HomeMy WebLinkAboutADA_BIDS_PART_3READI
NOTICE INVITING BIDS
.Sealed bids may be received at the office of the City Clerk,
3300 Newport Boulevard, P. 0. Box 1768, Newport Beach, CR 92659-1768
until 11:00 A.M. on the 30th day of August , 19940
at which time such bids shall be opened and read for
Title of Nroject
2941
Contract No.
$470,000
Engineer's Estimate
�•�� 9 `f`
Rpproved by the City Council
this 25th day of July , 1994.
Wanda
City Clerk
E. Raggiol
Prospective bidders may obtain one set of bid documents at no cost
at the office of the Public Works Department, 3300 Newport Boulevard,
P. 0. Box 1768, Newport Beach, CR 92659-1768.
For further information, call Lloyd Dalton at 644-3311.
Project Manager
I
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
PROPOSAL
READILY ACHIEVABLE ADA ALTERATIONS
AND PRIORITY STRUCTURAL ADA ALTERATIONS
CONTRACT NO.2941
To the Honorable City Council
City of Newport Beach
3300 Newport Boulevard
P.O. Box 1768
Newport Beach, CA 92659-1768
Gentlemen:
PR 1.1
The undersigned declares that he has carefully examined the location of the
work, that he has examined the Plans and Special Provisions, and hereby
proposes to furnish all materials and do all work required to complete
Contract No. 2941 in accordance with the Plans and Specifications, and that
he will take in full payment therefore the following unit price for the
completed item of work, to wit:
----------------------------------------------------------7----------------
ITEM
QUANTITY
ITEM DESCRIPTION AND
UNIT
TOTAL
NO.
AND UNIT
UNIT PRICE WRITTEN IN WORDS
PRICE
PRICE
1. Mobilization
Lump Sum
----------------------Dollars
and
----------------- Cents $-----------
Per Lump Sum
I
PR 1.2
--------------------
—ITEM
QUANTITY
---------------------- -------------------------------
ITEM DESCRIPTION AND
UNIT
TOTAL
NO.
AND UNIT
UNIT PRICE WRITTEN IN WORDS
PRICE
PRICE
2. Construct ADA Alterations
Lump Sum
----------------------Dollars
and
---------------------- Cents
Per Lump Sum
-----------------------------------------Dollars
and
--------------- Cents
TOTAL BID PRICE (WORDS)
Date
Bidder's Telephone No.
Bidder's License No.
& Classification
Bidder
VE
$ --------------
TOTAL BID PRICE
(FIGURES)
------------------------
Bidder's Authorized ------------- Signature & Title
------------------------------------
Bidders Address
Page 2
INSTRUCTIONS TO BIDDERS
The following documents shall be completed, executed and received
by the City Clerk in accordance with NOTICE INVITING BIDS:
PROPOSAL (Page 1)
INSTRUCTIONS TO BIDDERS (Page 2)
DESIGNATION OF SUBCONTRACTORS (Page 3)
BIDDER'S BOND (Page 4)
NON -COLLUSION AFFIDAVIT (Page 5)
TECHNICAL ABILITY AND EXPERIENCE REFERENCES (Page 6)
except that cash, certified check or cashier's check (sum not less
than 10% of the total bid price) may be received in lieu of the
BIDDER'S BOND. The title of the project and the words "Sealed Bid"
shall be clearly marked on the outside of the envelope containing
the documents.
The City of Newport Beach will not permit a substitute format
for the documents listed above. Bidders are advised to review
their content with bonding and legal agents prior to submission of
bid.
BIDDER'S BOND shall be issued by an insurance organization or
surety (1) currently authorized by the Insurance Commissioner to
transact business of insurance in the State of California, and (2)
listed as an acceptable surety in the latest revision of the
Federal Register Circular 570.
The estimated quantities indicated in the PROPOSAL are
approximate, and are given solely to allow the comparison of bid
totals.
Bids are to be computed upon the estimated quantities
indicated in the PROPOSAL multiplied by unit price submitted by the
bidder. In the event of discrepancy between wording and figures,
bid wording shall prevail over bid figures. In the event of error
in the multiplication of estimated quantity by unit price, the
correct multiplication will be computed and the bids will be
compared with correctly multiplied totals. The City shall not be
held responsible for bidder errors and omissions in the PROPOSAL.
The City of Newport Beach reserves the right to reject any or
all bids and to waive any minor irregularity or informality in such
bids. Pursuant to Public Contract Code Section 22300, at the
request and expense of the Contractor, securities shall be
permitted in substitution of money withheld by the City to ensure
performance under the contract. The securities shall be deposited
in a state or federal chartered bank in California, as the escrow
agent.
$191
1 Page 2A
In accordance with the California Labor Code (Sections 1770 et
seq.), the Director of Industrial Relations has ascertained the
1 general prevailing rate of per diem wages in the locality in which
the work is to be performed for each craft, classification, or type
of workman or mechanic needed to execute the contract. A copy of
said determination is available in the office of the City Clerk.
All parties to the contract shall be governed by all provisions of
the California Labor Code relating to prevailing wage rates
1 (Sections 1770-7981 inclusive).
The Contractor shall be responsible for insuring compliance
with provisions of Section 1777.5 of the Labor Code Apprenticeship
1 requirements and Section 4100 et seq. of the Public Contracts Code,
"Subletting and Subcontracting Fair Practices Act."
' All documents shall bear signatures and titles of persons
authorized to sign on behalf of the bidder. For corporations, the
signatures shall be of a corporate officer or an individual
authorized by the corporation. For partnerships, the signatures
1 shall be of a general partner. For sole ownership, the signature
shall be of the owner.
1
1
1
1
i
i
11
U
1
1
Contractor's License No. & Classification
Bidder
Date
Authorized Signature/Title
11
5/91
Page 3
DESIGNATION OF SUBCONTRACTOR(S)
' State law requires the listing of all subcontractors who will
perform work in an amount in excess of one-half of one percent of
the Contractor's total bid. If a subcontractor is not listed, the
Contractor will be responsible for performing that portion of the
work. Substitution of subcontractors shall be made only in
accordance with State law and/or the Standard Specifications for
' Public Works Construction, as applicable.
The Bidder, by signing this designation, certifies that bids
from the following subcontractors have been used in formulating the
' bid for the project and that these subcontractors will be used
subject to the approval of the Engineer and in accordance with
State law. No changes may be made in these subcontractors except
with prior approval of the City of Newport Beach.
Subcontract Work Subcontractor Address
I
[]
11
1
[1
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
Bidder
Authorized Signature/Title
5/91
Page 4
BIDDER'S BOND
KNOW ALL MEN BY THESE PRESENTS,
That we, as
bidder, and , as
Surety, are held and firmly bound unto the City of Newport Beach,
California, in the sum of Dollars
($ ),lawful money of the United States for the payment
of which sum well 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 bidder for the
construction of
(Title of Project and Contract No.) in the City of Newport Beach;
is accepted by the City Council of said City, and if the above
bounden bidder shall duly enter into and execute a contract for
such construction and shall execute and deliver to said City the
"Payment" and "Faithful Performance" contract bonds described in
the Specifications within ten (10) days (not including Saturday,
Sunday, and Federal holidays) after the date of the mailing Notice
of Award to the above bounden bidder by and from said City, then
this obligation shall become null and void; otherwise it shall be
forfeited to the said City.
In the event that any bidder above named executed this bond as
an individual, it is agreed that the death of any such bidder shall
not exonerate the Surety from its obligation under this bond.
IN WITNESS WHEREOF, we hereunto set our hands and seals this
day of , 19_
Authorized Signature/Title
Attorney -In -Fact)
SURETY
Notary Public
Commission Expires:
5/91
u
Page 5
NON -COLLUSION AFFIDAVIT
State of California )
ss.
County of )
being first duly sworn, deposes and
says that he or she is of ,
the party making the foregoing bid; that the bid is not made in the
interest of, or on behalf of, any undisclosed person, partnership,
company, association, organization, or corporation; that the bid is
genuine and not collusive or sham; that the bidder has not directly
or indirectly induced or solicited any other bidder to put in a
false or sham bid, and has not directly or indirectly colluded,
conspired, connived, or agreed with any bidder or anyone else to
put in a sham bid, or that anyone shall refrain from bidding; that
the bidder has not in any manner, directly or indirectly, south by
agreement, communication, or conference with anyone to fix the bid
price of the bidder or any other bidder, or to fix any overhead,
profit, or cost element of the bid price, or of that of any other
bidder, or to secure any advantage against the public body awarding
the contract of anyone interested in the proposed contract; that
all statements contained in the bid are true; and, further, that
the bidder has not, directly or indirectly, submitted his or her
bid price or any breakdown thereof, or the contents thereof, or
divulged information or data relative thereto, or paid, and will
not pay, any fee to any corporation, partnership, company
association, organization, bid depository, or to any member or
agent thereof to effectuate a collusive or sham bid.
I declare under penalty of perjury that the foregoing is true
and correct.
Bidder Authorized Signature/Title
Subscribed and sworn to before me this day of ,
19
Notary Public
My Commission Expires:
[SEAL]
5/91
' Page 6
TECHNICAL ABILITY AND EXPERIENCE REFERENCES
' The undersigned submits herewith a statement of the work of
similar character to that proposed herein which he has performed
and successfully completed.
Year For Whom Person Telephone
' Comileted Performed (Detail) To Contact Number
Bidder
Authorized Signature/Title
,1
5/91
Page 7
' NOTICE TO SUCCESSFUL BIDDER
The following contract documents shall be executed and
delivered to the Engineer within ten (10) days (not including
Saturday, Sunday and Federal holidays) after the date of mailing
Notice of Award to the successful bidder:
PAYMENT BOND (Page 8)
FAITHFUL PERFORMANCE BOND (Page 9)
CERTIFICATE OF INSURANCE (Page 10)
' GENERAL LIABILITY INSURANCE ENDORSEMENT (Page 11)
AUTOMOBILE LIABILITY INSURANCE ENDORSEMENT (Page 12)
WORKERS' COMPENSATION INSURANCE CERTIFICATION (Page 13)
,i CONTRACT (Page 14)
The City of Newport Beach will not permit a substitute format
' for these contract documents. Bidders are advised to review their
content with bonding, insuring and legal agents prior to submission
of bid.
Payment and faithful performance bonds shall be issued by an
insurance organization or surety (1) currently authorized by the
' Insurance Commissioner to transact business of insurance in the
State of California, and (2) listed as an acceptable surety in the
latest revision of the Federal Register Circular 570.
' Insurance companies affording, coverage shall be (1) currently
authorized by the Insurance Commissioner to transact business of
insurance . in the State of California, and (2) assigned
' Policyholders' Rating A (or higher) and Financial Size Category
Class VIII (or larger) in accordance with the latest edition of
Best's Key Rating Guide: Property -Casualty. Coverages shall be
provided as specified in the Standard Specifications for Public
Works Construction, except as modified by the Special Provisions.
The Workers' Compensation Insurance Certification shall be
executed and delivered to the Engineer along with a Certificate Of
Insurance for workers' compensation prior to City's execution of
the Contract.
5191
Page 8
' PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS, that
' WHEREAS, the City Council of the City of Newport Beach, State
of California, by motion adopted has awarded
to hereinafter
' designated as the "Principal", a contract for
(Contract No. ) in
the City of Newport Beach, in strict conformity with the Drawings
' and Specifications and other contract documents in the office of
the City Clerk of the City of Newport Beach, and all of which are
incorporated herein by this reference;
' WHEREAS, said Principal has executed or is about to execute
Contract No. and the terms thereof require the furnishing
of a bond, providing that if Principal or any of Principal's
' subcontractors, shall fail to pay for any materials, provisions, or
other supplies 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,
' as Principal, and
'as Surety, are held firmly bound unto the City of Newport Beach, in
the sum of Dollars ($ ) ,
' said sum being equal to 100% of the estimated amount payable by the
City of Newport Beach under the terms of the contract; for which
payment well and truly 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 Principal or his/her subcontractors, fail to pay for any
materials, provisions, or other supplies, 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,
or for any amounts required to be deducted, withheld and paid over
to the Employment Development Department from the wages of
' employees of the Principal and subcontractors pursuant to Section
13020 of the Unemployment Insurance Code with respect to such work
and 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 3250
of the Civil Code of the State of California.
5/91
Page 8A
The bond shall inure to the benefit of any and all persons,
companies, and corporations entitled to file claims under Section
3181 of the California Civil Code so as to give a right to them or
their assigns in any suit brought upon this bond, as required by
and in accordance with the provisions of Sections 3247 et. seq. of
the Civil Code of the State of California.
And said Surety, for value received, hereby stipulates and
agrees that no change, extension of time, alterations or additions
to the terms of the contract or to the work to be performed
thereunder or the specifications accompanying the same shall in any
wise 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 that any principal above named executed this bond
as an individual, it is agreed that the death of any such principal
shall not exonerate the Surety from its obligations under this
bond.
IN WITNESS WHEREOF, this instrument has been duly executed by
the above named Principal and Surety, on the day of
, 19_.
Name of Contractor (Principal) Authorized Signature/Title
Name of Surety
Address of Surety
Authorized Agent Signature
Telephone
NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED
5/91
Page 9
FAITHFUL PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS, That
WHEREAS, the City Council of the City of Newport Beach, State
of California, by motion adopted has awarded
to hereinafter
designated as the "Principal", a contract for
(Contract No. )in
the City of Newport Beach, in strict conformity with the Contract,
Drawings and Specifications and other contract documents in the
office of the City Clerk of the City of Newport Beach, all of which
are incorporated herein by this reference;
WHEREAS, Principal has executed or is about to execute
Contract No. and the terms thereof require the
furnishing of a bond for the faithful performance of the Contract;
NOW, THEREFORE, we,
as Principal, and
as Surety, are held firmly bound unto the -City of Newport Beach, in
the sum of Dollars ($ ),
said sum being equal to 100% of the estimated amount of the
contract, to be paid to the City or its certain attorney, its
successors, and assigns; for which payment well and truly 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 Principal, its heirs, executors, administrators,
successors, or assigns, shall in all things stand to and abide by,
and well keep truly and perform the covenants, conditions, and
agreements in the Contract and any alteration thereof made as
therein provided on its part, to be kept and performed at the time
and in the manner therein specified, and in all respects according
to its true intent and meaning, and shall indemnify and save
harmless the City of Newport Beach, its officers, employees and
agents, as therein stipulated, then this obligation shall become
null and void; otherwise it shall remain in full force and effect.
As a part of the obligation secured hereby, and in addition to
the fact amount specified in this Performance Bond, there shall be
included costs and reasonable expenses and fees, including
reasonable attorneys fees, incurred by the City, in the event it is
required by bringing any action in law or equity to enforce the
obligations of this Bond.
Surety, for value received, stipulates and agrees that no
change, extension of time, alterations or additions to the terms of
the contract or to the work to be performed thereunder or to the
specifications accompanying the same shall in any wise affect its
5/91
Page 9A
obligations on this bond, and it does hereby waive notice of any
such change, extension of time, alterations or additions of the
contract or to the work or to the specifications.
This Faithful Performance Bond 'shall be extended and
maintained by the Principal in full force and effect for six (6)
months following the date of formal acceptance of the Project by
the City.
In the event that the principal executed this bond as an
individual, it is agreed that the death of any such principal shall
not exonerate the Surety from its obligations under this bond.
IN WITNESS WHEREOF, this instrument has been duly executed by
the Principal and Surety above named, on the day of
, 19_
Name of Contractor (Principal)
Name of Surety
Address of Surety
Authorized Signature/Title
Authorized Agent Signature
Telephone
NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED
5191
Page 10
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DESCRIPTION OF
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ORMED FOR THE CITY OF NEWPORT
BEACH BY OR ON BEHALF OFLTHEnNAMED
INSURED IN CONNECTION
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FOLLOWING
NTRACTERF
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PROJECT TITLE AND
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SHOULD ANY OF HE ABOVE DESCRIBED POLICIES BE NON -RENEWED.
CANCELLED OR COVERAGE REDUCED BEFORE THE EXPIRATION DATE THE
CITY OF NEWPORT BEACH
NEWPORT
COVERAGE SHALL PROVIDE 36 DAYS MIN. ADVANCE
P.O. BOX
P.O.
COMPANY AFFORDING
NOTICE TO HE CRY OF NEWPORT BEACH BY REGISTERED MAIL
NEWPORT BLVD.
ATTENTION:
NEWPORT BEACH, CA. 92659-1768
AUTHORIZED REPRESENTATIVE ISSUE GATE
n
J
Page 11
GENERAL LIABILITY INSURANCE ENDORSEMENT
It is agreed that:
1. With respect to such insurance as is afforded by the policy
for General Liability, the City of Newport Beach, its officers
and employees are additional insureds, but only with respect
to liability arising out of operations performed by or on
behalf of the named insureds in connection with the contract
designated below or acts and omissions of the additional
insureds in connection with its general supervision of such
operations. The insurance afforded said additional insured(s)
shall apply as primary insurance and no other insurance
maintained by the City of Newport Beach shall be called upon
to contribute with insurance provided by this policy.
2. The policy includes the following provision:
"The insurance afforded by the policy applies
separately to each insured against whom claim
is made or suit is brought, except with
respect to the limits of liability of the
company affording coverage.
3. The insurance afforded by the policy for Contractual Liability
Insurance (subject to the terms, conditions and exclusions
applicable to such insurance) includes liability assumed by
the named insured under the indemnification or hold harmless
provision contained in the written contract designated below,
between the named insured and the City of Newport Beach.
4. With respect to such insurance as is afforded by this policy,
the exclusions, if any, pertaining to the explosion hazard,
collapse hazard and underground property hazard (commonly
referred to as "XCU" hazards) are deleted.
5. The limits of liability under this endorsement for the
additional insureds) named in Paragraph 1 of this endorsement
shall be the limits indicated below written on an "Occurrence"
basis:
( ) Commercial ( ) Comprehensive
General Liability $ each occurrence
$ aggregate
The applicable limit of Contractual Liability for the company
affording coverage shall be reduced by any amount paid as
damages under this endorsement in behalf of the additional
insured(s).
5/91
Page 11A
The limits of liability as stated in this endorsement shall
not increase the total liability of the company affording
coverage for all damages as the result of any one occurrence
in excess of the limits of liability stated in the policy as
applicable to General Liability Insurance.
6. Should the policy be non -renewed, canceled or coverage reduced
before the expiration date thereof, the Issuing Company shall
provide 30 days' advance notice to the City of Newport Beach
by registered mail, Attention: Public Works Department.
7. Designated Contract:
Project Title and Contract No.
This endorsement is effective at 12:01 a.m.
and forms a part of Policy No. of
(Company Affording Coverage).
Insured:
ISSUING COMPANY
By:
Authorized Representa
5/91
Endorsement No.:
I
1
1
Page 12
AUTOMOBILE LIABILITY INSURANCE ENDORSEMENT
It is agreed that:
1. With respect to such insurance as is afforded by the policy
for Automobile Liability, the City of Newport Beach, its
officers and employees are additional insureds, but only with
respect to liability for damages arising out of the ownership,
maintenance or use of automobiles (or autos) used by or on
behalf of the named insured in connection with the contract
designated below. The insurance extended by this endorsement
to said additional insured does not apply to bodily injury or
property damage arising out of automobiles (1) owned by or
registered in the name of an additional insured, or (2) leased
or rented by an additional insured, or (3) operated by an
additional insured. The insurance afforded said additional
insured(s) shall apply as primary insurance and no other
insurance maintained by the City of Newport Beach shall be
called upon to contribute with insurance provided by this
policy.
2. The policy includes the following provision:
"The insurance afforded by the policy applies
separately to each ,insured who is seeking
coverage or against whom a claim is made or
suit is brought, except with respect to the
limits of liability of the company affording
coverage."
3. The limits of liability under this endorsement for the
additional insureds named in Paragraph 1. of this endorsement
shall be the limits indicated below for either Multiple Limits
or Single Limit:
( ) Multiple limits
Bodily Injury Liability $ per person
Bodily Injury Liability $ per accident
Property Damage Liability $
( ) Combined Single Limit
Bodily Injury Liability &
Property Damage Liability $
The limits of liability as stated in this endorsement shall
not increase the total liability of the company affording
coverage for all damages as the result of any one accident or
occurrence in excess of the limits of liability stated in the
policy as applicable to Automobile Liability Insurance.
5/91
Page 12A
4. Should the policy be non -renewed, canceled or coverage reduced
before the expiration date thereof, the Issuing Company shall
provide 30 days' advance notice to the City of Newport Beach
by registered mail, Attention: Public Works Department.
5. Designated Contract:
Project Title and Contract No.
This endorsement is effective at 12:01 a.m.
and forms a part of Policy No. of
(Company Affording Coverage).
Insured: Endorsement No.:
ISSUING COMPANY
By:
Authorized Representative
5/91
Page 13
WORKERS' COMPENSATION INSURANCE CERTIFICATION
"I am 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 I will comply with such
provisions before commencing the performance of the work of this
contract."
Date Name of Contractor (Principal)
Contract Number Authorized Signature and Title
Title of Project
5/91
I
Page 14
CONTRACT
THIS AGREEMENT, entered into this day of r
19_, by and between the CITY OF NEWPORT BEACH, hereinafter "City,"
and , hereinafter
"Contractor," is made with reference to the following facts:
A. City has heretofore advertised for bids for the following
described public work:
Title of Proj—ect Contract No.
B. Contractor has determined by City to be the lowest
responsible bidder on said public work, and Contractor's
bid, and the compensation set forth in this contract, is
based upon a careful examination of all plans and
specifications by Contractor,
NOW, THEREFORE, the parties hereto agree as follows:
1. Contractor shall furnish all materials and perform all of
the work for the construction of the following described
public work:
Title of Project Contract No.
which project is more fully described in the contract documents.
Contractor shall perform and complete this work in a good and
workmanlike manner, and in accordance with all of the contract
documents.
I
2. As full compensation for the performance and completion
of this work as prescribed above, City shall pay to
Contractor the sum of
Dollars ($ ). This compensation
includes:
(a) Any loss or damage arising from the nature of the
work,
(b) Any loss or damage arising from any unforeseen
difficulties or obstructions in the performance of
the work,
(c) Any expense incurred as a result of any suspension
or discontinuance of the work,
but excludes any loss resulting from earthquakes of a
magnitude in excess of 3.5 on the Richter Scale and tidal
waves, and which loss or expense occurs prior to
acceptance of the work by City.
5/91
J
Page 14A
3.
All of the respective rights and obligations of City and
Contractor are set forth in the contract documents. The
contract documents are incorporated herein by reference
as though set out in full and include the following:
(a) Notice Inviting Bids
'
(b) Instructions to Bidders and documents referenced
therein
(c) Payment Bond
1
(d) Faithful Performance Bond
(e) Certificate of Insurance and Endorsement(s)
(f) Plans and Special Provisions for
1
Title of Project Contract No.
(g) This Contract
(h) Standard Specifications of Public Works
1
Construction (current Edition) and all supplements
4.
Contractor shall assume the defense of, pay all expenses
of defense and hold harmless, City and its officers,
employees and representatives from all claims, loss or
damage, injury and liability of every kind, nature and
description by reason of or arising out of the negligent
'
or willful conduct of the Contractor, his/her employees,
agents and subcontractors in the performance of the
Project, except such loss or damage caused solely by the
1
active negligence of City or its officers, employees and
representatives.
IN
WITNESS WHEREOF, the parties hereto have caused this
1
contract
to be executed the day and year first written above.
CITY OF NEWPORT BEACH
1
A Municipal Corporation
1
By.
Mayor
APPROVED
AS TO FORM:
1
1
CITY ATTORNEY Name of Contractor
ATTEST:
ICITY
CLERK Authorized Signature and Title
�1
III
5191
1
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
SPECIAL PROVISIONS
INDEX
READILY ACHIEVABLE ADA ALTERATIONS AND
PRIORITY STRUCTURAL ADA ALTERATIONS
CONTRACT NO. 2941
I. SCOPE OF WORK............................................................................ 1
II. CONTRACTOR'S LICENSES AND PERMITS ...................................... 1
111. HOURS OF WORK........................................................................... 2
IV. TIME OF COMPLECTION................................................................. 2
V. LIQUIDATED DAMAGES..........................:........................................ 2
VI. PRECONSTRUCTION MEETING........................................................ 3
VII. SHOP DRAWINGS AND SUBMITTALS ............................................... 3
Vill. PAYMENT AND BID BREAKDOWN ................................................... 3
IX. CONTRACTOR'S ACCESS AND WORK AREAS .................................. 3
X. WORKER'S VEHICLE PARKING......................................................... 4
XI. SECURITY, STORMS, VENTILATION AND NOISE
DURINGCONSTRUCTION...............................................................4
' XII. SUPPLEMENTAL SPECIFICATONS AND PLANS
FOR READILY ACHIEVABLE ADA ALTERATIONS .............................. 4
(see following pages)
' SP 1 of 4
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
SPECIAL PROVISIONS
' READILY ACHIEVABLE ADA ALTERATIONS and
PRIORITY STRUCTURAL ADA ALTERATIONS
' CONTRACT NO. 2941
1. SCOPE OF WORK
The work to be done under this contract includes constructing
' alterations to facilities at 39 sites throughout the City of Newport
Beach; and performing other incidental items of work as
necessary to complete the work in place.
All work necessary for the completion of this contract shall be
done in accordance with (1) these Special Provisions, plus the
Supplemental Specifications and Plan B-5146-L attached hereto;
(2) Plan B-5147-S, (3) the Uniform Building Code, 1991 Edition; (4)
' the Standard Special Provisions and Standard Drawings for Public
Works Construction, 1991 Edition; and (5) the Standard
CnPrifirations for Public Works Construction, 1991 Edition,
' including Supplements.
The Standard Special Provisions and Standard Drawings may be
' purchased at the Public Works Department for Ten Dollars
($10.00). The Standard Specifications may be purchased from, BNI
Publications, Inc., 3055 Overland Avenue, Los Angeles, California
90034; telephone (310) 202-7775.
' 11. CONTRACTOR'S LICENSES AND PERMITS
At the time of bid opening and until the completion of work, the
Contractor shall possess a General Building Contractor "B"
License.
From the start and until the completion of work, the Contractor
shall possess a Business License issued by the City of Newport
Beach Finance Department.
n
'
SP2of4
Prior to the start of work, the Contractor shall obtain no -cost
Building, Electrical and Plumbing Permits issued by the City of
'
Newport Beach Building Department.
HOURS OF WORK
Because of the proximity of the work sites to residential property,
the following provisions of Section 10.28.040 of the Municipal
Code shall apply:
'
(A) No person shall operate any tool, equipment, or machine in
a manner which produces loud noise that disturbs, or could
disturb, a person of normal sensitivity who works or resides
'
in the vicinity on any weekday except between the hours of
7:00 a.m. and 6:30 p.m., nor on any Saturday except
between the hours of 8:00 a.m. and 6:00 p.m.
(B) No person shall operate any tool, equipment or machine in
a manner which produces a loud noise that disturbs, or
'
could disturb, a person of normal sensitivity who works or
resides in the vicinity, on any Sunday or any Holiday.
IV. TIME OF COMPLETION
The Contractor shall complete all construction within 120
consecutive working days after the start of on -site work or by
April 28, 1995, whichever occurs first. To achieve this schedule
'
without being assessed liquidated damages, the Contractor
should consider constructing during extended work hours or on
Saturdays as detailed below.
V. LIQUIDATED DAMAGES
For each consecutive calendar day after April 28, 1995, as
adjusted in accordance with 'Subsection 6.6 of the Standard
'
Specifications, the Contractor shall pay to the City or have
withheld from monies due the Contractor, the sum of $500.00 in
lieu of the $250.00 specified in the Standard Specifications.
11
VI.
SP 3 OF 4
PRECONSTRUCTION MEETING
A preconstruction meeting will be set at the convenience of the
Contractor. This meeting shall take place at least two weeks
before the start of on -site construction, but not before the
Contractor has provided all required shop drawings and
submittals, a bid breakdown, and a schedule of work to the
Engineer.
Said work schedule shall be in sufficient detail to show the
chronological relationship of all activities associated with the
project, including the hourly deadlines required to keep buildings
and facilities functional during City work days.
VII. SHOP DRAWINGS AND SUBMITTALS
The Contractor shall provide three copies each of shop drawings
and submittals for the Engineer's review and approval in
accordance with Section 2-5.3 of the Standard Specifications.
Shop drawings and submittals are required as described
hereinafter and as listed in the Standard Specifications.
Vill. PAYMENT AND BID BREAKDOWN
The Contractor shall submit a bid breakdown to the Engineer as
specified under Section VI above. The lump sum prices for each
item of work shown in the bid breakdown shall be considered as
full compensation for labor, equipment, materials and all other
things necessary to complete the work in place at each site, and
no additional allowance will be made therefor.
IX. CONTRACTOR'S ACCESS AND WORK AREAS -
Access to certain City buildings and facilities may be limited
because of ongoing City business activity. The City will make
every attempt to provide the Contractor access to the buildings
for off-loading construction materials and equipment, for
construction, and for loading haul -away items.
SP4of4
The Contractor may enclose work areas with a 6-foot minimum
height chain link fence, if desired. The work areas shall contain
all of the Contractor's materials, supplies, equipment, machinery,
'
toilets, workbenches, etc. Only the Contractor's and worker's
vehicles may be located outside of the work areas.
X. WORKER'S VEHICLE PARKING
There are no special priorities for parking Contractor's or worker's
vehicles at City sites. 'Since parking is congested at some sites,
the Contractor shall monitor and control all vehicles associated
with the work to assure that they are parked in locations
approved by the City.
XI. SECURITY STORMS VENTILATION AND NOISE DURING
'
CONSTRUCTION
Whenever the Contractor removes an exterior door from a
building, the Contractor shall provide, install and maintain
security at that door, yet maintain access to the building.
The construction period anticipates that some work to be
completed during the storm season. Therefore, should a storm
occur when the Contractor is performing work on a building, the
'
Contractor shall provide, install and maintain storm protection as
needed to prevent wind and/or rain from entering that building.
' MI.
1
The Contractor shall provide, install and maintain any and all
extraordinary measures necessary to supply uncontaminated
fresh air and to mitigate construction noise whenever the
Contractor is performing work on a building during City business
'hours.
ACHIEVABLE ADA ALTERATIONS (see
following pages)
/
I
I
SUPPLEMENTAL SPECIFICATIONS
'
Readily Achievable ADA Alterationiis
TABLE OF CONTENTS
�b
'
DIVISION 2 - STTEWORK
'
02200 Earthwork
1-5
02514 Portland Cement Concrete Paving
1- 5
DIVISION 3 - CONCRETE
03200 Reinforcing Steel
1- 2
'
03300 Cast in Place Concrete
1- 3
DIVISION 4 - MASONRY (Not Used)
'
DIVISION 5 - METALS
05720 Ornamental handrails and railings
1- 7
'
DIVISION 6 - WOOD AND PLASTICS
06200 Finish Carpentry
1- 2
DIVISION 7 - THERMAL AND MOISTURE PROTECTION
07900 Sealants
1- 4
DIVISION 8 - DOORS AND WINDOWS
08410 Aluminum Entrances and Storefronts
1- 3
08700 Finish Hardware
1 - 4
08800 Glass and Glazing
1- 3
'
DIVISION 9 - FINISHES
09250 Gypsum Drywall
1- 3
09650 Resilient Flooring
1 - 6
09900 Painting
1 - 6
DIVISION 10 - SPECIALTIES
10160 Toilet Partitions
1- 2
10400 Identifying Devices
1- 2
10800 Toilet and Bath Accessories
1 - 2
Contents
Page 1 of 2
C'
DIVISION 11- EQUIPMENT (Not Used)
DIVISION 12 - FURNISHINGS (Not Used)
DIVISION 13 - SPECIAL CONSTRUCTION (Not Used)
DIVISION 14 - CONVEYING SYSTEMS (Not Used)
DIVISION 15 - MECHANICAL
15400 Plumbi
DIVISION 16 - Not L
END OF TABLE OF i
I
J
u
`J
,SECTION 02200 - EARTHWORK
PART1-GENERAL
101 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Sta�cifications for Public
Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
The extent of earthwork is shown on drawings including:
1. Demolition and excavation for footings
2. Preparation of subgrade for walk and ramp slabs, walks, footings,, landscape
areas and pavements.
3. Filling and backfilling excavations.
1.03 QUALITY ASSURANCE:
A. Codes and Standards: Perform excavation work in compliance with applicable
requirements of governing authorities having jurisdiction.
1.04 JOB CONDITIONS:
A. Existing Utilities: Locate existing underground utilities in areas of work. if utilities
are to remain in place, provide adequate means of protection during earthwork operations.
Should uncharted, or incorrectly charted, piping or other utilities be encountered during
excavation, consult Engineer immediately for directions. Cooperate with Engineer and
utility companies in keeping respective services and facilities in operation. Repair
damaged utilities to satisfaction of Engineer.
B. Protection of Persons and Property: Barricade open excavations occurring as part of
this work and post with warning lights. Operate warning lights as recommended by
authorities having jurisdiction. Protect structures, utilities, sidewalks, pavements, and
other facilities from damage caused by settlement, lateral movement, undermining,
washout and other hazards created by earthwork operations.
PART 2-PRODUCTS
2.01 SOIL MATERIALS:
A. Definitions:
1. Satisfactory soil materials are defined as those complying with American
Association of State Highway and Transportation Officials (AASHTO) M145, soil
classification Groups A-1, A-2-4, A-2-5, and A-3.
02200
Page 1 of 5
2. Unsatisfactory soil materials are those defined in AASHTO M145 soil
classification Groups A-2-6, A-2-7, A-4, A-5, A-6, and A-7; also, peat and other
highly organic soils.
3. Subbase Material: Naturally or artificially graded mixture of natural or crushed
gravel, crushed stone, crushed slag, natural or crushed sand.
4. Backfill and Fill Materials: Satisfactory soil materials free of clay, rock or
gravel larger than 2" in any dimension, debris, waste, vegetables and other
deterious matter.
PART 3 - EXECUTION
3.01 EXCAVATION:
Excavation consists of removal and disposal of material encountered when establishing required
finish grade elevations.
A. Earth excavation includes removal and disposal of pavements and other obstructions
visible on ground surface, underground structures and utilities indicated to be demolished
and removed, material of any classification indicated in data on subsurface conditions, and
other materials encountered that are net classified as unauthorized excavation.
B. Unauthorized excavation consists of removal of materials beyond indicated subgrade
elevations or dimensions without speck direction of Engineer. Unauthorized excavation,
as well as remedial work directed by Engineer, shall be at Contractor's expense.
C. Stability of Excavations: Slope sides of excavations to comply with local codes and
ordinances having jurisdiction. Shore and brace where sloping is not possible because of
space restrictions or stability of material excavated. Maintain sides and slopes of
excavations in safe condition until completion of backtilling.
D. Shoring and Bracing: Provide materials for shoring and'bracing, such as sheet piling,
uprights, stringers and cross -braces, in good serviceable condition. Establish
requirements for trench shoring and bracing to comply with local codes and authorities
having jurisdiction. Maintain shoring and bracing in excavations regardless of time period
excavations will be open. Carry down shoring and bracing as excavation progresses.
E. Dewatering: Prevent surface water and subsurface or ground water from flowing into
excavations and from flooding project site and surrounding area. Do not allow water to
accumulate in excavations. Remove water to prevent softening of foundation bottoms,
undercutting footings, and soil changes detrimental to stability of subgrades and
foundations. Provide and maintain pumps, well points, sumps, suction and discharge
lines, and other dewatering system components necessary to convey water away from
excavations. Convey water removed from excavations and rain water to collecting or
runoff areas. Establish and maintain temporary drainage ditches and.other diversions
02200
Page 2 of 5
outside excavation limits for each structure. Do not use trench excavations as temporary
drainage ditches. ,
F. Material Storage: Stockpile satisfactory excavated materials where directed, until
required for backfill or fill. Place, grade and shape stockpiles for proper drainage. Locate
and retain soil materials away from edge of excavations. Dispose of excess soil material
and waste materials as herein specified.
G. Excavation for Pavements: Cut surface under pavements to comply with cross -
sections, elevations and grades as they exist on site new pavement shall be at the same
elevations and no change in drainage shall occur.
H. Excavation for Trenches: Dig trenches to the uniform width required for particular
item to be installed, sufficiently wide to provide ample working room. Excavate trenches
to depth indicated or required. Carry depth of trenches for piping to establish indicated
flow lines and invert elevations. Grade bottoms of trenches as indicated, notching under
pipe bells to provide solid bearing for entire body of pipe. Backfill trenches with concrete
where trench excavations pass within 18" of column or wall footings and which are
carried below bottom of such footings, or which pass under wall footings. Place concrete
to level of bottom of adjacent footing. (Concrete is specified in Division-3.) Do not
backfill trenches until tests and inspections have been made and backfilling authorized by
Engineer. Use care in backfilling to avoid damage or displacement of pipe systems.
3:02 COMPACTION:
A. General: Control, soil compaction during construction providing minimum percentage
of density specified for each area classification.
B. Percentage of Maximum Density Requirements: Compact soil to not less than the
following percentages of maximum dry density for soils which exhibit a well- defined
moisture density relationship determined in accordance with ASTM D 1557-78; and not
less than the following percentages of relative density, determined in accordance with
ASTM D 4253 and D 4254, for soils which will not exhibit a well-defined moisture -
density relationship.
C. Primary concern will be in providing a firm uniform base for the foundations and
slabs.
D. Moisture Control: Where subgrade or layer of soil material must be moisture
conditioned before compaction, uniformly apply water to surface of subgrade, or layer of
soil material, to prevent free water appearing on surface during or subsequent to
compaction operations. Remove and replace, or scarify and air dry, soil material that is
too wet to permit compaction to specified density.
3.03 BACKFILL AND FILL.
A. General: Place acceptable soil material in layers to required subgrade elevations, for
each area classification listed below. Native on site soils are acceptable as fill material.
02200
Page 3 of 5
Import soil shall meet the requirements for "satisfactory soil" as defined in these
specifications.
1. In excavations, use satisfactory excavated and reconditioned or borrow
material.
2. Under walks, use subbase material, or satisfactory excavated or borrow
material, or combination of both.
B. Backfill excavations as promptly as work permits, but not until completion of the
following: •
1. Acceptance of construction below finish grade including, where applicable,
dampproofing, waterproofing, and perimeter insulation.
2. Inspection, testing, approval, and recording locations of underground utilities.
C. Ground Surface Preparation: Remove vegetation, debris, unsatisfactory soil materials,
obstructions, and deleterious materials from ground surface prior to placement of fills.
Plow, strip, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so that fill
material will bond with existing surface. When existing ground surface has a density less
than that specified under "Compaction" for particular area classification, break up ground
surface, pulverize, moisture condition to optimum moisture content, and compact to
required depth and percentage of maximum density.
D. Placement and Compaction: Place backtlll and fill materials in layers not more than 6"
in loose depth for material compacted by heavy compaction equipment, and not more than
4" in loose depth for material compacted by hand operated tampers. Before compaction,
moisten or aerate each layer as necessary to provide optimum moisture content. Compact
each layer to required percentage of maximum dry density or relative dry density for each
area classification. Place backfilland fill materials evenly adjacent to structures, to
required elevations. Take care to prevent wedging action of backfill against structures by
carrying material uniformly around structure to approximately same elevation in each lift.
3.04 GRADING:
A. General: Uniformly grade areas within limits of grading under this section, including
adjacent transition areas. Smooth finished surface within specified tolerances, compact
with uniform levels or slopes between points where elevations are shown, or between
such points and existing grades.
B. Grading Outside Building Lines: Grade areas adjacent to building lines to drain away
from structures and to prevent ponding. Finish surfaces free from irregular surface
changes, and as follows:
1. Walks: Shape surface of areas under walks to line, grade and cross-section,
with finish surface not more than 0.10' above or below required subgrade
elevation.
02200
Page 4 of 5
2. Pavements: Shape surface of areas under pavement to line, grade and cross-
section, with finish surface not more than 1/2" above or below required subgrade
elevation.
C. Compaction: After grading, compact subgrade surfaces to the depth and percentage of
maximum density for each area classification.
3.05 FIELD QUALITY CONTROL
A. Quality Control Testing During Construction: Allow testing service to inspect and
approve subgrades and fill layers before further construction work is performed. Perform
field density tests in accordance with ASTM D 1556 (sand cone method) or ASTM D 2937
(drive cylinder method), or ASTM D 2922 (nuclear method).
1. Footing Subgrade: "Subsequent to footing excavations, conduct observations
and/or tests, when applicable, to verify proper footing subgrade conditions.
Subsequent verifications and approval of each footing subgrade may be based on
a visual comparison of each subgrade with related tested strata, when acceptable to
the Engineer".
3.06 MAINTENANCE:
A. Protection of Graded Areas: Protect newly graded areas from traffic and erosion.
Keep free of trash and debris. Repair and re-establish grades in settled, eroded, and rutted
areas to specified tolerances.
END OF SECTION 02200
SECTION 02514 - PORTLAND CEMENT CONCRETE PAVING
PART1-GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
A. Extent of portland cement concrete paving is shown on drawings, including curbs,
gutters, walkways and ramps.
B. Prepared subbase is specified in Section 02200.
C. Concrete and related materials are specified in Section 03300.
D. Joint fillers and sealers are specified in Section 07900.
1.03 OUALITY ASSURANCE:
A. Codes and Standards: Comply with local governing regulations if more stringent than
herein specified.
1.04 SUBMITTALS:
Furnish samples, manufacturer's product data, test reports, and materials' certifications as
required in referenced sections for concrete and joint fillers and sealers.
PART 2-PRODUCTS
2.01 MATERIALS:
A. Forms: Steel, wood, or other suitable material of size and strength to resist movement
during concrete placement and to retain horizontal and vertical alignment until removal.
Use straight forms, free of distortion and defects. Use flexible spring steel forms or
laminated boards to form radius bends as required. Coat forms with a non -staining form
release agent that will not discolor or deface surface of concrete.
B. Reinforcing Bars: Deformed steel bars, ASTM A 615, Grade 40.
C. Concrete Materials: Comply with requirements of applicable Section 03200 sections
for concrete materials, admixtures, bonding materials, curing materials, and others as
required.
D. Expansion Joint Materials: Comply with requirements of applicable Section 07900 for
preformed expansion joint fillers and sealers.
' 02514
Page 1 of 5
E. Liquid -Membrane Forming Curing Compound: Complying with ASTM C 309, Type '
I, Class A unless other type acceptable to Engineer. Moisture loss not more than 0.055
gr./sq. cm. when applied at 200 sq. ft./gal.
F. Bonding Compound: Polyvinyl acetate or acrylic base, rewettabie type.
Comply with requirements of applicable sections in 03300 for concrete mix design, sampling and
testing, and quality control, and as herein specified.
Design mix to product normal -weight concrete consisting of pordand cement, aggregate, water -
reducing or high -range water -reducing admixture (super -plasticizer), air -entraining admixture and
water to produce the following properties:
Compressive Strength: 2000 psi, minimum at 28 days, unless otherwise indicated.
Slump Range: 6" for concrete containing HRWR admixture (super -plasticizer); 3" for other
concrete.
PART 3-EXECUTION
3.01 SURFACE PREPARATION: '
Remove loose material from compacted subbase surface immediately before placing concrete.
Proof -roll prepared subbase surface to check for unstable areas and need for additional '
compaction. Do not begin paving work until such conditions have been corrected and are ready to
receive paving.
3,02 FORM CONSTRUCTION:
Set forms to required grades and lines, rigidly braced and secured. Install sufficient quantity of '
forms to allow continuous progress of work and so that forms can remain in place at least 24
hours after concrete placement.
Check completed formwork for grade and alignment to following tolerances: '
Top of forms not more than 1/8" in 10'.
Vertical face on longitudinal' axis, not more than 1/4" in 10'. ,
Clean forms after each use, and coat with form release agent as often as required to ensure
separation from concrete without damage. ,
3.03 REINFORCEMENT:
Locate, place and support reinforcement as specked in Sections 03200 and 03300, unless '
otherwise indicated.
02514 '
Page 2 of 5 ,
3.04 CONCRETE PLACEMENT:
A. General: Comply with requirements of Sections 03200 and 03300, for mixing and
placing concrete, and as herein specified.
B.' Do not place concrete until subbase and forms have been checked for line and grade.
moisten subbase if required to provide a uniform dampened condition at time concrete is
placed. Do not place concrete around manholes or other structures until they are at
required finish elevation and alignment.
C. Place concrete using methods which prevent segregation of mix. Consolidate concrete
along face of forms and adjacent to transverse joints with internal vibrator. Keep vibrator
away from joint assemblies, reinforcement, or side forms. Use only square -faced shovels
for hand -spreading and consolidation. Consolidate with care to prevent dislocation of
reinforcing, dowels, and joint devices.
Use bonding agent at locations where fresh concrete is placed,against hardened, or partially
hardened concrete surfaces.
Deposit and spread concrete in a continuous operation between transverse joints, as far as
possible. If interrupted for more than 1/2-hour, place a construction joint.
3.05 JOINTS:
A. General: Construct expansion, weakened -plane and construction joints true -to -line
with face perpendicular to surface of concrete. Construct transverse Joints at right angles
to the centerline, unless otherwise indicated.
1. Spacing of joints shall be installed to provide concrete areas as square as
possible. Spacing of additional joints shall not exceed 12 feet in the greatest
dimension.
2. When joining existing structures, place transverse joints to align with
previously placed joints, unless otherwise indicated.
B. Weakened -Plane (Contraction) Joints: Provide weakened -plane (contraction) joints,
sectioning concrete into areas as required to prevent cracking. Construct weakened -plane
joints for a depth equal to at least 1/4 concrete thickness, as follows:
1. Tooled Joints: Form weakened -plane joints in fresh concrete by grooving top
portion with a recommended cutting tool and finishing edges with a jointer.
2. Sawed Joints: Form weakened-pland joints using powered saws equipped with
shatterproof abrasive or diamond -rimmed blades. Cut joints into hardened
concrete as soon as surface will not be torn, abraded, or otherwise damaged by
cutting action.
02514
Page 3 of 5
11
C. Construction Joints: Place construction joints at end of placements and at locations
where placement operations are stopped for a period of more than 1/2-hour, except where
such placements terminate at expansionloints.
1. Construct joints as shown or, if not shown, use standard metal keyway -section
forms.
2. Where load transfer -slip dowel devices are used, install so that one end of each
dowel bar is free to move.
D. Expansion Joints: Provide premolded joint filler for expansion joints abutting concrete
curbs, catch basins, manholes, inlets, structures, walks and other fixed objects, unless
otherwise indicated.
Extend joint fillers full -width and depth of joint, and not less than 1/2" or more than 1"
below finished surface where joint sealer is indicated. if no joint sealer, place top of joint
filler flush with finished concrete surface.
Furnish joint fillers in one-piece lengths for full width being placed, wherever possible.
Where more than one length is required, lace or clip joint filler sections together.
Protect top edge of joint filler during concrete placement with a metal cap or other
temporary material. Remove protection after concrete has been placed on both sides of
joint.
C. Fillers and Sealants: Comply with requirements of Section 07900 for preparation of
joints, materials, installation, and performance.
3.06 CONCRETE FIPIISHING:
After striking -off and consolidating concrete, smooth surface by screeding and floating. Use
hand methods only where mechanical floating is not possible. Adjust floating to compact surface
and produce uniform texture.
After floating, test surface for trueness with a 10' straightedge. Distribute concrete as required to
remove surface irregularities, and refloat repaired areas to provide a continuous smooth finish.
Work edges of slabs, gutters, back top edge of curb, and formed joints with an edging tool, and
round to 1/2" radius, unless otherwise indicated. Eliminate tool marks on concrete surface.
After completion of floating and troweling when excess moisture or surface sheen has
disappeared, complete surface finishing, as follows:
A. Finish "Broom Finish": Finish by drawing a fine -hair broom across concrete surface,
perpendicular to line of traffic. Repeat operation if required to provide a fine line texture
acceptable to Engineer.
1. Walks: Soft Broom.
2. Table Pads: Soft Broom.
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Page 4 of 5
3. Drinking Fountain Pads: Soft Broom.
On inclined slab surfaces, provide a coarse, non -slip finish by scoring surface with a stiff -bristled
broom, perpendicular to line of traffic.
3.07 CURING:
Protect and cure finished concrete paving, complying with applicable requirements of Section
03200 ans 03300. Use membrane -forming curing and sealing compound or approved moist -
curing methods.
#B .. i. n ..• •
A. Repair or replace broken or defective concrete, as directed by Engineer.
B. Drill test cores where directed by Engineer, when necessary to determine magnitude of
cracks or defective areas. Fill drilled core holes in satisfactory pavement areas with
portland cement concrete bonded to pavement with epoxy adhesive.
C. Protect concrete from damage until acceptance of work. Exclude traffic form
pavement for at least 14 days after placement. When construction traffic is permitted,
maintain pavement as clean as possible by removing surface stains and spillage of
materials as they occur.
Sweep concrete pavement and wash free of stains, discolorations, dirt and other foreign
material just prior to final inspection.
END OF SECTION 02514
' SECTION 03200 - REINFORCING STEEL
' PART1-GENERAL
1.01 RELATED DOCUMENTS'
' Drawings and general provisions of the Contract, including the Standard l&cifications for Public
Works Construction, apply to work of this section.
' 1.02 DESCRIPTION:
Provide steel reinforcing as required in the contract drawings and specifications.
1.03 OUALITY ASSURANCE:
' A. Materials, fabrication and installation shall comply with latest primed recommendations
of Concrete Reinforcing Steel Institute (CRSn:
' B. TestingLaboratoryshall perform test on all reinforcing materials in accordance with
American Society for Testing and Materials.
C. Certification that tests have been performed and materials comply with test standards
' shall be sent to the Engineer.
D. No materials shall be used on the project that do not conform to the requirements of
' these specifications.
2.01 MATERIALS:
A. Reinforcing Bars: ASTM A 615 Grade Concrete Grade 60 Deformed and,Masonry
Grade 40 Deformed
' B. Welded Wire Fabric: ASTM A 185, 6 x 6 -10 x 10 WWF. Furnish in flat sheet, not
rolls.
' C. Tie Wires: Annealed steel, 161/2 Gage minimum.
1. Bar Supports and spacing of same shall be per recommendations set forth in
' Chapter 3 of the CRSI Manual.
2. For slabs -on -grade use supports with sand plates or horizontal runners where
' base materials will not support chair legs.
3.01 FABRICATION OF REINFORCING BARS:
' A. Bending and Forming: Fabricate bars of the indicated sizes and bend and form to
required shapes and lengths by methods not injurious to materials. Do not heat.
03200
Page 1 of 2
II
reinforcement for bending. Bars with unscheduled kinks or bends are subject to rejection.
Use tested and approved bar materials.
3.02 INSTALLATION OF REINFORCING:
A. All installations shall be performed in accordance with written standards of the
"Concrete Reinforcing Steel Institute".
B. Provide additional bars at sleeves and openings as required to properly reinforce
concrete whether specifically shown on drawing or not.
C. Positioning and clearances per tolerance given in "American Concrete Institute" (ACI
3A) Standards.
�3lik) �3iI II�'II,Y[i�
Perform all work of this Section under supervision of experienced and capable superintendent.
He shall assure that materials and installation complies with Contract documents, CRSI and
ASTM.
END OF SECTION 03200
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SECTION 03300 -CAST-IN-PLACE CONCRETE
PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
' 1.02 DESCRIPTION OF WORK:
Extent of cast -in -place concrete shall include structure and paving portland cement concrete as
indicated on drawings and specified herein.
1.03 OUALITY ASSURANCE:
Codes and Standards: Comply with provisions of the following:
A. ACI 301 "Specifications for Structural Concrete for Buildings".
B. ACI 318 "Building Code Requirements for Reinforcing Concrete".
C. Uniform Building Code. (1985 Edition)
PART 2-PRODUCTS
A. Concrete Materials:
1. Portland Cement; ASTM C 150, Type I or Type H unless otherwise acceptable
to Engineer.
2. Normal Weight Aggregates: ASTM C 33, and as herein specked. Provide
aggregates from a single source for exposed concrete.
3. Water: Potable.
4. Air -Entraining Admixture ASTM C-260:
E. Curing Compound: Shall be compound that contains no wax, paraffins or oils.
Compound shall not inhibit any further treatment of the concrete surfaces.
F. Mix Proportions and Design: Proportion mixes complying with mix design
procedures specified in ACI 301.
1. Submit written report to Engineer for each proposed concrete mix atleast 15
days prior to start of work. Do not begin concrete production until mixes have
been reviewed and are acceptable to Engineer.
03300
Page 1 of 3
2. Mix designs may be adjusted When material characteristics, job conditions,
weather, test results or other circumstances warrant. Do not use revised concrete
mixes until submitted to and accepted by Engineers.
3. Use air -entraining admixture: "Air -Entraining admixture in concrete may be
required at the option of the Engineer".
G. Ready Mix Concrete: Comply with requirements of ASTM C 94, and as herein
specified. During hot weather, or under conditions contributing to rapid setting of
concrete, a shorter mixing time than specified in ASTM C 94 may be required.
3.02 REINFORCING:
Refer to Section 03200 "Reinforcing Steel".
3.03 SUB -SLAB FILL:
A. Under concrete paving (exterior), use sub -base material or satisfactory excavated or
borrow material.
3.04 INSTALLATION OF EMBEDDED ITEMS:
A. General: Set and build into work anchorage devices and other embedded items
required for other work that is attached to, or supported by, cast -in -place concrete. Use
setting drawings, diagrams, instructions and directions provided by suppliers of items to
be attached thereto.
1. Table Anchor Bolts
2. Drinking Fountain AnchorBolts
3.05 CONCRETE PLACEMENT:
A. Concrete Placement: Comply with ACI, planning concrete in a continuous operation
within planned joints or sections. Do not begin placement until work of other trades
affecting concrete is completed.
B. Consolidate placed concrete using mechanical vibrating equipment with hand rodding
and tamping, so that concrete is worked around reinforcement and other embedded items
and into forms.
C. Protect concrete from physical damage or reduced strength due to weather extremes
during mixing,.placement and.curing.
1. In cold weather comply with ACI 306.
2. In hot weather comply with ACI 305.
03300
Page 2 of 3
' 3 06 CONCRETE CURING AND PROTECTION:
' A. General: Protect freshly placed concrete from pre -mature drying and excessive cold or
hot temperatures. Start initial curing as soon as free water has disappeared from concrete
' surface after placing and finishing. Begin final curing procedures immediately following
initial curing and before concrete has -dried.
B. Curing Methods: Perform curing of concrete by moist curing, by moisture retaining
' cover curing, by membrane curing, and by combinations thereof. Continue final curing
for at least 7 days in accordance with ACI 301 procedures. Avoid rapid drying -at end of
final curing period.
3.09 PROTECTION ON CONCRETE
A. Concrete surfaces exposed -to -view must be protected from damage, marring and
' deterioration during construction. Contract shall cover or provide other means of
protection to concrete surfaces.
END OF SECTION 03300
I
SECTION 05720 - ORNAMENTAL HANDRAILS AND RAILINGS
PART1-GENERAL
101 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1.02 SUMMARY:
Provide metal handrail fabrications as indicated, specified and required.
A. Work In This Section: Principal items include:
1. Railings and Supports
2. All other miscellaneous metal fabrications required to complete the work.
3. Patching and repair of existing areas where handrails are to be removed.
1.03 DEFINITIONS:
A. Reference Standards: Conform to the following as applicable:
1. ASTM E 985 for railing -related terms apply to this section
2. AA "Specifications for Aluminum Structures".
1.04 SYSTEM PERFORMANCE REQUIREMENTS:
A. Handrail and railing systems to withstand structural loads as required by current code
requirements at the time of fabrication. Allowable design working stresses of railing
materials shall be based on the following:
1. AA "Specifications for Aluminum Structures".
B. Structural Performance of Handrails and Railing Systems: Fabricate and install
handrails and railing systems to comply with requirements of ASTM E 985 for structural
performance based on the following:
1. Testing performed in accordance with ASTM E 894 and ASTM E 935.
C. Design criteria shall conform to the following 1991 UBC requirements: of
1. 200# concentrated load.
2. 50#/linear foot for uniform loading.
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D. Control of Corrosion: Prevent galvanic action and other forms of corrosion by
insulation metals and other materials from direct contact with incompatible materials.
E. Thermal Movements: Allow for thermal movement resulting from the following
maximum change (range) i ambient temperature in the design, fabrication, and installation
of handrails and railings to prevent buckling, opening of joints, and over stressing of
components, connections, and other detrimental effects. Base design calculations on
actual surface temperatures of materials due to both solar heat gain and nighttime sky heat
loss.
1.05 SUBMITTALS:
Submit the following in accordance with Conditions of Contract and the Standard Specifications
for Public Works Construction:
A. Shop Drawings: Submit Shop Drawings fully detailing all Work of this Section,
including plans, elevations, sections, details of components, and attachments to other units
of work.
B. Samples for initial selection purposes in form of manufacturer's color charts showing
full range of colors available for those units with factory applied color finishes.
C. Samples for verification purposes of each type of exposed finish required, prepared on
components indicated below that are of the same thickness and metal indicated for final
unit of work. where finishes involve normal color and texture variations, include sample
sets showing full range of variations expected.
1. 6" long sections of each distinctly different linear railing members.
2. Fittings and Brackets.
1.06 OUALITY ASSURANCE:
A. Single Source Responsibility: Obtain handrails and railing systems of each type and
material from a single manufacturer.
Q1;tTr��ffCiI3:T�#
A. Store handrails and railing systems in clean, dry, location, away from uncured
concrete and masonry, protected against damage of any kind. Cover with waterproof
paper, tarpaulin, or polyethylene sheeting; allow for air circulation inside the covering.
1.08 PROJECT CONDITIONS:
A. Field Measurements: Where handrails and railings are indicated to fit to other construction,
check actual dimensions of other construction by accurate field measurements before fabrication;
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Page 2 of 7
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show recorded measurements on final shop drawings. Coordinate, fabrication schedule with
construction progress to avoid delay of work. e
1.09 SEOUENCE AND SCHEDULING:
A. Sequence and coordinate installation of wall handrails as follows:
1. Mount handrails only on completed walls. Do not support handrails
temporarily by and means not satisfying structural performance requirements.
PART 2-PRODUCTS
2.01 MANUFACTURERS:
A. Manufacturer: Subject to compliance with requirements, provide handrails and railing
systems of one of the following, or,equal:
1. Blum: Julius Blum & Co.
2. Blumcraft of Pittsburgh
3. Crane Veyor Corp. (South El Monte)
2,�2 METALS:
General: provide metal forms and types that comply with requirements of referenced standards
and that are free from surface blemishes where exposed to view in the finished unit. Exposed -to -
view surfaces exhibiting pitting, seam marks,ioller marks, stains, discoloration, of other
imperfections on finished units are not acceptable.
A. Aluminum: Allow and temper recommended by aluminum producer and finisher for
type of use and finish indicated and with not less than the strength and durability
properties of the alloy and temper designated below for each aluminum form required.
1. Extruded Bar and Shapes: ASTM B 221, 6063-T5/T52
2. Extruded Pipe and Tube: ASTM B 429, 6063-T5/T52
3. Drawn Seamless Tube: ASTM B 483, 6063-T832
4. Plate and Sheet: ASTM B 209, 6061-T6
5. Die and Hand Forgings: ASTM B 247, 6061-T6
6. Castings: ASTM B 26, 356-T6
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2.02 FASTENERS:
A. Fasteners for Anchoring Railings to Other Construction: Select fasteners for the type,
grade, and class required to produce connections that are suitable for anchoring railing to
other types of construction indicated and capable of withstanding design loadings.
1. Provide fasteners fabricated from type 304 stainless steel.
2. Review existing railings and match as closely as possible the size and type to
allow minimal patching and repair of existing finished surfaces.
B. Fasteners for Interconnecting railing components: use stainless steel fasteners unless
otherwise indicated. Do not use metals that are corrosive or incompatible with materials
joined.
1. Provide concealed fasteners for interconnection of handrail and railing
components and for their attachment to other work, except where otherwise
indicated.
2,03 FABRICATION:
Fabricate handrails and railing systems to comply with requirements indicated for design, '
dimensions, details, finish, and member sizes, including wall thickness of hollow members, post
spacings, and anchorage, but not less than that required to support structural loads.
A. Pre -assemble railing systems in shop to greatest extent possible to minimize field
splicing and assembly. Disassemble units only as necessary for shipping and handling
limitations. Clearly mark units for re -assembly and coordinated installation. Use ,
connections that maintain structural value of joined pieces. Clearly mark units for re-
assembly and coordinated installation.
B. Form changes in direction of railing members as follows:
1. By insertion of prefabricated elbow fittings.
2. By radius bends of radius indicated of required. '
3. By mitering at elbow ends.
4. By bending.
5. By any method indicated above, applicable to change of direction involved. ,
C. Nonwelded Connections: Fabricate railing systems and handrails for connection of
members by means of railing manufacturer's standard concealed mechanical fasteners and
05720 '
Page 4 of 7 ,
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fittings unless otherwise indicated: Fabricate members and fittings to produce flush,
smooth, rigid, hairline joints.
1. fabricate splice joints for field connection using structural epoxy adhesive
where this represents manufacturer's standard splicing method.
D. Brackets, Flanges, Fittings, and Anchors: Provide manufacturer's standard wall
brackets, flanges, miscellaneous fittings, and anchors for connection of handrail and
railing members to other construction.
E. Provide inserts and other anchorage devices for connecting handrails and railing
systems to concrete of masonry work. Fabricate anchorage devices capable of
withstanding loadings imposed by handrails and railing systems. Coordinate anchorage
devices with supporting structure.
F. For handrails that are exposed to exterior or to moisture from condensation or other
sources, provide weep holes or other means for evacuation of entrapped water in hollow
sections of railing members.
G. Fabricate joints that will be exposed to weather in a manner to exclude water.
H. Close exposed ends of handrail and railing members by use of manufacturer's
standard prefabricated fittings.
I. Provide wall retums.at ends of wall mounted handrails, unless otherwise indicated.
Close ends of returns unless clearance between end of railing and wall is 1/4" or less.
2.04 FINISHES. GENERAL:
A. Comply with NAAMM "Metal Finishes Manual" for recommendations relative to
application and designations of finishes.
B. Protect mechanical finishes on exposed surfaces from damage by application of
strippable, temporary protective covering prior to shipment.
C. Variations in appearance of abutting or adjacent pieces are not acceptable if they are
within 1/2 of the range of approved samples. Noticeable variations in the same piece are
not acceptable. Variations in appearance of other components are acceptable if they are
within range of approved samples and they are assembled of installed to•minimize
contrast.
2.05 ALUMINUM FINISHES:
A. Finish designations prefixed by "AA" conform to the system established by the
aluminum Association for designating aluminum finishes.
B. Class I Color Anodized Finish: AA-M12C22A42/A34 (Mechanical Finish: as
fabricated, nonspecular; chemical finish: etched, medium matte; Anodic coating: Class I
05720
Page 5 of 7
Architectural, film thicker than .07 mil with integral color or electrolytically deposited
color) complying with AAMA 606.1 or 608A.
Color: Medium Bronze (match existing handrail system).
PART 3-EXECUTION
3.01 PREPARATION:
A. Coordinate setting drawings, diagrams, templates, instructions, and directions for
installation of anchorages, such as sleeves, concrete inserts, anchor bolts, and
miscellaneous items having integral anchors, that are to be imbedded in concrete as
masonry construction, Coordinate delivery of such items to project site.
3.02 INSTALLATION. GENERAL:
A. Fit exposed connections accurately together to form tight, hairline joints.
B. Cutting, Fitting, and Placement: Perform cutting, drilling and fitting required for
installation of handrails and railings. Set handrails and railings accurately in location,
alignment, and elevation, measured from established lines and levels and free from neck.
C. Do not weld, cut, or abrade surfaces of handrails and railing components.that have
been coated or finished after'fabrication and are intended for field connection by
mechanical or other means without further cutting or fitting.
D. Set posts plumb within a tolerance of 14' in 12 feet.
E. Align rails so that variations from level for horizontal members and from parallel with
rake of steps and ramps for sloping members do not exceed IK' in 12 feet.
F. Adjust handrails and railing systems prior to anchoring to ensure matching alignment at
abutting joints. Space posts at interval indicated but not less than required by structural
loads.
Q Fastening to In -Place Construction; Use anchorage devices and fasteners where
necessary for securing handrails and railings to in -place construction.
3.03 RAILING CONNECTIONS:
A. Nonwelded Connections: Use manufacturer's standard -mechanical or adhesive joints
for permanently connecting railing components. Use wood blocks and padding to prevent
damage to railing members and fittings. seal recessed holes of exposed locking screws
using plastic filler cement colored to match finish of handrails and railingsystems.
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Page 6 of 7
3 04 ATTACHMENT OF HANDRAILS TO WALLS:
A. Attach handrails to wall with wall brackets and end fittings. Provide bracket with not
less than 1 1/2" clearance from inside face of handrail and finished wall surface. See
current "ADA" (Americans with Disabilities Act) Guidelines.
' B. Locate brackets as indicated, or if not indicated, at spacing required to support
structural loads, see 1.04.
' C. Secure wall brackets and wall return fittings to building construction as follows:
1. Use type of bracket with flange tapped for concealed anchorage to threaded
' hanger bolt.
2. For concrete and solid masonry anchorage, use drilled -in expansion,shield and
' either concealed hanger bolt or exposed lag bolt as applicable.
3. For wood partitions, use lag bolts set securely into existing studs or wood
backing between studs.
' 4. For steel framed gypsum board assemblies, fasten brackets directly to steel
framing of concealed anchors using self -tapping screws of size and type required
' to support structural loads, SEE 1.04.
3.05 ADJUSTMENT:
A. Clean the following metals by washing thoroughly with clean water and soap, follow
by rinsing with clean water.
1. Aluminum
3.06 PROTECTION:
A. Protect finishes of railing systems and handrails from damage during construction
period by use of temporary protective coverings approved by railing manufacturer.
Remove protective covering at time of substantial completion.
B. Restore finishes damaged during installation and construction period so that no
evidence remains of correction work. Return items that cannot be refinished in the field to
the shop; make required alterations and refinish entire unit or provide new units.
END OF SECTION 05720
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Page 7 of 7
SECTION 06200 - FINISH CARPENTRY
PART 1- GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
A. Definition: Finish carpentry includes carpentry work which is exposed to view, is
non-structural, and which is not specified as part of other sections.
1.03 SUBMITTALS:
A. Shop Drawings: Submit shop drawings showing dimensioned plans and elevations,
large scale details, attachment devices and other components.
1.04 PRODUCT DELIVERY STORAGE AND HANDLING:
A. Protect finish carpentry materials during transit, delivery, storage and handling to
prevent damage, soiling and deterioration.
1.05 JOB CONDITIONS:
A. Conditioning: Installer shall advise Contractor of temperature and' humidity,
requirements for finish carpentry installation areas. Do not install finish carpentry until
required temperature and relative humidity conditions have been stabilized and will be
maintained in installation areas.
PART2-PRODUCTS
2.01 WOOD PRODUCT QUALITY STANDARDS:
A. Softwood Lumber Standards: Comply with PS 20 and with applicable grading rules
of the respective grading and inspecting agency for the species and product indicated.
B. Plywood Standard: Comply with PS UANSI A199.1.
C. Hardwood Lumber Standard: Comply with National Hardwood Lumber Association
(NHLA) rules.
D. Woodworking Standard: Where indicated for a specific product comply with specked
provision of the following:
1. Woodwork Institute of California (WIC) "Manual of Millwork".
06200
Page 1 of 3
'I
2,02 MATERIALS:
A. General:
1. Net sizes are indicated. Provide dressed or worked and dressed lumber, as
applicable, manufactured to the actual sizes as required by PS 20 or to actual sizes
and patterns as shown, unless otherwise indicated.
2. Moisture Content of Softwood Lumber: Provide seasoned (KD) lumber having
a moisture content from time of manufacture until time of installation not greater
than values required by the applicable grading rules of the respective grading and
inspecting agency for the species and product indicated.
3. Kiln -dry wood after treatment to a maximum moisture content of 15% for
plywood, 19% for lumber.
4. Inspect each piece of lumber and plywood or each unit of finish carpentry after
drying; do not use twisted, warped, bowed or otherwise damaged or defective
wood.
PART 3-EXECUTION
3.01 INSTALLATION:
A. Discard units of material which are unsound, warped,bowed, twisted, improperly
treated, not adequately seasoned or too small to fabricate work with minimum -of optimum
jointing arrangements, or which are of defective manufacturer with respect to surfaces,
sizes or patterns.
B. Install the work plumb, level, true and straight with no distortions. Shim as required
using concealed shims. Install to a tolerance of 1/8" in 8'0" for plumb and level counter
tops; and with 1/16" maximum offset in flush adjoining 1/8" maximum offsets in revealed
adjoining surfaces.
C. Scribe and cut work to fit adjoining work, and refinish cut surfaces or repair damaged
finish at cuts.
D. Anchor finish carpentry work to anchorage devices or blocking built-in or directly
attached to substrates. Secure to grounds, stripping and blocking with counter- sunk,
concealed fasteners and blind nailing as required for a complete installation. Except where
prefmished matching fasteners heads are required, use fine finishing hails for exposed
nailings, countersunk and filled flush with finished surface, and matching fnalfimish
where transparent is indicated.
06200
Page 2 of 3
' 3 02 ADJUSTMENT CLEANING FINISHING AND PROTECTION:
A. Repair damaged and defective finish carpentry work wherever possible to eliminate
defects functionally and visually; where not possible to repair properly, replace
woodwork. Adjust joinery for uniform appearance.
' B. Clean finish carpentry work on exposed and semi-exposedsurfaces. Touch-up shop -
applied finishes to restore damaged or soiled areas.
' C. Protection: Installer of finish carpentry work shall advise -Contractor of final
protection and maintained conditions necessary to ensure that work will be without
damage or deterioration at time of acceptance.
' END OF SECTION 06200
1
06200
Page 3 of 3
SECTION 07900 - SEALANTS
PART 1-GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
A. This Section contains specifications pertaining to all weather -sealing and caulking
throughout the project unless specified otherwise, and becomes a part of all sections
containing reference to this Section, or where materials of the types specified in this
Section are required by the drawings.
B. The work includes caulking and sealing of openings and joints indicated, specified,
and required to make entire building weatherproof and watertight.
C. Specific requirements contained in the various trade sections making reference to this
Section supersede general or conflicting requirements herein.
1.03 GENERAL REOUIREMENTS:
A. Warranty: Provide written warranty for all caulking and sealants against all defects of
material for five years and -defects of application for a period of two years after date of
acceptance. All failures that may occur within the warranty period, due to defective
application or materials, upon written notification of such failure, shall be repaired or
replaced with proper materials and labor,•at no additional cost to the City.
B. Submit to the Engineer samples of the various types (and colors where applicable) of
materials specified, prior to delivery of materials to the job and the portions ofthe work
for which the materials are intended.
C. Deliver materials to the job in original unopened containers bearing manufacturer's
name, product designation and date of manufacture. Products upon which the shelf date
has expired shall not be permitted on the job.
D. Install materials specified herein in compliance with manufacturer's instructions. Send
copies of manufacturer's instructions to Engineer at least 2 weeks before application.
PART 2-PRODUCTS
2.01 MATERIALS:
Use sealants of the following types. Unless specified or directed otherwise, use materials to
match color of adjacent materials. Where adjacent materials on each side of the joint are different
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Page 1 of 4
colors, the Engineer will select sealant colors. If the desired color is not available from one
manufacturer, select proper color from another manufacturer.
A. Joint Conditions:
1. Joints between metal frame and masonry. Sealant (#2).
2. Expansion and control joints. Sealant (#3).
3. Exterior sills, jambs, and heads of window frames, door frames, louvers and
similar openings. and where metal, wood or other materials abut or join plaster or
each other, shall have sealant applied around their perimeters. Sealant (#2).
4. Other exterior joints as indicated or shown.
Sealant (01), (0 or (0).
B. Sealants:
1. Sealant #1 shall be a three-part polyepoxide urethane sealant meeting Federal
Specification TT-S-00227E, Class A, Type H, such as Tremco Dymeric, as
manufactured by Tremco Incorporated, Cleveland, Ohio, or equal.
2. Sealant#2 shall be a one -part solvent cure acrylic sealant meeting Federal
Specification TT-S-230, such as Tremco Mono, as manufactured by Tremco
Incorporated, Cleveland, Ohio, or equal.
3. Sealant #3 shall be a two-part chemically curing polyurethane meeting Federal
Specification TT-S-00227E, Class A, Type I, (Self -Leveling) or Class A, Type II
(Non -Sag), such as THC-900/901, as manufactured by Tremco Incorporated,
Cleveland, Ohio, or equal.
C. Primer for sealants shall be as recommended by sealant manufacturer.
D. Joint filler for sealant shall be a closed cell, non -absorbent, non -staining material such
as Ethafoam as manufactured by Dow.
E. Bond breakers shall be as recommended by sealant manufacturer.
F. Materials shall be delivered to the job in sealed containerswith manufacturer's original
labels attached. Materials shall be used according to manufacturer's printed instructions.
Color of all sealants shall be as selected by the Engineer from manufacturer's standard
colors.
PART 3-EXECUTION
07900
Page 2 of 4
3 01 MANUFACTURER'S INSPECTION:
A. Provide sealant manufacturer's inspection of conditions prior to start of the work and
initial supervision at the start of each application, in order to insure that any,physical
conditions which would result in defective work are properly corrected before materials
are applied, that properly instructed personnel are available to do the work, and that proper
procedures are being followed. Provide such inspection and supervision by qualified
personnel. Report all unsatisfactory conditions existing at the time of inspection in writing
to the Contractor for correction before proceeding with the work
B. Notify the manufacturer or distributor at least 72 hours prior to the time inspection is
required.
3.02 PREPARATION:
A. Joints and surfaces which are to be caulked or sealed shall be clean, dry and free of
dust, loose mortar and other foreign materials.
B. Clean Ferrous metals of all rust, mill scale and coatings by wire brush, grinding or
sandblasting. Remove oil, grease and/or temporary protective coatings with high
performance cleaners, as, approved by sealant manufacturer, such as Tremco #200
Cleaner.
C. Joint dimensions for sealant should be reviewed and installed in accordance with
sealant manufacturer's printed instructions. In no case should the sealant application be
less than 1/4 inch wide, and 1/4 inch deep, except in specific metal -to -metal curtain wall
applications, and then as recommended by the sealant manufacturer.
Joint depth, for Sealants #1, #2 and #3, shall not exceed its width for joints ranging from
1/4 inch to 1/2 inch wide. For joints over 1/2 wide, the depth of sealant shall be no more
than 1/2 to 5/8 inch.
D. Masonry joint surfaces shall be wire brushed, then air -blown clean. The joint interface
must be free of form release agents or chemical retarders which may interfere with sealant
adhesion and performance.
E. Sealants shall not be applied to masonry joints where a water repellent or masonry
preservative has been applied prior to caulking. Waterproofing treatments should be
applied after caulking.
F. Do not caulk joints until they are in compliance with requirements of the approved
manufacturer of the materials, the details as shown on the drawings, and the specific
requirements of other sections of the specification.
07900
Page 3 of 4
103 APPLICATION:
A. Install joint backing with a blunt instrument so as not'to puncture the surface skin.
Size of joint backing should be determined by taking the joint width and adding 25% to
assure proper compression of backing rod.
B. Apply sealant with a caulking gun, using proper nozzles. Use sufficient pressure to
properly fill the joints with sealant to the backup material.
C. After joints have been completely filled, they shall be neatly tooled to eliminate air
pockets or voids, and to provide a smooth, neat appearing finish in intimate contact with
interfaces and without lapping over onto exposed finished faces. After tooling, surface of
sealant shall be free of ridges, wrinkles, sags, air pockets and embedded impurities.
D. Immediately clean adjacent materials which have been soiled; leave work in a neat,
clean condition,
E. Major authorities recommend a 40°F minimum application temperature for joint sealing
installations because of the possibility of moisture and/or frost contamination on sealing
surfaces. However, it is recognized that applications must be made at lower temperatures.
When this is necessary, steps must be taken to assure clean, dry, frost -free surfaces, and
must be approved by the Contractor.
3.04 WORKMANSHIP:
Workmanship shall be of the highest quality in accordance with the best practice and in strict
compliance with the recommendations of the manufacturer of the materials being used. The
Contractor shall be prepared to show evidence of workmanship of jobs at least three years old.
END OF SECTION 07900
07900
Page 4 of 4
'J
SECTION 08410 - ALUMINUM ENTRANCES AND STOREFRONTS
PART1-GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
A. Extent of aluminum entrances and storefronts is indicated on drawings and schedule.
B. Types of aluminum entrances and storefronts required include the following:
1. Exterior entrance doors.
2. Storefront type framing system.
C. Glazing: Refer to "Glass and Glazing" Section 08800 for glazing requirements for
aluminum entrances and storefronts, including doors specified herein to be factory pre -
glazed.
D. Mortise lock cylinders are specified in Section 08700 hardware section.
1.03 OUALITY ASSURANCE:
Drawings are based on one manufacturer's standard aluminum entrance and storefront system.
Another standard system of a similar and equivalent nature will be acceptable when differences do
not materially detract from design concept or intended performances, as judged solely by
Engineer.
1.04 WARRANTY:
Provide manufacturer and install warranty for material free of defects and workmanship for a
period of one year from date of projects substantial completion.
1.05 SUBMITTALS:
A. Product Data: Submit manufacturer's specifications, standard details, and installation
recommendations for components of aluminum entrances and storefronts required for
project, including test reports certifying that products have been tested and comply with
performance requirements.
B. Shop Drawings: Submit shop drawings for fabrication and installation of aluminum
entrances and storefronts, including elevations, detail sections of typical composite
members, hardware mounting heights, anchorages, reinforcement, expansion provisions,
and glazing.
08410
Page 1 of 3
PART2-PRODUCTS
2 01 ALUMINUM ENTRANCES,•
A. Aluminum entrance shall be KAWNEER swing door No. 190 Door as manufactured
by KAWNEER COMPANY, INC
1. Finish: All exposed framing surfaces shall be free of scratches and other
serious blemishes. Color shall be anodized to match existing finishes.
2. Hardware for entrance doors and frame shall be as follows unless otherwise
noted on drawings:
a. Pivots: Single acting, top and bottom center pivot for use with
concealed overhead closer.
b. Locks: Cylinders specified under Section 08700 - Finish Hardware.
c. Closers: Manufacturer standard, concealed overhead closer.
d. Exit Devices: Not Required.
f. Threshold: Pemko
3. Balance of hardware provided under Section 08700.
2.02 ALUMINUM STOREFRONTS:
A. Aluminum storefronts shall be TRIFAB 450 Framing System Series 450 for 1/4"
glazing as manufactured by Kawneer. Company, •Inc.
1. Finish: All exposed framing surfaces shall be free of scratches and other
serious blemishes. Color shall be anodized to match existing finishes.
2. Fabrication: The framing system shall provide for flush glazing on all sides
with no projecting stops. Entrance framing members shall be compatible with
glass framing in appearance. All single acting entrance frames shall include the
Sealair positive weathering barrier.
PART 3 - EXECUTION
301 PREPARATION:
A. Field Measurement: Take field measurements prior to preparation of shop drawings
and fabrication, to ensure proper fitting of work.
08410
Page 2 of 3
3.02 INSTALLATION:
A. Comply with manufacturer's instructions and recommendations for installation of
aluminum entrances and storefronts.
B. Set units plumb, level, and true to line, without warp or rack of framing members,
doors, or panels. Anchor securely in place, separating aluminum and other corrodible
metal surfaces from sources of corrosion of electrolytic action at points of contact with
other materials.
C. Drill and tap frames and doors and apply surface mounted hardware items, complying
with hardware manufacturer's instructions and template requirements. Use concealed
fasteners wherever possible.
D. Set sill members and other members in bed of sealant as indicated, or with joint fillers
or gaskets as indicated to provide weather tight construction. Comply with requirements
of Section 07900 for sealants, fillers, and gaskets.
E. Refer to "Glass and Glazing" Section 08800 for installation of glass and other panels
indicated to be glazed into doors and framing, and not pre -glazed by manufacturer.
3.04 ADJUST AND CLEAN:
A. Adjust operating hardware to function properly, without binding, and to prevent tight
fit at contact points and weather stripping.
B. Clean completed system, inside and out, promptly after erection and installation of
glass and sealants. Remove excess glazing and joint sealants, dirt, and other substances
from aluminum surfaces.
C. Institute protective measures and other precautions required to assure that aluminum
entrances and storefronts will be without damage or deterioration,other than normal
weathering, at time of acceptance.
END OF SECTION 08410
i
08410
Page 3 of 3
J
SECTION 08700 - FINISH HARDWARE
PART1-GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1,02 DESCRIPTION OF WORK,
Definition: "Finish Hardware" includes items known commercially which are required for swing
doors, except special types of unique and non -matching hardware specified in the same section as
the door and door frame. Types of items in this section include (but are not necessarily limited
to):
1. Hinges
2. Lock cylinders and key
3. Lock and latch sets
4. Bolts
5. Closers
6. Fasteners: All fasteners shall be Stainless Steel
1.03 OUALITY ASSURANCE:
Hardware supplier shall be a direct factory contract supplier who has in his employment a certified
hardware consultant (AHC) who is available at all reasonable times during the course of the Work
for project hardware consultation to the Engineer and Contractor.
A. Exit Doors: Openable at all times from the inside without the use of a key or any
special knowledge or effort.
1.04 SUBMITTALS:
A. Product Data: Submit manufacturer's product data containing drawings or cuts of all
hardware items at same time hardware schedule is submitted. Make submittal in a neat
brochure form and include an index list of all items, with manufacturer's names and
catalog numbers. Furnish all hardware as listed - no substitutions.
B. Hardware Schedule: Submit six copies of schedule at earliest possible date prior to
delivery of hardware. Organize schedule into "Hardware Sets" with an index of doors and
heading, indicating complete designations of every item required for each door or opening.
08700
Page 1 of 5
C. Templates: Furnish hardware templates to each fabricator of doors, frames,and other
work to be factory prepared for the installation of hardware.
1.05 DELIVERY STORAGE AND HANDLING:
A. Acceptance at Site: Individually package each unit of fmish hardware complete with
proper fastening and appurtenances, clearly marked on the outside to indicate contents and
specific locations in the Work.
B. Deliver packaged hardware items at the times and to the locations (shop or field) for
installation, as directed by the Contractor,
R91111-19JUMSIM, •
A. Coordination: Coordinate hardware with other work, Furnish hardware items of
proper design for use on doors and frames of the thickness, profile, swing, security and
similar requirements indicated, as necessary for proper installation and function,
regardless of omissions or conflicts in the information on the Contract Documents.
B. Installation shall conform to local governing agency security ordinance.
1.07 WARRANTY,
A. Provide factory guarantee from hardware supplier as follows:
1, Closers: Five Years.
2. All other hardware: Two Years.
PART2-PRODUCTS
2.01 SCHEDULED HARDWARE:
Requirements for design, grade, function, finish, size and other distinctive qualities of each type
of hardware is indicated in the Schedule.
2.02 MANUFACTURERS:
A. Approval -of manufacturers,
Item
Manufacturer
Acceptable Substitute
Hinges
Mont -Hard
McKinney Stanley
Locks
Schlage
None
Panics
Von Duprin
None
Closers
LCN
None
Silencers
Trimco
Builders Brass Quality
Kickplates
Trimco
Builders Brass Quality
08700
Page 2 of 5
I
Stops & Holders
Trimco
Builders Brass Quality
Thresholds
Reese
Builders Brass Quality
Seals & Bottoms
Reese
Pemko
Cabinets
Lund
None
B. Furnish all items of hardware required to complete the work in accordance with the
manufacturer's instructions. Items of hardware not specified shall be provided even
though inadvertently omitted from this specification. Items shall be of equal quality and
type.
C. Where the exact types of hardware specified are not adaptable to the finished shape or
size of the members requiring hardware, furnish suitable types having as nearly as
practicable the same operation and quality of the type specified, subject to Engineer's
approval.
2.03 MATERIALS:
A. Locksets: All locksets and latchsets shall be as specified. Strikes shall be 16 gage
curved steel, bronze or brass with 2" deep box construction, and have lips of sufficient
length to clear trim and protect clothing.
1. Locks shall have minimum 1/2 inch throw. All deadbolts shall have 1-inch
minimum throw.
2. Comply with requirements of local security ordinances.
3. Lock Series and Design: Schlage D Series
B. Hinges: Outswinging exterior doors shall have nonremovable (NRP) pin. All hinge
open width shall be 180 degrees. Furnish hinges with Stainless Steel pins and flush
bearings.
1. Furnish 3 hinges per leaf to 7 foot 6 inch height. Add one for each additional
30 inches in height or fraction thereof.
2. Exterior hinges with prime finish shall have Mont -Hard K base.
3. Size listed in Hardware Sets indicates height by width.
C. Floor hinges shall have maximum degree dead stop permitted by trim of adjacent
structure. Furnish special pins and longer spindles as may be required.
D. Surface Door Closers: Full rack and,pinion type with removable non-ferrous case and
cast iron body. Provide sex bolts and grommets at all doors. Place Closers inside
building, stairs, and rooms. Closers shall be non -handed, non -sized, and adjustable
where otherwise listed.
1.Drop brackets are required at narrow head rails.
08700
Page 3 of 5
E. Seals: All seals shall be finished to match adjacent frame color. Solid neoprene to be
MIL Spec. R6855-CL III, Grade 40. Sponge neoprene to be MIL Spec. R6130, Type R,
Group C. .
F. Screws: All exposed screws shall be Stainless Steel Phillips Head.
G. Silencers: Furnish silencers for interior hollow metal frames, 3-for single doors, 4 for
pairs of doors. Omit where sound or light seals occur, or for fire -resistive rated door
assemblies.
2.04 FINISH:
A. Match existing finish unless noted otherwise
B. Spray door closers to match other hardware, unless otherwise noted.
C. Color of seals to match frame color.
D. All fasteners shall be Stainless Steel
2.05 KEYING.REOUMEMENTS:
A. Keying of cylinder locks shall be coordinated with the Engineer. For estimate, use
master keying charge. Keying system shall be approved by Engineer in writing. All
exterior doors one KA set x 3 change keys, Stamp all keys "Do not Duplicate".
PART3-EXECUTION
3.01 HARDWARE LOCATIONS:
A. Hinges:
1. Bottom Hinge: 10 inches from door bottom to bottom of hinge.
2. Top Binge: 5 inches from door top to top of hinge.
3. Center Hinge: Center between top and bottom hinge.
4. Extra Hinge: 6 inches from bottom of top hinge to top of extra hinge.
B. Lock: 38 inches from finished floor to center of lever or knob.
C. Push Bar: 45 inches from bottom of door to center of bar.
D. Push Plate: 48 inches from bottom of door to center of plate.
E. Pull Plate: 42 inches from bottom of door to center of pull.
08700
Page 4 of 5
F. Closers: Mount on room side of doors only (no through bolt attachments).
3,02 INSTALLATION:
A. Install each hardware item per manufacturer's instructions and recommendations. Do
not install surface mounted items until finishes have been completed on the substrate. Set
units plumb, level and true to line and location. Adjust and reinforce the attachment
substrate as necessary for proper installation and operation.
3.03 ADJUSTING:
A. Atiinet nnri r.hPek P2ch nneratinQ item of hardware and each door, to ensure proper
operatic
freely a
END OF SEC
r
II
I1
ii
'I
' SECTION 08800 - GLASS AND GLAZING
PART1-GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
Definitions: "Glass" includes prime glass, processed glass, and fabricated glass products.
"Glazing includes glass installation -and materials used to install glass. Types of work in this
section include glass and glazing for. -
A. Entrances and storefronts
B. Window units
1.03 OUALITY ASSURANCE:
A. Prime Glass Manufacturer: One of the following for each type/color/pattem of glass:
1. Ford Glass Company
' 2. Libbey-Owens-Ford Company
3. PPG Industries, Inc.
' B. Prime Glass Standard: FS DD-G-451.
1.04 SUBMITTALS:
' Product Data: Submit manufacturer's technical data for each glazing material and fabricated glass
product required including installation and maintenance instructions.
' PART 2-PRODUCTS
2.01 GLASS PRODUCTS:
' A. Clear Float Glass: Type I, Class 1, quality g3,1/4" thick.
B. Clear Tempered Float Glass: Grade B, Style I, Type I, Class 1, quality q3, 1/4" thick.
2.02 GLAZING SEALANTS AND COMPONENTS:
A. General: Provide color of exposed sealant/compound indicated or if not otherwise
indicated, as selected by Engineer from manufacturer's standard colors. Comply with
08800
Page 1 of 3
manufacturer's recommendations for selection of hardness, depending upon the location
of each application, conditions at time of installation, and performance requirements as
indicated. Select materials, and variations or modifications, carefully for compatibility
with surfaces contacted in the installation.
B. 1-Part Silicone Rubber Glazing Sealant: Elastomeric silicone sealant complying with
VS TT-S-001543,Class A, non -sag. Provide acid type recommended by manufacturer
where only nonporous bond surfaces are contacted; provided nonacid type recommended
by manufacturer where one or more porous bond surfaces are contacted.
C. Oleo -Resinous Glazing Compound: Oil based glazing compound; nonstaining and
non bleeding; provide proper type as required for either channel or face glazing; comply
with FS TT-G-410 for face glazing compound.
D. Vinyl Foam Glazing Tape: Closed cell, flexible,self-adhesive, non -extruding,
polyvinyl chloride foam tape; recommended by manufacturer for exterior,exposed,
watertight installation of glass, with only nominal pressure in the glazing channel; comply
with ASTM D 1667.
2.03 MISCELLANEOUS GLAZING MATERIALS:
A. Cleaners, Primers and Sealers: Type recommended by sealant or gasket manufacturer.
B. Setting Blocks: Neoprene or EPDM, 70-90 durometer hardness, with proven
compatibility with sealants used.
C. Spacers: Neoprene or EPDM, 40-50 durometer hardness with proven compatibility
with sealants used.
f 7�� fl1Yc��itZili�MLil►i
3.01 STANDARDS AND PERFORMANCE:
A. Watertight and airtight installation of each glass product is required, except as
otherwise shown. Each installation must withstand normal temperature changes, wind
loading, Without failure including loss of breakage of glass, failure of sealants or gaskets
to remain watertight and airtight, deterioration of glazing materials and other defects in the
work.
B. Protect glass from edge damage during handling and installation, and subsequent
operation of glazed components of the work. During installation, discard units with
significant edge damage or other imperfections.
C. Comply with combined recommendations and technical reports by manufacturers of
glass and glazing products as used in each glazing channel, and with recommendations of
Flat Glass Marketing Association "Glazing Manual," except where more stringent
requirements are indicated.
08800
Page 2 of 3
II
II
3 02 PREPARATION FOR GLAZING:
' A. Clean glazing channel and other framing members to receive glass, immediately before
glazing. Remove coatings which are not firmly bonded to substrate.
Remove lacquer from metal surfaces where elastomerlc sealants are used.
' B. Apply primer or sealant to joint surfaces where recommended by sealant manufacturer.
3.03 GLAZING:
A. Install setting blocks of proper size in sill rabbet,located 1/4th of glass width from each
corner. Set blocks in thin course of heel -bead compound, if any.
' B. Provide spacers inside and out, of proper size and spacing, for glass sizes larger than
50 united inches, except where gaskets or pre shimmed tapes are used for glazing.
' Provide 1/8" minimum bite of spacers on glass and use thickness equal to sealant width,
except with sealant tape use thicknesss lightly less than final compressed thickness of tape.
C. Tool exposed surfaces of glazing liquids and compounds to provide a substantial
' "wash" away from glass. Install pressurized tapes and gaskets to protrude slightly out of
channel, so as to eliminate dirt and moisture pockets.
D. Clean and trim excess glazing materials from glass and stops or frames promptly after
installation,and eliminate stains and discoloration.
' E. Where wedge-shaped gaskets are driven into one side of channel to pressurize sealant
or gasket on opposite side, provide adequate anchorage to ensure that gasket will not
"walk" out when installation is subjected to movement. Anchor gasket to stop yvith
matching ribs, or by proven adhesives, including embedment of gasket tail in cured heel
' bead.
3.04 CURE PROTECTION AND CLEANING:
' A. Protect exterior glass from breakage immediately upon installation, by use of crossed
streamers attached to framing and held away from glass. Do not apply markers to surfaces
of glass. Remove non -permanent labels and clean surfaces. Cure sealants for high early
' strength and durability.
B. Remove and replace glass which is broken, chipped,cracked, abraded or damaged in
' other ways during construction period, including natural causes,accidents and vandalism.
C. Wash and polish glass on both faces not more than 4 days prior to date scheduled for
inspections intended to establish date of substantial completion in each area of project.
Comply with glass product manufacturer's recommendation for final cleaning.
END OF SECTION 08800
08800
Page 3 of 3
SECTION 09250 - GYPSUM DRYWALL
PART1-GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
Interior and exterior drywall where shown on drawings, finished to a smooth level surface ready
for finish treatment of paint or wall covering.
1.03 )UALITY ASSURANCE:
A. Gypsum Board material, methods, and installation shall comply to standard
Architectural Specifications as printed by "United States Gypsum Company". Where
drawings or specifications do not specifically indicate requirement, the USG
Specifications shall apply. This will include materials, application, details, finishing and
workmanship. % `
1.04 SUBMITTALS:
Product Data: Submit manufacturer's product specifications and installation instructions for each
gypsum drywall component.
1.05 JOB CONDITIONS:
Environmental Conditions: Comply with referenced standards.
PART 2-PRODUCTS
2.01 GYPSUM BOARD:
Provide types as indicated and required in maximum lengths available to minimize joints.
A. Gypsum Board ASTM C 36, 5/8" thick.
B. Water Resistant ASTM C 630, 5/8" thick.
C. Exterior ASTM C 931, 5/8" thick.
D. Type:
1. Regular, tapered unless otherwise indicated.
2. Type 'X' for fire resistance assemblies.
09250
Page 1 of 3
2.02 TRIM ACCESSORIES:
A. General: ASTM C 840 provide manufacturer's standard trim accessories of types
indicated for drywall work,formed of zinc alloy unless otherwise indicated.
223 JOINT TREATMENT MATERIALS:
A. General: ASTM C 473; type recommended by the manufacturer for the application
indicated, except as otherwise -indicated.
B. Joints, fastener, corners and trim shall be feathered out onto panel face and sanded
smooth so as to not be visible when surface finishes are applied over gypsum board,
2.04 MISCELLANEOUS MATERIALS:
A. General: Provide auxiliary materials for gypsum drywall work of the type and grade
recommended by the manufacturer of the gypsum board.
B. Gypsum Board Fasteners: Comply with GA-216.
C. Concealed Acoustical Sealant: USG Acoustical Sealant.
2.05 FINISHES:
A. Primer: Of type recommended by manufacturer of texture finish.
PART 3-EXECUTION
3.01 GENERAL GYPSUM BOARD INSTALLATION REQUIREMENTS:
A. Pre -Installation Conference: Meet at the project site with the installers of related work
and review the coordination and sequencing of work to ensure that everything to be
concealed by gypsum drywall has been accomplished, and that chases, access panels,
openings,supplementary framing and blocking and similar provisions have been
completed. '
B. Gypsum Panel Erection shall comply with USG printed specifications. Place panels
parallel to framing. Attach panels to framing supports by power driven USG screws.
C. Accessories: Joint system, comer beads, meter trim, screws and miscellaneous shall
conform to USG printed specifications.
D. Isolate drywall construction from abutting structural and masonry work; provide edge
trim and acoustical sealants -as recommended by manufacturer.
E. Install wall1partition boards vertically to avoid end -butt joints wherever possible.
09250
Page 2 of 3
I
' 3.02 FINISHES:
' Gypsum Board surfaces that are exposed to view shall match the immediate adjacent drywall
surface.
' 3.03 PROTECTION OF WORK:
Installer shall advise Contractor of required procedures for protecting gypsum drywall work from
damage and deterioration during remainder of construction period.
END OF SECTION 09250
1
1
1
1
1
' 09250
Page 3 of 3
1
11
I
SECTION 09650 - RESILIENT FLOORING
PART1-GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
Extent of resilient flooring and accessories is shown on drawings and in schedules.
1.03 OUALITY ASSURANCE:
A. Product Data: Submit 2 copies of manufacturer's technical data and installation
instructions for each type of resilient tile flooring and. accessory.
B. Samples: Submit 3 sets of samples of each type, color, and finish of resilient flooring
and accessory required, indicating full range of color and pattern variation.
C. Maintenance Instructions: Submit 2 copies of manufacturer's recommended
maintenance practices for each type of resilient flooring and accessory required.
D. Replacement Material: After completion of work, deliver to project site replacement
materials same as materials installed, and as follows:
E. Sheet flooring, as requested by Engineer for future maintainence.
1.05 JOB CONDITIONS:
A. Install resilient flooring and accessories after other finishing operations, including
painting, have been completed. Moisture content of concrete slabs and environmental
conditions must be within limits.recommended by manufacturer of products being
installed.
PART 2 - PRODUCTS:
2.01 MATERIALS:
A. Colors and Patterns: To match existing flooring.
B. Resilient Flooring:
1. Sheet Vinyl Flooring as manufactured by Armstrong World Industries and
complying to Federal Specification SS-T-312B, Type IV.
2. Size: Thickness to match existing sheet flooring.
09660
Page 1 of 3
3. Base:
a. Cove sheet flooring at all base locations dimensions shall be as shown
on drawings.
C. Rubber Base:
1. Rubber top set cove base and carpet base as manufactured by Burke Flooring
Products and complying to Federal Specification SS-W-40a, Type I. Base will be
selected by the Engineer from the Commercial Series or to match existing
conditions.
2. Sizes: To match existing
D. Adhesives (Cements): Waterproof, stabilized type as recommended by flooring
manufacturer to suit material and substrate conditions.
E. Concrete Slab Primer: Non -staining type as recommended by flooring manufacturer.
F. Reducing Strip: 1" x 3/32" black, rubber.
PART 3-EXECUTION
1 0 QI
Installer must examine areas and conditions under which resilient flooring and accessories are to
be installed and must notify Contractor in writing of conditions detrimental to proper and timely
completion of work. Do not proceed with work until unsatisfactory conditions have been cor-
rected in manner acceptable to Installer.
3.02 PREPARATION:
A. Broom clean or vacuum surfaces to be covered, and inspect subfloor. Start of flooring
installation indicates acceptance of subfloor conditions and full responsibility for
completed work.
1. Use leveling compound as recommended by flooring manufacturer for filling
small cracks and depressions in subfloors.
2. Perform moisture tests on concrete slabs to determine that concrete surfaces are
sufficiently cured and ready to receive flooring.
3. Apply concrete slab primer, if recommended by flooring manufacturer, prior to
application of adhesive. Apply m.compliance with manufacturer's directions.
09660
Page 2 of 3
3,03 INSTALLATION:
A. General:
1. Place flooring with adhesive cement in strict compliance with manufacturer's
recommendations. Butt tightly to vertical surfaces, thresholds, nosings, and
edgings. Scribe around obstructions to produce neat joints :laid tight, even, and
straight. Extend flooring into toe spaces, door reveals, and into closets and similar
openings.
B. Accessories:
1. Apply resilient base to walls, columns, pilasters, casework and other
permanent fixtures in rooms or areas where base is required. Install base in
lengths as long as practicable, with preformed corner units, with mitered or coped
inside corners. Tightly bond base to backing throughout length of each piece, with
continuous contact at horizontal and vertical surfaces.
3.04 CLEANING AND PROTECTION:
A. Remove any excess adhesive or other surface blemishes, using neutral type cleaners as
recommended by flooring manufacturer.
B. Finishing: After completion of project and just prior to final inspection of work,
thoroughly clean floors and accessories.
C. Apply polish and buff, with type of polish, apply two coats, and buffing procedures in
compliance with flooring manufacturer's instructions.
END OF SECTION 09660
09660
Page 3 of 3
SECTION 09900 - PAINTING
' PART 1-GENERAL
1.01 RELATED DOCUMENTS:
' Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
' 1.02 DESCRIPTION OF WORK:
A. Extent of painting work is shown on drawings and as herein specified.
' B. The work includes painting and finishing of interior and exterior exposed items and
surfaces throughout project, except as otherwise indicated. Surface preparation, priming
' and coats of paint specified are in addition to shop priming and surface treatment specked
under other sections of work.
' C. "Paint" as used herein means all coating systems materials, including primers,
emulsions, enamel, stains, sealers and fillers, and other applied materials whether used as
prime, intermediate or finish coats.
' D. Paint exposed surfaces whether or not colors are designated in "schedules", except
where natural finish of material is specifically noted as a surface not to be painted. Where
items or surfaces are not specifically mentioned, paint same as adjacent similar materials or
' areas. If color or finish is not designated, Engineer will select these from standard colors
available for materials systems specified.
' E. Shop Priming: Unless otherwise specified, shop priming of ferrous metal items is
included under various sections for structural steel, miscellaneous metal, hollow metal
work, and similar items.
' F. Prefinished Items: Unless otherwise indicated, do not include painting when factory
finishing or installer finishing is specified for such items as (but not limited to) metal toilet
enclosure, prefinished partition systems, acoustic materials, architectural woodwork and
' casework, finished mechanical and electrical equipment including light fixtures, doors and
equipment.
G.Do not paint over any code required labels, such as Underwriter's Laboratories and
' Factory Mutual, or any equipment identification, performance rating, name, or
nomenclature plates.
' 4.03 SUBMPfTALS:
A. Product Data: Submit manufacturer's technical information including paint label
analysis and application instructions for each material proposed for use.
' 09900
Page 1 of 6
B. Samples: Submit samples for Engineer's review of color and texture only. Provide a
listing of material and application for each coat of each finish sample.
1.04 DELIVERY AND ST -R-A-(
A. Deliver materials to job site in original, new and unopened packages and containers
bearing manufacturer's name and label.
B. Store paint material in clean, safe area that will not be hazardous to workman, or
project. Storage and handling shall comply with manufacturer's recommendations.
A. Apply paint and paint products only when temperatures of surface and surrounding air
temperatures and condition conform to paint manufacturer's printed requirements.
2.01 COLORS AND FINISHES:
A. Paint colors, surface treatments, and finishes, are indicated in "schedules" of the
contract documents.
B. Prior to beginning work Engineer will furnish color chips for surfaces to be painted.
Color will be custom blended, as selected by Engineer. Use represented colors when
preparing samples for review.
C. Color Pigments: Pure, non -fading, applicable types to suit substrates and service
indicated.
D, Paint Coordination: Provide finish coats which are compatible with prime paints used.
Review other sections of these specifications in which prime paints are to be provided to
ensure compatibility of total coatings system for various substrates. Upon request from
other trades, furnish information on characteristics of finish materials proposed for use, to
ensure compatible prime coats are used. Provide barrier coats over incompatible primers
or remove and re -prime as required. Notify Engineer in writing of any anticipated
problems using specified coating systems with substrates primed by others.
2.02 MATERIAL QUALM,
A. Provide best quality grade of various types of coatings as regularly manufactured by
acceptable paint materials manufacturers. Materials.not displaying manufacturer's
identification as a standard, best grade product will not be acceptable.
1. Proprietary names used,to designate colors or materials are not intended to
imply that products of name manufacturers are required to exclusion of equivalent
products of other manufacturers.
V
09900 ,
Page 2 of 6
1
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2. Manufacturer's shall be of quality or better, of the following:
a. Sinclair Paint Co.
b. Dunn -Edwards Paint Co.
c. Frazee Industries
d. Benjamin Moore paint Co.
B. Provide undercoat paint produced by same manufacturer as finish coats. Use only
thinners approved by paint manufacturer, and use only within recommended limits.
2.03 EXTERIOR PAINT SYSTEMS (EPS):
A. Provide the following paint systems for various substrates as indicated (on the
drawings and specified herein).
PI Gypsum Wallboard
1st Coat: Pigmented Alklyd Sealer
2nd Coat: &3rd Coat: Exterior Flat Acrylic Emulsion.
P2 Concrete and Masonry
1st Coat: Smooth Latex Block Filler
2nd Coat: Exterior Flat Vinyl Acrylic Latex
P3 Ferrous Metal:
1st Coat: Alkyd Inhibitive Primer.
2nd Coat: Alkyd Undercoat
3rd Coat: Exterior Gloss Alkyd Enamel.
2.04 INTERIOR PAINT SYSTEMS (IPS):
Provide the following paint systems for various substrates as indicated on the drawings and
specified herein.
P1 Gypsum Drywall (DW), Flat:
1st Coat: Plamented Latex Primer.
2nd Coat & 3rd Coat: Flat Vinyl Enamel.
09900
Page 3 of 6
P2 Gypsum Drywall MM .Eggshell:
1st Coat: Plamented Latex Primer.
2nd Coat Ord Coat: Synthetic Alkyd Low Sheen Enamel.
P3 Gypsum Drywall (D%Semi Gloss:
1st Coat: Latex Primer.
2nd Coat Ord Coat: Gloss Alkyd Enamel.
P4 Gypsum Drywall (DW) Gloss: .
1st Coat: Latex Primer.
2nd Coat Ord Coat: Gloss Alkyd Enamel.
P5 Wood, Gloss:
1st Coat: Interior Enamel Undercoater.
2nd Coat Ord Coat: Gloss Alkyd Enamel.
3.01 INSPECTION:
A. Applicator must examine areas and conditions under which painting work is to be
applied and. notify Contractor in writing of conditions detrimental to proper and timely
completion of work. Do not proceed with work until unsatisfactory conditions. have been
corrected in a manner acceptable to Applicator.
B. Starting of painting work will be construed as Applicator's acceptance of surfaces and
conditions within any particular area.
C. Do not paint over dirt, rust, scale, grease, moisture, scuffed surfaces, or conditions
otherwise detrimental to formation of a durable paint film.
A. General: Perform preparation and cleaning procedures in accordance with paint
manufacturer's instructions and as herein specified, for each particular substrate condition.
B. Remove hardware, hardware accessories, machined surfaces, plates, lighting fixtures,
and similar items in place and not to be finish painted, or provide surface applied
protection prior to surface preparation and painting operations. Remove, if necessary, for
complete painting of items and adjacent surfaces. Following completion of painting of
each space or area, reinstall removed items.
09900
Page 4 of 6
C. Touch-up shop -applied prime coats wherever damaged or bare, where required by
other sections of these specifications. Clean and touch-up with same type shop primer.
D. Galvanized & Aluminum: Clean free of oil and surface contaminants with non -
petroleum based solvent.
03 MATERIALS PREPARATION:
A. Mix and prepare painting materials in accordance with manufacturer's directions.
B. Store materials not in actual use in tightly covered containers. Maintain containers
used in storage, mixing and application of paint in a clean condition, free of foreign
materials and residue.
C. Stir materials before application to produce a mixture of uniform density, and stir as
required during application. Do not stir surface film into material. Remove film, and, if
necessary, strain material before using.
3.04 APPLICATION:
A. General: Apply paint in accordance with manufacturer's directions. Use applicators
and techniques best suited for substrate and type of material being applied.
1. Apply additional coats when undercoats, stains or other conditions show
through final coat of paint, until paint film is of uniform finish, color and
appearance. Give special attention to insure that surfaces, including edges,
corners, crevices, welds, and exposed fasteners receive a dry film thickness
equivalent to that of flat surfaces.
2.Finish exterior doors on tops, bottoms and side edges same as exterior faces,
unless otherwise indicated.
3. Plastic faced doors are to have top, bottom and both side edges painted to
match face color.
4. Sand lightly between each succeeding enamel coat.
5. Omit first coat (primer) on metal surfaces which have been shop -primed and
touch-trp painted, unless otherwise indicated.
6. Paint textures on similar adjacent surfaces to match. Example: if door faces
have paint roller texture, door frames shall match roller texture (not brush texture).
B. Scheduling Painting: Apply first coat material to surfaces that have been cleaned, pre-
treated or otherwise prepared for painting as soon as practicable after preparation and
before subsequent surface deterioration.
09900
Page 5 of 6
C. Minimum Coating Thickness: Apply materials at not less than manufacturer's
recommended' spreading rate, to establish a total dry film thickness as indicated or, if not
indicated, as recommended by coating manufacturer.
D. Prime Coats: Apply prime coat of material which is required to be painted or finished,
and which has not been prime coated by others. Recoat primed and sealed surfaces where
there is evidence of suction spots or unsealed areas in first coat, to assure a finish coat
with no burn -through or other defects due to insufficient sealing.
E. Pigmented (Opaque) Finishes: Completely cover to provide an opaque, smooth
surface of uniform finish, color, appearance and coverage. Cloudiness, spotting,
holidays, laps, brush marks, runs, sags, ropiness or other surface imperfections will not
be acceptable.
F. Completed Work: Match approved samples for color, texture and coverage. Remove,
refinish or repaint work not in compliance with specified requirements.
3.05 CLEAN-UP AND PROTECTION:
A. Clean -Up: During progress of work, remove from site discarded paint materials,
rubbish, cans and rags at end of each work day.
B. Protection: Protect work of other trades, whether to be painted or not, against damage
by painting and finishing work. Correct any damage by cleaning, repairing or replacing,
and repainting, as acceptable to Engineer.
1. Provide "Wet Paint" signs as required to protect newly painted finishes.
Remove temporary protective wrappings provided by others for protection of their
work, after completion of painting operations.
2. At the completion of work of other trades, touch-up and restore all damaged or
defaced.painted surfaces.
END OF SECTION 09900
09900
Page 6 of 6
SECTION 10160 - TOILET PARTITIONS
PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
A. Extent of toilet partition work required is shown on drawings, include partitions, trim
and installation.
1.03 OUALITY ASSURANCE:
A. Field Measurements: Take field measurements prior to preparation of shop drawings
and fabrication where possible, to ensure proper fitting of work. However, allow for
adjustments within specified tolerance wherever taking of field measurements before
fabrication might delay work.
B. Coordination: Furnish inserts and anchorages which must be built into other work for
installation of toilet partitions and related work.
C. Manufacturer: Provide toilet partitions and screens produced by one of the following:
1. Global Steel Products Corp.
2. The Mills Company
1.04 SUBMITTALS:
A. Product Data: Submit manufacturer's detailed technical data for materials, fabrication,
and installation, including catalog cuts of anchors, hardware, fastenings, and accessories.
PART 2-PRODUCTS
2.01 MATERIALS:
A. General: Provide materials which have been selected for surface flatness and
smoothness. Exposed surfaces which exhibit pitting, seam marks, roller marks, stains,
discolorations, telegraphing of core material, or other imperfections on finished units are
not acceptable.
B. Partitions shall be Floor Braced, Series 500, as manufactured by the Mills
Compartment Company.
10160
Page 1 of 2
C. Hardware and Accessories: Manufacturer's standard design, heavy-duty operating
hardware and accessories including hinges, latch and keeper, coat hook and door pull. All
hardware and fasteners shall be Stainless Steel.
2.02 FABRICATION:
A. General:
1. Furnish standard doors, panels, screens, and pilasters fabricated for partition
system, unless otherwise indicated. Furnish units with cutouts, drilled holes, and
internal reinforcement to receive partition -mounted hardware, accessories, and
grab bars, as indicated.
2.03 FINISHES:
A. Baked Enamel Finish: Colors to be selected from Manufacturer's standards.
PART 3-EXECUTION
3.01 INSPECTION:
Installer must examine areas and conditions under which toilet partitions and related items are to
be installed, including supporting anchors and supports installed by others, and must notify
Contractor in writing of conditions detrimental to proper and timely completion of work. Do not
proceed with work until unsatisfactory conditions have been corrected in manner acceptable to
Installer.
3.02 INSTALLATION:
A. General: Comply with manufacturer's recommended procedures and installation
sequence. Install partitions rigid, straight, plumb, and level. Provide clearances of not
more than 1/2" between pilasters and panels, and not more than 1" between panels and
walls. Secure panels to walls with not less than two stirrup brackets attached near top and
bottom of panel. Locate wall brackets so that holes for wall anchorages occur in tile
joints, Secure panels with not less than two stirrup brackets located to align with.stirrup
brackets at wall. Secure panels in position with manufacturer's anchoring devices.
3.03 ADJUST AND CLEAN:
A. Hardware Adjustment: Adjust and lubricate hardware for proper operation. Set
hinges on in swinging doors to hold open approximately 30 degrees from closed position
when unlatched. Set hinges on.out swinging doors (and entrance swing doors) to return
to fully closed position.
B. Clean exposed surfaces of partition systems using materials and methods
recommended by manufacturer, and provide protection as necessary to prevent damage.
END OF SECTION 10160
10160
Page 2 of 2
SECTION 10400 - IDENTIFYING DEVICES
' PART1-GENERAL
1.01 RELATED DOCUMENTS
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK
Extent of plaques is indicated on drawings and/or specified herein.
1.03 OUALITY ASSURANCE:
' Drawing and specifications are based on one manufacturer's standard products. Another standard
system of similar and equivalent nature will be acceptable when differences do not materially
detract from design concept or intended performance, as judged solely by Engineer.
' 1.04 SUBMITTALS
Product Data: Submit manufacturers technical data and installation instructions for plaques.
PART2-PRODUCTS
' All signage shall comply with the current Federal Register ADA guidelines with contrasting colors
as indicated on the drawings and shall have Raised Braille symbols to companion the raised letter
text.
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2.01 MANUFACTURER
Subject to compliance with requirements, provide products that comply with all aspects of the
current title 24 and ADA guidelines. Submittal of manufacturer shall be the Contractor's
responsibility and the Engineer has the right to reject suppliers that do not meet the City Standards
for signage. All signage shall be designed for high traffic and durability and shall be suited for the
application intended (indoor of outdoor).
2.02 MATERIALS
A. Toilet Room Plaques - 40-04, 40-05, 40-14, 40-15, 40-24, 40-25, 31-01.1, 28-08,
28-11,
B. Entry Door Signs - 40-32, 28-03, 42-05, 75-05.2,
C. Exterior Signage - 31-02.2, 28-07, 28-121
10400
Page 1 of 2
PART3-EXECUTION
3.01 INSTALLATION
Install units plumb and level, in locations and with mountings as shown on the drawings and/or
specified herein and in accordance with manufacturer's installation instructions.
3.02 CLEANING AND PROTECTION
At completion of installation, clean surfaces in accordance with manufacturer's instructions.
Protect units from damage until acceptance by Engineer.
END OF SECTION 10400
10400
Page 2 of 2
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SECTION 10800 - TOILET AND BATH ACCESSORIES
PART 1 - GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the StandardSl&cifications for Public
Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
Extent of each type of toilet accessory is shown on drawings and schedules.
1.03 OUALITY ASSURANCE:
A. Accessory Locations: Coordinate accessory locations with other work to avoid
interference and to assure proper operation and servicing of accessory units.
B. Products: Provide products of same manufacturer for each type of accessory unit and
for units exposed in same areas, unless otherwise acceptable to Engineer.
C. Manufacturer: Provide toilet accessories as manufactured by Bobrick Washroom
Equip., Inc.
1.04 SUBMITTALS:
Product Data: Submit manufacturer's technical data and installation instructions for each toilet
accessory.
PART 2-PRODUCTS
2.01 SCHEDULE OF TOILET ACCESSORIES:
Manufacturer: Model numbers of toilet accessories listed -below are those of Bobrick Washroom
Equipment, Inc. Refer to the Drawings for the model and number of each selected piece of
equipment.
PART 3 - EXECUTION
3.01 INSPECTION:
Installer must examine substrates, previously installed inserts and anchorages necessary for
mounting of toilet accessories, and other conditions under which installation is to occur, and must
notify Contractor in writing of conditions detrimental to proper and timely completion of work.
Do not proceed with work until unsatisfactory conditions have been corrected in manner
acceptable to Installer.
10800
Page 1 of 2
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3.02 INSTALLATION:
Install toilet accessory units in accordance with manufacturer's instructions, using fasteners which ,
are appropriate to substrate and recommended by manufacturer of unit. Install units plumb and
level, firmly anchored in locations indicated, All fasteners shall be Stainless Steel.
3.03 ADJUST AND CLEAN:
A. Adjust toilet accessories for proper operation and verify that mechanisms function '
smoothly.
B. Clean and polish all exposed surfaces after removing protective coatings.
END OF SECTION 10800
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Page 2 of 2 '
SECTION 15400 - PLUMBING
PART i - GENERAL
1.01 RELATED DOCUMENTS:
Drawings and general provisions of the Contract, including the Standard Specifications for Public
Works Construction, apply to work of this section.
1.02 DESCRIPTION OF WORK:
A. shall include all labor and materials required for the completion of fully operating
plumbing systems including but not necessarily to: installation, back fill and compaction;
obtaining all required licenses, permits, inspections, water meters and connections; all
water distribution;all vents and wastes;floor drainage; fixtures and trim;rough-in and
connect condensate to mechanical appliances. re -pave walkways as necessary.
B. Work specified elsewhere:
1.03 SUBMITTALS:
A. Shop Drawings: Within ten (10) days after award of contract submit to the Engineer
six (6) sets of submittals including catalog cuts of plumbing equipment and complete shop
drawings and materials including that which is required but not specified.
B. As -Built Drawings: During progress of the work maintain an accurate record of all
changes made from the plans. Present professionally done, reproducible plan to Engineer
reflecting changes.
1.04 PRODUCT DELIVERY, STORAGE AND HANDLING:
A. Protect materials during transit, delivery, storage and handling to prevent damage,
soiling and deterioration.
1.05 JOB CONDITIONS:
A. Contractor shall visit site prior to bidding and fully acquaint himself with conditions
affecting installation of the proposed systems.
B. Verify electrical power requirements on site. Confirm accessibility and location of
services.
C. Maintain continuity of service to existing systems without inconvenience or danger to
personnel.
15400
Page 1 of 6
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2.01 GENERAL:
A. Use only new first class materials. Equipment to be identified with name plate.
Electrical equipment to be UL listed. Where required all to be State Fire Marshall
Approved. All insulation shall have a flame spread of not more than 25 and a smoke
density not exceeding 50.
2.02 PIPING MATERIALS:
A. Soil, waste, and vent piping within buildings: Service weight cast iron no -hub soil
pipe unless otherwise noted. Make up with compression -type fittings with stainless steel
clamp and shield assemblies and neoprene joints.
B. Vent piping 21/2" size and smaller above floor may be schedule 40 galvanized steel
pipe made up with cast iron drainage fittings.
C. Sewer and waste exterior. From five feet outside the buildings extra strength vitrified
clay pipe with mechanical joints.
D. Domestic water piping:
1. All hot and cold water piping above the floor shall be Type "L" hard -drawn
copper tube made up with 95-5 solder.
2. Below -grade and below slab shall be Type "K" annealed copper tube made up
above floor.
3. Domestic water piping below ground outside of buildings size 11/2" and
smaller shall be PVC schedule 40. Size 2" and larger shall be PVC Schedule 80 of
Class 315 using Schedule 80 fittings. Only Schedule 40 male adapters are
acceptable. Set pipe a minimum of 18" deep and provide a ground wire connecting
building piping to meter.
E. Condensate -drain and indirect waste piping: Above grade shall be DWV copper with
DW V drainage type fittings. PVC may be used as approved by jurisdictional authorities.
2.03 MISCELLANEOUS MATERIALS:
A. Valves: Gate valves shall be "Walworth",or equal,125 lb. solder ends, all bronze.
Hose bibs shall be "Acorn" 8105-2 wall box at walkways, and 8126 freestanding. Loose
key operated; finished with chrome inside and bronze outside, All hose bibs shall have
built-in vacuum breakers. Crane 252 gas cock shall be used.
B. Valve boxes: All yard boxes to be pre -cast concrete "Brooks Products" with the name
of service on the cover.
15400 '
Page 2.of 6 '
C. Pipe sleeves and escutcheons: All pipe sleeves shall be "Adjusto-Crete", of equal, with
B&C chrome plated escutcheons in all finished areas.
D. Hangers and Supports: All hangers and supports shall be "Grinnel" or equal. Provide
lateral bracing where hangers exceed 18" long. Isolate hangers and supports from piping
with "Semco" Trisolators. Insulate at openings of structure with 1/2" wrap.
E. Vent Flashing: Vent flashing at each vent through the roof shall be heavy AMC
galvanized sheet metal with zinc chromate plating.
F. Water Hammer Arrestors: Water hammer arrestors shall be Stainless Steel bellows
type at all quick closing valves, "J.R. Smith "series 5000. Provide access per code
requirements.
G. Unions: Isolate all dissimilar metals with "EPCO" dielectric unions. Provide NEBCO
623 for 2" and smaller and #740 for larger.
H. Clean outs: Floor clean outs: "J.R. Smith " 4023, 4043. Grade clean outs: "J.R.
Smith " 4253. Wall clean outs: "J.R. Smith " 4553 in tile walls and toilet rooms and
4532 in other areas.
I. Access Plates: Access plates shall be provided at all concealed valves and equipment.
"Milcor" or equal, hinged, rated to match construction, stainless or prime coated steel as
selected by Engineer, equipped with key locking device. In acoustical ceilings provide
with inset to receive ceiling tile.
J. Combination Pressure and Temperature Relief Valves: "Watts Regulator Company" or
equal on storage tanks and water heaters (sized for BTUH input and ASTM stamped).
K. Fixtures and Equipment: All fixtures and equipment shall be as specified and shall be
complete with all stops, supplies, backing drain, chrome plated bronze trim and other
items necessary for a complete operable system and fixture. Fixtures shall be as specified
only and no substitution will be accepted for fixtures.
L. Pipe Wrapping: Coat all buried metal pipe with 30 mils thick "johns Manville" Trantex
lapped 1/2" or factory coated with "Hunt's" process H.P. #11 coal tar wrap. Test with
"Holiday "detector at 7000 volts for defects. Insulate all hot water pipe above grade per
title 24 requirements. Provide canvas finish and adhesive sizing. Hot water pipe
below
grade shall be wrapped with l" minimum foam insulation.
2.04 OTHER MATERIALS:
A. All other materials, not specifically described but required for a complete and proper
installation, shall be new, first quality of their respective kinds and subject to the approval
of the Engineer.
15400
Page 3 of 6
2.05 EXTERIOR DRINKING FOUNTAINS:
For all exterior drinking fountain installations the following piping specifications shall take
precedence unless required by the Engineer.
A. Provide and install Haws Model' 661'1 in -ground debris collection unit.
B. All supply lines shall be copper with no fittings located under concrete.
C. All drain lines shall be schedule 80 PVC piping.
D. Provide and install only "sweep" type fittings on drain lines.
3.01 GENERAL REOUIREMENTS:
A. Clearances: The drawings are essendally diagrammatic. Provide equipment clearances
and offsets in piping as necessary to conform to structure, avoid obstructions, preserve
headroom and keep passageways clear as a contract requirement. Equipment shall be
accessible for maintainence.
B. Coordination: Coordinate all work of this section with other trades to avoid
interference and for the general benefit of all the work. Arrange for and make all utility
connections. Verify approved locations prior to construction and installation.
C. Enclosure of Pipes: Except where specifically permitted by the Engineer, route all
pipes concealed within building cavities.
D. Trenching and Backfilling: Perform all trenching and-backfilling associated with the
plumbing installation.
E. Codes: Perform all work according to all applicable codes and regulations. Obtain all
permits, fees, and inspections required by governing authorities. Additional work
required to conform to these codes will be done at no additional charge.
A. Thoroughly clean piping before installation.
B. Underground piping shall have a minimum cover of 24". Metal pipe shall extend to a
minimum of ten (10) from the building. Provide sleeves for pipes passing through
footings,
C. Provide clamps or concrete thrust blocks on dead ends, angles or at other points where
separation may occur in joints.
15400
Page 4 of 6
D. Provide fittings at all water supply outlets and connections to fixtures which will hold
the pipe rigidly to the structure and will allow no movement.
1 E. Provide a union on one side of all valves and at equipment connections.
' F. Make suitable provision for maximum expansion and contraction of piping.
G. No bullhead tees, close nipples, or bushings will be allowed.
' H. Cushion all traps and bearings to minimize transfer of sound. Provide water hammer
arrestors at quick closing valves.
' I. Slope all waste and sewer piping at 1/4" per foot unless otherwise noted or permitted.
J. Provide trap primers to all floor drains and other infrequently used traps in accordance
' with local requirements.
K. Cutting and Patching: Do all drilling, cutting, and patching required for the installation
' of the same materials and workmanship as the orginal work.
3.03 INSTALLATION OF PLUMBING FIXTURES AND EQUIPMENT:
A. Verify fixture and equipment locations and service with the Plans and furnish and
connect fixtures and equipment as shown thereon. Equipment shall be securely anchored
to the structure.
' B. Wall -hung fixtures on stud walls shall be securely attached to a 1/4" thick by 8" wide
steel plate which shall extend to at least one stud beyond the first and last fixture mounting
' point. Plate shall be shop drilled with holes 1/16" larger than stud bolts supplied with
fixture or fixture arms specked. A jam nut shall be set tight against face of plate to secure
stud. Fixture hanger or arm shall be supported free of finished wall by means 6f a second
set of jam nuts. Plates shall be securely bolted to each stud crossed with 1/8" minimum by
' 2" steel back-up plates. Fixtures with back, specified without supporting arms, shall in
addition to the above specified plates, have fixture hangers securely attached by a 2"by 8"
wood backings.
' C. Each individual fixture supply shall be provided with chromium plated loose key
I.P.S. stop valve. Deliver loose keys to Engineer. No rubber packing or composition
seal shall be installed. Supplies shall be metal to metal only.
' 3.04 STERILIZATION OF PIPES:
' A. After preliminary purging of the system, chlorinate the entire potable water system in
accordance with the current recommendations of the American Water Works Association.
B. Chlorinate only when the buildings are unoccupied. Then thoroughly -flush the entire
potable water system.
15400
Page 5 of 6
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3.05 CLEANING, TESTING AND ADJUSTING;
A. Flush water systems clean and make all tests required by jurisdictional authorities. '
B. Make adjustments required to eliminate noise and vibration as required for approval of
the Engineer. '
PART 4-GUARANTEES:
Materials and equipment provided and/or installed under this section shall be guaranteed for a ,
period of one (1) year from the date of final acceptance of the work by the Engineer.
END OF SECTION 15400 ,
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15400 '
Page 6 of 6 '
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MAP OF• FACILITIES
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1
POLICE STATION
15
BEGONIA PARK
870 Santa Barbara Drive
Begonia and First Avenues
Newport Beach
Corona Del Mar
3
MARINER'S BRANCH LIBRARY
16
CHANNEL PLACE PARK
2002 Dover Drive
Channel Place at 44th Street
Newport Beach
Newport Beach
4
CORONA DEL MAR LIBRARY
17
INSPIRATION POINT
420 Marigold Avenue
Ocean Blvd. at Orchid Avenue
Corona Del Mar
Corona Del Mar
5
BALBOA BRANCH LIBRARY
18
LAS ARENAS PARK
100 E. Balboa Blvd.
Balboa Blvd. at 16th Street
Balboa
Balboa
6
ADMIN. GENERAL SERVICES BUILDING
19
LIDO PARK
592 Superior Avenue
Via Lido at Entrance to Lido Isle
Newport Beach
Newport Beach
7
BALBOA PIER RESTROOMS
20
LOOKOUT POINT
Base of Balboa Pier
Ocean Blvd. at Goldenrod Avenue
Balboa
Corona Del Mar
8
MARINE DEPT HEADQUARTERS
21
NEWPORT ISLAND PARK
Base of Newport Pier
Marcus at 39th Street
Newport Beach
Newport Beach
9
BALBOA YACHT BASIN
22
WEST JETTY VIEW PARK
829 Harbor Island Drive
Ocean Blvd. at Channel Road
Newport Beach
Balboa
10
MC FADDEN SQUARE RESTROOMS
23
WEST NEWPORT PARK
70 Newport Pier
Seashore Drive at 57th Street
Newport Beach
Newport Beach
11
CITY ATTORNEY'S OFFICE
24
38TH STREET PARK
3300 Newport Boulevard
Balboa Blvd. at 38th Street
Newport Beach
Newport Beach
12
PUBLIC WORKS DEPARTMENT
25
15TH STREET RESTROOMS
3300 Newport Blvd.
15th Street at Ocean Front
Newport Beach
Balboa
B—UTILITIESADMIN B i DT G-"�
26
GALAXY PARK
,---949-W7-
6th`"Stree
Galaxy Drive at Rigel Circle
wpo Beach-•- - -•-
Newport Beach
14
CDM YOUTH CENTER
27
SPYGLASS RESERVOIR PARK
5th and Iris Avenues
Muir Beach Circle Cul-De-Sac
Corona Del Mar
Newport Beach
PLANS
Readily Achievable ADA Alterations
TABLE OF CONTENTS
Dated: 1-15-94
Barrier No. Department Facility BarrierDescripfion Photo Comments Sheet Map Page
No. No. No. No.
Police
18-02
Police Station
Front Entry Door
18-02
1
1
1
18-04
Police Station
Drinking Fountain
18-04
(1
1
1
2
18-11
Police Station
Handrails
18-11
(1-
1-2
1
3.4
Library
40-02
Mariners
Front Entry Door
40-02
(1-3
1
3
5
40.03
Mariners
Drinking Fountain
40.03
1-2)
1
3
6
40-04
Mariners
Men's Restroom
40-04
1)
1
3
7
40405
Mariners
Women's Restroom
40-05
(1-3)
1
3
8
40-07
Mariners
Furniture
40-07
(1-3
1
3
9
40-12
Corona Del Mar
Front Entry Door
40-12
(1)
1
4
10
40-13
Corona Del Mar
Drinking Fountain
40-13
1-2
1-2
4
11.12
40-14
Corona Del Mar
Men's Restroom
40-14
1-3
1-2
4
13-14
40-15
Corona Del Mar
Women's Restroom
40.15
1-2
1
4
15
40-18
Corona Del Mar
Furniture
40-18
1-3
1
4
1 16
40-23
Balboa Branch
Front Entry Doors
40-23
1-3
1
5
17
40-24
Balboa Branch
Men's Restroom.
40-24
1-3
1-2
5
18-19
40-25
Balboa Branch
Women's Restroom
40-25
1-2
1
5
20
40-29
BalboaBrancb
Furniture
40-29
1-3
1
5
21
40-30
Balboa Branch
Drinking Fountain
40-30
1-2
1
1 5
22
40-32
Balboa Branch
Signage
40-32
1
1
5
23
General
Services
31-01.1
Administration
Signage
1
6
24
31-01.2
Administration
DoorHardware
Conference Room
31-01
1
1
6
25
31-01.3
Administration
Men'sRestroom
31-01
i-3
1
6
26
31-01.4
Administration
Toilets
31-01
1-2
1
6
27
31-01.5
Administration
Drinking Fountain
31-01
1
1
6
28
31-02.1
15thStreet
Restrooms
Women'sRestroom
Stall Door
31-02
1-2
1
25
29
31-02.2
15th Street
Restrooms
Women's Restroom
Si na a
31-02
1-3
1
25
SO
31-05
Balboa Pier
Restroom
Drinking Fountain
31-05
1-2
1-2
7
31.32
Marine
28-01
Marine Headquarters
Entry Door
Hardware
28-01
1
1
8
33
28-02
Marine Headquarters
Door Kick Plate
28.02
1
1
8
34
28.03
Marine Headquarters
Signage
1
8
35
28-04
Marine Headquarters
7breshold
28-04
1
1
8
36
28-05
Marine Headquarters
Drinking Fountain
(Inside)
28.05
1
1
8
37
28-07
Balboa Yacht Basin
Signage
28-07
1-3
1
9
38
28-08
Balboa Yacht Basin
Men's
28-08
1-3
1
9
39
28-09
Balboa Yacht Basin
Access to Men's
28-09
1-2
1
9
4 0
28-11
Balboa Yacht Basin
Women's
28-11
1-2
1
9
41
28-12
Balboa Yacht Basin
Garage Office
Si na a
28-12
1-3
1
9
42
28-24
McFadden Square
Grab Bars &
Faucets en's
28-24
1-3
1-2
1D
43.44
28-25
McFaddea,Squam
Grab Bars &
Faucets omen's
28-25
1-3
1-2
10
45-46
28.26
McFadden Square
Drinking Fountains
28-26
1-3
1-2
10
47.48
Attorney
05-02
Attorney
Stair Striping &
HoN
1-3Handrails
Utilities
4
Utilities_
Front Entry D
42-04
52
05
--- _
-Utilities---
.Signage
1-3
---
•--1--
13
53' -
Utilities-••-- -'
2§Lur fnp` Sig
42:06-
1-3
9207------
---_-••-.__.
Utilities-
DfinkingFountain--42-
1-2
—"`---`-"
--1....--13—
5
P.B.&R.
75-05.1
CDM Youth Center
Drinking Fountain
75-05
1-3
1
14,
56
75-05.2
CDM Youth Center
Signage
75 0
1-2
1
14
57
75-12.1
Begonia Park
Drinking Fountain
75-12
1-3
City to construct
concrete walk.
1
15
58
75-12.2
Begonia Park
Picnic Table
75-12
1-2)
City to construct
concrete walk.
1
15
59
75-15.1
Channel Place Park
Drinking Fountain
75-15
1-3)
1
16
60
75-15.2
Channel Place Park
Picnic Table
75-15
1-3
1
16
61
75-19
Inspiration Point
-Drinking Fountain
75-19
1-3)
1
17
62
75-22
Las Arenas Park
Drinking Fountain
75-22
1-3
1-2
is
63-64
75-23
Lido Park
Drinking Fountain
75-23
1-3
1
19
65
75-24
Lookout Point
Drinking Fountain
75-24
(1-3)
1
20
6 6
75-25.1
Newport Island Park
Picnic Tables
75-25
1-3
1
21
67
75-25.2
Newport Island Park
Drinking Fountain
75-25
1-3
1
21
68
75-30.1
Spyglass Park
Drinking Fountain
75-30
1-3
1-2
27
69-70
75-30.2
Spyglass Park
'Table
75-30
i-3
1-2
27
71-72
75-32
W. Jetty View Park
Drinking Fountain
75-32
1-3
1
22
73
75-33.2
i - W. Newport Park
Drinking Fountain
75-33
1-3
1-2
23
74-75
I
75-33.3
W. Newport Park
PicnioTable
75-33
1-3
1-7
23
76.82
75-35
38th Street Park
Drinking Fountain
75-35
1-3
1
24
83
75-0
Galaxy Park
Drinking Fountain
75-0
1.3
1-2
2ro
84.85
ADA SPECIFICATION
SHEET
86
APPENDIX
8 7
11
1
3-0� Co'-v� (o'.2.M
is
��-aa 5.0
3 -
. ..... .. ....... k . ..........
'Dispose of all removed hems that will not
be re -used unless requested otherwise
by the City of Newport Beach.
A
PLAN SCALE:1/4'-V-0'
I 2
3
o
4
La�jjL
e
ELEVATION SCALE:1/4'=l'.0'
1. PROVIDE NEW DOOR HEAD CLOSERS 2.
FOR BOTH ENTRY DOORS A & B.
TYPICAL FOR ALL FOUR (4) DOORS.
EXISTING CLOSER TYPE IS'JACKSON' 3.
MODEL NO.20330 CONCEALED HEAD
CLOSER. 4,
PROVIDE NEW DOOR HEAD STOPS AT
EACH PAIR OF DOORS. SEE PHOTO 1"2 (2)
COLOR TO MATCH EXISTING DOORS.
NEW DOOR CLOSERS: ADJUST PER ADA
SPECIFICATION NO.4.13.10
(2) 0aw PAIRS OP 000RS µ(/
KEYNOTES
Scale:
AS SHOWN
Baaier#temNq: 18,02' CITY OF NEWPORT BEACH
Facility Name: POLICE STATION ELIMINATION OF BARRIERS
Facility Address: 870 SANTA BARBARA Pmparedby:
Plan No: B-5146-L HUfSON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663
1
III ®r".."Mr, 151wart
moolt 0
9N=4=
. . . . . . . . . . .
4 4
� �
�� �i {Y'Vr
sy♦+'*t ..` �'t; � 'Uri S'� Y
'r r� ii. +
r •.11
! l.f
r
...Jl p ':
n
s }
7
4Y
s
yni -�'�
Rtrv64tPfLiY4�
n+rvwW� 1.144sk=
i. LL -
U Dispose of all removed items that will not
be re -used unless requested otherwise
by the City of Newport Beach.
W PLAN SCALE:1/4"=rr-o• 1
1. PROVIDE NEW HAWS DRINKING
FOUNTAIN M002LNO-I;WWF� :HIGH/
LOW DRINKING FOUNTAIN. INSTALL WITH
SIDE ROUGH -IN WASTE LINES.
2. PROVIDE NEW GYPSUM BOARD WING
WALL. 3 5/8" METAL STUDS WITH 518"
GYPSUM DRYWALL ALL SIDES.
PROVIDE NEW VINYL WALL COVERING
AND RUBBER TOPSEf BASE TO MATCH
ADJACENT WALLS.
3. INSTALL 1 X 6 WOOD (OAK) CAP ON TOP
OF WING WALL. EASE ALL EDGES AND
FINISH WITH 2 COATS OF CLEAR
POLYURETHANE.
cF
exi,ortNS i4wR., I~0LNT.-NK
J�G) ELEVATION SCALE:,/4"=,-0• LP
) KEYNOTES
BatzierDescriptio" DRXNKING FOUNTAIN
Barder Item No: I8-04 ' 4—= CITY OF NEWPORT BEACH
Facility Name: POLICE STATION ELIMINATION OF BARRIERS
Facility Address: 870 SANTA BARBARA prepareaby:
Plan No: B-5146-L HU CSON 8c ROME PARTNERSHIP
Contract No: C-2934 3333 West Coact H gbway, Newport Bemb, CA 92663
Scale:
AS SHOWN
Date: 8-6-93
HRP No: 9350
Sheet:
of:I
��-
;=
t �:
�.`.
� -�
,'>. ,
�,;.
�b� � �.
f7t°'s�
►��okCi�
1
1
1
1
1
1
1
1
1
1
,_
'
1
A
2.
IL
— —
1. PROVIDE NEW 1 1/2" OUTSIDE DIAMETER
ALUMINUM HANDRAIL SYSTEM. RETURN
RAIL TO WALL AND TERMINATE WITH END
CAP.
2. PROVIDE NEW 1 1/2" OUTSIDE DIAMETER
ALUMINUM HANDRAIL SYSTEM AT CENTER
OF STAIR. PROVIDE VERTICAL
SUPPORTS AT EXISTING SUPPORT
LOCATIONS.
3. EXISTING CONCRETE WALL.
4. EXISTING CONCRETE STAIR.
5. SUPPORT NEW HANDRAIL FROM
EXISTING SUPPORT LOCATIONS. PATCH
AND REPAIR (PAINT TO MATCH) AS
REQUIRED).
6. NEW HANDRAIL EXTENSIONS - SEE SHEET2
FOR DETAILS OF HANDRAIL DIMENSIONS.
7, 01?0ViD4 1� 19IPIWCI ,,WNlfe FPifJT
2" WIDE '/Z FFoM sTL�,uz. 006111L1
Dispose of all removed items that will not
be re -used unless requested otherwise
by the City of Newport Beach.
p
G
-
wmn
�✓ ^�- 2
2
A PLAN SCALE:1/8•=V-o"
KEYNOTES
Co
� � s
.
ELEVATION
SCALE:1/8"=l'-0•
b
ELEVATION
SCALE:1/8•=1'-0'
BatxlecDeseriptioa: H 'ND"- I S+
Banier,ItentN& I8-1-1. CITY OF NEWPORT BEACH
Facility Name: POLICE STATION ELIMINATION OF BARRIERS
Facility Address: 870 SANTA BARBARA Pmpandby:
Plan No: B-5146-L HMON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663
Scale:
AS SHOWN
Date: 8-6.93
HRP No: 9350
Sheet:
1
of: 2
3
2�• 2j1
z
Cy,� I�•2 I�2
�
_
N +6
�
O
G HANDRAIL SCALE:1/2"=r-o~
A HANDRAIL
SCALE: 1 1i2~=rr-0~
Il 11 Lp
ff
p HANDRAIL SCALE: 1/2°=r o~
22%
Lp,j HANDRAIL
SCALE: 1/2~=1'-0~
Batrlet Description: HANDRAILS Scale:
ASSHOWN
Barrier hem No: 19t1l CITY OF NEWPORT BEACH Date: 8.6-93
ELIMINATION OF BARRIERS
Facility Name: POLICE STATION HRPNo: 9350
Facility Address: 870 SANTA BARBARA Sheet:ptepareahy:
Plan No: B-5146-L HUTSON a ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 of: 2
m
f.9111It
y,
r t
t
t�
R
t
t•y
��
44•ar
1
. l..
Pd �4 i4t
yr i71 :1i.
6-0
1. PROVIDE NEW ALUMINUM NARROW STILE
OFFSET DOOR MANUFACTURED BY U.S.
ALUMINUM, WITH
COMPLETE
CYLINDERS AND ASTRIGAL LOCK AS
REQUIRED FOR COMPLETE INSTALLATION.
CYLINDERS TO MATCH EXISTING LOCK MFG.
_
2. EXISTING FLOOR PIVOT TO BE RE -USED.
3. NEW THRESHOLD MANUFACTURED BY
I
PEMKO: MODEL NO. 271A.
4. EXISTING ALUMINUM / GLASS SIDE LITES
TO REMAIN.
EXISTING WOOD DOOR HEAD.
.�
5.
6. EXISTING DOOR CLOSERS: ADJUST PER
ADA SPECIFICATION NO.4.13.10 OR
REPLACE TO CONFORM TO SPECIFICATION
7. NEW DOOR PULLS BY DOOR MFG.
8. NEW PANIC HARDWARE BY DOOR MFG.
9. EXISTING CONCRETE SLAB.
10. REMOVE EXISTING VINYL TILES TO INSTALL
NEW THRESHOLD.
EXISTING VINYL TILE FLOORING
Dispose of all removed items that will not
be re -used unless requested otherwise
by the City, of Newport Beach.
11.
IT. loLA55 TO BE TSMpERED
rza16VE � O�r 5�' 1 f
PLAN SCALE: 1/4"-1'-0•
KEYNOTES
T_ J _ _J L00
E.
e-A
L
G ELEVATION SCALE:1/4"=VW
p THRESHOLD SCALE: 3
BarrierAescription: FRONT FNTR'S POOR
Barrier Item No: 40-02' . CITY OF NEWPORT BEACH
Facility Name: MARINERS LIBRARY ELIMINATION OF BARRIERS
Facility Address: 2002 DOVER DRIVE Preparedby:
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663
Scale:
AS SHOWN
Date: 8.6.93
BRP No: 9350
Sheet:
1
of: I
5
I
1 II
_ 10-S
W PLAN SCALE:1/4"=l'-0"
1. EXISTING DRINKING FOUNTAIN TO REMAIN
2. PLUMBING ACCESS PANEL TO REMAIN.
3, INSTALL NEW PULL -DOWN CUP
HOLDER/DISPENSER TO WALL. MOUNT
BOTTOM OF DISPENSER AT+48" ABOVE THE
FINISH FLOOR.
rc) ELEVATION SCALE:1/4"=V U KEYNOTES
Batricrl)escxiption, DRINKING FOUNTAIN
sa�Tc:
AS SIIOWN
Barrigltctn No: ' 40-03 CITY OF NEWPORT BEACH
Facility Nmuc: MARINERS LIBRARY ELIMINATION OF BARRIERS
Facility Address: 2002 DOVER DRIVE [3.333
mparcdby:
Plan No: II-5146-1. UTSON & ROMS PARTNERSHIP
Contract No: C-2934 West Coast Highway, Newport Ecach, CA 92663
Date: 8-0-93
IIRP No: 9350
Shccl:
of:I
lot
I
i
I
I
t
I
al
2
In
Co
SIGN' To REPD ;
I
I His R£sTFo0M 15
POT FALIfPFBD PM
To F'cAD ;
QslUd
RESTR«�z•'I
A PLAN SCALE:1/4"=V-0"
1. EXISTING URINAL TO REMAIN.
2. EXISTING SINK TO REMAIN.
3. EXISTING TOILET TO REMAIN.
4, EXISTING TOILET PAPER DISPENSER TO
REMAIN.
5. EXISTING DOOR TO REMAIN.
q
6. EXISTING -FLOORING TO REMAIN.
7. EXISTING DOOR: INSTALL NEW LEVER
STYLE HARDWARE "SCHLAGE MODEL
NO: D50PD RHODES SERIES FINISH TO BE
:ste44
626 SATIN CHROME PLATED.
zx—i t7u
8. NOT USED , n
9. DOOR SIGN f�ES'z�oM LfiTi ERS To 6E
0
l^IHIT9 oN SLSIE. BcCKGROLIND SI-(LE. TO BE.
NEL.verj 14 * 11/21 Hi,aH. skirl To H,rr4
AADA tIC rl rIN SH.
ID, PooR 51GN °RF-STFoorrl": FFF- sob,
SEGTIor M-30, T6�T Ta P-EAD As
PESGFISED IN THE=1c D TPIL.
LBTT9RS 'I'o lba 'RAI5F-bj (,1F111S od
8WE 0 5rYLS To SE
HeI.VET P- Mrj SIZE To FIT. ARo/IAE.
r4j AAH 2 $R41U.E #44D l.-j 5 FINISH
ELEVATION SCALE:1/4"=,--0"
a KEYNOTES
BanierMscriptlon: . -MEN'S RESTROOM
BacrierlternNo:; 40-04 - CITY OF NEWPORT BEACH
Facility Name: MARINERS LIBRARY ELIMINATION OF BARRIERS
Facility Address: 2002 DOVER DRIVE r=a
Plan No: B-5146-L ROME PARTNERSHIP
Contract No: C-2934 3 West Coast Highway, Newport Beach, CA 92663
Scale:
AS SHOWN
Date: 8.6-93
HRP No: 9350
Sheet:
of: I 1
11
3
1.
EXISTING DOOR: INSTALL NEW LEVER
STYLE HARDWARE "SCHLAGE MODEL
NO: D50PD RHODES SERIES FINISH TO BE
626 SATIN CHROME PLATED.
09;0Nlr
2.
REMOVE EXISTING TOILET PAPER
DISPENSER TO NEW LOCATION. PATCH
AND REPAIR AREA WHERE REMOVED.
3.
NEW TOILET PAPER DISPENSER
4.
LOCATION.
EXISTING PAPER TOWEL DISPENSER TO
5.
REMAIN.
EXISTING SINK TO REMAIN.
6.
EXISTING GRAB BARS TO REMAIN.
7.
DOOR SIGN "WOMEN: CIRCLE- PROVIDE
PER UBC SECTION 611.1.6.
"WOMEN':
8.
DOOR SIGN PER ADA
SECTION A4.30. TEXT TO READ AS
DESCRIBED. LETTERS TO BE RAISED,
WHITE ON BLUE, BACKGROUND,
STYLE TO BE HELVETICA AND SIZE TO FIT.
PROVIDE GRADE 2 BRAILLE AND MATTE
FINISH.
9.
ATTACH SIGN WITH DOUBLE SIDED FOAM
TAPE TOP AND BOTTOM.
,4 PLAN SCALE:1/4"=1'-0'
$
KEYNOTES
u
SIGN TO READ:
(� THIS RESTROOM IS
PARTIALLY EQUIPPED
FOR DISABLED ACCESS.
,Lu
C
ELEVATION
SCALE:1/4'=1'-0"
b
Baixierl7escripuon: WOMEN1 �STROOM A SHOWN
S.tirier 1tem.N9: ' 40.05 CITY OF NEWPORT BEACH
Facility Name: MARINERS LIBRARY ELIMINATION OF BARRIERS
Facility Address: 2002 DOVER DRIVE PrePhY
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast I- shway, Newport Beach, CA 92663
F
t u
3•o
I aid
I I
0
'�-
°
L
r
— —_j
i L
a
A PLAN
SCALE: 1/4"=l'-0'
S
CLEAR PATH SCALE:1/4•=1'-0•
1.
PROVIDE (2) NEW WOOD LIBRARY TABLES
AS SHOWN. MODEL NO.82W 3660 (COLOR AS
SELECTED BY LIBRARIAN). MANUFACTURED
BY LIBRARY BUREAU INC. (315) 866-1330
I
R
2.
RE -USE EXISTING SEATING.
z
3.
REMOVE (2) EXISTING TABLES AT THE
Z
3
f-
DIRECTION OF THE LIBRARIAN AND
_
REPLACE NEW TABLES IN A LOCATION
_
WITH CLEAR FLOOR SPACE AS SHOWN.
4.
CLEAR SPACE REQUIRED FOR .
v%N
WHEELCHAIR ACCESS.
H HI
21 �11
MIN.
C4FAR
G ELEVATION
SCALE:1/4"=1'-0•
i�
KEYNOTES
HarrierDestxiplioa; FURNI'TU.E�
BarrierltemNo: 40-07 CITY OF NEWPORT BEACH
Facility Name: MARINERS LIBRARY ELIMINATION OF BARRIERS
Facility Address: 2002 DOVER DRIVE Prepared by:
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663
Scale:
AS SHOWN
Date: 8-6-93
HRP No: 9350
Sheet:
1
of: I
N
a
(p
Z 3
1. PROVIDE NEW 1 3/4" X 4' NATURAL
ALUMINUM STOREFRONT SYSTEM FOR
SIDE LIGHT AND TRANSOM OVER DOOR.
2. NEW FLOOR PIVOT
3. NEW V-0" WIDE X i-0' HIGH NARROW
STILE STOREFRONT DOOR. FINISH TO
BE CLEAR ANODIZED ALUMINUM.
PROVIDE ALL HARDWARE AND
MATERIALS FOR COMPLETE
INSTALLATION.
4. CLEAR TEMPERED GLASS318"THICK
5. NEW HEAD CLOSER: ADJUST PER ADA
SPECIFICATION NO.4.13.10
Dispose of all removed items that will not
be re -used unless requested otherwise
by the City of Newport Beach.
A PLAN SCALE:1/4"=,-0'
$ KEYNOTES
a-
�a,
-o
2
bC ELEVATION SCALE:1/4'=1'-0"
b
B. a 'esciiptlon: FRONT ENTRY DOOR A SHOWN
BariierItemNo: 40•t2 CITY OF NEWPORT BEACH
Facility Name: LIBRARY I ELIMINATION OF BARRIERS
Facility Address: 420 MARIGOLD
Plan No: B-5146-L HUTS aby:
Contract No: C-2934 3333 West
8c ROME PARTNERSHIP
333 West Coast Highway, Newport Beach, CA 92663
Date: 8.6-93
HRP No: 9350
Sheet:
of:l
10 1
I �1
& • cO
1. PROVIDE NEW DUAL HEIGHT DRINKING
FOUNTAIN AS MANUFACTURED BY HAWS
MODEL 3150.
A
2 `:EY:9"YfIDEBY6"HIGHCCiw^Rc s pc7lrk
(gyp
I
3. EXISTING SIDEWALK
2
4. NEW 4" THICK CONCRETE SLAB
PROVIDE LIGHT BROOM FINISH
PARALLEL WITH SIDEWALK.
S. PROVIDE 6"X 6" #10,#10 WWM OVER SAND
BASE. 2r7`(Po
• ( I
6. EXISTING CONCRETE BENCH AREA
CD
7. EXISTING GRASS AREA
Q
8. 112" DEEP TOOLED JOINT
ESS S11'
9. PROVIDE 112" WIDE SEPARATION
i D
KING OUNT
BETWEEN EXISTING CONCRETE AND
rj
CURB, FILL WITH *,4 Srr
Dispose of all removed items that will not
\/
be re -used unless requested otherwise,
by the City of Newport Beach.
A PLAN SCALE:1/4"=V-0-
KEYNOTES
DRINKING FOUNTAIN NOTES
A. Provide and install Haws Model 6611 in -
ground debris collection unit.
B. All supply lines shall be copper with no
fittings located under concrete.
C. All drain lines shall tie schedule 80 PVC
piping.
D. Provide and install only "sweep" type
fittings on drain lines.
�
4
4 ro
�
I
T
�
U
C ELEVATION SCALE:1/4"=V-0"
o SECTION SCALE: 1"=1'-0"
BaixlerDescription: DRINKING FOUNrT`AIN, A SHOWN
BatzierTtemNo: 40.13 CITY OF NEWPORT BEACH
Facility Name: LIBRARY ELIMINATION 'OF BARRIERS
Facility Address: 420 MARIGOLD Prepmedby:
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663
11
!1
11 1 't t 1
L
� 1 I � ►l
1. NEW DRINKING FOUNTAIN
2. NEW CONCRETE,=b47i1NS
3. EXISTING SIDEWALK
4. EXISTING FLAGPOLE
5. EXISTING CONCRETE PAD
6. EXISTING TREE WELL
7. EXISTING DRAIN LINE TO FACE OF CURB.
TIE IN NEW 1 1/2" DRAIN BELOW GRADE.
PATCH AND REPAIR AS REQUIRED.
8. EXISTING WALKWAY TO ENTRANCE
9. EXISTING BICYCLE RACK
10. EXISTING DRINKING FOUNTAIN -TIE INTO
EXISTING WATER SUPPLY FOR NEW
DRINKING FOUNTAIN FOR P.O.C.
11. NEW 1/2" SUPPLY LINE
12. NEW 1 1/2" DRAIN LINE
13. ANCHOR BOLTS PERMFG.G-PJNLt
14. ACCESS PANEL
15. pGGESSIBI E SiDr,
rA- BASE DETAIL SCALE:1" P") KEYNOTES
>-J PLAN SCALE:1/8"=1b"
Barrier Item No: 40-13 . CITY OF NEWPORT BEACH
Facility Name: LIBRARY ELIMINATION OF BARRIERS
Facility Address: 420 MARIGOLD Prepared by:
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663
Scale:
AS SHOWN
121
�y(f.x,.%;' ' }'• '•.' 'IiFl1`lit..:`Z "Jr�i�fC .y��•.. - '
i i e1 '. k �9 �'r �yJS' 'sY.' i'J'• snt
�kl�
�-
1. REMOVE GRAB BAR
2. REMOVE CERAMIC TILE FLOOR & WALL,
PATCH AS REQUIRED FOR NEW FINISHES
3• REMOVE LAVATORY
4. REMOVE TOILET
I
S. REMOVE URINAL
C
6. REMOVE FLOORING —AW,
7. INSTALL NEW SHEET VINYL FLOORING
I - — —
�-
8. RELOCATE TOILET PAPER HOLDER
9. INSTALL NEW 48" LONG GRAB BAR
L.
10. INSTALL NEW 36" GRAB BAR
11. INSTALL NEW TOILET
12. INSTALL NEW LAVATORY
J
13. RELOCATEMIRROR
14. REPAINT WALLS TO MATCH EXISTING
— . t
15. INSULATE HOT WATER LINES AND DRAIN
—
16. INSTALL NEW MARLITE PANELS TO+48"
I7, 'b f�6AT6}+WAU,
IS.�z�Mwwr ,qLL \NALI�-1'IGE• •P�Tcf�
Dispose of all removed items that will not
be re -used unless requested otherwise
by the City of Newport Beach.
A DEMO PLAN SCALE:IM-=V-0"
� KEYNOTES
IL gAIII'
7T"I
14
to
�p
I
MIN.
IiOIt IS
1811
MIN.
!f3
G
FLOOR
PLAN
SCALE:1/4"=V-0"
D ELEVATION SCALE:1/4"--V-0"
Baraez>xscr;n6o0: MENS RESTROOM ASe.
SSHOWN
['Na erhem No: 40-14 . CITY OF NEWPORT BEACH
Facility Name: LIBRARY ELIMINATION OF BARRIERS
Facility Address: 420 MARIGOLD pRparedby:
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663
Date: 8-6-93
IIRP No: 9350
Sheet:
of. 2
13
1. REPAINT WALLS TO MATCH EXISTING
2
2. INSTALL NEW MARLITE PANELS TO +48"
(
3. INSTALL NEW 48" LONG GRAB BAR
4. INSTALL NEW TOILET: AMERICAN
STANDARD MODEL NO.3043.102 WITH
FLUSH VALVE TO WIDE SIDE OF STALL
5. RELOCATE TOILET PAPER HOLDER
3
6. INSULATE HOT WATER LINES AND DRAIN
7. INSTALLNEW-LAVATORY AMERICAN
STANDARD MODEL NO.0355.012.
PROVIDE HERITAGE FAUCETS WITH WRIST
BLADE HANDLES.
8. DOOR SIGN "UNISEX": CIRCLE WITH
TRIANGLE SUPERIMPOSED PER UBC
SECTION 511.16
s
9. DOOR SIGN "UNISEX": PER ADA
N
n
SECTION A4.30. TEXT TO READ AS
DESCRIBED. LETTERS TO BE.RAISED,
WHITE ON BLUE, BACKGROUND,
STYLE TO BE HELVETICA AND SIZE TO FIT.
VIDE GRADE 2 BRAILLE AND MATTE
rJ (�-
F NOSH.
10. ATTACH SIGN WITH DOUBLE SIDED FOAM
TAPE TOP AND BOTTOM.
F=�,kIt`rf Gt:--IL.IN6112PATCL',wAuy'
A ELEVATION SCALE:1/4"=r-0"
!3 KEYNOTES
I 2
Cvp fo
%
SIGN TO READ:
UNISEX
THIS RESTROOM IS
EQUIPPED FOR
DISABLED ACCESS.
�o
c ELEVATION
SCALE:1/4'=l'-0"
p ELEVATION SCALE:1/4"=1'-0"
Scale:
AS SHOWN
BarrierTtemNO:
40-I4
CITY OF NEWPORT BEACH
Facility Name: LIBRARY
ELIMINATION OF BARRIERS
Facility Address:
420 MARIGOLD
Prepareaby:
Plan No:
B-5146-L
HUTSON 8c ROME PARTNERSHIP
Contract No:
C-2934
3333 West Coast Highway, Newport Beach, CA 92663
14
3
�(rI.t �r
T4„
♦A yf4J•iS ~F Yfv W' yJ4MhyyOyy'1
4 n+Y.I.-l+n�A•Fy� 4p �w!•I �Nf�yiirbwy� !�Y` ,L.;i iV.lil
,�iir s`(../.lk uyyvr �rFrh �.yN4 i4l� 1
� ^ii ti 46 h'v"yt4YN�•� y�.ie'iq �� 4qM ~�4ty� Y ' � ,
w
1
/ D
1. DOOR SIGN "RESTROOM": PER ADA
SECTION A4.30. TEXT TO READ AS
DESCRIBED IN THE SIGN DETAIL.
LETTERS TO BE RAISED, WHITE ON BLUE,
BACKGROUND, STYLE TO BE HELVEiICA
AND SIZE TO FIT. PROVIDE GRADE 2
n 10111
BRAILLE AND MATTE FINISH.
2. DOOR SIGN "RESTROOM" LETTERS TO BE
I/v\'
WHITE ON BLUE BACKGROUND STYLE TO
HELVETICA 1 1/2" HIGH. SIGN TO MATCH
ADJACENT ADA SIGN FINISH.
�
2
PLAN SCALE:1/4"=1'-0"
� KEYNOTES
SIGN TO READ:
^
THIS RESTROOM IS
NOT EQUIPPED FOR
_ell DISABLED ACCESS.
Col
�" 2
O
0
SIGN TO READ:
RESTROOM
ELEVATION
SCALE:1/4"=V-0"
n DOOR SIGNS SCALE:1'=1'-0'
BarriecDescriptibn: WOMEN'S RESTROOM' AS SHOWN
Barrierltemxo: 40115' CITY OF NEWPORT BEACH
Facility Name: LIBRARY ELIMINATION OF BARRIERS
Facility Address: 420 MARIGOLD Preparedby:
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333 Weal Coatt Aigbway, Newport Beach, CA 92663
15
t.,
r]
� � > . 1 iJy. ir,�•..14y r i
. J'16G 1 . ps'1 v`i ':. in i vGi•'w'h"3' �4"��t t
a� `
r
r
r
i
r
r
F
r
3)•v�
3 2l•cot
Gl�ar
A PLAN
SCALE:1/4"=V-0.
$ CLEAR PATH SCALE:1/4"=l'-0"
1. PROVIDE (1) NEW WOOD LIBRARY TABLE AS
SHOWN. MODEL NO. 82W 3660 (COLOR AS
SELECTED BY LIBRARIAN). MANUFACTURED
BY LIBRARY BUREAU INC. (315) 866-1330
2. RE -USE EXISTING SEATING.
3. REMOVE (1) EXISTING TABLE AT THE
2
DIRECTION OF THE LIBRARIAN AND
�}-
REPLACE NEW TABLE. IN A LOCATION
! _
WITH CLEAR FLOOR SPACE AS SHOWN.
N
4. CLEAR SPACE REQUIRED FOR
WHEELCHAIR ACCESS.
V
2ICc`
. Min
Gi.Zar
G ELEVATION
SCALE:1/4'=1'-0•
a KEYNOTES
>3atxlerAescripkion: FURNITURE sRiNITURE Ss se.
SNo: 40-18' "d `' CITY OF NEW
amerItemPORT BEACH'
Facility Name: LIBRARY ELIMINATION OF BARRIERS
Facility Address: 420 MARIGOLD F3333
ahy:
Plan No: B-5146-L N ,& ROME PARTNERSHIP
Contract No: C-2934 est Coast Highway, Newport Beach, CA 92663
N
1.
PROVIDE NEW ALUMINUM NARROW STILE
OFFSET DOOR MANUFACTURED BY U.S.
ALUMINUM, COMPLETE WITH
�I1.Olf
CYLINDERS AND ASTRIGAL LOCK AS
REQUIRED FOR COMPLETE INSTALLATION.
rJ q
CYLINDERS TO MATCH EXISTING LOCK MFG.
2.
PROVIDE AND INSTALL NEW FLOOR
PIVOT/CLOSER. ADJUST PER ADA
SPECIFICATION NO.4.13.10
3.
NEW THRESHOLD MANUFACTURED BY
PEMKO: MODEL NO. 271A.
4.
PROVIDE NEW 1 3/4' X 41/2" ALUMINUM /
GLASS SIDE LITES AND TRANSOM TO
MATCH DOORS.
5.
EXISTING WOOD CORNER TO REMAIN.
6.
3/8• CLEAR TEMPERED GLASS (TYPICAL)
7.
NEW DOOR PULLS BY DOOR MFG.
8.
NEW PANIC HARDWARE BY DOOR MFG.
9.
EXISTING CONCRETE SLAB.
3 2
10.
REMOVE EXISTING VINYL TILES TO INSTALL
Dls ose of all removed items that wi not
1.1.
NEW THRESHOLD IF REQUIRED.
EXISTING CONCRETE FLOORING TO
be re -used unless requested otherwise
REMAIN.
by the City of Newport Beach.
12..
>'ReD (aLAss
A PLAN SCALE:1/4"=,'-W
KEYNOTES
0
�
if
`0
-
6•
4— A L
- CD 12 I Z
G ELEVATION SCALE:1/4'=l'-0•
ig
THRESHOLD SCALE:3'
BatfierDesdlptioa: FRONT ENTRY DOORS.-
Scale:
AS SHOWN
BarrierltemNo: 40-23 • . CITY OF NEWPORT BEACH
Facility Name: LIBRARY ELIMINATION OF BARRIERS
Facility Address: 100 E. BALBOA BLVD. Prearedby:
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast ngbway, Newport Beacb, CA 92663
Date: 8-6.93
HRP No: 9350
Sheet:
of:1
17 1
I 2
1.
EXISTING TOILET PAPER HOLDER TO BE
RELOCATED
2.
NEW TOILET PAPER HOLDER LOCATION.
3.
INSTALL AT+24" ABOVE FINISH FLOOR.
DOOR SIGN "RESTROOM": PER ADA
�l
SECTION SEE DETAIL SHEET 2.
4.
A4.30.
DOOR SIGN "RESTROOM". SEE DETAIL` t)
5.
SHEET 2.
DOOR SIGN "UNISEX" :CIRCLE WITH
❑
TRIANGLE SUPERIMPOSED PER UBC
SECTION.511.16
6.
DOOR SIGN "UNISEX": PER ADA SECTION
A4.30.
3
G
p
A
PLAN SCALE:1/4'=l'-0'
KEYNOTES
TC,d
A
CoU
0,
Q
DOOR SCALE:1/4"=V-0"
DOOR SCALE: 1/4'=V-0"
BatxierDescriptiun: MEWS RESTROOIVI ns sHowN
BarrIerltemNo: '40.24 CITY OF NEWPORT BEACH
Facility Name: LIBRARY ELIMINATION OF BARRIERS
Facility Address: 100 E. BALBOA BLVD.
Plan No: B-5146-L PreParedby:
Contract No: C-2934 H 33 Wes C ROME PARTNERSHIP
B
3333 West Coast Highway, Newport Beach, CA 92663
181
m
1. DOOR SIGN 'UNISEX": CIRCLE WITH
TRIANGLE SUPERIMPOSED PER UBC
SECTION 511.16
2. DOOR SIGN "RESTROOM": PER ADA
SECTION A4,30, TEXT TO READ AS
DESCRIBED. LETTERS TO BE RAISED,
WHITE ON BLUE, BACKGROUND,
STYLE TO BE HELVETICA AND SIZE TO FIT.
PROVIDE GRADE 2 BRAILLE AND MATTE
FINISH.
3. DOOR SIGN "RESTROOM' LETTERS TO BE
WHITE ON BLUE BACKGROUND STYLE TO
HELVETICA 1 1/0 HIGH. SIGN TO MATCH
ADJACENT ADA SIGN FINISH.
4. ATTACH SIGN WITH DOUBLE SIDED FOAM
TAPE TOP AND BOTTOM.
3
A DOOR SIGN SCALE: 1„=1'-0•
S KEYNOTES
2
SIGN TO READ:
THIS RESTROOM IS
PARTIALLY EQUIPPED
i 3
FOR DISABLED ACCESS.
ENTER OTHER DOOR
V
�./
SIGN TO READ:
RESTROOM
�. SIGN TO READ:
THIS RESTROOM IS
PARTIALLY EQUIPPED
FOR DISABLED ACCESS,
z
i
�7DOOR SIGN SCALE: 1"=V-0'
b DOOR SIGN
SCALE:1"=11-0"
HatxierAescriptioas MEN M- TROOM S Scale:
[AS HOWN
.BatrierItem No: * 4. , I CITY OF NEWPORT BEACH
Facility Name: LIBRARY ELIMINATION OF BARRIERS
Facility Address: 100 E. BALBOA BLVD. —=
Plan No:, B-5146-L Prepared by:
Contract No: C-2934 HUTSON & ROME PARTNERSHIP
3333 West Coast Higbway, Newport Beach, CA 92663
19 1
11
I
II
II
II
l
II
1
1. DOOR SIGN "RESTROOM": PER ADA
SECTION A4.30. TEXT TO READ AS
DESCRIBED. LETTERS TO BE RAISED,
WHITE ON BLUE, BACKGROUND, STYLE TO BE
HELVETICA AND SIZE TO FIT. PROVIDE
GRADE 2 BRAILLE AND MATTE FINISH.
❑
O
2. DOOR SIGN E " LETTERS TO BE
WHITE ON BLUE BACKGROUND STYLE TO
HELVETICA 1 1/2" HIGH. SIGN TO MATCH
ADJACENT ADA SIGN FINISH.
3. ATTACH SIGN WITH DOUBLE SIDED FOAM
TAPE TOP AND BOTTOM.
2
A FLOOR
PLAN
SCALE: 1/4"-,-0"
$ KEYNOTES
2
(
I T
SIGN TO READ:
THIS RESTROOM IS
00
NOT EQUIPPED
FOR DISABLED ACCESS
PLEASE USE OTHER
�I►
3 RESTROOM
SIGN TO READ:
RESTROOM
I'Lj1
2
DOOR
SCALE:1/4"=1'-0"
DOOR
SIGN
SCALE:1'=l'-0'
HatriezDescriptioa: YYvivtt:Nl S 1 tR,00M AS SHOWN
BaaierltemNo:
40.25
CITY OF NEWPORT BEACH
ELIMINATION OF BARRIERS
Facility Name:
LIBRARY
Facility Address:
100E. BALBOA BLVD.
Prepared by:
Plan No:
B-5146-L
HUl'SON & ROME PARTNERSHIP
Contract No:
C-2934 _
3333 West Coast Highway, Newport Beach, CA 92663
20
I
r
G
r-�
o
+.
0j
A PLAN
SCALE:1/4'=l'-0'
E
CLEAR PATH SCALE:1/4`=l'-0'
1.
PROVIDE (1) NEW WOOD LIBRARY TABLE
AS SHOWN. MODEL NO.82W 3660 (COLOR AS
A
SELECTED BY LIBRARIAN). MANUFACTURED
'fj
h
C
2.
BY LIBRARY BUREAU INC. (315) 866-1330
RE -USE EXISTING SEATING.
�7
3.
REMOVE (1) EXISTING TABLE AT THE
DIRECTION OF THE LIBRARIAN AND
REPLACE NEW TABLE IN A LOCATION
_�-
4.
WITH CLEAR FLOOR SPACE AS SHOWN.
CLEAR SPACE REQUIRED FOR
WHEELCHAIR ACCESS.
4 �1 �1
M►n,
G�
G ELEVATION
SCALE:1/4'=r-o'
a
KEYNOTES
BamierDeseripfloq: FURNITURE
$a erltemNo:
A0.29 "I
I
CITY OF NEWPORT BEACH
ELIMINATION OF BARRIERS
Facility Name:
LIBRARY
Facility Address:
100 E. BALBOA BLVD.
Pcepa[ed by:
Plan No:
B-5146-L
HUTSON & ROME PARTNERSHIP
Contract No:
C-2934
3333 West Coast Highway, Newport Beach, CA 92663
Scale:
AS SHOWN
Date: 8-6-93
HRP No: 9350
Sheet:
of. I
21 1
ki
I
I
I
1
1. EXISTING DRINKING FOUNTAIN TO REMAIN
2. PLUMBING ACCESS PANEL TO REMAIN.
3. INSTALL NEW PULL -DOWN CUP
HOLDER/DISPENSER TO WALL. MOUNT
BOTTOM OF gSPENSER AT+ 48" ABOVE THE
FINISH FLOOR.
I
PLAN SCALE:11,V=V-0"
KEYNOTE'S
l
a
ELEVATION SCALE: 1/4"=1--0•
b
Harrlerl7escriptIon: DRINKING FOUNTAIN
Scale:
AS SIiOWN
$arderltetnNo: 40-30'% ' - CITY OF NEWPORT BEACH
Facility Name: I,113RARY L ELIMINATION OF BARRIERS
Facility Address: l00 E. BAL.BOA 111,VD' pm uedb
Plan No: 13-5146-1, H TSON & ROME PARTNERSHIP
Conti act No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663
Date: 8-6-93
iiRi' No: 9350
Shcet:
1.
of-. I
22
FI--74QmGf"mP
1. DOOR SIGN PER UNIFORM SIGN CODE
SECTION 31.1. TEXT TO READ AS
DESCRIBED. LETTERS TO BE WHITE
ON BLUE BACKGROUND, STYLE TO BE
'
I-ELVETICA AND SIZE TO FIT.
2. SIGN TO BE ATTACHED TO GLASS WITH
SELF ADHESIVE FRONT INSTALLED ON
INTERIOR TO READ THROUGH GLASS
A
PLAN SCALE:1/4•=l'-0•
$ KEYNOTES
0
- -
I
2
JL
DOOR
SCALE:1/4•=l'-0•
b DOOR SIGN SCALE:1•=l'-O•
BarrlerDescrlPUoa: SIGNAGE a SHOWN
Barrier Item Noe
40-32.
CITY OF NEWPORT BEACH
ELIMINATION OF BARRIERS
Facility Name:
LIBRARY
Facility Address:
100 E. BALBOA BLVD.
Pteparedby:
Plan No:
B-5146-L
HUTSON & ROME PARTNERSHIP
Contract No:
C-2934
3333 WestCoan Highway, Newport Beach, CA 92663
Date: 8-6-93
HRP No: 9350
Sheet:
of: I 1
23 1
1. DOOR SIGN "MEN" : TRIANGLE PER UBC
SECTION 511.16
Ott
2. DOOR SIGN "WOMEN" : CIRCLE PER UBC
SECTION 511.16
3. DOOR SIGN "MEN": PER ADA
SECTION A4.30. TEXT TO READ AS
I' �J
DESCRIBED. LETTERS TO BE RAISED,
WHITE ON BLUE, BACKGROUND, STYLE TO BE
••��•�
HELVETICA AND SIZE TO FIT. PROVIDE
GRADE 2 BRAILLE ANDMATTE FINISH.
4. DOOR SIGN'WOMEN": PER ADA
M
SECTION A4.30. TEXT TO READ AS
DESCRIBED. LETTERS TO BE RAISED,
WHITE ON BLUE, BACKGROUND, STYLE TO BE
HELVETICA AND SIZE TO FIT.
/
Yy01K PM Ci Wr r l��
F NOIS VIDE GRADE 2 BRAILLE AND MATTE
S. ATTACH
SIGN WITH DOUBLE SIDED FOAM
TAPE TOP AND BOTTOM.
2 ¢
PARTIAL PLAN SCALE:1/8"=l'-0'
KEYNOTES
8" SIGN TO READ:
MEN
PARTIALLY EQUIPPED
aFOR DISABLED ACCESS.
CO
WOMEN
PARTIALLY EQUIPPED
FOR DISABLED ACCESS.
a
3 4
- �
�
CQa
(Vi.Q,yl��i �oY1i"Q►1S
2
DOOR SCALE:1/4"=r-o'
DOOR DETAIL SCALE:
BamierMscxiptiow. STCNAGE AS SH.
SapierTtem No: 31-'011 CITY OF NEWPORT BEACH
Facility Name: ADMINISTRATION ELIMINATION OF BARRIERS
Facility Address: 592 SUPERIOR AVENUE prepared by:
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333West Coast Mgbway,Newport Beach, CA 92663
24
a .i'
,.',.f •.r "15
.�� t�,
� t.
�'YP
•
rr
Y..�`a
k.";
;.�' . .
..,
-,�
,
1. REMOVE EXISTING CYLINDER LOCKSET
AND REPLACE WITH NEW SCHLAGE'D"
SERIES'NO. D70PD CLASSROOM LOCK.
FINISH TO BE 626 TO MATCH EXISTING
1� Qr
LOCKSETS AND LEVER HANDLE TO BE
"RHODES". VERIFY LOCKSET WITH CITY
PRIOR TO INSTALLATION. KEY LOCK TO
MATCH'EXISTING.
2. REPLACE LOCKSETS ON MEN'S LOCKER
ROOM (2) TOTAL AND WOMEN'S LOCKER
ROOM (1) TOTAL SIMILAR TO MEETING
ROOM DOOR. FIELD VERIFY LOCKSET
TYPES WITH EACH ROOM.
VA.-C..
1_._
.�r—
A PLAN SCALE:1/4"_1'-0'
8 KEYNOTES
I 0
o�E
G DOOR SCALE:1/4'=l'-0"
b
Scale:
AS SHOWN
Barrier Item No: 31-0i.2. CITY OF NEWPORT BEACH
Facility Name: ADMINISTRATION I ELIMINATION OF BARRIERS
Facility Address: 592 SUPERIOR AVENUE
Plan No: B-5146-L UTSO by:
Contract No: C-2934 333 Wes & ROME PARTNERSHIP
3333WestCoast Highway, Newport Beach, CA 92663
25
A PLAN SCALE:114'=V-0'
1. EXISTING LOCKERS TO REMAIN.
=r"}C 2. REMOVE PORTION OF EXISTING BENCH
.� TO ALLOW A CLEAR AISLE SPACE AS
SHOWN.
2J 2 3. EXISTING STEEL BENCH SUPPORT.
4. RE -INSTALL WOOD END CAP WITH
RECESSED ANCHORS AND CAP TO MATCH
O EXISTING CONCEALED CONDITION.
44
tt S. REMOVE END PORTION OF BENCH AS
O Y REQUIRED FOR CLEAR AISLE WIDTH AS
SHOWN. PATCH FLOOR AS REQUIRED
AND
RE-INSTALL OVERHEAD CLOTHES
Dispose of all removed items that will not
be re -used unless requested otherwise
by the City of Newport Beach.
C BENCH DETAILS SCALE:1'=11-0' t) KEYNOTES
BarrlcrDescription: MENS RESTROOM Sc 1ASSHOWN
Barrier Item No; 31-01.3 CITY OF NEWPORT BEACH
Facility Name: ADMINISTRATION I IMINATION OF BARRIERS
Facility Address: 592 SUPERIOR AVENUE Pwparedby. —
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663
26 1
I =
44M
PAN
'
3
1. INSTALL NEW TOILET IN MEN'S
'
ACCESSIBLE TOILET STALL: AMERICAN
STANDARD MODEL NO.3043.102 WITH
FLUSH VALVE TO WIDE SIDE OF STALL.
2. INSTALL NEW TOILET IN WOMEN'S
ACCESSIBLE TOILET STALL: AMERICAN
STANDARD MODEL NO.3043.102 WITH
FLUSH VALVE TO WIDE SIDE OF STALL.
3. EXISTING SUPPLY LINE TO FLUSH VALVE
'
LOCATION.
Dispose of all removed items that will not
be re -used unless requested otherwise
by the City of Newport Beach.
'
A MEN'S ROOM SCALE:iw=1'-0.
t3 KEYNOTES
3
2
'
2
*;r
c V1/OMEN'S SCALE:1/4"=,'-o•
ELEVATION scALE:,/a°
malerDescription: TOILETSFSa
AS SHOWN
'
BarrierltemNO: M-01.4 CITY OF NEWPORT BEACH Date: 8-6-93
Facility Name: ADhIINISTRATION ELIMINATION OF BARRIERS HRP No: 9350
Facility Address: 592 SUPERIOR AVENUE Sheet
Plat) No: B-5146-L HHdby: 1
UTSON & ROME PARTNERSHIP
HUTS
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663 of: 1
' 27
I
1. PROVIDE NEW HAWS DRINKING
FOUNTAIN MODEL NO.NNIt F%c;- -SIGH /
r
LOW DRINKING FOUNTAIN. INSTALL WITH
r
SIDE ROUGH -IN WASTE
2. PROVIDE NEW GYPSUM BIOARD WING
t
Q
WALL. 3 5160 METAL STUDS WITH V8"
a
GYPSUM DRYWALL ALL SIDES.
r
PROVJ L WALL COVERING
NEW YET
AND RUBBER OPSDE
BASE TOMATCH
ADJACENT WALLS.
3. INSTALL 1 X 6 WOOD (OAK) CAP ON TOP
OF WING WALL EASE ALL EDGES AND
FINISH WITH 2 COATS OF CLEAR
L 2.
POLYURETHANE.
4. REMOVE AND RE -HANG EXISTING ART
WORK UPON COMPLETION.
Dispose of all removed items that will not
be re -used unless requested otherwise
by the City of Newport Beach.
�~
A PLAN SCALE:1/4"=1'-0•
KEYNOTES
¢
3
r- T
I
3 ELEVATION
SCALE:1/4'=1'-w
h
Batxierlyescciptioti: DR11YKINd FOUNTAIN A SHOWN
I amen Item Na: 31,01.5 , CITY OF NEWPORT BEACH
Facility Name: ADMINISTRATION I ELIMINATION OF BARRIERS
Facility Address: 592 SUPERIOR AVENUE
Plan No: B-5146-L MJTSedby:
Contract No: C-2934 133TSON 3333 West C ROME PARTNERSHIP
Coast Highway, Newport Beach, CA 92663
Date: 8-6-93
HRP No: 9350
Sheet:
of:1
���� �
_ �� I
4 �y
i' �J n4
.y�j�e�
,,,; ° ���
,'y ^ r...N (,,. a '� �'
,} � i n, f
1
t � . ✓ �,.. I P �:n
. Fa.. �dr .,�i
�� :�, y T � J1 '
n+ ,1��� .` ♦ t .! a �.� �!/ �
i.. ,�n � T � �,
T
� �
...__`�
�F
v/. ;y1.� �i �1 i �J
1.
NEW PLASTIC LAMINATE TOILET PARTITION
SYSTEM. MATCH EXISTING COLOR AND TYPE
(PEDESTAL MOUNT WITH FULL HEIGHT
PILASTERS) MANUFACTURER TO BE BOBRICK
/
WASHROOM EQUIPMENT INC.
2.
NEW V-0" WIDE TOILET PARTITION DOOR
WITH LATCH AND COAT HOOK, MATCH
/ l
3.
EXISTING HARDWARE AND FINISH.
EXISTING CERAMIC TILE SEAT TO REMAIN.
4.
NEW FULL HEIGHT PILASTER AT 90 DEGREE
CORNER. MATCH EXISTING PILASTER.
S.
EXISTING TOILET PARTITION TO REMAIN.
6.
EXISTING TOILET TO REMAIN.
G
'
A�
ril�) PARTIAL
PLAN
SCALE: ,/4"-,-0"
KEYNOTES
(p TI—
�
T4-
k G ELEVATION SCALE:,/4"=,�-0"
-
p
BarrlerDeSCrigtlOA: OLr t►7: RJ w? OV STALL DOOR
1BarierltemNo: 31.01.1 CITY OF NEWPORT BEACH
Facility Name: 15TH STREET RESTROOMS ELIMINATION OF BARRIERS
Facility Address: 15TH ST. & BALBOA Pmparedby:
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 1-3333 West Coast Highway, Newport Beach, CA 92663
Scale:
AS SHOWN
Date: 8-6.93
HRP No: 9350
Sheet:
or: 1 . 1
I
1.
NEW SIGNAGE PER DETAIL "D"
2.
EXISTING CORNER POST.
3.
OVERHANG ABOVE
4.
NORTH ENTRY TO WOMEN'S TOILET ROOM.
S.
EXISTING SIGN TO REMAIN
6.
EXISTING CONCRETE BLOCK WALL.
7.
DOOR SIGN "WOMEN": CIRCLE PER UBC
QJ
SECTION 511.16
8.
DOOR SIGN "MEN" : TRIANGLE PER UBC
%
SECTION 511.16
"MEN":
9.
DOOR SIGN PER ADA
SECTION A4.30. TEXT TO READ'AS
DESCRIBED. LETTERS TO BE RAISED,
WHITE ON BLUE, BACKGROUND, STYLE TO BE
wdi`i��Ns
HELVETICA AND SIZE TO FIT. PROVIDE
GRADE 2 BRAILLE AND MATTE FINISH.
11.
10.
DOOR SIGN "WOMEN": PER ADA
SECTION A4.30. TEXT TO READ AS
7 8
DESCRIBED. LETTERS TO BE RAISED,
—
WHITE ON BLUE, BACKGROUND, STYLE TO BE
HELVETICA AND SIZE TO FIT.
PROVIDE GRADE 2 BRAILLE AND MATTE
FINISH.
2
11.
ATTACH SIGN WITH DOUBLE SIDED FOAM
TAPE TOP AND BOTTOM.
A PARTIAL PLAN SCALE:1/8"=1'-0"
t3
KEYNOTES
NOTE
4SIGN TO READ:
THE WOMEN'S NORTH SIDE RESTROOM . OTHER
gj° MEN
ENTRY FOR WOMEN'S RESTROOM IS SIMILAR BUT
PARTIALLY
UACCESS.
OPPOSITE HAND, INSTALL SIGNAGE FOR MEN'S
FOR DISABLED
RESTROOM SIMILAR TO WOMEN'S. PROVIDE
FOUR SETS OF SIGNAGE TOTAL
SIGN TO READ:
Cj
WOMEN
PARTIALLY EQUIPPED
q FOR DISABLED ACCESS.
11
J
lee �ry
9
7 8
4 8
G ELEVATION SCALE:1/8"=V-0"
b
DOOR DETAIL SCALE:1"=V-0"
Bantnerl7esaripk10t1< RESTROOM SIGNAGE
E erTtemNo: 31,022 rELlMINATlON:0=FBA=RRIERS
Y 70F7N:EWPORTFacility Name: 15THSTREETRESTROOMS
Facility Address: 15TH ST. & BALBOA re3333
redby:
Plan No: B-5146-L SON & ROME PARTNERSHIP
Contract No: C-2934 West Coast Highway, Newport Beach, CA 92663
Scale:
AS SHOWN
Date: 8-6.93
HRP No: 9350
Sheet:
1
of: 1
1. PROVIDE NEW DUAL HEIGHT DRINKING
FOUNTAIN AS MANUFACTURED BY HAWS
MODEL 3150.
2. EXISTING CONCRETE BLOCK WALL
3
3. EXISTING DRINKING FOUNTAIN
4. EXISTING CONCRETE BLOCK WALL
5. EXISTING CONCRETE SIDEWALK
�l•U
ACCESSIBLE SIDE O FOUNTAIN
A PLAN SCALE:1/4"=1•-0"
KEYNOTES
DRINKING FOUNTAIN NOTES
A. Provide and install Haws Model 6611 in -
ground debris collection unit.
B. All supply lines shall be copper with no
fittings located under concrete.
C. All drain lines shall be schedule 80 PVC
O 5
piping.
D. Provide and Install only "sweep" type
drain lines.
fittings on
E. Provide and install Haws Model 6248.60
self -closing bib faucet with this drinking
fountain.
G ELEVATION SCALE: 1/4"=V-0"
31 1
I
V-1
• �:. rr�..t ,• JT`n-� .� ��i:�� i � 1!'i wig • • S
IO
1.
2.
NEW DRINKING FOUNTAIN
EXISTING CONCRETE BLOCK WALL BEYOND.
3.
EXISTING SIDEWALK
4.
SET FOUNTAIN PER PLAN SHEET 1.
5.
TIE NEW DRAIN LINE INTO EXISTING AS
REQUIRED FOR COMPLETE INSTALLATION.
2
6.
NEW WATER SUPPLY FOR DRINKING
FOUNTAIN. PATCH AND REPAIR CONCRETE
AS REQUIRED FOR INSTALLATION AND P.O.C.
(�
7.
NEW 1/2" SUPPLY LINE
LINE
6.
9.
NEW 1 1/2" DRAIN
ANCHOR BOLTS PER MFG�, L�I41L= $5 S
10.
ACCESS PANEL
tu
A BASE DETAIL
SCALE:1"=1'-0"
KEYNOTES
G
b
Hatxte Deserlgtion: DRINKING FOUNTAIN
13W ierAemNo: 31.05' I CITY OF NEWPORT BEACH
Facility Name: BALBOA PIER RESTROOM ELIMINATION OF BARRIERS
Facility Address: BASE OF BALBOA PIER pftparedby:
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663
Scale:
AS SHOWN
Date: 8-6-93
HRP No: 9350
Sheet:
2
of: 2
321
I k
1. REMOVE EXISTING CYLINDER LOCKSET
AND REPLACE WITH NEW SCHLAGE *Do
SERIES NO. D53PD ENTRANCE LOCK.
FINISH TO BE 626 TO MATCH EXISTING
LOCKSEfS AND LEVER HANDLE TO BE
*RHODES'. VERIFY LOCKSET WITH CITY
PRIOR TO INSTALLATION.
2. KEY LOCK TO MATCH EXISTING.
3. EXISTING DEAD BOLT TO REMAIN.
A PLAN SCALE:1/4'=V-0'
KEYNOTES
I
200,3
c ELEVATION
SCALE:1/4'=l'-0'
BatxierDescription: ENTRY DOOR HARDWARE AS SHOWN
BarrierltemNo: 28=01.' CITY OF NEWPORT BEACH
Facility Name: MARINE HEADQUARTERS ELIMINATION OF BARRIERS
Facility Address: 70 NEWPORT, PIER
Plan No: B-5146-L PreParedby:
Contract No: C-2934 333& ROMB PARTNERSHIP
3333 West
t Coast Highway, Newport Beacb, CA 92663
Date: 8.6-93
HRP No: 9350
SBeet:
of: l 1
33 1
L
�..
1. NEW Ill 6" THICK STAINLESS STEEL KICK
PLATE BOTH SIDES OF DOOR.
2. EXISTING GLAZING
3. WOOD BLOCKING TO MATCH EXISTING
DOOR, BOTH SIDES OF DOOR. PAINT
ENTIRE DOOR INCLUDING NEW WOOD TO
MATCH EXISTING COLOR.
4. 1/8" THICK DOUBLE STICK FOAM TAPE
TO GLASS AND NEW WOOD BLOCKING
CONT. ALL AROUND AND AT 2" O/C
VERTICAL BOTH SIDES.
5. STAINLESS STEEL GoU� 99. 5tl•�K Wvoo
O
SCREWS. SECURE NEW KICK PLATE TO
^'
EXISTING WOOD RAILS AND NEW
BLOCKING. FIELD VERIFY DEPTH OF
---�
SCREWS WITH EXISTING GLAZING.
6. EXISTING DOOR RAIL
A ELEVATION SCALE:1/4"=V-0"
KEYNOTES
2
3 2
E
_
¢
el 6
°n
e
c DETAIL SCALE:3"=1'-0"
C�
DETAIL SCALE:3"=r-o"
Batr{ezDesaipflop:' DOOR MCK PLA.'TE ASHOWN
BarrierltemNo: 28-02 . 1 CITY OF NEWPORT BEACH
Facility Name: MARINE HEADQUARTERS ELIMINATION OF BARRIERS
Facility Address: 70 NEWPORT PIER
Plan No: B-5146-L 11 Prepared by:
Contract No: C-2934 3333 West
ROME PARTNERSHIP
3333 eu Coast Highway, Newport Beach, CA 92663
34
1. DOOR SIGN PER UNIFORM SIGN CODE
SECTION 31-1. TEXT TO READ AS
DESCRIBED. LETTERS TO BE WHITE
ON BLUE BACKGROUND, STYLE TO BE
HELVETICA AND SIZE TO FIT.
2. SIGN TO BE ATTACHED TO GLASS WITH
SELF ADHESIVE FRONT INSTALLED ON
INTERIOR TO READ THROUGH GLASS
A PLAN scALE:1/4°=11-o•
KEYNOTES ~
2
G
0
C�
G DOOR SCALE:1/4"=1'-0'
p DOOR SIGN SCALE:1"=1'-0'
BarrierltemNw 28-03 CITY OF NEWPORT BEACH
Facility Name: MARINE HEADQUARTERS I ELIMINATION OF BARRIERS
Facility Address: 70 NEWPORT PIER Preparedby:
Plan No: B-5146-L HUCSON & ROME PARTNERSEIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663
Scale:
AS SHOWN
Date: 8-6-93
HRP No: 9350
Sheet:
of: I
35
I
1.
REMOVE EXISTING THRESHOLD AND
INSTALL NEW "PEMKO" BARRIER FREE
RAMP THRESHOLD NO.257A/259A. FIELD
VERIFY HEIGHT ONCE EXISTING
THRESHOLD IS REMOVED.
2.
MITER CORNER OF THRESHOLD AT OPEN
�i"I Olr
CORNER AREA BLOCK END OF
THRESHOLD AS REQUIRED FOR
COMPLETE
IRAINSTALLATME
3.
EXISTING DOOR AND F TO
REMAIN. MODIFY THRESHOLD TO FIT
--
EXISTING FRAME PROFILE.
--
4.
EXISTING DECK COATING. DO NOT
REMOVE COATING FOR INSTALLATION
OF THRESHOLD. PATCH COATING AS
REQUIRED WITH SAME KIND AND COLOR
IF REQUIRED.
3
S.
EXISTING VINYL TILE FLOORING TO
REMAIN. INSTALL NEW THRESHOLD OVER
�Or
EXISTING FLOORING.
A PLAN SCALE:1/4"=1'-0"
KEYNOTES
3
5
4
�
12n
,D
G ELEVATION SCALE: 1/4"=1'-0"
b
THRESHOLD
SCALE:1'=,-0'
Barriermscriptlon: THR S OLD AS SHOWN
Barrioritem No: 28-04 CITY OF NEWPORT BEACH
Facility Name: MARINE HEADQUARTERS IMINATION OF BARRIERS
Facility Address: 70 NEWPORT PIER Prepared by:
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beacb, CA 92663
Date: 8-6-93
HRP No: 9350
Sheet:
1'
of: I
GT
�j
1. EXISTING ELECTRIC DRINKING
FOUNTAIN TO REMAIN.
2. INSTALL NEW PULL -DOWN CUP HOLDER
TO WALL, MOUNT BOTTOM OF
DISPENSER AT+48" ABOVE THE FINISH
FLOOR.
3. EXISTING SUPPORT LEDGE TO REMAIN.
2 I
A PLAN SCALE:1/4"=V-0"
KEYNOTES
y �
Q
ELEVATION SCALE:1/4"=1'-0"•
b
Scale:
AS SHOWN
BarrierItccnNo: 2805' CITY OF NEWPORT BEACH
Facility Name: MARINE HEADQUARTERS ELIMINATION OF BARRIERS
Facility Address: 70 NEWPORT PIER F3733'3
reared by:
Plan No: B-5146-L SON & ROME PARTNERSHIP
Contract No: C-2934 West Coast Highway, Newport Beach, CA 92663
37
I
t
1.
DOOR SIGN: PER ADA SECTION A4.30.
TEXT TO READ AS DESCRIBED.
LETTERS TO BE RAISED, WHITE ON BLUE,
z!
BACKGROUND, STYLE TO BE
HELVETICA AND SIZE TO FIT.
PROVIDE GRADE 2 BRAILLE AND MATTE
FINISH.
2.
EXISTING CALL BUTTON FOR YACHT
BROKER.
I
3.
EXISTING CALL BUTTON FOR MARINA
j
4.
MANAGER.
EXISTING EMERGENCY PULL BOX
i-+
�(
5.
6.
EXISTING MAILBOXES
ATTACH SIGN WITH DOUBLE SIDED FOAM
TAPE TOP AND BOTTOM.
A PLAN
SCALE:1/4"=1'-0'
KEYNOTES
SIGN TO READ:
MARINA OFFICE
4
RING BELL FOR
ASSISTANCE
G ELEVATION SCALE:1/4"=V-o"
17
SIGN DETAIL SCALE:1'=1r-o•
BatrierDescripuoa: SIGNAGE
Barrier Item NO; .'28.07.! CITY OF NEWPORT BEACH
Facility Name: BALBOA YACHT BASIN ELIMINATION OF BARRIERS
Facility Address: 829 HARBOR ISLAND
Plan No: B-5146-L H3333 UTSONROME PARTNERSHIP
y.
Contract No: C-2934 es C West Coact Highway, Newport Beach, CA 92663
Scale:
AS SHOWN
Date: 8-6-93
HRP No: 9350
Sheet
of. 1
38 1
r
T'
r
1
S I�
1.
DOOR SIGN "MEN": TRIANGLE PER UBC
SECTION 511.16
CD
2.
DOOR SIGN "MEN": PER ADA
SECTION A4.30. TEXT TO READ AS
DESCRIBED. LETTERS TO BE RAISED,
WHITE ON BLUE, BACKGROUND, STYLE TO BE
HELV AND SIZE FIT.
IL
IDE G RADE 2 BRAILLE AND MATTE
PROVIDE G
1 2
FINISH.
3.
NEW CLEAR LANDING AREA- SEE 28-09.
4.
PROVIDE AND INSTALL NEW SURFACE
MOUNTED DOOR CLOSER MANUFACTURED BY
"NORTON"
5.
ATTACH SIGN WITH DOUBLE SIDED FOAM
TAPE TOP AND BOTTOM.
6.
INSTALL NEW LEVER STYLE HARDWARE
"SCHLAGE MODEL NO: D70PD RHODES
SERIES FINISH TO BE 626 SATIN
CHROME PLATED. KEY LOCK TO MATCH
EXISTING KEY.
7.
CLEAN AND RE -INSTALL EXISTING DEAD
BOLT AND COVER PLATE.
A FLOOR PLAN SCALE:1/4"-0"
KEYNOTES
4
2
SIGN TO READ:
MEN ,
PARTIALLY EQUIPPED
I
FOR DISABLED ACCESS.
�N
z
G
DOOR SCALE:1/4'=l'-0"
SIGN DETAIL SCALE: 1"=l'-0"
Scale:
AS SHOWN
Barrier Item No: 29.08 ' CITY OF NEWPORT BEACH
Facility Name: BALBOA YACHT BASIN ELIMINATION OF BARRIERS
Facility Address: 829 HARBOR ISLAND Prepared by:
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663
39 1
VP
i
R"Y'�f//��sttgqifn��•{M1'—s��f�••:, • :ram �:
C �
11
1
1
1
2
All
1. REMOVE EXISTING CONCRETE CURB,
PLANTING AND DEBRIS.
2. NEW CONCRETE CURB TO MATCH
ADJACENT SIZE AND FINISH.
3. NEW CONCRETE AT LOCATION OF
REMOVED PLANTER. 4" THICK
CONCRETE WITH WELDED WIRE MESH 6"
\
X 6" #10, #10.OVER 2" OF SAND FILL
HEIGHT OF NEW CONCRETE SLAB AREA
00 U
TO MATCH EXISTING CONCRETE
G
-
INCLUDING DRAINAGE SLOPES. FINISH
SHALL MATCH ADJACENT CONCRETE TIE
NEW SLAB TO EXISTING WITH #4
3
DOWELS ONE EACH SIDE 24" LONG.
4, EXISTING WOOD FENCE
6. CAULK 1/4" JOINT
6. MATCH EXISTING
7. WELDED WIRE MESH 6" X 6" #10, #10.
8. 2" SAND FILL
D
A PLAN SCALE:1/4"=l'-0"
13 KEYNOTES
/7A.0
°•ti• ` ° 00 6
° G
F9I
DETAIL SCALE- 11/2"=1'-0•
DETAIL SCALE: 11/2"=1--0"
Scale:
AS SHOWN
BatTierTtemNo; 28.09 ., CITY OF NEWPORT BEACH
Facility Name: BALBOA YACHT BASIN II IMINATION OF BARRIERS
Facility Address: 829 HARBOR ISLAND
Plan No: B-5146-L ITUT'S aby:
Contract No: C-2934 HU3ON C ROMB PARTNERSHIP
3333 West Coast Highway, Newport Beach, CA 92663
IN
W041
wmis"n'V
1. DOOR SIGN "WOMEN": CIRCLE PER UBC
SECTION 511.16
j
2. DOOR SIGN "WOMEN": PER ADA
(p
SECTION A4.30. TEXT TO READ AS
I t _
DESCRIBED. LETTERS TO BE RAISED,
WHITE ON BLUE, BACKGROUND, STYLE TO
BE,HELVETICA AND SIZE TO FIT.
PROVIDE GRADE 2 BRAILLE AND MATTE
FINISH.
3. EXISTING PLANTER AREA
2
4. PROVIDE AND INSTALL NEW SURFACE
MOUNTED DOOR CLOSER MANUFACTURED BY
"NORTON"
5. ATTACH SIGN WITH DOUBLE SIDED FOAM
j
TAPE TOP AND BOTTOM.
6. INSTALL NEW LEVER STYLE HARDWARE
•SCHLAGE MODEL NO: D70PD RHODES
SERIES FINISH TO BE 626 SATIN CHROME
PLATED. KEY LOCK TO MATCH EXISTING KEY.
7. CLEAN AND RE -INSTALL EXISTING DEAD BOLT
AND COVER PLATE.
A FLOOR PLAN SCALE:1w=11-0"
8 KEYNOTES
e"
SIGN TO READ:
WOMEN
w PARTIALLY EQUIPPED
�j.
FOR DISABLED ACCESS.
_Q
7 �O
I211
DOOR SCALE:1/4"_,'-o•
b SIGN
DETAIL SCALE: 1"=1'-0'
BatrierDeseriptioa: WOMEN1S
BatrierTtemNo:
28-111.
CITY OF NEWPORT BEACH
ELIMINATION OF BARRIERS
Facility Name:
BALBOA YACHT BASIN
Facility Address:
829 HARBOR ISLAND
Plan No:
B-5146-L
Prepared by:
HUfSON & ROME PARTNERSHIP
Contract No:
C-2934
3333 West Coast Highway, Newport Beach, CA 92663
Scale:
AS SHOWN
Date: 8-6-93
HRP No: 9350
Sheet:
Of. I 1
imm
Aw
bvl-77�— I
rl
iA) ELEVATION SCALE:1/4"=A-0"
1. DOOR SIGN "MARINA OFFICE": PER ADA
SECTION A4.30. TEXT TO READ AS
DESCRIBED. LETTERS TO BE RAISED,
SIGN TO READ:
WHITE ON BLUE, BACKGROUND, STYLE TO
MARINA OFFICE
BE HELVETICA AND SIZE TO FIT.
RING BELL FOR
PROVIDE GRADE 2 BRAILLE AND MATTE
ASSISTANCE
FINISH.
2. INSTALL NEW DOOR BELL WITH
TRANSFORMER AND BELL INSIDE
STORAGE OFFICE.
5. ATTACH SIGN WITH DOUBLE SIDED FOAM
TAPE TOP AND BOTTOM.
�_ SIGN DETAIL SCALE:1"=r-o" KEYNOTES
Scale:
AS SHOWN
Barrier Item No: 28:12::,; •CITY OF NEWPORT BEACH
Facility Name: BALBOA YACHT BASIN ELIMINATION OF BARRIERS
Facility Address: 829 HARBOR ISLAND Peeparedby:
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663
42
p
1.
REMOVE AND RE -INSTALL EXISTING LONG
GRAB BAR AT n' AS SHOWN. PATCH AND
REPAIR ALL DAMAGE FROM REMOVAL.
2.
REMOVE AND RE -INSTALL EXISTING SHORT
GRAB BAR AT 33" AS SHOWN. PATCH AND
REPAIR ALL DAMAGE FROM REMOVAL.
3.
EXISTING TOILET
4.
RE -INSTALL TOILET PAPER DISPENSERS AS
SHOWN. SEE ADA SPCEIFICATION SECTION I
I
4.16-4.19
5.
FINISH FLOOR
A PARTIAL PLAN SCALE: 1/4"=1'-0"
i
i
i
�I
.
5 �
G ELEVATION SCALE:1/4"=V-0"
o
43 1
ail
4
1.
2.
EXISTING STAINLESS STEEL SINK
INSTALL NEW SINGLE HOLE METERING
FAUCET AS MANUFACTURED BY AMERICAN
STANDARD. MODEL 1340.000. ADJUST PER
ADA SPECIFICATION NO. 4.19.5,4.24,4.27.4.
ti
AD PARTIAL PLAN SCALE:1/4"=V-0°
KEYNOTES
G
!�
Battier Description. r l Scale:
FAUCETS (MOIIsJ I AS SHOWN
Banier Item No: 287-24.2' CITY OF NEWPORT BEACH
Facility Name: MC FADDEN SQUARE ELIMINATION OF BARRIERS
Facility Address: 70 NEWPORT PIER
Plan No: B-5146-L [3333"West
RPe NY
UTSON & ROME PARTNERSHIP
Contract No: C-2934 Coast Highway, Newport Beach, CA 92663
Date: 8-6.93
IiRP No: 9350
Sheet:
of. 1
44
1.
REMOVE AND RE -INSTALL EXISTING LONG
2j1
�
GRAB BAR AT 39" AS SHOWN. PATCH AND
REPAIR ALL DAMAGE FROM REMOVAL.
2.
REMOVE AND RE -INSTALL EXISTING SHORT
2
GRAB BAR AT 33" AS SHOWN. PATCH AND
REPAIR ALL DAMAGE FROM REMOVAL.
3.
4.
EXISTING TOILET
RE -INSTALL TOILET PAPER DISPENSERS AS
SHOWN. SEE ADA SPCEIFICATION SECTION
4.16 - 4.19
5.
FINISH FLOOR
—Q
A PARTIAL PLAN SCALE:1/4"=V-0"
KEYNOTES
l
r r M l9
G ELEVATION SCALE:1/4"=1'-0..
(�
Scale:
AS SHOWN
$atrierltemx- 2&2s.1 CITY OF NEWPORT BEACH
Facility Name: MC FADDEN SQUARE ELIMINATION OF BARRIERS
Facility Address: 70 NEWPORT PIER Prepareaby:
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663
41
1. EXISTING STAINLESS STEEL SINK
2. INSTALL NEW SINGLE HOLE METERING
FAUCET AS MANUFACTURED BY AMERICAN
STANDARD. MODEL 1340.000. ADJUST PER
ADA SPECIFICATION NO. 4.19.5,4.24,4.27.4.
I
PARTIAL
PLAN SCALE:1/4"=r-0"
KEYNOTES
G
�
BarrierDescriptioa: FAUCETS (Wo men's) '
CITY OF NEWPORT BEACH
Facility Name: MC FADDEN SQUARE I ELIMINATION OF BARRIERS
Facility Address: 70 NEWPORT PIER pep�redby:
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast H ghway, Newport Beach, CA 92663
Scale:
AS SHOWN
Date: 8-6-93
HRP No: 9350
Sheet:
of,.
m
.�n.unr.in rni IAITAIAI AII'1TGC
unuvnuv�w vvi.. A. Provide and install Haws Model 6611 In -
ground debris collection unit.
B. All supply lines.shall be copper with no
1.
PROVIDE NEW DUAL HEIGHT DRINKING
FOUNTAIN AS MANUFACTURED BY HAWS
fittings located under concrete.
C. All drain lines shall be schedule 80 PVC
2,
MODEL 3150.
EXISTING BUILDING
D. Provide and install only "sweep" type
3.
4.
EXISTING SIDEWALK
BATHROOM BEYOND
fittings on drain lines.
5.
REMOVE EXISTING CONCRETE DRINKING
6.
FOUNTAIN.
EXISTING DRAIN LINE -TIE IN NEW 1 1/2"
DRAIN BELOW GRADE. PATCH AND REPAIR
AS REQUIRED.
7.
EXISTING DRINKING FOUNTAIN -TIE
INTO WATER SUPPLY FOR P.O.C.
2
8.
NEW 1/2" SUPPLY LINE
9. NEW 1 1/2" DRAIN LINE
10. ANCHOR BOLTS PER MFG(LO;; 1L$$
11.
ACCESS PANEL /
,G
ACCESSIBLE SIDE OF
DRINKING FOUNTAIN
An PLAN SCALE:1/4"=r-o"
KEYNOTES
l
I
�L] ' I- �)n
-
I
2
�
p
E. Provide and install Haws Model 6248.60
self -closing bib faucet with this drinking
fountain.
ELEVATION SCALE:1/4"=1'-0"
D
BASE DETAIL SCALE: 1"=1�4'
47
•Y,
Fly
nRINIl FCl11NTA1N NInTFR
A. Provide and install Haws Model 6611 in -
ground debris collection unit.
B. All supply lines shall be copper with no
1. PROVIDE NEW DUAL HEIGHT DRINKING
FOUNTAIN AS MANUFACTURED BY HAWS
fittings located under concrete.
MODEL 3150.
C. All drain lines shall be schedule 80 PVC
2. EXISTING BUILDING
piping.
„
D. Provide and install only sweep type
3. EXISTING SIDEWALK
4, BATHROOM BEYOND
fittings on drain lines.
S. REMOVE EXISTING CONCRETE DRINKING
FOUNTAIN.
6. EXISTING DRAIN LINE - TIE IN NEW 1 1/2"
_
DRAIN BELOW GRADE. PATCH AND REPAIR
AS REQUIRED.
7, EXISTING DRINKING FOUNTAIN -TIE
INTO WATER SUPPLY FOR P.O.C.
2
8. NEW 1/2"SUPPLY LINE
9. NEW 1 1/2" DRAIN LINE
10. ANCHOR BOLTS PER MFG.0jAINL `E�
11. ACCESS PANEL
ACCfiSSIBLS slog OF
DRINKING FOUNTAIN
A :PLAN SCALE:1/4"ar-0"
KEYNOTES
10
2
I I
�
p
E. Provide and install Haws Model 6248.60
self -closing bib faucet with this drinking
Qj
fountain.
G ELEVATION
SCALE:1/4"=/'-W
a ;
BASE DETAIL SCALE: 1"=1�-9"
ns snowrl
I j
BatriarDescriptlon:. DRINKING
F0,UNT-AYNS (2j
Barrier Item Na:
28 26
CITY OF NEWPORT BEAC14
Date: s-6 93
Facility Name:
MC FADDEN SQUARE'
ELIMINATION OF BARRIERS
I
IIRP No: 935t'
Facility Address:
70NEWPORTPIF.R
Sheet:
Plan No:
I3-5146-L
Prepamdby:
HUTSON & ROME PARTNERSHIP
Contract No:
C-2934
3333West Coast Ilighway,Newport Beach, CA. 92663
of:2
4S
O
U
1
REMOVEHANDRAIL-
G
Z
_
�
2.
REPAIR ALL AREAS PATCH
AND
EFFECTED BY HANDRAIL REMOVAL.
PROVIDE NEW 1 1/2" OUTSIDE DIAMETER
�1
5TEG1— HANDRAIL SYSTEM. RETURN
RAIL 10 WALL AND TERMINATE WITH
END CAP AS SHOWN.
2
3.
INSTALL NEW STAIR NOSING AT THE LOWER
TREAD AND THE UPPER APPROACH
"ROPPE" NO. 15 DOUBLE FLANGE CARPET
NOSING COLOR: "WHITE".
4.
EXISTING STAIR
e
4
2.
==
d4t
3
J
A STAIR PLAN
SCALE:1/4"=1-.0"
KEYNOTES
Down
i
a
¢ N
p
-
STAIR PLAN
SCALE:1/4"=1r-W
HANDRAIL SCALE:1/2"=l'-0'
Barrier Description': STAM STI2.X I AN �I;ANDRA- S% ASSHOWN
Barrier Item No:
05-02' . _
CITY OF NEWPORT BEACH
I F11M1NATION OF BARRIERS
Facility Name:
ATTORNEY
Facility Address:
3300 NEWPORT BLVD.
--
eahy:
Plan No:
B-5146-L
HUTS
U1'SON & ROME PARTNERSHIP
Contract No:
C-2934
3333 West Coast Highway, Newport Beach, CA 92663
Date: 8-6-93
HRP No: 9350
Sheet:
of:3
M,
1.
2.
STAIR NOSING BELOW
PROVIDE NEW 1 1/2" OUTSIDE DIAMETER
STee� HANDRAILSYSTEM. RETURN
HAIL TO WALL AND TERMINATE WITH
3.
END CAP AS SHOWN.
HANDRAIL SUPPORTS WITKCONCEALED
FASTENERS AND ESCUTCHEON PLATE.
I
4.
5.
EXISTING WALL
NEW WALL EXTENSION TO+T-0".
2
A HANDRAIL SCALE:1/2"=V-0"
KEYNOTES
,Z
5
I ICI
3
3
2
2
HANDRAIL
SCALE: 1/2"=V-0"
G
HANDRAIL SCALE: 1/2"=V-0`
BatrlerDescription: STAM STRIPING ANDRANDRA S AS HOWN
Barrlerltem No: 05-02 _ CITY OF NEWPORT BEACH
Facility Name: ATTORNEY ELIMINATION OF BARRIERS
Facility Address: 3300 NEWPORT BLVD. Prepared by:
Plan No: B-5146-L HUP'SON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663
Date: 8.6-93
FIRP No: 9350
Sheet:
of. 3
50
I
1. EXISTING WALL
2, NEW WALL EXTENSION *WOOD STUDS
WITH GYPSUM DRYWALL EACH SIDE TO
+r-04. PAINT ALL SURFACES TO MATCH
ADJACENT WALLS.
3. STAIR BEYOND
4. 2 X WOOD FRAMING - CONT TOP AND
BOTTOM WITH STUDS AT 16" O/C SECURE NEW
FRAMING TO EXISTING WALLS.
-U-
y
2 3
A PARTIAL PLAN SCALE: 1/4"=1--0"
KEYNOTES
4
a�
r �o
z
G ELEVATION SCALE:1/4"=1'-0"
b WALL DETAIL SCALE: 11/20=11-0"
Kmz
Barrierl7esc6ption: ST.AM STRIPING AND HAN'DR AILS A SHOWN
Bamerlt Wo: 05.02 CITY OF NEWPORT BEACH
Facility Name: ATTORNEY ELIMINATION OF BARRIERS
Facility Address: 3300 NEWPORT BLVD. prearedb
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663
Date: 8-6-93
HRP No: 9350
Sheet:
of 3
51
1
'�'ttyla4..'y_i •
'
1.
PROVIDE NEW DUAL HEIGHT DRINKING
4
FOUNTAIN AS MANUFACTURED BY HAWS
MODEL 3150.
2.
EXISTING CONCRETE WALK
3.
EXISTING PLANTING AREA
�!
4.
POINT OF CONNECTION FOR EXISTING
DRINKING FOUNTAIN.
S.
REMOVE EXISTING CONCRETE DRINKING
FOUNTAIN.
2
6.
EXISTING DRAIN LINE -TIE IN NEW 1 1/2•
DRAIN BELOW GRADE. PATCH AND REPAIR
AS REQUIRED.
7.
EXISTING DRINKING FOUNTAIN -TIE INTO
EXISTING WATER SUPPLY FOR NEW
DRINKING FOUNTAIN FOR P.O.C.
�0
8.
9.
10,
NEW 1/2" SUPPLY LINE
NEW 1 1 DRAIN LINE
ANCHOR BOLTS PER MFG.PNLG—`r
B
11.
ACCESS PANEL
ACCESSIBLE SIDE OF
DRINKING FOUNTAIN
PLAN SCALE:1/4"=1'-0•
KEYNOTES
DRINKING FOUNTAIN NOTES
A. Provide and install Haws Model 6611 in -
ground debris collection unit.
B. All supply lines shall be copper with no
fittings located under concrete.
C. All drain lines shall be schedule 80 PVC
piping.
D. Provide and install only "sweep" type
fittings on drain lines.
2
l l 11
r.o �•J•I�� •p .r.
(II`
G ELEVATION SCALE:1/4"=V-0"
BASE DETAIL SCALE:1"=1-0•
Scale:
AS SHOWN
Barrier Item No: 75.654 CITY OF NEWPORT BEACH
Facility Name: CDM YOUTH CENTER ELIMINATION OF BARRIERS
Facility Address: 5TH AND HUS
Plan No: B-5146-L Prepared by:
HU[SON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663
TO
I
PLAN SCALE:1/4"=V-0-
---
10,
1
1. DOOR SIGN PER UNIFORM SIGN CODE
SECTION 31-1. TEXT TO READ AS
DESCRIBED. LETTERS TO BE WHITE
ON BLUE BACKGROUND, STYLE TO BE
HELVETICA AND SIZE TO FIT.
2. SIGN TO BE ATTACHED TO GLASS WITH
SELFADHESIVE FRONT INSTALLED ON
INTERIOR TO READ THROUGH GLASS
KEYNOTES
/All
� s
7
rc) DOOR, SCALE:1/4'=r-o• p) DOOR SIGN SCALE:1" .
$Tm Item No: 75-052 CITY OF NEWPORT BEACH
Facility Name: CDM YOUTH CENTER ELIMINATION OF BARRIERS
Facility Address: 5TH AND IRIS Prepared by:
Plan No: B-5146-L I HUTSON
33 Wes C ROMB PARTNERSHIP
B
Contract No: C-2934 � 3333 West Coast Highway, Newport Besch, CA 92663
Scale:
AS SHOWN
Date: 8-6-93
RP HNo: 9350
Sheet:
of. I
JI
9
N T
T
��• '1 Wi
�' �SA���
i lid Vi�♦
��«
. � ��
?A �.•
� /iL••�.aitv.Ab�
1. PROVIDE NEW DUAL HEIGHT DRINKING
FOUNTAIN AS MANUFACTURED BY HAWS
MODEL3150.
2. NEW CONCRETE WALK BY CITY (NOT A
PART OF THIS CONTRACT)
jorz('�
3. EXISTING GRASS / PLAY AREA
4. REMOVE EXISTING CONCRETE DRINKING
FOUNTAIN.
5. EXISTING DRAIN LINE -TIE IN NEW 11/2'
DRAIN BELOW GRADE. PATCH AND REPAIR
ACCESSIBLE SfDAS
DRINKING�OUNI6.
REQUIRED.
EXISTING DRINKING FOUNTAIN -TIE INTO
/�
EXISTING WATER SUPPLY FOR NEW
DRINKING FOUNTAIN FOR P.O.C.
7. NEW 1/2" SUPPLY LINE
!!? /
8. NEW , 1/2• DRAIN LINE
8. ANCHOR BOLTS PER MFG.�✓A HLF5 i �� �
10. ACCESS PANEL
G
11. NEW 6• WIDE BY 6' HIGH CONCRETE �-- ,b.
12. NEW 4" THICK CONCRETE SLAB
PROVIDE LIGHT BROOM FINISH
PARALLEL WITH SIDEWALK.
13. PROVIDE 6"X 6" #10,#10 WWM OVER 2•
SAND BASE.
PLAN SCALE:1/4"-1'-0•
KEYNOTES
DRINKING FOUNTAIN NOTES
A. Provide and install Haws Model 6611 in -
ground debris collection unit.
B. All supply lines shall be copper with no
fittings located under concrete.
C. All drain lines shall be schedule 60 PVC
piping.
D. Provide and install only "sweep" typefittings
on drain lines.
1—ti-11
1
� 3
�
ELEVATION SCALE:,/4"=V-0"
b BASE DETAIL SCALE: 1•=1'0'
BACrterACSCriptl0n: DR1'L`lJ[1.l.tvG F0U v iM.iV Sc SHOWN
Barrier'ItemNo:
75-12.1
CITY OF NEWPORT BEACH
ELIMINATION OF BARRIERS
Facility Name:
BEGONIA PARK
Facility Address:
BEGONIA AT 1ST AVE.
Pmparedby:
Plan No:
B-5146-L
HUTSON & ROME PARTNERSHIP
Contract No:
C-2934
3333 West Coast Highway, Newport Beach, CA 92663
Date: 8-6-93
HRP No: 9350
Sheet:
of. I
tia.,
-: � -
azn
1. EXISTING WOOD TABLE (1 ONLY) TO BE
MODIFIED TO MEET CURRENT
ACCESSIBILITY GUIDELINES.
REMOVE EXISTING TOP PLANKING AND
REPLACE WITH NEW 2X10'S FINISH TO
MATCH EXISTING. PARKS DEPARTMENT
SUPERINTENDENT SHALL SELECT WHICH
TABLE TO BE MODIFIED.
-__
2. EXISTING TUBULAR SUPPORT FRAME.
3. EXISTING BENCH PLANKS TO REMAIN.
-
4. ANCHOR EXISTING TABLE TO CONCRETE
1
PAD WITH 3/8" DIAMETER "HILTI" QUICK
BOLTS TYPICAL OF (4). PROVIDE STEEL
{
SHIMS AS REQUIRED TO MEET THE HEIGHT
AND CLEARANCE REQUIREMENTS.
5. NEW 4" THICK CONCRETE SLAB AS SHOWN
'00-
FOR ACCESS TO MODIFIED TABLE.
'
3
6. NEW CONCRETE WALK BY CITY (NOT A
PART OF THIS CONTRACT)
7. EXISTING GRASS AREA.
A TABLE PLAN SCALE:1/4•=l'-O"
�KEYNOTES
3 •o
t
I
of
ELEVATION
SCALE:1/4"=,.0•
b CONC. PAD SCALE:1/6"=1�-0"
Scale:
AS SI4OWN
SaMerltem No: 75-12.2 C1TY OF NEWPORT BEACH
Facility Name: BEGONIA PARK ELIMINATION OF BARRIERS
Facility Address: BEGONIA AT 1ST AVE. Peparedby:
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663
59
1.
PROVIDE NEW DUAL HEIGHT DRINKING
FOUNTAIN AS MANUFACTURED BY HAWS
4
MODEL 3150.
2.
EXISTING CONCRETE AREA
3 3
3.
EXISTING GRASS / PLAY AREA
4.
REMOVE EXISTING CONCRETE DRINKING
FOUNTAIN.
-
5.
EXISTING DRAIN LINE -TIE IN NEW 1 1/2•
'
DRAIN BELOW GRADE. PATCH AND REPAIR
-
AS REQUIRED.
6.
EXISTING DRINKING FOUNTAIN -TIE INTO
EXISTING WATER SUPPLY FOR NEW
DRINKING FOUNTAIN FOR P.O.C.
ACCESSIBLE Spy OF
7.
NEW 1/2• SUPPLY LINE
DRINKING FO NTAI r
8.
9.
NEW 1 1/2" DRAIN LINE
ANCHOR BOLTS PER MFG.(`5C�INLrc5 ,V;�L.)
ACCESS PANEL
10.
Dispose of all removed items that will not
be re -used unless requested otherwise
by the City of Newport Beach.
PLAN ;CALE:1/4"=V-o•
B
KEYNOTES
DRINKING FOUNTAIN NOTES
A. Provide and install Haws Model 6611 in -
ground debris collection unit.
t
B. All supply lines shall be copper with no
fittings located under concrete.
C. All drain lines shall be schedule 80 PVC
piping.
D. Provide and install only "sweep" type
fittings on drain lines.
{�
t� �}
If
ELEVATION
SCALE:,/4•=V-o•
BASE DETAIL SCALE:,•=ro•
Barrierltemxo: 75-15.1 - CITY OF NEWPORT BEACH
Facility Name: CHANNEL PLACE PARK ELIMINATION OF BARRIERS
Facility Address: CHANNEL PLACE AT 44TH [a,e
'y:
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast FBghway, Newport Beach, CA 92663
Scale:
AS SHOWN
Date: 8.6-93
IMP No: 9350
Sheet:
1
LOU
T.W
I
W PLAN AN SCALE: 1/8"=V-0"
1. EXISTING CONCRETE TABLE TO REMAIN.
2. EXISTING PLAY AREA
3. EXISTING CONCRETE BENCH TO REMAIN.
4. EXISTING CONCRETE BENCH TO Be
REMOVED TO PROVIDE DISABLED ACCESS
TO TABLE.
S. NEW DRINKING FOUNTAIN - SEE ITEM NO
75-15.1
6. EXISTING GRASS AREA.
7. EXISTING CONCRETE WALL
Dispose of all removed items that will not
be re -used unless requested otherwise
by the City of Newport Beach.
3c: e KEYNOTES
BanieritemN& 75=152 CITY OF NEWPORT BEACH
Facility Name: CHANNEL PLACE PARK ELIMINATION OF BARRIERS
Facility Address: CHANNEL PLACE AT 44T H -
Plan No: B-5146-L Prepareaby.
Contract No: C-2934 333ROME PARTNERSHIP
3333 West
tCoast I-ligbway, Newport Beacb, CA 92663
Scale:
AS SHOWN
Date: 8-6-93
HRP No: 9350
Sheet
of. I
t
61
. .
> �,
41 L,.«ffe. 1
1.' "
h-r°y..=
,r ..
.. �....a• f • 'Y•I��• � �LIJ
_ .._ �_t .a•E✓
1F`� •. S_.....
A Yf.Mt� la4µM w �
� > � � '•rI ^ � «M ��V �/�
�� .I� NMl 1 i }�y,�� ,eta
::rs, .. :. r„
fi:��r ��i�" �4� +��'r,
"�t �
• •h: (lam �-1�:
� �� � ����
� ��
t
i � e Lam' L�� .�1• �• n
A CESSEBLE SIDE OF
1.
PROVIDE NEW DUAL HEIGHT DRINKING
OUNTAIN•
FOUNTAIN AS MANUFACTURED BY HAWS
MODE3 3150.
2.
NEW 6LWi E BY 6• HIGH CONCRETE r-7 ,
3.
EXISTING SIDEWALK
4.
NEW 4" THICK CONCRETE SLAB
J
PROVIDE LIGHT BROOM FINISH
5.
PARALLEL WITH SIDEWALK.
'PROVIDE WX 6• #10,#10 WWM OVER 2"
2
SAND BASE.
6.
EXISTING GRASS AREA
7.
PROVIDE 1/2" WIDE SEPARATION
6i q
BETWEEN EXISTING CONCRETE AND
"Cii Ip
CURB, FILL WITH Gi LANT
8.
REMOVE EXISTING CONCRETE DRINKING
FOUNTAIN AND CONCRETE PAD.
9.
EXISTING DRAIN LINE -TIE IN NEW 1 1/2•
�P
DRAIN BELOW GRADE. PATCH AND REPAIR
AS REQUIRED.
gj
10.
11.
EXISTING DRINKING FOUNTAIN -TIE
INTO WATER SUPPLY FOR P.O.C.
NEW 1/2" SUPPLY LINE
3
12.
13.
NEW 1 1/2" DRAIN LINE
ANCHOR BOLTS PER MFG(15T,&t1,11L:E$5 'aa: L)
14.
ACCESS PANEL
A PLAN SCALE:1/4"=V-0"
KEYNOTES
DRINKING FOUNTAIN NOTES
A. Provide and install Haws Model 6611 in -
ground debris collection unit.
B. All supply lines shall be copper with no
1
fittings located under concrete.
C. All drain lines shall be schedule 80 PVC
piping.
I
DProvide and install only "sweep" type
fittings on drain lines.
7
4
Co
13
G ELEVATION SCALE:1/4"=V-V
G
BASE DETAIL SCALE: 1•=1'0•
I3artierDescription:: DMi- 1 N_ F0M' A i�i AS SHOWN
BarrierItem No: 75-19 _ ,;, CITY OF NEWPORT BEACH
Facility Name: INSPIRATION POINT ELIMINATION OF BARRIERS
Facility Address: OCEAN BLVD, AT ORCHID Prepared by:
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 _ 3333 West Coast Higbway, Newport Beacb, CA 92663
F
62
1.
PROVIDE NEW DUAL HEIGHT DRINKING
FOUNTAIN AS MANUFACTURED BY HAWS
MODEL 3150.
2.
NEW 6" WIDE BY 6" HIGH CONCRETE Pra .
$ �}
3.
4.
EXISTING SIDEWALK
NEW 4" THICK CONCRETE SLAB
PROVIDE LIGHT BROOM FINISH
PARALLEL WITH NEW SIDEWALK.
11adiiiY}}
5 .
PROVIDE 6"X 6" #10,#10 WWM OVER SAND
—'
BASE.
I
6.
EXISTING PLAY AREA
7.
EXISTING GRASS AREA
+
8.
NEW 1 1/2" DRAIN LINE BELOW GRADE
DAYLIGHT AT NEW 3'-0" DEEP GRAVEL FILLED
DRY WELL. DRY WELL TO BE 12" IN DIAMETER
WITH PLASTIC COVER. LOCATION TO BE
DETERMINED BY PARK SUPERINTENDENT.
INSTALL DRAIN LINE 6" BELOW GRADE.
9.
EXISTING HOSE BIBB - TIE INTO WATER
SUPPLY BELOW GRADE FOR NEW DRINKING
FOUNTAIN P.O.C. + OR - 50' AWAY.
10.
NEW 1/2" SUPPLY LINE
11.
12.
NEW 1 1/2" DRAIN LINE
ANCHOR BOLTS PER MFG(%AII` l -F;�` ' 'jEU-)
13.
ACCESS PANEL
A PLAN SCALE: 1"=20'-0"
13
KEYNOTES
DRINKING FOUNTAIN NOTES
A. Provide and install Haws Model 6611 in -
�3
ground debris collection unit.
B. All supply lines shall be copper with no
fittings located under concrete.
C. All drain lines shall be schedule 80 PVC
1t
piping.
D. Provide and install only "sweep" type
1
fittings on drain lines.
p��q
II �
[nh
lZ
r
I
0•
1 I .. •4
G
b
DETAIL SCALE: 1/2"=V-0'
63 1
.•ter �•� � �y t.'
kill
Yr fi " Its y � J
'yn�i '�Ly 4 •�.1.� �,11 Ift •a.l AMY'
.' �y, ' ti • � { l 1.—j��� . . �.
r
j.Jul
(,may I ly.•
I M
~
,.
ilip
It x
G •
y�
'
\ L
l�•; ��1y•,J+•r�3
y
/1 11
to-�O
1.
NEW DUAL HEIGHT DRINKING
FOUNTAIN AS MANUFACTURED BY HAWS
MODEL 315o.
M
p
2.
NEW 6" WIDE BY 6" HIGH CONCRETE F=TY-�-
3.
EXISTING SIDEWALK
4.
NEW 4" THICK CONCRETE SLAB
PROVIDE LIGHT BROOM FINISH
'— -
PARALLEL WITH NEW SIDEWALK.
5.
PROVIDE 6"X 6" #10,#10 WWM OVER SAND
BASE,
2-
I
3
6.
NEW 1 1/2• DRAIN LINE BELOW GRADE
ar
DAYLIGHT AT NEW V-W DEEP GRAVEL FILLED
CESS L'E SIDE
DRY WELL. DRY WELL TO BE 12• IN DIAMETER
f" D
� KIN FOUNT N
WITH PLASTIC COVER. LOCATION TO BE
DETERMINED BY PARK SUPERINTENDENT.
_
i - •
�j
7.
INSTALL DRAIN LINE 6" BELOW GRADE.
EXISTING HOSE BIBB -TIE INTO WATER
SUPPLY BELOW GRADE FOR NEW DRINKING
FOUNTAIN P.O.C.+OR-50'AWAY.
8.
PROVIDE 1/2" WIDE SEPARATION
BETWEEN EXISTING CONCRETE AND
CURB, FILL WITH 5t5�At r
A PLAN SCALE: 1/4"=V-0•
8
KEYNOTES
DRINKING FOUNTAIN NOTES
Dispose of all removed items that will not
A. Provide and Install Haws Model 6611 in-
be re -used unless requested otherwise
ground debris collection unit.
by the City of Newport Beach.
B. All supply lines shall be copper with no
fittings located under concrete.
C. All drain lines shall be schedule 80 PVC
piping.
D. Provide and install only "sweep" type
fittings on drain lines.
2
5
S
�
`}- s 3
cv
�
3
��li=Lt1_���_�--ur��rr_7r1
�_
��e
_HI
•�f�..
1111
nELEVATION SCALE:1/4•=V-0•
p
DETAIL
SCALE-.1•-V-0•
Ba eritemxo: 7S-22.. ' • CITY OF NEWPORT BEACH
Facility Name: LAS ARENAS, PARK ELIMINATION OF BARRIERS
Facility Address: BALBOABLVD. ATI6TH.
Plan No: B-5146-L Prepareahy.
HUTSON & ROME PARTNERSHIP
Contract No: C-2934 11 3333 West Coast Highway, Newport Beach, CA 92663
Scale:
AS SHOWN
Date: 8-6.93
HRP No: 9350
Sheet
op. 2
Md
��
Y�,t�i G'i�'.:�i�� xt� %,4"'".i.t��, �., a. Ki�"'(�i'!; ,+fi lr�"1'
��.�i�l►�Ai�.� �'.T _ �.. ..Y,?� '.2YyY.1 .r ��.` 1
o t�
•
1. PROVIDE NEW DUAL HEIGHT DRINKING
FOUNTAIN AS MANUFACTURED BY HAWS
2. NEW 6LWIDE BY 6" HIGH CONCRETE i`T-:2,
3. EXISTING CONCRETE WALK
1
4. NEW 4" THICK CONCRETE SLAB
1
PROVIDE LIGHT BROOM FINISH
7 A SS E OF 2
PARALLEL WITH WALK.
5. PROVIDE 6"X 6" #10,#10 WWM OVER SAND
a Q D F U I
6. REMOVE EXISTING CONCRETE DRINKING
.—
FOUNTAIN.
7, EXISTING TREE
"(
8. EXISTING GRASS AREA
9. EXISTING DRAIN LINE -TIE IN NEW 1 1/2'
I n
DRAIN BELOW GRADE. PATCH AND REPAIR
AS REQUIRED.
Co ID ¢ $ 3
lo. EXISTING DRINKING FOUNTAIN -TIE
INTO WATER SUPPLY FOR P.O.C.
2j t�
11. NEW 1/SUPPLY LINE
LINE
C
1/
12. NEW 1 1/2"DRAIN
13. ANCHOR BOLTS PER 'MFG�G-jAgLE`S STEEL
14. ACCESS PANEL
PLAN SCALE:1/4"_V-0"
KEYNOTES
DRINKING FOUNTAIN NOTES
Dispose of all removed items that will not
A. Provide and install Haws Model 6611 in-
.be re -used unless requested otherwise
ground debris collection unit.
by the City of Newport Beach.
B. All supply lines shall be copper with no
'
fittings located under concrete.
C. All drain lines shall be schedule 80 PVC
piping.
D. Provide and install only "sweep" type
II
fittings on drain lines.
1 g
t3
-, t I , �; � 2
Ft.I1M� tTht Y a111 �= nn _ I t
l i i0 o
c ELEVATION SCALE:1/4"=v-0• '
D BASE DETAIL SCALE:1•--V-0"
3ar6erDesctiptioa: DRINKM F01W. A ;Iv
BarridrItem No; 75>23 ;,„ CITY OF NEWPORT BEACH
Facility Name: LIDO PARK ELIMINATION OF BARRIERS
Facility Address: VIA LIDO AT LIDO ISLE pre areahy:
Plan No: B-5146-L HITISON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663�
Scale: ��
AS SHOWN
Date: 8.6-93
HRP No: 9350
Sheet:
of. I
65
�%* �", Fes . -
1.
PROVIDE NEW DUAL HEIGHT DRINKING
FOUNTAIN AS MANUFACTURED BY HAWS
MODEL 3150.
I
2.
EXISTING CURB RAMP
3.
EXISTING SIDEWALK
`I 3
4.
NEW 4" THICK CONCRETE SLAB
PROVIDE LIGHT BROOM FINISH
13 �p
5.
PARALLEL
PROVIDE 6 XITH 6 #10,H10 SIDEWALK.
WWM OVER 2"
SAND BASE.
6.
EXISTING GRASS AREA
f�
7.
PROVIDE WIDE SEPARATION
+�
BEETW ENI124
EXISTING CONCRETE AND NEW
CONCRETE PAD, FILL WITH CAULK.
8.
REMOVE EXISTING CONCRETE DRINKING
FOUNTAIN AND CONCRETE PAD.
+
Q '
9.
EXISTING DRAIN LINE - TIE IN NEW 1 1/2"
DRAIN BELOW GRADE. PATCH AND REPAIR
N
FINYJNGFOUNTAIN
10.
AS REQUIRED.
EXISTING DRINKING FOUNTAIN -TIE
INTO WATER SUPPLY FOR P.O.C.
11.
NEW 1/2"SUPPLY LINE
o►►
12.
13.
NEW 1 1/2" DRAIN LINE
ANCHOR BOLTS PER MFG(�GaINL�5[> lu,)
3t---
14.
ACCESS PANEL
PLAN SCALE:1/4"=r-o"
KEYNOTES
DRINKING FOUNTAIN NOTES
A. Provide and install Haws Model 6611 in -
ground debris collection unit.
B. All supply lines shall be copper with no
fittings located under concrete.
C. All drain lines shall be schedule 80 PVC
piping.
D. Provide and install only "sweep" type
u
fittings on drain lines.
E. Provide and install Haws Model 6248.60
self -closing bib faucet with this drinking
QQ '
fountai
I'
Q� "' a'
1�3
T
I
4j
Dispose -of all removed items that will not
V
be re -used unless requested otherwise
by the City of Newport Beach.
c ELEVATION SCALE: 1/4"=1-.0"
b
BASE DETAIL SCALE:1"=1'-0"
Scale:
AS SHOWN
13an-ier item No:
75-24 ,
CITY OF NEWPORT BEACH
ELIMINATION OF BARRIERS
Facility Name:
LOOKOUT POINT
Facility Address:
OCEAN AT GOLDENROD
Pceparedby:
Plan No:
B-5146-L
HUTSON & ROME PARTNERSHIP
Contract No:
C-2934
3333 West Coast Highway, Newport Beach, CA 92663
on
t
i{ 1�1 o fr - - •�
M�
.. .� �'► a'i: .r h.':�x. fj.�aY.�'rc~J�iw►1. x v�S�LJi
p
1
rim
iris" �yx-.
6
U 4.
4rM.Mf11 M<UI� M.� k ��
Al
,A
�FOLYv��
r
ri
W PLAN SCALE:1/8"=l'-0'
it tju a
1. EXISTING WOOD TABLE (2 ONLY) TO BE
MODIFIED TO MEET CURRENT
ACCESSIBILITY GUIDELINES.
REMOVE EXISTING TOP PLANKING AND
REPLACE WITH NEW 2X6'S AND EXTEND AN
ADDITIONAL V-0" AS SHOWN ON PLAN.
2. EXISTING WOOD SUPPORT FRAME.
3. EXISTING BENCH PLANKS TO REMAIN.
4. ANCHOR NEW TOP PLANKS WITH SHIM S AS
REQUIRED TO MEET THE HEIGHT AND
CLEARANCE REQUIREMENTS.
5. NEW 4" THICK CONCRETE WALK AS SHOWN
FOR ACCESS TO MODIFIED TABLES.
PROVIDE LIGHT BROOM FINISH
PARALLEL WITH SIDEWALK.
6. PROVIDE 6"X 6" #10,#10 WWM OVER 2"
SAND BASE.
7. EXISTING GRASS AREA.
8. EXTEND NEW CONCRETE WALK TO SIDEWALK
APPROXIMATELY 75' (FIELD VERIFY LENGTH
PRIOR TO BIDDING).
c� ELEVATION SCALE:1/2'=V-0" KEYNOTES
Scale:
AS SHOWN
Barrier Item Tim 75-25:I. CITY OF NEWPORT BEACH
Facility Name: NEWPORT ISLAND PARK ELIMINATION OF BARRIERS
Facility Address: MARCUS AT 39TH. Pmp aredby:
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663
67
I
i
r
L
ACCESSIBLE SIDE OF 2
1.
PROVIDE NEW DUAL HEIGHT DRINKING
DRINKING FOUNTAIN
FOUNTAIN AS MANUFACTURED BY HAWS
MODEL 3150,
¢.O
2.
EXISTING LOW WALL
3.
EXISTING SIDEWALK
G
4
NEW 4"THICK CONCRETE
H BROOM FINISH
PROVIDE LIGHT
PARALLEL WITH SIDEWALK.
5.
PROVIDE 6"X 6' #10,#10 WWM OVER 2"
to
SAND BASE.
^
6.
EXISTING GRASS AREA
1
7.
PROVIDE 1/2` WIDE SEPARATION
4-4
BETWEEN EXISTING CONCRETE AND NEW
?)
CONCRETE PAD, FILL WITH �L
]k
8.
REMOVE EXISTING CONCRETE 6AINK NG
FOUNTAIN AND CONCRETE STEP.
9.
EXISTING DRAIN LINE - TIE IN NEW 1 1/2"
DRAIN BELOW GRADE. PATCH AND REPAIR
Ll
AS REQUIRED,
10.
EXISTING DRINKING FOUNTAIN -TIE
T;2-il
WATER SUPPLY FOR P.O.C.
IINTO
11.
NEW 1/2" SUPPLY LINE
�
12.
13.
NEW 1 1/2" DRAIN LINE
ANCHOR BOLTS PER
\J
14.
ACCESS PANEL
PLAN SCALE:1/4"=V-o"
8
KEYNOTES
DRINKING FOUNTAIN NOTES
A. Provide and install Haws Model 6611 in -
ground debris collection unit.
B. All supply lines shall be copper with no
fittings located under concrete.
C. All drain lines shall be schedule 80 PVC
i inDP Prrovide and install only "sweep" typefittings
on drain lines.
Am
I'
ELEVATION
SCALE:1/4"=l'-0•
a
BASE DETAIL SCALE:1•=1--o-
Barrier hem No: ' 7545.2 ' CITY OF NEWPORT BEACH
Facility Name: NEWPORT ISLAND PARK ELIMINATION OF BARRIERS
Facility Address: MARCUS AT 39TH ST. Preparedby:
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663
Scale:
AS SHOWN
m
(pt� III
1.
NEW DUAL HEIGHT DRINKING
FOUNTAIN AS MANUFACTURED BY HAWS
2.
3.
MODEL 3150.
NEW 6" WIDE BY 6" HIGH CONCRETE I;T,�,,
DEWALK
IK
v "I.
4.
NEW 41' TH CNG
CONCRETE SLAB
PROVIDE LIGHT BROOM FINISH
—T
PARALLEL WITH NEW SIDEWALK.
V I ,
5.
PROVIDE 6"X 6" #10,#10 WWM OVER SAND
6.
NEW 1 1/2" DRAIN LINE BELOW GRADE
DAYLIGHT AT NEW V-0" DEEP GRAVEL FILLED
0
DRY WELL. DRY WELL TO BE 12" IN DIAMETER
ACCES IBLE SI OF
WITH PLASTIC COVER. LOCATION TO BE
DItIN NG FOU AIN
DETERMINED BY PARK SUPERINTENDENT.
INSTALL DRAIN LINE 6" BELOW GRADE.
p
7.
EXISTING SPRINKLER BOX -TIE INTO WATER
SUPPLY BELOW GRADE FOR NEW DRINKING
FOUNTAIN P.O.C. + OR - 50'AWAY.
8.
PROVIDE 1/2" WIDE SEPARATION
BETWEEN EXISTING CONCRETE AND
��
CURB, FILL WITH eRAL�4NT
y
A PLAN 'SCALE:1/4"=V-0"
KEYNOTES
DRINKING FOUNTAIN NOTES
A. Provide and install Haws Model 6611 in -
ground debris collection unit.
B. All supply lines shall be copper with no
fittings located under concrete.
C. All drain lines shall be schedule 80 PVC
piping:
D.. Provide and install only "sweep" type
Z
fittings on drain lines.
4
� �
. r7
ui=►iif�ll 1=11u�'-'
G ELEVATION SCALE:1/4"=V-0"
D
DETAIL SCALE:1/2"=l'-0"
Awrierl7 ,ScripUon< y� *t�Y�� �•/�t��r�w yy�,,1��tT Scalc:
.L��LV i1 N0- V lJ1V':LA.II`1 ' AS SIIOWN
Fatuity Nmnc: SPYGLASS RESERVOIR CITY Satrier Item No: 75-30:I CI OF NEWPORT BEACH
ELIMINATION OF BARRIERS
Facility Address: MUIR BEACH CIRCLE rrcparcahy:
Fla( No: II-5146-L ((UTSON & ROh1E PARTNERSHIP
Contract No: C-2934 3333 West Coast [Bghway, Newport Beach, CA 92663
Date: 8-6-93
I IRP No: 9350
ShccL•
1
of: 2
M
h
f 1a
IJ '
r I
a
{�� ..Shims �}%./f.•t� 0,-
�rM J
PLAN SCALE: NONE
1. PROVIDE NEW DUAL HEIGHT DRINKING
FOUNTAIN AS MANUFACTURED BY HAWS
MODEL 3150.
2. NEW 6" WIDE BY 6" HIGH CONCRETE FTlb
3. EXISTING SIDEWALK
4. NEW 4" THICK CONCRETE SLAB
PROVIDE LIGHT BROOM FINISH
PARALLEL WITH NEW SIDEWALK.
5. PROVIDE WX 6" #10,#10 WWM OVER SAND
BASE.
6. EXISTING PLAY AREA
7. EXISTING BIKE RACK
6. NEW 1 1/2" DRAIN LINE BELOW GRADE
DAYLIGHT AT NEW V-0" DEEP GRAVEL FILLED
DRY WELL. DRY WELL TO BE 12" IN DIAMETER
WITH PLASTIC COVER. LOCATION TO BE
DETERMINED BY PARK SUPERINTENDENT.
INSTALL DRAIN LINE 6" BELOW GRADE.
9. EXISTING SPRINKLER BOX -TIE INTO WATER
SUPPLY BELOW GRADE FOR NEW DRINKING
FOUNTAIN P.O.C.+OR-5VAWAY.
10. NEW 1/2" SUPPLY LINE
11. NEW 1 1/2" DRAIN LINE
12. ANCHOR BOLTS PER MFG49r� iJlE56 Gj"tEt—L)
13. ACCESS PANEL
05) BASE DETAIL SCALE: 1"=r-o" LC) KEYNOTES
BatrierDescripuoB: DRINKING FOUNTAIN
Barrier4emNo: " 75=30.1 , ' ' CITY OF NEWPORT BEACH
Facility Name: SPYGI,ASS RESERVOIR I iLIMINA'PION OF BARRIERS
Facility Address: MUIR BEACH CIRCLE Reparedby:
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663
seal«
AS SIIO�VN
Dale: R-G -93
I IRP No: 9350
Shcet:
of: 2
1. EXISTING TABLE TO BE PROVIDED BY PARKS
DEPARTMENT FROM EXISTING INVENTORY.
CONTRACTOR TO MODIFY TABLE TO MEET
ADA GUIDELINES. REMOVE EXISTING TOP
( it
(O'O
PLANKS, REPLACE WITH NEW 2X10'S, FINISH
TO MATCH.
2. EXISTING TUBULAR SUPPORT FRAME.
3. EXISTING BENCH PLANKS TO REMAIN,
4. ANCHOR EXISTING TABLE TO CONCRETE
—_
WITH 3/8" DIAMETER "HILTI" QUICK BOLTS
"
I
TYP. OF (4). PROVIDE STEEL SHIMS AS
REQUIRED TO MEET CLEARANCE
'
REQUIREMENTS.
5. NEW 4" THICK CONCRETE SLAB AS SHOWN
N ,t
I
FOR ACCESS TO MODIFIED TABLE. PROVIDE
t
2000 P.S.I. CONCRETE OVER SAND FILL AND
DOWEL INTO EXISTING CONCRETE PAD.
6. NEW 4" THICK CONCRETE WALK TO
SIDEWALK. INSTALL PER CITY STANDARDS
I
FOR FINISH AND SLOPE.
7. EXISTING GRASS AREA.
8 EXISTING SIDEWALK
A
TABLE PLAN
SCALE: i4'=V-0"
e KEYNOTES
'L
(
C1
v
N 'ct
�l
jg�
ELEVATION
SCALE: 1/4"=V-0"
BatxierDescription: PICNICTABLE
IlatridItem No:. 75-36.2. CITY OF NEWPORT BEACH,
Facility Name: SPYGLASS RBSBRVOIR ELIMINATION OF BARRIERS
Facility Address: MUIR BF.ACI I CIRCLE Prepmedby:
Plan NO: B-5146-1, IIUTSON & ROMP PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663
Scale:
AS SIIOWN
Date: 8-6-93
IIRP NO: 9350
Shcet:
of: 2
71
i�
�y:•`yry tt 7 �% ,;,{•M,i':�iul+rt 1.
IC• �
.�1i .y
.vrrra.....� .
rF.
X
'. .'J y.. I •all I ti Yip � t. l � C} � . . ,
YI Y�tly lwY••�'."yjy�N.
ti� (
PLAN SCALE: NONE
1. EXISTING TABLE MODIFIED TO MEET ADA
GUIDELINES. REMOVE EXISTING TOP
PLANKS, REPLACE WITH NEW 2X10'S,
FINISH TO MATCH.
2. EXISTING BIKE RACK
3. EXISTING PLAY AREA
4. EXISTING DRAIN
5. NEW 4" THICK CONCRETE SLAB AS SHOWN
FOR ACCESS TO MODIFIED TABLE. PROVIDE
2000 P.S.I. CONCRETE OVER SAND FILL.A
6, NEW 4" THICK CONCRETE WALK TO
SIDEWALK. INSTALL PER CITY STANDARDS
FOR FINISH AND SLOPE. FIELD VERIFY WALK
ROUTE AND DIMENSIONS.
7. EXISTING GRASS AREA.
8. EXISTING SIDEWALK
Lp) CONC. PAD SCALE:1/16"=1'-0" LC) KEYNOTES I
Batric{DescripUon: PICNIC —ABL ' .
Scale:
AS SIIONN
13arrierltcm.No:' 7530;2. CITY OF NEWPORT BEACH
Facility Namc: SPYGLASS RRSERVOIK ELIMINATION OF BARRIERS
Facility Address: MUIRBBACIICIRCL'E Pmparedby:
Plan No: I3-5146-L ItUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663
Date: 8-6-93
IIIZP No: 9350
Shceu
2
of: 2
72
If
1.
PROVIDE NEW DUAL HEIGHT DRINKING
FOUNTAIN AS MANUFACTURED BY HAWS
8el
MODEL3150.
2.
NEW 6" WIDE BY 6" HIGH CONCRETE FTo,
Q D
3.
EXISTING SIDEWALK
4.
NEW 4" THICK CONCRETE SLAB
PROVIDE LIGHT BROOM FINISH
_ -r
PARALLEL WITH NEW SIDEWALK.
5.
PROVIDE WX 6" #10,#10 WWM OVER SAND
1� _
2- rll (
6.
REMOVE EXISTING CONCRETE DRINKING
Q I Ill
FOUNTAIN.
• I I•II
7.
EXISTING DRY WELL
r CCE S1BLE S OF
OF
8.
EXISTING GRASS AREA
1 DR FO
9.
EXISTING DRAIN LINE -TIE IN NEW 1 1/2"
10
DRAIN BELOW GRADE. PATCH AND REPAIR
AS REQUIRED.
10.
EXISTING DRINKING FOUNTAIN -TIE
INTO WATER SUPPLY FOR P.O.C.
11.
NEW 1/2" SUPPLY LINE
12:
NEW 1 1/2" DRAIN LINE
13.
ANCHOR BOLTS PER MFG:(�I;AINL-S5_
14.
ACCESS PANEL
A PLAN SCALE:1/4"=V-0"
KEYNOTES
DRINKING FOUNTAIN NOTES
A. Provide and install Haws Model 6611 in-
14
ground debris collection unit.
B. All supply lines shall be copper with no
fittings located under concrete.
C. All drain lines shall be schedule 80 PVC
piping.
D. Provide and install only "sweep" type
✓ ,
fittings on drain lines.
E. Provide and install Haws Model 6248.60
self -closing bib faucet with this drinking
fountain.
8oIg
0 tI t J-�x--�/ = 2
O. o
l I
l u •� n
12
ELEVATION SCALE:1/4"=1'.O"
p
BASE DETAIL SCALE:1"=1
BatrcrL'esctigtion; DRINi I G•�O V1V l AI Smie:AS SHOWN
Barrier Item No:'-
?5, 2 .. '.•!'t
CITY OF NEWPORT BEACH
ELIMINATION OF BARRIERS
Facility Name:
W. JETTY VIEW PARK
Facility Address:
OCEAN AT CHANNEL RD.
II Neparedby:
Plan No:
B-5146-L
HUTSON & ROME PARTNERSHIP
Contract No:
C-2934
13333 West Coast highway, Newport Beach, CA 92663
73
1. PROVIDE NEW DUAL HEIGHT DRINKING
+1
FOUNTAIN AS MANUFACTURED BY HAWS
MODEL 3150.
�ct
2. EXISTING CONCRETE COLUMN
❑
2 '
3. EXISTING SIDEWALK
4. EXISTING CONCRETE BLOCK WALL
t r
4-cam = 3
ACCESSIBLE SIDE OF
DRINKING FOUNTAIN
A PLAN SCALE:1/4"=1'-0"
KEYNOTES
DRINKING FOUNTAIN NOTES
A. Provide and install Haws Model 6611 in -
ground debris collection unit.
B. All supply lines shall be copper with no
fittings -located under concrete.
C. All drain lines shall be schedule So PVC
3
piping.
D. Provide and install only "sweep" type
�` //
fittings on drain lines.
�I
E. Provide and install Haws Model 6248.60
self -closing bib faucet with this drinking
fountain.
IIII�IIJ
SnII 1tIgIJ�III�zYIIVER,"'R"WaRtlt l
G ELEVATION SCALE:1/4"=11-0"
BatrierDescriptioti:'• DRINKING FOUNTAIN' nss�IowN
Barrier Item No: 75-33.2 CITY OF NEWPORT BEACH
Facility Name: W.NEWPORTPARK IiLIMINATION OF BARRIERS
Facility Address: SMASHORE,DR.A'I'57'111. P�parcdby:
Platt N0: I1-514G-L IIUTSON & ROME PARTNERSIUP
Contract No: C-2934 3333West Coast fighway,NewportBeach,CA 92663
Date: 8-6-93
IIRP No: 9350
ShceC
of:2
74
V vt
\VVAMII�
m'
tw&!�NLb
1. NEW DRINKING FOUNTAIN
2. EXISTING CONCRETE BLOCK WALL
3. EXISTING SIDEWALK
4. MEN'S RESTROOM
5. TIE NEW DRAIN LINE INTO EXISTING AS
REQUIRED FOR COMPLETE INSTALLATION.
6. NEW WATER SUPPLY FOR DRINKING
FOUNTAIN. PATCH AND REPAIR CONCRETE
AS REQUIRED FOR INSTALLATION AND P.O.C.
7. NEW 1/2" SUPPLY LINE
8. NEW 1 1/2" DRAIN LINE
9. ANCHOR BOLTS PER MFG. PT44 NLEef7 6M
10. ACCESS PANEL
3
BASE DETAIL SCALE:1"-1'-0" 8 KEYNOTES
x
o
UC PLAN SCALE: 1/8"=1'-0"
Salle:
AS SIfOWN
IIarridrItem No:' 75.332CITY OF NEWPORT BEACH
Facility Name: W. NEWPOR'I' PARK I ELIMINATION OF BARRIERS
Facility Address: SEASI IORR DR. A'I' 57'fi l' Prepuedby:
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663
75
10 -oI
0 0 0
[A) TABLE PLAN SCALE:1/4"=V-0"
1. EXISTING TABLE AND CONCRETE PAD TO BE
MODIFIED TO MEET ADA GUIDELINES.
REMOVE EXISTING TOP PLANKS, REPLACE
WITH NEW 2X16S, FINISH TO MATCH.
2. EXISTING TUBULAR SUPPORT FRAME.
3. EXISTING BENCH PLANKS TO REMAIN.
4. ANCHOR EXISTING TABLE TO CONCRETE
WITH 3/8" DIAMETER "HILTI" QUICK BOLTS
TYP. OF (4). PROVIDE STEEL SHIMS AS
REQUIRED TO MEET CLEARANCE
REQUIREMENTS.
5. NEW 4" THICK CONCRETE SLAB AS SHOWN
FOR ACCESS TO MODIFIED TABLE. PROVIDE
2000 P.S.I. CONCRETE OVER SAND FILL AND
DOWEL INTO EXISTING CONCRETE PAD.
6. NEW 4" THICK CONCRETE WALK TO
SIDEWALK. INSTALL PER CITY STANDARDS
FOR FINISH AND SLOPE. FIELD VERIFY WALK
ROUTE AND DIMENSIONS TO COMPENSATE
FOR EXISTING TREES AND OBSTRUCTIONS.
7. EXISTING GRASS AREA.
8. APPROXIMATELY 688 LINEAR FEET TO
CENTER LINE OF PROSPECT STREET.
9. SEASHORE DRIVE
10 EXISTING SIDEWALK
11. ADJACENTTABLE AND CONCRETE PAD.
6 KEYNOTES
FA
a
U ELEVATION U CONC. PAD
Scale:
AS SHOWN
BarrierltemNo: 75-333 CITY OF NEWPORT BEACH
Facility Name: W. NEWPORTPARK ELIMINATION OF BARRIERS
Facility Address: SEASIORE DR. AT 57TH. Preparedby:
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beach, CA 92663
76
1. EXISTING TABLE AND CONCRETE PAD TO BE
MODIFIED TO MEET ADA GUIDELINES.
REMOVE EXISTING TOP PLANKS, REPLACE
WITH NEW 2X1US, FINISH TO MATCH.
2. EXISTING TUBULAR SUPPORT FRAME.
3. EXISTING BENCH PLANKS TO REMAIN.
IO�O
4. ANCHOR EXISTING TABLE TO CONCRETE
WITH 3/8" DIAMETER "HILTI" QUICK BOLTS
PROVIDE STEEL SHIMS AS
IR TO MEET CLEARANCE
REQUIRED
REQUIREMENTS.
5. NEW 4' THICK CONCRETE SLAB AS SHOWN
FOR ACCESS TO MODIFIED TABLE. PROVIDE
1! t,
2000 P.S.I. CONCRETE OVER SAND FILL AND
�.
DOWEL INTO EXISTING CONCRETE PAD.
t '
6. NEW 4' THICK CONCRETE WALK TO
SIDEWALK. INSTALL PER CITY STANDARDS
FOR FINISH AND SLOPE. FIELD VERIFY WALK
tt ��
ROUTE AND DIMENSIONS TO COMPENSATE
FOR EXISTING TREES AND OBSTRUCTIONS.
7. EXISTING GRASS AREA.
z 3 2
8. APPROXIMATELY 548 LINEAR FEET TO
CENTER LINE OF PROSPECT STREET.
9. SEASHORE DRIVE
10 EXISTING SIDEWALK
11. ADJACENT TABLE AND CONCRETE PAD.
A TABLE PLAN SCALE:1/4'=l'-o"
8 KEYNOTES
zil--o
II
�2.
4 2
10
C, ELEVATION
P CONC. PAD
stale:
AS SHOWN
BamerTtem No:
" 75,333 -' .
CITY OF NEWPORT BEACH
ELIMINATION OF BARRIERS
Facility Name:
W. NEWPORT PARK
Facility Address:
SEASHORE DR. AT 57TH.
Prepared by:
Plan No:
B-5146-L
H ROME PARTNERSHIP
Contract No:
C-2934
3333 33 West Coact Highway, Newport Beach. CA 92663
es C
77
I
1
C
I
I
1
1
1
1.
EXISTING TABLE AND CONCRETE PAD TO BE
MODIFIED TO MEET ADA GUIDELINES.
REMOVE EXISTING TOP PLANKS, REPLACE
WITH NEW 2X10'S, FINISH TO MATCH.
2.
EXISTING TUBULAR SUPPORT FRAME.
l 1I
3.
EXISTING BENCH PLANKS TO REMAIN.
10 'O
4.
ANCHOR EXISTING TABLE TO CONCRETE
��----�� �y
WITH 3/8" DIAMETER "HILTI" QUICK BOLTS
1 11a
PROVIDE STEEL SHIMS AS
EDD TO MEET CLEARANCE
REQUIRED
REQUIREMENTS.
5.
NEW 4" THICK CONCRETE SLAB AS SHOWN
FOR ACCESS TO MODIFIED TABLE. PROVIDE
2000 P.S.I. CONCRETE OVER SAND FILL AND
8.
DOWEL INTO EXISTING CONCRETE PAD.
NEW 4" THICK CONCRETE WALK TO
„
SIDEWALK. INSTALL PER CITY STANDARDS
FOR FINISH AND SLOPE. FIELD VERIFY WALK
ROUTE AND DIMENSIONS TO COMPENSATE
FOR EXISTING TREES AND OBSTRUCTIONS.
7.
EXISTING GRASS AEA.
8.
APPROXIMATELY 97 LINEAR FEET TO
CENTER LINE OF PROSPECT STREET.
9.
SEASHORE DRIVE
10
EXISTING, SIDEWALK
11.
ADJACENT TABLE AND CONCRETE PAD.
A TABLE PLAN SCALE:1/4"-1'-0"
b
KEYNOTES
I
I I
0
80., Gy
3
4
z
7
�l N Ct
to m
G ELEVATION
D
CONC. PAD
Barrierltem.No: 75-333 ' CITY OF NEWPORT BEACH
Facility Name: W. NEWPORT PARK ELIMINATION OF BARRIERS
Facility Address: SEASHORE DR. AT 57TH. Prepared by:
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 3333 West Coast Highway, Newport Beacb, CA 92663
Scale:
AS SHOWN
1
II
1. EXISTING TABLE AND CONCRETE PAD TO BE
MODIFIED TO MEET ADA GUIDELINES.
REMOVE EXISTING TOP PLANKS, REPLACE
WITH NEW 2X10'S, FINISH TO MATCH.
2. EXISTING TUBULAR SUPPORT FRAME.
I p
3. EXISTING BENCH PLANKS TO REMAIN.
IO-O
4. ANCHOR EXISTING TABLE TO CONCRETE
WITH 3/8" DIAMETER "HILTI" QUICK BOLTS
I I I y
TYP. OF (4). PROVIDE STEEL SHIMS AS
1L
REQUIRED TO MEET CLEARANCE
REQUIREMENTS.
5. NEW 4" THICK CONCRETE SLAB AS SHOWN
'—
FOR ACCESS TO MODIFIED TABLE. PROVIDE
tl
:i
2000 P.S.I. CONCRETE OVER SAND FILL AND
DOWEL INTOEXISTING CONCRETE PAD.
it
ti
8 NEW 4' THICK CONCRETE WALK TO,
'l
SIDEWALK. INSTALL PER CITY STANDARDS
tt Jt
FOR FINISH AND SLOPE. FIELD VERIFY WALK
ROUTE AND DIMENSIONS TO COMPENSATE
FOR EXISTING TREES AND OBSTRUCTIONS.
7. EXISTING GRASS AREA.
2 3 2
8. APPROXIMATELY 707 LINEAR FEET TO
CENTER LINE OF PROSPECT STREET.
9. SEASHORE DRIVE
10 EXISTING SIDEWALK
11. ADJACENT TABLE AND CONCRETE PAD.
A I -ABLE PLAN SCALE:1/4"=1'-0"
6 KEYNOTES
06
g
2 I
ll
cn
k3
Y.
to fo f—�9
G
ELEVATION
D CONC. PAD
Baa"'Descriptioa: PICNIC TABLE AS SHOWN
Ban#rttemNo:' 75-333 CITY OF NEWPORT BEACH
Facility Name: W. NEWPORT PARK ELIMINATION OF BARRIERS
Facility Address: SEASHORE DR. AT 57TH. Preparedby:
Plan No: B-5146-L HUTSON & ROME PARTNERSHIP
Contract No: C-2934 13333 West Coast Highway, Newport Beach, CA 92663
79
1. EXISTING TABLE AND CONCRETE PAD TO BE
MODIFIED TO MEET ADA GUIDELINES.
REMOVE EXISTING TOP PLANKS, REPLACE
WITH NEW 2X10'S, FINISH TO MATCH.
2. EXISTING TUBULAR SUPPORT FRAME.
1 11
3. EXISTING BENCH PLANKS TO REMAIN.
IO.O
tl —
4. ANCHOR EXISTING TABLE TO CONCRETE
WITH 3/8" DIAMETER "HILTI" QUICK BOLTS
I
PROVIDE STEEL SHIMS AS
_
IR TO MEET CLEARANCE
REQUIRED
REQUIREMENTS.
NEW 4" THICK CONCRETE SLAB AS SHOWN
"
FOR ACCESS TO MODIFIED TABLE. PROVIDE
2000 P.S.I. CONCRETE OVER SAND FILL AND
DOWEL INTO EXISTING CONCRETE PAD.
'
6. NEW 4" THICK CONCRETE WALK TO
SIDEWALK. INSTALL PER CITY STANDARDS
FOR FINISH AND SLOPE. FIELD VERIFY WALK
ROUTE AND DIMENSIONS TO COMPENSATE
"—
FOR EXISTING TREES AND OBSTRUCTIONS.
7. EXISTING GRASS AREA.
2 3
2
8, APPROXIMATELY 219 LINEAR FEET TO
CENTER LINE OF ORANGE STREET.
9. SEASHORE DRIVE
to EXISTING SIDEWALK
11. ADJACENT TABLE AND CONCRETE PAD.
A TABLE PLAN
SCALE:1/4"-,'-0"
KEYNOTES
I
Q
S It
�?
7
II `� 6•
o�.
ryN
2
G ELEVATION
D CONC. PAD
BarrierDescriptioa: PICNICTA13LB A SHOWN
Barrier Item No:
75-33.3
CITY OF NEWPORT BEACH
ELIMINATION OF BARRIERS
Facility Name:
W. NEWPORT PARK
Facility Address:
SEASHORE DR. AT 57TH.
Preparedby: —
Plan No:
B-5146-L
113333
HUTSON & ROME PARTNERSHIP
Contract No:
C-2934
West Coast Highway, Newport Beach, CA 92663
Date: 8-6-93
HRP No: 9350
Sheet:
of: 7
1. EXISTING TABLE AND CONCRETE PAD TO BE
MODIFIED TO MEET ADA GUIDELINES.
REMOVE EXISTING TOP PLANKS, REPLACE
WITH NEW 2X10'S, FINISH TO MATCH.
2. EXISTING TUBULAR SUPPORT FRAME.
I It
3. EXISTING BENCH PLANKS TO REMAIN.
•O
4. ANCHOR EXISTING TABLE TO CONCRETE
WITH 3/8" DIAMETER "HILTI" QUICK BOLTS
41
^� I•
I I
TYP. OF (4). PROVIDE STEEL SHIMS AS
REQUIRED TO MEET CLEARANCE
REQUIREMENTS.
5. NEW 4" THICK CONCRETE SLAB AS SHOWN
3
FOR ACCESS TO MODIFIED TABLE. PROVIDE
'
2000 P.S.I. CONCRETE OVER SAND FILL AND
t
DOWEL INTO EXISTING CONCRETE PAD.
6. NEW 4" THICK CONCRETE WALK TO
r t
SIDEWALK. INSTALL PER CITY STANDARDS
FOR FINISH AND SLOPE. FIELD VERIFY WALK
t' t'
ROUTE AND DIMENSIONS TO COMPENSATE
FOR EXISTING TREES AND OBSTRUCTIONS.
l
7. EXISTING GRASS AREA.
Z 3
S. APPROXIMATELY 213 LINEAR FEET TO
CENTER LINE OF ORANGE STREET.
9. SEASHORE DRIVE
10 EXISTING SIDEWALK
11. ADJACENT TABLE AND CONCRETE PAD.
A TABLE PLAN SCALE:1/4"=1'-0"
8 KEYNOTES
l� Q
2
X
ry�
IZA
t x
q. 2
ELEVATION
p CONC. PAD
BatxierDesctipUon:. PICI�TZCTABL� '... a sHowN
BarrierftemNo; ' 75-33-3 CITY OF NEWPORT BEACH
Facility N.. me: W. NEWPORT PARK ELIMINATION OF BARRIERS
Facility Address: SEASHORE DR. AT 57TH. Preparedby:
Plan No: B-5146-L HUTSON & ROME PARTNTERSMP
Contract.No: C-2934 3333West CoastHighway, Newport Beach, CA 92663
Date: 8-6-93
HRP No: 9350
Sheet
of. 7
mb
$J. .--i •f.r s'•7hw' S� y� r r. .X.: • �..i.+.n. 'r"'t . �1'y.���,�fi
..�'y i .�� !lI-� 1�71.,444�1•S+-p.j�`�,p��C` i.CF at ..��ti- .�,�'.... .vl
I�
t • li � .t+ r. r ,
• rY�.,t S4 lC �y. I S, . '..'. ,
,. "� fir fj��.• f.. f
l�..l•��•V7ar
flit •Y�'}�I.
Jilt-
AAZ2 t.:yll
r �. I
1. EXISTING TABLE AND CONCRETE PAD TO BE
MODIFIED TO MEET ADA GUIDELINES.
REMOVE EXISTING TOP PLANKS, REPLACE
WITH NEW 2X,0S, FINISH TO MATCH.
i P
2. EXISTING TUBULAR SUPPORT FRAME.
10.0 L
3. EXISTING BENCH PLANKS TO REMAIN.
4. ANCHOR EXISTING TABLE TO CONCRETE
WITH 3/8' DIAMETER'HILTI' QUICK BOLTS
TYP. OF (4). PROVIDE STEEL SHIMS AS
REQUIRED TO MEET CLEARANCE
REQUIREMENTS.
S. NEW 4' THICK CONCRETE SLAB AS SHOWN
t
FOR ACCESS TO MODIFIED TABLE. PROVIDE
2000 P.S.I. CONCRETE OVER SAND FILL AND
DOWEL INTO EXISTING CONCRETE PAD.
6. NEW 4' THICK CONCRETE WALK TO
SIDEWALK. INSTALL PER CITY STANDARDS
u �I
FOR FINISH AND SLOPE. FIELD VERIFY WALK
ROUTE AND DIMENSIONS TO COMPENSATE
FOR EXISTING TREES AND OBSTRUCTIONS.
7. EXISTING GRASS AREA.
8. EXISTING PARKING AREA
9. SEASHORE DRIVE
10 EXISTING SIDEWALK
11. ADJACENT TABLE AND CONCRETE PAD.
P� TABLE PLAN SCALE:1/4"=,'-o'
KEYNOTES
Q
2 I
Il It
—z 3' z+ Q
� ^ •titi
fig) 5
�
b4
tu
O
C� V N N
�o
+4
G ELEVATION
CONC. PAD
BarrierDescrption:. PIC'MC- 'ABL A sHowN
Barrier Item No: : 7533.3' ` ' .' CITY OF NEWPORT BEACH
Facility Name: W. NEW PORT PARK ELIMINATION OF BARRIERS
Facility Address: SEASHORE DR. AT 57TH.
Plan No: B-5146-L Prepareaby:
Contract No: C-2934 H 33 SONWes C ROME PARTNERSHIP
3333 West Coast Highway, Newport Beach, CA 92663
Date: 8-6-93
HRP No: 9350
Sheet: 7
of: 9
lh
�7F4"
a
i � Y , �� t V •� r t�tbw • .i'x'
�r i �;� ice. �-�• , � ;ti , �
Y_rN _ �hir��, c�}� , j , � `�( ! `r i• f i� �(��7i} /��{y
T'K'W�IMY�I , i.17��f'•� nrY� 4J 1 r ` � ,i � r �� Jr`'� y14." R'
w. G-• �if',rw . r r r � t i
� 1A
r r M
l fi
CO • GO
1. PROVIDE NEW DUAL HEIGHT DRINKING
FOUNTAIN AS MANUFACTURED BY HAWS
Coll f
MODEL3150.
` Z
2. NEW W WIDE BY 6" HIGH CONCRETE i~r6,
3. EXISTING SIDEWALK
4. NEW 4" THICK CONCRETE SLAB
PROVIDE LIGHT BROOM FINISH
PARALLEL IDEWALK.
�
I
5. PROVIDE XlTH 6" #S e'o,##l0 W WM OVER SAND
��
I-7t'LtJ
BASE.
6. EXISTING ASPHALT WALK
p
7. EXISTING GRASS AREA
CES81B E SIDE
8. PROVIDE 1/2" WIDE SEPARATION
r' p ICING FOUNT
BETWEEN EXISTING CONCRETE AND
CURB, FILL WITH 5t:-4A ANT
A PLAN SCALE:1/4"=V-0"
KEYNOTES
DRINKING FOUNTAIN NOTES
A. Provide and install Haws Model 6611 in -
ground debris collection unit.
B. All supply lines shall be copper with no
fittings located under concrete.
C. All drain lines shall be schedule 80 PVC
piping.
D. Provide and install only "sweep" type
fittings on drain lines.
2
7
�^
G
�i;
I Cui_
s�
G ELEVATION SCALE:1/4"=V-0"
SECTION SCALE:1"=1'-0"
84
I
I
u
L
II
II
II
1. NEW DRINKING FOUNTAIN
2. NEW CONCRETE P.z;T(7,
3. EXISTING SIDEWALK
4. EXISTING CURB AND GUTTER
5. EXISTING DRAIN LINE TO FACE OF CURB.
NEW i 1/2" DRAIN BELOW GRADE. PATCH AND
REPAIR CONCRETE AS REQUIRED.
8. NEW WATER SUPPLY FOR DRINKING
FOUNTAIN, PATCH AND REPAIR CONCRETE
AS REQUIRED FOR INSTALLATION AND P.O.C.
7. NEW 1/2" SUPPLY LINE
8. NEW 1 1/2" DRAIN LINE
9. ANCHOR BOLTS PER MFG �5CAI{ 4tZ— j� y^(re
10. ACCESS PANEL
11. EXISTING WATER METER
12. NEW CONCRETE SLAB
13. EXISTING ASPHALT WALK
CA) BASE DETAIL SCALE: V=1'-0" V�,) KEYNOTES
PLAN SCALE:1/8"=1'-0'
Eli11111erbelciiptitxi:.....:.. f .. SS Ie:
J N NC:FOUNTAIN :.
' A, SI1011'N , •
Barrierlttmm No: 15.0 Cl.TY OF NEWPORT BEACH 11a�c: R-fi 9 i
-- ELIMINA•1'ION OF BARRIE RS , 1 IIRPNo: 9350
Facility Name: O;TAXY I ARK Shea
Facility Address: GALAXY DRIVr pmpNeaby:
flan No: B-5146-1, itUTSON R ROMP. PARTNPRSIRP
Contract No: C-2934 3333 West Coast Wghwny, Newport Bcmh, CA 92063 of: 2
. -W .
. � y
i � J
r rj
.w » • .vim 1 .``r-.^��