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RESOLUTION NO. l,;z /7 ~
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RESOLUTION OF THE CITY OF SAN BERNARDINO AWARDING A CONTRACT FOR
THE CONSTRUCTION OF A PUBLIC PROJECT, TO-WIT: CONCESSION STAND AND RESTROOM
AT WILDWOOD PARK.
BE IT HEREBY RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY
OF SAN BERNARDINO that Bonadiman-McCain, Inc., is the lowest responsible
bidder for the construction of a public project, to-wit: Concession Stand
and Restroom At Wildwood Park in accordance with Specification No. 4848;
that all other bids therefor are hereby rejected; that the contract therefor
is hereby awarded to said bidder; and that the Mayor of the City of San Bern-
ardino is hereby directed to execute said contract, a copy of which is
attached hereto, marked Exhibit "A" and incorporated herein by reference as
fully as though set forth at length.
I HEREBY CERTIFY that the foregoing resolution was duly adopted by
the Mayor and CollllOOn Council of the City of
//Y!
San Bernardino at
day of ~{
1977
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by the
AYES:
NOES:
ABSENT:
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City erk
esolution is hereby approved this I~~
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1977 .
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day of
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Approved as to foem:
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an C:ity Attorney
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CITY OF SAN BERNARDINO
STATE OF CALIFORNIA
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. CONTRACT DOCUMENTS
PLANS AND SPECIAL PROVISIONS NO. 4848
FOR
. CONCESSION STAND
AND
RESTROOMS
. AT
WILDWOOD PARK
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Department of Public Works
Engineering Division "~,,
City o~. San .B_e_r;:ardin~.... ~~.~~ ~
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NOTICE IS HEREBY GIVEN that the
for:
NOTICE INVITING BIDS
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City of San Bernardino will receive bids or proposals
.
CONCESSION STAND AND RESTROOM AT WILDWOOD PARK, IN ACCORDANCE WITH SPECIAL PROVISIONS
NO. 4848. ON FILE IN THE OFFICE OF THE CITY ENGINEER, ROOM 405, CITY HALL.
Deliver all bids to the City Engineer's Office, RoOlll 405, City Hall, 300 North "D"
Street, San Bernardino, California, with the specification title and number clearly
marked on the outside of the envelope.
.
Said bids or proposals will be received up to the hour of 2:00 p.m., P.D.T. June 28, 1977,
at which time all of said bids or proposals will be publicly opened, examined and declared
in the City Engineer's Conference RoOlll, Room 405, City Hall, San Bernardino, California.
.
No bids will be received unless it is made on a proposal form furnished by the City.
All bids or proposals shall be signed, sealed and accompanied by cash, cashier's
check, certified check or bid bond made payable to the City of San Bernardino, in the
amount of ten per cent (10%) of the bid. Such cash, check or bond shall be given as
a guarantee that the bidder will enter into the contract if awarded to him. In the
event the bidder refuses to execute said contract, the use by the public of the improve-
ments will be delayed, and the public will suffer great damage. From the nature of the
case, it would be extremely difficult and impractical to fix said amount of damage.
Therefore, the City and the bidder agree that the above sum of 10% shall be paid to
the City upon the condition above set forth as liquidated damages and not as a forfeiture.
All bonds furnished pursuant to this notice must be underwritten by a surety company having
a rating in Best's most recent Insurance Guide of "A" or better.
.
.
Pursuant to law the Mayor and ColllllOn Council of the City of San Bernardino, by Reso-
lution No. 5718 and any and all amendments thereto which are hereby referred to and
made a part hereof by reference as fully as though set forth at length herein, have
ascertained and determined the general prevailing rate of per diem wages, and of per
diem wages for legal holidays and overtime worlt for each craft or type of workman needed
in the execution of contracts under jurisdiction of said Mayor and COlllllOn Council.
.
Said prevailing rates of wages shall conform to ''Wage Scales for the Six Besic Trades",
filed in the Office of the City Clerk, and the "Sub-Trades Hourly Wage - Rates of Build-
ing and Construction Trade Council of San Bernardino and 1l1verside Counties", filed
in the Office of the City C1erlt, which are _de a part of said Resolution No. 5718 and
amendments thereto.
.
It shall be mandatory upon the contractor to whom the contract is awarded and upon
any sub-contractor under him, to pay not less than said specified rates to all labor-
ers, wor1aaen, and mechanics employed by them in the execution of the contract, and to
prevent discrimination in the employment of persons because of race~ creed, color,
or national origin, as set forth in the provisions of Resolution No. 7414 of the
Mayor and COlllllOn Council of the City of San Bernardino.
.
No bid will be accepted from a contractor who is not licensed in accordance with the
provisions of Chapter 9, Division III of the Business and Professional Code.
.
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. The City of San Bernardino reserves the right to reject any and all bids.
Plans and specifications may be obtained from the City Engineer's Office, Room 405,
City Hall, 300 North "D" Street, san Bernardino, California 92418, upon a non-
refundable payment of $2.00 for each set.
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NOTICE TO ADVERTISE
~ICATION No.....~i:t.!.............
9f00.lL APPEAR IN fiRST ISSUE NOT LATER TJWII
V:f'Arrrf.:"h..~.::::..,p,"h1/:.mt - 7
~GON[) PUBLICATION Fi'VE"'7)Ays'iAflii
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PROPOSAL FORM
TO THE MAYOR AND COMMON COUNCIL OF
THE CITY OF SAN BERNARDINO:
The undersigned declares that he has carefully examined the
I
location of the proposed work, that he has examined the plan and read
the accompanying instructions to bidders and hereby proposes to furnish
any and all required labor, materials, transportation and service for
CONSTRUCTION OF CONCESSION STAND AND RESTROOM AT WILDWOOD PARK, in strict
conformity with Plans and Special Provisions No. 4848, City of San Bernardino,
Department of Public Works, and also in accordance with Standard Specifi-
cations No. 2271, City of San Bernardino, revised May, 1974, and he proposes
and agrees if this proposal is accepted, that he will contract with the City
of San Bernardino, in the form of the copy of the contract annexed hereto,
to provide all necessary machinery, tools, apparatus and other means of
construction, and to do all the work and furnish all the materials specified
in the contract, in the manner and time therein prescribed, and that he will
take in full payment therefor the following unit prices or lump sum prices,
to-wit:
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PLAN NO. 4848
ITEMS
QUANTITY
DESCRIPTION OF ITEMS WITH
UNIT PRICE WRITTEN IN WORDS
UNIT
PRICE
TOTAL
1.
Lump Sum
Construct New'Restrooms
complete including all
appurtenant facilities,
as called for on plans
~ and Special Provisions
No. 4848 at the Lump
Sum Price of
Sixteen Thousand
Four Hundred. Thirty-
Three Dollars and Fif+y
Lump
Sum
$16,433.50
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2.
Lump Sum
Construct New Concession
Stand Within the existing
quad building including
all appurtenant facilities,
as called for on plans
and Special Provisions
No. 4848 at the LwDp
Sum Price of
Seven Thousand Three
Hundred Two Dollars and
Fifty Cents
Lump
Sum
7,302.50
<
3.
'474 Lin. Ft.
6" Vitrified Clay Pipe
Sewer, not in pavement, in
place at Ten Dollars
Lin.
Ft.
$10.00
4,740.00
per lin. ft.
4.
1
Ea.
Manhole, complete in place
at Nine Hundred Dollars
Each
900.00
900.00
each.
s..
Lump Sum
Manhole Modification,
complete, for a Lump
Sum Price of
Two Hundred Fiftv
Dollars
Lump
Sum
250.00
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PLAN NO. 4848
ITEMS
QUANTITY
2 Ea.
DESCRIPTION OF ITEMS WITH
UNIT PRICE If:RITTEN IN WORDS
UNIT
PRICE
6.
Cleanouts, complete in
place at One Hundred
Twentv Five Dollars
each.
Each
< $.125.00
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TOTAL
$250.00
7.
260
Tons Imported Backfill
Ordered by the Engineer
at Tpn ~pnTC:
Ton
.10
per ton.
TOTAL
$29,902.00
NOTE: The unit price must be written in words and also shown in figures.
The total price must be extended for each item of work and the total
of all items inserted in the space provided.
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In case of a discrepancy between words and figures, the words shall
prevail.
It is the understanding of the undersigned that the work hereinabove
described shall be co_nced within 10 days from the date of the "Notice to
Proceed", and shall be comp1et~d within 90 calendar days from the date of said
notice.
The undersigned further agrees that in case of default in executing the
contract, or furnishing necessary bonds, all within the specified time, the
proceeds of the Bidder's Guaranty accompanying this proposal shall be for-
feited to the City of San Bernardino.
Licensed in accordance with an act providing for the registration of
contractors, License No. 74600 ,Classification A & B
FIRM NAME:
Bonadiman-McCain. Inc.
BUSINESS ADnRESS: P.O. Box
San Ber a
SIGNATURE OF BIDDER:
William W. Bonadiman, Executive Vice President
If ,an individual, so state. If a firm or co-partnership, state the firm
name and give the names of all individuals, or co-partners composing the firm.
If a corporation, state legal name of the corporation, also the names of the
president, secretary, treasurer and manager thereof.
BONADIMAN-McCAIN, INC.
Joseph E. Bonadiman, President
William W. Bonadiman, Executive
V~ce President
Charles F. Bonadiman,
Secretarv-Treasurer ,
,Dated: June 28,
, 1977.
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SUBCONTRACTS
Designation of subcontractors in the Bid or Proposal, substitution of subcontractor,
and assignment or transfer of any subcontract shall be done in accordance with the
provisions of Section 4100-4107 of the Government Code of the State of California,
and any amendments thereto. Actual award of any subcontract by the Contractor
shall be deferred until the .!n~n~t shall have had reasonable opportunity to
determine the qualifications of the subcontractors proposed. No subcontractor
shall be employed who is not licensed under the laws of the State of California,
nor whom the Englneect for sufficient reason and within a reasonable time, shall
object to as incompetent or undesirable.
Each subcontract shall contain a suitable provision for suspension or termination
thereof should the work be suspended or terminated or should the subcontractor
neglect or fail to conform to every provision of the contract documents insofar
as such provisions are relevant.
BIDDER · S LIST OF SUBCONTRACTORS
Type of Work
Name and Address of Subcontract
'An; 1 it; ngQ
Joseoh E. Bonadiman & Assoc
Inc.
1265 Kendall Drive. San Bdno.. CA
92407
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T. Properl.JI aad C411&4ltylJPvraftCf
. .fr'cM 'lnuuKurwnm Ccwporatiox
TransamorlCo Insuronco Group
Transamerlca Insurance Company
A STOCK COMPANY
HOME' OFFICE, LOS ANGELES. CALIFORNIA
Bond No.
BID OR PROPOSAL BOND
KNOW ALL MEN BY THESE PRESENTS,
That we,
Bonadiman-McCain, Inc.
of San Bernardino, Ca1 ifornia (hereinafter called the Principall,
as Principal, and TRANSAMERICA INSURANCE. COMPANY (hereinafter called the Surety), as Surety,
are held and Cinnly bound unto
City of San Bernardino
(hereinafter called the Obligee) in the penal sum of TEN PER CENT OF THE AMOUNT BID ----------
-------------------------------------------------- Dollars ($ 10% )
for the payment of which the Principal and '.he Surety bind themselves, their heirs, executors, admin-
istrators, successors and assigns, jointly and severally, finnly by these presents.
SIGNED and SEALED this
28th
day of
June
, 19-.JJ
THE CONDITION OF THIS OBLIGATION IS SUCH, That, whereas the Principal has submitted or is
about to submit a proposal to the Obligee on a contract for
construction of concession
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I.~TATE OF California
'COUNTY OF San Bernardino
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On thi, 28th day of June iu the year one thousand nine hundred
d Seventy~Seven ber Katherine Ann Morris
an_ , ore me . ,a
Notary Public in and for the said County and State, residing therein, duly commissioned and sworn, personally ap-
,
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peared C. Dean I-Ia 1 ker known to me to be the duly authorized Attorney-in-Fact
of the TRANSAMERICA INSURANCE COMPANY the corporation whose name is affixed to the foregoing instrument;
and duly acknowledged to me that he subscribed the name of the TRANSAMERICA INSURANCE COMPANY thereto as
Surety and his own name as Attorney-in-Fact.
IN WITNESS WHEREOF, I have oto set my hand and affixed my official seal the day and year in this cer-
t .
(OFFICIAL SEAL)
:-.' KATHERINE ANN MORRIS
,'~r, ',.r. NOTARY PUBLIC' CALIFORNIA
.:t.< J. SIIN BERNAROINO cautln
,..... .' Expires Dec. 15, 1979
... _ "'^n'lMISS\On . . . ~
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Hour)' Public i'D and f,or .aid eouab' and Rule
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SPECIAL PROVISIONS
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SECTION 1
GENERAL
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1.01 General -- the work embodied herein shall be done in accordance with
the Standard Specifications No. 2271, revised May, 1974, of the City of San
Bernardino, insofar as the same may apply, and ss modified and in accordance
with the following special provisions.
.
1.02 Conflicts -- In case of conflict between the Standard Specifications
and these special provisions, the special provisions shall take pre~edence over
and be used in lieu of such conflicting portions.
1.03 Permits -- Prior to C01lllll8llcing work the Contractor shall obtain and
pay for all necessary permits from the City of San Bernardino Building Department.
.
SECTION II
CONSTRUCTION DETAILS
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2.01 Clearing, Grubbing, and Earthwork -- Clear and grade the site, in-
cluding both rough and finish grading, redistribute and balance the earthwork
required, provide all excavating and backfill necessary for building construction,
as indicated on the Drawings and described in these Specifications. Excess
material shall be removed from the site.
.
Structure excavation shall include the removal of all material of whatever
nature necessary for the construction of foundations.
.
Excavations and/or fills for footings, foundations and walls shall be to
levels and grades as indicated on the drawing or as set in the field by the
Engineer. Excavations and/or fills are to be wetted and tamped to a uniform
density satisfactory to the City.
Subgrade will be considered as that portion of the material on which a layer
of specified material (concrete, etc.) is to be placed.
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the top 6 inches of the sub grade shall be compacted to a relative c~action
of 95 per cent.
Should excavations for footings, walls or piers through error be excavated to
a greater depth than that indicated, such additional depth shall be filled with
concrete without additional cost to the City.
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Forms shall be required for all footings, concrete walls, slabs and piers
unless in the opinion of the City, the earth excavation is sharp and true enough
to omit forming.
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Where backfilling and grading is necessary in preparation for laying eoncrete
or base, it shall be made with clean earth which shall be solidly compacted to
avoid future settlement and the filling shall be done in not more than 6 inch
layers, wetted, rolled and tamped to a relative compaction of no less than 95
per cent, as determined by Test Method California No. 216.
.
2.02 Grade Stakes: The City will establish all grades required and the
Contractor shall complete the rough grading in accordance with the plans and
specifications. Upon the completion of the rough grading the City shall set
and establish finish grades and/or subgrades. Finish grades, subgrades and
survey points shall be approved by the City and all grade stakes and survey
points shall be maintained in place by the Contractor until such time as their
removal is authorized by the City.
MASONRY
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2.03
MATERIALS
a. Concrete Block
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1) Concrete block shall comply with "Standard Specifications for
Hollow Load-Bearing Concrete Masonry Units", ASTM Des. C-90-52,
Grade 'A'. Block shall have an integral color as indicated on
the drawings.
.
2) Sizes and shapes of the units shall be as required to construct
the work as shown on the Drawings.
b. Portland Cement shall be the same as that specified for concrete.
Only 1 brand of cement shall be used. No Plastic Cement shall be used.
AS'D{ C-1S0-S6.
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c. Reinforcing Steel shall comply with ASTM A-IS.
d.
A1tRregates
.
1) Sand for Mortar shall be clean, sharp, washed, natural sand con-
forming to "Standard SpeCifications for Aggregate for Masonry Mortar",
ASTM Des. C-144-52T.
2) Sand for Grout shall conform to requirements for fine aggregate
as specified for concrete, AS'lH C-144-52T.
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SP-2
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3) Pea Gravel for grout shall be clean, hard, fine grained, sound,
crushed rock or washed gravel. It shall be graded with 100%
passing through the 1/2" sieve, 90 to 100% passing through the 3/8"
sieve, not more than 5% passing the 118 sieve, ASTK C-144-52.
e. Water for grout and mortar shall be clean and potable.
f. Lime: Hydra!:ed Lime for mortar shall conform to Type "s" hydrated
liiiie given in the "Specifications for Hydrated Lime for Masonry
Purposes", ASTM Des. C-207-49.
g. Admixtures: The Contractor may add an approved adnustyre (Suconem
Grout Aid) to the grout in accordance with the Manufacturer's
recollllllendations, in quantities approved by the Engineer.
WORKMANSHIP
a. General
1) Before concrete foundations for masonry are poured, the masonry
contractor shall approve the location of all reinforcing which
will be incorporated into the masonry work.
The dowels shall be placed in the center of the wall, unless
otherwise detailed.
2) Concrete surfaces that are to receive masonry must have the
laitance removed and aggregates exposed.
b. Mortar and Grout
1) Mortar shall be composed of 1 part Portland Cement and not more
than 4 parts sand, based on dry, loose volume to which shall be
added not less than 1/4 part, nor more than 1/2 part lime putty
or dry hydrated lime.
2) Grbut shall consist of 1 part cement to not more than 3 parts sand
and not less than 1 part, nor more than 2 parts pea gravel, by
volume. Lime shall not be used in grout. Grout shall be suffi-
ciently fluid to insure complete filling of all sections of:masonry,
but not so thin as to allow segregation of aggregate.
3) Measurements: All materials for mortar and grout shall be
accurately measured in suitable calibrated devices.
c. Reinforcing
1) All steel reinforcing shall be embedded in grout. Clearance
between units and reinforcing shall be not less than 1/2".
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2) All reinforcing shall be lap spliced in' no case shall the lap
be less than 40 diameters.
3) Vertical reinforcing shall be held firmly in place. Care shall
be taken to prevent movement or jarring while masonry is being
placed. Horizontal bars may be laid in the grout as the work
progresses.
c. Laying
1) Units shall be laid level, plumb, square and as detailed. Pattern
work, bonds or special details shown on the drawings. Corners
and intersections shall be bonded by overlapping units in alternate
courses. No partial unit will be permitted where whole units can
be used.
2) Care shall be exercised not to have any mortar on the concrete
within the grout space. The grout shall then be puss1ed in place.
3) Where no joint is detailed or elsewhere speeified, exposed walls
shall have joints tooled with a bar to produce a slightly concave
surface.
4) Grout
a. All cells shall be solidly filled with grout.
b. Cleanout openings shall be provided at the bottom of all
cells to be filled at each pour of grout where such pour
is in excess of four feet in height.
c. The grout shall be :Immediately puddled with a stick or rod
(not a trowel) sufficiently to cause it to floW into all
spaces and to fully encase the reinforcing steel.
d. Grout should preferably be kept 1-1/2" below the top surfaces -
shall be abraded with a _tal brush and the whole surface
flushed with clean water.
e. Bonding and Anchorall;e: Intersecting and butting walls and partitions
shall be bonded together by interlocking alternate courses of masonry
units.
1) Masonry walls shall be securely anchored to roof construction.
2) Walls terminating against bottom of plates shall be wedged tight
and have the joint completely filled with mortar.
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3) Concrete surface under all concrete block walls shall be roughened,
picked and cleaned with wire brush before applying mortar for
first joint.
f. Pointinl! and Cleaning: Point and fill holes and cracks in exposed
joints with mortar. Cut out defective mortar joints, refill sol1dly
with mortar and tool as specified.
1) Clean all exposed masonry with a stiff wire brush. R1nse surfaces
with clean water immediately after cleaning.
2) Inside surfaces of exterior walls shall be cleaned of protruding
mortar or other obstructions.
g. Exterior Walls:
Walls of hollow masonry units shall be laid in running bond unless
otherwise indicated on the drawings.
HIGH LIFT GROUTING
a. Clean out openings shall be provided at the bottom of all cells to
be filled at each height of pour.
b. Vertical reinforcing shall be held in position at top, and bottom of
wall and at intervals not exceeding 160 diameters of the reinforcing.
c. Grou t shall be provided by transit mix trucks.
d. Grou ting
1)
2)
Wall shall be grouted
to full height in one day.
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in 4 '-0" lifts (+ or -).
Grou t shall be placed
3) Each lift of grout shall be rodded or vibrated. Rodding shall
penetrate 12" to 18" into the preceding lift.
e. Rapid drying shall be prevented, dampen wall as required.
CLEAN UP
Upon completion of the work, the Masonry Contractor shall remove all
surplus materials, rubbish and debris resulting from his operations.
2.04 CARPENTRY, OOORS"AND lIAIIDiI"ARE
Materials -- Lumber and Woodwork -- All lumber shall be Coast Region
Douglas Fir, which has been manufactured and graded in conformance with the
SP-5
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current "Standard Grading and Dressing Rules" of the West Coast Lumbermen's
Association. All lumber shall be "Grade and Trade Worked" by a certified grader
of the West Coast Bureau of lumber. All structural lumber shall be seasoned to
"air dried" condition with not more than nineteen (19%) percent moisture by
weight. All lumber shall be construction grade l500f; l200c.
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Plates or sills which rest on concrete or masonry shall be treated
Douglas Fir. Douglas Fir shall be treated with either Wilman Salt (tanalith U)
or with chromate zinc chloride in accordance with the requirements of the
American Work Preservers Assn., "Standards for the Purchase and Preservation
of Treatable Timber". There shall be retained in the lumber after treatment
not less than the following dry salts per cubic foot of treated lumber:
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Wolman Salts - 3/10 pound.
Chromate Zinc Chloride - 3/4 pound.
Sizes and Patterns
.
Lumber shall be surfaced Four sides to standard dressed sizes.
FrSllling - FrSllling lumber and other rough york shall be closely fitted,
accurately set to required lines and levels, and rigidly secured in place.
Doors and Door Frames
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Doors and frames shall be as shown on the plans. 1/8" Steel plate shall
be continuously welded to the frame. Fraudng joints shall be fully butt welded.
Hinges and hasps shall be welded to frame and door as required. Engire installa-
tion shall be vandal proof.
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Hardware
Furnish and install heavy tee hinges with fast pins.
Furnish and install heavy hasps for padlocks.
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Furnish padlocks Schlage 45-101 or equal for each door.
2.05 ROOFING
Furnish all labor, materials, equipment, appliances and services necessary
for the execution and completion of all roofing (RestroOlD8 and Concession Stand)
.. as indicated on the drawings and/or herein specified.
Materials For RestroOlD8
A. Roofing for RestroOlD8 shall be J-M 240 Seal-o-Matic Shingles.
Color Tile Red.
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B. Roofing Accessories such as flashing, clips, fasteners, shall be
furnished and installed.
Installation
Roofing shall be securely fastened to all the supporting members.
1. Shingles shall be installed in conformance with manufacture's re-
c01lllllendations. Furnish product data and installation requirements.
Materials for Concession Stand
A. Roofing For Concession Stand shall be of first grade materials as
manufactured by Johna-Hanville.
B. Materials per 100 sq. ft.
Sheathing Paper
1 Layer
Felts: J-H Asbestos Base Felt
1 Layer
J-H Asbestos Finishing
2 Layers
Bitumen: J-H Aquadam ---------------40 Lbs.
Surfacing J-H Aquadam --------------60 Lbs.
Slag --________________________________300 Lbs.
Special Requirements
1. ALL ROOFING materials shall be by one manufacturer. Roofing applicator shall
be approved by the same manufacturer of materials used. Letter of approval shall
be submitted to ENGINEER before roofing work is begun. Installation shall be
inspected and approved by a representative of the materials manufacturer.
2.06 MISCELLANEOUS METALS
General:
The miscellaneous metal work in general consists of, but is not l:l.mited to,
the items herein after listed or described. The contractor will be held to
have completely checked the drawings and specifications and to have included all
miscellaneous metals which are not distinctly specified as being furnished under
other sections of these specifications. Provide all connections, anchor bolts,
straps, inserts, sleeves, plates, brackets, hangers, angles, etc. for connecting
of miscellaneous metals to concrete. All exterior bolts, washers and nuts shall
be galvanized.
1. Bolts and concrete anchors.
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2.07 PLUMBING
SCOPE OF WORK:
1. Provide and install all materials, fixtures, equipment, piping, apparatus,
connections, rough-in utility service, insulation, procedures, processes, labor,
tools, transportation, etc., as indicated, as specified, and as required for a
complete, approved, and satisfactory installation throughout.
2. The work shall be done in a first class and workmanlike manner and
shall be complete in all details. All supplementary parts, equipment, labor,
etc., required for a complete and workable installation shall be furnished and
installed whether or not indicated or specified.
3. No changes or substitutions shall be made without written approval of
the Engineer. Alternate materials, equipment, or procedures will be permitted
only if approved in writing by the Engineer, in advance, submit in quadruplicate.
4. Each bidder shall carefully ex~mine all drawings and specifications,
visit the site and fully inform himself about all conditions, limitations,
and requirements applying to the work. After award of the contract, no sub-
sequent allowance will be made to the Contractor due to his failure to comply
with this requirement.
5. All installation shall be in accordance with best standard practices
and as approved by the Engineer whose decision will be final. Where manufacturer's
specific recOJlllllendations and instructions are available, or required, work shall
be performed accordingly. Obtain all required rough-in to complete the plumbing
installation. Maintain proper clearance and accessibility. Provide approved
record drawings.
6. Contractor shall pay for cost of utilities required and provide all
necessary piping, wiring, equipment, etc., required for the installation and
testing of the plumbing work.
7. Provide all cutting and patching of the building and around the site
as required for the installation of all equipment, fixtures, piping, etc., except
that no structural members shall be cut. All patching shall match its surround-
ings and shall be approved by the Engineer.
8. After completion of all work, clean the premises thoroughly and remove
all surplus materials, tools, debris, etc. Clean all equipment, fixtures,
trim, piping, etc., of all dirt, cement, plaster, paint, debris, etc. Prepare
all surfaces for painting where required. Flush out all piping systems.
9. All equipment, materials, installation, and construction shall cOlBply
with all requirements of any and all legally constituted authorities having
jurisdiction; nothing in either the drawings of specifications shall be construed
as waiving any such requirements. Obtain and pay for all required permits and
inspections. Make all tests required by Code or as directed by the Engineer.
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10. Rrovide all excavating and backfilling required by plumbing work -
all as approved by the Engineer.
11. Remove, replace, and/or relocate any existing pipe lines as required
by new construction or to maintain existing utility service - all as approved
and directed by the Engineer. Materials as herein specified.
12. The Contractor shall verify the spaces available for the installation
of his work and materials and shall be responsible for the proper location and
installation of all portions. He shall also cooperate with other trades to
minimize interferences and shall offset or relocate his work as may be required
to accomplish this result-all at no additional cost to the Owner, and as
approved by the Engineer.
MATERIALS AND EQUIPMENT: All materials and equipment shall be of the best
grade of their respective kinds and shall be of the same brand or manufacture
throughout. All materials and equipment used in the work shall be new and
in perfect condition when installed and shall be furnished in ample quantities
at the proper times. Provide and maintain adequate job protection for all
equipment, fixtures, materials, etc.
SOIL, WASTE, SEWER, AND VENT PIPING:
Vent piping: Schedule 40 galvanized steel pipe.
Sewer piping: Standard weight cast iron pipe and vitrified clay pipe
per drawings.
WATER PIPING: All water piping, hot and cold, shall consist of first grade,
schedule 40 galv. steel pipe with galv. malleable fittings and joints made
up with lead-plate compound applied to male thread only.
VALVES, UNIONS, ETC. "Crane", 200 p.s.i. class, full brass valves and cocks,
ground joint all metal unions; full brass loose key hose bibbs; loose key
fixture and stops; extra heavy steel pipe nipples where 8" and shorter. In-
stall all valves, unions, stops, etc., as indicated, as specified, and as
required. Valves on all supplies to all fixtures and equipment.
All exterior hose bibbs shall be flush concealed Greenberg H-357 cast
iron, or equal, set in concrete yard box with cover.
CLEANOUTS. ACCESS BOXES, HANGERS, ETC.
1. Install cleanouts at bends, changes of direction, at 50' intervals
and elsewhere as required; all cleanouts shall be accessible. Floor type
cleanouts inside shall be "ZURN", Z-1325-l with nickel bronze cover; outside
cleanouts shall be "ZURN" Z-1326-l0 with cast iron cover set in 16" x 16" x 6"
concrete pad flush with surface.
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2. Install sleeves through walls and footings to accommodate piping.
Install approved, split ring, adjustable rod hangers with clip angles, inserts,
etc. as required for the secure and proper support of all piping. All water
piping shall be isolated from the building and pipe hangers by )leans of "SEMCO"
Triscolators. Install approved backing for all fixtures and equipment.
3. Flash all pipes through roof with approved flashing and counter-
flashing, maintain water tight roof.
AIR CHAMBERS: Provide an air chamber at each valved water outlet or fixture
supply for fixtures with manuel valves. Air chamber shall be 18 inches long
and one pipe size larger than supply outlet.
FIXTURES: Provide and install all fixtures, trim, fittings, controls, etc.
as indicated, and as specified. Submit folions, in quadruplicate, showing all
fixtures and trim; approval must be obtained before any fixtures are set.
WATER CLOSETS:
A. Furnish and install Acorn Penal-Ware No. 1690 or approved equal toilets
with elongated bowl, integral contoured seat and universal waste connection.
Construction shall be all welded type 304 stainless steel without open voids or
crevices in or about the fixture. Use of solder or epoxy to fill voids, crevices
or fillets will not be permitted. All exposed surfaces sh/lll be polished to
Acorn 114 satin finish. Cabinet and toilet bowl shall..be 14 gage. Flushing
rim, "p" trap enclosure shall be 16 gage. Provide concealed type 304 stainless
steel bracing as required so th/lt bowl will withstand 2000 pound vertical load-
ing without damage to the fixture. Water surface shall be 5" below the top
and cover a minimum of 11 x 15" area. Trap shall have 3-1/4" seal and shall
pass a 2-1/2" ball. Back shall be provided with four 1/2" tapped holes complete
with required full thread studs, nuts and washers for securing to wall construction.
Contractor shall provide manufacturer with wall thickness when it exceeds 6".
B.. Wall sleeving assembly shall be acorn 111785-26 for floor outlet made
of galvanized steel and adjustable for walls 4" thru 7" thick. Verify rough-in
dimensions with contract drawings.
C. Paper holder shall be Acorn 1I1798L. Stainless steel 5" round by 4-1/2"
deep recessed into left hand side of cabinet.
D. Toilet waste shall be connected to SHIm 9230 SERIES CAST BRONZ toilet
flange assembly.
E. For BACK SUPPLY TOILETS ONLY: Flush valves shall be Delany F-534-VB,
SLOAN 152 or SPEAKMAN K-9054-BSP Push button type. Contractor shall provide
manufacturer with wall thickness.
URINAL: -
Furnish and
Figure No. 1700.
thru_all piping
install Acorn PENAL-WARE NO. 1700 or approved equal per attached
Provide and install valves recolllll8nded. Provide and install
2" red brass pipe.
SP-10
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. Acorn Engineering Company
15050 East Proctor Ave. . Cily 0.1 Indu~try. Calif. 91744
...
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tiTLE
UNBREAI<AI3LE STAINI_ESS STEEL
BLOWOUT JET- ON TilE FLOOR- FLOOR OUTLET
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.,"f.: 1-24.--174--
. TOP VIEW
IIlH IHTtGRAL SEAT
12"
TOP VIEW
IIlH IMED SEAT
SIDE VIEW
.....~t-
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1~'1'r.=. ml
1" 'I' wi
hi 11/
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6 1-:::' 6" I- i
16"----<
FRONT VIEW
S!WG WAS ARE
Ilfllo uu. OPEN'"GS
NOTES:
I, CONCEALED FLUSH VALVE, PROVIDE 1-1/2" DIAM-
ETt:R WALL OPENING AND VERIfY PUSH BUTTON LOCATION.
VALVES FURNISHED BY OTHERS. RECOMMENDED VALVES
ARE DELANY F-534-VB, SLOAN 152. OR SPEAKMAN
~9054-BSP.CONTACT MANUFACTURER FOR DIMENSIONS.
2. 1-1/2"NPTMALE BAa< SUPPLY FLUSH VALVE CON-
NECTION. PROVIDE 3" DIAMETER WALL OPENING.
3. FOUR 1/2"NC TAPPED HOLES FURNISHED WITH 1/2
X 8 """,,,CHOR STUDS.~IUTS AND WASHERS. SUITABLE FOR
WALLS UP TO 6" THIQ(. SPECIFY WtlEN REQUtrd::D FOR
THICKER WALLS. PROVIDE I "DIAMETt:R WALL OPENINGS.
4. EXPOSI!D FLUSH VALVE, PROVIDE \-\/2" DIAM-
I!TER WALL OPENING. VALVI!S FURNISHED BY OTHERS.
RECOMMt:NDED VALVI:S ARE DELANY F-402-VB . SLOAN
t 10, OR SPEAKMAN K-900o-BSP. CONTACT MANUFAC-
TUNER FOR DIMENSIONS.
5. 1-1/2"NPT MALE TOP SUPPLY FLUSH VALVECON-
NECTlON.
6. RECESSED WA!:;TI: CONNECTION WITH TWO 5/8" NC
TArrCD tlOLES ON G"C/C FOR TOILET FLANGE FUltHlSHED
DY 01'HI:IIS. RECOM/olt:NDI!D TOILET FLANGES ARt: SMITH
OR t:C'UAL. 9215 THRll 9230 SI!RIES. CONTACT MAt~U1'AC-
TUIlCIl Fon DETAILS. PROVIDI! 6 X 9" RECTANGULAR
WAI.L OPCNING FOR ACCI!SS TO THE TOILET FLANCE,
nil" .11'
ACORN PENAL-WARE
TOIL.ETS
FIGUr'E' NUMBER SELO::CTED
SHOWN 15 #1690
WITH OPTIONAL .,798L
FIGURE NUMBERS AVAILABLE
WITH INTEGRAL SI!AT
TI690 BACK"SUPPLY
RI691 TOP SUPPLY
.WI"" HINGED WHITE SEAT
ifl6l:12 BACK SUPPLY
111693 TOP SUPPLY
OPTIONAL VARIATIONS
I I 1785-26 !;LEEVING ASSEMBLY
. 1795-1 !:;ELF-F<AISltlG SI!AT
1798L PAPt:R HOLDER LH SlOE
REMOVABLI: CABINET COVER SECURED
WITH VANDAL-PROOF SCREYlS
REGULARLY FURNISHED
ALL WELDED CONSTRUCTION. MATERIAL
IS ".LL TYPE 30<1 STAINLESS STEEL. ALL
I:XPOSED SURFACES 'ARI! ACORN #4 SATIN
FINISH. CABINET AND TOILt:T llOWL ARE
14 GAGE. FLUSHING RIM,npllTRAP AND
TRAP ENCLOSURE ARE 16 GAGE.CABINET
IS BACK TAPPED AND REINFORCED AT
STRESS POINTS SO THAT BOWL WILL
WITHSTAND 2000 LB VERTICAL LOAOING
WITHOUT DAMAGI! TO THE FIXTURE. IN-
TE:IHOR OF CARINET IS COATED WITH
SOUND-DEADENING FIREPROOF INSuL-
ATION. TOILI!T IS BLOWOUT JET TYPE
WITH ELONGATED DOWL.TRAP HAS
3-1/4" SEAL ANI) WILL PASS A 2_1/2"
BALL, WATE:R SURFACE IS 5" BELOW
TOP AND COVERS II X IS" AREA.
#1690 AND #169\ SERIES HAVE INTEGRAL
CONTOURED SI!AT. #1692 AND #1693
SI!IUES HAVE AN EXTr.NDED UACI( TOILI!T
BOWL AND #1795 WHITE FIRI!PROOF SOLID
PLASTIC OPCN FRONT SEAT WITH STAIH-
LESS ST€EL H INC~ POSTS. SCLI='-SIJS-
'rAINING CONCEALt:D CHECK IUNGES,AND
V^NDAL..,PROOr- SPR tNG COVER.
SUPPLY CONNECTIONS ARE 1-1/2"NPT
MALE DACK Ol~ TOI' SUPPLY AS INDICATED
UY ~'IGURE ,..UMOER 5ELECTI:D.
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Acorn Engineering Company
15050 East Proclor Avo. . City of Induslry, Calif. 91744
ACORN PENAL-WARE
l...AVATORIES
"n.l
UN::iREAKAeu: STAINLESS STEEL
CORNER MODEL WITH OVAL BOWL
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LEFT SlOE VIEW :~
t. I/z"NPTREVERSIBL.E UNION SUPPL.Y CONNECTIONS.
PROVIDE Z X I 3"RECTANGUL.AR WAL.L. OPENINGS. FAUCET
SLEEVES ANCHOR TOP OF FIXTuRE.' FOR DETAIL.S. SEE
ACORN DRAWINGS #1775.01 FOR HOT AND COLD , AND
#1775,OZ FOR COL.D ONL.Y VALVES.
1.. COUNTER TO" - RECOMMENDED INSTALLATION '5
31" ABOVE FItUSHED FLOOR;
3. Two I/z"NC TAPPED HOLES FURNISHED WITH I/Z"
X 8 "ANCHCR STUDS ,NUTS AND WASHERS. SUITABL.E FOR
WALLS UP TO 6" THICK, SPECIFY WHEN REQUlllED FOR
THICKeR WAL.LS. PROVIDE I" DIAMETER WALL. OPENINGS.
4. I-I/Z"NPTFEMALEWASTE CONNECTION. PRDVIDE
3" DIAMCTER WALL OPI:NING. THRU-WALL. PIPING AND
TRAP FUIlNISHED BY OTHERS. RECOMMENDED PIPING IS
1-1/2" RCD BRASS. RCCOMMENDED TRAP IS CODE AP-
PROVED lip" OR RUNNING TRAP.
:.>. 10NAL #Z608-3 ANGLe STOP IS RECO
FOIl SOAP
6. OPTIONAL 915-.. -NSER WITH SUPPLY
PIPING FR Opl:hltlG. RE DED PIPING
l' LL IS 3/8" HrD BRASS PIPE.
7. W,.I.1.. ANCHOR 'S FU:lNISHED WITtI THREE ACORN
.79812 1/4" STAINl.ES!' ~'rEEL SCREWS AND #9861-5
EX"ANSIOH SHIELDS. ANCIiORS BOTtI TOp AND FRONT OF
LAVATO'fY.
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FIGURE NUMBER SELECTED
. -::4:
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SHOWN IS #I660L-IG
WITH OPTIONAL #915-0B
FIGURE NUMBERS AVAILABLE
H a. C VAL.VE ANCHORING ASSEMBL.Y
ON bEFT HAND SPLASH
#1666C-1 W/STANDARD DRAIN
# I 660L-2 w/sLOW DRAIN - 5/16"HOLE
#1660L-3 W/NON-REMOVABLE STOPPER
COLD VAL.VE ANCHORING ASSEMBL.Y
I'N L.EFT H"'Nn SPLASN
7IT'ir60L-11 W/STANDARD DRAIN
#1660L-IZ w/sLOW DRAIN-5/16"HOL.E
"16EO L-13 W INOH-RE MOVABL.E STOPPER
NOTE: SPECIFY R FOR R IGHT HAND SIDE
SUFFIX LETTER VARIATIONS
( ) ADD "G" FOR UNION STOPS
OPTIONAL VARIATIONS
! 1915-08 SOAP'DISPENSElI
1785-IZ SLEEVING ASSEMBLY
1790 UNBREAKABLE MIRROR
1793 TOOTHBRUSH HOLDER
Z608-3' ANGLE STOP
REGULARLY FURNISHED
ALL WELOED FULLY. ENCLOSED CON-
STRUCTION. MATERIAL IS ALL TYPE 304
STAINLESS STEEL. ALL EXPOSED SUR-
FACES ARE ACORN 114 SATIN FINISH.
LAVATORY DOWL, COUNTER TOP AND
CABINET ARE 14 GAGE. CABINET IS PRO-
VIDED WITH REINFORCING AND INTEIlIOR
IS COATED WITH SOUND-DEADENING FIRE-
PROOF INSULATION. LAVATORY BOWL IS
OVAL. TYPE 14-1/2 X 9-l/z X 5" DEEP.
COUN1'ER TOP IS PROVIDED WITtI SELF-
DRAINING SOAP DEPRESSION.
VALVE ANCHORING ASSEMBL.Y IS ACORN
AUTo-ClOZ #1775 FOil HOT AND COLD,
AND &1175-1 FOR COLD ONLY. DRAINS
HAUF INTEGRAL GRIDS Off NON-ReMOV--
ABLE STOPpEH AS DETENMINED DY
FIGURe NlIMBER SELECTeD. EXPOSED
PARTS ARC pOLI5UI:D CURD ME PLATeD.
V"AWIH... ""M.""
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Acorn Engineering Company
15051: Easl Proctor Ave. '~W::ii City of Indu51ry, Calif. 91 7~4
It
'!ITLt
UNOREAKAP.l.t=: STAINLFoSS STEeL
BLOWOUT JE'" WITH INTr::C:RAL n~AP
{:" ('
~<wj ~-24
.:':;, -r
4. .',:: . I
~.... '-.1.' "D II"
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REQUIRED WALL OpeNINGS
,,!,o,c...1'.O BV 0.....01:0 .....11:.5
,!..,
[i}~1 r
II g2f
2 II
II
.
C) ~71
,4' .8"
_1-Ll
7fr- -,- 4- ..
I =rr: ('
14" . TYR
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.--
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FRONT VIEW-BACK SUPPLY
3" I
104"
SIDE VIEW
3"
m -144''-
~--.:. ,,,"
-=t+ F:> T
ID- I l!t -<,~
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I--IS.-J
FRONT VIEW- TOP SUPPLY
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,
NOTES,
1. CONCEALtD F\..USH VALVE. PROYIDI' 1-1/2" DIAMETER WALL
OPENING. VALVES FURNISHED BY OTHERS. RECOMMENDED VALWS ARE
DELANY F-572-VBB.SLOAH 190-L.OR SPEAKMANK-9074-BSP-PSC.
CONTACT MANUFAcnJAER P'OR OIMpfSIONS.
2. 1-11." NPT MALE IIIIACK SUPPLY PUlSH VALVE COHHIl'CTIOH.
PROVIDE 3" WALL OPENING.
3. Exp:>>sro Fl.uSH VALVE'S. PROVIDC 1-112" DIAMETER WALL
OPENING. VALV~S F'UlNISHEf, BV OTHElts.RrCOMMENOCOVALVCS ARE
DELANY F-452-VB. SLOAN 180. OR SHAKMAN K-9072-B$P.
CoNTACT MANUFACTURER FOR DIMENSIONS.
oi. 1-1/4" NPT MALE TOP SUPPLY FLUSH VALVE CONNECTION.
COH~ECTION IS STAINLESS STeEL WITH EXPO:!lED PARTS POLISHED.
WilEN INSTALLING FLUSH VALVE. DISCARD ESQJTCliEON FURNISHED
WIl'H VALVE.
5. 2" NP'" FEMALE WASTE CONNECTION. PROVIDE 3" DIAMETER
WALL orr "'NG. THHlI-WALL PIPING FURNISHEO BY OTHERS. RECOM-
Mr.NOEO P'Plhe,; '5 2" REO BRASS PIPE. .
6. F"oun I/?''' YAPPED HOLES F'UAHISHEQ, WITH 1/2 X 8" ANCHUR
STIIDS I NUTS AND WASftERS, .SUITAnLE FOR WALLS UP TO '" TH'O<.
S..'rCIFY WtlrN RCQUIRED FOR THICKER WALLS, PROVIDE I"DIAfoU:TUI
WALL O,.eNINGS.
"'. URINAl. 1..1". RECOMMENDED INSTAu.ATION IS 2." ADOVC
nNI!iIlt:o FLOOR I
.,.ne
ACORN PENAL-WARE
URINAL.8
FIGURE NUMBER SELECTEO
FIGURE NUMBERS AVAILABLE
14 GAGE CONSTRUCTION
#1700 BACK SUPPLY
#1701 TOP SUPPLY
16 GAGE CONSTRUCTION
#1700-1 BAa< SUPPLY
#1701-1 TOP SUPPLY
OPTIONAL.VARIATIONS
( ) 1785-31 SLEEVING ASSEMBLY
REGULARL V FURNISHED
URINAL IS BLOWOUT JET TYPE WITH
BAa< TAPPEO WALL FLANGE AND
INTEGRAL TRAP WITH 2-1/4" SEAL.
URINAL BOWL IS OlE FORMED.FIX-
TURE IS ALL WELOEO CONSTRUCTION
OF TYPE 304 STAINLESS STEEL. ALL
EXPOSED SURFACES ARE ACORN #4
SATIN FINISH. URINAL BaWL,FLANGE
AND TRAP ARE 14 OR 16 GAGE THIa<-
NESS, AS INOICATED BY FIGURE
HUMBER SELECTEO.
D""W'"c. ""MOlM
'IOUII. "".....
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LAVATORIES: -
Furnish and install Acorn PENAL-WARE No.
approved equal per attached Figure No. 1660.
piping and trap as recOlllllleUded.
1660 L-ll and No. 1660 R-ll or
Provide and install thru-wall
UTILITY CONNECTIONS: Provide and install all utility connections and services
complete as indicated. as specified. and as required. Make all applications.
pay all costs. Provide meters. vaults. service. shut-off. pressure regulator
and etc.
CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS: Provide and install all rough-in.
finish. trim. and connections for each item of equipment furnished by others. etc.
Obtain exact rough-in data and dimensions prior to rough-in work shall include all
gas. water. vent. and waste.
OPERATION, TESTS. ETC.
1. All water piping shall be tested and made tight under a hydrostatic
pressure of not less than 150 psi with pressure maintained for not less than
4 hours. Any leaky joints that may developimust be completely remade with new
materials, caulking will not be permitted. All soil. waste. vent. and sewer
piping. and all gas piping shall be tested and made tight in accordance with
Code and Utility Co. requirements.
2. All equipment. fixtures. etc. shall be properly tested. adjusted and
placed in. proper operating condition before the work can be accepted as complete
and satisfactory.
3. Instruct Owner's operators in all details of operation and maintenance
of the equipment and fixtures. Provide a bound booklet containing manufacturer's
data and specification sheets covering operation and maintenance of all equipment.
fixtures. etc.
SHUT-Qn VALVES:
1. Provide and install where indicated on drawings. or where required
for adequate control of the system.
STERILIZATION:
1. Sterilize each unit of water supply and distribution system with
chlorine before acceptance for operation. Contractor to furnish shut-off valve
and corporation stop or other means of injecting chlorine.
2. Material used shall be Liquid Chlorine conforming to U.S. Army
Specification #4-1. the m1n1mum dosage of chlorine to be 50 parts per million.
3. Allow contact period of not less than 8 hours. and then flush ,system
with clean water until the residual content is not greater than 0.5 parts per
million.
SP-ll
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.
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.
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.
.
'4
4. Flush the entire water system including all fire hose cabinets, hose
fills, fixture outlets, dead ends and other points where dead water tends to
collect.
5. Furnish two (2) certified copy that cOll1p1ete sterilization has been done
to Engineer before final inspection of the work.
2.08 SANITARY SEWERS
General -- All sewer work shall c0lllp1y with the requirements of Section 19
of Standard Specifications No. 2271, revised May, 1974, and City Standard Draw-
ings. Attention is especially directed to the requirements as to excavation,
backfill, and testing of the pipe.
2.09 MANHOLES: Manholes shall be brick or concrete and shall conform with
City Standard DrawiDgs No. 2321-G (Brick M.H.) or 2321-Q (Precast Reinforced
Concrete M.H.). Manholes shall have covers and frames per City Standard Drawing
No. 2321-U. Manhole Frames shall be tilted to conform to the finished grade.
2.10 CLEANOUTS: C1eanouts shall conform to City Standard Drawing No. 2321-1,
except that the 8" Vitrified Clay Pipe is hereby changed to 4" vitrified Clay Pipe.
2.11 MEASUREMENT AND PAlMENT: Payment for pipe sewers shall be made at a
price bid per linear foot for each size, type and/or class of pipe in place, and
shall be in full for all wyes, ties, bends, and specials shown on the plans; all
c1eariDg and grubbing; all connections to existing sewers; all excavation, shoring,
and backfill; and all labor and material necessary to place the pipe, restore
the surface, and all other work necessary to give a finiahed result as shown on
the plans and in accordance with the specifications written herein.
Payment for manholes and c1eanouts shall be made at the price bid for each
manhole or c1eanout, and shall be in full for all castings, raising manholes to
grade, construction of inverts and all labor and material necessary for their
C0lllp1etion in accordance with the specifications written herein.
Payment for modifications to existing manhole, shall be at the price bid for
each and shall be in full for all work called for in the special provisions and
on the standard drawings and project plans.
Payment for imported backfill ordered by the Engineer shall be paid at the
price per ton of material placed, which price shall include full compensation
for furnishing and placing the imported backfill.
2.12 PAINTING
General -- Materials under this section of the specifications designated
as "paint" shall include enamels, paints, lacquers, varnishes, finishes, sealers,
primers and thinners. All paints shall be ready-1llixed. Containers shall bear
the brand and name of the manufacturer on the label. During preparation and
painting of the surfaces, fire-resistant cloths shall be spread for protection
of adjacent surfaces.
SP-12
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.
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.
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1) The following items and surfaces shall be painted:
a. All new steel and wood work, metal, timber.
Materials -- All painting materials shall be the quality specified and
shall be delivered to the building in originsl containers with labels intact
and seals unbroken.
All materials shall be used as specified by the manufacturer's labeled
directions.
The Contractor shall submit to the Engineer for approval the name and
brand of the materials which he proposes to use of any necessary materials not.
specifically covered and specified in this Contract before any of these materials
are delivered.
Preparation of Surfaces -
a. General: Hardware, hardware accessories, plates, lighting fixtures
and similar items in place prior to painting shall be removed during
painting operations and repositioned upon completion of each space,
or shall be otherwise protected. Any equipment adjacent to walls shall
be otherwiae protected. Any equipment adjacent to walls shall be
disconnected by workmen skilled in these trades and moved to permit
the wall surfaces to be painted and following completion of painting,'
shall be replaced and reconnected. All surfaces to be painted shall
be clean, smooth, dry, and free frOlll grime, dust, and grit. The
preparation of surfaces of the entire building shall be accomplished
to the satisfaction of the Engineer, prior to application of the paint.
b. Metal Work: Surfaces to be painted shall be thoroughly cleaned of
grime, scale, dirt, and rust by the use of steel scrapers, wire brushes,
sand blast or other suitable tools or methods. Oil and grease shall be
removed with benzine or suitable solvents. Galvanized iron and new
bare steel shall be treated with a solution of 9% phosphoric acid, unless
a factory prime coat has been applied.
Application of Paint -- Specifications referred to are Federal Specifications
and all paint shall conform thereto.
a. Metalwork: Bare and previously unpainted ferrous metal surfaces shall
be given a coat of protective, rust-inhibitive paint (Tr-P-3l Paint;
Iron-oxide, Ready-Mixed) for exterior surfaces and a coat of primer
(Tr-E-543 Enamel-Undercoater; Interior) for interior surfaces before
application of finish coats. Galvanized sheet metal shall have a prime
coat of zinc-duct zinc-oxide applied. Exterior metalwork shall receive
two finish coats of paint (Tr-P-l02 Paint; EXTERIOR, READY-MIXED, WHITE &
LIGHT TINTS).
SP-13
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.
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.
.
.
b. Woodwork: Exterior wood and trim shall receive a prime coat of primer
(TT-P-25 Paint: Exterior-Primer) and two finish coats of paint (TT-P-
102 Paint; Exterior).
Interior Wood shall receive one coat of primer (TT-P-56 Primer Coater)
and shall receive two coats of latex base paint (TT-P-29 Paint, Latex
Base).
Paint colors shall be as designated by the Park Superintendent.
Storage of Materials -- Paint materials shall be stored outside the building
at locations approved by the Engineer. Paint shall not be left inside the building
over night.
Cleaning -
a. All cloths and cotton waste which might constitute a fire hazard shall
be placed in metal containers or destroyed at the end of each work day.
Upon completion of the work, all staging, scaffolding and containers shall
be removed from the site or destroyed in a manner approved by the Engineer.
b. Paint spots, oil, or stains upon adjacent surfaces shall be removed and
the entire job left clean and acceptable to the Engineer.
SP-14
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KE9UIRED OIMENSIONS
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I. Manhole coyer shall ge Ilesi'lp,
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R.. Casl/;.OI1 shall nt:!YI! ",idJl11l1..r
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M_nho/es shall be consfrocn..a1
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Dr <A>sv,..r.,.ce:d e:QS.,ur_n! I
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NOTES
lPtIl155 orh"wiu apprWM ;" lI,ilt~
i>g 111I En,l"eer.
I. Pr~casl rli"-F,,rcld concrl/~ manlto/~s shall t.'0f1rDr111 /r) fJ~
applicahk r~'{lIln",~nfs of' A.S. T. /W. a."d: .
z. sJa/1"~ desi'1f1N For I/.A.$.H-O. H-Ilo /oadm9';
h. t.'OIIcr~f~ .shall hI! compacfl" vlhrafea', cenldfll'lalllj Splll1
0' f11tclllzn;ca/1r fa."'ped.
C, ont piece Conll - anti- :!Jha.ff wl'!l nol he a.a:epred.
/C. For suiJdirisilJll work, maJIho/e frl1Jl1es arrd t.'.iJvers to be COP-
sfru~ted ,,~ heloUf ofFicial sfreel grades oy sewer co'!rradl1r.
P:ZY/;''1 c(mlredor fo a.d/llsi' rra.:-:?!s aJ1ti Cot/ers /D oFficial
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PREC4ST REI/VFORCE.o CaVCRETE .4ugusf 21 . 19~ ;110.
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CITY OF SAN e.EIW....12.DIt-lO. DEPT.OFEIIIGIt.1EEIlING
STANDARD
CLEANOUT
APP12.0VE 0: .
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CITY ENGI/~elZl2-
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CITY OF SAW &~!2DINO -DEPT. OF BJGINEt:i2ING
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BRICK . MANHOLE'
APPl2qVED:
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AGREEMENT
CITY OF SAN BERNARDINO
This Agreement, made and concluded this 20 TN day of J~ I,
1977, between the City of San Bernardino, party of the first part, and
BOr1ad,;"'""... - /Ylc(Q,;-., . :tnc.. ,Contractor, party of the second part.
Article I - Witnesseth, That for and in consideration of payments and
agreements hereinafter mentioned, to be made and performed by the said party of
the first part, and under the conditions expressed in the two bonds, bearing even
date with these presents, and hereunto annexed, said party of the second part agrees
with the said party of the first part, at his own proper cost and expense to do
all the work and furnish all the materials, except such as are mentioned in the
Special Provisions to be furnished by said party of the first part, necessary to
complete in good workmanlike and substantial manner the construction of CONCESSION
STAND AND RESTROOMS AT WILDWOOD PARK, in strict conformith with the Plans and
Special Provisions No. 4848, on file in the Office of the City Engineer, and also
in accordance with Standard Specifications No. 2271, City.of San Bernardino,
Department of Engineering, revised May, 1974, which said Plans, Special Provisions
and Standard Specifications are hereby specially referred to and by such reference
made a part hereof.
Article II - And the said contractor agrees to receive and accept the follow-
ing prices as full compensation for furnishing all materials and doing all the work
contemplated and l!IIIbraced in this agreement; also for all loss or damage arising
out of the nature of the work aforesaid, or from the acts of the elements, or from
any unforeseen difficulties or obstructions which may arise or be encountered in
the prosecution of the work until its acceptance by the City of San Bernardino
and for all risks of every description connected with the work; also for all expenses
incurred by or in consequence of the suspension or discontinuance of work, and for
well and faithfully completing the work, and the whole thereof, in the manner and
according to the Plans and Special Provisions, and requirements of the Engineer
under them, to~1t:
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.PLAN NO. 4848
ITEMS
QUANTITY
DESCRIPTION OF ITEMS WITH
UNIT PRICE WRITTEN IN WORDS
UNIT
PRICE
TOTAL
1.
Lump Sum
Construct New Restrooms
complete including all
appurtenant facilities,
as called for on plans
and Special Provisions
No. 4848 at the Lump
Sum Price of
Sixteen Thousand
Four Hundr~ni Thirty-
Three Dollars and Fifty
Lump
Sum
$16,433.50
r.pnt'~
2.
Lump Sum
Construct New Concession
Stand within the existing
quad building including
all appurtenant facilities,
as called for on plans
and Special Provisions
No. 4848 at the Lump
Sum Price of
Seven Thousand Three
Hundred Two Dollars and
Fifty Cents
6" Vitrified Clay Pipe
Sewer, not in pavement, in
place at Ten Dollars
Lump
Sum
7,302.50
,
3.
'474 Un. Ft.
Lin.
Ft.
$10.00
4,740.00
per Un. ft.
4.
1
Ea.
Manhole, complete in place
at Nine Hundred Dollars
Each
900.00
900.00
each.
5.
Lump Sum
Manhole Modification,
complete, for a Lump
Sum Price of
Two Hundred Fifty
Dollars
Lump
Sum
250.00
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PLAN NO. 4848
6.
QUANTITY
2 Ea.
DESCRIPTION OF ITEMS WITH
UNIT PRICE \iRITTEN IN WORDS
UNIT
PRICE
'tOTAL
ITEMS
Cleanouts, complete in
place at One Hundred
Twenty Five Dollars
each.
Each
.$125.00
$250.00
7.
260
Tons Imported Backfill
Ordered by the Engineer
at T~n r,:::a.nt-c:
Ton
.10
26.00
per ton.
'tOTAL
$29.902.00
r
NOTE: The unit price must be written in words and also shown in figures.
The total price must be extended for each item of work and the total
of all items inserted in the space pro~ided.
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Article III - The said party of the first part hereby promises and agrees
with the said contractor to employ, and does hereby employ the said contractor
to provide the materials and to do the work according to the terms and conditions
herein contained and referred to, for the prices aforesaid, and hereby contract
to pay the same at the time, in the manner, and their heirs, executors, admini-
strators, successors, and assigns, to hereby agree to the full performance of the
covenants herein contained.
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Article IV - It is further expressly agreed by and between the parties
hereto that should there be any conflict between the terms of this instrument
and the bid or proposal of said contractor, then this instrument shall control
and nothing herein shall be considered as an acceptance of the said tenns of
said proposal conflicting herewith.
IN WITNESS WHEREOF, the parties to these presents have hereunto set their
hands the year and date first above written.
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ATTEST:
CITY OF SAN BE
NO
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CONTRACTOR
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::4;;7-7 rn~.
William W. Bonadiman
TITLE: Executiv~vi~p Prp~;npnT
MAILING ADDRESS: P. o. Box 6444
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San Bernardino. CA 92412
PHONE NO. (714) 885,..3435
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Approved as to form this ..;.../7 / S ,.-~
d., 017 ~~~~;;
~~i~Y
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