HomeMy WebLinkAboutJames L. Blakely Inc; 1978-12-06; 1056u
CITY OF CARLSBAD
SAN DIEGO COUNTY
CALIFORNIA
c
CONTRACT DOCUMENTS & SPECIFICATIONS FOR
CONSTRUCTION OF COMFORT STATION AT
•HOLIDAY PARK
CONTRACT NO, 1056
JULY, 1978
3
TABLE 0 F CONTENTS
1 NOTICE INVITING SEALED PROPOSALS
3 PROPOSAL
6 BID BOND
7 DESIGNATION OF SUBCONTRACTORS
8 STATEMENT OF FINANCES
9 AGREEMENT AND CONTRACT
11 BOND FOR LABOR AND MATERIALS
13 BOND FOR FAITHFUL PERFORMANCE
15 GENERAL REQUIREMENTS
20 SITE PREPARATION
24 REINFORCING STEEL
26 CONCRETE
28 MASONRY
32' MISCELLANEOUS METAL
34 CARPENTRY
36 ROOFING AND WATERPROOFING
39 SHEET METAL
41 HOLLOW METAL DOORS AND FRAMES
44 PAINTING
46 INORGANIC WALL COATING
49 BUILDING SPECIALTIES
51 PLUMBING
57 ELECTRICAL
Page 1
CITY OF CARLSBAD, CALIFORNIA
. NOTICE INVITING BIDS
Sealed bids will be received at the Office of the City
Clerk, City Hall, 1200 Elm Avenue, Carlsbad, California, until
3:00 p.m. on the 8th day of November , 19 78, at which
time they will be opened and read for performing the work as
follows:
CONSTRUCTION OF COMFORT STATION AT HOLIDAY PARK
CONTRACT NO. 1056
Said work shall be performed in strict conformity with the
specifications therefor as approved by the City Council of the
City of Carlsbad on file in the Public Works Department. Ref-
erence is hereby made to said specifications for full particu-
lars and description of said work.
No bid will be received unless it is made on a proposal
form furnished by the Public Works Department. Each bid must
be accompanied by .cash, certified check or bidder's bond made
payable to the City of Carlsbad for an amount equal to at least
ten percent (10%) of the amount of bid; said guaranty to be for- .
feited should, the bidder to whom the contract is awarded fail
to furnish the required bonds and to enter into a contract with
the City within the period of time provided for by the bid re-
quirements.
The documents included within the sealed bids which require
completion and execution are the following:
1. Proposal - Pages 3, 4 § 5
2. Designation of Subcontractors - Page 7
3. Bidder's Bond - Page 6
4. Contractor's Financial Status - Page 8
Said documents shall be affixed with the appropriate no-
taried signatures and titles of the persons signing on behalf
of the bidder. For corporations, the signatures of the presi-
dent or vice-president and secretary or assistant secretary are
required and the corporate seal shall be affixed to all documents
requiring signatures. In the case of a partnership, the signa-
. ture of at least one general partner is required.
All bids are to be compared on the basis of the Engineer's
estimate. The estimated quantities are approximate only, being
given solely as a basis for the comparison of bids.
No bid will be accepted from a contractor who has not been
licensed in accordance with the provisions of Chapter 9, Divi-
sion 3 of the Business and Professions Code. The contractor
shall state his/her license number and classification in the pro-
posal. The estimated cost of the work is $28,500.00.
Page 2
Plans, special provisions and contract documents may be
obtained at the Public Works Department, City Hall, Carlsbad,
California, at no cost to licensed contractors. A nonrefundable
charge of none will be required for each set of plans, spe-
cial provisions and contract documents for other than licensed
contractors. It is requested that the plans and special provi-
sions be returned within tivo (2) weeks after the bid opening.
The City of Carlsbad reserves the right to reject any or
all bids and to waive any minor irregularity or informality in
such bids.
A project tour will be conducted by the City of Carlsbad
Public Works Department on when required .
The general prevailing rate of wages for each craft or type
of workperson needed to execute the contract shall be those
as determined by the Director of Industrial Relations pursuant
to the State of California Labor Code, Part 7, Chapter 1, Ar-
ticle 2, Sections 1770, 1773 and 1773.1.
Pursuant to Section 1773.2 of said Labor Code, a current
copy of applicable wage rates .are on file in the Office of the
City Clerk of the City of Carlsbad.
It shall be mandatory upon the contractor to whom the con-
tract is awarded to pay not less than the said specified prevail-
ing rates of wages to all workpersons employed by him/her in the
execution of the contract. i.• "***
Also, the prime contractor shall be responsible to insure
compliance with provisions of Section 1777.5 of the Labor Code
of the State of California for all occupations with apprentice-
ships as required on public works projects above thirty thousand .
dollars ($30,00.0) or twenty (20) working days.
The amount of the bond to be given for the faithful per-
formance of the contract for the said work shall be one hundred
percent (100%) of the contract price therefor, and an additional
bond in the amount equal to fifty percent (50%) of the contract
price for said work shall be given to secure the payment of the
claims for any material- or supplies furnished for the performance
of the work contracted to be done by the contractor for any work
or labor of any kind done thereon.
Approved by the City Council of the City of Carlsbad, Cali- '
fornia, by Resolution No. 5541 adopted on October 3 . » 19yg.
Date ALETHA U RAUTENKRANZ ,
Page 3
c
CITY OF CARLSBAD
. CONTRACT NO. 1056
CONSTRUCTION OF COMFORT STATION
AT HOLIDAY PARK
PROPOSAL
City Council
City of Carlsbad
1200 Elm Avenue
Carlsbad, CA 92008 '
The undersigned declares he/she has carefully examined -che
location of the work, read the Notice Inviting Bids, examined
the plans and specifications, and hereby proposes to furnish all
labor, materials, equipment, transportation and services required
to do all the work to complete Contract No. 1056 in accordance
with the plans and specifications of the City of Carlsbad, and
the special provisions, .and that he/she will take in full payment
therefor the following unit prices for each item complete, to wit;
Item Approximate Article with Unit Price or Unit
'o. Quantity § Unit Lump Sum Written in Words _ Price , TOTAL
1 Lump Sum Construct Comfort Station Com-
plete with Utility Connection '
at
Dollars
and ric> -• — - Cents
Total (in figures) ^pjj* *~/
Total (in words) T/7/^7^ ^<=^r~ /A^S^ckl
Page 4
All bids are to be computed on the basis of the given es-
timated quantities of work, as indicated in this proposal, times
f, the unit price as submitted by the bidder. In case of a dis-
crepancy between words and figures, the words shall prevail.
.:,'•> car;; of an error in the extension of a unit price, the cor-
rected extension shall be calculated and the bids will be com-
puted as indicated above and compared on the basis of the cor-
rected totals.
The estimated quantities of work indicated in this proposal
are approximate only, being given solely as a basis for compari-
son of bids.
The undersigned has checked carefully all of the above
figures and understands that the City will not be responsible
for any errors or omissions on the part of the undersigned in
making up this bid.
/ The undersigned agrees that in case of default in executing
V the required contract with necessary bonds and insurance poli-
cies \n£h.iML_QdQ^ of jawajrd-o_f__£on,tract
by City Council of the City of Carlsbad, tTie~~proceeds of checSf
or bond accompanying this bid shall become the property of the
•^ City of Carlsbad.
Licensed' in accordance with the Statutes of the' State of
r California providing for the registration of contractors, Li-'
\ cense No ./^ ~3o£> /*?6 > Identification
The undersigned bidder hereby represents as follows: (1)
That no Councilperson, officer, agent or employee of the City of
Carlsbad is personally interested, directly or indirectly, in
this contract, or the compensation to be paid hereunder; that no
representation, oral or in writing, of the City Council, its of-
ficers, agents or employees, has induced him/her to enter into
this contract, excepting only those contained in this form of
contract and the papers made a part hereof by its terms; and
(2) that this bid is made without connection with any person,
firm or corporation making a bid for the same work, and is in
all respects fair and without collusion or fraud.
Accompanying this proposal is ..(cash, certified check, bond
or cashier's check)
in an amount not less than ten percent (10%) of the total bid
price.
The undersigned is aware of the provisions of Section 3700
of the Labor Code which require every employer to be insured
against liability for workers' compensation or to undertake
self -insurance in accordance with the provisions of that code,
and agrees to comply with such provisions before commencing the
performance of the work of this contract. " .
\f
* '" •'
Page 5
(711*) 7^-3612
Phone Number
November 8, 1978
Date
913 Cycad Dr.
San Marcos, Calif. 92069
Bidder's Address
James L. Blakely, Inc.
Bidder's Name
Authorized Signature
Corporation '
Type of Organization
-{Individual, Corporation, Co-
partnership)
List below names of President, Secretary, Treasurer and Manager if a
corporation, and names of all co-partners if a co-partnership: '/
T.. BlakelY-Presidnet
Carol L. Blakely-Secretary
• Pago 6•
BIDDER'S BOND TO ACCOMPANY PROPOSAL
KNOW ALL PERSONS BY THESE PRESENTS: .
That we, James L. Blake.lv, inc. _ , as Principal,
and Balboa insurance Company _ , as Surety, are held" "" --I.--- - -
and firmly bound unto the City of Carlsbad, California, in the sum
' 107o of amount bid not to exceed: .Of * Three Thousand Six Hundred and no/lOOths * * * _ Dollars
t
($3,600.00 * * _ ), lawful money of the United States for the pay-
ment of whi ch s um we 1 1 and truly to be made, we bind ourselves,
jointly and severally, firmly by these presents.
THE' CONDITION OF THE FOREGOING OBLIGATION IS SUCH: * •
That if the. proposal of the above-bounden principal for:
CONSTRUCTION OF A COMFORT STATION AT HOLIDAY PARK - CONTRACT NO. 1056
in the City of Carlsbad, is accepted by the City Council of said
City, and if the above-bounden Principal shall duly enter into
and execute a contract including required bonds and insurance
policies within twenty. (20) days from the date of award of con-
tract by the City Council of the City of Carlsbad, being duly
notified of said award, then this obligation shall become null
and void; otherwise, it shall be and remain in full force and
1 effect, and the amount specified herein shall be forfeited to
! the said City..i
1 .In the event any Principal above named executed this bond
| as an individual, it is agreed that the death of any such Prin-'
] cipal shall not exonerate the Surety from its obligations under
] ( this bond.
IN WITNESS WHEREOF, we hereunto set our hands and seals this
7th _ day of November _ , 19 78 •
»
Corporate Seal (if corporation) James L. Blakely, Inc. _Principal
Balboa Insurance Compagft _
~J1 ~~/
James L. Blakely, President
TitleAttorn^n.Fact: CNotariai acknowledgement of exe
(Attach acknowledgement of Y q .Attorney in Fact) ' SURETY .must be attached.)
c
620 NEWPORT CENTER DRIVE, NEWPORT BEACH, CALIFORNIA 92660
GPA
GENERAL POWER OF ATTORNEY NUMBER VALID ONLY IN RED
Know All Men by These Presents, That BALBOA INSURANCE COMPANY, a corporation duly organized and existing under the
laws of the State of California, and having its principal office in Newport Beach, Orange County, California, does by these presents make,
constitute and appoint _ _
_ A. T. FAUST. JR. _
"f San Diego _ and State of _ California _ its true and lawful Attorney(s)-in-Fact, with full power and
authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver _
Contract Bonds (S.B.A. Guarantee Agreement) - $200,000.00; jTcense &
Permit Bonds - $50,000.00; Miscellaneous - $50,000.00; Contract _
Bonds - $50,000.00; Court Bonds - $50,000.00; Fiduciary Bonds - $50.000.00
"THIS POWER OF ATTORNEY SHALL TERMINATE AND BE ~
OF NO FURTHER EFFECT AFTER DECEMBER 31, 1978" _
and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate
seal of the Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s)-in-Fact may do in the
premises. Said appointment is made under and by authority of the following resolution adopted by the Board of Directors of the Balboa
Insurance Company at a meeting held on the 22nd day of March, 1962.
"Be It Resolved, that the President, any Vice-President, any Secretary or any Assistant Secretary shall be and is hereby vested
with full power and authority to appoint any one or more suitable persons as Attorney(s)-in-Fact to represent and act for and on
behalf of the Company subject to the following provisions:
"Section 1. Attorney-in-Fact. Attorney-in-Fact may be given full power and authority for and in the name of and on behalf of the
Company, to execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements of indemnity and other
conditional or obligatory undertakings and any and all notices and documents canceling or terminating the Company's liability
thereunder, and any such instruments so executed by any such Attorney-in-Fact shall be binding upon the Company as if signed by
the President and sealed and attested by the Corporate Secretary."
In Witness Whereof, Balboa Insurance Company has caused these presents to be signed by its Vice President - ___
and its corporate seal to be hereto affixed this 27th _ day nf August _ A.D. , 19 _2£.
BALBDA INSURANCE COMPANY
State of California
County of Orange
On this__£ZHL__day of August A.D., 19 76 . before me personally came John E. Curtis
to me known, .who, being by me duly sworn, did depose and say, that he resides in Mission VieiO,—California .
that he is Vlcs President of BALBOA INSURANCE COMPANY, the company described in and which executed
the above instrument; that he knows the seal of said Company; that the seal affixed to said instrument is such corporate seal; that it was so
affixed by order of the Board of Directors of said Company; and that he signed his named thereto by like order.
Nofry hblteOlfferi.- & ^ „_ Notar*Pubhc
ORANGE COUNT/ 3
My Commlnlen E>pirn July 9, I97S
CC***Y
I, the undersigned Secretary of Balboa Insurance Company, hereby certify that the above and foregoing is a full, true and correct
copy of the Original Power of Attorney issued by said Company, and do hereby further certify that the said Power of Attorney is still in force
and effect.
And I do hereby further certify that the Certification of this Power of Attorney is signed and sealed by facsimile under and by the
•uthority of the following resolution adopted by the Board of Directors of the Balboa Insurance Company at a meeting duly calkd and !'t!d
on the 24th of March 1972, and that said resolution has not been amended or repealed:
"RESOLVED, that the signature of the Secretary or any Assistant Secretary of this Corporation, and the seal of this Corporation,
may be affixed or printed by facsimile to any certificate to a Power of Attorney of this Corporation, and that such printed facsimile
signature and seal shall be valid and binding upon this Corporation."
GIVEN under by hand and the seal of said Company, at Newport Beach, California, this ' Aay of
c STA TE OF CALIFORNIA
County of SAN DIEGO
On this
) ss:
jday of J9 , before me
CATHY M. BATSRLT.a Notary Public in and for the said
County of SAN DTEflD . State of GAT.TFDRNTA _, residing therein, duly commissioned
and sworn, personally appeared A.T. FAUST, JR._ known to me to be the Attornev-in-Fact of the
Balboa Insurance Company, the corporation that executed the within instrument, and acknowledged to me
that he subscribed the name of the Balboa Insurance Company thereto and his own name as A ttorncv-in-Fact.
OFFICIAL SEAL
CATHY M. BATSELL
NOTARY PUBLIC CALIFORNIA
PRINCIPAL OFFICE IN
| ^SSSf SAN DIEGO CvllNTY
1L002ZR77| My Comm'sslon Expires Feb. S ;T81
f 1 -,
jL*, ty,
Notary Public/in and for the County of
_ SAN DIEGO , State o/LGALIEQRNIA .
C
f STATE OF CALIFORNIA,
' COUNTY OF San Diego
ss.
ON_November 7«,19 78,
before me, the undersigned, a Notary Public in and for said State, personally appeared
James L. Blakely
: , known to me to be the
President
of the James L. Blakely? Inc.
the Corporation that executed the within Instrument, known to me to be the person who
executed the within Instrument, on behalf of the Corporation, therein named, and acknowledged
to me that such Corporation executed the same.
OFFICIAL SEAL
CATHY M. BATSEU.
NOTARY PUBLIC CALIFORNIA
PRINCIPAL OFFIC5 IN
SAN DIEGO COUNTY
My Commission Expires Feb. 24,1981
ACKNOWLEDGMENT-Corporation—WolcottS Form 222—Rev. 3-64
WITNESS my hand and official seal.
ary Public in and for said State.
Page 7
DESIGNATION OP SUBCONTRACTOR
The undersigned certifies he/she has used the subbids of
•' '-•• :*. .following listed contractors in making up his/her bid and
tuat uhe subcontractors listed will be used for the work for
which they bid, subject to the approval of the Public Works Ad-
ministrator, and in accordance with applicable provisions of
the specifications. No change may be made in these subcon-
tractors except upon the prior approval of the Public Works Ad-
ministrator of the City of Carlsbad.
ITEM OF WORK SUBCONTRACTOR ADDRESS
5.i^ff^li^ CcGAlv JL4L«^
6.
Corporation
Type of Organization (individual,
co-partnership or corporation)
Address:
•913 Cycad 'Drive
•'San'Marcos, Calif. 92069
Page 8
BIDDER'S STATEMENT OF FINANCIAL RESPONSIBILITY
C- TECHNICAL ABILITY AND EXPERIENCE
(The Bidder is required to state what work of a similar
character to that included in the proposed contract he/she has
successfully performed and give references which will enable
the City Council to judge his/her responsibility, experience,
skill and business standing.)
The undersigned submits herewith a statement of his/her
financial responsibility.
The undersigned submits below a statement of the work of
similar character to that included in the proposed contract
which he/she has successfully performed.
*• All phases of construction from start to finish work|
including resident! «J , y-eT|io'^el-r'-r)nirn^T>cip.l • .
C
Signature
dal A&L&tnttd
'JAMES L. BLAKELY, ING.c FINANCIAL STATEMENT
August 31, 1978
PERSONAL TAX CONSULTANTS
321 EAST GRAND AVENUE
ESCONDIDO, CALIFORNIA 92025
PHONE (714) 745-1065
MAIN OFFICE:
900 E. KATELLA-STE. Q
ORANGE, CALIFORNIA 92667
(714) 538-372B
BRANCH OFFICE:
28752 MARGUERITE PARKWAY-STE. 16-A
MISSION VIEJO, CALIFORNIA 92675
(714) 495-6345
Board of Directors
James L. Blakely Inc.
Escondido, CaliforAa
c The accompanying balance sheet of James L. Blakely Inc.
as of August 311 1978 and the related statement of income
and retained earnings for the three months then ended were
not audited by us, and accordingly we can express no opinion
on them.
Escondido, California
September 27, 19?8
C
JAMES L. BLAKELY ING.
BALANCE SHEET
August 31, 19?8
(unaudited)
ASSETS
Current Assetsi
Cash . $13,021
Accounts receivable 30,455
Prepaid expenses 4,000
Total Current Assets $47,4?6
Fixed Assets (at cost)
Construction equipment $ 6,112
Transportation equipment 7,389 ,
Office equipment
14,892
Less accumulated depreciation 8.525 6,367
Other Assets
Land - market value 85,000
Land - cost 29,096
Deposits 500
Organization costs • 222 114.818
$168.661
LIABILITIES AND SHAREHOLDERS EQUITY
Current Liabilities!
Payroll taxss payable $ 8?7
Deposits payable 26,66?
Total Current Liabilities $ 27,544
Long term debts:
Mortgage payable - Bank of Hawaii $32,808
- M. Fackler 14,000
Loans payable - J.L. Blakely 2.323
Capital stock 2,807
Stockholders equity 35,500
Retained eqrnings 53.679
<r JAMES L. BLAKELY IMG.
STATEMENT OF INCOME
Throa Months Ended August 31, 19?8
(unaudited)
Sales
Income from jobs
Interest income
Operating Expensesi
Advertising
Auto expense
Insurance
Interest
Legal and accounting
Materials and supplies
Office supplies
Operating supplies
Permits and licenses
Promotion
Rent
Sub contract labor '
Taxes - payroll
Telephone
Wages - officer
Wages - other
Total Operating Expenses
Net Profit
Retained Earnings - Hay 31, 19?8
Retained easjLngs - August 31, 1978
$75,95583
3,060
166
1,358
16,693
132
35
318
450
9,128
2,162
648
1,200
$76,038
40.855
$35,183
18.496
$53^679
Page 9
•
CONTRACT
THIS AGREEMENT, made and entered into this day of
, 19 , by and between the City of Carlsbad,
California, hereinafter designed as "City", party of the first
part, and y^^^ L. LM^fcgLV. /A/C. hereinafter
designated as "Contractor", party of the second part.
WITNESSETH: The parties hereto do mutually agree as fol-
lows:
1. For and in consideration of the payments and agreements
hereinafter mentioned to be made and performed by City, the Con-
tractor agrees with the City to furnish all materials and labor
for:
CONSTRUCTION OF A COMFORT STATION AT HOLIDAY PARK
CONTRACT NO. 1056
and to perform and complete in a good and workpersonlike manner
all the work pertaining thereto shown on the plans and specifica-
tions therefor; to furnish at his/her own proper cost and expense
all tools, equipment, labor and materials necessary therefor (ex-
cept such materials, if any, as in the said specifications are
stipulated to be furnished by City), and to do everything required
by this agreement and the said plans and specifications.
2. For furnishing all said materials and labor, tools and
equipment, and doing all the work contemplated and embraced in
this agreement, also for all loss and damage arising out of the
nature of the work aforesaid, or from the action of the elements, •
or from any unforeseen difficulties whcih may arise or be en-
countered in the prosecution of the work until its acceptance by
the City, and for all risks of every description connected with
the \vork; also, for all expenses incurred by or in consequence
of the suspension or discontinuance of work, except such as in
said specifications are expressly stipulated to be borned by the
City; and for well and faithfully completing the work and the
whole thereof, in the manner shown and described in the said
plans and specifications, the City will pay and the Contractor
shall receive in full compensation therefor the lump sum price,
or if the" bid is on the unit price basis, the total price for
the several items furnished pursuant to the specifications,
named in the bidding sheet of the proposal, as the case may be.
3. The City hereby promises and agrees with said Con-
tractor to employ, and does hereby employ said Contractor to
provide the materials and to do the work according to the terms
and conditions herein contained and referred to for the price
aforesaid and in accordance with the conditions set forth in the
Page 10
specifications; and the said parties for themselves, their heirs,
executors, administrators, successors and assigns, do hereby
agree to the full performance of the covenants herein contained.
4. The Notice to Bidders, Instructions to Bidders, Con-
tractor's Proposal, and the plans and specifications, and all
amendments thereof, when approved by the parties hereto, or when
required by the City in accordance with the provisions of the
plans and specifications, are hereby incorporated in and made a
part of this agreement. """'"
5. Pursuant to the Labor Code of the State of California,
the City Council has ascertained the general prevailing rates of
per diem wages for each craft or type of workperson needed to
execute the contract and a schedule containing such information
is included in the Notice Inviting Bids and is incorporated by
reference herein.
6. The Contractor shall assume the defense of and indemnify
and safe harmless the City, and its officers and employees, from
all claims, loss, damage, injury and liability of every kind,
nature and description, directly or indirectly arising from the
performance of the contract or work, regardless of responsibility
for negligence; and from any and all claims, loss, damage, injury
and liability, howsoever the same may be caused, resulting di-
rectly or indirectly from the nature of the work covered by the
contract, regardless of responsibility for negligence.
IN WITNESS WHEREOF, the parties hereto have caused this con-
tract to be executed the day and year first above written.
(Notarial acknowledgement of
execution by ALL PRINCIPALS
must be attached.)
Contractor
By.
T (seal)'
Title
By
........
Title
CITY OF CARLSBAD, CALIFORNIA
Mayor
ATTEST.:
City Clerk
ss.STATE OF CALIFORNIA
COUNTY OF San Diego
On December 6, 1978 before me,
the undersigned, a Notary Public in and for said County and State,
personally appeared Carol L. Blakely >
known to me to be the KXXXXXXXX
SAFECO
Secretary of the corporation that executed the
within Instrument, known to me to be the persons who executed the
within Instrument on hehalf of the corporation therein named, and
acknowledged to me that such corporation executed the within
instrument pursuant to its by-laws or a resolution of its board of
directors.
Signature
FOR NOTARY SEAL OR STAMP
OFFICIAL SEAL
HELEN E. BRIENO
NOTARY PUBLIC • CALIFORNIA
Principal Office in San Diego County
My Commission Exp. May 7, 1982
Page 11
LABOR AND MATERIAL BOND
U>5-03i56* in % pot*
KNOW ALL PERSONS BY THESE PRESENTS: OFt«- • \ij\lv/. if -<y ; -j/ |^
WHEREAS, the City Council of the City of Carlsbad, State of
California, by Resolution No. adopted
has awarded to ***** *•• Bl»***y» Iao> ^
hereinafter designated as the "Principal11, a contract for:
CONSTRUCTION OF A COMFORT STATION AT HOLIDAY PARK
CONTRACT NO. 1056
in the City of Carlsbad, in strict conformity with the drawings
arid specifications and other contract documents on file in the
Office of the City Clerk.
WHEREAS, said Principal has executed or is about to execute
said contract and the terms thereof require the furnishing of a
bond with said contract, providing that if said Principal or any
of his/her or its subcontractors shall fail to pay for any ma-
terials, provisions, provender or other supplies or teams used
in, upon, for or about the performance of the work agreed to be
done, or for any work or labor done thereon of any kind, the
Surety on this bond will pay the same "to the extent hereinafter
set forth:
NOW, THEREFORE, WE ***** L MA<1y» ***
as Principal, hereinafter designated as Contractor, and
Balboa XMweaiM* Ooagtagr cas Suret
held firmly bound unto the City of Carlsbad in the sum of
y, are
e rmly oun unto te CtyThousand «a* feua&td sevwitgr and 00/100,T, , ,Dollars ($___ _ ___)
said sum being fifty percent (50%) of the estimated amount payable
by the City of Carlsbad under the terms of the contract, for which
payment well and truly to be made we bind ourselves, our heirs,
executors and administrators, successors, or assigns, jointly and
severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if the person
or his/her subcontractors 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 other
work or labor thereon of any kind, or for amounts due under the
Unemployment Insurance Code with respect to such work or labor,
that the Surety or Sureties will pay for the same, in an amount not
exceeding the sum specified in the bond, and also, in case suit is
brought upon the bond, a reasonable attorney's fee, to be fixed by
the court, as required by the provisions of Section 4204 of the
Government Code of the State of California.
This bond shall inure to the benefit of any and all persons, •
companies and corporations entitled to file claims under Section
Page 12
1192.1 of the Code of Civil Procedure so as to give a right of
action to them or their assigns in any suit brought upon this
bond, as required by the provisions of Section 4205 of the Gov-
ernment Code of the State of California.
And the said Surety, for value received, hereby stipulates
and agrees that no change, extension of time, alterations or ad-
ditions to the terms of the contract or to the work to be per-
formed thereunder or the specifications accompanying the same
shall, in any way, affect its obligations on this bond, and it
does hereby waive notice of any such change, extension of time,
alterations or additions to the terms of the Contract or to the
work or to the specifications.
In the event any Contractor above named executed this bond
as an individual, it is agreed the death of any such Contractor
shall not exonerate the Surety from its obligations under this
bond.
IN WITNESS WHEREOF, this instrument has been
he Contractor and^urety above named, on the
, 19
executed
day of
LBldwIy, 1m.(Seal)
L BUk«Xy, !*•*.
(Seal)
(Seal)
Contractor
Qupauay
P* 0*
Surety
(Seal)
(Seal)
(Seal)
STATE OF CALIFORNIA
COUNTY OF San Diego
December 6,
ss.
On _ uecerooer D, w/a ____ before me
the undersigned, a Notary Public in and for said County and State,
personally appeared ___ Carol L. Blakely _____________ ,
known to me to be the ______ F5SXBhKK3CICJt ______
SAFECO
___________ _____ Secretary of the corporation that executed the
within Instrument, known to me to he the persons who executed the
within Instrument on hehalf of the corporation therein named, and
acknowledged to me that such corporation executed the within
instrument pursuant to its by-laws or a resolution of its board of
directors.
Signature
Helen E. Brieno
FOR NOTARY SEAL OR STAMP
OFFICIAL SEAL
HELEN E. BRiENO
NOTARY PU3LIC - CALIFORNIA
Principal Olfice in San Dia'.'.o County 5
My Commission Exp. May 7, 1932 J
STATE OF_
County of_
CALIF.
SAN DIEGO
On this.
MURIEL FAUST
) ss:
day of 19 before me
_, a Notary Public in and for the said
County of SAN DIEGO . State of CALIF._, residing therein, duly commissioned
P. C. FAUST Jinown to me to be the Attorney-in-Fact of theand sworn, personally appeared
Balboa Insurance Company, the corporation that executed the within instrument, and acknowledged to me
that he subscribed the name of the Balboa Insurance Company thereto and his own^ name as Attorney-in-Fact.
WVWVWJWVWOfFICIAL SEAL 1
MURIEL FAUST $
| NOTARY PUBLIC • CALIFORNIA £ Notary Public in and for the County of
Principal Office, San Diego Co. Calif. !
My Commission £xp. Feb. 21, 19811
1L002ZR776
SAN DIEGO _ State of_CALIF.
Page 13
PERFORMANCE BOND
La 4
KNOW ALL PERSONS BY THESE PRESENTS:
wniUHWu
WHEREAS, the City Council of the City, of Carlsbad, State of
California, by Resolution No. adopted ,
has awarded to &mm I. *ltfr+Tty,
hereinafter designated as the "Principal", a contract for:
CONSTRUCTION OF A COMFORT STATION AT HOLIDAY PARK
CONTRACT NO. 1056
in the City of Carlsbad, in strict conformity with the drawings
and specifications and other contract documents now on file in
the Office of the City Clerk of the City of Carlsbad.
WHEREAS, said Principal has executed or is about to execute
said contract and the terms thereof require the furnishing of a
bond for the faithful performance of said contract;
NOW, THEREFORE, WE, **"* L ******** **** f
as Principal, hereinafter designated as the "Contractor", and
JhftiLlBflk IfrMMBMMMHgl j^Mto^AWW*mmt as Surety,-
are held and firmly bound unto the City of Carlsbad,' in the sum
i^^^fl^tftMiMiitety^eg/MO. Dollars
)t said sum being equal to 100 percent (100%) of
the estimated amount of the contract, to be paid to the said City
or its certain attorney, its successors and assigns; for which
payment, well and truly to be made, we bind ourselves, our heirs,
executors and administrators, successors or assigns, jointly and •
severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if the above-
bounden Contractor, his/her or its heirs, executors, adminis-
trators, successors or assigns, shall in all things stand to and
abide by, and well and truly keep and perform the covenants, con-
ditions and agreements in the said contract and any alteration
thereof made as therein provided on his/her or their part, to be
kept and performed at the time and in the manner therein speci-
fied, and in all respects according to their true intent and
meaning, and shall indemnify and save harmless the City of Carls-
bad, its officers and agents, as therein stipulated, then this
obligation shall become null and void; other\\rise it shall remain
in full force and virtue.
And said Surety, for value received, hereby stipulates and
agrees that no change, extension of time, alteration or addition
to the terms of the contract or to the work to be performed
thereunder or the specifications accompanying the same shall not
affect its obligations on this bond, and it does hereby waive
Page 14
notice of any change, extension of time, alterations or addition
to the terms of the contract or to the work or to the specifica-
tions.
In the event that any Contractor above named executed this
bond as an individual, it is agreed that the death of any such
Contractor shall not exonerate the Surety from its obligations
under this bond.
IN WITNESS WHEREOF, this instrument has been duly executed
by the Contractor and Surety above named on the ^h day of
(Seal)
ri, WlM(i < lifAjJ^uU, (Seal)
/ ^
(Seal)
urety
(Seal)
(Seal)
(Seal)
ggjs. V,lw<* i" «
Qhiu.MAL
ffi g-
STATE OF CALIFORNIA
COUNTY OF San Diego
December 6, 1978
ss.
On L.ecemper o, J.?/o before me
the undersigned, a Notary Public in and for said County and State,
personally appeared Carol L. Blakely ,
known to me to he the
Secretary of the corporation that executed the
within Instrument, known to me to he the persons who executed the
within Instrument on behalf of the corporation therein named, and
acknowledged to me that such corporation executed the within
instrument pursuant to its by-laws or a resolution of its board of
directors.
Signature Helen.JE. Brieno
SAFECO
FOR NOTARY SEAL OR STAMP
E. BRIENO
NOTARY PUBLIC - CALIFORNIA
pr,:.rin. lOiiicsin San Diego County
My" Commission Exp. May 7, 1982
STATE OF_
County of_
On this.
CALIF.
SAN DIEGO
) ss:
jday of is* c /.Q before me
MURIEL FAUST _, a Notary Public in and for the said
County of SAN DIEGO . State of CALIF._, residing therein, duly commissioned
and sworn, personally appeared P. C. FAUST known to me to be the Attorney-in-Fact of the
Balboa Insurance Company, the corporation that executed the within instrument, and acknowledged to me
that he subscribed the name of the Balboa Insurance Company thereto and his own name as A ttorney-in-Fact.
1L002ZR776
OFFICIAL SEAL
MURIEL FAUST
NOTARY PUBLIC • CALIFORNIA
Ptiacip<il Olfice, San Diego Co. Calil.
My Commission Exp. Feb. 21, 1931!
Notary Public in and for the County of
SAN DIEGO _ State o/l CALIF.
Page 15
CITY OF CARLSBAD
Construction of Comfort Station
Located at Holiday Park
SPECIAL PROVISIONS
Section 1 A - General Requirements
1. SCOPE
The work to be done under this contract includes the furnishing
of all labor, material and equipment necessary to construct a
comfort station at Holiday Park located at Pio Pico Drive and
Eureka Place in Carlsbad, California.
2. DRAWINGS AND SPECIFICATIONS
a. Drawings which form a part of the Contract Documents and
which accompany these specifications are composed of two
sheets.i
b. Specifications which form a part of Contract Documents
consist of sections as listed in the Table of Contents in
the forepart of these specifications.
c. Division of the Specifications; For convenience, these
.specifications are arranged in several trade sections,
but such separation does not establish limits of work
required by any subcontract or trade. Terms and condi-
tions of such limitations are wholly between Contractor
and subcontractors.
3. ADDITIONAL DEFINITIONS
a> Owner; City of Carlsbad, 1200 Elm Avenue, Carlsbad, CA
b. Architect; Larry E. Yeakel A.I.A., 1302 Kettner Boulevard,
San Diego, California 92101
c. Work; All work as defined by any or all portions of these
specifications and accompanying drawings.
d. Reference to Drawings; Where the words "shown", "indi-
cated", "detailed", "noted", "scheduled", or words of
similar import are used, it shall be understood that
reference is made to the drawings accompanying these
specifications, unless stated otherwise.
e. Directions; Where the words "directed", "designated",
"selected", or words of similar import are used, it shall
be understood that the direction, designation, selection,
or similar import, of the Architect is intended, unless
GENERAL REQUIREMENTS
1A-1
Page 16
V . • • ' stated otherwise. The word "required" and words of similar
import shall be .understood to mean "as required to properly
' . ••--. complete the work and as .required and approved by the Archi-
tect", unless stated otherwise. . ; "^ •- . .
• f. Equals and Approvals; Where the v/ords "equal", "approved
equal", "equivalent" and such words of similar import are
used, it shall be understood such words are followed by the
expression "in the opinion of the Architect", unless stated
otherwise. Where the words "approved", "approval", "accept-
able", "acceptance", or words of similar import are used,
it shall be understood that the approval, acceptance, or
similar import, of the Architect is intended.
g. Perform and Provide:. The word "perform" shall be understood
to mean that the Contractor, at his expense, shall perform
all operations, labor, tools and equipment, and further
including the furnishing and installing of materials that
* are indicated, specified, or required to complete such peir-
.formance. The word "provide" shall be understood to mean
that the Contractor, at his expense, shall furnish and in-
stall the work, 'complete in place and ready for use, includ-
ing furnishing of necessary labor, materials, .tools', equip-
ment and transportation. • .
h. Language ?nd Intent: The specification sections are written
in a modified brief style consistent with clarity. In
general, the words "the", "shall", "will" and "all" are not
used. Where such words as "perform", "install", "erect",
"test", or words of similar import are used, it shall be
understood that such words include the meaning of the phrase
"The Contractor shall". The requirements indicated and spec-
ified apply to work of the same kind, class and type, even
though the word "all" is not stated.
1.4 CODES AND STANDARDS
a. Reference to codes, ordinances, regulations and standard
specifications refer to editions in effect as to date of
proposals. Abbreviations are used for agencies issuing
standard specifications as follows:
Agency Abbreviation
American Society for Testing
Materials ASTM
U.S. Government Fed. Spec.
'National Board of Fire Underwriters . NDFU
GENERAL REQUIREMENTS
1A-2
0
Page 17 •
American Institute of Steel Con-
struction AISC
American Standards Association ASA
Underwriters Laboratories, Inc. UL . '•.".'.' ' "' ,
Department of Commerce Standards CS . "
American Concrete Institute ACI
b. Standard Specifications incorporated in the requirements
of the specifications by reference shall be those of
latest edition at time of receiving bids. It shall be
understood that the manufacturer's or producers of materi-
als so required either have such•specificationsAvailable
for reference or are fully familiar with their requirements
as pertaining to their product or material.
1.5 MANUFACTURERS INSTRUCTIONS
*•
a. Where installation of work is required.in accordance with
the product manufacturer's directions, the Contractor shall
obtain and distribute the necessary copies of such.instruc-
tions, including two copies to the Architect.,
1.6 INTERNAL COMBUSTION ENGINES ' .
a. All internal combustion engines used in the construction
shall be equipped with mufflers in good repair when in use
on the project (with special attention to City noise control
ordinances).
1.7 OCCUPANCY
a. Owner reserves the right to occupy buildings at any time
before completion, and such occupancy shall not constitute
final acceptance of any part of work covered by this contract.
.1.8 OWNER'S INSPECTOR
'a. An inspector may be employed by the Owner.
b. All work shall be under observation of said inspector. He
shall have free access to any or all parts of work at any
time. Contractor shall furnish inspector reasonable facili-
ties for obtaining such information as may be necessary to
keep him fully informed reg£irding progress and manner of
work and character of materials. Inspection of work shall
not relieve Contractor from any obligation to fulfill this
contract.*
1.9 INTENT OF CONTRACT DOCUMENTS
a. Each and every provision of law and clause required by law
to be inserted in this contract shall be deemed to be in-
GENERAL REQUIREMENTS
Page 18
serted herein and the contract shall be read and enforced as
though it were included herein, and if through mistake or
otherwise any such provision is not inserted, or is not
correctly inserted, then upon application of either party
the contract shall forthwith be physically amended to make
•:'. such insertion or correction. - "
1.10 INTENT OF CONTRACT DOCUMENTS
a. The Contractor, his subcontractors and material suppliers
shall provide and install the work as indicated, specified
and implied by the Contract Documents. Any items of work
not indicated or specified but which are essential to the
completion of the work shall be provided at the Contractor's
expense to fulfill the intent of said Documents. In all
instances throughout the life of the Contract, the Architect
will be the interpreter of the intent of the Contract Docu-
ments and his decision relative to said intent will be final
and binding. Failure of the Contractor to apprise his sub-
contractors and material, suppliers of this condition of the
t Contract v/ill not relieve him of the responsibility of com-
pliance.
1.11 SUBSTITUTION OP' MATERIALS *:.
a. »The proposal of the bidder shall be in strict conformity
with the nr-awings and Specification and based upon_ the items
indicated or specified.
b. Within a reasonable time after bidding, the Contractor may
offer to the Architect a substitution for any material,
apparatus, equipment or process indicated or specified by
patent or proprietary names or by names of manufacturer,
which he considers equal in every respect to those indicated
or specified. The offer made in writing shall include proof
of the State Fire Marshal's approval, if required, all neces-
sary information, specifications, data and the difference in
cost.
c. If requested by the Architect the Contractor at his own
expense shall have the proposed substitute material, appar-
atus, equipment or process, tested under the direction of
the Architect as to its quality and strength, its physical,
chemical or other characteristics, its durability, finish,
or efficiency, by a Testing Laboratory as selected by the
Architect.
d. If the substitute offered is not deemed by the Architect to
be equal to that so indicated or specified, then the Con-
tractor shall furnish, erect, or install the material,.ap-
paratus, equipment or process indicated or specified. •*•
GENERAL REQUIREMENTS
1A-4
'' Page 19
1.12 RECORD DRAV7INGS .
"V a. Provide and maintain at the project one complete set of
C'A : white background prints of all mechanical and electrical
drawings, which form a part of the Contract. Immediately
. .' after the work is installed, carefully draw on these prints
in record red or black ink, all work which is installed, at .
variance with the work as indicated on the 'drawings; and
indicated by measured dimensions to building corners or .
other permanent monuments, the location and depth of all
underground utility distribution.
b. Upon completion of the work deliver- the set of correct
prints and record drawings to the Architect in good con-
dition with every change in the work indicated thereon.
1.13 PERMITS
The General Construction, Electrical and Plumbing permits will
be issued by the City of Carlsbad at no charge to the Contractor.
The Contractor is responsible for all other required licenses and
fees.
' 1-14 ALLOWED CONSTRUCTION TIME . *\t
The ^amount of time allowed for the completion of construction
/I of this work .is QO calendar days. No extension of time will h^
>.. allowed.
'' ' • GENERAL REQUIREMENTS
fv ' 1A-5O
Page 20
Section 2A - Site Preparation and Earthwork
1. GENERAL ' • '
a. See General Conditions, Special Conditions and General
Requirements for additional information. This Section in-
cludes all Site Preparation and Earthwork, complete.
b. This Section includes excavation, backfilling, and grading^
preparation of subgrade, compaction and related work as
shown, specified, and proper for completion.
c. All excavation and backfilling shall be performed in ac-
cordance with the requirements of this Section 2A.
d. Select base under interior slabs on grade is specified under
. . the Concrete Section.
2. GENERAL REQUIREMENTS . ' .
a. Examination of Site; It shall be the responsibility of the
Contractor to examine the site and determine for himself the
exact existing conditions, character and extent of 'the work
to be performed and of the miscellaneous construction opera-
tions that will be required prior to submission of his bid.
b. Bench Marks; Maintain carefully all bench marks, monuments
and other reference points. If disturbed or destroyed, re-
place as directed by the Owner.
c. -Applicable Codes, Ordinances, Rules and Regulations; All
work performed under this Section shall be in accordance
•with all local ordinances, rules and regulations.
d.. Dust Control; Carry on all operations in such a manner as
will minimize the amount of dust* Sprinkle as required. .
3. UTILITIES
a. Existing Underground Utilities; In addition to those shown,
other underground utility lines may exist. Exercise caution
during excavation work to prevent accidental interruption or
severance of existing utilities. Before beginning excava-
tions, explore areas to be excavated, using metal or pipe
detectors, by digging with hand tools or whatever other means
is required to determine exact locations of all pipes, cable
and conduits. If unknown utility lines are found, notify the
City Engineer, so corrective work may be done if necessary.
Do not break into any pipe or cable.
( *"' 4 * * SUDGRADE PREPARATION
a* General; The finished subgrade, when compacted as specified
herein, and immediately prior to placing subsequent material
thereon, shall be smooth and uniform and true to grade, line,
' . ' SITE PREPARATION & EARTHWORK
• • Page 21
and cross section. Relative compaction of the finished sub-
grade, as specified herein or as firected by the City Engineer
will be determined by Test Method No. Calif. 216.
Stones or fragmentary rock larger than four (*4) inches in
their greatest dimension will not be allowed in the top six
(6) inches of the subgrade.
«,
Any irregularities or depressions that develop in the subgrade •
as a result of rolling or compacting shall be corrected by
loosening the material at such places and adding or replacing . ..
; the material until the subgrade meets the requirements speci-
fied herein.
Any portion of the area not readily accessible to rolling
equipment shall be compacted to the specified density by
means of approved mechanical tampers. Fill material shall
be kept at optimum moisture content at all times during roll-
ing or tamping. . • .
No material shall be placed upon the .prepared subgrade until
the subgrade has been checked and accepted by the City Engin-
eer.
* • *'i
EXCAVATION ' «
a. Excavations for slabs, footings and walls shall be jto the
size and to the depths indicated cr to solid, undisturbed,
natural non-expansive soil whichever is lower and as directed.
.1. Pound footings a minimum of 12 inches below adjacent fin-
ish grade. •
' 6.' FILLS AND BACKFILLS ' -
a* General; It is the intent that excavated material that is
free of detrimentally expansive-soil, deleterious substances,
vegetable matter, .debris, excessive amounts of clay and rocks
larger than 6 inches in diameter and is approved by the Owner "
as suitable, shall be used for the construction of controlled
fills and backfills. • .. • _
1. Detrimentally expansive soil is that which will swell
more than 3 percent against a pressure of 150 poionds per
square foot from a condition of 90 percent density and
optimum moisture content to saturation.
b. Imported fill material shall be non-expansive and predomin-
ately granular in character such as siity sand, and shall
conform to the above specified requirements. The source and
materials shall be approved by the Owner prior to tiportation.
T • ' . c. Surplus excavated material that is not suitable for the con-
struction or controlled or landscape fills, shall be removed
from the site and disposed of in a legal disposal area.
SITE PREPARATION & EARTHWORK '
2A-2
C-
Page 22:
' •
7. GRADING
. A a. Finish Grades; The words "finish grade" as used herein,
v shall mean the required final grade elevations indicated.
Proper allowance for the thickness of finish materials shall
be made. Except as may be otherwise shown, all site areas
shall drain away from the buildings.
b. Compaction: The top six (6) inches of subgrade under all
concrete slabs-shall be compacted to a relative density of
not less than'90 percent, as determined by Test Method No.
Calif. 216.
. ' ••
c. Contractor's Responsibility: It shall be the sole respon-
sibility of the Contractor to achieve the specified degree
of compaction and protection of adjacent properties.
8. QUALITY ASSURANCE
a. Requirements of Regulatory Agencies
1. Trench Safety and. Shoring of Excavations; • Furnish all
labor, equipment and materials required to design, con-
. • struct-and remove all sheeting, shoring, and bracing or
other equivalent 'method of support for walls of open
excavations required for construction of this'project.
Comply with California Administrative Code, Title 8 -
C ' Cons to. action Safety Orders, Article 6 - Excavations,
Trenches and Earthwork.
b. Design of Protection; Do not begin excavation for any trench
or structure five feet or more in depth until Contractor has
received approval, from the City Engineer, of Contractor's
detailed plan for worker protection from hazard-s of caving
ground. Submit plan at least five working days before begin-
ning excavation and show details of design of shoring, brac-
ing, sloping or other provisions to be made for worker pro-
tection during such excavation. No such plan shall allow the
use of shoring, sloping or a protective system less effective
than that required by the Construction Safety Orders of the
Division of Industrial Safety. If such plan varies from
from shoring system standards established by Construction
Safety Orders, the plan shall be prepared and signed by an
engineer who is registered as a civil or structural engineer
-in the State of California.
c. Safety Officer: Prior to beginning excavations requiring
shoring, Contractor shall designate in writing to the City
Engineer, someone whose responsibility is to supervise pro-
ject safety measures and someone whose responsibility is to
supervise installation and removal of sheeting, shoring and
vf bracing. •UL
SITE PREPARATION & EARTHWORK
. 2A-3
Page 23.
d. Additional Shoring: In addition to shoring excavations ac—
cording to minimum requirements of Industrial Safety Orders,
it shall be the Contractor's responsibility to provide any
and all additional shoring required to support sides of ex-
cavation against effects of loads which may exceed those
derived by using criteria set forth in the Industrial Safety-
Orders. Contractor shall be solely responsible for any
damages which may result from his failure to provide adequate
shoring to support wall of excavation under any or all condi-
tions of loading which may exist, or which may arise during
construction.
CLEAN-UP
All surplus materials and debris resulting from the work of this
Section shall be removed frqm the site. Walks and paving shall
be kept clean.
SITE PREPARATION & EARTHWORK
2A-4
Page 24••••»
Section 3A - Reinforcing Steel
1. GENERAL . ' .
a. See General Conditions, Special Conditions and General Re-
quirements for additional information. This Section includes
all Reinforcing Steel, complete.
2. WORK INCLUDED IN THIS SECTION
Principal items of work of this section include but are not
limited to the following:•
a. Furnishing of steel reinforcement for all concrete work.
3. RELATED WORK NOT INCLUDED IN THIS SECTION
Placement of reinforcement in masonry work, except dowels in con-
crete. •
4. GENERAL REQUIREMENTS ..
a. Code; Comply with the County of San Diego where requirements
are more rigid than herein. ""•
5. MATERIALS
a. Reinforcing steel shall be new deformed billet steel bars con-
• forming to "Standard Specifications for Billet Steel Bars for
Concrete Reinforcement," ASTM A-615, Grade 40.
b. Reinforcing fabric shall be fabric conforming to "Standard
Specifications for Welded Steel Wire Fabric for Concrete Re-
inforcement," ASTM A-185, except that the requirement of a
tensile strength of 70,000 p.s.i. may be reduced to 60,000
p.s.i.
c. Metal Accessories,- including spacers, chairs, ties and other
devices necessary for proper assembly, placing, spacing and
support for all reinforcing steel shall be provided.
Precast concrete bricks of suitable sizes shall be
used to support reinforcing steel above the earth. Clay bricks
and batts will not be permitted. • i
6. FABRICATION AND INSTALLATION OF REINFORCEMENT IN CONCRETE '
a. Fabrication of reinforcing steel shall conform to all local
code requirements and the ACI Standard 315-65 "Manual of
Standard Practice". All bends shall be made cold. Bars with
bends and kinks not shown .shall be rejected.
b. Cleaning; Before placing reinforcement, and again just before
concrete is placed, clean reinforcement of loose mill scale,
REINFORCING STEEL
3A-1
Page 25
oil, or other coating that might destroy or reduce the bond.
Installation shall conform to the drawings and to the app'li-
cable chapters of the Manual of Standard Praotice, Concrete
Reinforcing Steel Institute & Western Concrete Reinforcing
Steel Institute.
1. Supports; Reinforcement shall be accurately placed and
adequately supported by concrete blocks when deposited
on or against form material. The reinforcement shall be
secured against permanent horizontal displacement by
normal construction loads or by the weight of an average
construction workman stepping midway between supports in
the same manner as he will work during concrete placing
operations. All reinforcement intersections shall be
tied to prevent movement or displacement.
2. Fabric Reinforcement: Roll out, straighten and cut to
required size, and lay reasonably flat in place. "Lap
fabric one full mesh at sides and ends, and securely wire
together and to other reinforcement at frequent intervals,
REINFORCING STEEL
3 A-2
Page 26
Section 3B - Concrete
/ 1. GENERAL ' • ...
a. See General Conditions, Special Conditions an'd General Require-
ments for additional information. This Section includes all
Concrete, complete.
2. WORK INCLUDED IN THIS SECTION
Principal.items of work of this Section include but are not limited m.
to the following:
a. Poured-in-place rock concrete of the Building and site improve-
ments.
b. Placement of reinforcement for poured-in-place rock concrete.
c. Curing and cement finishing.
d. Select base under interior concrete slabs.
3.. RELATED WORK NOT INCLUDED IN THIS SECTION
a. Reinforcement and metal placement accessories.'
/ r b. Furnishing of embedded items except as hereinafter .-specified-
4. MATERIALS
a. Portland Cement shall conform to ASTM C-150, Type II. Only
one brand shall be used throughout the project.
b. Agregates shall be crushed rock and fresh water sand conform-
ing to ASTM C-33, size- and graded as required for the design
mix specified.
c. Liquid Membrane Curing Compound shall conform to ASTM C-309,
Type 1, clear with quick fading dye, Hunt's Process No. 225t
or approved equal. • . • _ .
d. All concrete shall be not less than 2500 pound concrete at
28 days test, except as otherwise specified.
5. PREPARATION FOR PLACING CONCRETE
a. Footing excavations shall be inspected and approved by the
soils engineer or Owner. Clean and wet forms. Clean rein-
forcement. Moisten sub-grade.
I V^- b. Do not start pour until all reinforcement and embedded items
v \_ • arc in place and secure, and approved by the City Engineer.
CONCRETE
3B-1
Page 27
6. DEPOSITING CONCRETE •. .
a. Preliminary: Approved soil bottoms shall be clean and moist.
All reinforcing steel and embedded items shall be in place.
b. Deposit concrete in final position without segregation. Con-
trol vertical drops in excess of six feet by an approved
method. Deposit concrete at uniform rate within defined
limits. Vibrate. Contractor shall have at least one standby
vibrator on the job during all pouring operations. Carefully
work concrete into corners.of forms and around reinforcing
steel and embedded items.
• ?
c. Slabs shall be one course full thickness with finish worked .
from the pour. Provide a smooth, even, true surface.
7. CONCRETE CURING ' '
a. General Requirements: Concrete shall be protected adequate-
ly from injurious action by sun, rain, flowing water, frost
and mechanical injury, and shall not be allowed to dry out
from the time it is placed until the expiration of the mini-
mum curing periods specified hereinafter.
• * ••" *
b. Slabs shall be cured with waterproof paper, of with membrane-
forming curing compounds, as approved in advance by the Owner.
"""*- 8. CONCRETE FINISHES
a. Slab Finishes;
1. All Interior Floor Slabs shall be given a smooth mono-
lithic finish, except as otherwise specified. After the
water sheen has disappeared, trowel the mon'olithic con-
crete to a smooth, hard, true surface. Apply two (2)
coats of clear concrete sealer at right angles to one
another.
2. Exterior Concrete walks shall be provided with textured
finish to match.existing adjacent walks. (Light broom
finish). .
3. Scoring; Provide where shown or directed. Conform tool
size and configuration to Owner's instructions. Run
joints straight, of uniform size and appearance.
9. CLEAN-UP .
All surplus materials, debris, trash and rubbish resulting from
the work of this section shall be removed from the Building and
.the site. Washing of concrete trucks after depositing of their
load must be done off site.
CONCRETE
313-2
1200 ELM AVENUE
CARLSBAD, CALIFORNIA 92008
Cit? of Carfebafc
ADDENDUM NO. 2
CONTRACT: No. 1056 '
PROJECT: Holiday Park Comfort Station
DATE: November I, 1978
TELEPHONE:
C7M) 729'' 181
Under Section 4A-I, Masonry, Page 28, Paragraph 2, Materials, delete
Subsection (a), under Paragraph 2 and substitute the foilowing:
"(a) Slump Block: ASTM C90-66T, Grade U-l units. Color to be
selected by the City.
JES-.VEB
£L ^ET. SpancT
Manager
Page 28
Section 4A - Masonry
1. GENERAL
a. See General Conditions, Special Conditions and General Re-
quirements for additional information. This Section includes
all Masonry, complete.
b. Provide all labor, materials, equipment, appliances, trans-
portation and scaffolding necessary to furnish and properly
install complete all masonry work shown on the drawings or
specified herein, including the furnishing and installation.
of dowels for masonry anchorage to .concrete. , .
2. • MATERIALS
a. Slump Block; ASTM C90-66T, Grade U-l units. Units shall be
slump one side and of color selected by Owner.
b. Reinforcing Steel; Comply with Section 2A.
c. Portland Cement; ASTM C-150-68, Type I or II. Only one
brand shall be used throughout the project.
d. Hydrated Lime; ASTM C-207-68, Type S. Only one brand shall
be used throughout the project.
e* Aggregates.
1. Sand for Mortar; ASTM C-144-66T. '
2. Sand for Grout; ASTM C-404-61, with not more than five
•percent passing No. 100 sieve.
3« Pea Gravel; ASTM C-33-67, except graded with not more
than five percent passing No. 8 sieve and 100 percent
passing 3/8" sieve.
f* Water; Potable and from domestic supply.
g. Waterproofing Admixtures shall be equal to "Red Label Suconem"
as manufactured by Super Concrete Emulsions, Ltd.
3. MORTAR AND GROUT
a* Mortar shall be U.B.C. code Type "M" with a minimum com-
press ive strength at age of 28 days of 2500 psi.
.b. Grout shall have a minimum compressive strength of 2000 psi
at the age of 28 days and shall conform to U.B.C.
1. Pea gravel shall be used only in spaces that exceed 2-1/2
' inches minimum.
MASONRY
4A-1
Page 29
2. .No pieces of-broken concrete shall.be used in lieu of
pea gravel.
c* Drypack shall be proportioned 1 part portland cement, 2-1/2
parts sand and only sufficient water to permit it to be
packed into place.
4. ' MORTAR AND GROUT MIXING
a. Measure by volume in loose condition using approved accurate
measuring devices. Shovels not permitted for measuring. Mix
in approved mechanical mixers. Mix in not less than one sack
of cement batches. Hand batching .of small quantities of , .
drypack will be permitted.
b. Order of Mixing; In mixing each batch of mortar and groutr
the water and sand and cement shall be mixed not less than
two (2) minutes; then add the lime and the admixture and mix
not less than ten minutes to produce a smooth plastic mass
without lumps of any kind.
'c. Retempering of mortar will not be permitted. Mortar not used
. . within 1-hour after mixing shall not be used. Water content
of mix shall be the maximum amount consistent with ".the design
strength and satisfactory workability. Grout'shall have suf-
ficient water for pouring consistency, but no more.
- .-•- 5. STORAGE OF MATERIALS
a. Handle and store materials in such manner as to prevent damage
or intrusion of foreign matter. Store cement, lime, and
admixtures in watertight sheds with elevated floors.
6. INSTALLATION .
• a. Bond; Unless otherwise shown on the drawings, all blocks
shall be laid in standard running bond.
b. Joints:
1. Thickness; All joints shall be 3/8" thick.
2. Use sufficient mortar at bed joints for full coverage on
faces and webs around cells to be filled to prevent leak-
age of grout into unfilled cells. Butter head joints for
thickness equal to face shell thickness and shove tightly
into place. When necessary to move blocks, completely
remove the block and reset in fresh mortar.
3. Tooling of Joints; All joints shall be tooled slightly
concave to a smooth even surface. Use sufficient pres-
•\r~ sure during tooling to assure a tight bond of the edges
^ of the joints to the blocks. Tool vertical joint first
then tool horizontal joint. Areas to receive Sprayed
Finish shall have joints struck flush.
MASONRY
4A-2
C
Page 30
4. Mortar shall match color of block at exposed areas.
'
c' Reinforcement ; . .
1. General; Bar laps in concrete block shall be not less
than 32 bar diameters. Dowel embedment in concrete, un-
less otherwise shown, shall be not less than 30 bar di-
ameters. All dowels shall be the same size as the wall-
reinforcement. Provide dowels for abutting concrete
elements as shown.
2. Vertical Reinforcement shall be the size and spacing
shown on the drav/ings and shall be held accurately top
bottom and at intervals not to exceed 192 bar diameters
and shall be completely embedded in grout. Where dowels
do not align with the vertical cell to be reinforced,
grout solid for' the height of the dowel even though it is
in the adjacent cell.
3. Horizontal Reinforcement in bond beams shall be complete-
ly embedded in grout. Use strips of metal lath to close
• . off non-reinforced cells. Do not use paper or other ma-
terials for .this. purpose. Where dowels do not align with
bond beam bars, the dowels shall be completely -.embedded
in grout even though they may be in the next course.
Size and spacing shall be as shown.
vjL' d. Bolts and Anchors shall be solidly embedded in grout.
e. Grouting;
1. Vertical Cells; All vertical cells containing reinforce-
ment or anchor bolts and all cells below grade shall be
grouted solid. Grouting shall be performed- in lifts not
to exceed 2-feet. Stop grout 1-1/2 inches below the top
of all intermediate pours to form a mechanical key for
the next pour. Remove all overhanding mortar and mortar
dropped to the bottom of the 'cell from all cells that are
to be grouted as the course is laid.
. f. Details; Use proper shapes and block sizes to conform to
details and dimensions. Do not cut blocks on exposed faces
unless absolutely necessary and where detailed, and then only
with masonry saw.
g. Work of Other Trades; Install' all items supplied by other
trades to be built into the masonry work. Grout in metal door
frames as the work progresses.
7. WORKMANSHIP
*
•'•*'• a. All concrete blocks shall be installed plumb, level and to
^ plane surface. All joints shall be tight and true to line.
Point up all mortar joints that show evidence of shrinkage.
MASONRY
4A-3
. • Page 31
-,
b. Make all necessary provisions for the work of other trades.
8. CLEANING AND CLEAN-UP '
All mortar and grout splashings and stains shall be removed from
• the walls and other surfaces before they become set. Leave all
work in first class condition ready for the work of others.
*.
At the conclusion of the work of this Section, remove from.the
building and the site all surplus material, debris, trash and
rubbish resulting from the work of this section.
9. TESTS AND INSPECTIONS
• a. Tests of Mortar and Grout; Test Type M UBC mortar and 2000
psi grout per UBC Standard 24-22-67.
MASONRY
1200 ELM AVENUE
CARLSBAD. CALIFORNIA 92008
ADDENDUM NO.
TELEPHONE:
(714)729-1181
CONTRACT: No. 1056
PROJ ECT: Ho I i day Pa rk Comfort Stat i on
"ijiaic'
DATE: October 31, 1978
The restroom fixture schedule on Sheet AI Is hereby amended as follows:
DeIete;
Manufacturer Model No. Men's Women'sFixture
Paper Dispenser Super Security Standard
Remarks
Wall
Mounted
Add:
Fixture
Paper Dispenser
Manufacturer Model No. Men's Women's
Bob rick B-274
Remarks
Wall
Mounted
JES:VEB
Iff Spano
oject Manager
Page 32
Section 5A - Miscellaneous- Metal
1. GENERAL
a. See General Conditions, Special Conditions and General Re-
quirements for additional information. This Section includes
all Miscellaneous Metal, complete, in place..
2. ' WORK INCLUDED IN THIS SECTION
a. Miscellaneous metal work. •
b. Anchors, fasteners, bolts, nuts, washers, turnbuckles, clamps,-
hangers, screws, or Connectors for work. ' .
c. Review drawings and specifications for (and co-ordinate with
work of) other crafts in order to:
1. Include all miscellaneous metal items which are not
specifically provided by other crafts but are required to
complete this project.. ' . .
2. Avoid duplications of items which are specifically included
in other sections. "• '
3. PREPARATORY WORK
a. Verify conditions: Examine drawings verify at site conditions
affecting work of this section, obtain accurate dimensions of
openings, levels, lines and arrangements of anchorage.
1. Report discrepancies between drawings and field dimensions,
Other irregularities or improper conditions, to Owner
prior to commencing work. See that they are corrected.
Commencing work indicates acceptance of .conditions and
surfaces underlying or adjacent to work of the sectionf
and responsibility for providing corrective measures.
b. Shop Drawings: Submit for approval; show materials, finish
characteristics, construction and fabrication details, layout
and erection diagrams, and method(s) of anchorage to building
construction.
4. MATERIALS '
a. Miscellaneous Steel: Mild Steel.
b. Bolts: ASTM A-307-68, with compatible nuts, cut steel or
malleable iron washers.
.c. Galvanizing: Hot dip;
1. Sheet and plate: ASTM A-525-71, 1-1/4 to 1-1/2 ounces
per square foot.
MISCELLANEOUS METAL
5A-1
Page 33
2. Pipe: ASTM A-53-71, grade A.
3. Nuts, bolts, washers, turnbuckles, clamps, hangers,
screws, etc.
d. Other Materials: As specifically noted or specified in
detail.
5, '- FABRICATION , INSTALLATION , GENERAL ' . .
a. Bolt ends: Cut off excess. if more than two threads are visible
beyond nut, where nuts and bolt ends are to be left exposed.
MISCELLANEOUS METAL
5 A-2
' • • Page 34
Section 6A - Carpentry
1. GENERAL ' • / • •
a. See General Conditions, Special Conditions an*d General
Requirements for additional information. This Section in-
cludes all Carpentry, complete.
b. Provide all labor, materials, equipment and appliances,
required to furnish and install complete all wood framing,
along.with related items as shown on the drawings, speci-
; fied herein, or necessary for completion.
2. WORK INCLUDED IN THIS SECTION
Principal items of work in this section include but are not
limited to the following:
a. Roof framing, decking and wood trim.
b. Wood poles.
c. Stripping, curbs and wood edge members.
d. Rough hardware required for installation of rough carpentry.
3. MATERIALS . ^
a* Lumber; All lumber shall be grade stamped Douglas Fir con-
forming to the Grading Rules for Western Lumber of the West-
ern Wood Products'Association including the latest amendments,
Unless otherwise noted, all lumber shall be surfaced 4 sides
and the moisture content shall not.exceed 18 percent.
1. Grades of Structural Lumber shall be as noted on the
Drawings.
b. Pressure Treated Poles, shall be standard or better Douglas
Fir or approved equal pressure treated with an approved pre-
servative. The poinds per cubic foot retained after treat-
ment as determined by the assay method shall be: Penta W-R
(.45#/C.F.) or Cellon (.45=/C.F.) Any of the above types may
be -used. After treatment the lumber shall be kiln dried to
not over 18% moisture content. Surfaces cut after each treat-
ment shall be brushed with matching preservative. Each piece
shall be stamped by an approved testing laboratory. Use of
creosote or coal tar preservative will not be acceptable.
.c. Rough Hardware; Contractor shall furnish and install all
items of rough hardware required to fully complete the work
as indicated and specified. The term "rough hardware" shall
be construed to mean all bolts, nails, lag screws, washers,
CARPENTRY
6A-1
', -.f
Page 35
plates, post anchors, joist hangers, framing hangers, wood
connectors, and similar items employed in the erection and
construction of rough v;ork such as wood framing and blocking,
bolt anchorages embedded in concrete, and the like; also such
screws, nails and fastenings as may be required for the erec-
tion and application of wood finish and millwork of the build-
ing. All rough hardware that will be embedded in concrete
shall be furnished to the concrete trade prior to erection of
forms. The carpentry trade shall work closely with the con-
crete trade to locate correctly such items of rough hardware*
Rough hardware to remain exposed shall be zinc coated or
cadium plated.
. * -
WORKMANSHIP . -
Furnish, fabricate, install, fasten, bore, notch and cut wood in
conformance with local ordinances. Construct framing with joints
true, tight and well-nailed or bolted as required, all members
subject to bending with crown up.
a. Poles shall be treated and erected per standards published
by American Wood Preservers Institute, and Western Wood Pre-
servers Institute Standard M~4.
. • 1•,
b. Roof Framing; As detailed, beams laid with crowning edge up.
Frame in for scuttles, vents, electrical fixtures, etc., as
indicated or required.
c- Bolt Holes in wood shall be 1/16" larger than the bolt dia-
meter. Provide square cut washers at all exposed connections
with standard cut washers at concealed connections. Exposed
square cut washers shall be installed with edges vertical and
horizontal. Exposed bolts, nuts and washers shall be galvan-
ized. . •
d. Lag Screws and Wood Screws; Bore holes of same diameter as
base of threads. Screw into place, do not drive into wood
with hammer. Fit lag screws with square cut or standard cut
washers as specified above for exposed and concealed, bolts.
Galvanize where exposed.
PREPARATORY WORK FOR OTHER TRADES
a. Coordinate with Electrical, Mechanical and Plumbing Contrac-
tors. All cutting for pipes, conduit, etc., by respective
Contractor.
CLEAN-UP
Remove from the building and the site all surplus material, debris,
trash and rubbish resulting from the work of this section.
CARPENTRY
6A-2
Page 36
Section 7A - Roofing and Waterproofing
• •
^| 1. GENERAL
'-!W* • I ' ' I— •• ' • « ' •
' a. See General Conditions, Special Conditions and General Re-
quirements for additional information. This Section includes
all Roofing and Waterproofing, complete.
b. Provide labor, materials and equipment necessary for roofing
work, as shown or specified, complete.
c. The roofing applicator shall be responsible for the water-
proof ness of the entire roofing assembly, including metal
. . flashing system.
2. WORK INCLUDED IN THIS SECTION
a. Inspection of surfaces, preparatory work.
b.' Roofing. ' •
c. Below grade waterproofing at walls.
d. Base and plastic flashing.t
e. Roof-in work of contiguous crafts, such as metal flashings,
•* • gravel stops. • • • .-.
;•&.
f. Samples, material lists.
3.' WORK INCLUDED IN OTHER SECTIONS ..
'a. Metal flashings and gravel stops.
4. ROOF DECK PREPARATION
a. Sweep decks clean of debris, and.drive nails driven flush at
wood decks. See that metal fittings are in place ready for
roofer to install.
5. ' •ROOFING
a. Apply roof equal to J/M Roof Specification #600~P over wood
decks, Waterproofing Specification §WP-1, and as specified.
6. MATERIALS
a. J/M Company Inc., Asbestos Product Company, or equal brands,
delivered in original packages, bearing manufacturer's labels,
SUMMARY OF MATERIALS PER 100 SQ. FT.
1. Roofing (Wood Decks):
Planet base felt,- one. layer * 43 Ibs.
ROOFING & WATERPROFFING
7A-1
Page. 37
15 pound asbestos felts, three layers 45 Ibs,
Aquadam dead level asphalt • 110 Ibs.
"\ Two ply asbestos flashing, black
Plastic cement, one inch head Simples or
Stronghold nails, 3x3 inch wood"fiber •
cant strips, accessories, etc. Slag
surfacing, clean, dry 1/2" max. brown
Rock as approved by Owner . " 400 Ibs.
TOTAL WEIGHT 598 Ibs.
Each square foot shall weigh a minimum of 5.5 Ibs. in a cut
out test.
2. Waterproofing
Concrete Primer 1 gal.
20 x 20 Wovenglass fabric or
Impregnated burlap fabric (ASTM D-1327-59)
one layer ... • 1.5 Ibs.
JM 15 Ib. perf. asbestos felt one layer 15 Ibs.
JM 190 asphalt . 130 Ibs.
JM Asbestile concrete primer, '.*"*'
accessories, etc. '
P.OOFING APPLICATION • -
a. This roof shall be applied in accordance with Specification
No. .600P as listed in the Johns-Manville BU-175A-P Built-Up
Roofing Manual or approved equal manufacturer's manual.
b. The flashing at vertical intersections shall be according to
Specification FE-20-P of the manual or approved*manufacturer's
manual.
•c. The roofing contractor shall furnish a two (2) year guarantee
covering both materials and workmanship upon completion.
d. The- manufacturer's representative shall inspect roof during
application and upon completion.
WATERPROOFING APPLICATION '
a. Prime walls (to struck lines) with concrete primer and allow
to dry.
b. Mop solidly in place one layer glass or burlap fabric with 3
inch side and end laps using 30 Ibs. 190 asphalt per 100 square
feet. Run flush to vertical intersections.
c. Over this fabric mop solidly in place one layer 15 pound
asbestos felt with 3 inch side end laps using 25 Ibs. 190
asphalt per 100 square feet.
ROOFING & WATERPROOFING
7A-2
Page 38
d. Coat surface uniformly with 25 Ibs. of 190° asphalt.
9. INSPECTION
a. All roofing work shall be done by a. Contractor approved by
roofing material manufacturer,
ROOFING & WATERPROOFING
7A-3
Page 39
Section 7B - Sheet Metal
1. GENERAL
See General Conditions, Special Conditions, and General Require-
ments for additional information. This Section includes all
Sheet Metal, complete.
2. WORK INCLUDED IN THIS SECTION
a. Carefully review drawings and specifications in order to
include sheet metal work required for a complete job, except
those specified in other sections.
3. PREPARATORY WORK . •
* T ' •
a. Verify conditions: Verify at site conditions affecting work
of this section, obtain accurate dimensions of openings,
levels, lines and arrangements of anchorage.
1. Report discrepancies between drawings and field dimen-
sions, other irregularities or improper conditions, to
Contractor prior'to commencing work. See that they are
corrected. Commencing work indicates acceptance of con-
ditions and surfaces underlying or adjacent to work of
this section, and responsibility for corrective measures.
4. MATERIALS
a. Sheet stock: "Prime" quality galvanized, copper bearing steel,
of gauges (base sheet thickness) noted, otherwise minimum
_gauge shall be 24.
b. .Solder: ASTM B 32-49, 50-50 composition, bearing manufacturer's
name.
c. Flux: Raw muriatic acid. '
d. Insulation: Separate galvanized (sheet) iron from dissimi-
lar metals with one layer 15 pound asphalt saturated fiber-
glass-reinforced asbestos felt.
e. Fastenings (screws, nails, bolts, rivets, washers, etc.):
Copper bearing steel; rivets tinned; other items galvanized.
f. Roofing felt: Standard brand of asphalt saturated, fiberglas
reinforced asbestos roofing felt 15-pound type. Resin sized
paper: Standard brand of unsaturated and neutral building
paper, 5 or 7 pound type.
5. PROTECTION
' ,a. Protect sheet metal work until acceptance of building. Pre-
vent walking on or placing material on sheet metal during
construction. Repair1 defective or damaged work as approved.
• SHEET METAL
7J3-1
Page 40
Unauthorized patchwork is not acceptable.
SHOP PRIMING . •
a. After fabrication of ferrous metal work (no exceptions),
thoroughly clean, etch, galvanized metal with diluted acid,
wash clean, then paint with one full coat of zinc-dust zinc-
oxide primer on all sides before assembling or installing at
all surfaces (whether concealed or exposed in the finish work).
Touch-up any portions or areas damaged by handling or erection»
WORKMANSHIP
a. Accurately form to dimensions and shapes detailed, Finish
with true, straight, sharp lines .and angles.
«
SOLDERING
a. Thoroughly clean and tin joints prior to soldering. Solder
with heavy well-heated coppers of blunt design, properly
tinned before use. Heat seams thoroughly and completely fill
with solder. Make exposed soldering with finish surfaces neat-
ly full, flowing and smooth. Thoroughly wash flux with a soda
.solution after soldering. . *~»
<r
ROOFING SHEET METAL WORK
a. Install simultaneously with roofing. This sub-contractor and
the roofing sub-contractor shall coordinate their respective
operations so that work will progress smoothly and without
delay. Gravel stops, shall meet 'with the approval of the roof-
ing sub-contractor.
SHEET METAL
7E-2
Page 41
Section 8A - Hollow Metal -Doors and Frames
1. GENERAL
a. See General Conditions, Special Conditions and General Require-
ments for additional information. This Section includes all
Hollow Metal Doors and Frames, complete. % '
2. ' DELIVERY, STORAGE AND HANDLING •
a. Deliver, store and handle hollow metal work in manner to pre-
vent damage and deterioration.
b. Provide packaging buch as cardboard or other containers, sep-
arators, banding, spreaders, and paper wrappings to protect
hollow metal items.
c. Store doors upright, in a protected dry area, at least 1 inch
or more off the ground or floor and at least 1/4 inch between
individual pieces.
d. Follow special storage and handling requirements of manufactur-
er.
• • . * •» '• %
3'. MATERIALS
a. Basic Material:
1. Sheet steel for frames shall be hot rolled prime quality
carbon steel.
2. Sheet steel for doors shall be cold rolled stretcher level
'sheet steel.
3. Construction shall be equal to Fenestra.
b. Frames:
1. Frames shall be combination buck, frame and trim type.
2. Minimum gauges: 16.interior, 16 exterior
3. Brake-form sheets: • ' •
a) Provide profiles and shapes free of warp, buckles,
fractures, or other defects.
b) Form stops integral with frames unless otherwise shown.
4. Corners and connections shall be either welded with exposed
welds ground flush and smooth or mechanically assembled
(knock-down) type at Contractor's option.
5. Anchors:
a) Provide an anchor at each jamp for each 2 feet 6 inches
of door heicjht or fraction thereof.
HOLLOW METAL DOORS AND FRAMES
8A-1
Page 42
b) Vary anchor types to provide positive fastening to
adjacent construction.
c) Secure a metal clip angle at bottom of each jamb mem-
ber for anchoring to floor, with a minimum of two (2)
fasteners.
c. Doors: ,
1. Face Sheets shall be of 16 gauge steel.
2. Internal Stiffeners:
a) Minimum 18 gauge steel.
b) Space at not over 6 inch centers.
c) Spot weld to face panels at maximum 5 inch intervals.
d) Vertical edges of face panels shall be joined and-
welded on maximum .6 inch centers, then ground smooth
and filled with mineral .filler to conceal seams.
' 4. PREPARATION FOR FINISH .HARDWARE *"'• "—'•• •••••' •' ••• "•— •• • - — . ....... • . ^
a. Prepare metal doors and frames to receive hardware:
, -•' 1. Hardware supplier shall furnish hollow metal manufacturer
'-7 approved hardware schedule, hardware templates, and sam-
ples of physical hardware where necessary to insure cor-'
rect fitting and installation.
2. Preparation includes sinkages and cut-outs for mortise and
concealed hardware. .
' b. Provide reinforcements for both concealed ans surface applied
hardware:
1. Drill and tap mortise reinforcements at factory, using
templates.
2. Install reinforcements with concealed connections designed
to develop full strength of reinforcements.
• 5. FINISH '
a. Doors and frames shall be leveled and ground smooth.
b. Apply mineral filler to eliminate weld scars and other blem-
ishes.
C c.. Give factory coat of rust-inhibitive metal primer.
.-> HOLLOW METAL DOORS AND FRAMES
• 8A-2
Page 43
•
6. INSTALLATION OF FRAMES
/'; a. Exercise care in setting of frames to maintain scheduled di-
•'•"••* mensions, hold head level and maintain jambs plumb and square.
b. Secure anchorages and connections to adjacent construction.
• c. Wherever possible, leave frame spreader bar's intact until
frames are set perfectly square and plumb,'and anchors are
securely attached.
7. INSTALLATION OF METAL DOORS
a. Apply hardware in accord with hardware manufacturer's templates
and instructions.
b. Adjust operable parts for correct function.
c. Remove hardware, with the exception of prime-coated items^ tag,
box, and reinstall after finish paint work is completed.
8. PRIME COAT TOUCH-UP
a. Immediately after erection, areas where prime coat--has been
damaged shall be sanded smooth and touched up -with same primer
as applied at shop. -
(""••-4. b. Remove rust before above specified touch-up is applied.
c. Touch-up shall not be obvious.
d. Protect installed hollow metal work against damage from other
construction work.
HOLLOW METAL DOORS AND FRAMES
8 A-3
' Page 44
Section 9A - Painting
1. GENERAL
• a. See General Conditions, Special Conditions and General Re-
quirements for additional information. This Section includes
all Painting, complete.
2• 'WORK INCLUDED IN THIS SECTION
a. Inspection of surfaces.
b. Certain preparatory work.
c. Paint finish at exposed exterior.and 5,nterior surfaces of:
*
1. Wood.
• 2. Metal.
3. Concrete block.
d. Clean-up. • • '
" * *" • *
e. Protective measures. '
3. . GENERAL REQUIREMENTS ' "
a. Materials shall be equal to Dunn-Edwards, Frazee and Olympic.
First line products.
b. Workmanship: Of "recommended" quality as recognized by
'"Painting and Decoration Contractors' Association." This sub-
contractor is responsible for uniform colors, textures and
finishes of all surfaces, irrespective of the materials or
number of coats specified. Use only first line, 'top quality
material throughout project. "
4. PREPARATORY WORK
.a. Examination of surfaces: Painter shall inspect all areas to
be painted, and shall report all defects or unsatisfactory
conditions. Painter shall assume full responsibility if he
proceeds before same are corrected.
5. APPLICATION, GENERAL ' '
a. Exterior paint finish:
1. Prime-coated metal: Paint: Touch-up or spot prime as
required; two coats exterior oil paint.
PAINTING
9A-1
Page 45
2. Concrete block: Apply two coats Water Bar or equal sealer.
.3. Wood to be stained: Two coats semi-transparent stain.
First coat only this 50% with clear blending formula.
4. As a minimum requirement, all other exposed exterior sur-
faces and edges of other materials shall receive two coats
of paint, no exceptions, unless specifically noted other-
wise within this section or specifically noted as requiring
no field paint finish.
b. Interior paint finish:
1. Toilet partitions doors and styles: One coat semi-trans-
parent stain and two coats satin polyurethane varnish. All
edges of doors and s-tyles to receive these three coats.
2. Metal doors and frame: Enamel: One coat primer (omit if
shop or factory primed); one coat half enamel undercoat and
half enamel; one coat eggshell enamel.
3. Wood decking and beams: Two coats "semi-transparent stain.
First coat only this 50% with clear blending formula.
" * ~-* k
4. Shop or factory applied prime coats may be" counted as first,
coat. Galvanized finish shall not be counted or considered
as a crime coat.
PAINTING
9 A-2
Page 46
Section 9D - Inorganic Wall Coating
1. GENERAL ' . '
. See General Conditions, Special Conditions and General Requirements
for additional information. This Section includes all Inorganic
Wall Coating, complete.
2. SCOPE
Furnish all material, labor, transportation and equipment to pro-
perly install all Inorganic Wall Coating work on all interior walls-
in men's and women's sections. The manufacturer's specifications
shall, by this reference, be included in the scope and shall control
the work.
3. MATERIAL
a. Inorganic Wall Coating material shall be spray-applied,, durable,
• 'colorfast, protective, sanitary, and decorative, freshly com-
pounded and shall be a minimum of 90% inorganic. No thermo-
setting resins shall be incorporated in the formula and appli-
cation must not. contain any cement.
b. Product shall be Desco Glazetite, manufactured .by Desco Chem-
ical Company of Buffalo, New York, and applied by Diversified
Coatings, La Mesa, California, or equal.
c. Inorganic Wall Coating shall have the approval of the Inter-
national Conference of Building Officials covering the re-
quirements of the Uniform Building Code Section 1711 (a) and
(b). '
4. -FIRE RATING REQUIREMENTS
Inorganic Wall Coating shall be listed by the Underwriters' Lab-
oratories, Inc. When tested in accordance with 'ASTM E-34-50T,
the material must meet or exceed the following standards:
Flame spread • 0
Fuel contributed 0-5
.Smoke developed '0-10
Smoke developed under the above rating must be non-toxic. All
material supplied to job site shall be in containers bearing
Underwriters' Laboratories, Inc. labels listing the above ratings.
5. QUALITY STANDARDS
a. Chemical Resistance; Unaffected by industrial cleaning com-
pounds, lipstick, ink, spirits, oil,- grease or graphite.
•
k. Fading; No apparent fading after 48 hours test by methods
specified by ASTM E-188--61T.
INORGANIC WALL COATING
9B-1.
Page 47
c> Scrubbability; No harmful effects after 5,000 cycles by
' Gardner Straight Line test.
d. Adhesion test; No loss when tested by Gardner 80 in/lb.
• impact test.
e. Urine Penetration; Unaffected.
. f. All finish surfaces are inhibit!ve to fungus.
6. APPROVALS & SAMPLES
a. Before beginning work, submit manufacturer's current litera-
ture along with UL test report and report from independent
testing lab showing compliance with these specifications.
Manufacturer shall certi'fy that material meets specifications
and that the installing contractor is a franchised applicator
for the material specified.
b. Submit 3" x 4" color samples of each color selected by Archi-
tect from manufacturer's standard colors.
7. BASE SURFACES
- ~~ •" * i.
* *
All surfaces which are to receive inorganic wall coating shall be
prepared by others as specified and to the approval of the Owner.
8' GENERAL REQUIREMENTS -
a. All surfaces must be properly cured and dried prior to the
application of the inorganic wall coating. Moisture content
.shall not exceed 16%.
b. .Wall temperature is to be maintained at a minimum of 50° F.
for a period of at least 48 hours prior to, during, and after
installation. The general contractor shall provide sufficient
electric power, light, heat, ventilation, and working condi-
tions to permit the proper application of this coating. Areas
to be coated must be kept free of traffic and no other trade
shall be allowed to work in the area during the application
procedure.
c. Exterior walls and walls below grade shall be waterproofed
from the outside, as specified herein, prior to the applica-
tion of the inorganic wall coating.
d. Hard floors and base, such as concrete, shall be completely
finished before the coating application. This type of base
must always be installed in areas where floor and/or walls
will be exposed to moisture.
*
. e. The painting and decorating, the installation of plumbing
fixtures, toilet partitions, etc., shall NOT be performed
until after the inorganic wall coating application.
INORGANIC WALL COATING
9D-2
' • Page .48
f. Sufficient time shall be allowed to complete the application
of the inorganic wall coating and at no time shall speed of
( project completion or unsuitable drying conditions be allowed
(~$ . to detrimentally speed up these operations.
V .-. • • •
9. APPLICATION
a. Install inorganic wall coating according to manufacturer's
recommendations including the following:
1. Mask areas not to receive inorganic wall coating.
2. Apply inorganic wall coating as recommended by manufac-
turer to achieve filling, hiding and decorative qualities.
3. Total dry film-thickness shall, be not less than 20 mils.
4. Remove own masking material from job site.
b. At the completion of this work, an inspection shall be made
by the Applicator, the Owner, and the General Contractor to
obtain the approval of the coated 'surfaces. The General Con-
tractor shall protect this work from subsequent damage until
acceptance of this project, by the Owner, • «.%
/ "
c. The final curing and hardening of the inorganic wall coating
is not complete for approximately five (5) days.
>•••..-. ' "
(••J 10. GUARANTEE AND MAINTENANCE
a. Provide one (1) year written guarantee against inorganic wall
coating peeling from backing, discoloration, or softening of
finish surface. .
b. Furnish printed instructions on care and maintenance procedure
recommended for inorganic wall coating.
INORGANIC WALL COATING
9B-3
Page 49
Section 10A - Building Specialties
1. GENERAL
a. See General Conditions, Special Conditions and General Re-
quirements for additional information. This Section in-
cludes all Building Specialties, complete.
2. WORK INCLUDED IN THIS SECTION ' .
a. Review and incorporate the.work of all other crafts in order .
to:
1. Include all building specialty items which are not pro-
vided by other crafts or under another contract but
which are required to complete work.
2. Avoid duplication of any building specialty items which
are specified under other sections of these specifications,
or provided under another contract.
b. The drawings and this specification section are intended to*
supplement one another; however,' items of work of this section
shown and not necessarily specified, or specified BJid not nec-
essarily shown, shall be provided under this section as if
both shown and specified.
--, 3. TOILET ACCESSORIES
Furnish in quantities and in appropriate locations, as required,'
complete, in satin finish arid equal to manufacturer's notes.
a. Grab Bars: Welded stainless steel equal to Bobrick B610 1-1/4"
O.D. x 35" long. Secure to concrete block with-theft proof
screws in lead expansion shields.
b. Skylights: Shall be manufactured from aluminum angles as
detailed on the drawings. Miter and weld corners. Set plastic
sheet and aluminum angles with glazing tape equal to Tremco
440 1/8" x 1/2" glazing tape. Plastic sheet shall be of size
indicated and of 1/2" thick Bronze Plastic equal to Plexiglas
#2412 as manufactured by Rohm & Haas Company. A light sand-
blast finish shall be applied to the interior saide of the
plastic sheet. Sealant shall be equal to PTI 737 Vinyl-Acrylic
Bronze. Application shall be in accordance with manufacturer's
written instructions.
c. Toilet Partition Hardware: Door hardware required at Woman's
toilet only.
1. 2 hinge door: Chicago or Dommer 1000 x 01000
BUILD:
10A-1
I' ! ' BUILDING SPECIALTIES
Page 50
2. 1 swing latch: Chicago or Boiraner 5000
3. 1 stop: in-swing, Chicago or Bonuner 1073
4. 1 slid bolt: Chicago or Bomraer 5003
5. 1 stop: out-swing, Chicago or Bommer 1075
All hardware to be attached with theft proof screws.
BUILDING SPECIALTIES
10 A-2
Page 51
Section 10A - Plumbing
. • . • .
1. SCOPE . . .a. This section includes the additions to plumbing systems. See
Standard Conditions and Supplementary Standard Conditions for
additional information.
2. DESCRIPTION OF SYSTEMS
Work includes but is not limited to:
a. Connections to cold water line, waste and sanitary drainage
including vent piping, water closets, urinal, lavatories, and
drinking fountain. . .
•
b. Installation of hose bibbs.
.c. Connect to existing water line as required for new construc-
tion, and disinfection of added water lines.
3- QUALITY ASSURANCE • . '
Requirements of Regulatory Agencies: All.work shall comply with:
"*'
a. Uniform Plumbing Code as adopted by San Diego County, January,
1972.
b. Cal - OSHA'requirements.
4. SUBMITTALS " •
'a. Refer to clause titled "Shop Drawings" in Standard. Conditions
.for form of submittal .and other requirements. Submit the
following:
1. Catalog Data: Plumbing fixtures and accessories.
2. Material List's: Piping and fittings.
5. • MATERIALS AND FIXTURES ' '
a. Soil, Waste, and Vent Systems
1. Piping buried in ground beyond 5' from building: Extra
Strength Victrified Clay sewer pipe with positive seal
compression type joints equal to Gladding-McBean "speed
seal."
2. Piping buried in ground: (Under building and to 5' from
building)
• Tyler cast iron bell and spigot pipe and fittings with
Ty-seal neoprene gaskets.
PLUMBING
15A-1
Page 52
3. Piping above ground: ASTM B306-66, DWV Grade copper tubing.
b. Water Piping Systems ' • • • .el • . •1. Piping buried in ground: WW-T799C, Type K, Class I, hard-
drawn copper tubing, or P.V.C. SCH 40.
c. Piping above ground: WW-T-799C, -Type L, Class 1, hard-drawn
copper tubing. .
d. Fittings: USA Stds. B16.18-1963 or 16.22-1963, solder joint,
. cast bronze or wrought copper.
e. Water Valves: For connection to copper tubing may be solder
joint type. Tern materials for bronze gage, globe, and angle
valves shall be limited to a composition which contains zinc
in quantities not exceeding 16.5 percent. Aluminum alloys
will not be accepted.
f. Ball Valve: Equal to Crane Gem If2180.
- g. Lavatory: Equal to American Standard or Kohler.
h. 1. 4869.012 Regalyn enameled, cast iron lavatory i-,9 x 17.
f '
2. 2279.016 slow self-closing faucet indexed C., chrome finish.
^ 3. 2578.011 faucet hole covers, chrome finish. "
4. 2411.015 drain fitting, integral perforated grid, 1-1/4
inch tailpiece, chro'me finish.
5. 4401.014 1-1/4 inch x 1-1/2 inch 17 gage adjustable tub--
ing "P" trap with wall flange, chrome finish.
6. Wall Support: J.R'. Smith or appropriate type for proposed
wall.
7. Stop Valves: American Standard 8253-015; or Kohler K-7662 '
• angle stops with loose keys 1/2" IPS inlet, for use with
7/16" chrome plated copper supply tubing, and tapered rub-
ber washer and brass ring; chrome plated wall escutcheon,
all exposed piping to be chrome plated.
i. Water Closet: Equal to American Standard or Kohler, 2515.01
Instanto toilet, integral seat.
!.• Flush valve: Delany Flushboy 54BVB or Sloan Royal 144L.
2. Closet Supports: J.R. Smith Standard - Fig. 120 or Fig.
140, Handicapped Fig. 120 or 140 - M50.
-r • ' ' PLUMBING
'} . 15A-2
Page 53
j. Urinal: Equal to American Standard or Kohler, 6565.014 Triin-
brook back spud.
1. Flush Valve: Same as specified for Water^ Closet.
j. Hose Bib: Equal to Repeal B-104, 3/4 inch with loose key.
k. Miscellaneous Materials and Equipment
1. Flashing for piping protruding through roofs: 16 ounce
per square foot copper or 4 pounds per square foot lead.
2. Solder: QQ-S-571, 95/5 (tin antimony) , use with non-cor-
roding flux, equal to Nibco "copperized" flux.
3. Caulking lead:' 99.7 percent pure lead.
4. Piping isolators equal to Semco "Trisolator" or Nieco,
hair felt isolator secured in metal specifically made for
isolating pipe from support.
5. Cleanouts equal to J';R. Smith "#4422 - flush with .wall.
§4063 set flush in finish outside concrete. $4288 in 13
meter box 9-1/2 x 16 x 16" deep, equal by Z urn- or Jos am.
f '
6. Floor Drain: J.R. Smith #2010-B with 6" square nickle-
bronze head, 2" drain connection, Duco cast iron boot, with
trap or equal by Zurn or Jasam. ^. .
INSTALLATION
a. Clean pipe and fittings of all foreign materials before in-
stallation and keep pipe interiors clean throughout installa-
tion of piping system. Provide caps on ends of- cleaned piping,,
Cap all pipes at end of each working day.
b. Piping Arrangements: Shall be adjusted to fit structure. Ex-
pose piping in storage area only. . Do. not run pipes through
footings. Locate pipes below footings and through sleeves
above footings. No piping to be exposed in public areas.
c. Contamination Precautions: Do not cross-connect or inter-
connect between potable water piping and drain, soil or waste
piping trenches.
d. Existing Conditions: Verify locations of existing piping.
Adjust locations of new work to fit existing conditions. Pro-
tect existing piping from damage by new construction work.
Keep active piping undamaged and in operation.
e. Noise Control: Install piping isolators between piping, struc-
ture and brackets.
.J" • f . Sanitary Piping Systems
PLUMBING
15A-3
Page 54
1. Fittings: Use wye fittings and 1/8 or 1/16 bends or wye
and 1/8 bends. Use long-radius fittings except where
short radius fittings are specifically permitted.
2. Traps: Provide separate traps and cleanouts for all fix-
tures not specified to be provided with traps as integral
parts of their outfits.
3. Stacks and Vents: Install in continuous runs without traps,
Vent all fixtures. Slope horizontal vents down to waste
or soil branch. Extend vents six inches above roof, cap
with reversed "U" and flash weathertight to roofing.
4. Grading of Piping: Slope horizontal soil and waste piping
1/4 inch per foot where possible, but in no case less than
1/8 inch per foot.
5. Fixture Installation: Provide gas and watertight connec-
tions with one-piece special molded asbestos or plastic
gasket.
h. Gasketed joints in bell and spigot pipe: Install neoprene
gasket according to manufacturer's instructions.
i. Installation of Solder-Jointed piping
1. Cut pipe accurately to dimensions determined on job and
work into place with springing, forcing, or binding.
2. Provide for expansion and contraction of all pipe.
3. Cut ends square and remove all fins and burrs.
4. Replace all dented or damaged pipe with new pipe.
5. Begore soldering, remove stems and washers of solder joint
valves.
PLUMBING
ISA-4
" 1 ' Page 55
> •
6. Remove all grease and oil from all joints by wiping with
a clean cloth saturated with a suitable chemical solvent
and then clean with erery cloth.
7. After cleaning, apply non-corrosive flux and hold joint
rigidly until solder has hardened.
8. Provide unions or flanges to permit disconnection of all
fixtures and equipment.
9. Hangers shall be suitable, for weight of pipe.
10. Provide reducing fittings for all changes in pipe sizes»
Do not use bushings.
11. Provide fitting .for 'all changes in pipe direction.
12. Provide dielectric connections between dissimilar metals.
j. Pipe Sleeves: Provide sleeves where pipes and tubing pass
through concrete and masonry walls and floors. Provide at
least 1/4 inch space between pipe or insulation and sleeve.
Pack space between pipe and sleeve firmly with oakum.
* *
k. Anchoring, Guiding, and Supporting
1. Anchor and Support piping so expansion and contraction, take
place in direction desired.
1. Installation of Water Closets: Set to allow top of porcelain
to be 18" (20" to seat) above finished.floor. Finish properly
.to allow wheel chair use.
ra. -Installation of Lavatories: Provide wall supports bolted to
wall and stop valves installed in storage room, as specified...
Do not conceal piping prior to inspection and approval.
n. Trenches: Excavate and backfill trenches as specified in
"Earthwork: Section. Bury all piping below finish grade as
follows: .
Minimum depth to top of pipe
Sewer Water
Inside Buildings . 4" 4"
Outside Buildings and under
roads, parking lots and other
auto and truck areas. 24" 18"
Outside buildings in all other
areas. 24" • 18"
Meet existing piping with uniform slope to buildings as nec-
essary.
PLUMBING
15 A-5
Page 56.
7* FIELD QUALITY CONTROL
a.. General: Contractor shall provide all materials and equip-
ment for tests. Repeat all tests after a. defect has been
. discovered and repaired.
b. VJater Piping Test: Provide 150 psig hydrostatic pressure
test.
Disinfect all potable water lines by a misture containing not
less than 0.6 pounds of high test calcium hypochlorite or an
equivalent amount of chloriricited lime (about 2 pounds) to each
1,000 gallons of water. Inject mixture into system and re-
tain for not less than 12 hours. Drain, flush xdLth potable
water and place in service.
*
c. Sanitary Piping Test: Before installing any fixture, cap all
lines and fill system with water to roof. Allow to stand 30
"minutes without leakage. Test all piping before concealing or
backfilling. Repair any leaks and re-test.
8. CLEANING
a. Clean-up: Upon- completion of work, remove all surplus mater-
ial, rubbish, and debris caused by this work. • Clean fixtures
of dust, dirt, or droppings.
PLUMBING
IIS A-6
Page 57
Section 16A - Electrical •
<"- i* •*••GENERAL
See the General Conditions, the Special Conditions and the General
Requirements for additional information. The intent is to specify
a complete, operable system ready for use and occupancy by the
Owner.
2. ' SCOPE
The v/ork specified shall include the furnishing of all labor, ma-
terials, tools, equipment and services -necessary for or reasonably
incidental to: . •
a. Installation of a nev; 120/240 volt, single-phase, three-wire
underground service to the nev; building, from the existing
service.
b. Installation of distribution load center for ' lighting
and appliances in the new structure.
c. Installation of. light fixtures, outlets, and switches with
wiring and 'raceways , as indicated on the plans.
»"
d. Any other electrical v/ork indicated on the plans or specified
or incidental to such work. ~
ORDINANCES, INSPECTIONS, AND PERMITS
Attention is directed to the requirements of Article 8 of the
General Conditions.
Specifically, all materials and products furnished and all work
accomplished shall be in compliance with the Basic Electrical
Regulations of the State Division of Industrial Safety, the Na-
tional Electrical Code of the National Fire Protection Association,
all local ordinances, and the Electrical Service Requirements and
Electric construction Standards of the serving utility.
EXISTING WORK
Attention is directed to Article 7 of the General Conditions."
Where extensions from existing work are indicated or protection of
existing work required, such existing work is indicated according
to the best available information, but is not guaranteed. The
Contractor shall verify the work provide connections to the actual
systems where found, and preserve and restore existing work to any
necessary extent, leaving it in as good condition as found. The
Bidders shall visit the Site of the work, and, to the extent pos-
sible without destruction of plants, inspect the existing work and
if . possible verify its extent, nature and location. • In addition
to those shown, other undergournd utility lines may exist. Exercise
caution during excavation work to prevent accidental interruption
or severance of existing utilities. Before beginning excavations,
ELECTRICAL
1GA-1
Page 58
explore areas to be e.xcavated, using metal or pipr detectors,
by digging with hand tools or whatever other means is required to
V determine exact locations of all pipes, cable and conduits. If
^^ unknown utility lines cire found, notify the City Engineer, so
corrective work may be done if necessary. Do not break into any
pipe, cable, conduit or concrete encasement except as directed.
Reroute active sewer, water, gas, or electric lines around or under
• construction or grading operations as directed 'by the City Engin-
eer soservice to other portions of site will not .be interrupted.,
Additional costs to reroute lines not indicated on drawings shall
be paid for by Owner, lines broken by construction operations shall
be repaired at Contractor's expense.
5. LOCATIONS
The locations of conduit, switches, outlets, fixtures and equip-
ment indicated on the Plans are approximate only and reasonable
changes in locations may be made by the Contractor to suit.con-
ditions on the job when such changes are approved by the City
Engineer. The intent is to maintain uniformity of arrangement and
proper alignment for the best results from the standpoint of
function and good appearance. ' Dimensions, where given, shall bs
observed as closely as job conditions permit. Different systems
occupying the same floor, ceiling, or wall areas shall--4be coor-
dinated to avoid conflicts. *
6. STRUCTURAL
Where conduits pass through or interfere with any structural part
of the buildings, they shall be placed in accordance with instruc-
tions of the City Engineer, All cutting and patching of structures
shall be done as directed by the City Engineer and shall be done
by mechanics skilled in the trades applicable to the work. If,
in the opinion of the City Engineer, extra supporting structure
or compaction is required because of any cutting or excavation,
it shall be supplied and installed by the Contractor as directed
by the City Engineer. Conduits shall be run parallel or normal
to beams, joists, and reinforcing. No notching shall be permit-
ted in any structural element.
MATERIALS & APPROVAL OF'MATERIALS
Reference is made to Article 5 of the General Conditions.
a. All materials furnished under these Specifications shall bo
new, in accordance with Specifications of the Institute of
Electrical and Electronic Engineers, National Electrical
Manufacturer's Association, National Fire Protection Associ-
ation, and shall bear the Underwriter's Laboratories label
where such service is regularly available.
b. All equipment used for the same purpose shall be of the same
manufacture. The list of materials required below shall
ELECTRICAL
16A-2
Page 59
identify the One manufacturer and the vendor of each item the
Contractor selects.
c. Wherever on the Plans or in these Specifications materials,
are identified by the names of two manufacturers, it is in-
tended that "equal" materials of other manufacturers be ac-
ceptable. Wherever materials are identified by one manufac-
turer only, either such materials are intended to match exist-
ing installed materials, or, while equal materials of other
manufacturers are acceptable, no such "equal" meiterials are
known to the Architect.
d. Within 35 days after award of the Contract, the Contractor
shall deliver in quadruplicate, to the Project Engineer, a
complete list of all materials, equipment, apparatus, and
fixtures which he proposes to use. The list shall include
size, name of manufacturer, catalog number, finish, appearance,
.construction, performance specific£itions and any other infor-
mation required to verify in published form each substantive
characterictic stated in these Specifications for each model
or type of material. The Project Engineer's opinion shall be
final and rejected materials shall not be resubmitted. La-
boratory photometric 'reports shall be submitted for the light-
ing equipment arid shop drawings for the distribution panel-
board.
e. No materials, equipment or apparatus shall be purchased, or
installed unless and until such materials, etc., have been
approved by the City Engineer. Any and all materials install-
ed in violation of this provision shall, when so directed by
the City Engineer, be removed and replaced with materials
.acceptable to the City Engineer, at the Contractor's own ex-
pense.
SERVICE
An underground, 120/240 volt, 'single-phase, three-wire, service
shall be extended from the location indicated on the Plans. Ser-
vice conductors shall be enclosed in PVC duct. Standard straight
adapters shall be installed at the ends of the duct to convert to
rigid.galvanized conduit fitting or elbow.
LOAD CENTERS
The distribution load center shall be installed in the location
shown and shall be of the number of circuits, spaces and buses
shown on the Plan. The circuit breakers shall be swing grip mount-
ed, thermal-magnetic with the straight through, coiless type of
magnetic trip mechanism. Trip indication on overload shall be
provided. Full size circuit breakers and sequential bussing shall
be utilized. No tandem or twin circuit breakers shall be permit-
ted. However, such compact breakers except as hereinafter speci-
fied, shall be accepted by the load center interior if installed
in the future. Circuit breakers shall be rated as indicated. The
service disconnect shall be clearly marked as such by a permanent
plate or marking. ' . .
ELECTRICAL
16A-3
Page .6 0
A directory shall be verified, typewritten, and installed behind
a clear acrylic sheet attached to each load center inclosure.
The directories shall conform to those 'given in the Plans unless
•' deviations are specifically approved by the City .Engineer. Full
length buses shall be provided for all spaces.
10. WIRING MATERIAL & METHODS
Attention is directed to Article 5 of the General Conditions.
a> Conduits: All wiring for lighting and convenience outlets
shall be enclosed in hot-dip galvanized or sherardized steel
conduit or galvanized electrical metallic tubing. Where nec-
essary, flexible steel conduit and galvanized fittings shall
be used in strictly limited lengths. Watertight fittings
shall be used with EMT. Wherever practicable, wiring shall
be concealed unless otherwise shown on the Plans or specified.
Where concealed in poured concrete, grouted brick, or masonry,
rigid conduit shall be used. EMT with watertight fittings
shall be used as a surface raceway where shown on the plans.
No metal conduit, fittings., or ells shall be in contact with
the earth.
• * ~•
All underfloor branch circuit conduits terminating within the
building shall be PVC. It shall be the Contractor's re'spons-
ibility to maintain all conduits in concrete or masonry free
of obstructions due to falling debris or infiltration of wet
concrete. All risers shall be closed with galvanized pennies
until wires are pulled.
All underground conduit stubs for future branch circuits from
the buildings shall be PVC rigid conduit and fittings.
k- PVC Duct; The electric service conduit to the building shall
be Type "I PVC duct. Top of Type I PVC duct 12" min. and 24"
max. below paving or the surface of the earth.
Tapered sleeve couplings and straight - adapters shall be used in
connecting and terminating the PVC duct.. Duct ends and couplings
shall be kept clean and the couplings carefully installed to a
snug fit, forming concrete-tight, watertight joints with the use
of jointing compound. It shall be the Contractor's responsibility
to maintain all ducts free of obstructions due to falling debris
or infiltrating wet concrete. Except where duct spacing and/or
direction is adjusted to match pull box knock outs and other
slight differences in destination, all duct runs shall be straight,
Bend s'egments shall be used for direction changes. Backfill of
trenches shall be placed in 6 inch layers and each layer carefully
tamped. • .
All risers from the PVC duct shall be hot-dip-galvanized rigid
steel elbows and conduit. Threaded straight adapters to steel
• conduit shall be used. All risers shall be closed with galvan-
r" *" " "•" '* . J3LECTRICAL
' 16A-4
Page 61
ized steel pipe caps during construction until cables are actually
pulled. The steel risers shall be the same size as the PVC ducts.
c. Outlet Boxes: Outlet Boxes, junction boxes, and switch boxes
shall be gafvanized one-piece drawn steel, 4" x 4" or larger,
except as follows: Outlet boxes for fixtures shall be 4"
octagonal. Surface mounted junction boxes for exterior de-
vices shall be Appleton or Grouse-Hinds cast ferrous alloy or
aluminum FD or FS boxes, with mounting lugs.
All outlet boxes placed in masonry s-hall be 3-1/2 inch deep
welded, electro-galvanized masonry boxes placed in masonry or .
poured concrete shall be tightly filled with oiled sawdust
during pouring or grouting operations. All recessed boxes
shall be attached to insure their location flush with the
final building surface.
^' •Conduit Bodies; Conduit bodies where shown or required' for
junctions or to conform conduit routes to supporting struc-
ture, shall be Grouse-Hinds Form 9 or Appleton Form 35. Cast
malleable covers and neoprene gaskets shall be used on all
bodies installed on the building exteriors or the retaining
wall. Bodies used with aluminum fittings or fixtures shall be
aluminum if available. . •*
e. Wire S Cable: Lighting and power wiring shall" be Type TW
copper of sizes as required, but no -smaller than #12. Type
TF, or AF wire, according to arnbeint temperature conditions
shall be used within the lighting fixtures.
f. Splice: All above-grade splices and taps of small-guage cables
.and wiring shall be made with Ideal Industries "Wing Nut" or
"Wire Nut" connectors, or Minnesota Mining and Manufacturing
•Company insulated "Scotchlok" Connectors. Larger cables shall
be spliced with split-bolt connectors wrapped with wide tem-
perature range 7-mil polyvinyl chloride tape. Splices and
taps performed in pull boxes at grade shall be as described
except encapsulated in approved epoxy resin splice casting
kits.
'9* Fasteners: All conduit straps used against flat building sur-
faces shall be single hole type Minerallac Heviduty Jiffy Clips
(II Series) or Appleton C1-50M Series, or conduits shall be
supported on Appleton H50 Series hangers on BH-500 Series
beam clamps. Straps shall be fastened to the structures with,
round head wood screws, Phillips or Diamond Expansion shells,
Star or Diamond toggle bolts, sheet metal screws, or machine
screws. Appleton or Gedney clampbacks shall be used on rough
surfaces.
11. DEVICES
All devices shall bo ivory except when otherwise specified or
shown on the Plans. Plates shall be galvanized steel in storage
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room.
Switches, not otherwise shown on the Plan, shall be mounted at 42
inches of height from the floor. Convenience outlets, not other-
wise shown on the Plans, shall be mounted at 12 inches height
from the floor.
12• FIXTURES & LAMPS
The fixtures and lamps shall conform to the descriptions on the
Plans.
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