Ducts under 18 inch butterfly type.
(b) Ducts 18 inch and over - multilouver
type. '
(c) Provide with locking device.
3. Fire Dampers - all dampers shall be UL rated
and code approved for usage intended and of
multilouver or curtain design.
2 . 2 DIFFUSERS, GRILLES AND REGISTERS '
A. Installation: Sponge rubber under all flanges .
B. Supply Air Diffusers : Kreuger Series SH with ,
frame stvle #23. ,
C. Return Air Registers : Kreuger Series S80H with
Frame Style #23. '
D. All supply air and return air shall have manu-
factured opposed blade volume dampers .
E. Diffusers and registers shall be furnished with
baked enamel off-white finish.
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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.
1 . 13 ELECTRICALLY OPERATED EQUIPMENT
A. Current characteristics are 115 V, 10 , 60HZ and
208 V, 30 , 60HZ. All electrically operated equip-
ment shall be designed to operate on this current .
B. Starters are furnished with Electrical Section.
1 . 14 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.
6
B. In the event of occupancy by the Owner prior to
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recommendations , unless otherwise shown on the
drawings or herein specified.
1 . 10 RESTORATION OF DAMAGES
Repair all damage to the premises due to poor work- ,
manship 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. '
1 . 11 OPERATING INSTRUCTIONS
Upon completion of the work, carefully prepare four
descriptive booklets of all systems and a full des-
cription 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 . '
1 . 12 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
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be responsible for fitting any such alternates
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 . 8 SUBMITTAL DATA AND SHOP DRAWINGS
Submit to the Engineer the number of copies of Mater-
ial Lists , Descriptions , and Shop Drawings and Samples
as follows : As required by the Special and General
Provisions within the time limit Doted.
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. 9 MANUFACTURERS RECOMMENDATIONS
Equipment installed under this Section of the Specification
shall be installed in accordance with manufacturers
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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 ,
Standard Specifications of the American Society
of Testing and Materials . '
J. Electrical appliances shall be U. L. labeled.
1 . 7 SUBSTITUTIONS
Certain units of equipment and materials are specified
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 shall be made in writing
accompanied with complete technical data, giving ,
sizes , capacities , details of construction, and
all other pert-inent 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
make such substitutions is granted by the Engineer.
B. In all cases where substitutions are proposed, and '
an advantage is not indicated to the Owner, then '
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-
sideration of alternate materials or equipment
shall be paid for by the Contractor. He shall also
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ials and equipment under this Division of the
Specifications shall be new, of best grade and
as listed in printed catalogs of the manufacturer.
Each article of its kind shall be the 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 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.
P. 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, equipment , or apparatus in replacement
of that rejected.
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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 . In case of differences '
between the Drawings and Specifications , the Speci-
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 r
damage or defect. All misunderstandings of Drawings ,
and Specifications shall be clarified by the Engineer
at no additional cost to the Owner. ,
1 . 6 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-
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1 . 2 SURVEY OF SITE
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 ,
all of which are hereby made a part of these speci-
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 .
1 . 4 PERMITS AND INSPECTIONS
Unless otherwise distinctly hereinafter specified, the
Contractor shall apply and pay for all necessary permits ,
fees and inspections required by any public authority
having jurisdiction.
-- 1 . S 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
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