HomeMy WebLinkAboutC-5222 - Big Canyon Reservoir Auxiliary Maintenance YardCITY OF NEWPORT BEACH
OFFICE OF THE CITY CLERK
Leilani I. Brown, MMC
April 14, 2016
Optima RPM, Inc.
Attn: Maykel Hanna
17945 Sky Park Circle, Suite D
Irvine, CA 91614
Subject: Big Canyon Reservoir Auxiliary Maintenance Yard — C-5222
Dear Maykel Hanna:
On April 14, 2015, the City Council of Newport Beach accepted the work for the
subject project and authorized the City Clerk to file a Notice of Completion, to
release the Labor & Materials Bond 65 days after the Notice of Completion had
been recorded in accordance with applicable portions of the Civil Code, and to
release the Faithful Performance Bond one year after Council acceptance.
The Notice of Completion was recorded by the Orange County Recorder on
April 22, 2015. Reference No. 2015000204111. The Surety for the contract is
American Contractors Indemnity Company and the bond number is
10010066644. Enclosed is the Faithful Performance Bond.
Sincerely,
Leilani
V ' ��►DSIV
I. Brown, MC
City Clerk
Enclosure
100 Civic Center Drive • Post Office Box 1768 • Newport Beach, California 92658-8915
Telephone: (949) 644-3005 • Fax: (949) 644-3039 9 www.newportbeachca.gov
PREMIUM IS FOR THE CONTRACT TERM AND IS iJECT -
TOADJUSTMENTBASEDONFINALCONTRACTPRICE Executed In Duplicate
EXHIBIT C
CITY OF NEWPORT BEACH
BOND NO. 10010066644
FAITHFUL PERFORMANCE BOND
The premium charges on this Bond is $ 21,412.00 , being at the
rate Of $ 23.50 per thousand for the first 100K- thousand of the Contract price.
"and $18.00 per thousand thereafter
WHEREAS, the City of Newport Beach, State of California, has awarded to
Optima RPM, Inc. hereinafter designated as the "Principal," a contract for Big Canyon
Reservoir Auxiliary Yard improvements, C-5222, in the City of Newport Beach, in strict
conformity with the Contract on file with the office of the City Clerk of the City of
Newport Beach, which is incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute the Contract and the
terms thereof require the furnishing of a Bond for the faithful performance of the
Contract.
NOW, THEREFORE, we, the Principal, and
American Contractors Indemnity Comoanv duly authorized to
transact business under the laws of the State of California as Surety (hereinafter
"Surety"), are held and firmly bound unto the City of Newport Beach, in the sum of One
Million One Hundred Fifty Nine Thousand Dollars and 00/100 ($1,159,000.00) lawful
money of the United States of America, said sum being equal to 100°% of the estimated
amount of the Contract, to be paid to the City of Newport Beach, its successors, and
assigns; for which payment well and truly to be made, we bind ourselves, our heirs,
executors and administrators, successors, or assigns, jointly and severally, firmly by
these present.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal, or the
Principal's heirs, executors, administrators, successors, or assigns, fail to abide by, and
well and truly keep and perform any or all the Work, covenants, conditions, and
agreements in the Contract Documents 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, or fails to
indemnify, defend, and save harmless the City of Newport Beach, its officers,
employees and agents, as therein stipulated, then, Surety will faithfully perform the
some, in an amount not exceeding the sum specified in this Bond; otherwise this
obligation shall become null and void.
As a part of the obligation secured hereby, and in addition to the face amount
specified in this Performance Bond, there shall be included costs and reasonable
expenses and fees, including reasonable attorneys fees, incurred by City, only in the
event City is required to bring an action in law or equity against Surety to enforce the
obligations of this Bond.
Optima RPM, Inc. Page C-1
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 shall in any way affect its obligations on this Bond, and it does hereby waive
notice of any such change, extension of time, alterations or additions 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 one (1) year following the date of formal acceptance
of the Project by 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 lts obligations
under this Bond.
IN WITNESS WHEREOF, this instrument has been duly executed by the
Principal and Surety above named, on the 16th day of June ,2014 .
Optima RPM, Inc.
Name of Contractor (Principal)
American Contractors Indemnity Company
Name of Surety
601 South Figueroa Street, 16th Floor
Los Angeles, CA 90017
Address of Surety
(310)649-0990
Telephone
Autb riz� ed Signature/Title � Imp
Authorized Agent alure
Stephanie Hoang, Attorney -in -Fact
Print Name and Title
NOTARYACKNOWLEDGMENTS OF
CONTRACTOR AND SURETYMUST BEATTACHED
Optima RPM, Inc. Page C-2
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California �(1 3fo-,
County of 3)09
On 1 oae \
personally appeared
ELIZABETH t. ttAMIREZ
Conunksion • 2055808
Notary public - California
oraw County
Coma• E uati Feb 21, 2018+
Place Notary Seal and/or Stamp Above
who proved to me on the basis of satisfactory
evidence to be the persona') whose nameM is/,nl'4
subscribed to the within instrument and acknowledged
to me that hely executed the same in
his/ A,4e* authorized capacity(d-,O, and that by
his(baf/Sherr signature** on the instrument the
person(e), or the entity upon behalf of which the
persol�lXacted, executed the instrument
I certify under PENALTY OF PERJURY under the
laws of the State of California that the foregoing
paragraph is true and correct.
WITN S n tial seal.
Signature:
Signal re of Lary P lic
OPTIONAL
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Description of
Title or Type of C
Document Date:
Signer(s) Other T
Capacity(les) Claimed,by,Sigple
Si Name:_�Ij
Corporate Officer
❑ Individual
::1 Partner— ❑ Limited ❑ General Top of thumb here
L1 Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer's Name:
❑ Corporate Officer — Title(s):
❑ Individual
❑ Partner — ❑ Limited ❑ General Top f thumb here
❑ Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
SigrterRepresenting; }^� U Signer Is Representing:
9'Xlfdi Nalinna Nnlary Accmiarinn.0350 r10 Smn 4vn Pl1Rn.9dro.!`M1etewnnM1 Ce ntnl A.9Jn9.wwuNalinnalNMnry do
IMm A4 7
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
A<..AY.ti!A?:�i�AV. wI A. AQq� .A .A.".A At.A.�N.ASH.:»a.•'�.GHQ-0�'�:4.0".AS..A.":N".�..H,.: �L: a..y �y.M ].�yS�yNa.. aJ .Q A.". A..
State of California 1
County of Orange J)
On G/dI/ before me, Barbara Copeland, Notary Public
Date Hera Insert Name ene TIIIe d the m"r
personally appeared Stephanie Hoang
ama(s) Bner[s)
BARBARA COPELAND
Corrin
N 20169!8
Z ve Notary Public - California
Orange County
W M Comm. Expires Apr 18, 2017+
who proved to me on the basis of satisfactory evidence to
be the person(s) whose name(s) is/are subscribed to the
within instrument and acknowledged to me that
-he/sheAhey executed the same in Nsfier/fheir authorized
capacty(ies), and that by-histher/their signature(s) on the
instrument the person(s), or the entity upon behalf of
which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws
of the State of California that the foregoing paragraph is
true and correct.
WITNESS m) hand and official seal.
Signatu
PIMA N Mry Seal Above Si9naWre f afar/ Pubrc
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Description of Attached Document
Title or Type of Document:
Document Date
Signer(s) Other Than Named Above:
Capacity(les) Claimed by Signer(s)
Signer's Name: Stephanie Hoang
❑ Individual
❑ Corporate Officer—Title(s): —
El Partner —❑ Limited ❑ General
X Attorney In Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
Number of Pages:
Signer's Name:
❑ Individual
❑ Corporate Officer — Title(s):
❑ Partner — ❑ Limited ❑ General
❑ Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
RICHTTHUNISPRINT
OF SIGNER
p III,
III�I�ulllll,'Yl : '1111 'Ii�IIh l
II y IIS, 'NII III iy, I,kII v "
— dl'VI k IL!I I� IW ER OF ATTOWWY
AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY U.S. SPECIALTY INSURANCE COMPANY
KNOW ALL MEN BY THESE PRESENTS: That American Contractors Indemnity Company, a California corporation United States
qty to Maryland c n L Specialty [nstiralIAIII corporauon
i0 thesepresen to point: SIR li,llII1IIIM �I;',II� -
rMl
IVI.I
Shawn Blume, S exp sale Hoang, Eric Lowey or Mark dliatl�son of Costa Mesa, Cahforni-
its true and lawful Attorney(s)-in-fact, each in their separate capacity if more than one is named above, with full: power and authority
hereby conferred in its name,. place and stead, to execute acknowledge and deliver any and all bonds, recognizances, undertakings .
�"th&TWdrj—Uffi or contrac� f Tet ' '� "lode riders, am _ s ul is of :surety, pruwdii t d
®dceed II6� II II��' +� s'. ee Million***. _ __ _Dollars ($
vasty of the following lthdopt� t " u honpecembe1�® ottorpey is
Y exp
- - d by they Boards of Directors of the:Companies;
Be it Resolved, that the President, any Vice -President,. my Assistant vice-president, any Secretary or any Assistant secretary shall be and is hereby vested: with full
power and authority to appoint any one or more suitable persons as Attomey(s)-in=Fact to represent and act for and on behalf of the Company subject to the following
provisionl _ III
e given full power `y.er�-m Al of and on beh1191ompany
knowledge and d k arm
agreements or d a or obligatoryd r alt "consents fo�t�l� iiet
-. �€� in timates on eng i n tent s, and any and Can rig or terminatirt
eremder, and any such instruments so execs - y ivy such Attomey-rn-Fact shall be bmas if signed by the Presiden afir and ei%cted
by the Corporate Secretary. -
Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating
thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or: facsimile scat shall be valid and binding upon the Company with respect to
ary b ei to which it is attached
�I Ilii
OF, TheII� IIIs instrument tt t gate seals to b
-�y�re�sber,2012. Il,,ahll�h �IiY� Ilim � V � � -F
AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY -U.S. SPECIALTY INSURANCE COMPANY
Cho alb � ruR a
0-1
III III 'll' �I���i 111 II 1I��l� — –
`b v' II III III a II —
yr a Da Aguilar, Vice President
State of California %w„F"„„seF ''w,,, .,w,,,a
County of Los Angeles SS'.
_crtusber, 201tM I IIIIII ` �I
a notary pes _ a @aniel.:P Agu
i li-_ —eI
lndemntyT-1 es reCopa
8 tns�nceComp
onthe basis of satisfactory evidencb
trie person whose name is subscriYefto the within instrument and acknow etc ged to me that
he executed the same in his authorized capacity, and that by his signature on the instrument the person(s), or the entity upon behalf of
which the persons) acted; executed the instrument.
t o the State of —ALTY OP PEt � l f I I h � t
attd official s d°�tag paragrap, a
r °pll I 'lll� iom"w"t". s t+>I
Signature .,!\) (Seal) Ni Pdit-CAN”
W h"tW"Cu"nir
euam.r awe.tate
_ I learmie�ee istant Secretary of c pCV n rs IndemniTy Com�an Un Sta urety Company and US. S Ity
"tae do hereby ced li h (foregoing is a _tecta Power of A e
f Bch is still in �� �, =the re u s Directors seflifflitiffillilliMi
�=Ktiney are in full force and effect.
In Witness lyhereof, I have hereunto set my hand and affixed the seals of said Companies at Los Angeles, California this 1,11I day
of ✓LL11P� i0�
191 (III I Ill y'iI —
III III
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Bond No./GJIJeannie Lee, sistanCSecretary
Agency No 18200
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CITY OF NEWPORT BEACH
OFFICE OF THE CITY CLERK
Leilani Brown, CMC
June 30, 2015
Optima RPM, Inc.
Attn: Maykel Hanna
17945 Sky Park Circle, Suite D
Irvine, CA 92614
Subject: Big Canyon Reservoir Auxiliary Maintenance Yard - C-5222
Dear Maykel Hanna:
On April 14, 2015, the City Council of Newport Beach accepted the work for the
subject project and authorized the City Clerk to file a Notice of Completion, to
release the Labor & Materials Bond 65 days after the Notice of Completion had
been recorded in accordance with applicable portions of the Civil Code, and to
release the Faithful Performance Bond one year after Council acceptance.
The Notice of Completion was recorded by the Orange County Recorder on
April 22, 2015, Reference No. 2015000204111. The Surety for the bond is
American Contractors Indemnity Company and the bond number is 1001006664.
Enclosed is the Labor & Materials Payment Bond.
Sincerely,
,�,�
WVI�. i�ldl/V�/
Leilani I. Brown, MMC
City Clerk
Enclosure
100 Civic Center Drive • Post Office Box 1768 • Newport Beach, California 92658-8915
Telephone: (949) 644-3005 • Fax: (949) 644-3039 • www.newportbeachca.gov
?remium Listed On Performance Bond
Executed In Duplicate
EXHIBIT B
CITY OF NEWPORT BEACH
BOND NO. 1001006664
LABOR AND MATERIALS PAYMENT BOND
WHEREAS, the City of Newport Beach, State of California, has awarded to
Optima RPM, Inc. hereinafter designated as the "Principal," a contract for Big Canyon
Reservoir Auxiliary Yard improvements, C-5222, in the City of Newport Beach, in strict
conformity with the Contract on file with the office of the City Clerk of the City of
Newport Beach, which is incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute the Contract 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 the undersigned Principal, and,
American Contractors Indemnity Company duly authorized to
transact business under the laws of the State of California, as Surety, (referred to herein
as "Surety") are held and firmly bound unto the City of Newport Beach, in the sum of
One Million One Hundred Fifty Nine Thousand Dollars and 00/100 ($1,159,000.00)
lawful money of the United States of America, 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 to be made, we bind ourselves, our heirs,
executors and administrators, successors, or assigns, jointly and severally, firmly by
these present.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal or the
Principal's subcontractors, fail to pay for any materials, provisions, or other supplies,
implements or machinery 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, then the Surety will pay for the same, in an amount not
exceeding the sum specified in this Bond, and also, in case suit is brought to enforce
the obligations of this Bond, a reasonable attorneys' fee, to be fixed by the Court as
required by the provisions of Section 9554 of the Civil Code of the State of California.
The Bond shall inure to the benefit of any and all persons, companies, and
corporations entitled to file claims under Section 9100 of the California Civil Code so as
to give a right of action to them or their assigns in any suit brought upon this Bond, as
required by and in accordance with the provisions of Sections 9500 et seq. of the Civil
Code of the State of California.
Optima RPM, Inc. Page B-1
And 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 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 16th day of June 12014
Optima RPM, Inc.
Name of Contractor (Principal)
American Contractors Indemnity Company
Name of Surety
601 South Figueroa Street, 16th Floor
Los Angeles, CA 90017
Address of Surety
(310) 649-0990
Telephone
AuthooZed Signature/Title
Authorized Agent ature
Stephanie Hoang, Attorney -in -Fact
Print Name and Title
NOTARYACKNOWLEDGMENTS OF CONTRACTOR
AND SURETY MUST BE ATTACHED
Optima RPM, Inc. Page B-2
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California
County of C"li
O V before me, AGI�ZGbfl� nyg,'IV(Sorq
Date � �pp Here Insert Name and TMIe ofthe Oincer
personally appeared M"
t"
Alli ELRABETH 1. RWRE2
Commission • 2055808
Notary Public - California =
L%Orange County
Comm 1= Feb 21, 2018 W P'
who proved to me on the basis of satisfactory
evidence to be the person
,A whose nameA is/
subscribed to the within instrument and acknowledged
to me that he/�/twy executed the same in
his{ gAicielf authorized capacity(ies , and that by
his/her/ttael'r signatures on the instrument the
person or the entity upon behalf of which the
personA acted, executed the instrument.
I certify under PENALTY OF PERJURY under the
laws of the State of California that the foregoing
paragraph is true and correct.
WITNE my h-
anfficial seaL
Signature:
Place Notary Seal and/or Stamp Above Public
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Description of
Title or Type of C
Document Date:
Signer(s) Other Than Named Above:
Capacity(ies) Claime by Sig e
SiiP66 Name:
Corporate Officer — itle(s): NJ
❑ Individual 1
❑ Partner— ❑ Limited ❑ GeneralTop of thumb here
El Attorney in Fact
11 Trustee
__1 Guardian or Conservator
LI Other:
�I�st111Is 1�
Signer's Name:
❑ Corporate Officer — Title(s):
❑ Individual
❑ Partner — ❑ Limited ❑ General Top of thumb here
❑ Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
National NotaryAaeociation•9350De Soto Aw., P.O. Box 2402•ChatawoM. CA 91313-2402-w .Nationa)Nalary.org ItemU907 Reorder: Cell Toll -Free 1-800-8]6-862]
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California
County of %Orange
On G"�/ before me, Barbara Copeland, Notary Public
Date Here Insert Name and Title of Me alter
personally appeared Stephanie Hoang
Neme(s) d Sipner(s)
C
RBARA COPELANDmission • 2018919ry Public _CaRrornhOrange Countym. Ex INS r 19, 20tt
who proved to me on the basis of satisfactory evidence to
be the person(s) whose name(&) is/are subscribed to the
within instrument and acknowledged to me that
-he/she/tkey executed the same in+Wher/iheir authorized
capacity(iss), and that by-hlslher/their signature(&) on the
instrument the person(e), or the entity upon behalf of
which the person(&) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws
of the State of California that the foregoing paragraph is
true and correct.
WITNESS m)hh�annddyand official seal.
Pill Nomry Seal Pbwe Signature e.... iaW�� �
gie N a Pudic
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and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signer's Name: Stephanie Hoang
❑ Individual
❑ Corporate Officer —Title(s): —
LJ Partner—E] Limited ❑ General
* Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
RIGHT THU1,13PRINT
OF SIGNER
Number of Pages:
Signer's Name:
❑ Individual
❑ Corporate Officer — Title(s): _
❑ Partner —❑ Limited ❑ General
❑ Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
RIGHT THUA1 SPRINT
OF SIGNER
1h 61111111 6yIIIIIIiI _ _ _
III �I IIII II III IIII
111iI�jiI ; III .y
POWER OF ATTOWgEY _
AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY U.S. SPECIALTY INSURANCE COMPANY
KNOWALLL hal BY THESE PRESENTS: That American Contractors Indemnity Co anyt �alifomia corporation United States
� a Maryland cow n�ti Ji pecialty Instar I 0 !ll l as corporauon t —
r these preser e h point: III Irl 1'°I jIIIIuIlillj I IIIc
p IRS'' 111JI III w,
Shawn Blume, Steplianle Hoang, Eric Lowey or Mark Richardson of Costa Mesa, California
its true and lawful Attorney(s)-in-fact, each in their separate capacity if more than one is named above, with full power and authority
hereby conferred_ -In its name, place and stead, to Fxect(I acknowledge and deliver any and a��ionds, recogmzances, undertakings
1t is or contracts i4'}s>V a &l ql de riders, a =si is of surety,
. t� dtl r cried 9 II V to '� �' a Million*"� - Dollars IS > "
-Power Attorney shall exp JiJ0jjl ( t A#6t action on December _ I'lli oVAttomey Is r
authority of the following resolutions adopted by the Boards of Directors of the Companies:
Be it Resolved that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is hereby vested with full
power and authority to appoint any one or more suitable persons as Anomey(s)-in-Fact to represent and act for and on behalf of the Company subject to the following
pravismn5r _W Idull Vlm
re in _given full power ante of and on behalI� tj}� y, knowledge and d a�� bWaffM
�eeMnrc _, agreements or it}dterti or obligatory {ty l II all consents fid ret
��WmtapslMdlel estimates on ring, - onset io n[racts, and any and Il1011[I bancebng or termmaun niji
thereunder, and any such instruments so executed -by any such Attamey-in-Fact shall be binding upon the Company as if signed by the PresidentsiWsealed and effected
by the Corporate Secretary.
Be it Resolved that the signature of any. authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating
thereto by facsimag and any power of attorney or certificate beans�y
—r�r�t OF, The i1111111,
a acsimile signature or facsimile seal shall be valid and binding upon the Company with respect to
�r-bondkruvde to which it is attache f 1 111� I`I�il,
— II,�al�l
II t instrument td& MW Aft tilililipate seals to Wheal
D�-Zlay-oof'December, 2012. IIII 'III 111@
AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY U.S. SPECIALTY INSURANCE COMPANY
�sxx avy�p4�c, II�I III I�I'F' q
aao.,a, t A1 C+ pl IIII
S' Danie Aguilar, Vice President
State of California `°'@",`,.'�'' *„�,�+„ t,„
CountytiWs eles
- SS: v�I! r1
it ,
Mallfficiffiaftriber, 2012, bll'I, a notary putt P Agui1 ePE
�Mi2ffiPCbkWaa&s Indemnity U i r�
—_
es Iuety.Compan S�nsurance.Lompan_ pkv
on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that
he executed the same in his. authorized capacity, and that by his signature on the instrument the person(s),or the entity upon behalf of
which the persons) acted, executed the instrument.
V +I
qa tl uq&OPENALTY OF P tri t f the State of + 1 r ( II III tl III
'ping paragraphWmqwt riftOla
aand official s - III ID
CpntllHma r iMQR>—
Signature (Seal) alPew -�MK�
Lva>Aaptei Caelrkr
-aro b. O's
ani' --€e istant Secretary f c �� (2 ttMmil
Indemnity Cornp Intl tat suety Company
ale a do hereby c th �lthabl the r soregoing Is a _ tcta Power of A
-
Which is still in i' III t` I I'iC;n ' *��Directors s�itorney are in fullforce and effect.liu—
In Wltnesa3Vhereof, I have hereun o set my hand and affixed the seals of said Companies at Los Angeles, California this /6!4 day
Of l/t�
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Bond No .t�f6!%� o ; + Jeannie Lee, Qssistant Secretary
Agency No 18200 s
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RECORDING REQUESTED BY AND
WHEN RgJC3D�E45 R TQRMTO:
City Clerk U; -
City of Newport Beach
100 Civic 69h ter Drive
Newport Beach, CA 92660
Recorded in Official Records, Orange County
Hugh Nguyen, Clerk -Recorder
IIIII IIIuIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII;IIIIIIIIIIIII�IIIIIiIII�III NO FEE
*$ R 0 0 0 7 4 6 1 4 3 1$
20150002041118:04 am 04122115
47 411 N12 1
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
"Exempt from recording fees
pursuant to Government Code Section 27383"
NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN that the City of Newport Beach, 100 Civic Center Drive,
Newport Beach, California, 92660, as Owner, and Optima RPM, Inc. of Irvine, CA, as
Contractor, entered into a Contract on June 25, 2014. Said Contract set forth certain
improvements, as follows:
Big Canyon Reservoir Auxiliary Maintenance Yard C-5222
Work on said Contract was completed, and was found to be acceptable on
April 14, 2015 by the City Council. Title to said property is vested in the Owner and the
Surety for said Contract is American Contractors Indemnity Company.
BY
Public Works Director
City of Newport Beach
VERIFICATION
certify, under penalty of perjury, that the foregoing is true and correct to the best of my
knowledge. ( I
Executed on �/ Jat Newport Beach, California.
BY au'
City Clerk
�Y
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EW PC) .
a� f m� CITY OF NEWPORT BEACH
0 CITY CLERK'S OFFICE
cq�iFoa��a Leilani Brown, MMC
April 16, 2015
Orange County Recorder
P.O. Box 238
Santa Ana, CA 92702
RE: Notice of Completion for the following projects:
Sunset Ridge Park Contract No. C -3449(A)
Big Canyon Reservoir Auxiliary Maintenance Yard Contract No. C-5222
Ocean Piers Maintenance Contract No. C-5539
Please record the enclosed documents and return to the City Clerk's Office.
Thank you.
Sincerely,
"�C/ ok k 6w—
Leilani I. Brown, MMC
City Clerk
Enclosures
100 Civic Center Drive • Post Office Box 1768 • Newport Beach, California 92658-8915
Telephone: (949) 644-3005 6 Fax: (949) 644-3039 • www.newportbeachca.gov
RECORDING REQUESTED BY AND
WHEN RECORDED RETURN TO:
City Clerk
City of Newport Beach
100 Civic Center Drive
Newport Beach, CA 92660
"Exempt from recording fees
pursuant to Government Code Section 27383"
NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN that the City of Newport Beach, 100 Civic Center Drive,
Newport Beach, California, 92660, as Owner, and Optima RPM, Inc. of Irvine, CA, as
Contractor, entered into a Contract on June 25, 2014. Said Contract set forth certain
improvements, as follows:
Big Canyon Reservoir Auxiliary Maintenance Yard C-5222
Work on said Contract was completed, and was found to be acceptable on
April 14, 2015 by the City Council. Title to said property is vested in the Owner and the
Surety for said Contract is American Contractors Indemnity Company.
110
City of Newport Beach
VERIFICATION
I certify, under penalty of perjury, that the foregoing is true and correct to the best of my
knowledge. �y j
Executed on L/ 11°r I V � ��� at Newport Beach, California.
BY
City Clerk
WE ARE SENDING YOU
Shop drawings
Copy of letter
LETTER OF TRANSMITTAL
DATE: 7/7/20141 JOB NO. 5222
ATTENTION: Raymund Reyes
Management Specialist
RE: Optima RPM, Inc.
Big Canyon Auxiliary Yard
■ Attached ❑ Under separate cover via the following items:
Prints F -j Plans Specifications
❑ Change order
COPIES DATE NO. DESCRIPTION
1 7/3/2014 Bond Rider
`Please note that attached rider corrects the bond number on the performance bond.
THESE ARE ITEMS TRANSMITTED as checked below:
For approval ElApproved as submitted
Optima RPM, Inc.
f�
1
17945 Sky Park Circle, Suite D
^`a
4')
Irvine, California 92614
❑ For Review and comment
Phone (949) 724-1399 Fax (949) 724-1851
TO
City of Newport Beach
PUBLIC WORKS DEPARTMENT
100 Civic Center Drive
Newport Beach, California 92660
WE ARE SENDING YOU
Shop drawings
Copy of letter
LETTER OF TRANSMITTAL
DATE: 7/7/20141 JOB NO. 5222
ATTENTION: Raymund Reyes
Management Specialist
RE: Optima RPM, Inc.
Big Canyon Auxiliary Yard
■ Attached ❑ Under separate cover via the following items:
Prints F -j Plans Specifications
❑ Change order
COPIES DATE NO. DESCRIPTION
1 7/3/2014 Bond Rider
`Please note that attached rider corrects the bond number on the performance bond.
THESE ARE ITEMS TRANSMITTED as checked below:
For approval ElApproved as submitted
Resubmit copies for approval
❑ For your use 0 Approved as noted
Submit copies for distribution
❑X As requested Return for correction
Return corrected prints
❑ For Review and comment
For BIDS DUI =
PRINTS RETURNED AFTER LOAN TO US
REMARKS Please find attached bond rider for vour records.
If you have any questions please do not hesitate to contact me at (949) 724-1399 Extension 202.
Thank You
From: Elizabeth Ramirez
American Contractors Indemnity Company
601 South Figueroa Street, 16th Floor, Los Angeles, CA 90017
BOND RIDER
ATTACHED TO AND FORMING A PART OF:
Bond No.: 1001006664
Principal: Optima RPM, Inc.
Obligee: City of Newport Beach
Surety: American Contractors Indemnity Company
Effective July 3, 2014 , it is agreed that:
The bond number on the performance bond shall change,
From: 10010066644
To: 1001006664
Nothing herein contained shall be held vary, waive, alter, or extend any of the terms, conditions,
agreements or warranties of the above mentioned bond, other than stated as above. Provided,
however, that the liability of the company under the attached bond as changed by this order shall
not be cumulative.
Signed this 3rd day of July, 2014
Surety:
Amer' n o tractors Indemnity Company
By:
Stephanie Hoang, Atto -in-Fact
CALIFORNIAP•ACKNOWLEDGMENT
State of California
County of Orange
On 3 before me, Barbara Copeland, Notary Public
D to Here Insert Name and Title of the Officer
personally appeared Stephanie Hoang
Names) of signer(&)
who proved to me on the basis of satisfactory evidence to
be the person(6) whose name(s) is/are subscribed to the
o A - within instrument and acknowledged to me that
BARBARA, OPE f -he/she/they executed the same in his/her/tfaeir authorized
Commission # 2016348 Z capacity(ies), and that byi�s/her/their signature(&} on the
< =_� Notary Public - California z
Z Orange County instrument the person(s), or the entity upon behalf of
My Comm. Expires Apr 19, 2017 which the person(&} acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws
of the State of California that the foregoing paragraph is
true and correct.
WITNESS m hand and official seal.
Signature��–' ^Lc
Place Notary Seal Above Signatury Notary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signer's Name: Stephanie Hoang
❑ Individual
❑ Corporate Officer — Title(s):
❑ Partner — ❑ Limited ❑ General
X Attorney in Fact •
❑ Trustee Top of thumb here
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
Number of Pages:
Signer's Name:
❑ Individual
❑ Corporate Officer — Title(s):
❑ Partner — ❑ Limited ❑ General
❑ Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
FRIGHTTHUMBPRINT
OF SIGNER
02007 National Notary Association • 9350 De Soto Ave., P.O. Box 2402 • Chatsworth, CA 91313.2402 • www.NationalNotary.org Item #5907 Reorder: Call Toll -Free 1-800-876-6827
POWER OF ATTORNEY
AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY U.S. SPECIALTY INSURANCE COMPANY
KNOW --ALL MEN BY THESE PRESENTS: That American Contractors Indemnity Company, a California corporation, United States: -=
Surety Company, a Maryland corporation and U.S. Specialty Insurance Company, a Texas corporation (collectively, the
"Companies"), do by these presents make, constitute and appoint:
Shawn Blume, Stephanie Hoang, Eric Lowey or Mark Richardson of Costa Mesa, California
its true and lawful Attomey(s)-in-fact, each in their separate capacity if more than one is named above, with full power and authority
hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings
or other instruments or contracts of suretyship to include riders, amendments, and consents of surety, providing the bond
penalty does not exceed *****Three Million***** Dollars ($ **3,000,000.00**_).
This Power of Attorney shall expire without further action on December 08, 2016. This Power of Attorney is granted under and by
authority of the following resolutions adopted by the Boards of Directors of the Companies:
Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is hereby vested with full
power and authority, to appoint any one or more suitable persons as Attomey(s)-in-Fact to represent and act for and on behalf of the Company subject to the following
�"isions:
�orney-n-Fact maybe given full power and authority for and in the name of and on behalf of the Company, to execute, acknowledge and deliver, any and all bonds,
�_ Ognizances, contracts, agreements or indemnity and other conditional or obligatory undertakings, including any and all consents for the release of retained
percentages and/or final estimates on engineering and construction contracts, and any and all notices and documents canceling or terminating the Company's liability
thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be binding upon the Company as if signed by the President and sealed and effected
by the Corporate Secretary.
Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating
thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to
any bond or undertaking to which it is attached. - _ -
IN WITNESS WHEREOF, The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this
10th day of December, 2012. -
AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY U.S. SPECIALTY INSURANCE COMPANY
Corporate -Seals CoRs, : "5 su—
o°o@ ........... iy'', g` qE.......... icT m��. .. PrP'•', - _ -
---
' SEPT 15. 1994 :'c=a
t Daniel P. Aguilar, Vice President
o� 7 ....... .
State of California cgLffOANAa`' `
County of Los Angeles SS:
On 10th day of December, 2012, before me, VanessaWright, a notary public, personally appeared Daniel P. Aguilar, Vice President i
American Contractors Indemnity Company, United States Surety Company and U.S. Specialty Insurance Company who proved to me
on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that
he executed the same in his authorized capacity, and that by his signature on the instrument the person(s), or the entity upon behalf of
which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct
;WITNESS my hand and official seal.
WV IQHTT9
3f9ommtaaron t9
Signature (Seal) NotaryPewfe pajitorats
Los Anpatea County
My Comm. Expires pea 8.2Qts
I, Jeannie Lee, Assistant Secretary of American Contractors Indemnity Company, United States Surety Company and U.S. Specialty
Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of a Power of Attorney, executed by
said Companies, which is still in full force and effect; furthermore, the resolutions of the Boards of Directors, set out in the Power of
Attorney are in full force and effect. d
r
In Witn s Whereof, I have hereunto set my hand and affixed the seals of said Companies at Los Angeles, California this , day
Of�-
Corporate Seals
Bond No. I ob 100 IPLP (P 4 -
Agency No. 18200
Jeannie Lee, . ssistant Secretary
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Jeannie Lee, . ssistant Secretary
CTY OF
F
NEWPORT BEACH
City Council Staff Report
April 14, 2015
Agenda Item No. 8
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: David A. Webb, Public Works Director- (949) 644-3330,
dawebb@newportbeachca.gov
PREPARED BY: Fong Tse, Assistant City Engineer
PHONE: (949) 644-3321
TITLE: Big Canyon Reservoir Auxiliary Maintenance Yard Project - Completion and
Acceptance of Contract No. 5222 (CAP13-0005)
ABSTRACT:
At the June 10, 2014 meeting, City Council awarded the Big Canyon Reservoir Auxiliary Maintenance Yard
Project Contract No. 5222 to Optima Reengineering & Project Management, Inc. (Optima RPM) for a total
contract amount of $1,159,000.00. This work is now complete and staff requests City Council acceptance
and close out of the contract.
RECOMMENDATION:
a) Accept the completed work and authorize the City Clerk to file a Notice of Completion for the project;
b) Authorize the City Clerk to release the Labor and Materials Bond 65 days after the Notice of
Completion has been recorded in accordance with applicable portions of the Civil Code; and
c) Release the Faithful Performance Bond one year after this Council acceptance.
FUNDING REQUIREMENTS:
Funds for the construction contract were expended from the following account:
Account Description Account Number Amount
Big Canyon Reservoir Auxiliary 7402-C1002039
Maintenance Yard
Total
$ 1.217.208.57
$ 1,217,208.57
8-1
DISCUSSION:
Overall Contract Cost/Time Summary
Awarded I Final Cost at Contingency
Contract Amount I Completion Allowance
1,195,000.00 1 $1,217,208.57 1 10% or less
Allowed Contract Time (days) 1 120
Actual
% Due to
% Due to
Contract
Directed
Unforeseen
Change
Change
Change
5.380162.34%
3.04%
Actual Time
-6
114
The contract has now been substantially completed to the satisfaction of the Public Works Department. A
summary of the contract cost is as follows:
Original bid amount: $ 1,195,000.00
Actual cost of bid items constructed: $ 1,152,915.00
Total non -bid item Change Orders: $ 64,293.57
Final contract cost: $ 1,217,208.57
This project constructed a 4,500 SF storage building that spans across five enclosed garages with an
additional 4,500 SF covered open shed storage area attached to the rear of the garages for over -sized
items and storage space so that Municipal Operations Department crews will have more timely access to
materials and supplies while working in the easterly and southeasterly portions of Newport Beach. The
project also constructed a concrete loop road for service vehicles to access additional laydown space and
material storage areas, new perimeter fencing along the Reservoir property lines shared with Canyon Crest
Home Owners Association and Seaview Lutheran Plaza, and new landscaping and groundcover was
installed between the new fences and the yard storage areas and building.
To minimize energy usage, each of the garage bays has large "solar tubes" built into the roof to provide
daytime natural lighting. The building is also equipped with exterior "cutoff non -spill' type down light
fixtures. These lights will normally be `off" and are controlled by a manual on-off switch inside the Building,
and will need to be activated when City crews need to obtain materials and supplies to respond to incidents
during hours of darkness.
Three change orders totaling $64,293.67 (5.38%) were issued. The majority of these changes included
additional building pad excavation and compaction work to mitigate unforeseen field conditions; the
removal of previously unknown, buried asphalt concrete roadway sections; the cost of installing wider
chain -linked gates to accommodate delivery and storage of over -sized items; and the installation of
additional landscaping and larger trees to assist with the screening and views concerns from the
neighboring residential communities.
A summary of the project schedule is as follows:
Estimated Completion Date per 2014 Baseline Schedule February 27, 2015
Estimated Project Award for Construction May 27, 2014
Actual Project Award June 10, 2014
Contract Completion Date Per Notice To Proceed February 18, 2015
Actual Substantial Construction Completion Date February 12, 2015
LIM
ENVIRONMENTAL REVIEW:
Staff found this project categorically exempt under Section 15303, of the State CEQA (California
Environmental Quality Act) Guidelines - Class 3 (New Construction or Conversion of Small Structures). The
Class 3 exemption consists of construction and location of limited numbers of new, small facilities or
structures including but not limited to, accessory structures such as garages, carports, patios, swimming
pools, and fences. The project constructed a single -story storage building that is accessory to existing
facilities. In addition, the project site is located in an urbanized area, not adjacent to an environmentally
sensitive area, and does not involve the use or storage of hazardous substances.
NOTICING:
The agenda item has been noticed according to the Brown Act (72 hours in advance of the meeting at
which the City Council considers the item).
ATTACHMENTS:
Description
Attachment A - Location Mao
Attachment B - Project Photos
M
WORK
LOCATION
BIG CANYON RESERVOIR
AUXILIARY YARD
LOCATION MAP
ATTACHMENT A
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
C-5222 1 04/14/15
m.
9
O.V
BIG CANYON RESERVOIR AUXILIARY YARD
CONTRACT NO. 5222
THIS CONTRACT FOR PUBLIC WORKS ("Contract") is entered into this 25th
day of June, 2014 ("Effective Date"), by and between the CITY OF NEWPORT BEACH,
a California municipal corporation and charter city ("City"), and OPTIMA RPM, INC., a
California corporation ("Contractor"), whose address is 17945 Sky Park Circle, Suite D,
Irvine, CA 92614, and is made with reference to the following:
RECITALS
A. City is a municipal corporation duly organized and validly existing under the laws
of the State of California with the power to carry on its business as it is now being
conducted under the statutes of the State of California and the Charter of City.
B. City has advertised for bids for the following described public work: Big Canyon
Reservoir Auxiliary Yard improvements. The work necessary for the completion
of this contract consists of: obtaining building permits, removing existing
residential garage unit, providing temporary roll -off storage bin, constructing new
storage building and pavement improvements, and installing landscaping and
irrigation system (the "Project" or "Work").
C. Contractor has been determined by City to be the lowest responsible bidder and
Contractor's bid, and the compensation set forth in this Contract, is based upon
Contractor's careful examination of all Contract documents, plans and
specifications.
NOW, THEREFORE, it is mutually agreed by and between the undersigned
parties as follows:
1. CONTRACT DOCUMENTS
The complete Contract for the Project includes all of the following documents:
Notice Inviting Bids, Instructions to Bidders, Proposal, Bidder's Bond, Non -Collusion
Affidavit, Notice to Successful Bidder, Faithful Performance Bond, Labor and Materials
Payment Bond, Permits, Standard Special Provisions and Standard Drawings, Plans
and Special Provisions for Contract No. 5222, Standard Specifications for Public Works
Construction (current adopted edition and all supplements), and this Contract, and all
modifications and amendments thereto (collectively the "Contract Documents"), all of
which are incorporated herein by reference. The Contract Documents comprise the
sole agreement between the parties as to the subject matter therein. Any
representations or agreements not specifically contained in the Contract Documents are
null and void. Any amendments must be made in writing, and signed by both parties in
the manner specified in the Contract Documents.
2. SCOPE OF WORK
Contractor shall perform everything required to be performed, and shall provide
and furnish all the labor, materials, necessary tools, expendable equipment and all utility
and transportation services required for the Project. All of the Work to be performed
and materials to be furnished shall be in strict accordance with the provisions of the
Contract Documents. Contractor is required to perform all activities, at no extra cost to
City, which are reasonably inferable from the Contract Documents as being necessary
to produce the intended results.
3. COMPENSATION
3.1 As full compensation for the performance and completion of the Project as
required by the Contract Documents, City shall pay to Contractor and Contractor
accepts as full payment the sum of One Million One Hundred Fifty Nine Thousand
Dollars and 00/100 ($1,159,000.00).
3.2 This compensation includes:
3.2.1 Any loss or damage arising from the nature of the Work;
3.2.2 Any loss or damage arising from any unforeseen difficulties or
obstructions in the performance of the Work; and
3.2.3 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.
4. NOTICE OF CLAIMS
Unless a shorter time is specified elsewhere in this Contract, before making its
final request for payment under the Contract Documents, Contractor shall submit to
City, in writing, all claims for compensation under or arising out of this Contract.
Contractor's acceptance of the final payment shall constitute a waiver of all claims for
compensation under or arising out of this Contract except those previously made in
writing and identified by Contractor in writing as unsettled at the time of its final request
for payment. The Contractor and City expressly agree that in addition to all claims filing
requirements set forth in the Contract and Contract Documents, Contractor shall be
required to file any claim Contractor may have against City in strict conformance with
the Government Claims Act (Government Code 900 et seq.).
5. WRITTEN NOTICE
5.1 All notices, demands, requests or approvals, including any change in
mailing address, to be given under the terms of this Contract shall be given in writing,
and conclusively shall be deemed served when delivered personally, or on the third
Optima RPM, Inc. Page 2
business day after the deposit thereof in the United States mail, postage prepaid, first-
class mail, addressed as hereinafter provided.
5.2 All notices, demands, requests or approvals from Contractor to City shall
be addressed to City at:
Attention: Public Works Director
City of Newport Beach
Public Works Department
100 Civic Center Drive
P.O. Box 1768
Newport Beach, CA 92658
5.3 All notices, demands, requests or approvals from City to Contractor shall
be addressed to Contractor at:
Attention: Maykel Hanna
Optima RPM, Inc.
17945 Sky Park Circle, Suite D
Irvine, CA 92614
6. INSURANCE
Without limiting Contractor's indemnification of City, and prior to commencement
of Work, Contractor shall obtain, provide and maintain at its own expense during the
term of this Contract or for other periods as specified in the Contract Documents,
policies of insurance of the type, amounts, terms and conditions described in the
Insurance Requirements attached hereto as Exhibit A, and incorporated herein by
reference.
7. RESPONSIBILITY FOR DAMAGES OR INJURY
7.1 City and its elected or appointed officers, agents, officials, employees and
volunteers shall not be responsible in any manner for any loss or damage to any of the
materials or other things used or employed in performing the Project or for injury to or
death of any person as a result of Contractor's performance of the Work required
hereunder, or for damage to property from any cause arising from the performance of
the Project by Contractor, or its subcontractors, or its workers, or anyone employed by
either of them.
7.2 Contractor shall be responsible for any liability imposed by law and for
injuries to or death of any person or damage to property resulting from defects,
obstructions or from any cause arising from Contractor's Work on the Project, or the
Work of any subcontractor or supplier selected by Contractor.
7.3 To the fullest extent permitted by law, Contractor shall indemnify, defend
and hold harmless City, its elected or appointed officers, agents, officials, employees
and volunteers (collectively, the "Indemnified Parties") from and against any and all
Optima RPM, Inc. Page 3
claims (including, without limitation, claims for bodily injury, death or damage to
property), demands, obligations, damages, actions, causes of action, suits, losses,
judgments, fines, penalties, liabilities, costs and expenses (including, without limitation,
attorneys' fees, disbursements and court costs) of every kind and nature whatsoever
(individually, a Claim; collectively, "Claims"), which may arise from or in any manner
relate (directly or indirectly) to any breach of the terms and conditions of this Contract,
any Work performed or Services provided under this Contract including, without
limitation, defects in workmanship or materials or Contractor's presence or activities
conducted on the Project (including the negligent, reckless, and/or willful acts, errors
and/or omissions of Contractor, its principals, officers, agents, employees, vendors,
suppliers, subconsultants, subcontractors, anyone employed directly or indirectly by any
of them or for whose acts they may be liable for any or all of them).
7.4 Notwithstanding the foregoing, nothing herein shall be construed to
require Contractor to indemnify the Indemnified Parties from any Claim arising from the
sole negligence or willful misconduct of the Indemnified Parties. Nothing in this
indemnity shall be construed as authorizing any award of attorneys' fees in any action
on or to enforce the terms of this Contract. This indemnity shall apply to all claims and
liability regardless of whether any insurance policies are applicable. The policy limits do
not act as a limitation upon the amount of indemnification to be provided by Contractor.
7.5 Contractor shall perform all Work in a manner to minimize public
inconvenience and possible hazard, to restore other work areas to their original
condition and former usefulness as soon as possible, and to protect public and private
property. Contractor shall be liable for any private or public property damaged during
the performance of the Project Work.
7.6 To the extent authorized by law, as much of the money due Contractor
under and by virtue of the Contract as shall be considered necessary by City may be
retained by it until disposition has been made of such suits or claims for damages as
aforesaid.
7.7 Nothing in this Section or any other portion of the Contract Documents
shall be construed as authorizing any award of attorneys' fees in any action to enforce
the terms of this Contract, except to the extent provided for above.
7.8 The rights and obligations set forth in this Section shall survive the
termination of this Contract.
8. CHANGE ORDERS
8.1 This Contract may be amended or modified only by mutual written
agreement of the parties.
8.2 The Contractor shall only commence work covered by a change order
after the change order is executed and notification to proceed has been provided by the
City.
Optima RPM, Inc. Page 4
and further agrees that it will not allow any indemnifying party to self -
insure its obligations to City. If Contractor's existing coverage includes a
self-insured retention, the self-insured retention must be declared to City.
City may review options with Contractor, which may include reduction or
elimination of the self-insured retention, substitution of other coverage, or
other solutions. Contractor agrees to be responsible for payment of any
deductibles on their policies.
G. City Remedies for Non Compliance. If Contractor or any subcontractor
fails to provide and maintain insurance as required herein, then City shall
have the right but not the obligation, to purchase such insurance, to
terminate this Contract, or to suspend Contractor's right to proceed until
proper evidence of insurance is provided. Any amounts paid by City shall,
at City's sole option, be deducted from amounts payable to Contractor or
reimbursed by Contractor upon demand.
H. Timely Notice of Claims. Contractor shall give City prompt and timely
notice of claims made or suits instituted that arise out of or result from
Contractor's performance under this Contract, and that involve or may
involve coverage under any of the required liability policies. City assumes
no obligation or liability by such notice, but has the right (but not the duty)
to monitor the handling of any such claim or claims if they are likely to
involve City.
Coverage not Limited. All insurance coverage and limits provided by
Contractor and available or applicable to this Contract are intended to
apply to the full extent of the policies. Nothing contained in this Contract
or any other agreement relating to City or its operations limits the
application of such insurance coverage.
J. Coverage Renewal. Contractor will renew the coverage required here
annually as long as Contractor continues to provide any Work under this
or any other Contract or agreement with City. Contractor shall provide
proof that policies of insurance required herein expiring during the term of
this Contract have been renewed or replaced with other policies providing
at least the same coverage. Proof that such coverage has been ordered
shall be submitted prior to expiration. A coverage binder or letter from
Contractor's insurance agent to this effect is acceptable. A certificate of
insurance and/or additional insured endorsement as required in these
specifications applicable to the renewing or new coverage must be
provided to City with five (5) calendar days of the expiration of the
coverages.
K. Maintenance of General Liability Coverage. Contractor agrees to maintain
commercial general liability coverage for a period of ten (10) years after
completion of the Project or to obtain coverage for completed operations
liability for an equivalent period.
Optima RPM, Inc. Page A-4
8.3 There shall be no change in the Contractor's members of the project team,
as listed in the approved proposal, which is a part of this contract without prior written
approval by the City.
9. EFFECT OF CONTRACTOR'S EXECUTION
Execution of this Contract and all other Contract Documents by Contractor is a
representation that Contractor has visited the Project site, has become familiar with the
local conditions under which the Work is to be performed, and has correlated all
relevant observations with the requirements of the Contract Documents.
10. CONFLICT
If there is a conflict between provisions of this Contract and any other Contract
Document, the provisions of this Contract shall prevail.
11. WAIVER
A waiver by City or any term, covenant, or condition in the Contract Documents
shall not be deemed to be a waiver of any subsequent breach of the same or any other
term, covenant or condition.
12. RECITALS
City and Contractor acknowledge that the above Recitals are true and correct
and are hereby incorporated by reference into this Contract.
[SIGNATURES ON NEXT PAGE]
Optima RPM, Inca Page 5
IN WITNESS WHEREOF, the parties hereto have caused this Contract to be
executed on the day and year first written above.
APPROVED AS TO FORM:
CITY ATTO EY'S OFFICE
Date:
By:
Aaron C. Harp IS
City Attorney
ATTEST:
Date:
By:
Leilani I. Brown
City Clerk
CA L1 -'-J..6V
CITY OF NEWPORT BEACH,
a California municipp,g�l corporation
Date: �, �l -I ✓lam
By:
Rush N. Hill, II
Mayor
CONTRACTOR: Optima RPM, Inc., a
California corporation
Date:
BY:
Mohamed Mamoun
President
Date:������f
BY
Mayk anna
Secretary
[END OF SIGNATURES]
Attachments: Exhibit A — Insurance Requirements
Exhibit B -- Labor and Materials Payment Bond
Exhibit C -- Faithful Performance Bond
Optima RPM, Inc. Page 6
EXHIBIT A
INSURANCE REQUIREMENTS — PUBLIC WORKS AND CONSTRUCTION
1. Provision of Insurance. Without limiting Contractor's indemnification of City, and
prior to commencement of Work, Contractor shall obtain, provide and maintain at
its own expense during the term of this Contract, policies of insurance of the type
and amounts described below and in a form satisfactory to City. Contractor
agrees to provide insurance in accordance with requirements set forth here. If
Contractor uses existing coverage to comply and that coverage does not meet
these requirements, Contractor agrees to amend, supplement or endorse the
existing coverage.
2. Acceptable Insurers. All insurance policies shall be issued by an insurance
company currently authorized by the Insurance Commissioner to transact
business of insurance in the State of California, with an assigned policyholders'
Rating of A- (or higher) and Financial Size Category Class VII (or larger) in
accordance with the latest edition of Best's Key Rating Guide, unless otherwise
approved by the City's Risk Manager.
3. Coverage Requirements.
A. Workers' Compensation Insurance. Contractor shall maintain Workers'
Compensation Insurance providing statutory benefits and Employer's
Liability Insurance with limits of at least one million dollars ($1,000,000)
each employee for bodily injury by accident and each employee for bodily
injury by disease in accordance with the laws of the State of California,
Section 3700 of the Labor Code. In addition, Contractor shall require each
subcontractor to similarly maintain Workers' Compensation Insurance and
Employer's Liability Insurance in accordance with California law for all of
the subcontractor's employees. The insurer issuing the Workers'
Compensation insurance shall amend its policy by endorsement to waive
all rights of subrogation against City, its elected or appointed officers,
agents, officials, employees and volunteers. Contractor shall submit to
City, along with the certificate of insurance, a Waiver of Subrogation
endorsement in favor of City, its elected or appointed officers, agents,
officials, employees and volunteers.
B. General Liability Insurance. Contractor shall maintain commercial general
liability insurance, and if necessary umbrella liability insurance, with
coverage at least as broad as provided by Insurance Services Office form
CG 00 01, in an amount not less than one million dollars ($1,000,000) per
occurrence, two million dollars ($2,000,000) general aggregate and two
million dollars ($2,000,000) completed operations aggregate. The policy
shall cover liability arising from premises, operations, products -completed
operations, personal and advertising injury, and liability assumed under an
Optima RPM, Inc. Page A-1
insured contract (including the tort liability of another assumed in a
business contract) with no endorsement or modification limiting the scope
of coverage for liability assumed under a contract.
C. Automobile Liability Insurance. Contractor shall maintain automobile
insurance at least as broad as Insurance Services Office form CA 00 01
covering bodily injury and property damage for all activities of Contractor
arising out of or in connection with Work to be performed under this
Contract, including coverage for any owned, hired, non -owned or rented
vehicles, in an amount not less than one million dollars ($1,000,000)
combined single limit for each accident.
D. Builder's Risk Insurance. Contractor shall maintain Builders Risk
insurance or an installation floater as directed by City, covering damages
to the Work for "all risk" or special causes of loss form with limits equal to
100% of the completed value of contract, with coverage to continue until
final acceptance of the Work by City. At the discretion of City, the
requirement for such coverage may include additional protection for
Earthquake and/or Flood. City shall be included as an insured on such
policy, and Contractor shall provide City with a copy of the policy.
4. Other Insurance Requirements. The policies are to contain, or be endorsed to
contain, the following provisions:
A. Waiver of Subrogation. All insurance coverage maintained or procured
pursuant to this Contract shall be endorsed to waive subrogation against
City, its elected or appointed officers, agents, officials employees and
volunteers or shall specifically allow Contractor or others providing
insurance evidence in compliance with these requirements to waive their
right of recovery prior to a loss. Contractor hereby waives its own right of
recovery against City, and shall require similar written express waivers
and insurance clauses from each of its subcontractors.
B. Additional Insured Status. All liability policies including general liability,
excess liability, pollution liability, and automobile liability, if required, shall
provide or be endorsed to provide that City, its elected or appointed
officers, agents, officials employees and volunteers shall be included as
additional insureds under such policies.
C. Primary and Non Contributory. Contractor's insurance coverage shall be
primary insurance and/or the primary source of recovery with respect to
City, its elected or appointed officers, agents, officials, employees and
volunteers. Any insurance or self-insurance maintained by City shall be
excess of Contractor's insurance and shall not contribute with it.
D. Notice of Cancellation. All policies shall provide City with thirty (30)
calendar days notice of cancellation or nonrenewal of coverage (except for
Optima RPM, Inc. Page A-2
nonpayment for which ten (10) calendar days notice is required) for each
required coverage except Builders Risk Insurance, which shall contain an
endorsement with said required notices.
5. Additional Agreements Between the Parties. The parties hereby agree to the
following:
A. Evidence of Insurance. Contractor shall provide certificates of insurance
to City as evidence of the insurance coverage required herein, along with
a waiver of subrogation endorsement for workers' compensation and other
endorsements as specified herein for each coverage. All of the executed
documents referenced in this Contract must be returned to City within ten
(10) regular City business days after the date on the "Notification of
Award". Insurance certificates and endorsements must be approved by
City's Risk Manager prior to commencement of performance. Current
certification of insurance shall be kept on file with City at all times during
the term of this Contract. City reserves the right to require complete,
certified copies of all required insurance policies, at any time.
B. City's Right to Revise Requirements. The City reserves the right at any
time during the term of the Contract to change the amounts and types of
insurance required by giving Contractor ninety (90) calendar days
advance written notice of such change. If such change results in
substantial additional cost to Contractor, City and Contractor may
renegotiate Contractor's compensation.
C. Right to Review Subcontracts. Contractor agrees that upon request, all
agreements with subcontractors or others with whom Contractor enters
into contracts with on behalf of City will be submitted to City for review.
Failure of City to request copies of such agreements will not impose any
liability on City, or its employees.
D. Enforcement of Contract Provisions. Contractor acknowledges and
agrees that any actual or alleged failure on the part of City to inform
Contractor of non-compliance with any requirement imposes no additional
obligations on City nor does it waive any rights hereunder.
E. Requirements not Limiting. Requirements of specific coverage features or
limits contained in this Exhibit A are not intended as a limitation on
coverage, limits or other requirements, or a waiver of any coverage
normally provided by any insurance. Specific reference to a given
coverage feature is for purposes of clarification only as it pertains to a
given issue and is not intended by any party or insured to be all inclusive,
or to the exclusion of other coverage, or a waiver of any type.
F. Self -Insured Retentions. Contractor agrees not to self -insure or to use
any self-insured retentions on any portion of the insurance required herein
Optima RPM, Inc. Page A-3
CERTIFICATE OF INSURANCE
CHECKLIST
City of Newport Beach
This checklist is comprised of requirements as outlined by the City of Newport Beach. *
Date Received: 6/24/14
Dept./Contact Received From: Raymund
Date Completed: 6/24/14 Sent to: Raymund By:
Company/Person required to have certificate: Optima RPM, Inc.
Type of contract: All Others
I. GENERAL LIABILITY
EFFECTIVE/EXPIRATION DATE: 5/9/14-5/9/15
A. INSURANCE COMPANY: Great American Assurance Company
B. AM BEST RATING (A-: VII or greater): A:XIV
C. ADMITTED Company (Must be California Admitted):
Is Company admitted in California?
D. LIMITS (Must be $1 M or greater): What is limit provided?
E. ADDITIONAL INSURED ENDORSEMENT — please attach
F. PRODUCTS AND COMPLETED OPERATIONS (Must
include): Is it included? (completed Operations status does
not apply to Waste Haulers or Recreation)
G. ADDITIONAL INSURED FOR PRODUCTS AND
COMPLETED OPERATIONS ENDORSEMENT (completed
Operations status does not apply to Waste Haulers)
H. ADDITIONAL INSURED WORDING TO INCLUDE (The City
its officers, officials, employees and volunteers): Is it
included?
I. PRIMARY & NON-CONTRIBUTORY WORDING (Must be
included): Is it included?
Chris
N Yes ❑ No
1,000,000/2,000,000
N Yes ❑ No
/1 ■ MI
J. CAUTION! (Confirm that loss or liability of the named insured
is not limited solely by their negligence) Does endorsement
include "solely by negligence" wording? ❑ Yes N No
K. ELECTED SCMAF COVERAGE (RECREATION ONLY): N N/A ❑ Yes ❑ No
L. NOTICE OF CANCELLATION: ❑ N/A N Yes ❑ No
H. AUTOMOBILE LIABILITY
EFFECTIVE/EXPIRATION DATE: 5/9/14-5/9/15
A.
INSURANCE COMPANY: Nationwide Mutual Insurance Company
B.
AM BEST RATING (A-: VII or greater) A+;XV
C.
ADMITTED COMPANY (Must be California Admitted):
Is Company admitted in California?
N Yes ❑ No
D.
LIMITS - If Employees (Must be $1 M min. BI & PD and $500,000
UM, $2M min for Waste Haulers): What is limits provided?
1,000,000
E.
LIMITS Waiver of Auto Insurance / Proof of coverage (if individual)
(What is limits provided?)
N/A
F.
PRIMARY & NON-CONTRIBUTORY WORDING (For Waste
Haulers only):
N N/A ❑ Yes ❑ No
G.
HIRED AND NON -OWNED AUTO ONLY:
❑ N/A ❑ Yes N No
H.
NOTICE OF CANCELLATION:
❑ N/A N Yes ❑ No
III. WORKERS' COMPENSATION
EFFECTIVE/EXPIRATION DATE: 9/1/13-9/1/14
A.
INSURANCE COMPANY: State Fund
B.
AM BEST RATING (A-: VII or greater): NR
C.
ADMITTED Company (Must be California Admitted):
N Yes
❑ No
D.
WORKERS' COMPENSATION LIMIT: Statutory
N Yes
❑ No
E.
EMPLOYERS' LIABILITY LIMIT (Must be $1 M or greater)
1,000,000
F.
WAIVER OF SUBROGATION (To include): Is it included?
N Yes
❑ No
G.
SIGNED WORKERS' COMPENSATION EXEMPTION FORM:
N N/A ❑ Yes
❑ No
H.
NOTICE OF CANCELLATION:
❑ N/A N Yes
❑ No
ADDITIONAL COVERAGE'S THAT MAYBE REQUIRED
IV. PROFESSIONAL LIABILITY
N N/A ❑ Yes ❑ No
V POLLUTION LIABILITY
O ■ ■
V BUILDERS RISK
N N/A ❑ Yes ❑ No
Approved:
ooc;k 6/24/14
Agent of Alliant Insurance Services Date
Broker of record for the City of Newport Beach
RISK MANAGEMENT APPROVAL REQUIRED (Non -admitted carrier rated less than _
Self Insured Retention or Deductible greater than $ ) ❑ N/A ❑ Yes ❑ No
Reason for Risk Management approval/exception/waiver:
Approved:
Risk Management Date
* Subject to the terms of the contract.
?remium Listed On Performance Bond
Executed In Duplicate
CITY OF NEWPORT BEACH
BOND NO. 1001006664
LABOR AND MATERIALS PAYMENT BOND
WHEREAS, the City of Newport Beach, State of California, has awarded to
Optima RPM, Inc. hereinafter designated as the "Principal," a contract for Big Canyon
Reservoir Auxiliary Yard improvements, C-5222, in the City of Newport Beach, in strict
conformity with the Contract on file with the office of the City Clerk of the City of
Newport Beach, which is incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute the Contract 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 the undersigned Principal, and,
American Contractors Indemnity Company duly authorized to
transact business under the laws of the State of California, as Surety, (referred to herein
as "Surety") are held and firmly bound unto the City of Newport Beach, in the sum of
One Million One Hundred Fifty Nine Thousand Dollars and 001100 ($1,159,000.00)
lawful money of the United States of America, 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 to be made, we bind ourselves, our heirs,
executors and administrators, successors, or assigns, jointly and severally, firmly by
these present.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal or the
Principal's subcontractors, fail to pay for any materials, provisions, or other supplies,
implements or machinery 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, then the Surety will pay for the same, in an amount not
exceeding the sum specified in this Bond, and also, in case suit is brought to enforce
the obligations of this Bond, a reasonable attorneys' fee, to be fixed by the Court as
required by the provisions of Section 9554 of the Civil Code of the State of California.
The Bond shall inure to the benefit of any and all persons, companies, and
corporations entitled to file claims under Section 9100 of the California Civil Code so as
to give a right of action to them or their assigns in any suit brought upon this Bond, as
required by and in accordance with the provisions of Sections 9500 of seq. of the Civil
Code of the State of Califomia.
Optima RPM, Inc. Page B-1
And 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 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 16th day of June —12014.
Optima RPM, Inc.
Name of Contractor (Principal)
American Contractors Indemnity Company
Name of Surety
601 South Figueroa Street, 16th Floor
Los Angeles, CA 90017
Address of Surety
(310)649-0990
Telephone
Author ed Signature/Title
Authorized Agent 'gnature
Stephanie Hoang, Attorney -in -Fact
Print Name and Title
NOTARYACKNOWLEDGMENTS OF CONTRACTOR
AND SURETY MUST BE ATTACHED
Optima RPM, Inc. Page B-2
State of California
County of C -L tiN=,
10 j��- before me, C�� �ZG4bff'�7 iiii b�URr�f`�/
Date Here Insert Name and Title of the Officer
personally appeared (A\i Litt (AWK011--
Namara) of Sipner(e)
ELIZABETH I. RAMIREZ
Commission # 2055808
L
Public - California
aloe County E 'res Feb 21, 2018
who proved to me on the basis of satisfactory
evidence to be the person whose nameA isles
subscribed to the within instrument and acknowledged
to me that helms/tt}ey executed the same in
hishlfe4etf authorized capacA4esj, and that by
his/ham/tWr signature on the instrument the
person or the entity upon behalf of which the
perso ) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the
laws of the State of California that the foregoing
paragraph is true and correct.
WITNE my h an official seal,
Signature: WfN Place Notary Seat and/or Stamp Above SignaPublic
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Title or Type of C
Document Date:
Signer(s) Other Than Named Above:
Capacity0es) Clairne by Sig e
Si 's Name:
Corporate Officer — ftle(s):
❑ Individual
❑ Partner — ❑ Limited ❑ General
❑ Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Number of Pages: a
Signer's Name:
❑ Corporate Officer — Title(s):
❑ Individual
❑ Partner — ❑ Limited E General Top of thumb here
❑ Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Si er I Representing: ( Signer Is Representing:
DA--
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CALIFORNIA
ALL-PURPOSEm<.
State of California
County of Orange
On"�/ before me, Barbara Copeland, Notary Public
Dais Here Insert Name entl Title M Ute Officer
personally appeared Stephanie Hoang
Names) of Sig�r(s)
BARBARA COPELAND
Commission # 2016346
z ° "- Notary Public - California
Orange County
M Comm. Expires A rig, 2017
who proved to me on the basis of satisfactory evidence to
be the person(s) whose name(s) Ware subscribed to the
within instrument and acknowledged to me that
-Wshe/thW executed the same in frs/her/their authorized
capacity("), and that by-his/her/their signatures} on the
instrument the person(e), or the entity upon behalf of
which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws
of the State of California that the foregoing paragraph is
true and correct.
WITNESS my hand and official seal -
Signature
PAb
lace Notary Seel ove 9 Slgmure 01 aRr Puhlic
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Title or Type of Document:
Document Date:
Signer(s) Other Than Named Above:
Capacity(les) Claimed by Signer(s)
Signer's Name: Stephanie Hoang
❑ Individual
❑ Corporate Officer — Title(s):
❑ Partner —❑ Limited ❑ General _
1gi Attorney in Fact
Top of thumb here
Ll Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
Number of Pages:
Signer's Name:
❑ Individual
❑ Corporate Officer — Title(s): _
❑ Partner —❑ Limited ❑ General
❑ Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
(RIGHTTHUMBPRINT
OF SIGNER
01
QMr National Notary Assn bm-9350 De Sure Ave., ROB= 2402-Cha�h,GA 913132402-wwm.NWt WNMaryorg Itemk5907 Reorder Cell1bl F*ee1-900876FIM7
PREMIUM IS FOR THE CONTRACT TERM AND 18 SJECT
TO ADJUSTMENT BASED ON FINAL CONTRACT PRICE
Executed in Duplicate
EXHIBIT C
CITY OF NEWPORT BEACH
BOND NO. 10010066644
FAITHFUL PERFORMANCE BOND
The premium charges on this Bond is $ 21 412.00 , being at the
rate Of $ 23.50 per thousand for the first 100K' thousand of the Contract price.
*and $18.00 per thousand thereafter
WHEREAS, the City of Newport Beach, State of California, has awarded to
Optima RPM, Inc. hereinafter designated as the "Principal," a contract for Big Canyon
Reservoir Auxiliary Yard improvements, C-5222, in the City of Newport Beach, in strict
conformity with the Contract on file with the office of the City Clerk of the City of
Newport Beach, which is incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute the Contract and the
terms thereof require the furnishing of a Bond for the faithful performance of the
Contract.
NOW, THEREFORE, we, the Principal, and
American Contractors Indemnity Company duly authorized to
transact business under the laws of the State of California as Surety (hereinafter
"Surety"), are held and firmly bound unto the City of Newport Beach, in the sum of One
Million One Hundred Fifty Nine Thousand Dollars and 001100 ($1,159,000.00) lawful
money of the United States of America, said sum being equal to 100% of the estimated
amount of the Contract, to be paid to the City of Newport Beach, its successors, and
assigns; for which payment well and truly to be made, we bind ourselves, our heirs,
executors and administrators, successors, or assigns, jointly and severally, firmly by
these present.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the Principal, or the
Principal's heirs, executors, administrators, successors, or assigns, fail to abide by, and
well and truly keep and perform any or all the Work, covenants, conditions, and
agreements in the Contract Documents 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, or fails to
indemnify, defend, and save harmless the City of Newport Beach, its officers,
employees and agents, as therein stipulated, then, Surety will faithfully perform the
same, in an amount not exceeding the sum specified in this Bond; otherwise this
obligation shall become null and void.
As a part of the obligation secured hereby, and in addition to the face amount
specified in this Performance Bond, there shall be included costs and reasonable
expenses and fees, including reasonable attorneys fees, incurred by City, only in the
event City is required to bring an action in law or equity against Surety to enforce the
obligations of this Bond.
Optima RPM, Inc. Page C-1
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 shall in any way affect its obligations on this Bond, and it does hereby waive
notice of any such change, extension of time, alterations or additions 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 one (1) year following the date of formal acceptance
of the Project by 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 16th day of June —,2014—.
Optima RPM, Inc.
Name of Contractor (Principal)
American Contractors Indemnity Company
Name of Surety
601 South Figueroa Street, 16th Floor
Los Angeles, CA 90017
Address of Surety
(310)649-0990
Telephone
Autb riz� ed Signaturerritie VC
Authorized Agent 'nature
Stephanie Hoang, Attorney -in -Fact
Print Name and Title
NOTARYACKNOWLEDGMENTS OF
CONTRACTOR AND SURETY MUST BEATTACHED
Optima RPM, Inc. Page C-2
State of California
County of QM Matz
On ,
1
personally appeared
ELIZABETH i. RAM'REZ
Commission � 2055808
:® Rotary Public • California
OranOe County
t8 Comm. Ea fires Feb 2t, 2018+
who proved to me on the basis of satisfactory
evidence to be the person) whose name�A is/ar6
subscribed to the within instrument and acknowledged
to me that he//y executed the same in
hisoterr7t'W authorized capacitykk,s , and that by
hisLbafA4orr signature(,ar on the instrument the
person(4, or the entity upon behalf of which the
perso�Xacted, executed the instrument
I certify under PENALTY OF PERJURY under the
laws of the State of California that the foregoing
paragraph is true and correct.
WITNS an cial seal.
Signature:
Place Notary Seal amWor Stamp Above Signal re of Lary P blit
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and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached mDocum@pt� ,. y
Title or Type of Docuent:1..ti 7 l�'el(YY-YY�(Ai'�1C..iJ�
Document Date: `-"t i i &' UII
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Sign
Si Name:
Corporate Officer — tle(s):
❑ Individual
❑ Partner -0 Limited ❑ General
❑ Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Si er l Representln 0n
Number of Pages:
Signer's Name:
❑ Corporate Officer — Title(s):
❑ Individual
s
❑ Partner — ❑ Limited ❑ General Top of thumb here
❑ Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
ea vvu rvaiionai 1vOiary Association • v30u ue boto Ave., F.U. BOX 24pZ • PtataWetta, UA 91313-2402,m .NaBmalrlotary.org Item #5907 Reorder: Cell Toll -Free 1-Boa876-6827
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
@. '�`aYti-3. 0.�3Y..�a+�R4 A ..af A A%. �. .». H+'�) .� HS�W .A aC.H N. A.G� oa i�4% • .�a. H A.
State of California
County of Orange
On G/`�'/ before me, Barbara Copeland, Notary Public
Date /�
Here Insert Name We Toe of the officer
personally appeared MB"ng
Neme(s) of Signer(&)
BARBARA COPELAND
Commiaalon M 2016348
z �_p Notary Public - California
z ''•. Orange County
MY Comm. Expires Apr 19, 2017
Place Notary Seal Above
who proved to me on the basis of satisfactory evidence to
be the person(s) whose name(s) is/are subscribed to the
within instrument and acknowledged to me that
-hetshe/they executed the same in His/her/their authorized
capacity(ies), and that by-his/her/their signature(&} on the
instrument the person(s), or the entity upon behalf of
which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws
of the State of California that the foregoing paragraph is
true and correct.
WITNESS my hand and official seal.
Signatu
SignaWre;Y Lary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Dale:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signers)
Signer's Name: Stephanie Hoang Signer's Nar
❑ Individual ❑ Individual
❑ Corporate Officer—Title(s): —
❑ Partner — ❑ Limited ❑ General
N Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
Number of Pages:
❑ Corporate Officer—Title(s):
_ ❑ Partner —❑ Limited ❑ General
• - ❑ Attorney in Fact • - -
Top of thumb here p Trustee Top of thumb here
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
02007 National Notary Association - MWD Soto Ave., P.O.9 2402•Chafsmrth,CA 913132402-w N.t WNobry.org ham#5901 Reader.Call T.11-Freal-80o-a76-6527
City of Newport Beach
BIG CANYON RESERVOIR AUXILIARY YARD
Contract No. 5222
INSTRUCTIONS TO BIDDERS
1. The following documents shall be completed, executed and received by the City Clerk in
accordance with NOTICE INVITING BIDS:
INSTRUCTIONS TCS BIDDERS/
BIDDER'S BOND✓
DESIGNATION OF SUBCONTRACTOR
CONTRACTOR'S INDUSTRIAL SAFETY R CORD/
INFORMATION REQUIRED OF BIDDER r
ALL ADDENDA TO PLANS AND SPECIFICATIONS AS ISSUED BY AGENCY PRIOR TO
BID OPENING DATE (if any) E/
TECHNICAL ABILITY AND EXPERIENCE REFERENCES
NON -COLLUSION AFFIDAVITV
DESIGNATIO OF SURETIES
PROPOSALV
2. Cash, certified check or cashiers check (sum not less than 10 percent 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.
3. The City of Newport Beach will not permit a substitute format for the Contract Documents listed
above. Bidders are advised to review their content with bonding and legal agents prior to
submission of bid.
4. 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 successful bidder's security shall be held until the Contract is executed.
5. The estimated quantities indicated in the PROPOSAL are approximate, and are given solely to
allow the comparison of total bid prices.
6. 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.
7. 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.
3
8. The Contractor shall be responsible for insuring compliance with provisions of Section 1777.5
of the Labor Code Apprenticeship requirements and Section 4100 et seq. of the Public
Contracts Code, "Subletting and Subcontracting Fair Practices Act".
9. 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 shall be of a general partner.
For sole ownership, the signature shall be of the owner.
The signature below represents that the above has been reviewed.
961714 A & B
Contractor's License No. & Classification
Optima RPM, Inc.
Bidder
Vice PresidentlRMO
Autlxbrized Signature/Title
May 7, 2014
Date
10
City of Newport Beach
BIG CANYON RESERVOIR AUXILIARY YARD
Contract No. 5222
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 represents that he/she is fully qualified to and 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.
Pursuant to Public Contract Code Section 22300 appropriate securities may be substituted
for any monies to be withheld to ensure performance under the Contract.
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. (Use
additional sheets if needed.
Subcontractor's Information
Bid Item
Description of Work
%of
Number
Total Bid
Name:Ace je
J
d
Address: 15,oZ �, 13z"'SS� (gczfc`tL'd1U
00
c./d. cT0 2 q9
Phone: „2,3_2,31-60 6
State License Number: C 3q _ ell vlq f'Z
Email Address:
.�--
Name: � � ✓lSf+"/u/G�(�o�+p
//
�'�� 4 Cv:2tt^E.r�
Address:
�,��y"3�"y-(,JddGr YYw.7dU
"
Phone: �j
1 al
State License Number:
Email Address:
Name:
Address:
Phone:
State License Number:
Email Address
Optima RPM, Inc. ! mice P�resident/RMO
Bidder Authorized Signature/Title
0
City of Newport Beach
BIG CANYON RESERVOIR AUXILIARY YARD
Contract No. 5222
TECHNICAL ABILITY AND EXPERIENCE REFERENCES
Contractor must use this formM Please print or type.
Bidder's Name Optima RPM, Inc.
FAILURE OF THE BIDDER TO PROVIDE ALL REQUIRED INFORMATION IN A
COMPLETE AND ACCURATE MANNER MAY BE CONSIDERED NON-RESPONSIVE.
For all public agency projects you have worked on (or are currently working on) in the
past 2 years in excess of $15,000, provide the following information:
No. 1
Project Name/Number South Whittier Education Center Annex Renovation #1191
Project Description
Renovations to existing education center
Approximate Construction Dates: From 11/7/2011
Agency Name Rio Hondo College District
Contact Person Ke McElroy
4/30/2013
Telephone (
) 562.692.0921
Original Contract Amount $497,000 Final Contract Amount $ 497,000.00
If final amount is different from original, please explain (change orders, extra work, etc.)
N/A
Did you file any claims against the Agency? Did the Agency file any claims
against you/Contractor? If yes, briefly explain and indicate outcome of claims.
N/A
61
No. 2
Project Name/Number Mission Viejo Library -Story Time Remodel CIP 601
Project Description Remodel to City's library story time room
Approximate Construction Dates: From 5/7/2012
Agency Name City of Mission Viejo
Contact Person Dan Sullivan
To: 9/7/2012
Telephone (
) 949.470.3044
Original Contract Amount $358,344 Final Contract Amount $378,386.00
If final amount is different from original, please explain (change orders, extra work, etc.)
Extra work requested by Owner
Did you file any claims against the Agency? Did the Agency file any claims
against you/Contractor? If yes, briefly explain and indicate outcome of claims.
No
No. 3
Project Name/Number
Project Description
Dana Point Public Works Renovation #333
Renovation to City existing public works department
Approximate Construction Dates: From 4/29/2013
Agency Name City of Dana Point
Contact Person Archie Rhemper
To: 8/28/2013
Telephone (
) 949.248.3558
Original Contract Amount $488,600 Final Contract Amount $ 523,955.00
If final amount is different from original, please explain (change orders, extra work, etc.)
Extra work requested by Owner
Did you file any claims against the Agency? Did the Agency file any claims
against you/Contractor? If yes, briefly explain and indicate outcome of claims.
No
10
No. 4
Project Name/Number Santa Ana College Building "G" Misc. Upgrades #1189
Project Description
Upgrades to existing college building and site work
Approximate Construction Dates: From 6/13/2013
Agency Name Rancho Santiago Community College District
10/17/2013
Contact Person Alex Oviedo Telephone ( ) 714.480.7514
Original Contract Amount $419,000 Final Contract Amount $ 404,270.00
If final amount is different from original, please explain (change orders, extra work, etc.)
Owner's allowance was not all utilized
Did you file any claims against the Agency? Did the Agency file any claims
against you/Contractor? If yes, briefly explain and indicate outcome of claims.
No
No. 3
Project Name/Number ABC USD Central Kitchen #330004
Project Description Remodel to District's central kitchen
Approximate Construction Dates: From 7/15/2013 To: 11/1/2013
Agency Name ABC Unified School District
Contact Person Joshie Cox Telephone ( ) 562.926.5566 Ext. 21218
Original Contract Amount $580,000 Final Contract Amount $ 606,718.00
If final amount is different from original, please explain (change orders, extra work, etc.)
Extra work requested by Owner
Did you file any claims against the Agency? Did the Agency file any claims
against you/Contractor? If yes, briefly explain and indicate outcome of claims.
as
it
No. 6
Project Name/Number Fullerton
Project Description
Quad Renovations #311
Demolition & remodel of college quad area
Approximate Construction Dates: From 7/10/2012
Agency Name North Orange Community College District
Contact Person Jeff Bisiri
To: 9/21/2012
Telephone ( ) 323.543.8300 Ext. 8311
Original Contract Amount $ 263,200 Final Contract Amount $280,697.00
If final amount is different from original, please explain (change orders, extra work, etc.)
Extra work requested by Owner
Did you file any claims against the Agency? Did the Agency file any claims
against you/Contractor? If yes, briefly explain and indicate outcome of claims.
I 1150
Attach additional sheets if necessary.
Attach to this Bid the experience resume of the person who will be designated as
General Construction Superintendent or on-site Construction Manager for the
Contractor.
Upon request, the Contractor shall attach a financial statement and other information
sufficiently comprehensive to permit an appraisal of the Contractor's current financial
conditions.
President/RMO
Optima RPM, Inc. /.�C r —
al ce
Bidder Auth rized Signature/Title
12
Randy Bludworth Laguna Hills, CA 92653 (951) 217-4609 (C)
(949) 916-8853(H)
pamal@att.net
QUALIFICATIONS
• Over twenty years experience in commercial construction with eleven years as a project superintendent.
• Highly dependable, punctual, dedicated and efficient.
• Supportive team worker, committed and responsible.
• Able to prioritize workload, meet deadlines, adhere to schedules, and work independently.
• Committed to quality client service with extensive correspondence / telephone contact.
• Computer skills include M/S Word, M/S Outlook, and Pro Filemaker Data Base System.
• (PC and Mac system experienced)
Project Superintendent
$57,200 plus Benefits
WORK HISTORY
Optima RPM, Inc. — Irvine, CA
01/2012 -Present
One site superintendent responsible for all high end quality projects, restaurant and retail projects.
$78,000.00 plus Allowances
Cal Select Builders, Inc. - Yorba Linda, Ca. 11/2007 - 09/2011
On site project superintendent responsible for construction development of restaurants, Fitness Center & Retail
projects. Responsibilities included contract claims resolution, client relations, and project management.
• This position was responsible for the on site management of complex, multi-million dollar commercial
construction projects in the So Cal area which include, new and existing shell tenant Improvements,
free standing building renovation and new ground up construction.
Interactions with Landlord/Developer and Client's Construction, Operations and Management
Divisions, Architects and Engineers, City Building Departments for plan review and permits, Utility
Companies for Applications, Construction & Inspections, Inspectors for City, County, and Special
Inspections.
Experienced in estimating and purchasing, preparation of subcontracts and addendums specific to
project requirements, reading and understanding plans and specifications, knowledge of building codes
and ADA requirements, review and processing of submittals. Ability to generate, track, review and
distribute RFPs. I am proficient in the evaluation, negotiating and processing of change orders and
back charges, site prep, job start up / close out, construction scheduling, punch lists with trade
distribution and finalization resulting in completion of successful projects.
• Responsible for the direct supervision and scheduling of crafts, subcontractors, owner vendors, project
assigned professionals, and field office support staff on a daily basis.
Estimation of over $20M in ground up and TI projects as listed:
Yardhouse, Riverside Ca.
The Outback Steakhouse, Glendale Ca.
24 Hour Fitness, Ontario Ca.
24 Hour Fitness, Monterey Park Ca.
24 Hour Fitness, Irvine Ca.
Toys R Us/ Babies R Us, Buena Park Ca.
Project Manager Adlin Construction - Mission Viejo, CA 10/2000 - 10/2007
$75,000
On site project superintendent responsible for construction development of multiple restaurants projects
nationwide. Responsibilities included contract claims resolution, client relations, and project management.
• This position was responsible for the on site management of complex, multi-million dollar commercial
construction projects with diverse locations which include, major shopping malls, theme park, new and
existing shell tenant Improvements, free standing building renovation and new ground up construction.
Interactions with Landlord/Developer and Client's Construction, Operations and Management
Divisions, Architects and Engineers, City Building Departments for plan review and permits, Utility
Companies for Applications, Construction & Inspections, Inspectors for City, County, and Special
Inspections.
Experienced in estimating and purchasing, preparation of subcontracts and addendums specific to
project requirements, reading and understanding plans and specifications, knowledge of building codes
and ADA requirements, review and processing of submittals. Ability to generate, track, review and
distribute RFI's. I am proficient in the evaluation, negotiating and processing of change orders and
back charges, site prep, job start up / close out, construction scheduling, punch lists with trade
distribution and finalization resulting in completion of successful projects.
• Responsible for the direct supervision and scheduling of crafts, subcontractors, owner vendors, project
assigned professionals, and field office support staff on a daily basis.
Estimation of over $80M in ground up and TI projects as listed:
Bubba Gump Shrimp Co., Daytona Beach, FL
Bubba Gump Shrimp Co., Mall Of America, Bloomington, MI
Bubba Gump Shrimp Co., Long Beach, CA
Bubba Gump Shrimp Co., Universal City Walk, Orlando, FL
Bubba Gump Shrimp Co., Denver, CO
Claim Jumper Restaurant, Summerlin, NV
Claim Jumper Restaurant, Tucson, AZ
Islands Restaurant, Pasadena, CA
Mai Tai Bar, Daytona Beach, FL
Mai Tai Bar, Long Beach, CA
The Cheesecake Factory, Seattle, WA
The Cheesecake Factory, Bellvue, WA
Project Foreman
$50,000.00 plus Allowances
Sunset Designs—Riverside, CA 5/1990 -10/2000
Working Field Foreman for rough framing and finish carpentry crews on projects which included restaurants,
retail and commercial office buildings {single & multi -story}, earthquake retrofits {churches and schools},
large custom homes.
• Responsibilities included: Supervise, organize, assign and delegate jobs for employees on a daily basis.
Perform material take -offs, order materials and equipment as needed, schedule manpower, coordinate
inspections, Quality Control, and OSHA compliance.
Carpenter
$28,000.00 R. J. Construction - Mira Loma, Ca. 1/1982 - 4/1990
Entry to journeyman level carpenter specializing in track homes, strip mall centers, fast food restaurants. All
phases of rough carpentry and minor finish carpentry.
City of Newport Beach
BIG CANYON RESERVOIR AUXILIARY YARD
Contract No. 5222
NON -COLLUSION AFFIDAVIT
State of California )
Orange ) ss.
County of g )
Maykel Hanna being first duly sworn, deposes and says that he or she is
Vice President of Optima RPM, Inc- 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
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, sought 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 of the laws of the State of Califomi that the foregoing is true and correct.
Optima RPM, Inc. ���y,� ��-.�/ice President/RMO
Bidder Authorized Signature(fitle
Subscribed and sworn to (or affirmed) before me on this 44th day of May , 201%4
by Maykel Hanna , proved to me on the basis of
satisfactory evidence to be the person/who appeared before me.
I certify under PENALTY OF PERJURY under
foregoing paragraph is true and correct.
(SEAL)
o • ��--
eta+
IF91
the State of California that the
Notary Public
My Commission Expires: Feb. 21, 2018
City of Newport Beach
BIG CANYON RESERVOIR AUXILIARY YARD
Contract No. 5222
DESIGNATION OF SURETIES
Bidder's name optima RPM, Inc.
Provide the names, addresses, and phone numbers for all brokers and sureties from
whom Bidder intends to procure insurance and bonds (list by insurance/bond type):
Surety: American Contractor's Indemnity Company
601 South Figueroa Street 16th Floor Los Angeles, CA 90017
Phone 310.649.0990
Broker: Pinnacle Surety Insurance Services
151 Kalmus Drive Suite A201 Costa Mesa, CA 92626
Phone 714.546.5100
14
City of Newport Beach
BIG CANYON RESERVOIR AUXILIARY YARD
Contract No. 5222
CONTRACTOR'S INDUSTRIAL SAFETY RECORD
TO ACCOMPANY PROPOSAL
Bidder's Name Optima RPM, Inc.
Record Last Five (5) Full Years
Current Year of Record
The information required for these items is the same as required for columns 3 to 6, Code 10,
Occupational Injuries, Summary --Occupational Injuries and Illnesses, OSHA No. 102.
15
Current
Record
Record
Record
Record
Record
Year of
for
for
for
for
for
Record
2013
2012
2011
2010
2009
Total
2014
No. of contracts
13
20
3
0
0
0
36
Total dollar
Amount of
Contracts (in
3.4 Million
3.3 Million
1.6 Million
0
0
0
8.3 Million
Thousands of $
No. of fatalities
0
0
0
0
0
0
0
No. of lost
Workday Cases
0
0
0
0
0
0
0
No. of lost
workday cases
involving
permanent
0
0
0
0
0
0
0
transfer to
another job or
termination of
employment
The information required for these items is the same as required for columns 3 to 6, Code 10,
Occupational Injuries, Summary --Occupational Injuries and Illnesses, OSHA No. 102.
15
Legal Business Name of Bidder Optima RPM, Inc.
Business Address: 17945 Sky Park Circle Suite D Irvine, CA 92614
Business Tel. No.: 949.724.1399 Extension 202
State Contractor's License No. and
Classification: 961714 A & B
Title Vice PresidenURMO G
The above information was compiled from the records that are Oallable to me at this
time and I declare under penalty of perjury that the information is true and accurate
within the limitations of those records.
Signature of
bidder
Date
Title Vice President/RMO
Signature of
bidder
Date
Title
Signature of
bidder
Date
Title
Signature of
bidder
Date
Title
Signature Requirements: If bidder is an individual, name and signature of individual
must be provided, if doing business under a fictitious name, the fictitious name must be
set fort along with the County. If bidder is a partnership or joint venture, legal name of
partnership/joint venture must be provided, followed by signatures of all of the
partners/joint ventures or if fewer than all of the partners/joint ventures submit with
evidence of authority to act on behalf of the partnership/joint venture. If bidder is a
corporation, legal name of corporation must be provided, followed by signatures of the
corporation President or Vice President or President and Secretary or Assistant
Secretary, and the corporate seal, or submit with evidence of authority to act on behalf
of the corporation. All must be acknowledged before a Notary Public, who must certify
that such individuals, partners/joint ventures, or officers were proven on the basis of
satisfactory evidence to be the persons whose name are subscribed to and
acknowledged that they executed the same in their authorized capacities.
[NOTARY ACKNOWLEDGMENT and CORPORATE SEAL MUST BE ATTACHEDI
State of California
County of i
On ft&IDurb I M before me
personally appeared ! I —(1T,m\jj�
Names) of Signers)
who proved to me on the basis of satisfactory
evidence to be the persl -whose name ism
subscribed to the within instrument and acknowledged
to me that he?/ t ..3Wby executed the same in
his < ter aut��onzed capacity(ieg), and that by
ELIZAbilBETH 1. RAMIREZ hl�G f/�heir signature• ar on the instrument the
Commission # 2055808 = person(a), or the entity upon behalf of which the
WkwCol
Rotary Public California n persort�j acted, executed the instrument.
orange county Expires Feb 21.2wq
018 I certify under PENALTY OF PERJURY under the
laws of the State of California that the foregoing
paragraph is true and correct.
WITN SS r f and 1 official seal.
Signature:
Place Notary Seel and/or
or Stemp Above Signat ra of ola Public
Though the information below is not required bylaw, it may prove valuable to persons rely on the document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of
Title or Type of C
Document Date:.
Signers) Other T
Number of Pages: _�
Capacity(ies) Claimed by Signer(s)
Sign s Name: �t`t Signer's Name:
Corporate Officer— itle(s):14 ❑ Corporate Officer —Title(s):
❑ Individual
❑ Individual
IMMI
❑ Partner — ❑ Limited ❑ General
Top of thumb here
❑ Panner — ❑ Limited ❑ General
Top of thumb here
❑ Attorney in Fact
❑ Attorney in Fact
❑ Trustee
❑ Trustee
❑ Guardian or Conservator
❑ Guardian or Conservator
❑ Other:
❑ Other:
Si e Is Repre�sse, t
Signer Is Representing:
National Notary Association •9350 De Soto Ave.. P O. Box 2402 • Chatmadle. CA 91313-24112-wwwNatinneWctnry nm Item b5Bn7 PmrM, Onit Trill-P-1.Ann.971AAo7
City of Newport Beach
BIG CANYON RESERVOIR AUXILIARY YARD
Contract No. 5222
ACKNOWLEDGEMENT OF ADDENDA
Bidder's name Optima RPM, Inc.
The bidder shall signify receipt of all Addenda here, if any, and attach executed
copy of addenda to bid documents:
Addendum No. Date Received .Signature
1 One 4/14/2014
2 (Two) 4/29/2014
17
City of Newport Beach
BIG CANYON RESERVOIR AUXILIARY YARD
Contract No. 5222
Bidder certifies under penalty of perjury under the laws of the State of California that the
following information is true and correct:
Name of individual Contractor, Company or Corporation: Corporation
Business Address: 17945 Sky Park Circle Suite D Irvine, CA 92614
Telephone and Fax Number: 949.724.1399 Phone 949.724.1851 Fax
California State Contractor's License No. and Class: 961714 A & B
(REQUIRED AT TIME OF AWARD)
Original Date Issued: 6.3.2011 Expiration Date: 6.30.2015
List the name and title/position of the person(s) who inspected for your firm the site of
the work proposed in these contract documents:
Akmal Hanna, Project Manager
The following are the names, titles, addresses, and phone numbers of all individuals,
firm members, partners, joint ventures, and company or corporate officers having a
principal interest in this proposal:
Name Title Address Telephone
Mohamed Mamoun, President -Treasurer -Manager
7 Malaga Irvine, CA 92614 Phone 949.529.7948
Maykel Hanna, Vice President-Secretary-RMO
17 Grenache Irvine, CA 92614 Phone 949.529.7949
Corporation organized under the laws of the State of California
in
The dates of any voluntary or involuntary bankruptcy judgments against any principal
having an interest in this proposal are as follows:
N/A
All company, corporate, or fictitious business names used by any principal having
interest in this proposal are as follows:
NIA
For all arbitrations, lawsuits, settlements or the like (in or out of court) you have been
involved in with public agencies in the past five years (Attach additional Sheets if
necessary) provide:
Provide the names, addresses and telephone numbers of the parties;
N/A
Briefly summarize the parties' claims and defenses;
N/A
Have you ever had a contract terminated by the owner/agency? If so, explain.
No
Have you ever failed to complete a project? If so, explain.
No
For any projects you have been involved with in the last 5 years, did you have any
claims or actions by any outside agency or individual for lab��o compliance (i.e. failure to
pay prevailing wage, falsifying certified payrolls, etc.)? Yes f No/'
19
Are any claims or actions unresolved or outstanding? Yes / No
If yes to any of the above, explain. (Attach additional sheets, if necessary)
N/A
Failure of the bidder to provide ALL requested information in a complete and accurate
manner may be considered non-responsive.
Mohamed Mamoun
(Print name of Owner or President
of Corpor ion/Company)
Optima RPM, Ina/e l �_e President/RMO
Bidder Auth rized SignatureLTitle
Vice President/RMO
May 7, 2014
Date
On May 7, 2014 before me, Elizabeth i. Ramirez Notary Public, personally
appeared Maykel Hanna who proved to me on the
basis of satisfactory evidence to be the persoriLa) whose name' isubscribed to the within
instrument and acknowledged to me that toFs4jtbey executed the same in his! !tom authorized
capacityjiet), and that by hisLherr7their signature�Kon the instrument the pers or the entity upon
behalf of which the persorjK acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing
paragraph is true and correct.
WIT hand and official seal.
Nota ub is in and o said State
My Commission Expires: Feb. 21, zots
ELIZABETH I. RAMIREZ
(SEA Commission # 2055808
Notary Public •res California
Oranga County
Commran iCounb2t.20t8!
ElIZA9ETH I RAMIst
mi z
z
M y n
Orange �c..' "
M Comm. Expires it
v®
20
ADDENDUM NO.
BIG CANYON
RREJE,
•M V ; •
DATE: BT: 1..x'1
TO: r
The following changes, additions, deletions, or clarifications shall be made to the contract
documents — all other conditions shall remain the same.
NOTICE INVITING BIDS
The bid opening date and time has been changed to:
"10:00 AM on the 8t" Day of May, 2014"
Bidders must sign this Addendum No. 1 and attach it to the bid proposal. Bid may
not be considered unless this signed Addendum No. 1 is attached.
1 have carefully examined this Addendum and have
included full payment in my Proposal.
Optima RPM, Inc.
Bidder's Name (Please Print)
May 7, 2014
Date
mice President/RMO
Aut orized Signature & Title
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
PO
T
cq�iFOR�'`�
ADDENDUM NO. 2
BIG CANYON RESERVOIR AUXILION YARD
CONTRACT NO. 52
DATE: April 29, 2014 BY:
Publ9c`Woeks Director
TO: ALL PLANHOLDERS
The followina chanaes, additions, deletions, or clarifications shall be made to the contract
documents — all other conditions shall remain the same.
1. ENGINEER'S ESTIMATE
The Engineer's Estimate is revised to read "$1,100,000.00"
2. PROPOSAL
1. The quantity and unit for Bid Item No. 3 has been changed to Lump Sura.
Replace Page PR 1 of 5 of the Proposal with the attached PR -A2 1 o 5.
2. The bid quantity for Bid Item No. 12 has been changed to 700 L.F.
Replace Page PR 3 of 5 of the Proposal with the attached PR -A2 3 of 5.
3. SECTION 9 — MEASUREMENT AND PAYMENT
Item No. 3 Site Removal and Disposal is revised to read:
"Work under this Item shall include all of the costs needed to remove and dispose
of the surface and below grade interfering materials within the work limits shown on
the Plans (except the garage unit) in order to construct the new improvements of all
trades and disciplines. The cost of site preparation in advance of the new
construction including grading, clearing, and grubbing required to make the
grades shown on the Civil and Building plan sheets shall be made a part of the
price bid."
Bidders must sign this Addendum No. 2 and attach it to the bid proposal. Bid may
not be considered unless this signed Addendum No. 2 is attached.
have carefully examined this Addendum and have
included full payment in my Proposal.
Optima RPM, Inc.
Bidder's Name (Please Print)
May 7, 2014
Date .
Vice President/RMO
Auth rized Signature & Title
Bid bund. 1000941760-27
City of Newport Beach
BIG CANYON RESERVOIR AUXILIARY YARD
Contract No. 5222
BIDDER'S BOND
We, the undersigned Principal and Surety, our successors and assigns, executors, heir
and administrators, agree to be jointly and severally held and firmly bound to the City c
Newport Beach, a charter city, in the principal sum of (10%) ten percent of the total attached bid
amount not to exceed One* Dollars ($ 150,000.00 ), to be paid and forfeited to the Citi
of Newport Beach if the bid proposal of the undersigned Principal for the construction of BIC-
CANYON
IGCANYON RESERVOIR AUXILIARY YARD, Contract No. 5222 in the City of Newport Beach, is
accepted by the City Council of the City of Newport Beach and the proposed contract is
awarded to the Principal, and the Principal fails to execute the Contract Documents in the
form(s) prescribed, including the required bonds, and original insurance certificates and
endorsements for the construction of the project within thirty (30) calendar days after the date of
the mailing of "Notification of Award", otherwise this obligation shall become null and void.
*Hundred Fifty Thousand and 00/100
If the undersigned Principal executing this Bond is executing this Bond as an individual,
it is agreed that the death of any such Principal shall not exonerate the Surety frorv; its
obligations under this Bond.
Witness our hands this 5th day of May , 2014.
Optima RPM, Inc.
Name of Contractor (Principal) uthorized Signature/Title �a
American Contractors Indemnity Company
Name of Surety
601 South Figueroa Street, 16th Floor
Los Angeles, CA 90017
Address of Surety
(310)649-0990
Telephone
Print Name and Title
(Notary acknowledgment of Principal & Surety must be attached)
5
CALIFORNIA•ACKNOWLEDGMENT
�. � �•)S..g.�. » ,�f �..nt„v,, v..,Fa At �i..�?. a va. � ns,. �4�as va ,ataa. � � v.:,sa tet.. v_ .. � oa... �. 04.. � a. va .. � ,. os9
State of California
County of. Orange
On � �"' before me, Barbara Copeland, Notary Public
Date Here Insert Name and Title of the Officer
personally appeared Stephanie Hoang
Name(&) of Signers)
BARBARA COPELAND
Commission # 2016348
-�� Notary Public - California
Orango County -
My Comm. Expires A r 19, 2017
who proved to me on the basis of satisfactory evidence to
be the persons) whose name(s) is/are subscribed to the
within instrument and acknowledged to me that
-he/she/they executed the same in +rvis/her/#4& authorized
capacity("), and that by-his/her/their signature(&} on the
instrument the person(s), or the entity upon behalf of
which the person(&) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws
of the State of California that the foregoing paragraph is
true and correct.
WITNESS my h nd and official seal.
Signature
Place Notary Seal Above Signature otrotary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer(s)
Signer's Name: Stephanie Hoang
❑ Individual
❑ Corporate Officer —Title(s): _
❑ Partner — ❑ Limited ❑ General
* Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
RIGHT THUMBPRINT
OF SIGNER
•• of
Number of Pages:
Signer's Name:
❑ Individual
❑ Corporate Officer — Title(s):
❑ Partner — ❑ Limited ❑ General
❑ Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing
RIGHT THUMBPRINT
OF SIGNER
•• of thumb here
02007 National Notary Association• 9350 De Soto Ave., PO. Box 2402 -Chatsworth. CA 91313-2402• www.Natlma]Notary.org Item#5907 ,Reorder: Call Toll -Free 1-800-876-6897
- POWER OF ATTORNEY
AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY U.S. SPECIALTY INSURANCE COMPANY
KNOW ALL MEN BY THESE PRESENTS: That American Contractors Indemnity Company, a California corporation, United States
Surety Company, a Maryland corporation and U.S. Specialty Insurance Company, a Texas corporation (collectively, the
"Companies"), do by these presents make, constitute and appoint:
Shawn Blume, Stephanie Hoang, Eric Lowey or Mark Richardson of Costa Mesa, California
its true and lawful Attorney(s)-in-fact, each in their separate capacity if more than one is named above, with full power and authority
hereby conferred in its name, place and stead, to execute, acknowledge and deliver any and all bonds, recognizances, undertakings
or other instruments or contracts of suretyship to include riders, amendments, and consents of surety, providing the bond
penalty does not exceed *****Three Million***** Dollars ($ **3,000,000.00**) —_
This Power of Attorney shall expire without further action on December 08, 2016 This Power of Attorney is granted under and by .
authority of the following resolutions adopted by the Boards of Directors of the Companies:
Be it Resolved, that the President, any Vice -President, any Assistant Vice -President, any Secretary or any Assistant Secretary shall be and is hereby vested with full
power and authority to appoint any one or more suitable persons as Attorney(s)-in- Fact to represent and act for and on behalf of the Company subject to the following
provisions: —
Attorney -in -Fact may be given full power and authority for -and in the name of and on behalf of the Company, to execute, acknowledge and deliver, any and all bonds,
recognizances, contracts, agreements or indemnity; and other conditional or obligatory undertakings, including any and all consents for the release of=
retained _
percentages and/or final estimates on engineering and construction contracts, and any and all notices and documents canceling or terminating =the Company's liability
thereunder, and any such instruments so executed by any such Attorney -in -Fact shall be binding upon the Company as if signed by the President and sealed and effected
by the Corporate Secretary.
Be it Resolved, that the signature of any authorized officer and seal of the Company heretofore or hereafter affixed to any power of attorney or any certificate relating
thereto by facsimile, and any power of attorney or certificate bearing facsimile signature or facsimile seal shall be valid and binding upon the Company with respect to
any bond or undertaking to which it is attached.
IN WITNESS WHEREOF, The Companies have caused this instrument to be signed and their corporate seals to be hereto affixed, this
–I Oth day of December, 2012.
AMERICAN CONTRACTORS INDEMNITY COMPANY UNITED STATES SURETY COMPANY U.S. SPECIALTY INSURANCE COMPANY
Corporate Seals sti nKo" –
%.
Lb
�6•.. a i',. e,: s Daniel P. Aguilar, Vice President —
State of California
County of Los Angeles SS:
On 10th day of December, 2012, before me, Vanessa Wright, a notary public, personally_appeared=I1miel P. Aguilar, Vice President of
American` Contractors Indemnity Company, United States Surety Company and U.S Specialty insurance Company who proved to me
on the basis of satisfactory evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that
he executed the same in his authorized capacity, and that by his signature on the instrument the person(s), or the entity upon behalf of
which the person(s) acted, executed the instrument.
I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.
WITNESS my hand and official seal.
V. WRtt3Hi
G Commtssmn * I" 3t8
Signature (Seal) Notery PWIC • CstUstot
Los Angst$& CountY
my Comm. Ex res Dsc 8.2old
1, Jeannie Lee, Assistant Secretary of American Contractors Indemnity Company, United States Surety Company and U.S. Specialty
Insurance Company, do hereby certify that the above and foregoing is a true and correct copy of_a Power of Attorney, executed by
said Companies, which is still in full force and effect; furthermore, the resolutions of the Boards of Directors, set out in the Power of
Attorney are in full force and effect.
In Witness hereof, I have hereurlw set my hand and affixed the seals of said Companies at Los Angeles, California this .S day
of �Q
–Corporate Seals 1
Atm
Bond No _y' s 'y + 4 a _ Jeannie Lee ssistant Secretary
Agency No.
18200 liCO9RDRATfU :y_ _o•
:'lam.:
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California
County of
On before me,ICUIV�LI.V
Dat _ _ ' a
personally appeared
yjo�___
W
t
M
cial s
Signature:
Place Notary Seal and/or Stamp Above OPTIONAL Sig tatu e of otary lublic
Though the information below is not required by law, it may prove valuable to persons relyllrlszdthe document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached
Title or Type of Document:
Document Date: _�JZj'j7AT
Signer(s) Other Than Named Above:
Capacity(les) C aimedy Signer(s)
Sig is Name: 7
orporate Officer — Tltle(s):
❑ Individual
❑ Partner — ❑ Limited ❑ General Top of thumb here
❑ Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Represe
Number of Pages:
Signer's Name:
❑ Corporate Officer — Title(s):
❑ Individual
❑ Partner — ❑ Limited ❑ General Top of thumb here
❑ Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing
V 2UM National Notary Association- 9350 De Soto Ave., P.O. Box 2402 -Chatsworth, CA 91313-2402- www.NationalNotary.org Item #5907 Reorder: Call Toll -Free 1-800-876-6827
who proved to me on the basis of satisfactory
evidence to be the person` whose name_ is/.a
subscribed to the within instrument and acknowledged
to me that he/,%K/fey executed the same in
hish-pett►eir authorized capacityEing), and that by
his�r/>eeir signature.( on the instrument the
ELIZABETH I. RAMIREZ
Commission #► 2055808
person(�j; or the entity upon behalf of which the
Notary Public - Californis
(911111111y
person�kacted, executed the instrument.
Orange county
mm.E 'res Feb 2t 2016
1 certify under PENALTY OF PERJURY under the
laws of the State of California that the foregoing
paragraph is true and correct.
M
cial s
Signature:
Place Notary Seal and/or Stamp Above OPTIONAL Sig tatu e of otary lublic
Though the information below is not required by law, it may prove valuable to persons relyllrlszdthe document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached
Title or Type of Document:
Document Date: _�JZj'j7AT
Signer(s) Other Than Named Above:
Capacity(les) C aimedy Signer(s)
Sig is Name: 7
orporate Officer — Tltle(s):
❑ Individual
❑ Partner — ❑ Limited ❑ General Top of thumb here
❑ Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Represe
Number of Pages:
Signer's Name:
❑ Corporate Officer — Title(s):
❑ Individual
❑ Partner — ❑ Limited ❑ General Top of thumb here
❑ Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing
V 2UM National Notary Association- 9350 De Soto Ave., P.O. Box 2402 -Chatsworth, CA 91313-2402- www.NationalNotary.org Item #5907 Reorder: Call Toll -Free 1-800-876-6827
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
PROPOSAL
BIG CANYON RESERVOIR AUXILIARY YARD
CONTRACT NO. 5222
To the Honorable City Council
City of Newport Beach
100 Civic Center Drive
Newport Beach, California 92660
Gentlemen:
PR -A2 1of 5
The undersigned declares that he has carefully examined the location of the work, has read
the Instructions to the Bidders, has examined the Plans and Special Provisions, and hereby
proposes to furnish all materials except that material supplied by the City and shall perform all
work required to complete Contract No. 5222 in accordance with the Plans and Special
Provisions, and will take in full payment therefore the following unit prices for the work,
complete in place, to wit:
ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL
AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE
1. Lump Sum Mobilization and Demobilization
64 9 /p7�Ph
icUa���AC"��T Dollars p�
and '
—Z L— Cents
Per Lump Sum
2. Lump Sum Furnish, Maintain, and Remove
Temporary Roll -off Storage Bin/
Dollars
and
6'ro Cents $
Per Lump Sum
3. Lump Sum Site jolt
and Disposal r
@ t V� IhouSael�t5 Dollars
and
Cents Va
Per Lump turn
PR2of5
ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL
AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE
4. Lump Sum Remove and Dispose of Residential
Garage Unit
@ fit�Y\ tcas(J S Dollars
and
?._C ra Cents $ ,O�600
Per Lump Sum
5. Lump Sum Survey Services j— 9 j
@ ( 1�ar b�g� I VLUrvt (ea,{ Dollars
and °
C e C Cents
Per Lump Sum
6, Lump Sum Construct New Building
@5 ))
ejleo odradlt'^t yy A--VYgJDollars o
and
Ll df d }
2-c- ru Cents $ /
Per Lump Sum
7. 1,400 Tons Construct ,Aggregate Base
@ �5fVeg, ie—,L--Dollars
and y
era Cents $ % 7" a� $ 23 goo'
Per Ton
8. 25,500 S.F. Construct P.C.C. Pavement
@ s Dollars Q
Zooand
Cents $ a $ X00
Per Square Foot
9. 60 L.F. Construct 6 -Inch Curb
@ ren i ' and
-Zeo Cents $41
Per Linear Foot
PR -A2 3 of 5
ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL
AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE
% 350 S.F. Construct P.C.C. Sidewalk
@14 Dollars
and �t
� -e V,0 Cents
Per Square Foot
11. Lump Sum Remove and Relocate Existing
Metal Fence t
@_.��i�tytcAd Dollars
and
r° Cents
Per Lump Sum
12. 700 L.F. Remove Existing and Install New
Perimeter Fencing
@, Z- Dollars
and
'Zero Cents
Per Linear Foot
13. 150 L.F. Construct Bottomless Drain
@ Dollars
and
Ze-y`C) Cents
Per Linear Foot
14. 1 EACH Adjust Manhole Frame and
Cover to Grade
@ !a � Xjfe45 Dollars
and
Cents
Per Each
15. 1 EACH Adjust Electrical Pulibox to Grade
E C � F%..ev
j I01/k
$ ' $ ;,"'t baa
@�' tvo-�- u(r Dollars
and d9k °j�c
ryCents $ $ 1
Per Each
PR4of5
ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL
AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE
16. Lump Sum Landscapingt
@ �t At4 k -I ""ScLy S Dollars
and
Z- r— iro Cents
Per Lump Sum
17. Lump Sum Install Irrigation System
@i'p�'nP Sand 5 Dollars
and
Z > c:> Cents
Per Lump Sum
18. Lump Sum 60 -Day Plant Establishment Period
@ L fte e_ Y�IeCj Dollars
and
2e ro Cents $ 6d
Per Lump Sum
19. Lump Sum 120 -Day Plant Maintenance
)) Peri/od//
@� (nLl�UW61"P�fDollllars Q
'Z --e r'O - Cents $ 21 U'�Q
Per Lump Sum
20. Lump Sum Provide As -Built Plans
@ cjr 1l,b4,✓i ve6( Dollars
and✓per
PC) Cents
$ r 6
Per Lump Sum
TOTAL PRICE IN WRITTEN WORDS
and Ze-- r0 Cents
May 7, 2014
Date
"`Yt1vtt tVL6LkSGty1d`S Dollars
$ (x 1J9', 0006 1 4V
otal Price (Figures)
Optima RPM, Inc.
Bidder
PR5of5
ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL
AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE
949.724.1399 Phone 949.724.1851 Fax
Bidder's Telephone and Fax Numbers
.::
Bidder's License No(s).
and Classification(s)
Bidder's email address: mhanna@optimarpm.com
9� y � -. �1(ice President/RMO
Bidd/ is Authorized Signature and Title
17945 Sky Park Circle Suite D Irvine, CA 92614
Bidder's Address
PUBLIC WORKS DEPARTMENT
INDEX
FOR
SPECIAL PROVISIONS
BIG CANYON RESERVOIR AUXILIARY YARD
CONTRACT NO. 5222
INTRODUCTION
PART 1 ---GENERAL PROVISIONS
SECTION 2
SCOPE AND CONTROL OF THE WORK 1
2-6
WORK TO BE DONE 1
2-9
SURVEYING 1
2-9.1
Permanent Survey Markers 1
2-9.2
Line and Grade 2
SECTION 3
CHANGES IN WORK 2
3-3
EXTRA WORK 2
3-3.2
Payment 2
3-3.2.3
Markup 2
SECTION 4
CONTROL OF MATERIALS 3
4-1
MATERIALS AND WORKMANSHIP 3
4-1.3
Inspection Requirements 3
4-1.3.4
Inspection and Testing 3
SECTION 5
UTILITIES 3
5-1
LOCATION 3
5-2
PROTECTION 3
5-7
ADJUSTMENTS TO GRADE 3
SECTION 6
PROSECUTION, PROGRESS AND ACCEPTANCE
OF THE WORK 4
6-1
CONSTRUCTION SCHEDULE AND
COMMENCEMENT OF THE WORK 4
6-1.1
Construction Schedule 4
6-7
TIME OF COMPLETION 4
6-7.1
General 4
6-7.2
Working Days 5
6-7.4
Working Hours 5
6-9
LIQUIDATED DAMAGES 5
SECTION 7
RESPONSIBILITIES OF THE CONTRACTOR 6
7-1
THE CONTRACTOR'S EQUIPMENT AND FACILITIES 6
7-1.2
Temporary Utility Services 6
7-5
PERMITS 6
7-7
COOPERATION AND COLLATERAL WORK 6
7-8
PROJECT SITE MAINTENANCE 6
7-8.4
Storage of Equipment and Materials 7
7-8.4.3
Storage of Equipment and Materials in Public Streets 7
7-8.6
Water Pollution Control 7
7-8.6.2
Best Management Practices (BMPs) 7
7-10
PUBLIC CONVENIENCE AND SAFETY 8
7-10.1
Traffic and Access 8
7-10.4
Safety 8
7-10.4.1
Safety Orders 8
7-10.6
Notices to Residents 8
7-15
CONTRACTOR LICENSES 9
7-16
CONTRACTOR'S RECORDS/AS BUILT DRAWINGS 9
SECTION 9
MEASUREMENT AND PAYMENT 9
9-3
PAYMENT 9
9-3.1
General 9
PART 2 ---CONSTRUCTION MATERIALS
SECTION 201 CONCRETE, MORTAR AND RELATED MATERIALS
201-1 PORTLAND CEMENT CONCRETE
201-1.1.2 Concrete Specified By Class
201-2 REINFORCEMENT FOR CONCRETE
201-2.2.1
Reinforcing Steel
201-7
NON -MASONRY GROUT
201-7.2
Quick Setting Grout
iYA
12
12
12
12
12
12
PART 3 ---CONSTRUCTION METHODS
SECTION 300
EARTHWORK
12
300-1
CLEARING AND GRUBBING
12
300-1.3
Removal and Disposal of Materials
12
300-1.3.1
General
13
300-1.3.2
Requirements
13
300-1.5
Solid Waste Diversion
13
SECTION 302
ROADWAY SURFACING
13
302-6
PORTLAND CEMENT CONCRETE PAVEMENT
13
302-6.6
Curing
13
SECTION 303
CONCRETE AND MASONRY CONSTRUCTION
14
303-5
CONCRETE CURBS AND WALKS
14
303-5.1
Requirements
14
303-5.1.1
General
14
303-5.5.4
Gutter
14
SECTION 308
LANDSCAPE AND IRRIGATION INSTALLATTION
14
308-1
GENERAL
14
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
SPECIAL PROVISIONS
BIG CANYON RESERVOIR AUXILIARY YARD
CONTRACT NO. 5222
INTRODUCTION
All work necessary for the completion of this contract shall be done in accordance with
(1) these Special Provisions; (2) the Plans (Drawing No. B -5227-S); (3) the City's
Standard Special Provisions and Standard Drawings for Public Works Construction,
(2004 Edition), including Supplements; (4) Standard Specifications for Public Works
Construction (2009 Edition), including supplements; (5) the applicable Codes shown on
the Plans; and (6) Building Permits. Copies of the City's Standard Special Provisions
and Standard Drawings may be purchased at Building News, Inc., 1612 South
Clementine Street, Anaheim, CA 92802, 714-517-0970.
The following Special Provisions supplement or modify the Standard
Specifications for Public Works Construction as referenced and stated
hereinafter:
PART 1 - GENERAL PROVISIONS
SECTION 2 - SCOPE AND CONTROL OF THE WORK
2-6 WORK TO BE DONE
Add to this section, 'The work necessary for the completion of this contract consists of
obtaining building permits, removing existing residential garage unit, providing
temporary roll -off storage bin, constructing new storage building and pavement
improvements, and installing landscaping and irrigation system."
2-9 SURVEYING
2-9.1 Permanent Survey Markers
Delete this section and replace with the following: "The Contractor shall, prior to the
beginning of work, inspect the project for existing survey monuments and then schedule
a meeting with the City Surveyor to walk the project to review the survey monuments.
The Contractor shall protect all survey monuments during construction operations. in
the event that existing survey monuments are removed or otherwise disturbed during
the course of work, the Contractor shall restore the affected survey monuments at his
SP1 of 15
sole expense. The Contractor's Licensed Surveyor shall file the required Record of
Survey or Corner Records with the County of Orange upon monument restoration.
The Contractor shall be responsible for the cost of restoring all survey ties and/or
monuments damaged by the Work."
2-9.2 Line and Grade
Add to this section: "The Contractor's California Licensed Land Surveyor shall
utilize/follow the existing City survey records used for the project design to provide all
construction survey services that are required to construct the improvements. The
design surveyor for this project is DMS Consultants, Inc. and can be contacted at
(714) 740-8840. At a minimum, two (2) sets of cut -sheets for all areas shall be included
in the bid price and copies of each set shall be provided to City 48 -hours in advance of
any work. In addition, the filing of a Corner Record and/or a Record of Survey with the
County Surveyor's Office is required after the completion of Work. Prior to any
demolition Work the Contractor shall prepare and submit the Corner Records for review
by the City a minimum of three (3) working days before the anticipated Work.
SECTION 3 - CHANGES IN WORK
3-3 EXTRA WORK
3-3.2 Payment
3-3.2.3 Markup - Replace this section with the following:
"(a) Work by Contractor. The following percentages shall be added to the
Contractor's costs and shall constitute the markup for all overhead and profits:
1) Labor ............................................ 15
2) Materials ....................................... 15
3) Equipment Rental ........................... 15
4) Other Items and Expenditures ........... 15
To the sum of the costs and markups provided for in this subsection, one (1)
percent shall be added for compensation for bonding.
(b) Work by Subcontractor. When all or any part of the extra work is
performed by a Subcontractor, the markup established in 3-3.2.3(a) shall be
applied to the Subcontractor's actual cost (prior to any markups) of such work. A
markup of 10 percent on the first $5,000 of the subcontracted portion of the extra
work and a markup of 5 percent on work added in excess of $5,000 of the
subcontracted portion of the extra work may be added by the Contractor.
SP2of15
SECTION 4 - CONTROL OF MATERIALS
4-1 MATERIALS AND WORKMANSHIP
4-1.3 Inspection Requirements
4-1.3.4 Inspection and Testing
All materials and articles furnished by the Contractor shall be subject to rigid inspection,
and no material or article shall be used in the work until it has been inspected and
accepted by the Engineer. The Contractor shall furnish the Engineer full information as
to the progress of the work in its various parts and shall give the Engineer timely (48 -
hours minimum) notice of the Contractor's readiness for inspection. Submittals are
required for all construction materials.
If needed, the Engineer shall select an independent testing laboratory and pay for all
testing as specified in the various sections of the Standard Special Provisions and
these Special Provisions. When, in the opinion of the Engineer, additional tests and
retesting due to failed tests or inspections are required because of unsatisfactory
results in the manner in which the Contractor executed the work, such tests and
inspections shall be paid for by the Contractor."
SECTION 5 - UTILITIES
5-1 LOCATION
Add the following after the 3rd paragraph: "All underground utility location markings
shall be made with chalk -based paint. Within seven (7) Calendar days after completion
of the work or phase of work, the Contractor shall remove all USA utility markings.
Removal by sand blasting is not allowed. Any surface damaged by the removal effort
shall be repaired to its pre -construction condition or better."
5-2 PROTECTION
The location of existing utilities shown on the plans is from record data. The existing
sewer main located underneath the proposed building shall be protected in place.
There is also a 60" Metropolitan Water District transmission main that traverses across
the property. The Contractor shall verify the locations and depths of these facilities prior
to the start of any construction work.
Add the following: "In the event that an existing utility box or cover is damaged by the
Work and is not re -useable, the Contractor shall provide and install a new utility box or
cover of identical type and size at no additional cost to the City."
5-7 ADJUSTMENTS TO GRADE
Where applicable, the Contractor shall adjust or replace to finish grade of City -owned
utility boxes and sewer manholes.
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While unlikely, the Contractor will be required to contact Southern California Edison
Company to have their existing utilities adjusted to finish grade as needed. The
Contractor shall coordinate with utility company for the adjustment of their facilities in
advance of work to avoid potential delays to the Project Schedule.
SECTION 6 - PROSECUTION PROGRESS AND ACCEPTANCE OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK
6-1.1 Construction Schedule
No work shall begin until a "Notice to Proceed" has been issued, a pre -construction
meeting has been conducted, and a schedule of work has been approved by the
Engineer. The Contractor shall submit a construction schedule to the Engineer for
approval a minimum of five working days prior to the pre -construction meeting.
Schedule may be bar chart or CPM style.
The Engineer will review the Schedule and may require the Contractor to modify the
Schedule to conform to the requirements of the Contract Documents. If work falls behind
the approved Schedule, the Contractor shall be prohibited from starting additional work
until Contractor has exerted extra effort to meet the original schedule and has
demonstrated that the ability to maintain the approved schedule in the future. Such
stoppages of work shall in no way relieve the Contractor from the overall time of
completion requirement, nor shall it be construed as the basis for payment of extra work
because additional personnel and equipment were required on the job."
6-7 TIME OF COMPLETION
6-7.1 General
The City intends to issue the Notice To Proceed (NTP) to the Contractor on July 1,
2014. The Contractor shall complete all construction work under Contract within one
hundred twenty (120) consecutive working days of said NTP.
The last portion of the 120 -Day construction duration shall include three cycles of weed
herbicide application, irrigation, and weeding over a six-week period followed by
planting, the 60 -Day Plant Establishment Period, and then the separate 120 -Day Plant
Maintenance Period.
City will take procession of the new building after the Building Permit has been finaled
while plant establishment or maintenance is on-going.
The Contractor shall ensure the availability and delivery of all materials prior to the start
of work. Unavailability of material will not be sufficient reason to grant the Contractor an
extension of time for 100 percent completion of work.
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6-7.2 Working Days
Revise 3) to read: "any City holiday, defined as January 1 St (New Year's Day), the third
Monday in January (Martin Luther King Day), the third Monday in February (President's
Day), the last Monday in May (Memorial Day), July 4th, the first Monday in September
(Labor Day), November 11th (Veterans Day), the fourth Thursday and Friday in
November (Thanksgiving and Friday after), December 24th, (Christmas Eve),
December 25th (Christmas), and December 315` (New Year's Eve). If the holiday falls
on a Sunday, the following Monday will be considered the holiday. If the holiday falls on
a Saturday, the Friday before will be considered the holiday."
6-7.4 Working Hours
Normal working hours are limited to 7:00 AM to 3:30 PM, Monday through Friday.
The Contractor, subcontractors, suppliers, etc., shall not generate any noise at the work
site, storage sites, staging areas, etc., before or after the normal working hours
prescribed above.
Should the Contractor elect to work outside normal working hours, Contractor must first
obtain special permission from the Engineer. The request may be for 3:30PM to 6:30
PM on weekdays or 8:00 AM to 6:00 PM on Saturday only. A request for working
outside the normal working hours must be made at least 72 hours in advance of the
desired time period. A separate request must be made for each work shift. The
Engineer reserves the right to deny any or all such requests. Additionally, the
Contractor shall pay for supplemental inspection costs of $146 per hour when such time
periods are approved.
6-9 LIQUIDATED DAMAGES
Revise sentence three to read: "For each consecutive calendar day after the time
specified in Section 6-7-1 for completion of the work, the Contractor shall pay to the
City or have withheld from moneys due it, the daily sum of $1,000.00
Revise paragraph two, sentence one, to read: "Execution of the Contract shall
constitute agreement by the Agency and Contractor that the above liquidated damages
per day is the minimum value of the costs and actual damage caused by the failure of
the Contractor to complete the Work within the allotted time.
The intent of this section is to emphasize to the Contractor the importance of
prosecuting the work in an orderly preplanned continuous sequence so as to minimize
disruption to public services as a result of construction operations."
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SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR
7-1 THE CONTRACTOR'S EQUIPMENT AND FACILIITIES
7-1.2 Temporary Utility Services
Add to the end of this section: "If the Contractor elects to use City water, he shall
arrange for a meter and tender a $1,073.21 meter deposit with the City. Upon return of
the meter to the City, the deposit will be returned to the Contractor, less a $90 monthly
charge for meter use, a charge for water usage and any repair charges for damage to
the meter.
Water used during construction shall be paid for by the Contractor. This includes water
for flushing and pressure testing water lines, compaction, irrigation during maintenance
period for landscaping, etc.
City shall designate to the Contractor the location of the fire hydrant or other connection
acceptable for drawing of construction and temporary water. City reserves the right to
limit the location, times and rates of drawing of such water."
7-5 PERMITS. Replace this section with "The project is deemed 'permit -ready' by the
City's Building Department (Plan Check No. 2711-2013). The Contractor shall obtain
no -fee building permits and inspection for the new building from the Building
Department."
7-7 COOPERATION AND COLLATERAL WORK. Add to this section: "The
Community Center is open to the public during regular business hours. As such, the
Contractor shall prepare and maintain the construction site in a safe manner so that the
programmed activities at the Center will not be unnecessarily interrupted by the
construction work to the extent possible.
To minimize the impact of stage construction, the Contractor shall:
1. Make every effort to conduct the work in a manner that will not interfere with the
Reservoir operations.
2. Provide barriers to control construction dust and debris at all times
3. Remove construction debris from the work site at the end of each work day.
4. Provide restrooms, telephone and trash service for construction personnel.
5. Maintain continuous access for the Yard operations.
6. Park construction and personal vehicles at a designated location inside the gated
property as approved by the Engineer.
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7-8 PROJECT SITE MAINTENANCE
7-8.4 Storage of Equipment and Materials
7-8.4.3 Storage of Equipment and Materials in Public Streets
Delete the first paragraph and add the following: Construction materials and equipment
may only be stored within the Yard as approved by the Engineer. The Contractor shall
obtain the Engineer's approval of a storage site for equipment and materials prior to
delivering equipment and materials to the site. Prior to move -in, the Contractor shall
take photos of the laydown area. The Contractor shall restore the laydown area to its
pre -construction condition. The Engineer may require new base and pavement if the
pavement condition has been compromised during construction.
7-8.6 Water Pollution Control
Add to this section, "Surface runoff water, including all water used during sawcutting
operations, containing mud, silt or other deleterious material due to the construction of
this project shall be treated by filtration or retention in settling basin(s) sufficient to
prevent such material from migrating into any catch basin, Newport Harbor, the beach,
or the ocean. The Contractor shall also comply with the Construction Runoff Guidance
Manual which is available for review at the Public Works Department or can be found
on the City's website at www.newportbeachca.gov/publicworks and clicking on permits,
then selecting the link Construction Runoff Guidance Manual. Additional information
can be found at www.cleanwaternewport.com."
7-8.6.2 Best Management Practices (BMPs)
Add to this section: The Contractor shall submit a Best Management Practice (BMP)
plan for containing any wastewater or storm water runoff from the project site including,
but not limited to the following:
a. No placement of construction materials where they could enter storm drain system,
which includes gutters that lead to catch basins.
b. Checking construction vehicles for leaking fluids.
c. Providing a controlled area for cleaning or rinse -down activities.
d. Monitoring construction activities.
e. Minimizing usage of water when saw -cutting and vacuum the residue.
f. Providing measures to capture or vacuum -up water contaminated with
construction debris.
g. Removing any construction related debris on a daily basis.
h. Protecting work areas from erosion.
The BMP will be approved by the Engineer prior to any work. The City of Newport
Beach will monitor the adjacent storm drains and streets for compliance. Failure of the
Contractor to follow BMP will result in immediate cleanup by City and back -charging the
Contractor for all costs plus 15 percent. The Contractor may also receive a separate
Administrative Citation per Section 14.36.030A23 of the City's Municipal Code.
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7-10 PUBLIC CONVENIENCE AND SAFETY
7-10.1 Traffic and Access
Add to this section: "Although the work located within a gated site remote from the
general public, the Reservoir is frequently visited by service and material providers. The
Contractor shall ascertain that the work site is fully delineated and all measures needed
to warn all people who do not have knowledge of the construction activities to keep
away from the work. Additionally, the Contractor shall comply with the applicable traffic
control and access requirements in accordance with Section 7-10 of the Standard
Specifications and the Work Area Traffic Control Handbook (WATCH), also published
by Building News, Inc."
7-10.4 Safety
7-10.4.1 Safety Orders
Add to this section: "The Contractor shall be solely and completely responsible for
conditions of the job -site, including safety of all persons and property during
performance of the work, and the Contractor shall fully comply with all State, Federal
and other laws, rules, regulations, and orders relating to the safety of the public and
workers.
The right of the Engineer or the City's Representative to conduct construction review or
observation of the Contractor's performance shall not include review or observation of
the adequacy of the Contractor's safety measures in, on, or near the construction site."
7-10.6 Notices to Residents
Ten working days prior to starting work, the Contractor shall deliver a construction
notice to residents within 500 feet of the project, describing the project and indicating
the limits of construction. The City will provide the notice.
Forty-eight hours prior to the start of construction, the Contractor shall distribute to the
residents a second written notice prepared by the City clearly indicating specific dates
in the space provided on the notice when construction operations will start for each
block or street, what disruptions may occur, and approximately when construction will
be complete. An interruption of work at any location in excess of 14 calendar days shall
require re -notification. The Contractor shall insert the applicable dates and times at the
time the notices are distributed.
The written notices will be prepared by the City, but shall be completed and distributed
by the Contractor. Errors in distribution, false starts, acts of God, strikes or other
alterations of the schedule will require Contractor re -notification using an explanatory
letter furnished by the City.
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7-15 CONTRACTOR'S LICENSES
From the time City Council contract award until completion of work, the contractors
working on this Project shall comply with the following licensing requirements.
The general contractor awarded the Project: General Engineering "A".
The contractor constructing the building: Building "B".
The landscaping and irrigation contractor: Landscaping "C27".
At the start and until completion of work, the Contractor and all Sub -contractors shall
possess a valid Business License issued by the City of Newport Beach,
7-16 CONTRACTOR'S RECORDSIAS BUILT DRAWINGS
A stamped set of approved plans and specifications shall be on the job site at all times.
In addition, the Contractor shall maintain "As -Built" drawings of all work as the job
progresses. A separate set of drawings shall be maintained for this purpose. These
drawings shall be up-to-date and reviewed by the Engineer at the time each progress
bill is submitted. Any changes to the approved plans that have been made with
approval from the Engineer shall be documented on the "As -Built' drawings.
The "As -Built" shall be submitted and approved by the Engineer prior to final payment
or release of any bonds.
The Contractor shall maintain books, records, and documents in accord with generally
accepted accounting principles and practices. These books, records, and documents
shall be retained for at least three years after the date of completion of the project.
During this time, the material shall be made available to the Engineer. Suitable facilities
are to be provided for access, inspection, and copying of this material."
SECTION 9 - MEASUREMENT AND PAYMENT
9-3 PAYMENT
9-3.1 General
Revise paragraph two to read: The unit and lump sum prices bid for each item of work
shown on the Proposal shall include full compensation for furnishing the labor,
materials, tools, and equipment and doing all the work, including restoring all existing
improvements, to complete the item of work in place and no other compensation will be
allowed thereafter. Payment for incidental items of work not separately listed shall be
included in the prices shown for the other related items of work. The following items of
work pertain to the bid items included within the Proposal:
SID 9of15
Item No. 1 Mobilization and Demobilization: Work under this item shall include
providing bonds, insurance and financing, establishing a field office, preparing the BMP
Plan and construction schedule, and all other related work as required by the Contract
Documents. It shall also include work to demobilize from the project site including but
not limited to site cleanup, removal of USA Markings and providing any required
documentation as noted in these Special Provisions.
Item No, 2 Furnish, Maintain, and Remove Temporary Roll -off Storage Bin: Work
under this Item shall include all of the costs needed to place a 200+/- SF full height roll-
off bin to temporary store the equipment currently kept inside the garage unit that will be
disposed under this project. This bin will only be needed until the City equipment can be
moved into the new building. Therefore, the sooner one of the new building's garages
is ready for storage, the sooner this bin will not be needed by the City. Additionally, in
the event the City was able to store the equipment elsewhere without needing this
storage bin, this bid item in its entirety will be deleted from the Project and no
compensation shall be made.
Item No. 3 Site Removal and Disposal: Work under this Item shall include all of the
costs needed to remove and dispose of the surface and below grade interfering
materials within the work limits shown on the Plans (except the garage unit) in order to
construct the new improvements of all trades and disciplines. The cost of site
preparation in advance of the new construction shown on the Civil and Building plan
sheets shall be made a part of the price bid.
Item No. 4 Remove and Dispose of Residential Garage Unit: Work under this Item
shall include all of the costs needed to remove and dispose of the garage unit and other
below grade improvements that interfere with the new building construction. The cost
of site preparation in advance of the new construction shown on the Civil and Building
plan sheets shall be made a part of the price bid.
Item No. 5 Surveying Services: Work under this Item shall include the cost of
construction staking, final grades, all horizontal alignment, as -built field notes, and other
survey items as required to complete the work in place.
Item No. 6 Construct New Building: Work under this Item shall include all of the
costs needed to construct the new building as shown on the Plans and Specifications
complete in place. The building shall be delivered to the City fully functional. The cost
of all required building tests as required by the Building Permit as well as testing the
building for water tightness shall be made as a part of the price bid.
Item No. 7 Construct Aggregate Base: Work under this Item shall include all of the
costs needed to construct the aggregate base as shown on the Plans and
Specifications compacted in place. The cost of compacting the existing subgrade prior
to receiving the aggregate base shall be made a part of the price bid.
Item No. 8 Construct P.C.C. Pavement: Work under this Item shall include all of
the cost needed to construct the P.C.C. pavement in accordance with details shown on
the plans. The cost of incidental pour of extra thick PCC sections shall be made a part
SP 10 of 15
of the price bid. It is the contractor's responsibility to obtain prior approval from the
Engineer before any substantially extra thick sections are poured.
Item No. 9 Construct 6 -Inch Curb: Work under this Item shall include all of the
costs needed to recompact the existing subgrade and construct the new improvements
as shown on the Plans and Specifications complete in place.
Item No. 10 Construct PCC Sidewalk: Work under this Item shall include all of the
costs needed to recompact the existing subgrade and construct the new improvements
as shown on the Plans and Specifications complete in place.
Item No. 11 Remove and Relocate Metal Fence: Work under this Item shall
consist of removing and relocating the existing metal fence including the applicable
footings and all other work items as required to complete the work in place.
Item No. 12 Remove Existing and Install New Perimeter Fencing: Work under this
Item shall include all of the costs needed to remove and dispose of the existing
perimeter fencing along the westerly property line and install new 8 -foot tall green vinyl
coated chain link fencing per the applicable Standard Plans complete in place.
Payment will be based on the quantity of new fencing installed.
Item No. 13 Construct Bottomless Drain: Work under this Item shall include all of
the costs needed to construct and connect the bottomless drain per details shown on
the plans and all other work items as required to complete the work in place.
Item No. 14 Adjust Manhole Frame and Cover to Grade: Work under this Item
shall include all of the costs needed to adjust, lower, or raise the manhole frame and
cover to grade and all other work items as required to complete the work in place.
Item No. 15 Adjust Electrical Pullbox to Grade: Work under this Item shall include
all of the costs needed to adjust, lower, or raise the electrical pullbox to grade and all
other work items as required to complete the work in place.
Item No. 16 Landscaping: Work under this Item shall include all of the costs
needed to test the existing soil for the type and quantity of soil amendments needed,
complete three (3) cycles of weed kill, furnish and place amendments, install the
landscaping materials per the Plans and Specifications, and complete other customary
items as needed to ensure proper plant health and growth.
Item No. 17 Install Irrigation System: Work under this item shall include all of the
costs needed to install irrigation components and improvements as shown on the Plans
and Specifications. The costs of coverage and pressure tests and the subsequent
corrective work, if any, shall be made a part of the price bid.
Item No. 18 60 -Day Plant Establishment Period: Work under this Item shall
include all of the costs needed to establish the plants and landscaping as per the Plans
and Specifications.
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Item No. 19 120 -Day Plant Maintenance Period: Work under this Item shall
include all of the costs needed to maintain the plants and landscaping as per the Plans
and Specifications.
Item No. 20 Provide As -Built Plans: Work under this item shall include all actions
necessary to provide as -built drawings. These drawings must be kept up to date and
submitted to the Engineer for review prior to request for payment.
9-3.2 Partial and Final Payment. Delete the third paragraph and replace with the
following: "From each progress estimate, five (5) percent will be retained by the
Agency, and the remainder less the amount of all previous payments will be paid."
Add to this section: `Partial payments for mobilization and traffic control shall be
made in accordance with Section 10264 of the California Public Contract Code."
PART 2 CONSTRUCTION MATERIALS
SECTION 201--- CONCRETE MORTAR AND RELATED MATERIALS
201-1 PORTLAND CEMENT CONCRETE
201-1.1.2 Concrete Specified by Class Add to this section" Portland Cement
Concrete for construction shall be Class 560-C-3250."
201-2 REINFORCEMENT FOR CONCRETE
201-2.2.1 Reinforcing Steel Add to this section: Reinforcing steel shall be
Grade 60 steel conforming to ASTM A 615 with 2 -inch minimum cover unless shown otherwise on
the plans.
201-7 NON -MASONRY GROUT
201-7.2 Quick Setting Grout
Add to this section: `The Contractor shall grout the area between an existing reinforced
concrete structure and the new storm drain pipe with a quick setting grout."
PART 3 CONSTRUCTION METHODS
SECTION 300 ---EARTHWORK
300-1 CLEARING AND GRUBBING
300-1.3 Removal and Disposal of Materials
691+.ER
Add to this Section: "Removal and disposal of material shall be done by City
approved Licensed and Franchised Commercial Solid Waste Haulers. A current list of
approved haulers can be provided upon request or be found on the City's website at:
htti)://newportbeachea.gov/GSV/Franchised Haulers.htm."_and then selecting the link
Franchised Haulers List."
300-1.3.1 General
Add to this section: "The work shall be done in accordance with Section 300-1.3.2 of
the Standard Specifications for Public Works Construction except as modified and
supplemented herein. Joins to existing pavement lines shall be full depth sawcuts.
Final removal between the sawcut lines may be accomplished by the use of
jackhammers or sledgehammers. Pavement breakers or stompers will not be permitted
on the job. The Engineer must approve final removal accomplished by other means.
The Contractor shall maintain the job site in a clean and safe condition. The Contractor
shall remove any broken concrete, debris or other deleterious material from the job site
at the end of each workday or as directed by the Engineer.
300-1.3.2 Requirements
(c) Concrete Curb and Sidewalk. Replace the first sentence of this Section with:
"Saw cuts shall be neatly made to a minimum of two (2) inches." Replace the words "1-Y2
inch" of the last sentence with the words "two (2) inches".
300-1.5 Solid Waste Diversion
Non -reinforced concrete and asphalt wastes generated from the job site shall be
disposed of at a facility that crushes such materials for reuse. Excess soil and other
recyclable solid wastes shall not be disposed of at a sanitary landfill.
The Contractor shall maintain monthly tonnage records of total solid wastes generated
and solid wastes disposed of at a sanitary landfill. The Contractor shall report said
tonnage monthly to the Engineer and provide appropriate confirmation documentation
from the recycling facility.
SECTION 302 ---ROADWAY SURFACING
302-6 PORTLAND CEMENT CONCRETE PAVEMENT
302-6.6 Curing
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Add to this section: "The Contractor shall not open the new improvements to vehicular
use until P.C.C. has attained the minimum compressive strength specified in Section
201-1.1-2 of the Standard Specifications. Said strength may be attained more rapidly,
to meet the time constraints in Section 6-7.1 herein, by the use of additional Portland
cement or admixtures with prior approval of the Engineer."
SECTION 303 ---CONCRETE AND MASONRY CONSTRUCTION
303-5 CONCRETE CURBS AND WALKS
303-5.1 Requirements
303-5.1.1 General
Add to this section: "Newly poured P.C.C. improvements subject to vehicle loads shall
not be opened to vehicle traffic until the concrete has cured to a minimum strength of
3,000 psi."
303-5.5.4 Gutter
Add to this section: "The Contractor shall hold the flow line tolerances to within 0.01
feet of those elevations shown on the plan."
SECTION 308 ---LANDSCAPE AND IRRIGATION INSTALLATION
308-1 General.
Add to this section: "The Contractor is responsible for clearing and grubbing, pruning and
removing tree roots that interfere with the work. The Contractor shall be responsible for
ensuring that no tree roots are pruned or cut that could compromise the stability of the
tree.
The Contractor shall arrange to meet for this work with the City's Urban Forester, Mr.
John Conway at (949) 644-3083 a minimum of five workdays prior to beginning the
work. The Contractor shall describe the method of pruning and removing minor tree
roots that may be encountered during construction. The Urban Forrester will decide at
that time if a formal submittal is required for review by the City.
If the Contractor encounters large tree roots, he/she shall cease work at that location
and immediately contact the City's Urban Forrester for inspection. Upon inspection, the
Urban Forrester may require the Contractor to formally submit a plan for removing the
large roots to the City for review.
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The Contractor shall fully comply with the following ARCHITECT'S TECHNICAL
SPECIFICATIONS which augment, but are not referenced to, sections of the
Standard Specifications for Public Works Construction.
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City of Newport Beach
BIG CANYON RESERVOIR AUXILIARY YARD
Contract No. 5222
TS -1
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 01 1000
SUMMARY
PART 1GENERAL
1.01 PROJECT
RM ARCHITECTURE
MARCH, 2014
A. Project Name: Newport Beach Big Canyon Reservoir Auxiliary Facility
Maintenance
B. Owner's Name: City of Newport Beach
C. Engineer's Name: DMS Consulting
D. Architect's Name: RM Architecture
E. The Project consists of the construction of a new facility maintenance and storage
structure, site improvements including but not limited to grading, paving, and
landscaping.
1.02 CONTRACT DESCRIPTION
A. Contract Type: A single prime contract based on a Stipulated Price as described in the
General Conditions of the Contract.
1.03 OWNER OCCUPANCY
A. Owner intends to occupy the Project upon Substantial Completion.
B. Cooperate with Owner to minimize conflict and to facilitate Owner's operations.
C. Schedule the Work to accommodate Owner occupancy.
PART 2 PRODUCTS — NOT USED
PART 3 EXECUTION — NOT USED
END OF SECTION
SUMMARY 011000-1
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 012000
PRICE AND PAYMENT
PART 1GENERAL
1.01 SECTION INCLUDES
RM ARCHITECTURE
MARCH, 2014
A. Procedures for preparation and submittal of applications for progress payments.
B. Documentation of changes in Contract Price and Contract Time,
C. Change procedures.
D. Procedures for preparation and submittal of application for final payment.
1.02 SCHEDULE OF VALUES
1.03
A. Electronic media printout including equivalent information will be considered in lieu of
standard form specified; submit sample to Architect for approval.
B. Forms filled out by hand will not be accepted.
C. Submit Schedule of Values in duplicate within 15 days after date of Owner -Contractor
Agreement.
D. Include separately from each line item, a direct proportional amount of Contractor's
overhead and profit.
E. Revise schedule to list approved Change Orders, with each Application For Payment.
APPLICATIONS FOR PROGRESS PAYMENTS
A. Payment Period: Submit at intervals stipulated in the Agreement.
B. Electronic media printout including equivalent information will be considered in lieu of
standard form specified; submit sample to Architect for approval.
C. Forms filled out by hand will not be accepted.
D. Execute certification by signature of authorized officer
E. List each authorized Change Order as a separate line item, listing Change Order number
and dollar amount as for an original item of Work.
F. Submit three copies of each Application for Payment.
G. When Architect requires substantiating information, submit data justifying dollar amounts
in question. Provide one copy of data with cover letter for each copy of submittal. Show
application number and date, and line item by number and description.
PRICE AND PAYMENT PROCEDURES 01 2000-1
RM ARCHITECTURE CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
1.04 MODIFICATION
A. For minor changes not involving an adjustment to the Contract Price or Contract Time,
Architect will issue instructions directly to Contractor.
B. For other required changes, Architect will issue a document signed by Owner instructing
Contractor to proceed with the change, for subsequent inclusion in a Change Order.
1. The document will describe the required changes and will designate method of
determining any change in Contract Price or Contract Time.
2. Promptly execute the change.
C. For changes for which advance pricing is desired, Architect will issue a document that
includes a detailed description of a proposed change with supplementary or revised
drawings and specifications, a change in Contract Time for executing the change with a
stipulation of any overtime work required and the period of time during which the
requested price will be considered valid. Contractor shall prepare and submit a fixed
price quotation within five (5) days.
D. Contractor may propose a change by submitting a request for change to Architect,
describing the proposed change and its full effect on the Work, with a statement
describing the reason for the change, and the effect on the Contract Price and Contract
Time with full documentation and a statement describing the effect on Work by separate
or other contractors. Document any requested substitutions in accordance with Section
01 6000.
E. Computation of Change in Contract Amount: As specified in the Agreement and
Conditions of the Contract.
F. Substantiation of Costs: Provide full information required for evaluation.
1. Provide the following data:
a. Overhead and profit.
b. Justification for any change in Contract Time.
C. Credit for deletions from Contract, similarly documented.
2. Support each claim for additional costs with additional information:
a. Origin and date of claim.
b. Dates and times work was performed, and by whom.
C. Invoices and receipts for products, equipment, and subcontracts,
similarly documented.
3. For Time and Material work, submit itemized account and supporting data after
completion of change, within time limits indicated in the Conditions of the
Contract.
G. Execution of Change Orders: Architect will issue Change Orders for signatures of parties
as provided in the Conditions of the Contract.
H. Promptly revise progress schedules to reflect any change in Contract Time, revise sub -
schedules to adjust times for other items of work affected by the change, and resubmit.
012000-2 PRICE AND PAYMENT PROCEDURES
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
1.05 APPLICATION FOR FINAL PAYMENT
RM ARCHITECTURE
MARCH, 2014
A. Application for Final Payment will not be considered until the following have been
accomplished:
1. All closeout procedures specified in Section 01 7000.
2. Waiver or release of lien rights for all contractors supplying work or products to
the project.
PART 2 PRODUCTS — NOT USED
PART 3 EXECUTION — NOT USED
END OF SECTION
PRICE AND PAYMENT PROCEDURES 012000-3
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 01 3000
ADMINISTRATIVE REQUIREMENTS
PART 1GENERAL
1.01 SECTION INCLUDES
A. Preconstruction meeting.
B. Progress meetings.
C. Submittals for review, information, and project closeout.
D. Submittal Procedures.
1.02 RELATED REQUIREMENTS
RM ARCHITECTURE
MARCH, 2014
A. Section 01 3216 - Construction Progress Schedule: Form, content, and administration of
schedules.
B. Section 01 7000 - Execution and Closeout Requirements: Additional coordination
requirements.
C. Section 01 7800 - Closeout Submittals: Project record documents.
1.03 PROJECT COORDINATION
A. Project Coordinator: Construction Manager.
B. Cooperate with the Project Coordinator in allocation of mobilization areas of site; for field
offices and sheds, for construction access, traffic, and parking facilities.
C. During construction, coordinate use of site and facilities through the Project Coordinator.
D. Comply with Project Coordinator's procedures for intra -project communications;
submittals, reports and records, schedules, coordination drawings, and
recommendations; and resolution of ambiguities and conflicts.
E. Comply with instructions of the Project Coordinator for use of temporary utilities and
construction facilities.
F. Coordinate field engineering and layout work under instructions of the Project
Coordinator.
ADMINISTRATIVE REQUIREMENTS 013000-1
RM ARCHITECTURE
MARCH, 2014
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
G. Make the following types of submittals to Architect through the Project Coordinator:
1. Requests for interpretation.
2. Requests for substitution.
3. Shop drawings, product data, and samples.
4. Test and inspection reports.
5. Manufacturer's instructions and field reports.
6. Applications for payment and change order requests.
7. Progress schedules.
8. Coordination drawings.
9. Closeout submittals.
PART 2 PRODUCTS — NOT USED
PART 3 EXECUTION
3.01 PRECONSTRUCTION MEETING
A. Owner will schedule a meeting after Notice of Award.
B. Attendance Required:
1. Owner
2. Architect/Engineer
3. Contractor
C. Agenda:
1.
Execution of Owner -Contractor Agreement.
2.
Submission of executed bonds and insurance certificates.
3.
Distribution of Contract Documents.
4.
Submission of list of Subcontractors, list of Products, schedule of values, and
progress schedule.
5.
Designation of personnel representing the parties to Contract, Owner and
Architect.
6.
Procedures and processing of field decisions, submittals, substitutions,
applications for payments, proposal request, Change Orders, and Contract
closeout procedures.
7.
Scheduling.
8.
Scheduling activities of special testing and inspections.
9.
Coordinate field engineering and layout work under instructions of the Project
Coordinator.
D. Record minutes and distribute copies within two days after meeting to participants, with
two copies to Architect, Engineer, Owner, participants, and those affected by decisions
made.
3.02 PROGRESS MEETINGS
A. Schedule and administer meetings throughout progress of the Work at maximum monthly
intervals.
B. Attendance Required: Job superintendent, major Subcontractors and suppliers, Owner,
Architect, as appropriate to agenda topics for each meeting.
01 3000-2 ADMINISTRATIVE REQUIREMENTS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
RM ARCHITECTURE
MARCH, 2014
C. Agenda:
1.
1.
Review minutes of previous meetings.
2.
Review of Work progress.
3.
Field observations, problems, and decisions.
4.
Identification of problems that impede, or will impede, planned progress.
5.
Review of submittals schedule and status of submittals.
6.
Maintenance of progress schedule.
7.
Corrective measures to regain projected schedules.
8.
Planned progress during succeeding work period.
9.
Maintenance of quality and work.standards.
10.
Effect of proposed changes on progress schedule and coordination.
11.
Other business relating to Work.
D. Record minutes and distribute copies within two days after meeting to participants, with
two copies to Architect, Owner, participants, and those affected by decisions made.
3.03 SUBMITTALS FOR REVIEW
A. When the following are specified in individual sections, submit them for review:
1. Product data.
2. Shop drawings.
3. Samples for selection.
4. Samples for verification.
B. Submit to Architect for review for the limited purpose of checking for conformance with
information given and the design concept expressed in the contract documents.
C. Samples will be reviewed only for aesthetic, color, or finish selection.
D. After review, provide copies and distribute in accordance with SUBMITTAL
PROCEDURES article below and for record documents purposes described in Section
01 7800 -CLOSEOUT SUBMITTALS.
3.04 SUBMITTALS FOR INFORMATION
A. When the following are specified in individual sections, submit them for information:
1.
Design data.
2.
Certificates.
3.
Test reports.
4.
Inspection reports.
5.
Manufacturers instructions.
6.
Manufacturer's field reports.
7.
Other types indicated.
B. Submit for Architect's knowledge as contract administrator or for Owner. No action will
be taken.
ADMINISTRATIVE REQUIREMENTS 013000-3
RM ARCHITECTURE
MARCH, 2014
3.05 SUBMITTALS FOR PROJECT CLOSEOUT
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
A. When the following are specified in individual sections, submit them at project closeout:
1. Project record documents.
2. Operation and maintenance data.
3. Warranties.
4. Bonds.
5. Other types as indicated.
B. Submit for Owner's benefit during and after project completion.
3.06 NUMBER OF COPIES FOR SUBMITTAL
A. Documents for Review:
1. Small Size Sheets, Not Larger Than 8-112 x 11 inches (215 x 280 mm): Submit
the number of copies that Contractor requires, plus two copies that will be
retained by Architect.
B. Documents for Information: Submit two copies.
C. Documents for Project Closeout: Make one reproduction of submittal originally reviewed.
Submit one extra of submittals for information.
D. Samples: Submit the number specified in individual specification sections; one of which
will be retained by Architect.
1. After review, produce duplicates.
2. Retained samples will not be returned to Contractor unless specifically so stated.
3.07 SUBMITTAL PROCEDURES
A. Transmit each submittal with approved form.
B. Sequentially number the transmittal form. Revise submittals with original number and a
sequential alphabetic suffix.
C. Identify Project, Contractor, Subcontractor or supplier; pertinent drawing and detail
number, and specification section number, as appropriate on each copy.
D. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification
of Products required, field dimensions, adjacent construction Work, and coordination of
information is in accordance with the requirements of the Work and Contract Documents.
E. Schedule submittals to expedite the Project, and coordinate submission of related items.
F. For each submittal for review, allow 15 days excluding delivery time to and from the
Contractor.
G. Identify variations from Contract Documents and Product or system limitations that may
be detrimental to successful performance of the completed Work.
H. Provide space for Contractor and Architect review stamps.
END OF SECTION
01 3000-4 ADMINISTRATIVE REQUIREMENTS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 01 3216
CONSTRUCTION PROGRESS SCHEDULE
PART 1GENERAL
1.01 SECTION INCLUDES
A. Construction progress schedule, bar chart type.
1.02 SUBMITTALS
RM ARCHITECTURE
MARCH, 2014
A. Within 10 days after date of Agreement, submit preliminary schedule defining planned
operations for the first 60 days of Work, with a general outline for remainder of Work.
B. If preliminary schedule requires revision after review, submit revised schedule within 10
days.
C. Within 20 days after review of preliminary schedule, submit draft of proposed complete
schedule for review.
1. Include written certification that major contractors have reviewed and accepted
proposed schedule.
D. Within 10 days after joint review, submit complete schedule.
E. Submit updated schedule with each Application for Payment.
Submit the number of opaque reproductions that Contractor requires, plus two copies
that will be retained by Architect.
1.03 SCHEDULE FORMAT
A. Listings: In chronological order according to the start date for each activity. Identify each
activity with the applicable specification section number.
B. Scale and Spacing: To allow for notations and revisions.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 CONTENT
A. Show complete sequence of construction by activity, with dates for beginning and
completion of each element of construction.
B. Identify each item by specification section number.
C. Show accumulated percentage of completion of each item, and total percentage of Work
completed, as of the first day of each month.
D. Provide legend for symbols and abbreviations used.
CONSTRUCTION PROGRESS SCHEDULE 013216-1
RM ARCHITECTURE CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
3.02 BAR CHARTS
A. Include a separate bar for each major portion of Work or operation
B. Identify the first work day of each week.
3.03 UPDATING SCHEDULE
A. Maintain schedules to record actual start and finish dates of completed activities.
B. Indicate progress of each activity to date of revision, with projected completion date of
each activity.
C. Annotate diagrams to graphically depict current status of Work.
D. Identify activities modified since previous submittal, major changes in Work, and other
identifiable changes.
E. Indicate changes required to maintain Date of Substantial Completion.
F. Submit reports required to support recommended changes.
3.04 DISTRIBUTION OF SCHEDULE
A. Distribute copies of updated schedules to Contractor's project site file, to Subcontractors,
suppliers, Architect, Owner, and other concerned parties.
B. Instruct recipients to promptly report, in writing, problems anticipated by projections
shown in schedules.
END OF SECTION
013216-2 CONSTRUCTION PROGRESS SCHEDULE
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 01 4000
QUALITY REQUIREMENTS
PART 1GENERAL
1.01 SECTION INCLUDES
A. References and standards.
B. Mock-ups.
C. Control of installation.
D. Testing and inspection services.
E. Manufacturers' field services.
RM ARCHITECTURE
MARCH, 2014
1.02 RELATED REQUIREMENTS
A. Section 01 3000 - Administrative Requirements: Submittal procedures.
B. Section 01 6000 - Product Requirements: Requirements for material and product quality.
1.03 REFERENCES AND STANDARDS
A. For products and workmanship specified by reference to a document or documents not
included in the Project Manual, also referred to as reference standards, comply with
requirements of the standard, except when more rigid requirements are specified or are
required by applicable codes.
B. Conform to reference standard of date of issue current on date of Contract Documents,
except where a specific date is established by applicable code.
C. Obtain copies of standards where required by product specification sections.
D. Maintain copy at project site during submittals, planning, and progress of the specific
work, until Substantial Completion.
E. Should specified reference standards conflict with Contract Documents, request
clarification from Architect before proceeding.
Neither the contractual relationships, duties, or responsibilities of the parties in Contract
nor those of Architect shall be altered from the Contract Documents by mention or
inference otherwise in any reference document.
1.04 TESTING AND INSPECTION AGENCIES
A. Owner will employ and pay for services of an independent testing agency to perform
specified testing and inspection.
B. Employment of agency in no way relieves Contractor of obligation to perform Work in
accordance with requirements of Contract Documents.
QUALITY REQUIREMENTS 014000-1
RM ARCHITECTURE
MARCH, 2014
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 CONTROL OF INSTALLATION
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
A. Monitor quality control over suppliers, manufacturers, products, services, site conditions,
and workmanship, to produce Work of specified quality.
B. Comply with manufacturers' instructions, including each step in sequence.
C. Should manufacturers' instructions conflict with Contract Documents, request
clarification from Architect before proceeding.
D. Comply with specified standards as minimum quality for the Work except where more
stringent tolerances, codes, or specified requirements indicate higher standards or more
precise workmanship.
E. Have Work performed by persons qualified to produce required and specified quality.
F. Verify that field measurements are as indicated on shop drawings or as instructed by the
manufacturer.
G. Secure products in place with positive anchorage devices designed and sized to
withstand stresses, vibration, physical distortion, and disfigurement.
A. Tests will be performed under provisions identified in this section and identified in the
respective product specification sections.
B. Assemble and erect specified items with specified attachment and anchorage devices,
flashings, seals, and finishes.
C. Accepted mock-ups shall be a comparison standard for the remaining Work.
D. Where mock-up has been accepted by Architect and is specified in product specification
sections to be removed, remove mock-up and clear area when directed to do so.
3.03 TESTING AND INSPECTION
A. See individual specification sections for testing required.
B. Testing Agency Duties:
1. Test samples of mixes submitted by Contractor.
2. Provide qualified personnel at site. Cooperate with Architect and Contractor in
performance of services.
3. Perform specified sampling and testing of products in accordance with specified
standards.
4. Ascertain compliance of materials and mixes with requirements of Contract
Documents.
5. Promptly notify Architect and Contractor of observed irregularities or non -
014000 -2 QUALITY REQUIREMENTS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
RM ARCHITECTURE
MARCH, 2014
conformance of Work or products.
6. Perform additional tests and inspections required by Architect.
7. Submit reports of all tests/inspections specified.
C. Limits on Testing/Inspection Agency Authority:
1. Agency may not release, revoke, alter, or enlarge on requirements of Contract
Documents.
2. Agency may not approve or accept any portion of the Work.
3. Agency may not assume any duties of Contractor.
4. Agency has no authority to stop the Work.
D. Contractor Responsibilities:
1. Deliver to agency at designated location, adequate samples of materials
proposed to be used that require testing, along with proposed mix designs.
2. Cooperate with laboratory personnel, and provide access to the Work and to
manufacturers' facilities.
3. Provide incidental labor and facilities:
a. To provide access to Work to be tested/inspected.
b. To obtain and handle samples at the site or at source of Products to be
tested/inspected.
C. To facilitate tests/inspections.
d. To provide storage and curing of test samples.
4. Notify Architect and laboratory 24 hours prior to expected time for operations
requiring testinglinspection services.
5. Employ services of an independent qualified testing laboratory and pay for
additional samples, tests, and inspections required by Contractor beyond
specified requirements.
6. Arrange with Owner's agency and pay for additional samples, tests, and
inspections required by Contractor beyond specified requirements.
E. Re -testing required because of non-conformance to specified requirements shall be
performed by the same agency on instructions by Architect.
F. Re -testing required because of non-conformance to specified requirements shall be paid
for by Contractor.
3.04 MANUFACTURERS' FIELD SERVICES
A. When specified in individual specification sections, require material or product suppliers
or manufacturers to provide qualified staff personnel to observe site conditions,
conditions of surfaces and installation, quality of workmanship, start-up of equipment,
test, adjust and balance of equipment as applicable, and to initiate instructions when
necessary.
B. Report observations and site decisions or instructions given to applicators or installers
that are supplemental or contrary to manufacturers' written instructions.
QUALITY REQUIREMENTS 014000-3
RM ARCHITECTURE CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
3.05 DEFECT ASSESSMENT
A. Replace Work or portions of the Work not conforming to specified requirements
B. If, in the opinion of Architect, it is not practical to remove and replace the Work, Architect
will direct an appropriate remedy or adjust payment.
END OF SECTION
014000-4 QUALITY REQUIREMENTS
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
SECTION 01 5000
TEMPORARY FACILITIES AND CONTROLS
PART 1GENERAL
1.01 SECTION INCLUDES
A. Temporary utilities.
B. Temporary telecommunications services.
C. Temporary sanitary facilities.
D. Temporary Controls: Barriers, enclosures, and fencing.
E. Security requirements.
F. Vehicular access and parking.
G. Waste removal facilities and services.
H. Project identification sign.
1. Field offices.
1.02 TEMPORARY UTILITIES - See Section 01 5100
A. Provide and pay for all electrical power, lighting, water, heating and cooling, and
ventilation required for construction purposes.
B. Use trigger -operated nozzles for water hoses, to avoid waste of water.
1.03 TELECOMMUNICATIONS SERVICES
A. Provide, maintain, and pay for telecommunications services to field office at time of
project mobilization.
B. Telecommunications services shall include:
1. Telephone Land Lines: One line, minimum; one handset per line.
2. Internet Connections: Minimum of one; DSL modem or faster.
3. Email: Accountladdress reserved for project use.
4. Facsimile Service: Minimum of one dedicated fax machine/printer, with
dedicated phone line.
1.04 TEMPORARY SANITARY FACILITIES
A. Provide and maintain required facilities and enclosures. Provide at time of project
mobilization.
B. Maintain daily in clean and sanitary condition.
TEMPORARY FACILITIES AND CONTROLS 01 5000-1
RM ARCHITECTURE
MARCH, 2014
1.05 BARRIERS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
A. Provide barriers to prevent unauthorized entry to construction areas, to prevent access to
areas that could be hazardous to workers or the public, to allow for owner's use of site
and to protect existing facilities and adjacent properties from damage from construction
operations and demolition.
B. Provide barricades and covered walkways required by governing authorities for public
rights-of-way and for public access to existing building.
C. Protect non -owned vehicular traffic, stored materials, site, and structures from damage.
1.06 FENCING
A. Provide 6 foot (1.8 m) high fence around construction site; equip with vehicular and
pedestrian gates with locks.
1. Coordinate access requirements with Owner
1.07 SECURITY - See Section 01 3553
A. Provide security and facilities to protect Work, and Owner's operations from unauthorized
entry, vandalism, or theft.
1.08 VEHICULAR ACCESS AND PARKING
A. Coordinate access and haul routes with governing authorities and Owner.
B. Provide and maintain access to fire hydrants, free of obstructions.
C. Provide means of removing mud from vehicle wheels before entering streets.
D. Provide temporary parking areas to accommodate construction personnel. When site
space is not adequate, provide additional off-site parking.
1.09 WASTE REMOVAL
A. Provide waste removal facilities and services as required to maintain the site in clean and
orderly condition.
B. Provide containers with lids. Remove trash from site periodically.
C. If materials to be recycled or re -used on the project must be stored on-site, provide
suitable non-combustible containers; locate containers holding flammable material
outside the structure unless otherwise approved by the authorities having jurisdiction.
D. Open free -fall chutes are not permitted. Terminate closed chutes into appropriate
containers with lids.
1.10 PROJECT IDENTIFICATION
A. Provide project identification sign of design and construction indicated on Drawings.
B. Erect on site at location indicated.
015000-2 TEMPORARY FACILITIES AND CONTROLS
CITY OF NEWPORT BEACH - RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
C. No other signs are allowed without Owner permission except those required by law.
1.11 REMOVAL OF UTILITIES, FACILITIES, AND CONTROLS
A. Remove temporary utilities, equipment, facilities, materials, prior to Substantial
Completion inspection.
B. Remove underground installations to a minimum depth of 2 feet (600 mm). Grade site as
indicated.
C. Clean and repair damage caused by installation or use of temporary work.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
TEMPORARY FACILITIES AND CONTROLS 01 5000-3
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 01 5713
TEMPORARY EROSION AND SEDIMENT CONTROL
PART 1GENERAL
1.01 SECTION INCLUDES
A. Prevention of erosion due to construction activities.
RM ARCHITECTURE
MARCH, 2014
B. Prevention of sedimentation of waterways, open drainage ways, and storm and sanitary
sewers due to construction activities.
C. Restoration of areas eroded due to insufficient preventive measures.
D. Performance bond.
E. Compensation of Owner for fines levied by authorities having jurisdiction due to non-
compliance by Contractor.
1.02 REFERENCE STANDARDS
A. EPA (NPDES) - National Pollutant Discharge Elimination System (NPDES), Construction
General Permit; current edition.
B. USDA TR -55 - Urban Hydrology for Small Watersheds; USDA Natural Resources
Conservation Service; 1986.
1.03 PERFORMANCE REQUIREMENTS
A. Comply with all requirements of U.S. Environmental Protection Agency for erosion and
sedimentation control, as specified for the National Pollutant Discharge Elimination
System (NPDES), Phases i and II, under requirements for the 2003 Construction General
Permit (CGP), whether the project is required by law to comply or not.
B. Runoff Calculation Standard for Urban Areas: USDA NRCS TR -55, Urban Hydrology for
Small Watersheds.
C. Develop and follow an Erosion and Sedimentation Prevention Plan and submit periodic
inspection reports.
D. Do not begin clearing, grading, or other work involving disturbance of ground surface
cover until applicable permits have been obtained; furnish all documentation required to
obtain applicable permits. 1. Obtain and pay for permits and provide security required by
authority having jurisdiction.
Provide to Owner a Performance Bond covering erosion and sedimentation preventive
measures only, in an amount equal to 100 percent of the cost of erosion and
sedimentation control work.
Timing: Put preventive measures in place as soon as possible after disturbance of
surface cover and before precipitation occurs.
TEMPORARY EROSION AND SEDIMENT CONTROL 015713-1
RM ARCHITECTURE
MARCH, 2014
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
G. Storm Water Runoff: Control increased storm water runoff due to disturbance of surface
cover due to construction activities for this project.
1. Prevent runoff into storm and sanitary sewer systems, including open drainage
channels, in excess of actual capacity or amount allowed by authorities having
jurisdiction, whichever is less.
2. Anticipate runoff volume due to the most extreme short term and 24-hour rainfall
events that might occur in 25 years.
H. Erosion On Site: Minimize wind, water, and vehicular erosion of soil on project site due
to construction activities for this project.
1. Control movement of sediment and soil from temporary stockpiles of soil.
2. Prevent development of ruts due to equipment and vehicular traffic.
3. If erosion occurs due to non-compliance with these requirements, restore eroded
areas at no cost to Owner.
Erosion Off Site: Prevent erosion of soil and deposition of sediment on other properties
caused by water leaving the project site due to construction activities for this project.
1. Prevent windblown soil from leaving the project site.
2. Prevent tracking of mud onto public roads outside site.
3. Prevent mud and sediment from flowing onto sidewalks and pavements.
4. If erosion occurs due to non-compliance with these requirements, restore eroded
areas at no cost to Owner.
J. Sedimentation of Waterways On Site: Prevent sedimentation of waterways on the
project site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers,
and sanitary sewers.
1. If sedimentation occurs, install or correct preventive measures immediately at no
cost to Owner; remove deposited sediments; comply with requirements of
authorities having jurisdiction.
2. If sediment basins are used as temporary preventive measures, pump dry and
remove deposited sediment after each storm.
K. Sedimentation of Waterways Off Site: Prevent sedimentation of waterways off the
project site, including rivers, streams, lakes, ponds, open drainage ways, storm sewers,
and sanitary sewers.1.If sedimentation occurs, install or correct preventive measures
immediately at no cost to Owner; remove deposited sediments; comply with requirements
of authorities having jurisdiction.
L. Open Water: Prevent standing water that could become stagnant.
M. Maintenance: Maintain temporary preventive measures until permanent measures have
been established.
1.04 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
015713-2 TEMPORARY EROSION AND SEDIMENT CONTROL
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
RM ARCHITECTURE
MARCH, 2014
B. Erosion and Sedimentation Control Plan:
1. Submit not less than 30 days prior to anticipated start of clearing, grading, or
other work involving disturbance of ground surface cover.
2. Include:
a. Site plan identifying soils and vegetation, existing erosion problems, and
areas vulnerable to erosion due to topography, soils, vegetation, or
drainage.
b. Site plan showing grading; new improvements; temporary roads, traffic
accesses, and other temporary construction; and proposed preventive
measures.
C. Where extensive areas of soil will be disturbed, include storm water flow
and volume calculations, soil loss predictions, and proposed preventive
measures.
d. Schedule of temporary preventive measures, in relation to ground
disturbing activities.
e. Other information required by law.
f. Format required by law is acceptable, provided any additional
information specified is also included.
3. Obtain the approval of the Plan by authorities having jurisdiction.
4. Obtain the approval of the Plan by Owner.
C. Inspection Reports: Submit report of each inspection; identify each preventive measure,
indicate condition, and specify maintenance or repair required and accomplished.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION
3.01 EXAMINATION
A. Examine site and identify existing features that contribute to erosion resistance; maintain
such existing features to greatest extent possible.
3.02 PREPARATION
A. Schedule work so that soil surfaces are left exposed for the minimum amount of time.
3.03 MAINTENANCE
A. Inspect preventive measures weekly, within 24 hours after the end of any storm that
produces 0.5 inches (13 mm) or more rainfall at the project site, and daily during
prolonged rainfall.
B. Repair deficiencies immediately.
C. Clean out temporary sediment control structures weekly and relocate soil on site.
D. Place sediment in appropriate locations on site; do not remove from site.
3.05 CLEAN UP
A. Remove temporary measures after permanent measures have been installed, unless
permitted to remain by Architect.
TEMPORARY EROSION AND SEDIMENT CONTROL 015713-3
RM ARCHITECTURE CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
B. Clean out temporary sediment control structures that are to remain as permanent
measures.
C. Where removal of temporary measures would leave exposed soil, shape surface to an
acceptable grade and finish to match adjacent ground surfaces.
END OF SECTION
01 5713-4 TEMPORARY EROSION AND SEDIMENT CONTROL
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 01 6000
PRODUCT REQUIREMENTS
PART 1GENERAL
1.01 SECTION INCLUDES
A. General product requirements.
B. Re -use of existing products.
C. Transportation, handling, storage and protection.
D. Product option requirements.
RM ARCHITECTURE
MARCH, 2014
E. Substitution limitations and procedures.
F. Procedures for Owner -supplied products.
G. Maintenance materials, including extra materials, spare parts, tools, and software.
1.02 RELATED REQUIREMENTS
A. Section 014000 - Quality Requirements: Product quality monitoring.
1.03 SUBMITTALS
A. Product Data Submittals: Submit manufacturer's standard published data. Mark each
copy to identify applicable products, models, options, and other data. Supplement
manufacturers' standard data to provide information specific to this Project.
B. Shop Drawing Submittals: Prepared specifically for this Project; indicate utility and
electrical characteristics, utility connection requirements, and location of utility outlets for
service for functional equipment and appliances.
C. Sample Submittals: Illustrate functional and aesthetic characteristics of the product, with
integral parts and attachment devices. Coordinate sample submittals for interfacing work.
1. For selection from standard finishes, submit samples of the full range of the
manufacturer's standard colors, textures, and patterns.
PART 2 PRODUCTS
2.01 EXISTING PRODUCTS
A. Do not use materials and equipment removed from existing premises unless specifically
required or permitted by the Contract Documents.
B. Unforeseen historic items encountered remain the property of the Owner; notify Owner
promptly upon discovery; protect, remove, handle, and store as directed by Owner.
PRODUCT REQUIREMENTS 01 6000-1
RM ARCHITECTURE CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
C. Existing materials and equipment indicated to be removed, but not to be re -used,
relocated, reinstalled, delivered to the Owner, or otherwise indicated as to remain the
property of the Owner, become the property of the Contractor; remove from site.
2.02 NEW PRODUCTS
A. Provide new products unless specifically required or permitted by the Contract
Documents.
B. Do not use products having any of the following characteristics:
1. Made using or containing CFC's or HCFC's.
2.03 PRODUCT OPTIONS
A. Products Specified by Reference Standards or by Description Only: Use any product
meeting those standards or description.
B. Products Specified by Naming One or More Manufacturers: Use a product of one of the
manufacturers named and meeting specifications, no options or substitutions allowed.
C. Products Specified by Naming One or More Manufacturers with a Provision for
Substitutions: Submit a request for substitution for any manufacturer not named.
2.04 MAINTENANCE MATERIALS
A. Furnish extra materials, spare parts, tools, and software of types and in quantities
specified in individual specification sections.
B. Deliver to Project site; obtain receipt prior to final payment.
PART 3 EXECUTION
3.01 SUBSTITUTION PROCEDURES
A. Instructions to Bidders specify time restrictions for submitting requests for substitutions
during the bidding period. Comply with requirements specified in this section.
1. The burden of proof as to the equality of any material, process or article shall rest
with the Contractor, and the Contractor shall submit all data substantiating a
request for an 'or equal' substitution item as provided in Section 3400 of the
Public Contract Code.
B. Substitutions will not be considered when a product becomes unavailable through no
fault of the Contractor.
C. Document each request with complete data substantiating compliance of proposed
substitution with Contract Documents.
016000-2 PRODUCT REQUIREMENTS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
RM ARCHITECTURE
MARCH, 2014
D. A request for substitution constitutes a representation that the submitter:
1. Has investigated proposed product and determined that it meets or exceeds the
quality level of the specified product.
2. Will provide the same warranty for the substitution as for the specified product.
3. Will coordinate installation and make changes to other Work that may be
required for the Work to be complete with no additional cost to Owner.
4. Waives claims for additional costs or time extension that may subsequently
become apparent.
5. Will reimburse Owner and Architect for review or redesign services associated
with re -approval by authorities.
E. Substitution Submittal Procedure:
1. Submit three copies of request for substitution for consideration. Limit each
request to one proposed substitution.
2. Submit shop drawings, product data, and certified test results attesting to the
proposed product equivalence. Burden of proof is on proposer.
3. The Architect will notify Contractor in writing of decision to accept or reject
request.
3.02 OWNER -SUPPLIED PRODUCTS
A. Owner's Responsibilities:
1. Arrange for and deliver Owner reviewed shop drawings, product data, and
samples, to Contractor.
2. Arrange and pay for product delivery to site.
3. On delivery, inspect products jointly with Contractor.
4. Submit claims for transportation damage and replace damaged, defective, or
deficient items.
5. Arrange for manufacturers' warranties, inspections, and service.
B. Contractor's Responsibilities:
1. Review Owner reviewed shop drawings, product data, and samples.
2. Receive and unload products at site; inspect for completeness or damage jointly
with Owner.
3. Handle, store, install and finish products.
4. Repair or replace items damaged after receipt.
3.03 TRANSPORTATION AND HANDLING
A. Coordinate schedule of product delivery to designated prepared areas in order to
minimize site storage time and potential damage to stored materials.
B. Transport and handle products in accordance with manufacturer's instructions.
C. Transport materials in covered trucks to prevent contamination of product and littering of
surrounding areas.
D. Promptly inspect shipments to ensure that products comply with requirements, quantities
are correct, and products are undamaged.
Provide equipment and personnel to handle products by methods to prevent soiling,
disfigurement, or damage.
PRODUCT REQUIREMENTS 01 6000-3
RM ARCHITECTURE CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
F. Arrange for the return of packing materials, such as wood pallets, where economically
feasible.
3.04 STORAGE AND PROTECTION
A. Designate receiving/storage areas for incoming products so that they are delivered
according to installation schedule and placed convenient to work area in order to
minimize waste due to excessive materials handling and misapplication.
B. Store and protect products in accordance with manufacturers' instructions.
C. Store with seals and labels intact and legible.
D. Store sensitive products in weather tight, climate controlled, enclosures in an
environment favorable to product.
E. For exterior storage of fabricated products, place on sloped supports above ground.
F. Cover products subject to deterioration with impervious sheet covering. Provide
ventilation to prevent condensation and degradation of products.
G. Prevent contact with material that may cause corrosion, discoloration, or staining.
H. Provide equipment and personnel to store products by methods to prevent soiling,
disfigurement, or damage.
Arrange storage of products to permit access for inspection. Periodically inspect to verify
products are undamaged and are maintained in acceptable condition.
END OF SECTION
01 6000-4 PRODUCT REQUIREMENTS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 01 7000
EXECUTION AND CLOSEOUT REQUIREMENTS
PART 1GENERAL
1.01 SECTION INCLUDES
A. Examination, preparation, and general installation procedures.
B. Pre -installation meetings.
C. Cutting and patching.
D. Surveying for laying out the work.
E. Cleaning and protection.
F. Starting of systems and equipment.
G. Demonstration and instruction of Owner personnel.
H. Closeout procedures, except payment procedures.
I. General requirements for maintenance service.
1.02 RELATED REQUIREMENTS
RM ARCHITECTURE
MARCH, 2014
A. Section 01 3000 - Administrative Requirements: Submittals procedures.
B. Section 01 4000 - Quality Requirements: Testing and inspection procedures.
C. Section 01 5100 - Temporary Utilities: Temporary heating, cooling, and ventilating
facilities.
D. Section 01 5713 -Temporary Erosion and Sedimentation Control: Additional erosion and
sedimentation control requirements.
E. Section 01 7800 - Closeout Submittals: Project record documents, operation and
maintenance data, warranties and bonds.
1.03 SUBMITTAL REQUIREMENTS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
B. Survey work: Submit name, address, and telephone number of Surveyor before starting
survey work.
1. On request, submit documentation verifying accuracy of survey work.
2. Submit a copy of site drawing signed by the Land Surveyor, that the elevations
and locations of the work are in conformance with Contract Documents.
3. Submit surveys and survey logs for the project record.
EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000-1
RM ARCHITECTURE
MARCH, 2014
-CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
C. Cutting and Patching: Submit written request in advance of cutting or alteration that
affects:
1. Structural integrity of any element of Project.
2. Integrity of weather exposed or moisture resistant element.
3. Efficiency, maintenance, or safety of any operational element.
4. Visual qualities of sight exposed elements.
5. Work of Owner or separate Contractor.
D. Project Record Documents: Accurately record actual locations of capped and active
utilities.
1.04 QUALIFICATIONS
A. For survey work, employ a land surveyor registered in the State in which the Project is
located and acceptable to Architect. Submit evidence of Surveyor's Errors and
Omissions insurance coverage in the form of an Insurance Certificate.
B. For field engineering, employ a professional engineer of the discipline required for
specific service on Project, licensed in the State in which the Project is located.
1.05 PROJECT CONDITIONS
A. Use of explosives is not permitted.
B. Grade site to drain. Maintain excavations free of water. Provide, operate, and maintain
pumping equipment.
C. Protect site from puddling or running water. Provide water barriers as required to protect
site from soil erosion.
D. Ventilate enclosed areas to assist cure of materials, to dissipate humidity, and to prevent
accumulation of dust, fumes, vapors, or gases.
E. Dust Control: Execute work by methods to minimize raising dust from construction
operations. Provide positive means to prevent air -borne dust from dispersing into
atmosphere and over adjacent property.
Erosion and Sediment Control: Plan and execute work by methods to control surface
drainage from cuts and fills, from borrow and waste disposal areas. Prevent erosion and
sedimentation.
G. Pest and Rodent Control: Provide methods, means, and facilities to prevent pests and
insects from damaging the work.
H. Rodent Control: Provide methods, means, and facilities to prevent rodents from
accessing or invading premises.
1. Pollution Control: Provide methods, means, and facilities to prevent contamination of
soil, water, and atmosphere from discharge of noxious, toxic substances, and pollutants
produced by construction operations. Comply with federal, state, and local regulations.
01 7000-2 EXECUTION AND CLOSEOUT REQUIREMENTS
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
1.06 COORDINATION
A. See Section 01 1000 for occupancy -related requirements.
B. Coordinate scheduling, submittals, and work of the various sections of the Project
Manual to ensure efficient and orderly sequence of installation of interdependent
construction elements, with provisions for accommodating items installed later.
C. Notify affected utility companies and comply with their requirements.
D. Verify that utility requirements and characteristics of new operating equipment are
compatible with building utilities. Coordinate work of various sections having
interdependent responsibilities for installing, connecting to, and placing in service, such
equipment.
E. Coordinate space requirements, supports, and installation of mechanical and electrical
work that are indicated diagrammatically on Drawings. Follow routing shown for pipes,
ducts, and conduit, as closely as practicable; place runs parallel with lines of building.
Utilize spaces efficiently to maximize accessibility for other installations, for maintenance,
and for repairs.
F. In finished areas except as otherwise indicated, conceal pipes, ducts, and wiring within
the construction. Coordinate locations of fixtures and outlets with finish elements.
G. Coordinate completion and clean-up of work of separate sections.
H. After Owner occupancy of premises, coordinate access to site for correction of defective
work and work not in accordance with Contract Documents, to minimize disruption of
Owner's activities.
PART 2 PRODUCTS
2.01 PATCHING MATERIALS
A. New Materials: As specified in product sections; match existing products and work for
patching and extending work.
B. Type and Quality of Existing Products: Determine by inspecting and testing products
where necessary, referring to existing work as a standard.
C. Product Substitution: For any proposed change in materials, submit request for
substitution described in Section 016000.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that existing site conditions and substrate surfaces are acceptable for subsequent
work. Start of work means acceptance of existing conditions.
B. Verify that existing substrate is capable of structural support or attachment of new work
being applied or attached.
EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000-3
RM ARCHITECTURE CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
C. Examine and verify specific conditions described in individual specification sections.
D. Take Feld measurements before confirming product orders or beginning fabrication, to
minimize waste due to over -ordering or misfabrication.
E. Verify that utility services are available, of the correct characteristics, and in the correct
locations.
F. Prior to Cutting: Examine existing conditions prior to commencing work, including
elements subject to damage or movement during cutting and patching. After uncovering
existing work, assess conditions affecting performance of work. Beginning of cutting or
patching means acceptance of existing conditions. .
3.02 PREPARATION
A. Clean substrate surfaces prior to applying next material or substance.
B. Seal cracks or openings of substrate prior to applying next material or substance.
C. Apply manufacturer required or recommended substrate primer, sealer, or conditioner
prior to applying any new material or substance in contact or bond.
3.03 PREINSTALLATION MEETINGS
A. When required in individual specification sections, convene a preinstallation meeting at
the site prior to commencing work of the section.
B. Require attendance of parties directly affecting, or affected by, work of the specific
section.
C. Notify Architect four days in advance of meeting date.
D. Prepare agenda and preside at meeting:
1. Review conditions of examination, preparation and installation procedures.
2. Review coordination with related work.
E. Record minutes and distribute copies within two days after meeting to participants, with
two copies to Architect, Owner, participants, and those affected by decisions made.
3.04 LAYING OUT THE WORK
A. Verify locations of survey control points prior to starting work.
B. Promptly notify Architect of any discrepancies discovered.
C. Protect survey control points prior to starting site work; preserve permanent reference
points during construction.
D. Promptly report to Architect the loss or destruction of any reference point or relocation
required because of changes in grades or other reasons.
E. Replace dislocated survey control points based on original survey control. Make no
01 7000-4 EXECUTION AND CLOSEOUT REQUIREMENTS
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
changes without prior written notice to Architect.
F. Utilize recognized engineering survey practices.
G. Establish elevations, lines and levels. Locate and lay out by instrumentation and similar
appropriate means:
1. Site improvements including pavements; stakes for grading, fill and topsoil
placement; utility locations, slopes, and invert elevations.
2. Grid or axis for structures.
3. Building foundation, column locations, and ground floor elevations, and.
Periodically verify layouts by same means.
Maintain a complete and accurate log of control and survey work as it progresses.
3.05 GENERAL INSTALLATION REQUIREMENTS
A. Install products as specified in individual sections, in accordance with manufacturer's
instructions and recommendations, and so as to avoid waste due to necessity for
replacement.
B. Make vertical elements plumb and horizontal elements level, unless otherwise indicated.
C. Install equipment and fittings plumb and level, neatly aligned with adjacent vertical and
horizontal lines, unless otherwise indicated.
D. Make consistent texture on surfaces, with seamless transitions, unless otherwise
indicated.
E. Make neat transitions between different surfaces, maintaining texture and appearance.
3.06 CUTTING AND PATCHING
A. Whenever possible, execute the work by methods that avoid cutting or patching.
B. Perform whatever cutting and patching is necessary to:
1. Complete the work.
2. Fit products together to integrate with other work.
3. Provide openings for penetration of mechanical, electrical, and other services.
4. Match work that has been cut to adjacent work.
5. Repair areas adjacent to cuts to required condition.
6. Repair new work damaged by subsequent work.
7. Remove samples of installed work for testing when requested.
8. Remove and replace defective and non -conforming work.
C. Execute work by methods that avoid damage to other work and that will provide
appropriate surfaces to receive patching and finishing. In existing work, minimize
damage and restore to original condition.
D. Employ original installer to perform cutting for weather exposed and moisture resistant
elements, and sight exposed surfaces.
EXECUTION AND CLOSEOUT REQUIREMENTS 01 7000-5
RM ARCHITECTURE CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
E. Cut rigid materials using masonry saw or core drill. Pneumatic tools not allowed without
prior approval.
Restore work with new products in accordance with requirements of Contract
Documents.
G. Fit work air tight to pipes, sleeves, ducts, conduit, and other penetrations through
surfaces.
H. At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal
voids with fire rated material in accordance with Section 07 8400, to full thickness of the
penetrated element.
Patching:
1. Finish patched surfaces to match finish that existed prior to patching. On
continuous surfaces, refinish to nearest intersection or natural break. For an
assembly, refinish entire unit.
2. Match color, texture, and appearance.
3. Repair patched surfaces that are damaged, lifted, discolored, or showing other
imperfections due to patching work. If defects are due to condition of substrate,
repair substrate prior to repairing finish.
3.07 PROGRESS CLEANING
A. Maintain areas free of waste materials, debris, and rubbish. Maintain site in a clean and
orderly condition.
B. Remove debris and rubbish from pipe chases, plenums, attics, crawl spaces, and other
closed or remote spaces, prior to enclosing the space.
C. Broom and vacuum clean interior areas prior to start of surface finishing, and continue
cleaning to eliminate dust.
D. Collect and remove waste materials, debris, and trash/rubbish from site periodically and
dispose off-site; do not burn or bury.
3.08 PROTECTION OF INSTALLED WORK
A. Protect installed work from damage by construction operations.
B. Provide special protection where specified in individual specification sections.
C. Provide temporary and removable protection for installed products. Control activity in
immediate work area to prevent damage.
D. Provide protective coverings at walls, projections, jambs, sills, and soffits of openings.
E. Protect finished floors, stairs, and other surfaces from traffic, dirt, wear, damage, or
movement of heavy objects, by protecting with durable sheet materials.
Prohibit traffic or storage upon waterproofed or roofed surfaces. If traffic or activity is
necessary, obtain recommendations for protection from waterproofing or roofing material
manufacturer.
01 7000-6 EXECUTION AND CLOSEOUT REQUIREMENTS
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
G. Remove protective coverings when no longer needed; reuse or recycle plastic coverings
if possible.
3.09 SYSTEM STARTUP
A. Coordinate schedule for start-up of various equipment and systems.
B. Verify that each piece of equipment or system has been checked for proper lubrication,
drive rotation, belt tension, control sequence, and for conditions that may cause damage.
C. Verify tests, meter readings, and specified electrical characteristics agree with those
required by the equipment or system manufacturer.
D. Verify that wiring and support components for equipment are complete and tested.
E. Execute start-up under supervision of applicable Contractor personnel and
manufacturer's representative in accordance with manufacturers' instructions.
F. Submit a written report that equipment or system has been properly installed and is
functioning correctly.
3.10 DEMONSTRATION AND INSTRUCTION
A. See Section 01 7900 - Demonstration and Training.
3.11 ADJUSTING
A. Adjust operating products and equipment to ensure smooth and unhindered operation.
3.12 FINAL CLEANING
A. Execute final cleaning prior to Substantial Completion.
B. Use cleaning materials that are nonhazardous.
C. Clean interior and exterior glass, surfaces exposed to view; remove temporary labels,
stains and foreign substances, polish transparent and glossy surfaces,
D. Clean equipment and fixtures to a sanitary condition with cleaning materials appropriate
to the surface and material being cleaned.
E. Clean filters of operating equipment.
Clean debris from roofs, gutters, downspouts, and drainage systems.
G. Clean site; sweep paved areas, rake clean landscaped surfaces.
H. Remove waste, surplus materials, trash/rubbish, and construction facilities from the site;
dispose of in legal manner; do not burn or bury.
EXECUTION AND CLOSEOUT REQUIREMENTS 017000-7
RM ARCHITECTURE
MARCH, 2014
3.13 CLOSEOUT PROCEDURES
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
A. Make submittals that are required by governing or other authorities.
1. Provide copies to Owner.
B. Notify Architect when work is considered ready for Substantial Completion.
1. Substantial Completion is defined as the time the project is ready to be used for
its intended purpose.
C. Submit written certification that Contract Documents have been reviewed, work has been
inspected, and that work is complete in accordance with Contract Documents and ready
for Architect's review.
D. Owner will occupy all of the building as specified in Section 01 1000.
E. Correct items of work listed in executed Certificates of Substantial Completion and
comply with requirements for access to Owner -occupied areas.
F. Notify Architect when work is considered finally complete.
G. Complete items of work determined by Architect's final inspection.
3.14 MAINTENANCE
A. Provide service and maintenance of components indicated in specification sections.
B. Maintenance Period: As indicated in specification sections or, if not indicated, not less
than one year from the Date of Substantial Completion or the length of the specified
warranty, whichever is longer.
C. Examine system components at a frequency consistent with reliable operation. Clean,
adjust, and lubricate as required.
D. Include systematic examination, adjustment, and lubrication of components. Repair or
replace parts whenever required. Use parts produced by the manufacturer of the original
component.
E. Maintenance service shall not be assigned or transferred to any agent or subcontractor
without prior written consent of the Owner.
END OF SECTION
01 7000-8 EXECUTION AND CLOSEOUT REQUIREMENTS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 01 7800
CLOSEOUT SUBMITTALS
PART 1GENERAL
1.01 SECTION INCLUDES
A. Project Record Documents,
B. Operation and Maintenance Data.
C. Warranties and bonds.
1.02 RELATED REQUIREMENTS
RM ARCHITECTURE
MARCH, 2014
A. Section 01 3000 - Administrative Requirements: Submittals procedures, shop drawings,
product data, and samples.
B. Section 01 7000 - Execution and Closeout Requirements: Contract closeout procedures.
C. Individual Product Sections: Specific requirements for operation and maintenance data.
D. Individual Product Sections: Warranties required for specific products or Work.
1.03 SUBMITTALS
A. Project Record Documents: Submit documents to Architect with claim for final
Application for Payment.
B. Operation and Maintenance Data:
1. Submit two copies of preliminary draft or proposed formats and outlines of
contents before start of Work. Architect will review draft and return one copy with
comments.
2. For equipment, or component parts of equipment put into service during
construction and operated by Owner, submit completed documents within ten
days after acceptance.
3. Submit one copy of completed documents 15 days prior to final inspection. This
copy will be reviewed and returned after final inspection, with Architect
comments. Revise content of all document sets as required prior to final
submission.
4. Submit two sets of revised final documents in final form within 10 days after final
inspection.
C. Warranties and Bonds:
1. For equipment or component parts of equipment put into service during
construction with Owner's permission, submit documents within 10 days after
acceptance.
2. Make other submittals within 10 days after Date of Substantial Completion, prior
to final Application for Payment.
3. For items of Work for which acceptance is delayed beyond Date of Substantial
Completion, submit within 10 days after acceptance, listing the date of
acceptance as the beginning of the warranty period.
CLOSEOUT SUBMITTALS 017800-1
RM ARCHITECTURE
MARCH, 2014
PART 2 PRODUCTS — NOT USED
PART 3 EXECUTION
3.01 PROJECT RECORD DOCUMENTS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
A. Maintain on site one set of the following record documents; record actual revisions to the
Work:
1. Drawings.
2. Addenda.
3. Change Orders and other modifications to the Contract.
4. Reviewed shop drawings, product data, and samples.
B. Ensure entries are complete and accurate, enabling future reference by Owner.
C. Store record documents separate from documents used for construction.1.Construction
sets submitted as record documents will not be accepted.
D. Record information concurrent with construction progress.
E. Record Drawings and Shop Drawings: Legibly mark each item to record actual
construction including:
1. Field changes of dimension and detail.
2. Details not on original Contract drawings.
3.02 OPERATION AND MAINTENANCE DATA
A. For Each Product or System: List names, addresses and telephone numbers of
Subcontractors and suppliers, including local source of supplies and replacement parts.
B. Product Data: Mark each sheet to clearly identify specific products and component parts,
and data applicable to installation. Delete inapplicable information.
C. Drawings: Supplement product data to illustrate relations of component parts of
equipment and systems, to show control and flow diagrams. Do not use Project Record
Documents as maintenance drawings.
D. Typed Text: As required to supplement product data. Provide logical sequence of
instructions for each procedure, incorporating manufacturer's instructions.
3.03 OPERATION AND MAINTENANCE DATA FOR MATERIALS AND FINISHES
A. For Each Product, Applied Material, and Finish:
B. Instructions for Care and Maintenance: Manufacturer's recommendations for cleaning
agents and methods, precautions against detrimental cleaning agents and methods, and
recommended schedule for cleaning and maintenance.
017800-2 CLOSEOUT SUBMITTALS
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
3.04 OPERATION AND MAINTENANCE DATA FOR EQUIPMENT AND SYSTEMS
A. For Each Item of Equipment and Each System:
1. Description of unit or system, and component parts.
2. Identify function, normal operating characteristics, and limiting conditions.
3. Include performance curves, with engineering data and tests.
4. Complete nomenclature and model number of replaceable parts.
B. Operating Procedures: Include start-up, break-in, and routine normal operating
instructions and sequences. Include regulation, control, stopping, shut -down, and
emergency instructions. Include summer, winter, and any special operating instructions.
C. Maintenance Requirements: Include routine procedures and guide for preventative
maintenance and trouble shooting; disassembly, repair, and reassembly instructions; and
alignment, adjusting, balancing, and checking instructions.
D. Provide servicing and lubrication schedule, and list of lubricants required.
E. Include manufacturer's printed operation and maintenance instructions.
F. Include sequence of operation by controls manufacturer.
G. Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams
required for maintenance.
H. Additional Requirements: As specified in individual product specification sections.
3.05 OPERATION AND MAINTENANCE MANUALS
A. Prepare instructions and data by personnel experienced in maintenance and operation of
described products.
B. Prepare data in the form of an instructional manual.
C. Binders: Commercial quality, 8-112 by 11 inch (216 by 280 mm) three D side ring binders
with durable plastic covers; 2 inch (50 mm) maximum ring size. When multiple binders
are used, correlate data into related consistent groupings.
D. Cover: Identify each binder with typed or printed title OPERATION AND MAINTENANCE
INSTRUCTIONS; identify title of Project; identify subject matter of contents.
E. Provide tabbed dividers for each separate product and system, with typed description of
product and major component parts of equipment.
F. Drawings: Provide with reinforced punched binder tab. Bind in with text; fold lager
drawings to size of text pages.
G. Arrange content by systems under section numbers and sequence of Table of Contents
of this Project Manual.
H. Contents: Prepare a Table of Contents for each volume, with each product or system
description identified, in three parts as follows:
1. Part 1: Directory, listing names, addresses, and telephone numbers of Architect,
CLOSEOUT SUBMITTALS 017800-3
RM ARCHITECTURE
MARCH, 2014
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
Contractor, Subcontractors, and major equipment suppliers.
2. Part 2: Operation and maintenance instructions, arranged by system and
subdivided by specification section. For each category, identify names,
addresses, and telephone numbers of Subcontractors and suppliers. Identify the
following:
a. Significant design criteria.
b. List of equipment.
C. Parts list for each component.
d. Operating instructions.
e. Maintenance instructions for equipment and systems.
f. Maintenance instructions for special finishes, including recommended
cleaning methods and materials, and special precautions identifying
detrimental agents.
3. Part 3: Project documents and certificates, including the following:
a. Shop drawings and product data.
Table of Contents: Provide title of Project; names, addresses, and telephone numbers of
Architect, Consultants, and Contractor with name of responsible parties; schedule of
products and systems, indexed to content of the volume.
3.06 WARRANTIES AND BONDS
A. Obtain warranties and bonds, executed in duplicate by responsible Subcontractors,
suppliers, and manufacturers, within 10 days after completion of the applicable item of
work. Except for items put into use with Owner's permission, leave date of beginning of
time of warranty until the Date of Substantial completion is determined.
B. Verify that documents are in proper form, contain full information, and are notarized.
C. Co -execute submittals when required.
D. Retain warranties and bonds until time specified for submittal.
E. Manual: Bind in commercial quality 8-112 by 11 inch (216 by 279 mm) three D side ring
binders with durable plastic covers.
F. Cover: Identify each binder with typed or printed title WARRANTIES AND BONDS, with
title of Project; name, address and telephone number of Contractor and equipment
supplier; and name of responsible company principal.
G. Table of Contents: Neatly typed, in the sequence of the Table of Contents of the Project
Manual, with each item identified with the number and title of the specification section in
which specified, and the name of product or work item.
H. Separate each warranty or bond with index tab sheets keyed to the Table of Contents
listing. Provide full information, using separate typed sheets as necessary. List
Subcontractor, supplier, and manufacturer, with name, address, and telephone number
of responsible principal.
END OF SECTION
017800-4 CLOSEOUT SUBMITTALS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 01 7900
DEMONSTRATION AND TRAINING
PART 1GENERAL
1.01 SUMMARY
RM ARCHITECTURE
MARCH, 2014
A. Demonstration of products and systems where indicated in specific specification
sections.
B. Training of Owner personnel in operation and maintenance is required for:
1. HVAC systems and equipment.
2. Plumbing equipment.
3. Electrical systems and equipment.
C. Training of Owner personnel in care, cleaning, maintenance, and repair is required for:
1. Roofing, waterproofing, and other weather -exposed or moisture protection
products.
2. Items specified in individual product Sections.
1.02 RELATED REQUIREMENTS
A. Section 01 7800 - Closeout Submittals: Operation and maintenance manuals.
1.03 SUBMITTALS
A. See Section 013000 -Administrative Requirements, for submittal procedures.
B. Training Plan: Owner will designate personnel to be trained; tailor training to needs and
skill -level of attendees.
1. Submit to Architect for transmittal to Owner.
2. Submit not less than four weeks prior to start of training.
3. Revise and resubmit until acceptable.
4. Provide an overall schedule showing all training sessions.
5. Include at least the following for each training session:
a. Identification, date, time, and duration.
b. Description of products and/or systems to be covered.
C. Name of firm and person conducting training; include qualifications.
d. Intended audience, such as job description.
e. Objectives of training and suggested methods of ensuring adequate
training.
f. Methods to be used, such as classroom lecture, live demonstrations,
hands-on, etc.
g. Media to be used, such a slides, hand-outs, etc.
h. Training equipment required, such as projector, projection screen, etc.,
to be provided by Contractor.
DEMONSTRATION AND TRAINING 017900-1
RM ARCHITECTURE
MARCH, 2014
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
C. Training Manuals: Provide training manual for each attendee; allow for minimum of two
attendees per training session.
1. Include applicable portion of O&M manuals.
2. Include copies of all hand-outs, slides, overheads, video presentations, etc., that
are not included in O&M manuals.
3. Provide one extra copy of each training manual to be included with operation and
maintenance data.
1.04 QUALITY ASSURANCE
A. Instructor Qualifications: Familiar with design, operation, maintenance and
troubleshooting of the relevant products and systems.
1. Provide as instructors the most qualified trainer of those contractors and/or
installers who actually supplied and installed the systems and equipment.
2. Where a single person is not familiar with all aspects, provide specialists with
necessary qualifications.
PART 2 PRODUCTS — NOT USED
PART 3 EXECUTION
3.01 DEMONSTRATION — GENERAL
A. Demonstrations conducted during system start-up do not qualify as demonstrations for
the purposes of this section, unless approved in advance by Owner.
B. Demonstration may be combined with Owner personnel training if applicable.
C. Operating Equipment and Systems: Demonstrate operation in all modes, including start-
up, shut -down, seasonal changeover, emergency conditions, and troubleshooting, and
maintenance procedures, including scheduled and preventive maintenance.
1. Perform demonstrations not less than two weeks prior to Substantial Completion.
2. For equipment or systems requiring seasonal operation, perform demonstration
for other season within six months.
D. Non -Operating Products: Demonstrate cleaning, scheduled and preventive
maintenance, and repair procedures.1.Perform demonstrations not less than two weeks
prior to Substantial Completion.
3.02 TRAINING— GENERAL
A. Conduct training on-site unless otherwise indicated.
B. Owner will provide classroom and seating at no cost to Contractor.
C. Provide training in minimum two hour segments.
D. Training schedule will be subject to availability of Owner's personnel to be trained; re-
schedule training sessions as required by Owner; once schedule has been approved by
Owner failure to conduct sessions according to schedule will be cause for Owner to
charge Contractor for personnel "show -up" time.
01 7900-2 DEMONSTRATION AND TRAINING
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
E. Review of Facility Policy on Operation and Maintenance Data: During training discuss:
1, The location of the O&M manuals and procedures for use and preservation;
backup copies.
2. Typical contents and organization of all manuals, including explanatory
information, system narratives, and product specific information.
3. Typical uses of the O&M manuals.
Product- and System -Specific Training:
1. Review the applicable O&M manuals.
2. For systems, provide an overview of system operation, design parameters and
constraints, and operational strategies.
3. Review instructions for proper operation in all modes, including start-up, shut-
down, seasonal changeover and emergency procedures, and for maintenance,
including preventative maintenance.
4. Provide hands-on training on all operational modes possible and preventive
maintenance.
5. Emphasize safe and proper operating requirements; discuss relevant health and
safety issues and emergency procedures.
6. Discuss common troubleshooting problems and solutions.
7. Discuss any peculiarities of equipment installation or operation.
8. Discuss warranties and guarantees, including procedures necessary to avoid
voiding coverage.
9. Review recommended tools and spare parts inventory suggestions of
manufacturers.
10. Review spare parts and tools required to be furnished by Contractor.
11. Review spare parts suppliers and sources and procurement procedures.
G. Be prepared to answer questions raised by training attendees; if unable to answer during
training session, provide written response within three days.
'�ilS�7�9x�liNPl
DEMONSTRATION AND TRAINING 017900-3
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 01 8250
SUPPORTING FROM BUILDING STRUCTURE
PART 1GENERAL
f![IiEYgiihi/_T1
RM ARCHITECTURE
MARCH, 2014
A. This section provides guidelines and limitations for supporting all mechanical, electrical,
plumbing, equipment or architectural items from the building structure and for seismic
bracing for all such items.
1.02 DESIGN CRITERIA
A. Design and install all support and bracing systems except as noted. Provide for
attachment to portions of the building structure capable of bearing the loads imposed.
Design systems to not overstress the building structure.
B. The Contractor is not required to design support and bracing for items for which the
contract documents provide specific attachment, support, and bracing. Seismic bracing is
not required for the following items:
1. Gas piping less than V inside diameter
2. Piping in boiler and mechanical equipment rooms less than 1.25" inside
diameter.
3. All other piping less than 2.5" inside diameter, unless racked together.
4. All piping and duct suspended by individual hangers 12" or less in length.
5. All rectangle air handling ducts less than 6 square feet in cross sectional area.
6. All round air handling ducts less than 28" in diameter.
7. All electrical conduits less than 2.5" inside diameter, unless racked together.
1.03 QUALITY ASSURANCE
A. Design and install all support systems to comply with the seismic requirements of the
2010 California Building Code (CBC).
B. For seismic bracing design and gravity support design use the services of a Structural
Engineer licensed in California.
C. For seismic bracing for mechanical, electrical, and plumbing systems, refer to the Sheet
Metal and Air Conditioning Contractors National Association, Inc (SMACNA), 'Seismic
Restraint Manual: Guidelines for Mechanical Systems' for guidelines.
1.04 SUBMITTALS
A. Submit shop drawings for all substructures and attachment methods. One reproducible
copy will be returned.
B. Submit proposed alternative methods of attachment for review and approval by the
Architect, prior to deviating from the requirements given below.
SUPPORTING FROM BUILDING STRUCTURE 01 8250-1
RM ARCHITECTURE
MARCH, 2014
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
C. For all seismic bracing systems and gravity support systems, submit structural
calculations and details prepared and signed by the Contractor's licensed Structural
Engineer which include all resultant forces applied to the building structure. Do not
overstress the building structure. Calculations will be reviewed for compliance with
design criteria.
PART 2 PRODUCTS
2.01 MATERIALS
A. Furnish all substructure and fasteners required to comply with the limitations given below.
Use materials as specified in the various sections and as appropriate to the use.
B. Channel framing systems: As specified in Section 05 5000.
C. All exterior materials: Hot dipped galvanized or stainless steel.
PART 3 EXECUTION
3.01 GUIDELINES AND LIMITATIONS
A. The General Contractor shall coordinate the load requirements from all subcontractors so
that no combination of loads exceeds the limitations given below.
B. Wood Structure:
1. Support no loads from plywood deck.
2. At 2x4 or other stiffeners of roof panels, hang no loads.
3. At GLB girders, hang no loads greater than 200 pounds without consultation. For
multiple loading (on girder or from incoming purlins) submit drawings for
Architect's review.
4. Place all fasteners for hanger support within the middle 1/3 of the member depth.
5. Total loads superimposed on the roof structure shall not exceed the equivalent
design loading of 2.5 pounds per square foot.
3.02 SIESMIC BRACING
A. Refer to the structural plans for seismic design parameters.
B. Design and install seismic bracing so not to ground out vibration and sound isolation
items.
C. All items of mechanical and electrical equipment shall be seismically braced whether
such bracing is shown or not.
END OF SECTION
01 8250-2 SUPPORTING FROM BUILDING STRUCTURE
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 02 3200
SUBSURFACE INVESTIGATION
PART 1GENERAL
1.01 SECTION INCLUDES
RM ARCHITECTURE
MARCH, 2014
A. Soils investigation at the site and use of data resulting from that investigation.
1.02 SOILS INVESTIGATION REPORT
A. General:
1. A soils investigation report has been prepared for the site of this Work by GMU
Geotechnical, Inc. GMU Geotechnical, Inc Project Number 13-040-00, dated
April 29, 2013.
2. Supplemental geotechnical letter by GMU Geotechnical, Inc dated August 1,
2013.
3. Supplemental geotechnical letter by GMU Geotechnical, Inc dated January 20,
2014,
4. The soils investigation report is included for reference only.
B. Use of Data:
1. This report was obtained only for the Architect's use in design and is not a part of
the Contract Documents.
2. The report is available for bidder's information only, but is not a warranty of
subsurface conditions.
3. Bidders should visit the site and acquaint themselves with existing conditions.
4. Prior to bidding, bidders may make their own subsurface investigations to satisfy
themselves as to site and subsurface conditions, but such investigations may be
performed only under time schedule and arrangements approved in advance by
the Owner.
1.03 QUALITY ASSURANCE
A. A construction soil engineer will be retained by the Owner to observe performance of
work in connection with excavating, trenching, filling, backfilling and grading and to
perform compaction tests.
PART 2 PRODUCTS — NOT USED
PART 3 EXECUTION — NOT USED
END OF SECTION
SUBSURFACE INVESTIGATION 023200-1
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 03 3000
CAST -IN-PLACE CONCRETE
PART 1GENERAL
RM ARCHITECTURE
MARCH, 2014
1.01 SPECIFICATIONS
A. Refer to Structural Drawings for information on cast in place concrete and related items.
PART 2 PRODUCTS — NOT USED
PART 3 EXECUTION — NOT USED
END OF SECTION
CAST -IN-PLACE CONCRETE 033000-1
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 03 3513
HIGH TOLERANCE CONCRETE FLOOR FINISHING
PART 1GENERAL
1.01 SECTION INCLUDES
A. Finishing slabs on grade and other concrete slabs.
B. Surface treatment with concrete densifier.
1.02 RELATED REQUIREMENTS
RM ARCHITECTURE
MARCH, 2014
A. Section 03 3000 - Cast -in -Place Concrete: Prepared concrete floors ready to receive
finish.
B. Section 07 9005 - Joint Sealers.
1.03 REFERENCE STANDARDS
A. ACI 301 - Specifications for Structural Concrete for Buildings; American Concrete
Institute International; 2005.
B. ACI 302AR - Guide for Concrete Floor and Slab Construction; American Concrete
Institute International; 2004 (Errata 2007) .
C. ASTM C 39 - Standard Test Method for Compressive Strength of Cylindrical Concrete
Specimens; 2009.
D. ASTM C1028 - Standard Test Method for Determining the Static Coefficient of Friction of
Ceramic Tile and Other Like Surfaces by the Horizontal Dynamometer Pull -Meter
Method; 2007.
E. ASTM C 779 - Standard Test Method for Abrasion Resistance of Horizontal Concrete
Surfaces; 2005.
F. ASTM C 805 - Standard Test Method for Rebound Number of Hardened Concrete; 2008.
G. ASTM D 3359 - Standard Test Methods for Measuring Adhesion by Tape Test; 2009.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on concrete hardener, sealer, and slip resistant treatment,
including information on compatibility of different products and limitations.
C. Maintenance Data: Provide data on maintenance renewal of applied coatings.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Deliver materials in manufacturer's sealed packaging, including application instructions.
HIGH TOLERANCE CONCRETE FLOOR FINISHING 033513-1
RM ARCHITECTURE CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Concrete Floor Finishes:
1. Curecrete Distribution, Inc; Product Ashford Formula: www.ashfordformula.com.
2. Substitutions: See Section 01 6000 - Product Requirements.
2.02 COMPOUNDS - HARDENERS AND SEALERS
A. Chemical Densifier: Water based, liquid type.
1. Color(s): Clear.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that floor surfaces are acceptable to receive the work of this section.
3.02 FLOOR FINISHING
A. Finish concrete floor surfaces in accordance with ACI 301 and ACI 302.1 R.
3.03 FLOOR SURFACE TREATMENT
A. Apply hardener to scheduled floor surfaces in accordance with manufacturer's
instructions.
END OF SECTION
033513-2 HIGH TOLERANCE CONCRETE FLOOR FINISHING
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 04 2000
CONCRETE MASONRY UNITS
PART 1GENERAL
1.01 SPECIFICATIONS
RM ARCHITECTURE
MARCH, 2014
A. Refer to Structural Drawings for additional information on concrete masonry units and
related items.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Concrete masonry products:
1. Angelus Block
2. Substitutions: See Section 01 6000 — Product Requirements
B. Block Colors:
1. Field Color (8"): Cool Grey, Precision
2. Accent Color (12"): Slate, Burnished
a. Provide burnished faces for all faces to be seen from exterior of the
building.
C. Mortar:
1. Mortar colors to be selected by Architect from manufacturer's full line of colors.
PART 3 EXECUTION — NOT USED
END OF SECTION
CONCRETE MASONRY UNITS 042000-1
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 05 1200
STRUCTURALSTEEL
PART 1GENERAL
1.01 SPECIFICATIONS
RM ARCHITECTURE
MARCH, 2014
A. Refer to Structural Drawings for information on structural steel and related items.
PART 2 PRODUCTS — NOT USED
PART 3 EXECUTION — NOT USED
END OF SECTION
STRUCTURAL STEEL 051200-1
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 05 5000
METAL FABRICATIONS
PART 1GENERAL
1.01 SPECIFICATIONS
RM ARCHITECTURE
MARCH, 2014
A. Refer to Structural Drawings for information on metal fabrications and related items.
PART 2 PRODUCTS — NOT USED
PART 3 EXECUTION — NOT USED
END OF SECTION
METAL FABRICATION 055000-1
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 06 1000
ROUGH CARPENTRY
PART 1GENERAL
1.01 SPECIFICATIONS
RM ARCHITECTURE
MARCH, 2014
A. Refer to Structural Drawings for information on rough carpentry and related items.
PART 2 PRODUCTS — NOT USED
PART 3 EXECUTION — NOT USED
END OF SECTION
ROUGH CARPENTRY 061000-1
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 06 1800
GLUED -LAMINATED CONSTRUCTION
PART 1GENERAL
1.01 SPECIFICATIONS
RM ARCHITECTURE
MARCH, 2014
A. Refer to Structural Drawings for information on glued -laminated construction and related
items.
PART 2 PRODUCTS — NOT USED
PART 3 EXECUTION — NOT USED
END OF SECTION
GLUED -LAMINATED CONSTRUCTION 061800-1
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 06 2000
PANELIZED ROOF SYSTEMS
PART 1GENERAL
1.01 SPECIFICATIONS
RM ARCHITECTURE
MARCH, 2014
A. Refer to Structural Drawings for information on panelized roof systems and related items.
PART 2 PRODUCTS — NOT USED
PART 3 EXECUTION — NOT USED
END OF SECTION
PANELIZED ROOF SYSTEMS 062000-1
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 07 1900
WATER REPELLANTS
PART IGENERAL
1.01 SECTION INCLUDES
A. Water repellents applied to exterior masonry surfaces.
1.02 RELATED REQUIREMENTS
A. Section 09 9700 - Anti -Graffiti Coatings.
1.03 REFERENCE STANDARDS
RM ARCHITECTURE
MARCH, 2014
A. ASTM D 3960 - Standard Practice for Determining Volatile Organic Compound (VOC)
Content of Paints and Related Coatings; 2005.
B. ASTM D 5095 - Standard Test Method for Determination of the Nonvolatile Content in
Silanes, Siloxanes, and Silane-Siloxane Blends Used in Masonry Water Repellent
Treatments; 1991 (Reapproved 2007).
1.04 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures
B. Product Data: Provide product description.
C. Manufacturer's Installation Instructions: Indicate special procedures and conditions
requiring special attention; cautionary procedures required during application.
D. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
1. See Section 01 6000 - Product Requirements, for additional provisions.
2. Extra Water Repellent Material: Two gallons (9 liters) of the type installed.
1.05 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the Products
specified in this section with minimum ten years documented experience.
B. Installer Qualifications: Company specializing in performing the work of this section
approved by manufacturer.
1.06 MOCK-UP
A. Prepare a representative surface 36 by 36 inch (1 by 1 m) in size using specified
materials and preparation and application methods on surfaces identical to those to be
coated; approved mock-up constitutes standard for workmanship.
WATER REPELLANTS 071900-1
RM ARCHITECTURE
MARCH, 2014
1.07 FIELD CONDITIONS
A. Protect liquid materials from freezing.
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
B. Do not apply water repellent when ambient temperature is lower than 50 degrees F (10
degrees C) or higher than 90 degrees F (32 degrees C).
C. Do not apply water repellent when rain is expected within 24 hours.
D. Do not apply to surfaces with excessive moisture content. Moisture content should be
12% or less.
1.08 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B. Provide manufacturer's standard ten year warranty from date of substantial completion.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Silane/Siloxane Water Repellents:
1. Monopole, Inc; Product Aquaseal ME 12 for vertical surfaces.
2. Substitutions: See Section 016000 - Product Requirements.
2.02 MATERIALS
A. Water Repellent: Non -glossy, colorless, penetrating, water -vapor -permeable, non -
yellowing sealer, that dries invisibly leaving appearance of substrate unchanged.
1. Applications: Vertical surfaces and non -traffic horizontal surfaces.
2. Number of Coats: Two.
3. VOC Content: Less than 100 g/L, when tested in accordance with ASTM D 3690
or D 5095.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify joint sealants are installed and cured.
C. Verify surfaces to be coated are dry, clean, and free of efflorescence, oil, or other matter
detrimental to application of water repellent.
071900-2 WATER REPELLANTS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
3.02 PREPARATION
RM ARCHITECTURE
MARCH, 2014
A. Protection of Adjacent Work:
1. Protect adjacent property and vehicles from drips and overspray.
2. Protect adjacent surfaces not intended to receive water repellent.
B. Prepare surfaces to be coated as recommended by water repellent manufacturer for best
results.
C. Do not start work until masonry mortar substrate is cured a minimum of 60 days.
D. Remove loose particles and foreign matter.
E. Remove oil and foreign substances with a chemical solvent that will not affect water
repellent.
F. Allow surfaces to dry completely to degree recommended by water repellent
manufacturer before starting coating work.
3.03 APPLICATION
A. Apply water repellent in accordance with manufacturers instructions, using procedures
and application methods recommended as producing the best results.
B. Apply at rate recommended by manufacturer, continuously over entire surface.
C. Apply two coats, minimum.
D. Remove water repellent from unintended surfaces immediately by a method instructed by
water repellent manufacturer.
END OF SECTION
WATER REPELLANTS 071900-3
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 07 2650
UNDER SLAB VAPOR BARRIER
PART 1GENERAL
1.01 SECTION INCLUDES
RM ARCHITECTURE
MARCH, 2014
A. Under slab vapor barrier, seam tape, and mastic for installation under concrete slabs.
1.02 RELATED REQUIREMENTS
A. Section 03 3000 - Cast -in -Place Concrete.
1.03 REFERENCE STANDARDS
A. ACI 302.2R-06 - Guide for Concrete Slabs that Receive Moisture -Sensitive Flooring
Materials.
B. ASTM E 96-05 - Standard Test Methods for Water Vapor Transmission of Materials;
2005.
C. ASTM E 154-99 - Standard Test Methods for Water Vapor Retarders Used in Contact
with Earth Under Concrete Slabs, on Walls, or as Ground Cover; 2008.
D. ASTM E 1643-09 - Selection, Design, Installation, and Inspection of Water Vapor
Retarders Used in Contact with Earth or Granular Fill Under Concrete Slabs.
E. ASTM E 1745-09 - Standard Specification for Plastic Water Retarders Used in Contact
with Soil or Granular Fill Under Concrete Slabs;
ASTM F 1249-06 - Standard Test Method for Water Vaport Transmission Rate Through
Plastic Film and Sheeting Using a Modulated Infrared Sensor; 2006.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Samples: Submit two membrane samples, 4x4 inch in size, illustrating types proposed to
be incorporated in to the work.
C. Test Reports: Indicate compliance of ASTM E 1745 paragraph 8.3.
D. Manufacturer's Instructions: Indicate installation methods, penetrations, horizontal and
vertical surfaces and repair instructions.
UNDER SLAB VAPOR BARRIER 072650-1
RM ARCHITECTURE
MARCH, 2014
PART 2 PRODUCTS
2.01 MANUFACTURERS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
A. Stego Industries LLC; Product: Stego Wrap Vapor Barrier (15mi1);
www.stegoindustries.com.
B. Substitutions: See Section 01 6000 - Product Requirements.
2.02 MATERIALS
A. Vapor barrier to meet the following criteria:
1. Permeance:Less than 0.01 Perms; ASTM E 1745, Section 7.
2. Strength:ASTM E 1745, Class A.
3. Thickness: 15 mils.
2.03 ACCESSORIES
A. Seam Tape:
1. Stego Tape.
B. Vapor -Proofing Mastic:
1. Stego Mastic
PART 3 EXECUTION
3.01 PREPARATION
A. Ensure that base material is ready to receive work and has met preparation requirements
of the Geotechnical Engineer.
3.02 INSTALLATION
A. Install in accordance with manufacturers instructions.
1. Install in accordance with ASTM E 1643.
2. Unroll vapor barrier with the longest dimension parallel with the direction of the
concrete placement.
3. Lap vapor barrier over footings and/ or seal to foundation walls.
4. Overlap joints 6 inches and seal with manufacturer's tape.
5. Seal all penetrations (including pipes) per manufacturer's instructions.
6. No penetrations of the vapor barrier is allowed except for reinforcing steel and
permanent utilities.
7. Repair damaged areas by cutting patches of vapor barrier, overlapping damaged
area 6 inches and taping all sides with tape.
END OF SECTION
072650-2 UNDER SLAB VAPPOR BARRIER
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 07 5216
COLD APPLIED BUILT UP ROOFING
PART 1GENERAL
1.01 SECTION INCLUDES
RM ARCHITECTURE
MARCH, 2014
A. Installation of Styrene -butadiene -styrene (SBS) modified bituminous membrane roofing
system including but not limited to:
1. Energy Star Certified and State of California Title 24 CRRC approved roofing
system.
2. Crickets at all curbs, between drain points, and where necessary to provide a
minimum 1/4:12 slope.
3. Roof membrane and membrane base flashings
a. One burmastic composite ply base sheet.
b. One powerply standard FR cap sheet.
C. TPA flashing
1.02 REFERENCE STANDARDS
A. ASTM C 1371 — Standard Test Method for Determination of Emittance of Materials Near
Room Temperature using Portable Emissometers.
B. ASTM C 1549 — Standard Test Method for Determination of Solar Reflectance Near
Ambient Temperature Using a Portable Solar Reflectometer.
C. ASTM D 146 — Standard Test Methods for Sampling and Testing Bitument-Saturated
Felts and Woven Fabrics for Roofing and Waterproofing; 2012.
D. ASTM D 228 — Standard Test Methods for Sampling, Testing, and Analysis of Asphalt
Roll Roofing, Cap Sheets, and Shingles Used in Roofing and Waterproofing;
E. ASTM D 276 — Standard Test Methods for Identification of Fibers in Textiles
F. ASTM D 1475 — Standard Test Method for Density of Liquid Coatings, Inks, and Related
Products.
G. ASTM D 1668 — Standard Specification for Glass Fabrics (Woven and Treated) for
Roofing and Waterproofing; 2006,
H. ASTM D 2196 — Standard Test Methods for Rheological Properties of Non -Newtonian
Materials by Rotational (Brookfield type) Viscometer.
ASTM D 2823 — Standard Specification for Asphalt Roof Coatings, Asbestos Containing;
2011.
ASTM D 3960 — Standard Practice for Determining Volatile Organic Compounds (VOC)
Content of Paints and Related Coatings; 2013.
K. ASTM D 4073 — Standard Test Method for Tensile -Tear Strength of Bituminous Roof
Membranes; 2013.
COLD APPLIED BUILT UP ROOFING 075216-1
RM ARCHITECTURE CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
L. ASTM D 4434 — Standard Specification for Poly(Vinyl Chloride) Sheet Roofing.
M. ASTM D 4586 — Standard Specification for Asphalt Roof Cement, Asbestos Free; 2012.
N. ASTM D 4601 — Standard Specification for Asphalt -Coated Glass Fiber Base Sheet used
in Roofing; 2012.
O. ASTM D 5147 — Standard Test Methods for Sampling and Testing Modified Bituminous
Sheet Material
P. ASTM D 6162 — Standard Specification for Styrene Butadiene Styrene (SBS) Modified
Bituminous Sheet Materials using a Combination of Polyester and Glass Fiber
Reinforcements; 2008.
Q. ASTM D 6163 — Standard Specification for Styrene Butadiene Styrene (SBS) Modified
Bituminous Sheet Materials using Glass Fiber Reinforcement; 2008.
R. ASTM D 6509 — Standard Specification for Atactic Polypropylene (APP) Modified
Bituminous Base Sheet Materials using Glass Fiber Reinforcements.
S. ASTM E 108 — Standard Test Methods for Fire Tests of Roof Coverings
T. ASTM E 398 — Standard Test Method for Water Vapor Transmission Rate of Sheet
Materials Using Dynamic Relative Humidity Measurement.
U. ASTM E 1980 — Standard Practice for Calculation Solar Reflectance Index of Horizontal
and Low Sloped Opaque Surfaces.
1.03 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Contractors Product Certificate: Submit letter, indicating products intended for Work of
this Section including product names and numbers and manufacturer's names, with
statement indicating that products to be provided meet the requirements of the Contract
Documents.
C. Manufacturer Certificates: Signed by roofing manufacturer certifying that roofing system
complies with requirements specified in'Performance Requirements' article.
1. Submit evidence of compliance with performance requirements, including roofing
membrane system load/strain property test report.
2. Indicate that proposed system components are compatible.
D. Product Test Reports: Based on evaluation of comprehensive tests performed by
manufacturer and witnessed by a qualified testing agency, for components of built-up
roofing.
E. Warranties: Sample of special warranties.
F. Inspection Reports: Daily reports of Roofing Inspector. Include weather conditions,
description of work performed, tests performed, defective work observed, and corrective
actions taken to correct defective work.
1. Submit reports to the Owner and Architect daily.
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G. Closeout Submittals:
1. Maintenance Data: For built-up roofing to include in maintenance manuals.
1.04 QUALITY ASSURANCE
A. Manufacturer Qualifications: A qualified manufacturer that is UL listed for built-up roofing
identical to that used for this project.
B. Installer Qualifications: An employer of workers trained and certified by manufacturer,
including a full time on site supervisor with a minimum of five years experience installing
similar work, and qualified by the manufacturer to furnish warranty of type specified.
1. Installer must acquire three inspection service days utilizing manufacturer's
technical inspector. Inspector must be present for roof removal, deck
preparation, base sheet installation, cap sheet installation and coating
installation.
C. Roofing Inspector Qualifications: A technical representative of manufacturer not engaged
in the sale of products and experienced in the installation and maintenance of the
specified roofing system, qualified to perform roofing observation and inspection
specified in Field Quality Control article, to determine Installer's compliance with the
requirements of this project, and approved by the manufacturer to issue warranty
certification. The Roofing Inspector shall be one of the following:
1. An authorized full-time technical employee of the manufacturer
D. Source Limitations: Obtain roofing system components from or approved in writing by
roofing system manufacturer.
E. Exterior Fire -Test Exposure: UL Class A, as determined by testing identical membrane
roofing materials by a qualified testing agency. Materials shall be identified with
appropriate markings of applicable testing agency.
Preinstallation Roofing Conference: Conduct conference at project site.
1. Meet with Owner, roofing installer, roofing system manufacturer's representative,
and installers whose work interfaces with or affects roofing, including installers of
roof accessories and roof mounted equipment.
2. Review methods and procedures related to roofing installation, including
manufacturer's written instructions.
3. Review and finalize construction schedule and verify availability of materials,
installers personnel, equipment, and facilities needed to make progress and
avoid delays.
4. Examine deck substrate conditions and finishes for compliance with
requirements, including flatness and fastening.
5. Review structural loading limitations of roof deck during and after roofing.
6. Review base flashings, special roofing details, roof drainage, roof penetrations,
equipment curbs, and condition of other construction that will affect roofing
system.
7. Review governing regulations and requirements for insurance and certificates if
applicable.
8. Review temporary protection requirements for roofing system during and after
installation.
9. Review roof observation and repair procedures after roofing installation.
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1.05 DELIVERY, STORAGE, AND HANDLING
CITY OF NEWPORT BEACH
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MAINTENANCE BUILDING
A. Deliver roofing materials to project site in original containers with seals unbroken and
labeled with manufacturer's name, product brand name and type, date of manufacture,
approval or listing agency markings, and directions for storing and mixing with other
components.
B. Store liquid materials in their original undamaged containers in a clean, dry protected
location and within the temperature range required by roofing system manufacturer.
Protect stored liquid material from direct sunlight.
1. Discard and legally dispose of liquid material that cannot be applied within its
stated shelf life.
C. Handle and store roofing materials and place equipment in a manner to avoid permanent
deflection of deck.
1.06 PROJECT CONDITIONS
A. Weather Limitations: Proceed with installation only when existing and forecasted weather
conditions permit roofing system to be installed according to manufacturer's written
instructions and warranty requirements.
B. Field measurements and material quantities:
1. Contractor shall have sole responsibility for accuracy of all measurements,
estimates of material quantities and sizes, and site conditions that will affect
work.
C. Waste Disposal:
1. Do not re -use, recycle or dispose of material manufacturers product containers
except in accordance with all applicable regulations. The user of manufactured
products is responsible for proper use and disposal of product containers.
2. Do not dispose of any materials in Owner containers.
D. Safety Requirements:
1. All application, material handling, and associated equipment shall conform to and
be operated in conformance with OSHA safety requirements.
2. Comply with federal, state, local and Owner fire and safety requirements.
3. Maintain a crewman as a floor area guard whenever roof decking is being
repaired or replaced.
4. Maintain fire extinguisher within easy access whenever power tools, roofing
kettles, fuels, solvent, torches, and open flames are being used.
1.07 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B. Warranty, General: Warranties specified shall be in addition to, and run concurrent with,
other warranties required by the Contract Documents. Manufacturer's disclaimers and
limitations on product warranties do not relieve Contractor of obligations under
requirements of the Contract Documents.
C. Roof System Warranty, General: Warranties specified in this section include the following
components and systems specified in other sections supplied by the roofing system
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manufacturer, and installed by the roofing system installer.
1. Sheet metal flashing and trim, including roof penetration flashings.
2. Roof curbs, hatches, and penetration flashings.
3. Roof and parapet expansion joint assemblies.
D. Special Warranty: Manufacturer's standard customized form, in which manufacturer
agrees to repair or replace components of built-up roofing that fails in materials or
workmanship within specified warranty period. One manufacturer must provide the
warranty for all roof sections. Failure includes roof leaks.
1. Special warranty includes roofing membrane, base flashings, roofing membrane
accessories, roof insulation, fasteners, cover boards, walkway products, and
other components of built up roofing.
2. Manufacture will provide, at no cost to owner, the following services in years 2, 5,
10, and 15:
a. Inspection by a Technical Representative and delivery of a written
inspection report documenting roof conditions.
3. Warranty Period: 20 years from date of Substantial Completion,
E. Installers Warranty: Submit roofing installers warranty, signed by installer, covering the
work of this section and related sections indicated above, including all components of
built-up roofing such as built-up roofing membrane, base flashing, roof insulation,
fasteners, cover boards, metal panels, and walkway products, for the following warranty
period:
1. Warranty Period: two years from date of completion.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Built-up roofing:
1. Tremco Roofing, Inc
2. Substitutions: See Section 01 6000 - Product Requirements.
2.02 ROOF MEMBRANE PLIES
A. Base Sheet: Nonperforated, asphalt -coated, polyester/fiberglass reinforced sheet dusted
with fine mineral surfacing on both sides which meets the requirements of ASTM D 4601,
Type It.
1. Breaking Strength: 130 Ib/in MD ASTM D 146
2. Breaking Strength: 120 Ib/in XD ASTM D 146
3. Pliability: /2 inch radius bend; ASTM D 146 with no failures
4. Thickness: 0.05 inch minimum per STM D 146
5. Weight: 30 Ib/100 sq. ft. per ASTM D 228
2.03 ROOFING MEMBRANE PLY SHEETS
A. Ply Sheet: Nonperforated, asphalt -impregnated and coated glass fiber sheet dusted with
fine material surfacing on both sides which meets the requirements of ASTM D 4601,
Type II.
1. Breaking Strength: 90 lb/in MD ASTM D 146
2. Breaking Strength: 70 Ib/in XD ASTM D 146
3. Pliability: Y inch radius bend; ASTM D 146 with no failures
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2.04 ROOFING MEMBRANE CAP SHEETS, SBS -MODIFIED BITUMEN
A. Roofing Membrane Cap Sheet: Glass fiber reinforced, SBS -modified asphalt sheet,
granular
surfaced, suitable for application which meets the requirements of ASTM D
6163, Grade G, Type I.
1.
Tensile Strength: 80 Ib/ft MD ASTM D 5147
2.
Tensile Strength: 70 Ib/ft XD ASTM D 5147
3.
Tear Strength: 100 Ibf MD
4.
Tear Strength: 100 Ibf XD
5.
Elongation: 7.5% MD ASTM D 5147
6.
Elongation: 7.5% XD ASTM D 5147
7.
Exterior Fire -Test Exposure: ASTM E 108, Class A
8.
Low Temperature Flex: -15 deg F ASTM D 5147
9.
Thickness: 0.05 inch minimum per STM D 146
2.05 FLASHING MATERIALS
A. Base Flashing Sheet: Internally fabric reinforced, uniform, flexible TPA sheet, CRRC
listed and California Title 24 Energy code compliant complying with ASTM D 4434, Type
IV.
1. Tensile Strength: 300 Ib/ft ASTM D 6509
2. Tear Strength: 100 Ibf ASTM D 6509
3. Elongation: 25% MD ASTM D 6509
4. Elongation: 25% XD ASTM D 6509
5. Thickness: 45 mils nominal
6. Exposed Face Color: White
7. Reflectance: 86%, ASTM C 1549
8. Thermal Emittance: 86, ASTM C 1371
9. Solar Reflectance Index (SRI): 108, ASTM E 1980
B. Stripping/Target Ply Sheet: Composite polyester and glass -fiber reinforced,
SBS/SIS/SEBS-modified asphalt sheet, smooth surfaced, suitable for application method
specified complying with ASTM D 6162, Grade S, Type IBI.
1. Tensile Strength: 800 Ib/ft MD ASTM D 5147
2. Tensile Strength: 800 Ib/ft XD ASTM D 5147
3. Tear Strength: 1300 Ibf MD ASTM D 5147
4. Tear Strength: 1400 Ibf XD ASTM D 5147
5. Elongation: 6% MD ASTM D 5147
6. Elongation: 6% XD ASTM D 5147
7. Low Temperature Flex: 40 deg F ASTM D 5147
8. Thickness: 0.1 inch minimum per ASTM D 5147
C. Glass -fiber Fabric: Woven glass -fiber cloth, treated with asphalt, complying with ASTM D
1688, Type I.
D. Flashing Membrane Bonding Adhesive: Elastomeric, low VOC solvent -based contact
type adhesive for bonding TPA fleece -backed single ply membranes and flashings to
substrates.
1. Asbestos Content: None, EPA 600/R-931116
2. Density: 7.01b/gal ASTM D 1475
3. Percent Solids: 25%
4. VOC: 200g/L ASTM D 3960
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E. Water -Based Asphalt Primer: Water based, polymer modified, asphalt primer
1. Asbestos Content: None, EPA 600/R13/116
2. Non -Volatile Content: 30% ASTM D 2823
3. VOC: 2b/L ASTM D 3960
F. Asphalt Roofing Mastic: One part, asbestos -free, cold applied mastic specially formulated
for compatibility and use with specified roofing membranes and flashings complying with
ASTM D 4586, Type ll, Class 1.
1. Asbestos Content: None ASTM D 276
2. VOC: 234g/L ASTM D 6511
3. Nonvolatile Matter: 85% ASTM D 4568
4. Density: 9.5lb/gal ASTM D 1475
5. Resistance to Sag: 1/8" ASTM D 4586
6. Viscosity: 480,000 to 1,000,OOOcPASTM D 2196
7. Moisture Vapor Transmission: 0.25 b/100sq. in. per 24 hours at 0.02"
thickness, ASTM E 398
G. Fluid Applied Flashing System: Elastomeric, two -coat single -component moisture
triggered polyurethane fluid applied roofing formulated for application to structural
concrete deck complying with ASTM D 7311.
1. Aliphatic Urethane Base Coat:
a. Asbestos Content: None EPA 600/R-93/116
b. VOC: Not greater than 40g/L ASTM D 3960
C. Percent Solids: Not less than 85% ASTM D 1644
2. Aliphatic Urethane Top Coat:
a. UV stabilized, chemical resistant top coat.
b. Asbestos Content: None EPA 600/R-93/116
C. VOC: Not greater than 45g/L ASTM D 3960
d. Elongation at Break: Not less than 340% ASTM D 7311
e. Tensile Strength: Not less than 1,4001bf/sq. in. ASTM D 7311
f. Tear Resistance: Not less than 1501bfrn. ASTM D 7311
9. Accelerated Weathering: Pass, no cracking or checking ASTM
D 7311
h. Percent Solids: Not less than 85% ASTM D 1353
3. Fiberglass Reinforcement: Medium to fine fiber, rapid wetting chopped strand
glass mat for fluid -applied membrane flashing.
4. Polyurethane Mastic: Single component, high solids, moisture curing, aromatic
polyurethane mastic.
5. Structural Concrete/Masonry Primer: Two component, 100% solids, epoxy
penetrating primer for concrete deck surfaces.
6. Metal Surface Primer: Single component, water based primer to promote
adhesion of base coat to metal surfaces.
7. Asphaltic Surfaces Primer: Single component, multi -substrate pirmer to promote
adhesion of base coat to surfaces recommended by manufacturer.
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H. Flashing Sheet Stripping Adhesive: Elastomeric, two -coat single -component moisture
triggered polyurethane fluid applied roofing product in compliance with ASTM D 7311.
1. Asbestos Content: None EPA 600/R-93/116
2. VOC: Not greater than 45 g/L ASTM D 3960
3. Elongation Break: Not less than 340% ASTM D 7311
4. Tensile Strength: Not less than 1,4001bf/sq. in. ASTM D 7311
5. Tear Resistance: Not less than 1501bf.in. ASTM D 7311
6. Accelerated Weathering: Pass, no cracking or checking ASTM D 7311
7. Percent Solids: Not less than 85% ASTM D 1353
1. Solvent Free Elastomeric Roofing Mastic: One part, solvent free, asbestos free, low odor
elastomeric roof mastic specially formulated for compatibility and use with specified
roofing membranes and flashing.
1. Asbestos Content: None EPA 600/R13/116
2. Nonvolatile Matter: 70% ASTM D 4586
3. Elongation: 1000% ASTM D 412
4. Recovery from Elongation: 500% ASTM D 412
5. Flexibility: No cracking ASTM D 3111
Butyl Tape: Manufacturer's term bar sealant.
K. General Purpose Sealant: Two component, solvent free, low odor urethane sealant that
is asbestos free, extremely low in order, quick setting, and does not contain any VOC's.
1. Density: 8.8 lbs/gal ASTM D 1875
2. Hardness: Shore A 40-44 ASTM C 661
3. Tack Free Time: 30-40 min ASTM C679
L. Urethane Sealant: Manufacturer's gun grade, moisture cured, one component
polyurethane sealant.
1.
1.
Hardness: Shore A 40
ASTM C 920-02
2.
Bond Durability: Pass
ASTM C 920-02
3.
Stain and Color Change:
None ASTM C 920-02
4,
Accelerated Weathering:
Pass ASTM C 920-02
5.
VOC:
85g/L ASTM D 3960-02
M. Silicone Sealant: Manufacturer's low modulus, high performance, one part moisture
curing silicone joint sealant.
1.
Non Volatile Content:
1.
Tensile Strength:
200psi
ASTM D 412-87
2.
Tear Resistance:
40pli
ASTM D 624-86
3.
Stain and Color Change:
None ASTM C 510-77
4.
UV Resistance:
Excellent
ASTM C 794-80
5.
VOC:
0 g/L
ASTM D 3960-02
N. Urethane Sealant Primer: One part, resin based primer formulated to prepare concrete
and masonry surfaces for the application of urethane sealants.
1.
Non Volatile Content:
42% ASTM D 2369
2,
Flash Point:
94degreeF ASTM D 93
3.
VOC:
560 g/L ASTM D 3960
4.
Density:
8lb/gal ASTM D 1875
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O. Urethane Sealant Primer: One part primer formulated to prepare metal and plastic
surfaces for the application of urethane sealants,
1. Non Volatile Content: 5% ASTM D 2369
2, VOC: 233 g/L ASTM D 3960
3. Density: 8.3lb/gal ASTM D 1875
2.06 ADHESIVE MATERIALS
A. General: Adhesive and sealant materials recommended by roofing system manufacturer
for intended use and compatible with roofing membrane.
1. Liquid type auxiliary materials shall comply with VOC limits of authorities having
jurisdiction.
B. Cricket Adhesive: Two component, solvent free, low odor, elastomeric urethane adhesive
formulated to adhere roof insulation to substrate.
1.
Flame Spread Index: 10
ASTM E 84
2.
Smoke Developed Index:
30 ASTM E 84
3.
Asbestos Content: None
EPA 600/R13/116
4.
VOC: Og/L
ASTM D 3960
5.
Tensile Strength: 250psi
ASTM D 412
6.
Peel Adhesion 171bf/in
ASTM D 903
7.
Flexibility: Pass
ASTM D 816
C. Ply and Cap Sheet Adhesive: One part, asbestos free, low volatile, cold applied adhesive
specially formulated for compatibility and use with specified roofing membranes and
flashings.
1.
Asbestos Content:
None EPA 600IR13/116
2.
VOC:
Less than 250g/L
ASTM D 6511
3.
Nonvolatile Content:.
75%
ASTM D 6511
4.
Flash Point:
100degreeF
ASTM D 93
5.
Density:
81b/gal
ASTM D 6511
6.
Uniformity and Consistency:
Pass
ASTM D 6511
7.
Asphalt Content:
40%
ASTM D 6511
2.07 AUXILIARY ROOFING MEMBRANE MATERIALS
A. General: Auxiliary materials recommended by roofing manufacturer for intended use and
compatible with roofing membrane.
B. Fasteners: Factory coated steel fasteners and metal plates meeting corrosion resistance
provisions in FMG 4470, design for fastening roofing membrane components to
substrate, tested by manufacturer for required pullout strength, and acceptable to roofing
system manufacturer.
C. Miscellaneous Accessories: Provide miscellaneous accessories recommended by roofing
system manufacturer.
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2.08 WOOD BLOCKING AND CURBS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
A. Lumber:
1. Douglas Fir free from warping and visible decay, pressure treated with chromate
copper arsenate (CCA) to meet AWPB, LP -22, 0.40 retention, and marked.
a. Wood Nailers: Match insulation height x 6" minimum
b. Curb Height: Minimum W off finished roof surface
B. Woodfiber Cant: 4"x4"
2.09 METAL FLASHING
A. Metal Edge Flashing
1. Galvalume steel coated both sides with a layer of 55% aluminum zinc alloy
coated by the hot dip process per ASTM A792/A792M, 24 gauge.
a. Rise: 3/8"
b. Fascia: Extend 1" further down the fascia board than previous edge
metal.
C. Color to be selected by the Architect.
B. Termination Bar:
1. Aluminum Bar: 1/8" x 1"
C. Counterflashing and Counterflashing Extensions:
1. General: Units of type, material and profile indicated, formed to provide secure
interlocking of separate reglet and counterflashing pieces and compatible with
flashing indicated.
2. Galvanized Steel Sheet: Commercial quality, lock forming, hot dipped galvanized
sheet steel with 0.2% copper complying with ASTM A526, G90 or ASTM A527,
G90. 24 gauge.
3. Masonry Type: Provide with offset top flange for embedment in masonry mortar
joints.
4. Counterflashing Wind Restraint Clips: Provide hold down clips with V kickout to
be installed before counterflashing to prevent wind uplift on the counterflashing
lower edge. Fabricate from galvanized steel of 22 gauge.
D. Piping through roof box and T -tops:
1. Galvanized Steel: Sheet steel with 1.25 oz/sp galvwash surfacing complying with
ASTM A 526-85. 24 gauge.
a. Solder: Neutralize flux after soldering. ASTM B32-29 alloy grade 50A.
2. T -tops must be a minimum of 8" high and have sides and screens.
2.10 MECHANICAL FASTENERS
A. Base sheet to wood deck:
1. Nails: Spiral or annular ring shank, twelve gauge minimum with integral 1" round
metal cap.
2. Acceptable manufacturers:
a. National Nail Corporation, Grand Rapids, MI
b. Simplex Nails, Incorporated, Americus, GA
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B. Wood to wood:
1. Galvanized, common, annular ring nail.
2. Length: Sufficient to penetrate underlay blocking by 1 '/"
C. Wood to masonry:
1. Anchor bolts,'/" diameter with 5/8" washer
D. Galvanized sheet steel to wood blocking:
1. FS FF -N -105B(3) Type ll, Style 20, roofing nails, galvanized steel wire, flat head,
diamond point, round, barbed shank.
2. Length: Sufficient to penetrate wood blocking 1 Y<" minimum.
E. Galvanized sheet steel to galvanized sheet metal (counterflashing extensions):
1. Self tapping sheet metal screws of Y�" length and a minimum #3 diameter, with
5/8" steel/EPDM washer under head.
F. Termination bar to masonry:
1. Lead masonry anchors.
2. Length: Sufficient to penetrate wood blocking 1 '/4" minimum.
G. Drawband:
1. Gold Seal stainless steel worm gear clamp by Murray Corporation, Cockeysville,
MD.
2. Power -Seal stainless steel worm drive clamps by Breeze Clamp Company,
Saltsburg, PCA
2.11 COATING MATERIALS
A. Metal Primer: Water based acrylic metal primer that provides a tough, flexible film for the
protection of steel against corrosion. Must be VOC compliant.
B. Metal Coating: Durable elastomeric acrylic resin weatherproofing coating that will
accommodate metal roof movement.
1. Density: 11.5lb/gal ASTM D 1475
2. Solids by weight: 64% ASTM D1353
3. Elongation: 475% ASTM D 2370
4. Tensile Strength: 190psi ASTM D 2370
C. Water Based Primer: Water-based, polymer modified, asphalt primer.
1. Asbestos Content: None, EPA 600/R13/116
2. Non-volatile Content: 30% ASTM D 2823
3. VOC: 2g/L ASTM D 3960
D. White Roof Coating: Non-fibrated, semi -gloss, water based acrylic roof coating.
1. Asbestos Content: None, EPA 600/R-93/116
2. Non-volatile Content: 48.3% ASTM D 1644
3. VOC: Less than 50g/LASTM D 3960
4. Reflectance: 70% ASTM C 1549
5. Emissivity: 0.75 ASTM C 1370
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PART 3 EXECUTION
3.01 EXAMINATION
A. Substrate inspection:
1. The Applicator shall inspect the substrate for defects such as excessive surface
roughness, contamination, structural inadequacy, or any other condition that will
adversely affect the quality of the work.
2. The substrate shall be clean, smooth, dry, free of flaws, sharp edges, loose and
foreign material, oil and grease. Roofing shall not start until all defects have been
corrected.
3. Verify that roof openings and penetrations are in place and braced and that roof
drains are securely clamped in place.
4. verify that wood blocking, curbs, and nailers are securely anchored to roof deck
at penetration and terminations and that the nailers match thickness of insulation
where occurs.
5. Use sheet metal to cover any irregularities in the wood deck.
3.02 PREPARATION
A. Clean substrate of dust, debris, moisture, and other substances detrimental to roofing
installation according to roofing system manufacturer's written instructions. Remove
sharp projections.
B. Prevent materials from entering and clogging roof drains and conductors and from
spilling or migrating onto surfaces of other construction. Remove roof drain plugs when
no work is taking place or when rain is forecast.
C. Water test all roof drains prior to roof removal. Notify the Owner in writing of any
plumbing problems, drainage issues, or leaks. Contractor must replace any broken or
missing components including drain screens.
D. Protection:
1. Contractor shall be responsible for protection of property during course of work.
Lawn, shrubbery, paved areas, and building shall be protected from damage.
Repair damage at no extra cost to the Owner.
2. Roofing, flashings, membrane repairs, and insulation shall be installed and
sealed in a watertight manner on same day of installation or before arrival of
inclement weather.
3. At start of each work day drains within daily work area shall be plugged. Plugs to
be removed at end of each work day or before the arrival of inclement weather.
4. Preparation work shall be limited to those areas that can be covered with
installed roofing materials on same day and before arrival of inclement weather.
5. Arrange work sequence to avoid use of newly constructed roofing for storage,
walking surfaces, and equipment movement. Move equipment and ground
storage areas as work progresses.
6. Protect building surfaces at set-up areas with tarpaulin. Secure tarpaulin. Spilled
or scattered debris shall be cleaned up immediately. Removed material to be
disposed from roof as it accumulates.
7. At end of each working day, seal removal areas with water stops along edges to
prevent water entry.
8. Provide clean plywood walkways and take other precautions required to prevent
tracking of aggregate/debris from existing membrane into new work area where
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aggregate/debris pieces can be trapped within new roofing membrane.
Contractor shall instruct and police workmen to ensure that aggregate/debris is
not tracked into new work areas on workmen's shoes or equipment wheels.
Discovery of entrapped aggregate/debris within new membrane is sufficient
cause for its rejection.
3.03 INSTALLATION, GENERAL
A. Install roofing system in accordance with manufacturer's recommendations. Have
specification and product data sheets on the job site.
B. Start installation of built-up roofing membrane in presence of roofing system
manufacturer's technical personnel.
C. Cooperate with testing and inspecting agencies engaged or required to perform services
for installing built-up roofing system.
D. Coordinate installing roofing system components so insulation and roofing membrane
sheets are not exposed to precipitation or left exposed at the end of the workday or when
rain is forecast.
1. Provide tie -offs at end of each day's work to cover exposed roofing membrane
sheets and insulation with a course of coated felt set in roofing mastic with joints
and edges sealed.
2. Complete terminations and base flashings and provide temporary seals to
prevent water from entering completed sections of roofing system.
3. Remove and discard temporary seals before beginning work on adjoining
roofing.
E. Cold Process Asphalt Heating
1. An in line heat exchange unit may be used to facilitate application.
a. Do not exceed maximum adhesive temperature of 100 degreeF
2. Heat exchange unit: Use heat transfer oil approved by heating equipment
manufacturer.
3. Follow operation procedures recommended by heating equipment manufacturer.
3.04 CRICKET INSTALLATION
A. Install crickets over the base sheet. Stagger joints from joints in insulation below a
minimum of 6" in each direction.
1. Set each layer of cricket in low rise foam adhesive.
2. Immediately walk in insulation to insure full adhesion.
3. Fill all gaps greater than 114"
4. Install tapered edge strips to insure a smooth transition between any deck
changes or uneven areas.
3.05 BASE SHEET INSTALLATION
A. Install lapped base sheet course, extending sheet over and terminating beyond cants.
Attach base sheet as follows:
1. Mechanically fasten over red rosin sheet at 9" on center along the base ply 4"
overlap and in two rows 18" on center equally spaced and staggered in the field
of the sheet.
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3.06 PLY SHEET INSTALLATION
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
A. Install two lapped course of roofing membrane ply sheet, extending sheet over and
terminating beyond cants. Install in a shingle fashion.
1. Adhere to base sheet in cold applied base sheet adhesive at a rate of 2.5
gallons/100 sq. ft. to from uniform membrane without ply sheets touching.
2. Install a third ply sheet over all ridges and through all valleys and waterways.
3. Immediately broom each ply sheet with a ply width broom to insure full adhesion
without voids.
B. Water test cricket lines, crickets behind curbs, and drain areas for ponding. Correct
ponding greater than'/" with additional cricket material. If ponding cannot be corrected
with additional crickets, tear off roof area and reinstall with larger cricket material. Correct
ponding less than 118" with additional ply sheets.
3.07 SBS MODIFIED BITUMINOUS MEMBRANE INSTALLATION
A. Install modified bituminous roofing membrane cap sheet according to roofing
manufacturer's written instructions, starting at low point of roofing system. Extend roofing
membrane sheets over and terminate beyond cants, installing as follows:
1. Unroll roofing membrane sheets and allow time to relax for a minimum time
period required by manufacturer.
2. Embed ap sheet in cold -applied membrane adhesive applied at a rate of 2
gals/100sq. ft.
3. Roll cap sheet with 751b roller to insure full adhesion.
4. Apply white granules to all bleed out and bitumen marks. Roofs must be left
clean. Apply additional adhesive and white granules to any bitumen that has
dried to insure full embedment.
5. Apply specified polyurethane sealant in the gap between edge metal and edge of
modified membrane.
B. Laps: Accurately align roofing membrane sheets, without stretching, and maintain
uniform side and end laps. Stagger end laps. Install roofing membrane sheets so side
and end laps shed water. Completely bond and seal laps, leaving no voids.
1. Repair tears and voids in laps and lapped seams not completely sealed.
3.08 FLASHING
A. General flashing requirements:
1. Elastomeric Flashing:
a. Adhere elastomeric flashing sheet completely to flashing surface, cant,
and roofing with flashing adhesive. Prime surface as required. Apply
adhesive in full coverage to both the substrate and to the back side of
the flashing membrane. Allow adhesive to dry to the touch.
b. Apply consistent pressure to entire surface of elastomeric flashing sheet
using a steel hand roller to achieve full adhesion of the sheet to the
flashing substrate. Ensure complete bond and continuity without wrinkles
or voids. Lap sheeting ends 4". Fully heat held flashing laps.
C. Elastomeric flashing sheet width: Sufficient to extend at least 6" beyond
toe of cant onto new roof.
d. Seal horizontal edge of elastomeric flashing sheet with a three -course
application of liquid applied flashing system and fiberglass
reinforcement. Prime substrate prior to three -course application.
075216-14 COLD APPLIED BUILT UP ROOFING
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
e. Seal vertical edge under counterflashings with termination bar and butyl
tap secured at 8"on center.
f. Seal vertical edge at curbs with a skirt metal with TF tap secured at 8" on
center.
g. Do not caulk cut edges of elastomeric flashing sheet until they have
been inspected by manufacturer's representative.
2. Hot air heat welding of elastomeric flashing sheet:
a. Wipe both sides of lap surface to be joined with solvent approved by
manufacturer.
b. Adjust welding equipment air temperature prior to start. Utilize steel roller
or weighted wheel on automatic welding equipment to provide pressure
on lap area during heat welding.
C. Maintain air nozzle temperature, nozzle speed, and lap pressure when
joining laps together.
d. Test lap areas to assure proper bonding. Remove lap sample from the
roof. When lap sample is cool, pull test lap apart. When torn, the
reinforcing scrim should become exposed. Patch test areas with new
elastomeric flashing sheet of the same color and style using a minimum
2" lap area.
e. Wipe top of lap seams with approved solvent and apply silicone sealant.
Tool sealant to cover bead.
3. Base flashing height:
a. Not less than 8" without manufacturer's written approval. If height of
base flashing exceeds 30", a batten bar with butyl tape must be installed
at the midpoint of the sheet. Heat weld a strip of elastomeric flashing
sheet over the batten bar.
4. Two ply stripping for metal flanges:
a. Set flange in modified mastic. Seal flange with two stripping plies
embedded in specified adhesive. Extend first ply a minimum 8" beyond
flange and the second 14". Carefully rub in the ply to insure complete
adhesion.
B. Curb flashings:
1. Curbs must be a minimum of 18" from any other flashing detail and must be a
minimum of 8" off the finished roof surface including crickets.
2. Install elastomeric flashing sheet as described in general flashing requirements
section.
3. Extend flashing sheet to completely cover solid topped curbs.
4. Secure top edge of flashing membrane to vertical substrate with skirt metal and
one layer of butyl tape secured 8" on center maximum.
5. Wipe top of bar clean with metal cleaner. Prime metal surface to receive sealant
with metal primer. Allow to dry.
6. Caulk top of bar with polyurethane sealant. Provide watershed. Tool neatly.
7. Seal all holes, screws, and penetrations on equipment with polyurethane sealant.
C. Wall flashing:
1. Minimum height of base flashing 8"
2. Adhere cant strip to flashing base in a continuous application of adhesive.
3. Install elastomeric base flashing described in general flashing requirements
section.
4. Secure top edge of flashing membrane to vertical substrate with termination bar
and on layer of butyl tape secured 8" on center maximum.
5. Wipe top of bar clean with metal cleaner. Prime metal surface to receive sealant
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CITY OF NEWPORT BEACH
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MAINTENANCE BUILDING
with metal primer. Allow to dry.
6.
Caulk top of bar with polyurethane sealant. Provide watershed. Tool neatly.
D. Plumbing vents and pipe penetrations:
1.
Penetrations must be a minimum of 18" from any other flashing detail and must
be a minimum of 8" off the finished roof surface including crickets.
2.
Wedge plumbing vent and pipe penetrations tight against deck.
3.
Seal base of penetrations with polyurethane mastic within 24 hours of cap
installation.
4.
Install manufacturer's liquid applied flashing system for penetrations. Prime
substrates prior to flashing installation.
5.
Install pelican hood, NRCA MB -15, for multiple pipes coming through the deck in
the same location.
E. Roof drains:
1. Install roof system as specified.
2. Install liquid applied flashing system over drain sumps and into the drain bowl.
Clean and prime substrates prior to flashing installation.
3. Clamp roofing system and drain flashing with clamping ring. Insure bolts and
washers are tight.
4. Test all drains for proper flow and water tightness. Correct defects.
F. Scupper drains:
1. Inspect nailers to assure proper attachment and configuration.
2. Install base and ply sheets as specified.
3. Install new 22 gauge galvanized scuppers set in a Y<" bed of fibrated mastic.
Assure all box seams are closed and soldered.
4. Fasten flange of scupper every 3" on center staggered.
5. Prime at a rate of 200 sq. ft. per gallon.
6. Install two ply stripping for metal flanges as described in general flashing
requirements section.
7. Install base flashing as described in general flashing requirements extending
through the scupper.
8. Install a face plate and seal the outside of the scupper with polyurethane sealant.
Use colored sealant matching the color of the wall.
G. Overflow scuppers:
1. Inspect nailers to assure proper attachment and configuration.
2. Install roof system and base flashing as specified.
3. install new clad metal scupper. Assure all box seams sealed.
4. Fasten flange of scupper every 3" on center staggered.
5. Strip in and seal with elastomeric membrane.'
6. Install a face plate and seal the outside of the scupper with polyurethane sealant.
Use colored sealant matching the color of the wall.
3.09 COATING INSTALLATION
A. Coat all sheet metal pans, vents, counterflashings, and other metal components with
metal coating. Properly prepare surfaces per manufacturer's written instructions and
prime with metal primer.
1. Seal all fastener heads, seams, and holes over metal with polyester backed butyl
tape prior to coating.
075216-16 COLD APPLIED BUILT UP ROOFING
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
B. Allow roof system to cure 28 days after modified cap sheet installation. Power wash roof
system to remove all debris.
C. Prime roof system at a rate of 300 square feet per gallon. Back roil primer.
D. Apply coating in two coats at 1.5 gallons per 100 sq. ft. per coat over roof system,
flashings, and metal components.
1. Back roll coating to insure an even application over all surfaces.
2. Roofs to be left clean.
E. Fill in any bird baths with aliphatic urethane top coat.
3.10 FIELD QUALITY CONTROL
A. Final Roof Inspection: Arrange for roofing system manufacturer's technical personnel to
inspect roofing installation on completion and submit report to Owner.
B. Repair or remove and replace components of roofing system where test results or
inspections indicate that they do not comply with specified requirements.
C. Additional testing and inspecting at Contractor's expense, will be performed to determine
compliance of replaced or additional work with specified requirements.
3.11 PROTECTING AND CLEANING
A. Protect roofing system from damage and wear during remainder of construction period.
When remaining construction will not affect or endanger roofing, inspect roofing for
deterioration and damage, describing its nature and extent in a written report, with copies
to Owner.
B. Correct deficiencies in or remove roofing system that does not comply with requirements,
repair substrates, and repair or reinstall roofing system to a condition free of damage and
deterioration at time of Substantial Completion and according to warranty requirements.
C. Clean overspray and spillage from adjacent construction walls, conduit, mechanical
equipment, and all other areas using cleaning agents and procedures recommended by
manufacturer of affected construction.
END OF SECTION
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CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 07 6200
SHEET METAL FLASHING AND TRIM
PART 1GENERAL
1.01 SECTION INCLUDES
RM ARCHITECTURE
MARCH, 2014
A. Fabricate sheet metal items, including flashing, counter flashings, and other items
indicated on the Drawings.
1.02 RELATED REQUIREMENTS
A. Section 07 5216 — Cold Applied Built Up Roofing
B. Section 09 9000 — Painting and Coating
1.03 REFERENCE STANDARDS
A. ASTM A 653/A 653M — Standard Specification for Steel Sheet, Zinc -Coated (Galvanized)
or Zinc -Iron Ally -Coated (Galvannealed) by the Hot -Dip Process; 2006a.
B. ASTM B 32 — Standard Specification for Solder Metal; 2004.
C. ASTM B 209 — Standard Specification for Aluminum and Aluminum -Alloy Sheet and
Plate; 2006.
D. ASTM D 4586 — Standard Specification for Asphalt Roof Cement, Asbestos -Free; 2000.
E. SMACNA (ASMM) — Architectural Sheet Metal Manual; Sheet Metal and Air Conditioning
Contractor's National Association; 2003.
1.04 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
B. Shop Drawings: Indicate material profile, jointing pattern, jointing details, fastening
methods, flashings, terminations, and installation details.
1.05 QUALITY ASSURANCE
A. Perform work in accordance with SMACNA Architectural Sheet Metal Manual
requirements and standard details, except as otherwise indicated.
B. Upon request of the Architect, demonstrate by hose or standing water that all flashing
and sheet metal is completely watertight.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Stack material to prevent twisting, bending, and abrasion, and to provide ventilation.
Slope metal sheets to ensure drainage.
B. Prevent contact with materials which may cause discoloration or staining.
SHEET METAL FLASHING AND TRIM 076200-1
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MARCH, 2014
1.07 PROJECT COORDINATION
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
A. Coordinate work of this section with interfacing and adjoining work for proper sequencing
of each installation. Ensure best possible weather resistance and durability of work and
protection of materials.
PART 2 PRODUCTS
2.01 SHEET MATERIALS
A. Galvanized Steel: ASTM A 653/a 653M, with G90/Z275 zinc coating; minimum 0.02 inch
thick base metal.
1. All galvanized sheet products shall have a zinc coating applied by hot -dip
process to all surfaces.
2. At galvanized sheet metal products to be painted (as shown on the Drawings),
provide an AZ -50 coating.
3. At galvanized sheet metal products that will not be painted (as shown on the
Drawings), provide an AZ -55 finish with a clear acrylic coating.
2.02 ACCESSORIES
A. Fasteners: Galvanized steel, with soft neoprene washers.
B. Primer: Galvanized iron type.
C. Sealant: Type as specified in Section 07 9000.
D. Plastic Cement: ASTM D 4586, Type I.
E. Solder: ASTM B32; Sn50 (50/50) type.
Bituminous Coating: SSPC, Paint 12, solvent type bituminous mastic, nominally free of
sulfur, compounded for 15 mil dry film thickness per coat.
G. Mastic Sealant: Polysobutylene, nonharding, nonskinning, nondrying, nonmigrating
solvent.
2.03 FABRICATION
A. Form sections true to shape, accurate in size, square, and free from distortion or defects.
B. Form pieces in longest possible lengths.
C. Hem exposed edges on underside'/ inch; miter and seam corners.
D. Form material with flat lock seams, except where otherwise indicated. At moving joints,
use sealed lapped, bayonet-type or interlocking hooked seams.
E. Fabricate corners from one piece with minimum 18 inch long legs; seam for rigidity, seal
with sealant.
076200-2 SHEET METAL FLASHING AND TRIM
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FACILITY MAINTENANCE
F. Fabricate vertical faces with bottom edge formed outward 1/4 inch and hemmed to form
drip.
G. Fabricate flashings to allow toe to extend 2 inches over roofing gravel. Return and brake
edges.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify roof openings, curbs, pipes, sleeves, ducts, and vents through roof are solidly set,
reglets in place, and nailing strips located.
Verify roofing termination and base flashings are in place, sealed, and secure.
3.02 INSTALLATION
A. Secure flashings in place using concealed fasteners. Use exposed fasteners only where
permitted.
B. Apply plastic cement compound between metal flashings and felt flashings.
C. Fit flashings tight in place. Make corners square, surfaces true and straight in planes,
and lines accurate to profiles.
D. Solder metal joints for full metal surface contact. After soldering, wash metal clean with
neutralizing solution and rinse with water.
END OF SECTION
SHEET METAL FLASHING AND TRIM 076200-3
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BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
SECTION 07 7123
GUTTERS AND DOWNSPOUTS
PART 1GENERAL
1.01 PROJECT
A. Galvanized steel gutters and downspouts.
B. Precast concrete splash pads
1.02 RELATED SECTIONS
A. Section 07 5216 — Cold Applied Built Up Roofing
B. Section 09 9000 — Painting and Coating
1.03 REFERENCES
A. ASTM A 653A/653M — Standard Specification for Steel Sheet, Zinc -Coated (Galvanized)
or Zinc Iron Alloy Coated (Galvannealed) by the Hot Dip Process; 2006a.
B. SMACNA (ASMM) — Architectural Sheet Metal Manual; Sheet Metal and Air Conditioning
Contractor's National Association; 2003.
1.04 DESIGN REQUIREMENTS
A. Conform to SMACNA Architectural Sheet Metal Manual for sizing components for rainfall
intensity determined by a storm occurrence of 1 in 5 years.
1.05 SUBMITTALS
A. See Section 01 3000 — Administrative Requirements for submittal procedures.
B. Shop Drawings: Indicate locations, configurations, jointing methods, fastening methods,
locations, and installation details.
C. Product Data: Provide data on prefabricated components.
1.06 DELIVERY, STORAGE, AND PROTECTION
A. Stack material to prevent twisting, bending, or abrasion, and to provide ventilation. Slope
to drain.
B. Prevent contract with materials that could cause discoloration, staining, or damage.
1.07 PROJECT COORDINATION
A. Coordinate the work with downspout discharge pipe inlet.
GUTTERS AND DOWNSPOUTS 077123-1
RM ARCHITECTURE CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
PART 2 PRODUCTS
2.01 MATERIALS
A. Galvanized Steel Sheet: ASTM A 653/A 653M, with G90/Z275 zinc coating; minimum
0.02 inch thick base metal.
2.02 COMPONENTS
A. Gutters: SMACNA rectangular style profile, Type F, Figure 1-2.
B. Downspouts: SMACNA Round profile, Figure 1-32A.
C. Anchors and Supports: Profiled to suit gutters and downspouts.
1. Anchoring Devices: In accordance with SMACNA requirements.
2. Gutter Supports: Brackets, Figure 1-19A with bracket.
3. Downspout Supports: Brackets, Figure 1-35A
D. Scuppers:
1. In accordance with SMACNA requirements.
2. Scupper and flashing, Figures 1-26A, 1-26B, and 1-27A with detail 2 alternate.
2.03 ACCESSORIES
A. Splash Pads: Precast concrete type, size, and profiles indicated; minimum 3000 psi at 28
days, with minimum 5 air entrainment.
1. Provide at grade levels where downspouts do not connect directly to storm
drainage system.
2.04 FABRICATION
A. Form gutters and downspouts of profiles and size indicated.
B. Fabricate with required connection pieces.
C. Form sections square, true, and accurate in size, in maximum possible lengths, free of
distortion or defects detrimental to appearance or performance. Allow for expansion at
joints.
D. Hem exposed edges of metal.
E. Fabricate gutter and downspout accessories, seal watertight.
2.05 FACTORY FINISHING
A. Prime Coat: Finish concealed side of metal sheets with primer compatible with finish
system, as recommended by finish system manufacturer.
077123-2 GUTTERS AND DOWNSPOUTS
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify that surfaces are ready to receive work.
3.02 PREPARATION
A. Paint concealed metal surfaces and surfaces in contact with dissimilar metals with
protective backing to a minimum dry film thickness of 15 mil.
3.03 INSTALLATION
A. Install gutters, downspouts, and accessories in accordance with manufacturer's
instructions.
B. Join lengths with formed seams sealed watertight. Flash and seal gutters to downspouts
and accessories.
C. Set splash pads under downspouts.
END OF SECTION
GUTTERS AND DOWNSPOUTS 077123-3
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BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
SECTION 07 9005
JOINT SEALERS
PART 1GENERAL
1.01 SECTION INCLUDES
A. Sealants and joint backing.
1.02 REFERENCE STANDARDS
A. ASTM C 834 - Standard Specification for Latex Sealants; 2005.
B. ASTM C 920 - Standard Specification for Elastomeric Joint Sealants; 2005.
C. ASTM C 1193 - Standard Guide for Use of Joint Sealants; 2009.
D. SCAQMD 1168 - South Coast Air Quality Management District Rule No. 1168; current
edition; www.agmd.gov.
1.03 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data indicating sealant chemical characteristics.
1.04 FIELD CONDITIONS
A. Maintain temperature and humidity recommended by the sealant manufacturer during
and after installation.
1.05 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty requirements.
B. Correct defective work within a five year period after Date of Substantial Completion.
C. Warranty: Include coverage for installed sealants and accessories which fail to achieve
airtight seal, exhibit loss of adhesion or cohesion, or do not cure.
PART 2 PRODUCTS
2.01 SEALANTS
A. Sealants and Primers - General: Provide only products having lower volatile organic
compound (VOC) content than required by South Coast Air Quality Management District
Rule No.1168.
JOINT SEALERS 079005-1
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BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
B. General Purpose Exterior Sealant: Acrylic, solvent release curing; ASTM C 920, Grade
NS, Class 12-1/2, Uses M, G, and A; single or multi- component.
1. Color: To be selected by Architect from manufacturer's standard range.
2. Applications: Use for:
a. Control, expansion, and soft joints in masonry.
b. Joints between concrete and other materials.
C. Joints between metal frames and other materials.
d. Other exterior joints for which no other sealant is indicated.
C. General Purpose Interior Sealant: Acrylic emulsion latex; ASTM C 834, Type OP, Grade
NF single component, paintable.
1. Color: To be selected by Architect from manufacturer's standard range.
2. Applications: Use for:
a. Interior wall and ceiling control joints.
b. Joints between door and window frames and wall surfaces.
C. Other interior joints for which no other type of sealant is indicated.
D. Interior Floor Joint Sealant: Polyurethane, self -leveling; ASTM C 920, Grade P, Class
25, Uses T, M and A; single component.
1. Color: To be selected by Architect from manufacturer's standard range.
2. Applications: Use for:
a. Expansion joints in floors.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that substrate surfaces are ready to receive work.
B. Verify that joint backing and release tapes are compatible with sealant.
3.02 PREPARATION
A. Remove loose materials and foreign matter that could impair adhesion of sealant.
B. Clean and prime joints in accordance with manufacturer's instructions.
C. Perform preparation in accordance with manufacturer's instructions and ASTM C 1193.
D. Protect elements surrounding the work of this section from damage or disfigurement.
3.03 INSTALLATION
A. Perform work in accordance with sealant manufacturer's requirements for preparation of
surfaces and material installation instructions.
B. Perform installation in accordance with ASTM C 1193.
C. Measure joint dimensions and size joint backers to achieve width -to -depth ratio, neck
dimension, and surface bond area as recommended by manufacturer, except where
specific dimensions are indicated.
079005-2 JOINT SEALERS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
D. Install bond breaker where joint backing is not used.
RM ARCHITECTURE
MARCH, 2014
E. Install sealant free of air pockets, foreign embedded matter, ridges, and sags.
Apply sealant within recommended application temperature ranges. Consult
manufacturer when sealant cannot be applied within these temperature ranges.
G. Tool joints concave.
3.04 CLEANING
A. Clean adjacent soiled surfaces.
3.05 PROTECTION
A. Protect sealants until cured.
END OF SECTION
JOINT SEALERS 079005-3
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 08 1113
HOLLOW METAL DOORS AND FRAMES
PART 1GENERAL
1.01 SECTION INCLUDES
A. Non -fire -rated steel doors and frames.
B. Thermally insulated steel doors.
1.02 RELATED REQUIREMENTS
A. Section 08 7100 - Door Hardware.
B. Section 09 9000 - Painting and Coating: Field painting.
1.03 REFERENCE STANDARDS
RM ARCHITECTURE
MARCH, 2014
A. ANSI/ICC A117.1 - American National Standard for Accessible and Usable Buildings and
Facilities; International Code Council; 2003.
B. ANSI A250.8 - SDI -100 Recommended Specifications for Standard Steel Doors and
Frames; 2003.
C. ANSI A250.10 - Test Procedure and Acceptance Criteria for Prime Painted Steel
Surfaces for Steel Doors and Frames; 1998 (R2004).
D. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc -Coated (Galvanized)
or Zinc -Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process; 2009.
E. BHMA Al 56.115 - Hardware Preparation in Steel Doors and Steel Frames; 2006.
F. NAAMM HMMA 840 - Guide Specifications for Installation and Storage of Hollow Metal
Doors and Frames; The National Association of Architectural Metal Manufacturers; 2007.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements for submittal procedures.
B. Product Data: Materials and details of design and construction, hardware locations,
reinforcement type and locations, anchorage and fastening methods, and finishes; and
one copy of referenced grade standard.
C. Shop Drawings: Details of each opening, showing elevations, glazing, frame profiles,
and identifying location of different finishes, if any.
HOLLOR METAL DOORS AND FRAMES 081113-1
RM ARCHITECTURE CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
1.05 DELIVERY, STORAGE, AND HANDLING
A. Store in accordance with NAAMM HMMA 840
B. Protect with resilient packaging; avoid humidity build-up under coverings; prevent
corrosion.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Steel Doors and Frames:
1. Windsor Republic Doors: www.republicdoor.com.
2. Steelcraft: www.steeleraft.com.
3. Ceco Door Products; www.cecodoor.com.
4. Substitutions: Not permitted.
2.02 DOORS AND FRAMES
A. Requirements for All Doors and Frames:
1. Accessibility: Comply with ANSI/ICC A117.1.
2. Door Tap Closures: Flush with top of faces and edges.
3. Door Texture: Smooth faces.
4. Hardware Preparation: In accordance with BHMA Al 56.115, with reinforcement
welded in place, in addition to other requirements specified in door grade
standard.
5. Finish: Factory primed, for field finishing.
B. Combined Requirements: If a particular door and frame unit is indicated to comply with
more than one type of requirement, comply with all the specified requirements for each
type; for instance, an exterior door that is also indicated as being sound -rated must
comply with the requirements specified for exterior doors and for sound -rated doors;
where two requirements conflict, comply with the most stringent.
2.03 STEEL DOORS
A. Exterior Doors:
1. Grade: ANSI A250.8 Level 3, physical performance Level A, Model 2, seamless.
2. Galvanizing: All components hot -dipped zinc -iron alloy -coated (galvannealed) in
accordance with ASTM A 653/A 653M, with manufacturer's standard coating
thickness.
B. Interior Doors, Non -Fire -Rated:
1. Grade: ANSI A250.8 Level 2, physical performance Level B, Model 1, full flush.
081113-2 HOLLOW METAL DOORS AND FRAMES
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
2.04 STEEL FRAMES
RM ARCHITECTURE
MARCH, 2014
A. General:
1. Comply with the requirements of grade specified for corresponding door.
a. ANSI A250.8 Level 1 Doors: 16 gage frames.
b. ANSI A250.8 Level 3 Doors: 14 gage frames.
2. Finish: Same as for door.
3. Provide mortar guard boxes for hardware cut-outs in frames to be installed in
masonry or to be grouted.
4. Frames in Masonry Walls: Size to suit masonry coursing with head member 4
inches (100 mm) high to fill opening without cutting masonry units.
5. Anchors:
a. In masonry walls, provide 0.156 inch thick wire-type or with adjustable 16
gauge, A60 T -strap not less than 2 inch x 10 inch.
b. Floor anchors to be 14 gauge welded to inside of jamb.
B. Exterior Door Frames: Face welded, seamless with joints filled.
1. Galvanizing: All components hot -dipped zinc -iron alloy -coated (galvannealed) in
accordance with ASTM A 653/A 653M, with manufacturer's standard coating
thickness.
2. Weatherstripping: Separate, see Section 08 7100.
C. Interior Door Frames, Non -Fire -Rated: Fully welded type.
1. Terminated Stops: Provide at all interior doors; closed end stop terminated 6
inches (150 mm) above floor at 45 degree angle.
2.05 ACCESSORY MATERIALS
A. Louvers: Roll formed steel with overlapping frame; finish same as door components;
factory -installed.
B. Grout for Frames: Portland cement grout of maximum 4 -inch slump for hand troweling;
thinner pumpable grout is prohibited.
C. Temporary Frame Spreaders: Provide for all factory- or shop -assembled frames.
2.06 FINISH MATERIALS
A. Primer: Rust -inhibiting, complying with ANSI A250.10, door manufacturer's standard.
B. Bituminous Coating: Asphalt emulsion or other high -build, water-resistant, resilient
coating.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify that opening sizes and tolerances are acceptable.
HOLLOR METAL DOORS AND FRAMES 081113-3
RM ARCHITECTURE CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
3.02 PREPARATION
A. Coat inside of frames to be installed in masonry or to be grouted, with bituminous
coating, prior to installation.
3.03 INSTALLATION
A. Install in accordance with the requirements of the specified door grade standard and
NAAMM HMMA 840.
B. Coordinate frame anchor placement with wall construction.
C. Grout frames in masonry construction, using hand trowel methods; brace frames so that
pressure of grout before setting will not deform frames.
D. Coordinate installation of hardware.
E. Touch up damaged factory finishes.
3.04 ADJUSTING
A. Adjust for smooth and balanced door movement.
END OF SECTION
081113-4 HOLLOW METAL DOORS AND FRAMES
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 08 3323
OVERHEAD COILING DOORS
PART 1GENERAL
1.01 SECTION INCLUDES
RM ARCHITECTURE
MARCH, 2014
A. Overhead coiling doors, operating hardware, exterior, automatic operation, electrical
wiring, conduit, and disconnect switches.
1.02 RELATED SECTIONS
A. Section 26 0000 for related electrical work.
1.03 REFERENCE STANDARDS
A. ASTM A 653(A 653M - Standard Specification for Steel Sheet, Zinc -Coated (Galvanized)
or Zinc -Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process; 2009.
B. ASTM B-117 - Standard Practice for Operating Salt Spray (Fog) Apparatus.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide general construction, component connections and details.
C. . Shop Drawings: Indicate pertinent dimensioning, anchorage methods, hardware
locations, and installation details.
D. Manufacturer's Instructions: Indicate installation sequence and procedures, adjustment
and alignment procedures.
1.05 QUALITY ASSURANCE
A. Overhead coiling doors shall be designed to a standard maximum of 25 cycles per day
and an overall maximum of 50,000 operating cycles for the lifeof the door.
B. Overhead coiling doors are to be installed by a manufacturer's authorized representative.
1.06 WARRANTY
A. Rolling service door shall be warranted for a period of two (2) years from date of
substantial completion.
OVERHEAD COILING DOORS 083323-1
RM ARCHITECTURE
MARCH, 2014
PART 2 PRODUCTS
2.01 MANUFACTURERS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
A. Overhead Coiling Doors:
1. The Cookson Company; Product JCM Gearhead Motor Operated Service Door:
www. cookson door. com.
2. Substitutions: See Section 01 6000 - Product Requirements.
2.02 COILING DOORS
A. Exterior Coiling Doors: Steel slat curtain.
1. Capable of withstanding positive and negative wind loads of 20 psf (940 Pa),
without undue deflection or damage to components.
a. Provide windlocks
2. Single thickness slats.
3. Slat Size: 2 1/4 inches wide x 5/8 inches deep x required length.
4. Finish: Factory painted, color as selected.
5.
6.
7.
8.
9.
2.03 MATERIALS
a. Provide manufacturer's standard ColorCote system consisting of the
following:
L Hot dipped galvanized G-90 coating in accordance with ASTM
A-653.
ii. Bonderized coating for prime coat adhesion.
iii. Factory applied Thermosetting Powder Coating applied with a
minimum thickness of 2 mils.
iv. Exhibit no corrosion in accordance with ASTM B-117 for 1,000
hours.
b. Submit full color line for selection of color by Architect.
Guides: 4 steel angles bolted together with 3/8" fasteners; galvanized steel.
Hood Enclosure: Manufacturer's standard; primed steel.
Mounting: As indicated.
Exterior lock and latch handle.
Guide and header seal with bottom astragal.
A. Curtain Construction: Interlocking slats.
1. Slat Ends: Alternate slats fitted with end locks to act as wearing surface in
guides and to prevent lateral movement.
2. Curtain Bottom: Fitted with angles to provide reinforcement and positive contact
in closed position.
3. Weatherstripping: Moisture and rot proof, resilient type, located at jamb edges,
bottom of curtain, and where curtain enters hood enclosure of exterior doors.
B. Steel Slats: Minimum 22 gage ASTM A 653/A 653M galvanized steel sheet.
C. Guide Construction: Continuous, of profile to retain door in place, mounting brackets of
same metal.
083323-2 OVERHEAD COILING DOORS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
RM ARCHITECTURE
MARCH, 2014
D. Steel Guides: 3 steel angles bolted together with 3/8 inch fasteners to form a channel
with an extruded vinyl snap -on weatherstripping continuously along the exterior leg of the
guide. The wall angle portion shall be continuous and fastened to the surrounding
structure with either minimum 1/2 inch fasteners or welds, both on 36 inches on center.
1. Galvanizing: Minimum G90/Z275 coating.
E. Hood Enclosure: Internally reinforced to maintain rigidity and shape.
1. Minimum 24 gage.
Hardware:
1. Latching: Inside mounted, adjustable keeper, spring activated latch bar with
feature to keep in locked or retracted position.
2. Latch Handle: Interior and exterior handle.
G. Roller Shaft Counterbalance: Steel pipe and helical steel spring system, capable of
producing torque sufficient to ensure smooth operation of curtain from any position and
capable of holding position at mid -travel; with adjustable spring tension; requiring 25 Ib
(10 kg) nominal force to operate.
2.03 OPERATION
A. Door shall operate at a speed of 2/3 foot per second by an open drip -proof electric motor
with gear reducer in oil bath. The motor operator shall included a geared limit switch, and
an electrically interlocked emergency chain operator. The motor starter shall be housed
in a NEMA 1 housing and include a magnetic reversing starter size 0, a 24 volt control
transformer, and complete terminal strip to facilitate field wiring.
1. The motor operator shall be activated from the inside by a 3 -button push button
station in a NEMA 1 enclosure and at the exterior as noted on the electrical
drawings.
2. The motor shall be size as required and shown on electrical single line diagram
and mounted to the door bracket as required by the manufacturer.
3. All motor operators shall be UL Listed.
B. The service door shall include a rolling door safety edge system.
1. Safety edge shall be installed on the bottom bar of the door and shall
automatically reverse the door if the device detects an obstruction in the
downward travel of the door.
2. Safety edge shall consist of a rubber boot attached below the bottom bar with an
electrical switch secured to the back of the bottom bar. The safety edge shall
operate with air wave technology and shall not rely on pneumatic pressure or
electrical strip contacts to operate properly.
3. Safety edge shall not be subject to interferences by temperature, barometric
pressure, water infiltration, or cuts in the rubber boot.
4. Safety edge shall be connected to the motor operator with a coil cord.
OVERHEAD COILING DOORS 083323-3
RM ARCHITECTURE CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that opening sizes, tolerances and conditions are acceptable.
3.02 INSTALLATION
A. Install units in accordance with manufacturer's instructions.
B. Use anchorage devices to securely fasten assembly to wall construction and building
framing without distortion or stress.
C. Securely and rigidly brace components suspended from structure. Secure guides to
structural members only.
D. Fit and align assembly including hardware; level and plumb, to provide smooth operation.
E. Coordinate installation of sealants and backing materials at frame perimeter as specified
in Section 07 9005.
3.03 TOLERANCES
A. Maintain dimensional tolerances and alignment with adjacent work.
B. Maximum Variation From Plumb: 1/16 inch (1.5 mm).
C. Maximum Variation From Level: 1/16 inch (1.5 mm).
D. Longitudinal or Diagonal Warp: Plus or minus 1/8 inch per 10 ft (3 mm per 3 m) straight
edge.
3.04 ADJUSTING
A. Adjust operating assemblies for smooth and noiseless operation.
3.05 CLEANING
A. Clean installed components.
B. Remove labels and visible markings.
END OF SECTION
083323-4 OVERHEAD COILING DOORS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 08 6250
TUBULAR DAYLIGHTING DEVICE
PART 1GENERAL
1.01 SECTION INCLUDES
RM ARCHITECTURE
MARCH, 2014
A. Tubular daylighting device, consisting of roof dome, reflective tube, and diffuser
assembly.
1.02 RELATED SECTIONS
A. Section 07 5216 — Cold Applied Built Up Roofing
B. Section 07 6200 — Sheet Metal and Flashing
1.03 REFERENCE STANDARDS
A. ASTM A 463/A 463M — Standard Specification for Steel Sheet, Aluminum Coated by Hot
Dip Process; 2006.
B. ASTM A 6531A 653M - Standard Specification for Steel Sheet, Zinc -Coated (Galvanized)
or Zinc -Iron Alloy -Coated (Galvannealed) by the Hot -Dip Process; 2009.
C. ASTM A 792/A 792M — Standard Specification for Steel Sheet, 55% Aluminum Zinc
Alloy -Coated by the Hot Dip Process
D. ASTM E 283 — Test Method for Rate of Air Leakage Through Exterior Windows, Curtain
Walls, and Doors Under Specified Pressure Difference Across the Specimen; 2004.
E. ASTM E 547 — Test Method for Water Penetration of Exterior Windows, Skylights, Doors
and Curtain Walls by Cyclic Air Pressure Difference; 2000.
F. ICC AC -16 — Acceptance Criteria for Plastic Skylights; 2008
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Manufacturer's data sheets on each product to be used, including:
1. Preparation instructions and recommendations.
2. Storage and handling requirements and recommendations.
3. Installation methods.
C. Shop Drawings: Submit shop drawings showing layout, profiles and product
components, including anchorage, flashing, and accessories.
D. Test Reports: Independent testing agency or evaluation service reports verifying
compliance with specified performance requirements.
TUBULAR DAYLIGHTING DEVICE 086250-1
RM ARCHITECTURE CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
1.05 DELIVERY, STORAGE, AND HANDLING
A. Store products in manufacturer's unopened packaging until ready for installation
B. Store and dispose of solvent -based materials, and materials used with solvent -based
materials, in accordance with requirements of local authorities having jurisdiction.
1.05 QUALITY ASSURANCE
A. Manufacturer's Qualification: Engaged in manufacturer of tubular daylighting devices for
a minimum of 15 years.
B. Overhead coiling doors are to be installed by a manufacturer's authorized representative.
1.06 PERFORMANCE REQUIREMENTS
A. Completed tubular daylighting device assemblies shall be capable of meeting the
following performance requirements:
1. Air Infiltration Test: Air infiltration will not exceed 0.30 cfm/sf aperture with a
pressure delta of 1.57 psf across the tube when tested in accordance with ASTM
E 283.
2. Water Resistance Test: No uncontrolled water leakage at 10.5 psf pressure
differential with water rate of 5 gallons per hour per square foot when tested in
accordance with ASTM E 547.
3. Uniform Load Test:
a. No breakage, permanent damage to fasteners, hardware, parts, or
damage to make daylighting system inoperable or cause excessive
permanent deflection of any section when tested at a Positive Load of
150psf or Negative Load of 70 psf.
b. All units shall be tested with a safety factor of 3 for positive pressure and
2 for negative pressure, acting normal to plane of roof in accordance with
ASTM E 330.
i r'�ii.r1
A. Tubular daylighting device manufacturer's standard 10 year warranty.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Tubular Daylighting Device:
1. Solatube International; Product 330 DS -0 Open Ceiling 21" diameter:
www.solatube.com.
2. Substitutions: See Section 016000 - Product Requirements.
2.02 TUBULAR DAYLIGHTING DEVICES
A. General: Transparent roof -mounted skylight dome and self -flashing curb, reflective tuve,
and ceiling level diffuser assembly, transferring sunlight to interior spaces complying with
ICC AC -16.
086250-2 TUBULAR DAYLIGHTING DEVICE
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
RM ARCHITECTURE
MARCH, 2014
B. Roof Dome Assembly:
1. Transparent, UV and impact resistant dome with flashing base supporting dome
and top of tube.
2. Glazing: Type DA, 0.143 inch minimum thickness injection molded acrylic
classified as CC@ material; UV inhibiting, impact modified acrylic blend.
3. Light Tracker Reflector: Aluminum sheet, thickness 0.015 inch with Spectralight
Infinity. Positioned in the dome to capture low angle sunlight.
4. Roof Flashing Base:
a. One Piece: One piece, seamless, leak -proof flashing functioning as base
support for dome and top of tuve. Sheet steel, corrosion resistant
conforming to ASTM A 653/A 653M or ASTM A 463/A 463M. or ASTM A
792/A 792M, 0.028 inch polus or minus 0.006 inch thick.
L Base Style: Type F4, self mounted, 4 inches high.
5. Tube Ring: Attached to top of base section; 0.090 inch nominal thickness
injection molded high impact PVC, to prevent thermal bridging between base
flashing and tubing and channel condensed moisture out of tubing.
6. Tube Ring Seal: Attached to the base of the dome ring, butyl glazing rope, 0.24
inch diameter to minimize air infiltration.
7. Dome Seal: Adhesive backed weatherstrip, 0.63 inch tall by 0.28 inch.
8. Reflective Tubes: Aluminum sheet, thickness 0.018 inch.
a. Interior Finish: Spectralight Infinity high reflectance specular finish on
exposed reflective surface. Specular reflectance for visible spectrum
greater than 99%. Total solar spectrum reflectance less than 80.2%.
9. Diffuser Assembly: Diffuser attached directly to bottom of tube.
2.03 ACCESSORIES
A. Fasteners: Same material as metals being fastened, non-magnetic steel, non -corrosive
metal of type recommended by manufacturer, or injection molded nylon.
B. Suspension Wire: Steel, annealed, galvanized finish, size and type for application and
ceiling system requirement.
C. Sealant: Polyurethane or copolymer based elastomeric sealant as provided or
recommended by the manufacturer.
PART 3 EXECUTION
3.01 EXAMINATION
A. Do not begin installation until substrates have been properly prepared.
B. if substrate preparation is the responsibility of another installer, notify Architect of
unsatisfactory preparation before proceeding.
3.02 PREPARATION
A. Clean surfaces thoroughly prior to installation.
B. Prepare surfaces using the methods recommended by the manufacturer for achieving
the best result for the substrate under the project conditions.
TUBULAR DAYLIGHTING DEVICE 08 6250.3
RM ARCHITECTURE CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
3.03 INSTALLATION
A. Install units in accordance with manufacturer's instructions.
B. After installation of first unit, field test to determine adequacy of installation. Conduct
water test in presence of Owner, Architect, or Contractor, or their designated
representative. Correct if needed before proceeding with installation of subsequent units.
3.04 PROTECTION
A. Protect installed products until completion of project.
B. Touch-up, repair or replace damaged products prior to Substantial Completion.
END OF SECTION
086250-4 TUBULAR DAYLIGHTING DEVICE
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
B. Replacements — In the event of damage, including water intrusion, immediately make all
repairs and replacements necessary to the approval of the Architect and at no additional
cost to the Owner,
C. Delivery
1. Package hardware items individually; group small items together, label and
identify; package with door opening code to match hardware schedule. Identify
location of each door opening. Deliver in strong sturdy containers.
1.07 WARRANTY
A. See Section 01 7800 - Closeout Submittals, for additional warranty information
B. Provide a two-year warranty for Contractor's installation and for all products. These
warranties are to include the following language:
1. "For a period of not less than two (2) years, we (Firm Name) will service and or
replace, at no charge to the Owner, any part proving defective due to faulty
manufacture or materials. This guarantee does not cover abnormal operation
conditions or abusive jobsite treatment after acceptance of Work by Owner."
PART 2 PRODUCTS
2.01 ACCEPTABLE MANUFACTURERS
ITEM:
MANUFACTURER
ACCEPTABLE SUBSTITUTION
Hinges
(IVE) Ives
Bommer
Key System
(SCH) Schiage
Owner's Standard
Locks
(SCH) Schlage
Owner's Standard
Exit Devices
(VON) Von Duprin
Owner's Standard
Closers
(LCN) LCN
Owner's Standard
Auto Flush Bolts
(IVE) Ives
DCI
Coordinators
(IVE) Ives
DCI
Silencers
(IVE) Ives
Rockwood
Push and Pull Plates
(IVE) Ives
Rockwood
Kickplates
(IVE) Ives
Rockwood
Stops and Holders
(IVE) Ives
Rockwood
Overhead Stops
(GLY) Glynn -Johnson
ABH
Thresholds
(PEM) Pemco
Zero
Metal Access Ramps
(PEM) Pemco
Non Available
Seals and Bottoms
(PEM) Pemco
Zero
Key Cabinets
(LUN) Lund
TelKee
A. Provide special wrenches and tools applicable to each
different or special hardware
component.
B. Provide maintenance tools and accessories supplied by hardware component
manufacturer.
C. Miscellaneous — All other items, tools, materials, and equipment, not specifically
described but required for a complete and proper installation of finish hardware, as
recommended by the manufacturer, subject to the approval of the Architect.
DOOR HARDWARE 087100-3
RM ARCHITECTURE
MARCH, 2014
2.02 GENERAL
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
A. Proprietary Products — References to specific proprietary products are used to establish
minimum standards of utility and quality. Unless otherwise approved by the Architect,
provide only the specific products. Design is based on the materials specified. Other
materials may be considered by the Architect in accordance with the provisions of
Section 01 3000.
B. Fasteners
1. Furnish all finish hardware with all necessary screws, bolts, and other fasteners
of suitable size and type to anchor the hardware in position for long life under
hard use.
2. Furnish fastenings where necessary with expansion shields, toggle bolts, sex
bolts, and other anchors approved by the. Architect, according to the material to
which the hardware is to be applied and the recommendations of the hardware
manufacturer.
3. All fastenings shall harmonize with the hardware as to material and finish.
C. Finishes — All hardware shall match the finish of the locksets, unless specified otherwise.
Take special care to coordinate all of the various manufactured items furnished under
this Section, to ensure acceptably uniform finish.
D. Single Source — Unless otherwise noted or approved in advance by the Architect, furnish
for each item.
2.03 KEYING
A. All locks and cylinders shall be keyed to an existing 6 -pin grandmaster key system.
Furnish 6 of each master keys. furnish 3 change keys per lock. Keyway shall be
Schalge 6 pin 'C'.
B. Master Keying — Key all cylinders and locks as directed by the Owner and Architect.
C. Number of Keys — Furnish three (3) keys for each level of keying, as directed by
Architect.
D. Construction Keying — Furnish a manufacturer's standard construction master key
system. Furnish 3 master keys. Use only the construction keys during construction.
E. Identification and Delivery — Factory stamp permanent keys as directed by Architect.
Identify permanent keys with tags, and deliver directly to the Owner from the
manufacturer (via security shipment). Factory stamp permanent keys, "DO NOT
DUPLICATE". Provide key bitting chart to Architect when requested to do so in writing.
Interchangeable Construction Keying: Furnish temporary keyed -alike cylinders and
cores. Remove at Substantial Completion and install permanent cylinders and cores in
Owner's presence. Demonstrate that construction key no longer operates.
08 7100.4 DOOR HARDWARE
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
2.04 KEY CONTROL SYSTEM
RM ARCHITECTURE
MARCH, 2014
A. Only provide wall -mounted key cabinet, 18 gauge construction, piano -hinged door with
lock. Provide manufacturer's standard Two -Tag system including Cross Reference
Binder, envelopes, labels, tags with self-locking key clips, receipt forms temporary and
permanent markers. Hooks numbered 1-50.
B. Cabinet Size: Sufficient for capacity for 150% of the locks required for the project.
C. Internal Hooks: Number consecutively from Number 1 up to 50.
D. Mount at direction of Owner.
2.05 FINISHES
A. Finishes are identified in Schedule at end of this Section and conform to the following
standards of symbols.
1. Finish/DescriptionUS SymbolBHMA No.
2. Prime CoatPC600
3. Polished Brass3605
4. Satin Brass4606
5. Polished Bronze9611
6. Satin Bronze10612
7. Oil Rubbed Bronze10B613
8. Satin Chromium26D626/652
9. Polished Chromium26625/651
10. 10.Stainless Stee132D630
11. 11.Polished Stainless Stee132629
PART 3 EXECUTION
3.01 DELIVERIES
A. Stockpile all items sufficiently in advance to ensure their availability, and make all
necessary deliveries in a timely manner to ensure orderly progress of the total work.
3.02 SURFACE CONDITIONS
A. Inspection
1. Prior to installation of the work of this section, carefully inspect the installed work
of all other trades and verify that all such work is complete to the point where this
installation may properly commence.
2. Verify that the finish hardware may be installed in accordance with the approved
design.
3. Verify that power supply is available to power operated devices.
4. Commencement of work means acceptance of existing conditions.
B. Discrepancies
1. In the event of discrepancy, immediately notify the Architect.
2. Do not proceed with installation in areas of discrepancy until all such
discrepancies have been fully resolved.
DOOR HARDWARE 087100-5
RM ARCHITECTURE
MARCH, 2014
3.03 PREPARATION AND INSTALLATION
A. Field verify dimensions prior to installation.
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
B. Install all finish hardware in strict accordance with the manufacturer's current
recommendations, installing completely level, and anchoring firmly for long life under
hard use.
C. Coordinate as required with other trades to assure proper and adequate provision in the
work of those trades for interface with the Work of this Section.
D. Upon completion of the installation, and as a condition of its acceptance, visually inspect
all finish hardware furnished under this Section and place in optimum working condition.
E. Install hardware in accordance with Manufacturer's instructions and with CBC Section
1133B.2.5.1.
F. Conform to ANSI A117.1 for positioning requirements for accessibility.
G. Use the templates provided by hardware item manufacturer.
H. Mounting heights for Hardware:
1. Locate levers, key cylinders, t -turn pieces, touch bars and other operable
portions of latching hardware between 30" and 44" above the finished floor per
CBC Section 1133B.2.5.2.
2. Hinges: 5 inches from head of opening to top of top hinge; 10 inches from finish
floor to bottom of bottom hinge; intermediate hinge(s) spaced equidistant
between top and bottom butts.
1. Secure finish hardware with suitable fasteners of the same material and finish as the item
being attached.
J. Provide expansion anchors for attaching hardware items to concrete or masonry.
K. After fitting hardware to doors remove all finish hardware except butt hinges, carefully
replace in properly marked boxes and place in storage until painting and finishing is
completed. After painting and finishing is completed, permanently install finish hardware.
L. Secure finish hardware with suitable fasteners of the same material and finish as the item
being attached.
M. Mount exit devices and closers on mineral or particle core fire doors with closed head
sex bolts.
N. Install jamb applied gaskets before closers, overhead stops, rim strikes, etc. Fasten
hardware over and through these seals. Install sweeps across bottoms of doors before
astragals, cope sweeps around bottom pivots, trim astragals to tops of sweeps.
3.04 FASTENERS
A. Screw for strikes, face plates and similar items shall be flat Phillips head, countersunk
type; provide machine screws for metal and standard wood screws for wood.
087100-6 DOOR HARDWARE
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 08 7100
rOOt.t•Ni_c
PART 1GENERAL
1.01 SECTION INCLUDES
RM ARCHITECTURE
MARCH, 2014
A. Interior and exterior finish hardware as indicated on Door Schedule and Drawings, and
specified herein.
B. Provide all labor, materials, equipment, trim, fastenings, associated attachments, and
accessories necessary to provide a complete and proper installation.
C. Coordination with other trades for complete installation.
1.02 RELATED REQUIREMENTS
A. Section 07 9005 - Joint Sealers
B. Section 08 1113 - Hollow Metal Doors and Frames
1.03 QUALITY ASSURANCE
A. Manufacturers — As specified in Part 2 and Part 3.
B. Qualifications of Manufacturer — The proposed manufacturer of finish hardware shall
have been successfully engaged in the manufacture of finish hardware for at least five (5)
years immediately prior to the start of this work.
C. Qualifications of Installers — Work to be performed only by workers thoroughly skilled and
specially trained in the techniques of installing finish hardware, and who are completely
familiar with the published recommendations of the manufacturer of the material being
used. Installer to have a minimum of three (3) years experience with institutional/
commercial grade finish hardware.
D. Hardware Supplier: Company specializing in supplying institutional door hardware with
three years documented experience. Company shall employ Architectural Hardware
Consultant (AHC) who shall be available forjobsite meetings and required by Architect,
Owner and Contractor. Architectural Hardware Consultant to visit the jobsite at end of
installation and accomplish the following:
1. Re -adjust hardware as required.
a. Evaluate maintenance procedures and recommend changes or
additions, and instruct Owner personnel.
i. Identify items that have deteriorated or failed.
ii. Submit written report identifying problems.
E. Contractor is responsible for coordinating finish hardware with Doors and Frames as
specified in Sections 08 1113. This includes the Contractor providing templates and/or
physical samples of approved finish hardware items to pertinent manufacturers of
interfacing items.
DOOR HARDWARE 087100-1
RM ARCHITECTURE
MARCH, 2014
1.04 REFERENCES
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
A. ANSI 117.1 — Specifications for making buildings and facilities accessible to and usable
by Physically Handicapped People.
B. Conform to Chapter 10, California Building Code and NFPA Standard Number 80, for
requirements applicable to fire rated doors and frames.
C. Provide UL labels on all panic devices in fire -rated openings.
D. Provide California State Fire Marshall Listing for all fire exit hardware.
E. Comply with ADA- Americans with Disabilities Act, and as shown on Drawings.
F. BHMA— Builder's Hardware Manufacturers Association.
G. DHI — Door and Hardware Institute.
H. NAAMM — National Association of Architectural Metal Manufacturer.
CBC — California Building Code.
SDI — Steel Door Institute.
1.05 SUBMITTALS
A. Product Data — Submit material specifications, manufacturer's installation, and
maintenance instructions under provisions of Section 013000.
B. Shop Drawings under provisions of Section 01 3000. Drawings to include:
1. Complete materials list of all items, including catalog cuts and keying description
for each hardware group.
2. Hardware schedule that is to include all door locations, sizes, materials, labels,
proper handing and details.
3. Indicate locations, mounting heights, quantity, and part numbers of each type of
hardware.
4. Include manufacturers certification that fire -rated hardware meets specified
requirements.
5. Use BHMA Finish Codes per ANSI A156.18
6. Explanation of abbreviations, symbols and codes contained in schedule.
7. Manufacturer's technical data and installation instructions for electronic
hardware.
8. Provide final keying charts for Owner approval.
1.06 PRODUCT HANDLING
A. Protection
1. Hardware to be stored at the job site in a safe, secure, dry place with all labels
intact and legible at time of installation.
2. Use all means to protect hardware before, during, and after installation. Do not
allow products to become wet or damp.
087100-2 DOOR HARDWARE
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
B. Screws for butt hinges shall be flat Phillips head, countersunk, full -thread type.
1. Fastening of closer bases of closer shoe to doors shall be by means of sex bolts
and spray painted to match closer finish.
3.05 BUTT HINGES
A. Furnish 3 each 4'/" ball or lube bearing hinges at doors up to 89" tall. Furnish one
additional hinge for each additional 30" of door height.
B. Furnish 5" extra heavy duty hinges at doors 42" and wider and where listed in the
hardware groups.
C. Provide sufficient hinge width to clear trim and allow 180 degree swing.
D. All hinges shall be manufactured in the United States.
3.06 LOCKS
A. Provide locks as scheduled with 2-3/4" backset. Locks for labeled doors shall have a
fusible link mechanism to prevent retraction in the event of fire.
B. Furnish strikes with curved lip of sufficient length to clear trim and protect clothing.
3.07 DOOR CLOSERS
A. Provide adjustable closers with the following maximum pressure for opening doors.
Adjust closers after installation and test doors in the event of fire.
1. Interior Doors: 5.0 pounds of pressure
2. Exterior Doors: 8.5 pounds of pressure
3. Fire Doors: 15.0 pounds of pressure
B. Comply with CBC Section 1133B.2.5.
C. Factory Representative shall visit project prior to acceptance of project by Owner to
insure installation and adjustment of closers is correct.
D. Furnish mounting plates and brackets as necessary to allow for a complete installation.
3.08 SIGNS
A. Exit doors with dead locks (for 'B' occupancies) shall have indicating type lock hardware
or appropriate signing in accordance with CBC Sections 11178.5 and 1103.2.4, 'THIS
DOOR TO REMAIN ULOCKED WHENEVER THE BUILDING IS OCCUPIED'. Doors
with panic devices are excepted from this provision.
3.09 PANIC DEVICES
A. All panic devices must meet ANSI Standard 156.3 Grade 1. Panic devices must be UL
Listed and California Fire Marshall Listed. Comply with CBC Section 1003.3.1.9. All Rail
Assemblies shall be made of brass, bronze or stainless steel. Springs shall be
manufactured of stainless steel. Push rail height shall be 40" from floor to centerline. All
trim shall be thru bolted. Provide fire rated devices at labeled openings as noted in the
Door Schedule.
DOOR HARDWARE 08 7100.7
RM ARCHITECTURE CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
3.10 AUTOMATIC FLUSH BOLTS AND COORDINATORS
A. Shall be tested by independent lab for cycle test of 100,000 cycles minimum. Units must
comply with UL specifications for use on fire rated openings up to three (3) hours for
metal doors and one and one half (1 ''/2) hour for wood doors. Units shall work with five
(5) pounds of closing force for top and bottom bolts. Auto flushbolts shall have a built-in
override feature engineered to prevent damage to door, frame, or bolt assembly should
circumstances prevent normal operation.
3.11 THRESHOLDS AND DOOR SEALS
A. Extruded thresholds shall be made from S6063 -T5 Alloy aluminum, and/or #385 alloy
bronze (brass) as noted in hardware schedule. Thresholds shall comply with CBC
Section 1133B.2.4.1. Door seals and thresholds for fire labeled doors shall be tested
and approved by an independent laboratory as follows:
1. NFPA 105-1989
2. UL -1784
3. UL10B and CB.Provide seals and thresholds as noted in hardware schedule
and/or on sill details. Provide carpet separators as necessary to comply with fire
codes. All exterior thresholds shall be set in a full bed of butyl mastic.
3.12 SECURITY PULLS
A. Provide 1096HA/1097HA Pulls as noted in schedule. All pulls shall be manufactured with
316SS material. Pull shall be approved for accessibility and shall furnished in finish
noted. Provide stainless steel SNB fasteners for each pull..
3.13 PUSH, PULLS, STOPS AND KICK PLATES
A. Push -pulls, stops and kick plates shall be provided by one manufacturer. All products
shall be provided in aluminum, brass, bronze or stainless steel base metals. Kick plates
to 0.50" material, beveled on four edges. Sharp edges on Push, Pull and Kick Plates will
be subject to rejection and replacement. All floor stops and holders shall be mounted
within 4 inches of adjacent walls and partitions per DSA Policy 99-8.
3.14 PROTECTING AND CLEANING
A. Upon completion of the work, remove surplus materials, rubbish and debris resulting
from the finish hardware installation. Leave areas in neat, clean, and orderly condition.
B. Cover installed hardware and protect from paint, cleaning agents, etc. Remove prior to
Substantial Completion and clean hardware for acceptance by Owner.
C. Repair or replace any damaged work.
D. Use manufacturer -recommended cleaning agents.
3.15 KEY CHANGING
A. At the time of final acceptance of the work, void the construction key system and, in the
presence of the Owner, demonstrate that the specified keying system is operating
properly.
087100-8 DOOR HARDWARE
CITY OF NEWPORT BEACH
RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY
MARCH, 2014
FACILITY MAINTENANCE
Mfr
3.16 SCHEDULE
EA
DOOR
HW SET
1
01
2
04
3
01
4
04
5
01
6
04
7
04
8
02
9
02
10
04
11
03
HW01
Qty
Description
Catalog Number
Finish
Mfr
3
EA
HINGE
5BB1 SH 4.5 X 4.5 NRP
630
IVE
1
EA
ENTRANCE W/DEADBOLT
L9453T 17A L583-363
630
SCH
1
EA
FSIC CORE
23-030
626
SCH
1
EA
SECURITY ASTRAGAL
1392SP
600
NGP
1
EA
SURFACE CLOSER
4111 AVB EDA
689
LCN
1
EA
FLOOR STOP
FS444
626
IVE
1
SET
SEALS
9700E
AL
NGP
1
EA
DOOR SWEEP
20ONA
CL
NGP
1
EA
THRESHOLD
513HD MS/LA
AL
NGP
HW02
Qty
Description
Catalog Number
Finish
Mfr
3
EA
HINGE
5861 SH 4.5 X 4.5 NRP
630
IVE
1
EA
ENTRANCE W/DEADBOLT
L9453T 17A L583-363
630
SCH
1
EA
FSIC CORE
23-030
626
SCH
1
EA
SECURITY ASTRAGAL
1392SP
600
NGP
1
EA
SURFACE CLOSER
4111 AVB SCUSH
689
LCN
1
EA
FLOOR STOP
FS444
626
IVE
1
SET
SEALS
9700E
AL
NGP
1
EA
DOOR SWEEP
20ONA
CL
NGP
1
EA
THRESHOLD
513HD MS/LA
AL
NGP
''PiTbk?
Qty
Description
Catalog Number
Finish
Mfr
3
EA
HINGE
5BB1 4.5 X 4.5
630
IVE
1
EA
PRIVACY W/DB & IND
L9496T
630
SCH
OCCUPIEDNACANT
07A L583-363
1
EA
FSIC CORE
23-030
626
SCH
1
EA
SURFACE CLOSER
4011 DEL
689
LCN
1
EA
FLOOR STOP
FS18S
BLK
IVE
1
SET
SEALS
160S
AL
NGP
1
EA
DOOR BOTTOM
15NA
CL
NGP
1
EA
THRESHOLD
513HD MS/LA
AL
NGP
DOOR HARDWARE
087100-9
RM ARCHITECTURE
MARCH, 2014
HW04
Qty
Description
1 EA
PADLOCK UCYL-FSIC
1 EA
FSIC CORE
1 EA
NOTE
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
Catalog Number Finish
KS43D3200 606
23-030 626
BALANCE OF
HARDWARE BY ROLL
UP DOOR MFGR.
END OF SECTION
Mfr
SCH
SCH
087100-10 DOOR HARDWARE
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 09 2116
GYPSUM BOARD ASSEMBLIES
PART 1GENERAL
1.01 SECTION INCLUDES
A. Gypsum wallboard.
B. Joint treatment and accessories.
C. Textured finish system.
1.02 RELATED REQUIREMENTS
A. Section 05 4000 - Cold -Formed Metal Framing.
B. Section 07 9005 - Joint Sealers: Acoustic sealant.
1.03 REFERENCE STANDARDS
RM ARCHITECTURE
MARCH, 2014
A. ASTM C 475/C 475M - Standard Specification for Joint Compound and Joint Tape for
Finishing Gypsum Board; 2002 (Reapproved 2007).
B. ASTM C 840 - Standard Specification for Application and Finishing of Gypsum Board;
2007.
C. ASTM C 1002 - Standard Specification for Steel Self -Piercing Tapping Screws for the
Application of Gypsum Panel Products or Metal Plaster Bases to Wood Studs or Steel
Studs; 2007.
D. ASTM C 1396/C 1396M - Standard Specification for Gypsum Board; 2006a.F.GA-216 -
Application and Finishing of Gypsum Board; Gypsum Association; 2007.
1.04 SUBMITTALS
A. See Section 01 3000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on gypsum board, accessories, and joint finishing system.
C. Mock-ups:
1. At an area on the sit where approved by the Architect, provide a mock-up panel
of gypsum board wall surface.
a. Make mock-up panel approximately 48 inches square.
b. Provide one mock-up panel for each gypsum board finish to be used on
the Work.
C. The mock-ups may be part of the Work and incorporated into the
finished Work, when so approved by the Architect.
d. Revise as necessary to secure the Architect's approval.
2. The mock-ups panels, when approved by the Architect, will be used as datum
points for comparison with the remainder of the Work of this Section for the
purpose of acceptance or rejection.
GYPSUM BOARD ASSEMBLIES 092116-1
RM ARCHITECTURE CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
3. If the mock-up panels are not permitted to be part of the finished Work,
completely demolish and remove them from the job site upon completion and
acceptance of the Work of this Section.
1.05 QUALITY ASSURANCE
A. Installer Qualifications: Company specializing in performing gypsum board application
and finishing, with minimum five years of documented experience.
PART 2 PRODUCTS
2.01 GYPSUM BOARD ASSEMBLIES
A. Provide completed assemblies complying with ASTM C 840 and GA -216.
2.02 BOARD MATERIALS
A. Gypsum Wallboard: Paper -faced gypsum panels as defined in ASTM C 1396/C 1396M;
sizes to minimize joints in place; ends square cut.
1. Application: Use for vertical surfaces and ceilings, unless otherwise indicated.
2. Thickness:
a. Vertical Surfaces: 5/8 inch (16 mm).
2.03 ACCESSORIES
A. Metal Cornerbead and Trim
1. All metal cornerbead and trim, and all accessory items, shall be a system
recommended by the manufacturer as compatible with the gypsum panels.
2. Outside Corners:Bullnose corner
3. Inside Corners:lnner core
4. J Molding:J-Stop, L -Trim and J -Trim
5. Casings (for all face edges of exposed gypsum board):US Gypsum No. 200-4
metal trim, U-shaped and of 2 inch size.
6. Edge Beads at perimeter of ceilings: Angle shapes with wings not less than 3/4
inch wide, with concealed wing perforated for nailing and exposed wing edge
folded flat and factory finished white
B. Joint Materials: ASTM C 475 and as recommended by gypsum board manufacturer for
project conditions.
C. High Build Drywall Surfacer: Vinyl acrylic latex -based coating for spray application,
designed to take the place of skim coating and separate paint primer in achieving Level 5
finish.
D. Textured Finish Materials: Latex -based compound; plain.
E. Screws for Attachment to Steel Members Less Than 0.03 inch (0.7 mm) In Thickness, to
Wood Members, and to Gypsum Board: ASTM C 1002; self -piercing tapping type;
cadmium -plated for exterior locations.
092116-2 GYPSUM BOARD ASSEMBLIES
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
PART 3 EXECUTION
3.01 EXAMINATION
RM ARCHITECTURE
MARCH, 2014
A. Verify that project conditions are appropriate for work of this section to commence.
3.02 BOARD INSTALLATION
A. Comply with ASTM C 840, GA -216, and manufacturer's instructions. Install to minimize
butt end joints, especially in highly visible locations.
B. Single -Layer Non -Rated: Install gypsum board in most economical direction, with ends
and edges occurring over firm bearing.
C. Installation on Metal Framing: Use screws for attachment of all gypsum board except
face layer of non -rated double -layer assemblies, which may be installed by means of
adhesive lamination.
3.03 INSTALLATION OF TRIM AND ACCESSORIES
A. Control Joints: Place control joints consistent with lines of building spaces and as
indicated.
B. Corner Beads: Install at external corners, using longest practical lengths.
C. Edge Trim: Install at locations where gypsum board abuts dissimilar materials and as
indicated.
3.04 JOINT TREATMENT
A. Finish gypsum board in accordance with levels defined in ASTM C 840, as follows:
1. Level 4: Walls and ceilings to receive paint finish or wall coverings, unless
otherwise indicated.
2. Level 5: Walls and ceilings to receive semi -gloss or gloss paint finish and other
areas specifically indicated.
3. Level 0: Temporary partitions and surfaces indicated to be finished in later stage
of project.
B. Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready
to receive finishes.
1. Feather coats of joint compound so that camber is maximum 1/32 inch (0.8 mm).
3.05 TEXTURE FINISH
A. Apply finish texture coating by means of spraying apparatus in accordance with
manufacturer's instructions and to match approved sample.
3.06 TOLERANCES
A. Maximum Variation of Finished Gypsum Board Surface from True Flatness: 1/8 inch in
10 feet (3 mm in 3 m) in any direction.
END OF SECTION
GYPSUM BOARD ASSEMBLIES 092116-3
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 09 3000
CERAMIC TILE
PART 1GENERAL
1.01 SECTION INCLUDES
A. Tile for wall applications.
B. Stone thresholds.
C. Ceramic trim.
1.02 RELATED REQUIREMENTS
A. Section 07 9005 - Joint Sealers.
I911M.14;1 4041[y;&-1/_1 zI7a1711.1
RM ARCHITECTURE
MARCH, 2014
A. ANSI At 08 Series/A118 Series]A136.1 -American National Standard Specifications for
the Installation of Ceramic Tile (Compendium); 2005.
1. ANSI A108.1 a - American National Standard Specifications for Installation of
Ceramic Tile in the Wet -Set Method, with Portland Cement Mortar; 2005,
2. ANSI A108.1 b - American National Standard Specifications for Installation of
Ceramic Tile on a Cured Portland Cement Mortar Setting Bed with Dry -Set or
Latex Portland Cement Mortar; 1999 (R2005).
3. ANSI A108.1 c -Specifications for Contractors Option: Installation of Ceramic
Tile in the Wet -Set Method with Portland Cement Mortar or Installation of
Ceramic Tile on a Cured Portland Cement Mortar Bed with Dry -Set or Latex
Portland Cement Mortar; 1999 (R2005).
4. ANSI A108.4 - American National Standard Specifications for Installation of
Ceramic Tile with Organic Adhesives or Water Cleanable Tile -Setting Epoxy
Adhesive; 1999 (R2005).
5. ANSI A108.5 - American National Standard Specifications for Installation of
Ceramic Tile with Dry -Set Portland Cement Mortar or Latex -Portland Cement
Mortar; 1999 (R2005).
6. ANSI At 08.6 - American National Standard Specifications for Installation of
Ceramic Tile with Chemical Resistant, Water Cleanable Tile -Setting and -
Grouting Epoxy; 1999 (R2005).
7. ANSI A108.8 - American National Standard Specifications for Installation of
Ceramic Tile with Chemical Resistant Furan Resin Mortar and Grout; 1999
(R2005).
8. ANSI A108.9 - American National Standard Specifications for Installation of
Ceramic Tile with Modified Epoxy Emulsion Mortar/Grout; 1999 (R2005).
9. ANSI A108.10 - American National Standard Specifications for Installation of
Grout in Tilework; 1999 (R2005).
10. ANSI A108.11 - American National Standard for Interior Installation of
Cementitious Backer Units; 1999 (R2005).
11. ANSI A108.13 - American National Standard for Installation of Load Bearing,
Bonded, Waterproof Membranes for Thin -Set Ceramic Tile and Dimension
Stone; 2005.
12. ANSI A118.1 - American National Standard Specifications for Dry -Set Portland
CERAMIC TILE 093000-1
RM ARCHITECTURE
MARCH, 2014
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
Cement Mortar; 1999 (R2005).
13. ANSI A118.4 - American National Standard Specifications for Latex -Portland
Cement Mortar; 1999 (R2005).
14. ANSI A118.6 - American National Standard Specifications for Standard Cement
Grouts for Tile Installation; 1999 (R2005).
15. ANSI A118.7 - American National Standard Specifications for Polymer Modified
Cement Grouts for Tile Installation; 1999 (R2005).
16. ANSI A118.9 - American National Standard Specifications for Test Methods and
Specifications for Cementitious Backer Units; 1999 (R2005).
17. ANSI A137.1 - American National Standard Specifications for Ceramic Tile;
2008.
B. TCA (HB) - Handbook for Ceramic Tile Installation; Tile Council of North America, Inc.;
2007/2008.
1.04 SUBMITTALS
A. See Section 013000 -Administrative Requirements, for submittal procedures.
B. Product Data: Provide manufacturers' data sheets on tile, mortar, grout, and accessories.
Include instructions for using grouts and adhesives.
C. Shop Drawings: Indicate perimeter conditions, junctions with dissimilar materials, control
and expansion joints, thresholds, ceramic accessories, and setting details.
D. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
1. See Section 016000 - Product Requirements, for additional provisions.
2. Extra Tile: 5 percent percent of each size, color, and surface finish combination.
1.05 QUALITY ASSURANCE
A. Maintain one copy of TCA Handbook and ANSI A108 Series/A118 Series on site.
B. Manufacturer Qualifications: Company specializing in manufacturing the types of
products specified in this section, with minimum 5 years of documented experience.
C. Installer Qualifications: Company specializing in performing tile installation, with
minimum of 5 years of documented experience.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Protect adhesives from freezing or overheating in accordance with manufacturer's
instructions.
1.07 FIELD CONDITIONS
A. Do not install adhesives in an unventilated environment.
B. Maintain ambient and substrate temperature of 50 degrees F (10 degrees C) during
installation of mortar materials.
093000-2 CERAMIC TILE
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
PART 2 PRODUCTS
2.01 TILE
A. Manufacturers: All products by the same manufacturer.
1. Dal -Tile Corporation: www.daltile.com.
2. Substitutions: See Section 01 6000 - Product Requirements.
B. Base Tile: ANSI A137.1 and as follows:
1. Size and Shape: 8 inch x 6 inch.
2. Thickness: 518 inch.
3. Colors: To be selected by Architect.
2.02 TRIM AND ACCESSORIES
RM ARCHITECTURE
MARCH, 2014
A. Ceramic Trim: Matching bullnose, surface bullnose, double bullnose, cove base, and
cove ceramic shapes in sizes coordinated with field tile.
1. Manufacturer: Same as for tile.
B. Thresholds: Marble, white or gray, honed finish; 2 inches (50 mm) wide by full width of
wall or frame opening; 112 inch (12 mm) thick; beveled one long edge with radiused
corners on top side; without holes, cracks, or open seams.
1. Applications: Provide at the following locations:
a. At doorways where indicated.
2.03 MORTAR MATERIALS
A. Manufacturers:
1. Mapei.
2. Substitutions: See Section 016000 - Product Requirements.
B. Mortar Bed Materials: Portland cement, sand, and water.
C. Mortar Bond Coat Materials:
1. Dry -Set Portland Cement type: ANSI A118.1.
2. Latex -Portland Cement type: ANSI A118.4.
2.04 GROUT MATERIALS
A. Manufacturers:
1. Mapei.
2. Substitutions: See Section 01 6000 - Product Requirements.
B. Standard Grout: Any type specified in ANSI A118.6 or A118.7.
1. Colors at walls and wainscot: To be selected by Architect.
CERAMIC TILE 093000-3
RM ARCHITECTURE CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that sub -floor surfaces are smooth and flat within the tolerances specified for that
type of work and are ready to receive tile.
B. Verify that wall surfaces are smooth and flat within the tolerances specified for that type
of work, are dust -free, and are ready to receive tile.
C. Verify that sub -floor surfaces are dust -free and free of substances that could impair
bonding of setting materials to sub -floor surfaces.
D. Verify that concrete sub -floor surfaces are ready for tile installation by testing for moisture
emission rate and alkalinity; obtain instructions if test results are not within limits
recommended by tile manufacturer and setting materials manufacturer.
3.02 PREPARATION
A. Protect surrounding work from damage.
B. Vacuum clean surfaces and damp clean.
C. Seal substrate surface cracks with filler. Level existing substrate surfaces to acceptable
flatness tolerances.
3.03 INSTALLATION— GENERAL
A. Install tile, thresholds, and stair treads and grout in accordance with applicable
requirements of ANSI A108.1 through A108.13, manufacturer's instructions, and TCA
Handbook recommendations.
B. Lay tile to pattern indicated. Do not interrupt file pattern through openings.
C. Cut and fit tile to penetrations through tile, leaving sealant joint space. Form corners and
bases neatly. Align floorjoints.
D. Place tile joints uniform in width, subject to variance in tolerance allowed in tile size.
Make joints watertight, without voids, cracks, excess mortar, or excess grout.
E. Form internal angles square and external angles bullnosed.
F. Install thresholds where indicated.
G. Sound tile after setting. Replace hollow sounding units.
H. Keep expansion joints free of adhesive or grout. Apply sealant to joints.
Allow tile to set for a minimum of 48 hours prior to grouting.
J. Grout tile joints. Use standard grout unless otherwise indicated.
093000-4 CERAMIC TILE
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
K. Apply sealant to junction of tile and dissimilar materials and junction of dissimilar planes.
3.04 INSTALLATION -WALL TILE
A. Over interior concrete and masonry install in accordance with TCA Handbook Method
W202, thin -set with dry -set or latex-portland cement bond coat.
3.05 CLEANING
A. Clean the and grout surfaces.
3.06 PROTECTION
A. Do not permit traffic over finished floor surface for 4 days after installation.
I4,1oxol;&,] x0111Is] I
CERAMIC TILE 093000-5
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 09 7000
ANTI -GRAFFITI COATINGS
PART 1GENERAL
1.01 SECTION INCLUDES
RM ARCHITECTURE
MARCH, 2014
A. Anti -graffiti coatings.
1.02 RELATED REQUIREMENTS
A. Section 04 2000 — Concrete Masonry Units
B. Section 07 1900 — Water Repellents
1.03 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide manufacturers' data sheets on coatings.
C. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
1. See Section 01 6000 - Product Requirements, for additional provisions.
2. Extra Anti -graffiti material: 1 gallon container.
1.04 QUALITY ASSURANCE
A. Provide all products from one manufacturer and that are compatible with each other
including water repellant coatings.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Protect adhesives from freezing or overheating in accordance with manufacturer's
instructions.
1.06 WARRANTY
A. Provide manufacturer's standard ten year warranty.
PART 2 PRODUCTS
2.01 ANTI -GRAFFITI COATING SYSTEM
A. Manufacturers: All products by the same manufacturer.
1. Monopole, Inc: www.monopoleinc.com.
2. Substitutions: See Section 01 6000 - Product Requirements.
ANTI -GRAFFITI COATINGS 097000-1
RM ARCHITECTURE CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
B. Anti -Graffiti Coating System
1. Base Coat: Permashield Base (2 coats)
a. Clear single component, hydrophobic, water based acrylic -urethane
designed to provide a pin-hole free coating.
b. VOC Level: Less than 50 g/L
2. Second Coat: Permashield Premium (2 coats)
a. Two component, clear non -yellowing, water based, non chalking, and
breathable.
b. Zero VOC: No fumes, odors, and no induction time
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that surfaces are smooth and flat within the tolerances specified for that type of
work and are ready to receive coatings.
B. Verify that wall surfaces are smooth and flat within the tolerances specified for that type
of work, are dust -free, and are ready to receive coatings.
3.02 PREPARATION
A. Protect surrounding work from damage.
3.03 INSTALLATION
A. Installation of anti-graffitti system
1. Permashield Base
a.
Prepare concrete substrate structurally sound and cured for a minimum
of four weeks before application.
1) Do not apply to surfaces containing 15% or higher moisture
content.
2) Air and surface temperature must be between 50 degree F and
90 degree F during application.
3) Do not apply if rain is eminent within 48 hours.
b.
Apply first coat by heavy duty, airless sprayer with a tip size of 0.013 to
0.017.
C.
Apply second coat only after first coat is completely dried and there is no
milkyness cleared with a short nap roller to produce an even, smooth
surface.
d.
Install two coats of Permashield Base at a finished thickness of 2-3 mils.
2. Permashield Premium
a.
Prepare substrate to receive Permashield Premium materials.
b.
Apply second coat no more than four hours and no longer than twelve
hours after first coat.
C.
Apply with a 3/8" nap or foam roller. Apply to ensure no air bubbles are
present.
3.04 PROTECTION
A. Protect adjacent surfaces not scheduled to receive anti -graffiti coatings from overspray.
END OF SECTION
097000-2 ANTI -GRAFFITI COATINGS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 09 7720
PLASTIC COATED WALL PANELS
PART IGENERAL
1.01 SECTION INCLUDES
A. Wainscot plastic coated wall panels (fiberglass reinforced)
1.02 SUBMITTALS
RM ARCHITECTURE
MARCH, 2014
A. See Section 01 3000 — Administrative Requirements, for submittal procedures.
B. Product Data: Provide manufacturer's materials specification, installation and
maintenance instructions.
C. Manufacturer's color brochure for selection of color and finish by Architect.
1.03 WARRANTY
A. See Section 01 7800 — Closeout Submittals, for additional warranty requirements.
PART 2 PRODUCTS
2.01 PLASTIC COATED WALL PANELS
A. Manufacturers
1. Marlite
2. Substitutions: See Section 01 6000 — Product Requirements
B. Materials
1. Wall Panels: Marlite FRP Panels
a. 'Hi Gloss' panels, 1/8 inch thick by 4'-0" wide.
2. Color: To be selected by Architect from full line.
3. Trim and Corners: Color to match panels,'/ inch alumilited or grained moldings
to match the panels.
4. Accessories: As required by manufacturer.
& Other Materials: All other materials, anchorages, adhesives, attachment
accessories, and methods, not specifically described but required for a complete
and proper installation of wall panels, as recommended by the manufacturer,
subject to the approval of the Architect.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that substrates are prepared and ready to receive new work.
3.02 INSTALLATION
A. Install in accordance with manufacturer's instructions.
PLASTIC COATED WALL PANELS 097720-1
RM ARCHITECTURE
SEPTEMBER, 2013
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
B. Install wall panels plumb, level and true to line without distortions.
1. Trim: Level and plumb, with tightly mitered corners, cut cleanly with fine saw or
razor blade. Caulk joint between trim and wall.
2. Panels: Caulked into trim, with proper clearances for expansion and contraction,
adhered to wall without distortions.
C. Use adhesives, attachment accessories and methods as recommended by the
manufacturer.
3.03 CLEANING
A. Upon completion of the work, remove surplus materials, rubbish and debris resulting
from the wall covering installation. Leave areas in neat, clean and orderly condition.
B. Repair or replace any damaged work.
C. Remove excess adhesives using methods and materials recommended by manufacturer.
Clean plastic panels and accessories using a cleaning agent as recommended by the
manufacturer.
END OF SECTION
097720-2 PLASTIC COATED WALL PANELS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 09 9000
PAINTINGS AND COATINGS
PART 1GENERAL
1.01 SECTION INCLUDES
A. Surface preparation.
B. Field application of paints, stains, varnishes, and other coatings.
RM ARCHITECTURE
SEPTEMBER, 2013
C. Scope: Finish all interior and exterior surfaces exposed to view, unless fully factory -
finished and unless otherwise indicated, including the following:
D. Do Not Paint or Finish the Following Items:
1. Items fully factory -finished unless specifically so indicated; materials and
products having factory -applied primers are not considered factory finished.
2. Items indicated to receive other finishes.
3. Items indicated to remain unfinished.
4. Fire rating labels, equipment serial number and capacity labels, and operating
parts of equipment.
5. Floors, unless specifically so indicated.
6. Glass.
7. Concealed pipes, ducts, and conduits.
1.02 REFERENCE STANDARDS
A. 40 CFR 59, Subpart D - National Volatile Organic Compound Emission Standards for
Architectural Coatings; U.S. Environmental Protection Agency; current edition.
B. ASTM D 3359 - Standard Test Methods for Measuring Adhesion by Tape Test; 2009,
C. ASTM D 4442 - Standard Test Methods for Direct Moisture Content Measurement of
Wood and Wood -Base Materials; 2007.
D. GreenSeal GS -11 - Paints; 1993.E.SSPC (PM1) - Good Painting Practice: SSPC
Painting Manual, Vol. 1; Society for Protective Coatings; Fourth Edition.
1.03 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data on all finishing products, including VOC content.
C. Samples: Submit three drawdown samples of selected colors for review.
D. Certification: By manufacturer that all paints and coatings comply with VOC limits
specified.
E. Certification: By manufacturer that all paints and coatings do not contain any of the
prohibited chemicals specified; GreenSeal GS -11 certification is not required but if
provided shall constitute acceptable certification.
PAINTINGS AND COATINGS 099000-1
RM ARCHITECTURE
SEPTEMBER, 2013
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
Maintenance Data: Submit data on cleaning, touch-up, and repair of painted and coated
surfaces.
G. Maintenance Materials: Furnish the following for Owner's use in maintenance of project.
1. See Section 01 6000 - Product Requirements, for additional provisions.
2. Extra Paint and Coatings: 1 gallon (4 L) of each color; store where directed.
3. Label each container with color in addition to the manufacturers label.
1.04 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the products
specified, with minimum three years documented experience.
B. Applicator Qualifications: Company specializing in performing the type of work specified
approved by manufacturer.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Deliver products to site in sealed and labeled containers; inspect to verify acceptability.
B. Container Label: Include manufacturers name, type of paint, brand name, lot number,
brand code, coverage, surface preparation, drying time, cleanup requirements, color
designation, and instructions for mixing and reducing.
C. Paint Materials: Store at minimum ambient temperature of 45 degrees F (7 degrees C)
and a maximum of 90 degrees F (32 degrees C), in ventilated area, and as required by
manufacturer's instructions.
1.06 FIELD CONDITIONS
A. Do not apply materials when surface and ambient temperatures are outside the
temperature ranges required by the paint product manufacturer.
B. Follow manufacturer's recommended procedures for producing best results, including
testing of substrates, moisture in substrates, and humidity and temperature limitations.
C. Do not apply exterior coatings during rain or snow, or when relative humidity is outside
the humidity ranges required by the paint product manufacturer.
D. Minimum Application Temperatures for Latex Paints: 45 degrees F (7 degrees C) for
interiors; 50 degrees F (10 degrees C) for exterior; unless required otherwise by
manufacturer's instructions.
E. Minimum Application Temperature for Varnish Finishes: 65 degrees F (18 degrees C) for
interior or exterior, unless required otherwise by manufacturer's instructions.
F. Provide lighting level of 80 ft candles (860 Ix) measured mid -height at substrate surface.
099000-2 PAINTINGS AND COATINGS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
*AIR1IT, ►-Ad 9:17/_III&I
RM ARCHITECTURE
SEPTEMBER, 2013
A. See Section 01 6000 - Product Requirements, for additional provisions.
B. Supply 1 gallon (4 L) of each color; store where directed.
C. Label each container with color in addition to the manufacturer's label.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Provide all paint and coating products used in any individual system from the same
manufacturer; no exceptions.
B. Paints:
1. PPG Architectural Finishes: www.ppgideascapes.com.
C. Substitutions: See Section 01 6000 - Product Requirements.
2.02 PAINTS AND COATINGS - GENERAL
A. Paints and Coatings: Ready mixed, unless intended to be a field -catalyzed coating.
1. Provide paints and coatings of a soft paste consistency, capable of being readily
and uniformly dispersed to a homogeneous coating, with good flow and brushing
properties, and capable of drying or curing free of streaks or sags.
2. Provide materials that are compatible with one another and the substrates
indicated under conditions of service and application, as demonstrated by
manufacturer based on testing and field experience.
3. Supply each coating material in quantity required to complete entire project's
work from a single production run.
4. Do not reduce, thin, or dilute coatings or add materials to coatings unless such
procedure is specifically described in manufacturer's product instructions.
B. Primers: Where the manufacturer offers options on primers for a particular substrate,
use primer categorized as "best" by the manufacturer.
C. Volatile Organic Compound (VOC) Content:
1. Provide coatings that comply with the most stringent requirements specified in
the following:
a. 40 CFR 59, Subpart D --National Volatile Organic Compound Emission
Standards for Architectural Coatings.
b. Architectural coatings VOC limits of
2. Determination of VOC Content: Testing and calculation in accordance with 40
CFR 59, Subpart D (EPA Method 24), exclusive of colorants added to a tint base
and water added at project site; or other method acceptable to authorities having
jurisdiction.
PAINTINGS AND COATINGS 099000-3
RM ARCHITECTURE
SEPTEMBER, 2013
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
D. Colors: To be selected from manufacturer's full range of available colors.
1. Selection to be made by Architect after award of contract.
2. Color Schedules
a. The Architect will prepare a color schedule with samples for guidance in
painting after color selection from samples submitted.
b. The Architect may select, allocate, and vary colors on different surfaces
throughout the work, subject to the following:
1) Exterior Work: A maximum of five (5) different colors will be
used, with variations for trim, doors, miscellaneous work and
metal work.
2) Interior Work: A maximum of six (6) different pigmented colors
will be used, with variations for trim and wall surfaces and
wainscots.
3. Paints at Wet Areas
a. In toilet rooms and contiguous areas, add an approved fungicide to
paints.
b. For oil based paints, use 1% phenylmercuric or 4% tetrachlorophenol.
C. For water emulsion and glue size surfaces, use 4% sodium
tetrachlorophenate.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that surfaces are ready to receive work as instructed by the product manufacturer.
B. Examine surfaces scheduled to be finished prior to commencement of work. Report any
condition that may potentially affect proper application.
C. If substrate preparation is the responsibility of another installer, notify Architect of
unsatisfactory preparation before proceeding.
D. Test shop -applied primer for compatibility with subsequent cover materials.
E. Measure moisture content of surfaces using an electronic moisture meter. Do not apply
finishes unless moisture content of surfaces are below the following maximums:
1. Gypsum Wallboard: 12 percent.
2. Plaster and Stucco: 12 percent.
3. Masonry, Concrete, and Concrete Unit Masonry: 12 percent.
4. Exterior Wood: 15 percent, measured in accordance with ASTM D 4442.
3.02 PREPARATION
A. Clean surfaces thoroughly and correct defects prior to coating application.
B. Prepare surfaces using the methods recommended by the manufacturer for achieving
the best result for the substrate under the project conditions.
C. Remove or repair existing coatings that exhibit surface defects.
D. Remove surface appurtenances, including electrical plates, hardware, light fixture trim,
escutcheons, and fittings, prior to preparing surfaces or finishing.
0990004 PAINTINGS AND COATINGS
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY SEPTEMBER, 2013
FACILITY MAINTENANCE
E. Seal surfaces that might cause bleed through or staining of topcoat.
F. Remove mildew from impervious surfaces by scrubbing with solution of tetra -sodium
phosphate and bleach. Rinse with clean water and allow surface to dry.
G. Concrete and Unit Masonry Surfaces to be Painted: Remove dirt, loose mortar, scale,
salt or alkali powder, and other foreign matter. Remove oil and grease with a solution of
tri -sodium phosphate; rinse well and allow to dry. Remove stains caused by weathering
of corroding metals with a solution of sodium metasilicate after thoroughly wetting with
water. Allow to dry.
H. Gypsum Board Surfaces to be Painted: Fill minor defects with filler compound. Spot
prime defects after repair.
1. Galvanized Surfaces to be Painted: Metal etch and solvent clean per SSPC-SP1
followed by thorough water rinsing. Brush blast or sand with 80-100 grit sand paper to
remove pre -treatments and produce lightly etched surface. Apply a test patch of the
coating system specified. Allow product(s) to cure at least one week before testing
adhesion per ASTM D3359.
J. Ferrous Metal Surfaces to be Painted: Prepare using SSPC SP -6 (NACE No. 3 -
commercial blast cleaning).
K. Uncorroded Uncoated Steel and Iron Surfaces to be Painted: Remove grease, mill scale,
weld splatter, dirt, and rust. Where heavy coatings of scale are evident, remove by hand
wire brushing or sandblasting; clean by washing with solvent. Apply a treatment of
phosphoric acid solution, ensuring weld joints, bolts, and nuts are similarly cleaned.
Prime paint entire surface; spot prime after repairs.
L. Shop -Primed Steel Surfaces to be Finish Painted: Sand and scrape to remove loose
primer and rust. Feather edges to make touch-up patches inconspicuous. Clean
surfaces with solvent. Prime bare steel surfaces. Re -prime entire shop -primed item.
M. Exterior Wood Surfaces to Receive Opaque Finish: Remove dust, grit, and foreign
matter. Seal knots, pitch streaks, and sappy sections. Fill nail holes with tinted exterior
calking compound after prime coat has been applied. Back prime concealed surfaces
before installation.
N. Metal Doors to be Painted: Prime metal door top and bottom edge surfaces.
3.03 APPLICATION
A. Exterior Wood to Receive Opaque Finish: If final painting must be delayed more than 2
weeks after installation of woodwork, apply primer within 2 weeks and final coating within
4 weeks.
B. Apply products in accordance with manufacturer's instructions.
C. Do not apply finishes to surfaces that are not dry. Allow applied coats to dry before next
coat is applied.
D. Apply each coat to uniform appearance
PAINTINGS AND COATINGS 099000-5
RM ARCHITECTURE CITY OF NEWPORT BEACH
SEPTEMBER, 2013 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
E. Sand wood and metal surfaces lightly between coats to achieve required finish.
F. Vacuum clean surfaces of loose particles. Use tack cloth to remove dust and particles
just prior to applying next coat.
G. Reinstall electrical cover plates, hardware, light fixture trim, escutcheons, and fittings
removed prior to finishing.
3.04 FIELD QUALITY CONTROL
A. See Section 014000 - Quality Requirements, for general requirements for field
inspection.
3.05 SCHEDULE - PAINT SYSTEMS
A. Exterior
1. Wood Trim:
a. Prime Coat: 17-921 Seal Grip
b. Second Coat: 6-61OXI SpeedHide Exterior House Paint Flat Latex
C. Third Coat: 6-61OXI SpeedHide Exterior House Paint Flat Latex
2. Hollow Metal Doors and Frames:
a. Prime Coat: 90-912 Pitt Tech Plus Interior/Exterior Primer Finish
b. Second Coat: 90-1210 Pitt Tech Plus Semi -Gloss Enamel
C. Third Coat: 90-1210 Pitt Tech Plus Semi -Gloss Enamel
B. Interior:
1. Concrete masonry:
a. Block Filler: 6-7 SpeedHide Interior Speedhide Interior Latex Block
Filler
b.
Second Coat:
6-500 SpeedHide Interior Latex
C.
Third Coat:
6-500 SpeedHide Intedor Latex
2. Hollow Metal Doors and
Frames:
a.
Prime Coat:
90-912 Pitt Tech Plus Interior/Exterior Primer Finish
b.
Second Coat:
90-1210 Pitt Tech Plus Semi -Gloss Enamel
C.
Third Coat:
90-1210 Pitt Tech Plus Semi -Gloss Enamel
3. Gypsum Board:
a.
Prime Coat:
6-2 SpeedHide Interior Quick -Drying Latex Sealer
b.
Second Coat:
6-500 SpeedHide Interior Semi -Gloss Latex
C.
Third Coat:
6-500 SpeedHide Interior Semi -Gloss Latex
END OF SECTION
099000-6 PAINTINGS AND COATINGS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 10 1400
IDENTIFYING DEVICES
PART 1GENERAL
1.01 SECTION INCLUDES
A. Exterior signage
RM ARCHITECTURE
MARCH, 2014
1.02 SUBMITTALS
A. See Section 013000 - Administrative Requirements, for submittal procedures.
B. Product Data: Manufacturer's specifications and other data needed to prove compliance
with the specified requirements.
1. Materials list of items proposed to be provided under this Section.
2. Manufacturer's specifications and other data needed to prove compliance with
the specified requirements.
C. Details of installation and anchorage sufficient to enable proper interface of the work of
this Section with the work of other trades.
D. Manufacturer's recommended installation procedures which, when approved by the
Architect, will become the basis for accepting or rejecting actual installation procedures
used on the Work.
1.03 QUALITY ASSURANCE
A. Use adequate number of skilled workmen thoroughly trained and experienced in the
necessary crafts and completely familiar with the specified requirements and methods
needed for proper performance of the work of this Section.
B. Unless noted otherwise signage to be provided by one manufacturer.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Comply with pertinent provisions of Section 01 6000 — Product Requirements.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Design is based on use of standard products manufactured by Architectural Signing, Inc.,
and trade names of that manufacturer are used herein.
B. Substitutions: See Section 01 6000 — Product Requirements.
IDENTIFYING DEVICES 101400-1
RM ARCHITECTURE
MARCH, 2014
2.02 DOOR SIGNS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
A. Provide ASI series SPE toilet room door sign plaques with the following attributes:
1. Size: 12" circle to signify unisex use complying with pertinent requirement of Title
24 of California Administrative Code, 1/4" thick.
2. Type style: 'Times Roman'
3. Plaque color: To be selected by Architect.
4. Background color: To be selected by Architect.
5. Frame finish: To be selected by Architect.
6. Margins: Center/center.
7. Mounting: Screw mounting — 60" high above finish floor.
& Messages: Unisex symbols.
9. Text: Provide raised letters and Braille text to meet ADA standards and any other
ADA required signs. Mount at +60" above finished floor to center of sign on latch
side of door.
PART 3 EXECUTION
3.01 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this Section will be performed.
Correct conditions detrimental to timely and proper completion of the Work. Do not
proceed until unsatisfactory conditions are corrected.
3.02 INSTALLATION
A. Install the work of this Section in strict accordance with the manufacturer's
recommendations as approved by the Owner, using only the approved mounting
materials, and locating all components firmly into position, level, and plumb.
END OF SECTION
101400-2 IDENTIFYING DEVICES
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
SECTION 10 2800
TOILET, BATH, AND LAUNDRY ACCESSORIES
PART IGENERAL
1.01 SECTION INCLUDES
A. Accessories for toilet rooms and showers.
B. Grab bars.
1.02 REFERENCE STANDARDS
A. ASTM A 666 - Standard Specification for Annealed or Cold -Worked Austenitic Stainless
Steel Sheet, Strip, Plate, and Flat Bar; 2003.B.GSA CID A -A-3002 - Mirrors, Glass; U.S.
General Services Administration; 1996.
PART 2 PRODUCTS
fra[rLmiri/_\:N7ya[01111:7ZIb9
A. Products listed are made by Bobrick. Provide all toilet and shower room accessories
from one manufacturer.
B. Other Acceptable Manufacturers;
1. Substitutions: Section 01 6000 - Product Requirements.
2.02 TOILET ROOM ACCESSORIES
A. Grab Bars: Stainless steel, 1-1/4 inches (32 mm) outside diameter, minimum 0.05 inch
(1.3 mm) wall thickness, nonslip grasping surface finish, concealed flange mounting; 1-
1/2 inches (38 mm) clearance between wall and inside of grab bar.
PART 3 EXECUTION — NOT USED
3.01 EXAMINATION
A. Verify existing conditions before starting work.
B. Verify exact location of accessories for installation.
3.02 PREPARATION
A. Deliver inserts and rough -in frames to site for timely installation.
B. Provide templates and rough -in measurements as required.
TOILET, BATH, AND LAUNDRY ACCESSORIES 102800-1
RM ARCHITECTURE CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
3.03 INSTALLATION
A. Install accessories in accordance with manufacturers' instructions.
B. Install plumb and level, securely and rigidly anchored to substrate.
C. Mounting Heights and Locations: As required by accessibility regulations and as
indicated on drawings
END OF SECTION
102800-2 TOILET, BATH, AND LAUNDRY ACCESSORIES
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 32 3113
CHAIN LINK FENCE
PART 1 GENERAL
1.01 SECTION INCLUDES
RM ARCHITECTURE
MARCH, 2014
A. The work of this Section includes providing chain link fencing and appurtenances.
1.02 STANDARD SPECIFICATIONS
A. Except as otherwise indicated in this Section of the Specifications, the Contractor shall
comply with the Standard Specifications for Public Works Construction, 2009 Edition.
1.03 SPECIFICATIONS AND STANDARDS
A. Except as otherwise indicated, the current editions of the following apply to the work of
this Section.
1. ASTM A 90 - Standard Test Method for Weight of Coating on Zinc -Coated
(Galvanized) Iron or Steel Articles
2. ASTM A 392 - Standard Specifications for Zinc -Coated Steel Chain Link Fence
Fabric
1.04 FACTORY TESTING
A. Wire fabric shall be factory tested for weight of zinc coating in accordance with method
specific in ASTM A 90.
PART 2 PRODUCTS
2.01 GENERAL
A. Material for chain link fencing, gates and appurtenances shall conform to the
requirements of SSPWC, Subsection 206-6 and as indicated herein.
2.02 POSTS AND RAILS
A. Materials for posts, rail and braces shall be Class 1 complying with SSPWC Subsection
206-6.2.
2.03 WIRE FABRIC
A. Chain link fabric shall be zinc -coated fabric conforming to Subsection 206-6.3.1 of
SSPWC.
2.04 FOOTINGS
A. Concrete for post footings shall conform to Subsection 201-1 of SSPWC, Class 560-C-
3250 concrete.
CHAIN LINK FENCE 323113-1
RM ARCHITECTURE CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
PART 3 EXECUTION
3.01 INSTALLATION OF FENCING
A. All earth, brush or other obstructions which interfere with the proper alignment of
construction of fences shall be removed.
1. Line posts shall be spaced at not more than 10 -foot intervals measured from
center -to -center of the post and generally parallel to the ground slope. Posts
shall be set plumb and shall be centered in concrete foundation.
a. Gate post shall be provided with concrete foundation.
b. Changes in the fence lines, where the horizontal angle is 15 degrees or
more, shall be considered as corners, and comer posts shall be
installed.
c. Corner, end and gate posts shall be braced to the nearest line post.
Corner and end posts shall be diagonally braced. Bracing of gate posts
shall be horizontal braces with truss rods. Line posts shall be braced
horizontally and trusses in both directions with truss rods at 1,000 feet
maximum intervals.
d. Chain link fabric shall be taut and shall be attached to posts, stretcher
bars, and wires with galvanized fabric bands or tie wires at a maximum
spacing of 12 inches on posts and 18 inches on the rails and tension
wires. The tension wires shall be stretched tight with turnbuckles at the
end and corner posts. The bottom tension wire shall be installed on a
straight grade between posts.
e. The fabric shall be fastened to the end, corner, and gate posts with
stretcher bars and stretcher bar bands spaced at approximately 12
inches.
END OF SECTION
323113-2 CHAIN LINK FENCE
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 21 0500
COMMON WORK RESULTS FOR FIRE SUPPRESSION
PART 1 -GENERAL
fi1CS)E'I�f�i►_1i7
A. Section includes pipe, fittings, valves, and connections for sprinkler system.
RM ARCHITECTURE
MARCH, 2014
B. Related Sections:
1 _ Section 03 10 00 - Concrete Forming and Accessories: Execution requirements for inserts
and sleeves specified by this section.
2. Section 09 90 00 - Painting and Coating: Execution requirements for piping painting specified
by this section.
A. American Society of Mechanical Engineers:
1. ASME B16.1 - Cast Iron Pipe Flanges and Flanged Fittings.
2. ASME B16.11 - Forged Steel Fittings - Socket -Welding and Threaded.
3. ASME B16.25 - Buttwelding Ends.
4. ASME B16.3 - Malleable Iron Threaded Fittings.
5. ASME B16.4 - Gray Iron Threaded Fittings.
6. ASME B16.5 - Pipe Flanges and Flanged Fittings.
7. ASME B16.9 - Factory -Made Wrought Steel Buttwelding Fittings.
B. ASTM International:
1. ASTM A47 — Standard Specification for Ferric Malleable IronCastings.
2. ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot -Dipped, Zinc -
Coated, Welded and Seamless.
3. ASTM A135 - Standard Specification for Electric -Resistance -Welded Steel Pipe.
4. ASTM A234/A234M - Standard Specification for Piping Fittings of Wrought Carbon Steel and
Alloy Steel for Moderate and High Temperature Service.
5. ASTM A795 — Standard Specification for Black and Hot -Dipped Zink -Coated (galvanized)
Welded and Seamless Steel Pipe for Fire Protection Use
C. American Welding Society:
1. AWS D1.1 - Structural Welding Code - Steel.
D. American Water Works Association:
1. AWWA C110 - American National Standard for Ductile -Iron and Grey -Iron Fittings, 3 in.
through 48 in. (75 mm through 1200 mm), for Water and Other Liquids.
2. AWWA C111 - American National Standard for Rubber -Gasket Joints for Ductile -Iron
Pressure Pipe and Fittings.
3, AWWA C151 -American National Standard for Ductile -Iron Pipe, Centrifugally Cast, for
Water.
4. AWWA C105 — Polyethylene Encasement for Ductile Iron Pipe Systems.
E. National Fire Protection Association:
1. NFPA 13 - Installation of Sprinkler Systems.
2. NFPA 24 -installation of Private Fire Service Mains and Their Appurtenances.
COMMON WORK RESULTS FOR FIRE SUPPRESSION 210500-1
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MARCH, 2014
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
1.03 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Submittal procedures.
B. Shop Drawings: Indicate pipe materials used, jointing methods, supports, floor and wall
penetration seals. Indicate installation, layout, weights, mounting and support details, and piping
connections.
C. Product Data: Submit manufacturers' catalogue information. Indicate valve data and ratings.
D. Manufacturer's Certificate: Certify products meet or exceed specified requirements.
1.04 CLOSEOUT SUBMITTALS
A. Section 01 70 00 - Execution and Closeout Requirements: Closeout procedures.
B. Project Record Documents: Record actual locations of components and tag numbering.
C. Operation and Maintenance Data: Submit spare parts lists.
1.05 QUALITY ASSURANCE
A. Perform Work in accordance with NFPA 13 standard.
B. Maintain one copy of each document on site.
1.06 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing products specified in this section with
minimum three years documented experience.
B. Installer: Company specializing in performing Work of this section with minimum three years
documented experience approved by manufacturer.
1.07 PRE -INSTALLATION MEETINGS
A. Section 01 30 00 - Administrative Requirements: Pre -installation meeting.
B. Convene minimum one week prior to commencing work of this section.
1.08 DELIVERY, STORAGE, AND HANDLING
A. Section 0160 00 - Product Requirements: Product storage and handling requirements.
B. Deliver and store valves in shipping containers, with labeling in place.
C. Furnish cast iron and steel valves with temporary protective coating.
D. Furnish temporary end caps and closures on piping and fittings. Maintain in place until
installation.
EIUT:i'i'L1:7:7z1. � i I
A. Section 01 70 00 - Execution and Closeout Requirements: Product warranties and product bonds.
21 0500-2 COMMON WORK RESULTS FOR FIRE SUPPRESSION
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
RM ARCHITECTURE
MARCH, 2014
B. Furnish five year manufacturer warranty for basic fire suppression materials and methods.
1.10 EXTRA MATERIALS
A. Section 01 70 00 - Execution and Closeout Requirements: Spare parts and maintenance
products.
B. Furnish two sets of valve stem packing for each size and type of valve installed.
PART 2 -PRODUCTS
2.01 VALVES
A. Manufacturers:
1. Milwaukee.
2. Stockham.
3. Kennedy.
4. Mueller.
5. Substitutions: Section 01 60 00 - Product Requirements.
B. Gate Valves:
1. Up to and including 2 inches: Bronze body and trim, rising stem, hand wheel, solid wedge or
disc, threaded ends. Similar to Stockham Model No. B-133.
2. Over 2 inches: Iron body, bronze trim, rising stem pre -grooved for mounting tamper switch,
hand wheel, OS&Y, solid bronze or cast iron wedge, flanged ends. Similar to Stockham
Model No. G-634.
C. Globe or Angle Valves:
1. Up to and including 2 inches: Bronze body, bronze trim, rising stem and hand wheel, inside
screw, renewable Buna n Seat disc, threaded ends, with back seating capacity. Similar to
Kennedy Model No. 98 -SD.
D. Ball Valves:
1. Up to and including 2 inches: Bronze two piece body, brass, chrome plated bronze, or
stainless steel ball, teflon seats and stuffing box ring, lever handle, threaded ends. Similar to
Kennedy Model No. 775.
E. Butterfly Valves:
1. Bronze Body: Stainless steel disc, resilient replaceable seat, threaded or grooved ends,
extended neck, hand wheel and gear drive and integral indicating device , and built-in tamper
proof switch rated 10 amp at 115 volt AC.
2. Cast or Ductile Iron Body: Cast or ductile iron, chrome or nickel plated ductile iron or
aluminum bronze disc, resilient replaceable EPDM seat, wafer, lug, or grooved ends. With
extended neck, hand wheel and gear drive and integral indicating device, and external
tamper switch rated 10 amp at 115 volt AC.
F. Check Valves:
1. Up to and including 2 inches: Bronze body and swing disc, rubber seat, threaded ends.
Similar to Stockham Model No. B -319Y.
2. Over 2 inches: Iron body, bronze trim, swing check, renewable disc and seat, flanged ends.
Similar to Stockham Model No. G-939.
3. 4 inches and Over: Iron body, bronze disc with stainless steel spring, resilient seal, threaded,
wafer, or flanged ends.
COMMON WORK RESULTS FOR FIRE SUPPRESSION 21 0500.3
RM ARCHITECTURE .;ITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
2.02 BURIED PIPING
A. Double Iron: AWWA C151.
1. Fittings: AWWA C110, ductile iron standard thickness.
2. Joints: AWWA C111, rubber gasket.
3. Mechanical Couplings: Shaped composition sealing gasket, steel bolts, nuts, and washers.
4. Jackets: AW WA C 105, polyethylene jacket for corrosive soils.
A. Steel Pipe: ASTM A53/A53M, Grade B; ASTM At 35; ASTM A135 UL listed, threadable, light wall
for mains larger than 2 inch; or ASTM A795; Schedule 40 black, outside applications shall be
galvanized pipe. Pipes shall have a corrosion resistance ratio (CRR) of 1.00 or greater per UL
listing. Piping shall be black carbon steel, except in FM approved dry systems, where pipe shall
be hot -dipped galvanized to meet ASTM A795 zinc coating specifications. Pipe shall be
Schedule 40 or equal; for 2 inches and smaller. Threaded joints and fittings. Schedule 10 for
pipes size 2-1/2 inches or larger. Victaulic or grooved fittings may be used.
1. Steel Fittings: ASME B16.9, wrought steel, butt welded; ASME 816.25, butt weld ends;
ASTM A234/A234M, wrought carbon steel and alloy steel; ASME B16.5, steel flanges and
fittings; or ASME B16.11, forged steel socket welded and threaded.
2. Cast Iron Fittings: ASME 816.1, flanges and flanged fittings; or ASME 816.4, threaded
fittings.
3. Malleable Iron Fittings: ASME 616.3, threaded fittings or ASTM A47.
2.04 PIPE HANGERS AND SUPPORTS
A. Conform to NFPA 13,
B. Hangers for Pipe Sizes 1/2 to 1-1/2 inch: Carbon steel, adjustable swivel, split ring.
C. Hangers for Pipe Sizes 2 inch and Over: Carbon steel, adjustable, clevis.
D. Multiple or Trapeze Hangers: Steel channels with welded spacers and hanger rods.
E. Wall Support for Pipe Sizes to 3 inches: Cast iron hook.
F. Wall Support for Pipe Sizes 4 inches and Over: Welded steel bracket and wrought steel clamp.
G. Vertical Support: Steel riser clamp.
H. Floor Support: Cast iron adjustable pipe saddle, lock nut, nipple, floor flange, and concrete pier or
steel support.
PART 3 -EXECUTION
3.01 PREPARATION
A. Ream pipe and tube ends. Remove burrs.
B. Remove scale and foreign material, from inside and outside, before assembly.
C. Prepare piping connections to equipment with flanges or unions.
3.02 INSTALLATION
A. Install piping in accordance with NFPA 13 for sprinkler systems and NFPA 24 for service mains.
21 0500-4 COMMON WORK RESULTS FOR FIRE SUPPRESSION
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FACILITY MAINTENANCE
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MARCH, 2014
B. Route piping in orderly manner, plumb and parallel to building structure. Maintain gradient.
C. Install piping to conserve building space, to not interfere with use of space and other work.
D. Group piping whenever practical at common elevations.
E. Pipe through floors, wall, and ceilings, at head locations, shall be equipped with approved sleeves
and escutcheons. Escutcheons shall be polished chrome plated.
F. Install pipe sleeve at piping penetrations through footings, walls, and floors. Seal pipe and sleeve
penetrations to maintain fire resistance equivalent to fire separation.
G. Install piping to allow for expansion and contraction without stressing pipe, joints, or connected
equipment.
H. Pipe Hangers and Supports:
1. Install in accordance with NFPA 13.
2. Install hangers to with minimum 1/2 inch space between finished covering and adjacent work.
3. Place hangers within 12 inches of each horizontal elbow,
4. Use hangers with 1-1/2 inch minimum vertical adjustment. Design hangers for pipe
movement without disengagement of supported pipe.
5. Support vertical piping at every floor. Support riser piping independently of connected
horizontal piping.
6. Where installing several pipes in parallel and at same elevation, provide multiple or trapeze
hangers.
7. Prime coat exposed steel hangers and supports. Refer to Section 09 90 00. Hangers and
supports located in crawl spaces, pipe shafts, and suspended ceiling spaces are not
considered exposed.
I. Slope piping and arrange systems to drain at low points. Install eccentric reducers to maintain top
of pipe level.
J. Prepare pipe, fittings, supports, and accessories for finish painting. Where pipe support members
are welded to structural building framing, scrape, brush clean, and apply one coat of zinc rich
primer to welding. Refer to Section 09 90 00.
K. Do not penetrate building structural members unless indicated.
L. Where more than one piping system material is specified, install compatible system components
and joints. Install flanges, union, and couplings at locations requiring servicing.
M. Die cut threaded joints with full cut standard taper pipe threads with red lead and linseed oil or
other non-toxic joint compound applied to male threads only.
N. Install valves with stems upright or horizontal, not inverted. Remove protective coatings after
installation.
O. Install gate or butterfly valves for shut-off or isolating service.
P. Install drain valves at main shut-off valves, low points of piping and apparatus.
Q. Sprinkler system shall be provided with complete drainage facilities in accordance with UBC Std
drain discharge shall not spill on grade. It shall go into a sewer.
R. Where inserts are omitted, drill through concrete slab from below and install through -bolt with
recessed square steel plate and nut recessed into and grouted flush with slab.
COMMON WORK RESULTS FOR FIRE SUPPRESSION 21 05005
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JITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
S. Upon completion and prior to acceptance of installation, Contractor shall subject system,
including underground supply connections, to tests required by UBC Std and shall furnish the
District with a certificate of compliance as required.
T. Close nipples shall not be used. Threaded unions shall not be installed in concealed areas
unless provided with an approved access panel.
U. Fire sprinkler systems piping hanger and supports shall conform to the UBC Std requirements.
V. Underground pipe shall be laid on a flat undisturbed sand bed. After required pressure -leak test,
pipe shall be covered with sand not less than 6 inches thick, prior to backfilling.
W. Piping to a sprinkler head in the elevator machine room or elevator shaft shall not go out of the
room or shaft.
X. Provide shunt trip on sprinklers located in the elevator machine rooms and elevator hoist way
unless the sprinklers are located 2 feet or less from the pit floor.
3.03 INTERFACE WITH OTHER PRODUCTS
A. Inserts:
1. Install inserts for placement in concrete forms.
2. Install inserts for suspending hangers from reinforced concrete slabs and sides of reinforced
concrete beams.
3. Install hooked rod to concrete reinforcement section for inserts carrying pipe over 4 inches.
4. Where concrete slabs form finished ceiling, locate inserts flush with slab surface.
A. Section 01 70 00 - Execution and Closeout Requirements: Final cleaning.
B. Clean entire system after other construction is complete.
END OF SECTION
21 0500-6 COMMON WORK RESULTS FOR FIRE SUPPRESSION
CITY OF NEWPORT BEACH'
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 22 0503
PIPES AND TUBES FOR PLUMBING PIPING AND EQUIPMENT
PART 1 -GENERAL
1.01 SUMMARY
A. Section Includes: Pipe and pipe fittings for the following systems:
1. Domestic water piping, within 5 feet of building.
2. Domestic water piping, above grade.
3. Sanitary sewer piping, within 5 feet of building.
4. Sanitary sewer piping, above grade.
5. Storm water piping, within 5 feet of building.
6. Storm water piping, above grade.
7. Flexible connectors.
8. Underground pipe markers.
9. Bedding and cover materials.
B. Related Sections:
RM ARCHITECTURE
MARCH, 2014
1. Section 07 84 00 - Firestopping: Product requirements for firestopping for placement by this
section.
2. Section 08 31 13 - Access Doors and Frames: Product requirements for access doors for
placement by this section.
3. Section 09 90 00 - Painting and Coating: Product and execution requirements for painting
specified by this section.
4. Section 22 05 23 - General -Duty Valves for Plumbing Piping: Product requirements for valves
for placement by this section.
5. Section 22 05 29 - Hangers and Supports for Plumbing Piping and Equipment: Product
requirements for pipe hangers and supports and firestopping for placement by this section.
6. Section 22 07 00 - Plumbing Insulation: Product requirements for piping insulation for
placement by this section.
7. Section 31 05 13 - Soils for Earthwork: Soils for backfill in trenches.
8. Section 31 05 16 - Aggregates for Earthwork: Aggregate for backfill in trenches.
9. Section 31 23 16 - Excavation: Product and execution requirements for excavation and
backfill required by this section.
10. Section 31 23 17 - Trenching: Execution requirements for trenching for underground piping
systems.
11. Section 31 23 23 - Fill: Execution requirements for backfilling required by this section.
1.02 REFERENCES
A. American Society of Mechanical Engineers:
1. ASME 816.1 - Cast Iron Pipe Flanges and Flanged Fittings.
2. ASME B16.3 - Malleable Iron Threaded Fittings.
3. ASME 816.4 - Gray Iron Threaded Fittings.
4. ASME B16.18 - Cast Copper Alloy Solder Joint Pressure Fittings.
5. ASME B16.22 - Wrought Copper and Copper Alloy Solder Joint Pressure Fittings.
6. ASME B16.23 - Cast Copper Alloy Solder Joint Drainage Fittings (DWV).
7. ASME B16.29 - Wrought Copper and Wrought Copper Alloy Solder Joint Drainage Fittings -
DWV.
8. ASME B31.9 - Building Services Piping.
9. ASME B36.10M - Welded and Seamless Wrought Steel Pipe.
10. ASME Section IX - Boiler and Pressure Vessel Code - Welding and Brazing Qualifications.
PIPES AND TUBES FOR PLUMBING PIPING EQUIPMENT 220503-1
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MARCH, 2014
,;ITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
B. ASTM International:
1. ASTM A47/A47M - Standard Specification for Ferritic Malleable Iron Castings.
2, ASTM A53/A53M - Standard Specification for Pipe, Steel, Black and Hot -Dipped, Zinc -
Coated, Welded and Seamless.
3. ASTM A74 - Standard Specification for Cast Iron Soil Pipe and Fittings.
4. ASTM A234/A234M - Standard Specification for Piping Fittings of Wrought Carbon Steel and
Alloy Steel for Moderate and High Temperature Service.
5. ASTM A395/A395M - Standard Specification for Ferritic Ductile Iron Pressure -Retaining
Castings for Use at Elevated Temperatures.
6. ASTM A536 - Standard Specification for Ductile Iron Castings.
7. ASTM A746 - Standard Specification for Ductile Iron Gravity Sewer Pipe.
8, ASTM A888 — Standard Specification for Hubless Cast Iron Soil Pipe and Fittings for Sanitary
and Storm Drain, Waste, and Vent Piping Applications.
9. ASTM B32 - Standard Specification for Solder Metal.
10. ASTM 688 - Standard Specification for Seamless Copper Water Tube.
11. ASTM B306 - Standard Specification for Copper Drainage Tube (DWV).
12. ASTM C564 - Standard Specification for Rubber Gaskets for Cast Iron Soil Pipe and Fittings.
13. ASTM D1248 — Standard Specification for Polyethylene Plastics Molding and Extrusion
Material.
C. American Welding Society:
1. AWS A5.8 -Specification for Filler Metals for Brazing and Braze Welding.
2. AWS D1.1 -Structural Welding Code -Steel.
D. American Water Works Association:
1. AWWA C104 - American National Standard for Cement -Mortar Lining for Ductile -Iron Pipe
and Fittings for Water.
2. AWWA C105 - American National Standard for Polyethylene Encasement for Ductile -Iron
Pipe Systems.
3. AWWA C110 - American National Standard for Ductile -Iron and Grey -Iron Fittings, 3 in.
through 48 in. (75 mm through 1200 mm), for Water and Other Liquids.
4. AWWA C111 - American National Standard for Rubber -Gasket Joints for Ductile -Iron
Pressure Pipe and Fittings.
5. AWWA C151 - American National Standard for Ductile -Iron Pipe, Centrifugally Cast, for
Water.
E. Cast Iron Soil Pipe Institute:
1. CISPI 301 - Standard Specification for Hubless Cast Iron Soil Pipe and Fittings for Sanitary
and Storm Drain, Waste, and Vent Piping Applications.
2. CISPI 310 -Specification for Coupling for Use in Connection with Hubless Cast Iron Soil Pipe
and Fittings for Sanitary and Storm Drain, Waste, and Vent Piping Applications.
1.03 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Submittal procedures
B. Shop Drawings: Indicate layout of piping systems, including equipment, critical dimensions, and
sizes. Submit shop drawings sealed by registered professional engineer.
C. Product Data: Submit data on pipe materials and fittings. Submit manufacturers catalog
information.
D. Design Data: Indicate pipe sizes. Indicate pipe sizing methods. Indicate calculations used. Submit
sizing methods and calculations sealed by registered professional engineer.
E. Welders' Certificate: Include welders' certification of compliance with ASME Section IX.
220503-2 PIPES AND TUBES FOR PLUMBING PIPING AND EQUIPMENT
CITY OF NEWPORT BEACH`
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
1.04 QUALITY ASSURANCE
RM ARCHITECTURE
MARCH, 2014
A. Perform Work in accordance with ASME B31.9 code for installation of piping systems and ASME
Section IX for welding materials and procedures.
B. Maintain one copy of each document on site.
1.05 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing Products specified in this section with
minimum three years documented experience.
B. Installer: Company specializing in performing work of this section with minimum 5 years
documented experience approved by manufacturer.
C. Design piping systems with pipe hangers and supports under direct supervision of Professional
Engineer experienced in design of this Work and licensed in State of California.
1.06 PRE -INSTALLATION MEETINGS
A. Section 01 30 00 - Administrative Requirements: Pre -installation meeting.
B. Convene minimum one week prior to commencing work of this section.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Section 0160 00 - Product Requirements: Requirements for transporting, handling, storing, and
protecting products.
B. Furnish temporary end caps and closures on piping and fittings. Maintain in place until
installation.
C. Protect piping from entry of foreign materials by temporary covers, completing sections of the
Work, and isolating parts of completed system.
1.08 ENVIRONMENTAL REQUIREMENTS
A. Section 0160 00 - Product Requirements: Environmental conditions affecting products on site.
B. Do not install underground piping when bedding is wet or frozen.
1.09 FIELD MEASUREMENTS
A. Verify field measurements prior to fabrication.
1.10 COORDINATION
A. Section 01 30 00 - Administrative Requirements: Requirements for coordination.
B. Coordinate installation of buried piping with trenching.
PART 2 -PRODUCTS
2.01 DOMESTIC WATER PIPING, BURIED WITHIN 5 FEET OF BUILDING
A. Copper Tubing: ASTM B88, Type K annealed.
PIPES AND TUBES FOR PLUMBING PIPING EQUIPMENT 220503-3
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BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
1. Fittings: ASME B16.18, cast copper, or ASME B16.22, wrought copper.
2. Joints: Compression connection or Brazed, AWS A5.8 BCuP silver/phosphorus/copper alloy
with melting range 1190 to 1480 degrees F.
2.02 DOMESTIC WATER PIPING, ABOVE GRADE
A. Copper Tubing: ASTM B88, Type L, hard drawn.
1. Fittings: ASME B16.18, cast copper alloy or ASME 816.22, wrought copper and bronze.
2. Joints: Solder, lead free, ASTM B32, 95-5 tin -antimony, or tin and silver, with melting range
430 to 535 degrees F.
2.03 SANITARY SEWER PIPING, BURIED WITHIN 5 FEET OF BUILDING
A. Cast Iron Soil Pipe: ASTM A888 plain ends.
1. Fittings: Cast iron, ASTM A888.
2. Joints: CISPI HSN compression type with ASTM C564 neoprene gaskets or lead and
oakum.
3. Acceptable Manufacturers: ABI, Charlotte and Tyler Pipe.
B. Cast Iron Pipe: CISPI 301, hub -less.
1. Fittings: Cast iron, CISPI 301.
2. Joints: CISPI 310, neoprene gasket and stainless steel clamp and shield assemblies.
3. Acceptable Manufacturers: ABI, Charlotte and Tyler Pipe.
C. Polyethylene Encasement: ASTM D1248 polyethylene tube or sheet form to encase cast iron
pipe, with minimum 0.008 inch (0.20 mm) thickness. Install encasement as per ASTM A74 and
manufacturer's recommendations.
2.04 SANITARY SEWER PIPING, ABOVE GRADE
A. Cast Iron Pipe: ASTM A888, service weight.
1. Fittings: Cast iron, ASTM A888.
2. Joints: ASTM C564, rubber gasket joint devices or lead and oakum.
3. Acceptable Manufacturers: ABI, Charlotte and Tyler Pipe.
B. Cast Iron Pipe: CISPI 301, hub -less, service weight.
1. Fittings: Cast iron, CISPI 301.
2. Joints: CISPI 310, neoprene gaskets and stainless steel clamp -and -shield assemblies.
3. Acceptable Manufacturers: ABI, Charlotte and Tyler Pipe.
2.05 STORM WATER PIPING, BURIED WITHIN 5 FEET OF BUILDING
A. Cast Iron Pipe: ASTM A888, plain ends.
1. Fittings: Cast iron, ASTM A888.
2. Joints: ASTM C564, rubber gasket joint devices or lead and oakum.
3. Acceptable Manufacturers: ABI, Charlotte and Tyler Pipe.
B. Cast Iron Pipe: CISPI 301, hubless, service weight.
1. Fittings: Cast iron, CISPI 301.
2. Joints: Neoprene gaskets and stainless steel clamp -and -shield assemblies.
3. Acceptable Manufacturers: ABI, Charlotte and Tyler Pipe.
C. Polyethylene Encasement: ASTM D1248 polyethylene tube or sheet form to encase cast iron
pipe, with minimum 0.008 inch (0.20 mm) thickness. Install encasement as per ASTM A74 and
manufacturer's recommendations.
220503-4 PIPES AND TUBES FOR PLUMBING PIPING AND EQUIPMENT
CITY OF NEWPORT BEACH'' RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
2.06 STORM WATER PIPING, ABOVE GRADE
A. Cast Iron Pipe: ASTM A888 plain ends.
1. Fittings: Cast iron, ASTM A888.
2. Joints: ASTM C564, neoprene gasket system or lead and oakum.
3. Acceptable Manufacturers: ABI, Charlotte and Tyler Pipe.
B. Cast Iron Pipe: CISPI 301, hubless, service weight.
1. Fittings: Cast iron, CISPI 301.
2. Joints: Neoprene gaskets and stainless steel clamp -and -shield assemblies.
3. Acceptable Manufacturers: ABI, Charlotte and Tyler Pipe.
2.07 UNDERGROUND PIPE MARKERS
A. Manufacturers:
1. Secton.
2. Brady.
3. Substitutions: Section 01 60 00 - Product Requirements.
B. Plastic Ribbon Tape: Bright colored, continuously printed, minimum 6 inches wide by 4 mil thick,
manufactured for direct burial service.
C. Trace Wire: Magnetic detectable conductor, bare.
2.08 BEDDING AND COVER MATERIALS
A. Bedding: As specified in Section 31 05 16.
B. Cover: As specified in Section 31 05 16.
C. Soil Backfill from Above Pipe to Finish Grade: As specified in Section 31 05 13. Subsoil with no
rocks over 6 inches in diameter, frozen earth or foreign matter.
I;Jal�frII� (��11�7[i7�1
3.01 EXAMINATION
A. Section 01 30 00 - Administrative Requirements: Verification of existing conditions before starting
work.
B. Verify excavations are to required grade, dry, and not over -excavated.
C. Verify trenches are ready to receive piping.
3.02 PREPARATION
A. Ream pipe and tube ends. Remove burrs.
B. Remove scale and dirt on inside and outside before assembly.
C. Prepare piping connections to equipment with flanges or unions.
D. Keep open ends of pipe free from scale and dirt. Protect open ends with temporary plugs or caps.
PIPES AND TUBES FOR PLUMBING PIPING EQUIPMENT 220503-5
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MARCH, 2014
3.03 INSTALLATION - BURIED PIPING SYSTEMS
.JITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
A. Verify connection size, location, and invert are as indicated on Drawings.
B. Establish elevations of buried piping with not less than 1 ft of cover.
C. Establish minimum separation of 1 foot from other services piping in accordance with CPC code.
D. Excavate pipe trench in accordance with Section 31 23 17.
E. Install pipe to elevation as indicated on Drawings or as required.
F. Place bedding material at trench bottom to provide uniform bedding for piping, level bedding
materials in one continuous layer not exceeding 6 inches compacted depth; compact to 95
percent maximum density.
G. Install pipe on prepared bedding.
H. Route pipe in straight line.
I. Install pipe to allow for expansion and contraction without stressing pipe or joints.
J. Install shutoff and drain valves at locations indicated on Drawings in accordance with this Section.
K. Install plastic ribbon tape continuous over top of pipe, 6 inches above pipe line.
L. Install trace wire continuous over top of pipe, 6 inches above pipe line.
M. Pipe Cover and Backfilling:
1. Backfill trench in accordance with Section 31 23 23.
2. Maintain optimum moisture content of fill material to attain required compaction density.
3. After hydrostatic test, evenly backfill entire trench width by hand placing backfill material and
hand tamping in 6 inches compacted layers to 12 inches minimum cover overtop of jacket.
Compact to 95 percent maximum density.
4. Evenly and continuously backfill remaining trench depth in uniform layers with backfill
material.
5. Do not use wheeled or tracked vehicles for tamping.
3.04 INSTALLATION -ABOVE GROUND PIPING
A. Route piping in orderly manner and maintain gradient. Route parallel and perpendicular to walls.
B. Install piping to maintain headroom without interfering with use of space or taking more space
than necessary.
C. Group piping whenever practical at common elevations.
D. Sleeve pipe passing through partitions, walls and floors. Refer to Section 22 05 29,
E. Install piping to allow for expansion and contraction without stressing pipe, joints, or connected
equipment.
F. Provide clearance in hangers and from structure and other equipment for installation of insulation
and access to valves and fittings. Refer to Section 22 07 00,
G. Provide clearance for installation of insulation and access to valves and fittings,
220503-6 PIPES AND TUBES FOR PLUMBING PIPING AND EQUIPMENT
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BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
H. Provide access where valves and fittings are not accessible. Coordinate size and location of
access doors with Section 08 31 13.
I. Install non -conducting dielectric connections wherever jointing dissimilar metals.
J. Establish invert elevations, slopes for drainage to Y inch per foot minimum. Maintain gradients
unless otherwise indicated.
K. Slope piping and arrange systems to drain at low points.
L. Protect piping systems from entry of foreign materials by temporary covers, completing sections
of the Work, and isolating parts of completed system.
M. Where pipe support members are welded to structural building framing, scrape, brush clean and
apply one coat of zinc rich primer to welding.
N. Prepare pipe, fittings, supports and accessories not prefinished, ready for finish painting.
O. Install valves with steams upright or horizontal, not inverted.
P. Provide firestopping at fire rated walls, floors or ceiling assemblies under provisions of Division 7.
Q. Install piping penetrating roofed areas to maintain integrity of roof assembly.
R. Install valves in accordance with Section 22 05 23.
S. Insulate piping. Refer to Section 22 07 00.
3.05 INSTALLATION -DOMESTIC WATER PIPING SYSTEMS
A. Install domestic water piping system in accordance with CPC.
3.06 INSTALLATION -SANITARY WASTE AND VENT PIPING SYSTEMS
A. Install sanitary waste and vent piping systems in accordance with CPC.
3.07 INSTALLATION -STORM DRAINAGE PIPING SYSTEMS
A. Install storm drainage piping systems in accordance with CPC plumbing code.
B. Support cast iron drainage piping at every joint.
3.08 APPLICATION
A. Install unions downstream of valves and at equipment or apparatus connections.
B. Install brass male adapters each side of valves in copper piped system. Sweat solder adapters to
pipe.
C. Install ball valves for shut-off and to isolate equipment or part of system. Install access panel in
hard ceilings and or walls as indicated on plans.
3.09 FIELD QUALITY CONTROL
A. Section 01 70 00 - Execution and Closeout Requirements: Field inspecting, testing, adjusting,
and balancing.
PIPES AND TUBES FOR PLUMBING PIPING EQUIPMENT 220503-7
RM ARCHITECTURE
MARCH, 2014
.:ITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
B. Test domestic water piping system in accordance with applicable code.
C. Test sanitary waste and vent piping system in accordance with applicable code.
D. Test storm drainage piping system in accordance with applicable code.
3.10 CLEANING
A. Section 0170 00 - Execution and Closeout Requirements: Requirements for cleaning.
3.11 DISINFECTION OF DOMESTIC WATER PIPING SYSTEM
A. Disinfect ion of potable water system shall comply with ANSIIAWWA C651-92.
B. When hot and cold water piping, including fixtures, have been installed, tested and accepted.
Disinfect the system using any of the three methods of chlorination explained in AWWA C651-92
standard.
C. The basic disinfection procedure shall consists of:
1. Preventing contaminating materials from entering the water piping system during storage,
construction or repair.
2. Removing, by flushing or other means, those materials that may have entered the water
piping system.
3. Chlorinating any residual contamination that may remain, and flushing the chlorinated water
from the piping system.
4. Protecting the existing distribution system from backflow due to hydrostatic pressure test and
disinfection procedures.
5. Determining the bacteriological quality by laboratory test after disinfect ion. At least one
water sample from the existing distribution system shall be tested.
6. Final connection of the water piping system to the active distribution system.
D. Submit Record of Compliance: The record of compliance shall be the bacteriological test results
certifying the water sampled from the water piping system to be free of coliform bacteria
contamination, and to be equal to or better than the bacteriologic water quality in the distribution
system.
END OF SECTION
220503-8 PIPES AND TUBES FOR PLUMBING PIPING AND EQUIPMENT
CITY OF NEWPORT BEACH'
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 22 0523
MA1137i1ia7111 VATfe11141%i7t4.11ttIuT=- Zc7JIJI:Ce3
PART 1 -GENERAL
1.01 SUMMARY
RM ARCHITECTURE
MARCH, 2014
A. Section Includes:
1. Ball valves.
2. Check valves.
3. Pressure reducing valves.
B. Related Sections:
1. Section 22 05 03 - Pipes and Tubes for Plumbing Piping and Equipment: Product and
installation requirements for piping materials applying to various system types.
2. Section 22 05 29 - Hangers and Supports for Plumbing Piping and Equipment: Product and
installation requirements for pipe hangers and supports.
3. Section 22 07 00 - Plumbing Insulation: Product and installation requirements for insulation
for valves.
4. Section 22 13 00 - Facility Sanitary Sewerage: Product and installation requirements for
piping and equipment used in sanitary waste and vent systems.
5. Section 22 14 00 - Facility Storm Drainage: Product and installation requirements for piping
and equipment used in storm drainage systems.
1.02 REFERENCES
A. Manufacturers Standardization Society of the Valve and Fittings Industry:
1. MSS SP 68 — High Pressure — Offset Seat Butterfly Valves.
2. MSS SP 70 - Cast Iron Gate Valves, Flanged and Threaded Ends.
3. MSS SP 80 - Bronze Gate, Globe, Angle and Check Valves.
4. MSS SP 110 - Ball Valves Threaded, Socket -Welding, Solder Joint, Grooved and Flared
Ends.
5. MSS SP 125—Gray Iron and Ductile Iron In-line, Spring Loaded, Center -Guided Check
Valves,
1.03 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Requirements for submittals.
B. Product Data: Submit manufacturers catalog information with valve data and ratings for each
service.
C. Manufacturer's Installation Instructions: Submit hanging and support methods, joining
procedures.
D. Manufacturer's Certificate: Certify products meet or exceed specified requirements.
1.04 CLOSEOUT SUBMITTALS
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for submittals.
B. Project Record Documents: Record actual locations of valves.
C. Operation and Maintenance Data: Submit installation instructions, spare parts lists, exploded
assembly views.
GENERAL DUTY VALVES FOR PLUMBING PIPING 220523-1
RM ARCHITECTURE .)ITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
1.05 QUALITY ASSURANCE
A. Maintain one copy of each document on site.
1.06 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing Products specified in this section with
minimum three years documented experience.
B. Installer: Company specializing in performing work of this section with minimum 3 years
documented experience.
1.07 PRE -INSTALLATION MEETINGS
A. Section 01 30 00 - Administrative Requirements: Pre -installation meeting.
B. Convene minimum one week prior to commencing work of this section.
1.08 DELIVERY, STORAGE, AND HANDLING
A. Section 01 60 00 - Product Requirements: Requirements for transporting, handling, storing, and
protecting products.
B. Accept valves on site in shipping containers with labeling in place. Inspect for damage.
C. Provide temporary protective coating on cast iron and steel valves.
1.09 ENVIRONMENTAL REQUIREMENTS
A. Section 01 60 00 - Product Requirements: Environmental conditions affecting products on site.
B. Do not install valves underground when bedding is wet or frozen.
1.10 WARRANTY
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for warranties.
B. Furnish five year manufacturer warranty for valves excluding packing.
1.11 EXTRA MATERIALS
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for extra materials.
B. Furnish two packing kits for each size valve.
119-m". dPAffl=T#11L*W
2.01 BALL VALVES
A. Manufacturers:
1. Crane Valve, North America.
2. Milwaukee Valve Company,
3. NIBCO, Inc.
4. Stockham Valves & Fittings.
5. Substitutions: Section 01 60 00 - Product Requirements.
220623-2 GENERAL DUTY VALVES FOR PLUMBING PIPING
CITY OF NEWPORT BEACH'` RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
B. 2 inches and Smaller: MSS SP 110, 600 psi WOG, two-piece bronze body, 316 stainless steel
ball full port, PTFE seats, blow-out proof stem, threaded ends, lever handle. Similar to Nibco
Model T-580-70-66
2.02 CHECK VALVES
A. Horizontal Swing Check Valves:
1. Manufacturers:
a. Crane Valve, North America.
b. Milwaukee Valve Company.
c. NIBCO, Inc.
d. Stockham Valves & Fittings.
e. Substitutions: Section 01 60 00 - Product Requirements.
2. 2 inches and Smaller: MSS SP 80, Class 150, bronze body and cap, bronze seat, bronze
disc, solder or threaded ends. Similar to Nibco Model T-433.
3. 2-1/2 inches and Larger: MSS SP 71, Class 125, cast iron body, bolted cap, bronze or cast
iron disc, renewable disc seal and seat, flanged ends. Similar to Nibco Model F -918-B.
2.03 PRESSURE REDUCING VALVE
A. The pressure reducing valve shall consist of a cast bronze body and bell housing and a "Y"
strainer with 20 mesh stainless steel screen. A separate access cover for the plunger and a bolt
to adjust the downstream pressure shall be provided. The bronze bell housing and access cap
shall be threaded to the body and shall not require the use of ferrous screws. The assembly shall
be of the balanced piston design and shall reduce pressure in both flow and no -flow conditions.
The assembly shall be accessible to maintenance without having to remove the body from the
line.
171�i��3�FI�y(G7:
3.01 EXAMINATION
A. Section 0130 00 - Administrative Requirements:Verification of existing conditions before starting
work.
B. Verify piping system is ready for valve installation.
3.02 INSTALLATION
A. Install valves with stems upright or horizontal, not inverted.
B. Install brass male adapters each side of valves in copper piped system. Solder adapters to pipe.
C. Install 314 inch ball valves with cap for drains at main shut-off valves, low points of piping, bases
of vertical risers, and at equipment.
D. Install valves with clearance for installation of insulation and allowing access.
E. Provide access where valves and fittings are not accessible.
F. Refer to Section 22 05 29 for pipe hangers.
G. Refer to Section 22 07 00 for insulation requirements for valves.
H. Refer to Section 22 05 03 for piping materials applying to various system types.
I. For installation of valves in sanitary systems refer to Section 22 13 00.
GENERAL DUTY VALVES FOR PLUMBING PIPING 220523-3
RM ARCHITECTURE .;ITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
J. For installation of valves in storm systems refer to Section 22 14 00.
K. For installation of valves in compressed air piping systems refer to Section 22 15 00.
3.03 VALVE APPLICATIONS
A. Install ball for shut-off and to isolate equipment, part of systems, or vertical risers.
B. Install ball valves in domestic water systems for shut-off service.
END OF SECTION
220523-4 GENERAL DUTY VALVES FOR PLUMBING PIPING
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
SECTION 22 0529
HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT
PART 1 -GENERAL
1.01 SUMMARY
A. Section Includes:
1. Pipe hangers and supports.
2. Hanger rods.
3. Inserts.
4. Flashing.
5. Sleeves.
6. Mechanical sleeve seals.
7. Formed steel channel.
8. Firestopping relating to plumbing work.
9. Firestopping accessories.
10. Equipment bases and supports.
B. Related Sections:
1. Section 03 10 00 - Concrete Forming and Accessories: Execution requirements for
placement of sleeves in concrete forms specified by this section.
2. Section 03 30 00 - Cast -In -Place Concrete: Execution requirements for placement of
concrete housekeeping pads specified by this section.
3. Section 07 84 00 - Firestopping: Product requirements for firestopping for placement by this
section.
4. Section 07 90 00 - Joint Protection: Product requirements for sealant materials for placement
by this section.
5. Section 09 90 00 - Painting and Coating: Product and execution requirements for painting
specified by this section.
6. Section 22 05 03 - Pipes and Tubes for Plumbing Piping and Equipment: Execution
requirements for placement of hangers and supports specified by this section.
7. Section 22 05 48 - Vibration and Seismic Controls for Plumbing Piping and Equipment:
Product and execution requirements for vibration isolators.
8. Section 22 11 00 - Facility Water Distribution: Execution requirements for placement of
hangers and supports specified by this section.
9. Section 22 13 00 - Facility Sanitary Sewerage: Execution requirements for placement of
hangers and supports specified by this section.
10. Section 22 14 00 - Facility Storm Drainage: Execution requirements for placement of hangers
and supports specified by this section.
1.02 REFERENCES
A. American Society of Mechanical Engineers:
1, ASME 831.1 - Power Piping.
2. ASME B31.9 - Building Services Piping.
B. ASTM International:
1. ASTM E84 - Test Method for Surface Burning Characteristics of Building Materials.
2. ASTM E119 - Method for Fire Tests of Building Construction and Materials.
3. ASTM E814 - Test Method of Fire Tests of Through Penetration Firestops.
4. ASTM F708 - Standard Practice for Design and Installation of Rigid Pipe Hangers.
5. ASTM E1966 - Standard Test Method for Fire -Resistive Joint Systems.
C. American Welding Society:
HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT 220529-1
RM ARCHITECTURE .'ITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
1. AWS D1.1 - Structural Welding Code - Steel.
D. FM Global:
1. FM - Approval Guide, A Guide to Equipment, Materials & Services Approved By Factory
Mutual Research For Property Conservation,
E. Manufacturers Standardization Society of the Valve and Fittings Industry:
1. MSS SP 58 - Pipe Hangers and Supports - Materials, Design and Manufacturer.
2. MSS SP 69 - Pipe Hangers and Supports - Selection and Application.
3. MSS SP 89 - Pipe Hangers and Supports - Fabrication and Installation Practices.
F. Underwriters Laboratories Inc.:
1. UL 263 - Fire Tests of Building Construction and Materials.
2. UL 723 - Tests for Surface Burning Characteristics of Building Materials.
3, UL 1479 - Fire Tests of Through -Penetration Firestops.
4. UL 2079 - Tests for Fire Resistance of Building Joint Systems.
5. UL - Fire Resistance Directory.
G. Intertek Testing Services (Warnock Hersey Listed):
1. WH - Certification Listings.
1.03 DEFINITIONS
A. Firestopping (Through -Penetration Protection System): Sealing or stuffing material or assembly
placed in spaces between and penetrations through building materials to arrest movement of fire,
smoke, heat, and hot gases through fire rated construction.
1.04 SYSTEM DESCRIPTION
A. Firestopping Materials: ASTM E119, ASTM E814, UL 263 and UL 1479 to achieve fire ratings as
noted on Drawings for adjacent construction, but not less than 1 hour fire rating.
B. Surface Burning: ASTM E84, UL 723 with maximum flame spread / smoke developed rating of
25/450.
C. Firestop interruptions to fire rated assemblies, materials, and components.
1.05 PERFORMANCE REQUIREMENTS
A. Firestopping: Conform to FM or UL for fire resistance ratings and surface burning characteristics.
B. Firestopping: Provide certificate of compliance from authority having jurisdiction indicating
approval of materials used.
1.06 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Submittal procedures.
B. Shop Drawings: Indicate system layout with location including critical dimensions, sizes, and pipe
hanger and support locations and detail of trapeze hangers.
C. Product Data:
1. Hangers and Supports: Submit manufacturers catalog data including load capacity.
2. Firestopping: Submit data on product characteristics, performance and limitation criteria.
020629-2 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT
CITY OF NEWPORT BEACH'
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
RM ARCHITECTURE
MARCH, 2014
D. Firestopping Schedule: Submit schedule of opening locations and sizes, penetrating items, and
required listed design numbers to seal openings to maintain fire resistance rating of adjacent
assembly.
E. Design Data: Indicate load carrying capacity of trapeze, multiple pipe, and riser support hangers.
Indicate calculations used to determine load carrying capacity of trapeze, multiple pipe, and riser
support hangers. Submit sizing methods and calculations sealed by a registered professional
engineer.
F. Manufacturer's Installation Instructions:
1. Hangers and Supports: Submit special procedures and assembly of components.
2. Firestopping: Submit preparation and installation instructions.
G. Manufacturer's Certificate: Certify products meet or exceed specified requirements.
H. Engineering Judgements: For conditions not covered by UL or WH listed designs, submit
judgements by licensed professional engineer suitable for presentation to authority having
jurisdiction for acceptance as meeting code fire protection requirements.
1.07 QUALITY ASSURANCE
A. Through Penetration Firestopping of Fire Rated Assemblies: UL 1479 or ASTM E814 with 0.10
inch water gage minimum positive pressure differential to achieve fire F -Ratings and temperature
T -Ratings as indicated on Drawings, but not less than 1 -hour.
1. Wall Penetrations: Fire F -Ratings as indicated on Drawings, but not less than 1 -hour.
2. Floor Penetrations: Fire F -Ratings and temperature T -Ratings as indicated on Drawings, but
not less than 1 -hour.
a. Floor Penetrations Within Wall Cavities: T -Rating is not required.
B. Through Penetration Firestopping of Non -Fire Rated Floor Assemblies: Materials to resist free
passage of flame and products of combustion.
1. Noncombustible Penetrating Items: Noncombustible materials for penetrating items
connecting maximum of three stories.
2. Penetrating Items: Materials approved by authorities having jurisdiction for penetrating items
connecting maximum of two stories.
C. Fire Resistant Joints in Fire Rated Floor, Roof, and Wall Assemblies: ASTM E1966 or UL 2079
to achieve fire resistant rating as indicated on Drawings for assembly in which joint is installed.
D. Fire Resistant Joints Between Floor Slabs and Exterior Walls: ASTM Ell 19 with 0.10 inch water
gage minimum positive pressure differential to achieve fire resistant rating as indicated on
Drawings for floor assembly.
E. Surface Burning Characteristics: 25/450 flame spread/smoke developed index when tested in
accordance with ASTM E84.
F. Perform Work in accordance with AWS D1.1 for welding hanger and support attachments to
building structure.
G. Maintain one copy of each document on site.
1.08 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing Products specified in this section with
minimum three years documented experience.
HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT 220529-3
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MARCH, 2014
.;ITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
B. Installer: Company specializing in performing Work of this section with minimum 3 years
documented experience.
1.09 PRE -INSTALLATION MEETINGS
A. Section 01 30 00 - Administrative Requirements: Pre -installation meeting.
B. Convene minimum one week prior to commencing work of this section.
1.10 DELIVERY, STORAGE, AND HANDLING
A. Section 01 60 00 - Product Requirements: Requirements for transporting, handling, storing, and
protecting products.
B. Accept materials on site in original factory packaging, labeled with manufacturer's identification.
C. Protect from weather and construction traffic, dirt, water, chemical, and damage, by storing in
original packaging.
1.11 ENVIRONMENTAL REQUIREMENTS
A. Section 01 60 00 - Product Requirements: Environmental conditions affecting products on site.
B. Do not apply firestopping materials when temperature of substrate material and ambient air is
below 60 degrees F.
C. Maintain this minimum temperature before, during, and for minimum 3 days after installation of
firestopping materials.
1.12 FIELD MEASUREMENTS
A. Verify field measurements prior to fabrication.
1.13 WARRANTY
A. Section 0170 00 - Execution and Closeout Requirements: Product warranties and product bonds.
B. Furnish five year manufacturer warranty for pipe hangers and supports.
PART2-PRODUCTS
2.01 PIPE HANGERS AND SUPPORTS
A. Manufacturers:
1.
Carpenter & Paterson Inc.
2.
Creative Systems Inc.
3.
Flex -Weld, Inc.
4.
Glope Pipe Hanger Products Inc.
5.
Michigan Hanger Co.
6.
Superior Valve Co.
7.
Tolco.
8.
Substitutions: Section 01 60 00
Product Requirements.
B. Plumbing Piping - DWV:
1. Conform to ASME 631.9, ASTM F708, MSS SP58, MSS SP69, or MSS SP89.
2. Hangers for Pipe Sizes 1/2 to 1-1/2 inch: Carbon steel, adjustable swivel, split ring.
3. Hangers for Pipe Sizes 2 inches and Larger: Carbon steel, adjustable, clevis.
020529-4 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
RM ARCHITECTURE
MARCH, 2014
4. Multiple or Trapeze Hangers: Steel channels with welded spacers and hanger rods.
5. Wall Support for Pipe Sizes 3 inches and Smaller: Cast iron hook.
6. Wall Support for Pipe Sizes 4 inches and Larger: Welded steel bracket and wrought steel
clamp.
7. Vertical Support: Steel riser clamp.
8. Floor Support: Cast iron adjustable pipe saddle, lock nut, nipple, floor flange, and concrete
pier or steel support.
9. Copper Pipe Support: Copper -plated, carbon -steel adjustable, ring.
C. Plumbing Piping - Water:
1. Conform to ASME 1331.9, ASTM F708, MSS SP58, MSS SP69 or MSS SP89.
2. Hangers for Pipe Sizes 1/2 to 1-1/2 inch: Carbon steel, adjustable swivel, split ring.
3. Hangers for Cold Pipe Sizes 2 inches and Larger: Carbon steel, adjustable, clevis.
4. Hangers for Hot Pipe Sizes 2 to 4 inches: Carbon steel, adjustable, clevis.
5. Hangers for Hot Pipe Sizes 6 inches and Larger: Adjustable steel yoke, cast iron roll, double
hanger.
6. Multiple or Trapeze Hangers: Steel channels with welded spacers and hanger rods.
7. Multiple or Trapeze Hangers for Hot Pipe Sizes 6 inches and Larger: Steel channels with
welded spacers and hanger rods, cast iron roll.
8. Wall Support for Pipe Sizes 3 inches and Smaller: Cast iron hook.
9. Wall Support for Pipe Sizes 4 inches and Larger: Welded steel bracket and wrought steel
clamp.
10. Wall Support for Hot Pipe Sizes 6 inches and Larger: Welded steel bracket and wrought steel
clamp with adjustable steel yoke and cast iron roll.
11. Vertical Support: Steel riser clamp.
12. Floor Support for Cold Pipe: Cast iron adjustable pipe saddle, lock nut, nipple, floor flange,
and concrete pier or steel support.
13. Floor Support for Hot Pipe Sizes 4 inches and Smaller: Cast iron adjustable pipe saddle, lock
nut, nipple, floor flange, and concrete pier or steel support.
14. Floor Support for Hot Pipe Sizes 6 inches and Larger: Adjustable cast iron roll and stand,
steel screws, and concrete pier or steel support.
15. Copper Pipe Support: Copper -plated, Carbon -steel ring.
2.02 ACCESSORIES
A. Hanger Rods: Mild steel threaded both ends, threaded on one end, or continuous threaded.
2.03 MANUFACTURERS — SEISMIC BRACING
A. Systems: Products of B -Line, Inc., Oakland, CA, are the standard of quality required and
specified herein. Similar products of other manufacturers meeting the same standards of
performance and approved by OSHPD or ORS/DSA may be submitted for approval.
2.04 INSERTS
A. Inserts: Malleable iron case of galvanized steel shell and expander plug for threaded connection
With lateral adjustment, top slot for reinforcing rods, lugs for attaching to forms; size inserts to suit
threaded hanger rods.
2.05 FLASHING
A. Metal Flashing: 24 gage thick galvanized steel.
B. Metal Counterflashing: 24 gage thick galvanized steel.
C. Lead Flashing:
1. Waterproofing: 5 Ib./sq. It sheet lead.
HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT 220529-5
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MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
2. Soundproofing: 1 Ib./sq, ft sheet lead.
D. Flexible Flashing: 1/16 inch thick sheet; compatible with roofing
E. Caps: Steel, 22 gage minimum; 16 gage at fire resistant elements.
2.06 SLEEVES
A. Sleeves for Pipes Through Non -fire Rated Floors: 18 gage thick galvanized steel.
B. Sleeves for Pipes Through Non -fire Rated Beams, Walls, Footings, and Potentially Wet Floors:
Steel pipe or 18 gage thick galvanized steel.
C. Sealant: Acrylic.
2.07 FIRESTOPPING
A. Manufacturers:
1. Dow Corning Corp,
2. Fire Trak Corp.
3. HIM Corp.
4. International Protective Coating Corp.
5. 3M fire Protection Products,
6. Specified Technology, Inc.
7. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: Different types of products by multiple manufacturers are acceptable as
required to meet specified system description and performance requirements; provide only one
type for each similar application.
1. Silicone Firestopping Elastomeric Firestopping: Single component silicone elastomeric
compound and compatible silicone sealant.
2. Foam Firestopping Compounds: Single component foam compound.
3. Formulated Firestopping Compound of Incombustible Fibers: Formulated compound mixed
with incombustible non -asbestos fibers.
4_ Fiber Stuffing and Sealant Firestopping: Composite of mineral fiber stuffing insulation with
silicone elastomer for smoke stopping.
5. Mechanical Firestopping Device with Fillers: Mechanical device with incombustible fillers and
silicone elastomer, covered with sheet stainless steel jacket, joined with collars, penetration
sealed with flanged stops.
6. Intumescent Firestopping: Intumescent putty compound which expands on exposure to
surface heat gain.
7. Firestop Pillows: Formed mineral fiber pillows.
C. Color: As selected from manufacturer's full range of colors.
2.08 FIRESTOPPING ACCESSORIES
A. Primer: Type recommended by firestopping manufacturer for specific substrate surfaces and
suitable for required fire ratings.
B. Dam Material: Permanent:
1. Mineral fiberboard.
2. Mineral fiber matting.
3. Sheet metal.
4. Plywood or particle board.
5. Alumina silicate fire board.
020629-6 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
RM ARCHITECTURE
MARCH, 2014
C_ Installation Accessories: Provide clips, collars, fasteners, temporary stops or dams, and other
devices required to position and retain materials in place.
D. General:
1. Furnish UL listed products.
2. Select products with rating not less than rating of wall or floor being penetrated.
E. Non -Rated Surfaces:
1. Stamped steel, chrome plated, hinged, split ring escutcheons or floor plates or ceiling plates
for covering openings in occupied areas where piping is exposed.
2. For exterior wall openings below grade, furnish mechanical sealing device to continuously fill
annular space between piping and cored opening or water -stop type wall sleeve.
PART 3 - EXECUTION
3.01 EXAMINATION
A. Section 01 30 00 - Administrative Requirements: Verification of existing conditions before starting
work.
B. Verify openings are ready to receive sleeves.
C. Verify openings are ready to receive firestopping.
3.02 PREPARATION
A. Clean substrate surfaces of dirt, dust, grease, oil, loose material, or other matter affecting bond of
firestopping material.
B. Remove incompatible materials affecting bond.
C. Obtain permission from Architect/Engineer before using powder -actuated anchors.
D. Do not drill or cut structural members.
3.03 INSTALLATION - INSERTS
A. Install inserts for placement in concrete forms.
B. Install inserts for suspending hangers from reinforced concrete slabs and sides of reinforced
concrete beams.
C. Provide hooked rod to concrete reinforcement section for inserts carrying pipe 4 inches and
larger.
D. Where concrete slabs form finished ceiling, locate inserts flush with slab surface.
E. Where inserts are omitted, drill through concrete slab from below and provide through -bolt with
recessed square steel plate and nut flush with top of slab.
3.04 INSTALLATION - PIPE HANGERS AND SUPPORTS
A. Install in accordance with ASME B31.1, ASME 31.9, ASTM F708, MSS SP 58, MSS SP 69 or
MSS SP 89.
B. Support horizontal piping as scheduled.
HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT 220529-7
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MAINTENANCE BUILDING
C. Install hangers with minimum 1/2 inch space between finished covering and adjacent work.
D. Place hangers w thin 12 inches of each horizontal elbow.
E. Use hangers with 1-1/2 inch minimum vertical adjustment.
F. Support horizontal cast iron pipe adjacent to each hub, with 5 feet maximum spacing between
hangers.
G. Support vertical piping at every floor. Support vertical cast iron pipe at each floor at hub.
H. Where piping is installed in parallel and at same elevation, provide multiple pipe or trapeze
hangers.
I. Support riser piping independently of connected horizontal piping.
J. Provide copper plated hangers and supports for copper piping.
K. Design hangers for pipe movement without disengagement of supported pipe.
L. Prime coat exposed steel hangers and supports. Hangers and supports located in crawl spaces,
pipe shafts, and suspended ceiling spaces are not considered exposed.
M. Provide clearance in hangers and from structure and other equipment for installation of insulation.
Refer to Section 22 07 00.
3.05 INSTALLATION - EQUIPMENT BASES AND SUPPORTS
A. Provide housekeeping pads of concrete, minimum 4 inches thick and extending 6 inches beyond
supported equipment. Refer to Section 03 30 00.
B. Using templates furnished with equipment, install anchor bolts, and accessories for mounting and
anchoring equipment.
C. Construct supports of steel members or formed steel channel. Brace and fasten with flanges
bolted to structure.
D. Provide rigid anchors for pipes after vibration isolation components are installed. Refer to Section
21 05 48.
3.06 INSTALLATION - FLASHING
A. Provide flexible flashing and metal counterflashing where piping penetrates weather or
waterproofed walls, floors, and roofs.
B. Flash vent and soil pipes projecting 3 inches minimum above finished roof surface with lead
worked 1 inch minimum into hub, 8 inches minimum clear on sides with 24 x 24 inches sheet
size. For pipes through outside walls, turn flanges back into wall and caulk, metal counter -flash,
and seal.
C. Flash floor drains in floors with topping over finished areas with lead, 10 inches clear on sides
with minimum 36 x 36 inch sheet size. Fasten flashing to drain clamp device.
D. Adjust storm collars tight to pipe with bolts; caulk around top edge. Use storm collars above roof
jacks. Screw vertical flange section to face of curb.
020529-8 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
3.07 INSTALLATION - SLEEVES
A. Exterior watertight entries: Seal with mechanical sleeve seals.
B. Set sleeves in position in forms. Provide reinforcing around sleeves.
C. Size sleeves large enough to allow for movement due to expansion and contraction. Provide for
continuous insulation wrapping.
D. Extend sleeves through floors 1 inch above finished floor level. Caulk sleeves.
E. Where piping penetrates floor, ceiling, or wall, close off space between pipe and adjacent work
with firestopping insulation and caulk. Provide close fitting metal collar or escutcheon covers at
both sides of penetration.
F. Install chrome plated steel escutcheons at finished surfaces.
3.08 INSTALLATION - FIRESTOPPING
A. Install material at fire rated construction perimeters and openings containing penetrating sleeves,
piping and other items, requiring firestopping.
B. Apply primer where recommended by manufacturer for type of firestopping material and substrate
involved, and as required for compliance with required fire ratings.
C. Apply firestopping material in sufficient thickness to achieve required fire and smoke rating, to
uniform density and texture.
D. Fire Rated Surface:
1. Seal opening at floor, wall, partition, ceiling and roof as follows:
b. Install sleeve through opening and extending beyond minimum of 1 inch on both sides of
building element.
c. Size sleeve allowing minimum of 1 inch void between sleeve and building element.
d. Pack void with backing material.
e. Seal ends of sleeve with UL listed fire resistive silicone compound to meet fire rating of
structure penetrated.
E. Non -Rated Surfaces:
1. Seal opening through non -fire rated wall, partition, floor, ceiling and roof opening as follows:
f. Install sleeve through opening and extending beyond minimum of 1 inch on both sides of
building element.
g. Size sleeve allowing minimum of 1 inch void between sleeve and building element.
h. Install type of firestopping material recommended by manufacturer.
2. Exterior wall openings below grade: Assemble rubber links of mechanical sealing device to
size of piping and tighten in place, in accordance with manufacturer's instructions.
3.09 FIELD QUALITY CONTROL
A. Section 01 40 00 - Quality Requirements: Field inspecting, testing, adjusting, and balancing.
B. Inspect installed firestopping for compliance with specifications and submitted schedule.
CsKi[=4111MM IC]
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for cleaning.
B. Clean adjacent surfaces of firestopping materials.
HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT 220529-9
RM ARCHITECTURE
MARCH, 2014
3.11 PROTECTION OF FINISHED WORK
'ITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for protecting finished
Work.
B. Protect adjacent surfaces from damage by material installation.
3.12 SCHEDULES
PIPE HANGER SPACING
PIPE MATERIAL
MAXIMUM
HANGER SPACING
Feet
HANGER ROD
DIAMETER
Inches
Cast Iron (All Sizes)
5
518
Cast Iron (All Sizes) with 10 foot length of pipe
10
5/8
Copper Tube, 1-1/4 inches and smaller
6
1/2
Copper Tube, 1-1/2 inches and larger
10
1/2
Steel, 3 inches and smaller
12
1/2
Steel, 4 inches and larger
12
5/8
END OF SECTION
020529-10 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT
CITY OF NEWPORT BEACH`
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 22 0553
IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT
PART 1 -GENERAL
1.01 SUMMARY
A. Section Includes:
1.
Nameplates.
2.
Tags.
3.
Stencils.
4.
Pipe markers.
5.
Ceiling tacks.
6,
Labels.
7.
Lockout devices.
B. Related Sections:
1. Section 09 90 00 - Painting and Coating:
this section.
1.02 REFERENCES
RM ARCHITECTURE
MARCH, 2014
Execution requirements for painting specified by
A. American Society of Mechanical Engineers:
1. ASME A13.1 - Scheme for the Identification of Piping Systems.
1.03 SUBMITTALS
A. Section 0133 00 - Submittal Procedures: Submittal procedures.
B. Product Data: Submit manufacturers catalog literature for each product required.
C. Shop Drawings: Submit list of wording, symbols, letter size, and color coding for mechanical
identification and valve chart and schedule, including valve tag number, location, function, and
valve manufacturer's name and model number.
D. Manufacturer's Installation Instructions: Indicate installation instructions, special procedures, and
installation.
E. Manufacturer's Certificate: Certify products meet or exceed specified requirements.
1.04 CLOSEOUT SUBMITTALS
A. Section 01 70 00 - Execution and Closeout Requirements: Closeout procedures.
B. Project Record Documents: Record actual locations of tagged valves; include valve tag numbers.
1.05 QUALITY ASSURANCE
A. Conform to NFPA 99 requirements for labeling and identification of medical gas piping systems
and accessories.
B. Conform to ASME A13.1 for color scheme for identification of piping systems and accessories.
C. Maintain one copy of each document on site.
IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT 220533-1
RM ARCHITECTURE .;ITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
1.06 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing products specified in this section with
minimum three years documented experience.
B. Installer: Company specializing in performing Work of this section with minimum three years
documented experience.
1.07 PRE -INSTALLATION MEETINGS
A. Section 01 30 00 - Administrative Requirements: Pre -installation meeting.
B. Convene minimum one week prior to commencing work of this section.
1.08 FIELD MEASUREMENTS
A. Verify field measurements prior to fabrication.
1.09 EXTRA MATERIALS
A. Section 01 70 00 - Execution and Closeout Requirements: Spare parts and maintenance
products.
B. Furnish two containers of spray -on adhesive.
PART2-PRODUCTS
2.01 NAMEPLATES
A. Manufacturers:
1. Craftmark identification Systems.
2. Safety Sign Co.
3. Seton Identification Products.
4. Brady Co.
5. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: Laminated three -layer plastic with engraved black letters on light contrasting
background color.
2.02 TAGS
A. Metal Tags:
1. Brass with stamped letters; tag size minimum 1-1/2 inches diameter with finished edges,
supply with brass jack chain.
B. Information Tags:
1. Clear plastic with printed 'Danger," "Caution," or "Warning" and message; size 3-1/4 x 5-5/8
inches with grommet and self-locking nylon ties.
C. Tag Chart: Typewritten letter size list of applied tags and location in anodized aluminum frame.
2.03 STENCILS
A. Stencils: With clean cut symbols and letters of following size:
1. Up to 2 inches Outside Diameter of Insulation or Pipe: 1/2 inch high letters.
2. 2-1/2 to 6 inches Outside Diameter of Insulation or Pipe: 1 -inch high letters.
3. Over 6 inches Outside Diameter of Insulation or Pipe: 1-3/4 inches high letters.
220633-2 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 22 0700
PLUMBING INSULATION
I:L•lc4riQej;U[ZI7
1.01 SUMMARY
A. Section Includes:
1. Plumbing piping insulation, jackets and accessories.
2. Plumbing equipment insulation, jackets and accessories.
RM ARCHITECTURE
MARCH, 2014
B. Related Sections:
1. Section 07 84 00 - Firestopping: Product requirements for firestopping for placement by this
section.
2. Section 09 90 00 - Painting and Coating: Execution requirements for painting insulation
jackets and covering specified by this section.
1.02 REFERENCES
A. ASTM International:
1. ASTM C450 - Standard Practice for Prefabrication and Field Fabrication of Thermal
Insulating Fitting Covers for NPS Piping, Vessel Lagging, and Dished Head Segments.
2. ASTM C534 - Standard Specification for Preformed Flexible Elastomeric Cellular Thermal
Insulation in Sheet and Tubular Form.
3. ASTM C585 - Standard Practice for Inner and Outer Diameters of Rigid Thermal Insulation
for Nominal Sizes of Pipe and Tubing (NPS System).
4. ASTM C1136 - Standard Specification for Flexible, Low Permeance Vapor Retarders for
Thermal Insulation.
5. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials.
B. National Fire Protection Association:
1. NFPA 255 - Standard Method of Test of Surface Burning Characteristics of Building
Materials.
C. Underwriters Laboratories Inc.:
1. UL 723 - Tests for Surface Burning Characteristics of Building Materials.
1.03 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Submittal procedures.
B. Product Data: Submit product description, thermal characteristics and list of materials and
thickness for each service, and location.
C. Manufacturer's Installation Instructions: Submit manufacturers published literature indicating
proper installation procedures.
D. Manufacturer's Certificate: Certify products meet or exceed specified requirements.
1.04 QUALITY ASSURANCE
A. Test pipe insulation for maximum flame spread index of 25 and maximum smoke developed
index of not exceeding 50 in accordance with ASTM E84.
B. Pipe insulation manufactured in accordance with ASTM C585 for inner and outer diameters.
PLUMBING INSULATION 220700-1
RM ARCHITECTURE
MARCH, 2014
,;ITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
C. Factory fabricated fitting covers manufactured in accordance with ASTM C450.
D. Maintain one copy of each document on site.
1.05 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing products specified in this section with
minimum three years documented experience.
B. Applicator: Company specializing in performing Work of this section with minimum three years
documented experience.
1.06 PRE -INSTALLATION MEETINGS
A. Section 01 30 00 - Administrative Requirements: Pre -installation meeting.
B. Convene minimum one week prior to commencing work of this section.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Section 0160 00 - Product Requirements: Requirements for transporting, handling, storing, and
protecting products.
B. Accept materials on site in original factory packaging, labeled with manufacturer's identification,
including product density and thickness.
C. Protect insulation from weather and construction traffic, dirt, water, chemical, and damage, by
storing in original wrapping.
1.08 ENVIRONMENTAL REQUIREMENTS
A. Section 01 60 00 - Product Requirements: Environmental conditions affecting products on site.
B. install insulation only when ambient temperature and humidity conditions are within range
recommended by manufacturer.
C. Maintain temperature before, during, and after installation for minimum period of 24 hours.
1.09 FIELD MEASUREMENTS
A. Verify field measurements prior to fabrication.
1.10 WARRANTY
A. Section 01 70 00 - Execution and Closeout Requirements: Product warranties and product bonds.
B. Furnish five year manufacturer warranty for man made fiber.
PART 2 -PRODUCTS
2.01 MANUFACTURER
A. Manufacturers for Glass Fiber and Mineral Fiber Insulation Products:
1. CertainTeed.
2. Knauf.
3. Johns Manville.
220700-2 PLUMBING INSULATION
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
4. Owens-Corning.
5. Substitutions: Section 01 60 00 - Product Requirements.
B. Manufacturers for Closed Cell Elastomeric Insulation Products:
1. Aeroflex. Aerocell.
2. Armacell, LLC. Armaflex.
3. Nomaco. K -flex.
4. Substitutions: Section 01 60 00 - Product Requirements.
W UY� 9 f 7� I iLF31I l� � iL�I � 1
RM ARCHITECTURE
MARCH, 2014
A. TYPE P-1: ASTM C547, molded glass fiber pipe insulation.
1. Thermal Conductivity: 0.23 at 75 degrees F.
2. Operating Temperature Range: 0 to 850 degrees F.
3. Vapor Barrier Jacket: ASTM C1136, Type I, factory applied reinforced foil kraft with self-
sealing adhesive joints.
4. Jacket Temperature Limit: minus 20 to 150 degrees F.
B. TYPE P-5: ASTM C534, Type I, flexible, closed cell elastomeric insulation, tubular.
I. Thermal Conductivity: 0.27 at 75 degrees F.
2. Operating Temperature Range: Range: Minus 70 to 180 degrees F.
2.03 PIPE INSULATION ACCESSORIES
A. Vapor Retarder Lap Adhesive: Compatible with insulation.
B. Covering Adhesive Mastic: Compatible with insulation.
C. Piping 1-1/2 inches diameter and smaller: Galvanized steel insulation protection shield. MSS SP -
69, Type 40. Length: Based on pipe size and insulation thickness.
D. Piping 2 inches diameter and larger: Wood insulation saddle, hard maple. Inserts length: not less
than 6 inches long, matching thickness and contour of adjoining insulation.
E. Closed Cell Elastomeric Insulation Pipe Hanger: Polyurethane insert with stainless steel jacket
single piece construction with self adhesive closure. Thickness to match pipe insulation.
F. Adhesives: Compatible with insulation.
PART 3 -EXECUTION
1511111fllI,IIIYAi[LOIN
A. Section 01 30 00 - Administrative Requirements: Coordination and project conditions.
B. Verify piping has been tested before applying insulation materials.
C. Verify surfaces are clean and dry, with foreign material removed.
3.02 INSTALLATION - PIPING SYSTEMS
A. Piping Exposed to View in Finished Spaces: Locate insulation and cover seams in least visible
locations.
B. Continue insulation through penetrations of building assemblies or portions of assemblies having
fire resistance rating of one hour or less. Provide intumescent firestopping when continuing
PLUMBING INSULATION 220700-3
RM ARCHITECTURE
MARCH, 2014
'ITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
insulation through assembly. Finish at supports, protrusions, and interruptions. Refer to Section
07 84 00 for penetrations of assemblies with fire resistance rating greater than one hour.
C. Piping Systems Conveying Fluids Below Ambient Temperature:
1. Insulate entire system including fittings, valves, unions, flanges, strainers, flexible
connections, and expansion joints.
2. Furnish factory -applied vapor retarder jackets. Secure factory -applied jackets with pressure
sensitive adhesive self-sealing longitudinal laps and butt strips.
3. Insulate fittings, joints, and valves with molded insulation of like material and thickness as
adjacent pipe.
D. Hot Piping Systems less than 140 degrees F:
1. Furnish factory -applied standard jackets. Secure with outward clinch expanding staples or
pressure sensitive adhesive system on standard factory -applied jacket and butt strips or both.
2. Insulate fittings, joints, and valves with insulation of like material and thickness as adjoining
pipe.
3. Do not insulate unions and flanges at equipment, but bevel and seal ends of insulation at
such locations.
E. Inserts and Shields:
1. Piping 1-172 inches Diameter and Smaller: Install galvanized steel shield between pipe
hanger and insulation.
2. Piping 2 inches Diameter and Larger: Install insert between support shield and piping and
under finish jacket.
a. Insert Configuration: Minimum 6 inches long, of thickness and contour matching adjoining
insulation; may be factory fabricated.
b. Insert Material: Compression resistant insulating material suitable for planned
temperature range and service.
F. Insulation Terminating Points:
1. Coil Branch Piping 1 inch and Smaller: Terminate hot water piping at union upstream of the
coil control valve.
2. Condensate Piping: Insulate entire piping system and components to prevent condensation.
G. Closed Cell Elastomeric Insulation:
1. Push insulation on to piping.
2. Miter joints at elbows.
3. Seal seams and butt joints with manufacturer's recommended adhesive.
4. When application requires multiple layers, apply with joints staggered.
5. Insulate fittings and valves with insulation of like material and thickness as adjacent pipe.
H. High Temperature Pipe Insulation:
1. Install in multiple layers to meet thickness scheduled.
2. Attach each layer with bands. Secure first layer with bands before installing next layer.
3. Stagger joints between layers.
4. Cover with seams located on bottom side of horizontal piping.
1. Buried Piping: Insulate only where insulation manufacturer recommends insulation product may
be installed in trench, tunnel or direct buried. Install factory fabricated assembly with inner all-
purpose service jacket with self-sealing lap.
J. Prepare pipe insulation for finish painting. Refer to Section 09 90 00.
220700-4 PLUMBING INSULATION
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
3.03 SCHEDULES
A. Water Supply Services Piping Insulation Schedule:
RM ARCHITECTURE
MARCH, 2014
END OF SECTION
PLUMBING INSULATION 220700-6
INSULATION
INSULATION
THICKNESS
PIPING SYSTEM
TYPE
PIPE SIZE
inches
Domestic Hot Water Supply
P-1
1-1/4 inches and smaller
0.5
and Recirculation
1-1/2 inches and larger
1.0
Domestic Hot Water Supply
P-1
1 inch and smaller
1.0
and Recirculation systems with
1-1/4 inches to 2 inches
1.5
domestic water temperature
maintenance cable
2-1/2 inches and larger
2,0
END OF SECTION
PLUMBING INSULATION 220700-6
CITY OF NEWPORT BEACH'
RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY
MARCH, 2014
FACILITY MAINTENANCE
SECTION 22 3300
ELECTRIC DOMESTIC WATER HEATERS
PART 1 -GENERAL
1.01 SUMMARY
A. Section Includes:
1. Commercial electric water heaters.
B. Related Sections:
1. Section 26 05 03 - Equipment Wiring Connections: Execution requirements for electric
connections specified by this section.
1.02 REFERENCES
A. American Society of Heating, Refrigerating and Air -Conditioning Engineers:
1. ASHRAE 90.1 - Energy Standard for Buildings Except Low -Rise Residential Buildings.
B. American Society of Mechanical Engineers:
1. ASME PTC 25 - Pressure Relief Devices.
2. ASME Section Vill - Boiler and Pressure Vessel Code - Pressure Vessels.
1.03 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Submittal procedures.
B. Product Data: Submit dimensioned drawings of water heaters indicating components and
connections to other equipment and piping. Submit electrical characteristics and connection
locations.
C. Manufacturer's Installation Instructions: Submit mounting and support requirements.
D. Manufacturer's Certificate: Certify products meet or exceed specified requirements.
1.04 CLOSEOUT SUBMITTALS
A. Section 0170 00 - Execution and Closeout Requirements: Closeout procedures.
B. Operation and Maintenance Data: Submit replacement part numbers and availability.
1.05 QUALITY ASSURANCE
A. Water Heater Performance Requirements: Equipment efficiency not less than prescribed by
ASHRAE 90.1.
B. Perform Work in accordance with the authority having jurisdiction.
1.06 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing products specified in this section with
minimum three years experience and with service facilities within 50 miles of Project.
ELECTRIC DOMESTIC WATER HEATERS 223300-1
RM ARCHITECTURE .;ITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
B. Installer: Company specializing in performing Work of this section with minimum three years
experience.
1.07 PRE -INSTALLATION MEETINGS
A. Section 01 30 00 - Administrative Requirements: Pre -installation meeting.
1.08 DELIVERY, STORAGE, AND HANDLING
A. Section 01 60 00 - Product Requirements: Products storage and handling requirements.
B. Accept water heaters on site in original labeled cartons. Inspect for damage.
C. Protect tanks with temporary inlet and outlet caps. Maintain caps in place until installation.
1.09 FIELD MEASUREMENTS
A. Verify field measurements prior to fabrication.
iilfI��L'1137_L`ll'1
A. Section 0170 00 - Execution and Closeout Requirements: Product warranties and product
bonds.
G7_�i��73iIl1I��
2.01 ELECTRIC POINT OF USE WATER HEATERS
A. Manufacturers:
1.
Chronomite.
2.
Bosch.
3.
EEMAX
4.
or equal.
2.02 COMMERCIAL INSTANTANEOUS WATER HEATERS
A. The equipment hereinafter described is to be furnished and installed complete by this Contractor.
See "Equipment Schedule" on drawings for size, capacity and model.
B. Electric Microprocessing Tankless Water Heater with Celcon waterways and nichrome heating
coils. See Plumbing Equipment Schedule for more information.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Maintain manufacturer's recommended clearances around and over water heaters.
B. install electrical devices furnished loose for field mounting.
C. Install control wiring between water heater control panel and field mounted control devices.
END OF SECTION
223300-2 ELECTRIC DOMESTIC WATER HEATERS
CITY OF NEWPORT BEAC'
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 22 4000
PLUMBING FIXTURES
PART 1 -GENERAL
1.01 SUMMARY
A. Section Includes:
1.
Water closets.
2.
Lavatories.
3.
Insulation kit.
4.
Floor drains.
5.
Water hammer arrestors.
6.
Trap primers.
7.
Hose bibbs.
8.
Access panels.
9.
Cleanouts.
RM ARCHITECTURE
MARCH, 2014
B. Related Sections:
1. Section 07 90 00 - Joint Protection: Product requirements for calking between fixtures and
building components for placement by this section.
2. Section 22 11 00 - Facility Water Distribution: Supply connections to plumbing fixtures.
3. Section 22 13 00 - Facility Sanitary Sewerage: Waste connections to plumbing fixtures.
4. Section 26 05 03 - Equipment Wiring Connections: Execution requirements for electric
connections to sensor valves and faucets specified by this section.
A. American National Standards Institute:
1. ANSI A117.1 - Accessible and Usable Buildings and Facilities.
B, American Society of Mechanical Engineers:
1. ASME Al 12.6.1 - Floor -Affixed Supports for Off -the -Floor Plumbing Fixtures for Public Use.
2. ASME At 12.18.1 - Plumbing Fixture Fittings.
3. ASME At 12.19.1 M - Enameled Cast Iron Plumbing Fixtures.
4. ASME At 12.19.2M - Vitreous China Plumbing Fixtures.
5. ASME Al 12.19.3 - Stainless Steel Plumbing Fixtures (Designed for Residential Use).
6. ASME Al 12.19A - Porcelain Enameled Formed Steel Plumbing Fixtures.
7. ASME Al 12.19.5 - Trim for Water -Closet Bowls.
1.03 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Submittal procedures.
B. Product Data: Submit catalog illustrations of fixtures, sizes, rough -in dimensions, utility sizes, trim,
and finishes.
C. Manufacturer's Installation Instructions: Submit installation methods and procedures.
D. Manufacturer's Certificate: Certify products meet or exceed specified requirements.
1.04 CLOSEOUT SUBMITTALS
A. Section 01 70 00 - Execution and Closeout Requirements: Closeout procedures.
PLUMBING FIXTURES 224000-1
RM ARCHITECTURE .;ITY OF NEWPORT BEACH
MARCH, 2014. BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
B. Operation and Maintenance Data: Submit fixture, trim, exploded view and replacement parts lists.
1.05 QUALITY ASSURANCE
A. Provide products requiring electrical connections listed and classified by Underwriters
Laboratories Inc. as suitable for purpose specified and indicated.
B. Maintain one copy of each document on site.
1.06 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing products specified in this section with
minimum three years documented experience.
B. Installer: Company specializing in performing Work of this section with minimum three years
documented experience.
1.07 PRE -INSTALLATION MEETINGS
A. Section 01 30 00 - Administrative Requirements: Pre -installation meeting.
B. Convene minimum one week prior to commencing work of this section.
1.08 DELIVERY, STORAGE, AND HANDLING
A. Section 0160 00 - Product Requirements: Product storage and handling requirements.
B. Accept fixtures on site in factory packaging. Inspect for damage.
C. Protect installed fixtures from damage by securing areas and by leaving factory packaging in
place to protect fixtures and prevent use.
1.09 WARRANTY
A. Section 01 70 00 - Execution and Closeout Requirements: Product warranties and product bonds.
B. Furnish five year manufacturer warranty for plumbing fixtures.
1.10 EXTRA MATERIALS
A. Section 01 70 00 - Execution and Closeout Requirements: Spare parts and maintenance
products.
B. Furnish two sets of faucet washers, flush valve service kits, and lavatory supply fittings.
PART2-PRODUCTS
2.01 FIXTURE REQUIREMENTS
A. Accessible plumbing fixtures shall comply with all of the requirements of CBC Section 1115B.
B. Heights and location of all fixtures shall be according to CBC Section 1115B.4.
C. Fixture controls shall comply with CBC Sections 111513.4.3, Item 1 for lavatories, 111513.4,1, Item
5 for toilets.
224000-2 PLUMBING FIXTURES
CITY OF NEWPORT BEACH`' RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
D. Each accessible sink shall be a maximum of 6-1/2" deep. Sinks shall be mounted with the
counter or rim no higher than 34" above the finish floor. CBC Section 1117B.9, Item 2.
2.02 ACCEPTABLE MANUFACTURERS—FIXTURES
A. American Standard
B. Kohler
C. Eljer
2.03 ACCEPTABLE MANUFACTURERS - FLUSH VALVES
A. Sloan
2.04 ACCEPTABLE MANUFACTURERS WATER CLOSET SEATS
A. Olsonite
B. Beneke
C. Church
2.05 ACCEPTABLE MANUFACTURERS - FIXTURE CARRIERS
A. J.R. Smith
B. Zurn
C. Josam
2.06 ACCEPTABLE MANUFACTURERS - FIXTURE TRIM
A. Chicago Faucet
2.07 ACCEPTABLE MANUFACTURERS - MIXING VALVES (PRESSURE BALANCED)
A. Symmons
B. Leonard
C. Powers
2.08 ACCEPTABLE MANUFACTURERS - FLOOR DRAINS
A. J.R. Smith
B. Zurn
C. Josam
2.09 ACCEPTABLE MANUFACTURERS - WATER HAMMER ARRESTORS
A. J.R. Smith
B. Zurn
PLUMBING FIXTURES 2240003
RM ARCHITECTURE .;ITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
C. Josam
2.10 ACCEPTABLE MANUFACTURERS -TRAP PRIMERS
A. J.R. Smith
B. Zurn
C. Josam
2.11 ACCEPTABLE MANUFACTURERS - HOSE BIBBS
A. Acorn
B. Woodford
C. Josam
2.12 ACCEPTABLE MANUFACTURERS - CLEANOUTS
B. Zurn
C. Josam
2.13 WATER CLOSET, FLOOR MOUNTED, ACCESSIBLE
A. Bowl: ANSI Al 12.19.2M; 1.6 gallon per flush, siphon jet, vitreous china closet bowl with
elongated rim, 17" high for accessibility, 1-112" top spud and china bolt caps. For model number
see schedule on drawings.
B. Flush Valve: ANSI Al 12.18.1; exposed chrome plated, diaphragm type with battery operated
sensor, escutcheon, vacuum breaker. For model number see schedule on drawings.
C. Seat: Solid elongated plastic, open front with self-sustaining hinge, brass bolts. For model
number see schedule on drawings.
2.14 LAVATORY, WALL HUNG, ACCESSIBLE
A. Basin (L-1): ANSI A112.19.2; vitreous china lavatory with 4 inch high back, drillings for center
punch, and rectangular basin with splash lip front overflow. For model number see schedule on
drawings.
B. Trim: ANSI A112.18.1; chrome plated combination supply fitting with battery operated sensor
and strainer, chrome plated 17 gage L.A. pattern cast brass P -trap and arm with secured
escutcheon and rigid supplies. For model number see schedule on drawings.
C. Wall Mounted Carrier: ANSI Al 12.6.1; cast iron and steel frame with tubular legs, lugs for floor
and wall attachment, concealed arm supports, bearing plate and studs. For model number see
schedule on drawings.
2.15 INSULATION KIT
A. Where lavatories or sinks are noted to be insulated for ADA compliance, furnish the following:
Safety covers conforming to ANSI A177.1, ASTM E84-07 and consisting of insulation kit of
224000.4 PLUMBING FIXTURES
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
RM ARCHITECTURE
MARCH, 2014
molded closet cell vinyl construction, 3/16 inch thick, white color, for insulating tailpiece, P -trap,
valves and supply piping. Furnish with weep hole and angle valve access covers.
2.16 FLOOR DRAINS
A. FD -1: ANSI At 12.21.1; lacquered cast iron two piece body with double drainage flange, weep
holes, reversible clamping collar, round, adjustable polished nickel -bronze strainer; and trap
primer connection; see Schedule on drawings for Model number.
2.17 WATER HAMMER ARRESTORS
A. ANSI At 12.26.1; sized in accordance with manufacturer's recommendation, precharged suitable
for operation in temperature range - 100 to 300 degrees F and maximum 250 psig working
pressure; see Schedule on drawings for Model number.
2.18 TRAP PRIMERS
A. TP -1; ANSI Al 12.26; cast bronze with 1/2 -inch connection. See Schedule on drawings for Model
number.
B. TP -2: Provide a trap primer enclosed in a 12" x 12" x 4" NEMA -1 enclosure, with a 1/2" inch NPT
female inlet complying with ANSI/ASME BI.20.1, outlet shall be 1/2" inch compression fitting,
provide with circuit breaker, switch, timer, manual override, solenoid valve marked as UL Listed,
electronic assembly tested and certified per UL #73, and backflow device anti -siphon atmospheric
vacuum breaker IAPMO, ASSE 1001 and CSA. Provide in accordance with ASSE Standard No.
1018. See schedule on the drawings for model number.
2.19 HOSE BIBBS
A. Provide recessed box, having one piece cast construction, stainless steel wall flange with a satin
finish. The door shall be provided with a cam lock. Valves shall be cast bronze, exposed parts
chrome -plated, tamper resistant lockshield bonnet and replaceable cartridge, % inch inlet for cold,
and % inch outlet with vacuum breaker. See Schedules for Model No.
2.20 ACCESS PANELS
A. 12" x 12" No. 4 finish stainless steel flush type, locate and set after review. Steel door and frame
with metal flange with concealed hinges and screwdriver operated stainless steel cam lock. Karp
style DSC -214M for fire rated construction use KRP-150FR.
2.21 CLEANOUTS
A. Exterior Surfaced Areas C.O.Y.B.: Round cast nickel bronze access frame and non-skid cover;
see Schedule on drawings for Model number.
B. Exterior Unsurfaced Areas G.C.O.: Line type with lacquered cast iron body and round epoxy
coated gasketted cover; see Schedule on drawings for Model number.
C. Interior Finished Floor Areas F.C.O.: Lacquered cast iron, two piece body with double drainage
flange, weep holes, reversible clamping collar and adjustable nickel -bronze strainer, round with
scoriated cover in service areas and round with depressed cover to accept floor finish in finished
floor areas; see Schedule on drawings for Model number.
D. Interior Finished Wall Areas W.C.O.: Line type with lacquered cast iron body and round epoxy
coated gasketted cover and round stainless steel access cover secured with machine screw; see
Schedule on drawings for Model number.
PLUMBING FIXTURES 224000-5
RM ARCHITECTURE ;ITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
PART 3 -EXECUTION
3.01 EXAMINATION
A. Section 01 30 00 - Administrative Requirements: Coordination and project conditions.
B. Verify walls and floor finishes are prepared and ready for installation of fixtures.
C. Verify electric power is available and of correct characteristics.
D. Confirm millwork is constructed with adequate provision for installation of counter top lavatories
and sinks.
3.02 PREPARATION
A. Rough -in fixture piping connections in accordance with minimum sizes indicated in fixture rough -
in schedule for particular fixtures.
3.03 INSTALLATION
A. Install each fixture with trap, easily removable for servicing and cleaning.
B. Provide chrome plated rigid or flexible supplies to fixtures with loose key stops, reducers, and
escutcheons.
C. Install components level and plumb.
D. Install and secure fixtures in place with wall carriers and bolts.
E. Seal fixtures to wall and floor surfaces with sealant as specified in Section 07 90 00, color to
match fixture.
F. Solidly attach water closets to floor with lag screws. Lead flashing is not intended hold fixture in
place.
G. For ADA accessible water closets, install flush valve with handle to wide side of stall.
3.04 INTERFACE WITH OTHER PRODUCTS
A. Review millwork shop -drawings. Confirm location and size of fixtures and openings before rough
in and installation.
3.05 ADJUSTING
A. Section 01 70 00 - Execution and Closeout Requirements: Testing, adjusting, and balancing.
B. Adjust stops or valves for intended water flow rate to fixtures without splashing, noise, or
overflow.
3.06 CLEANING
A. Section 01 70 00 - Execution and Closeout Requirements: Final cleaning.
B. Clean plumbing fixtures and equipment.
224000-6 PLUMBING FIXTURES
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
3.07 PROTECTION OF INSTALLED CONSTRUCTION
A. Section 01 70 00 - Execution and Closeout Requirements: Protecting installed construction.
B. Do not permit use of fixtures before final acceptance.
END OF SECTION
PLUMBING FIXTURES 224000-7
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
SECTION 26 0519
LOW -VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES
711:AliiIIrlI711
1.01 SUMMARY
A. Section includes building wire and cable; nonmetallic -sheathed cable; direct burial cable; service
entrance cable; armored cable; metal clad cable; and wiring connectors and connections.
B. Related Sections:
1. Section 26 05 53 - Identification for Electrical Systems: Product requirements for wire
identification.
2. Section 3123 17 - Trenching: Execution requirements for trenching required by this section.
3. Section 3123 23 - Fill: Requirements for backfill to be placed by this section.
1.02 REFERENCES
A. International Electrical Testing Association:
1. NETA ATS - Acceptance Testing Specifications for Electrical Power Distribution Equipment
and Systems.
B. National Fire Protection Association:
1. NFPA 70 - National Electrical Code.
2. NFPA 262 - Standard Method of Test for Flame Travel and Smoke of Wires and Cables for
Use in Air -Handling Spaces.
C. Underwriters Laboratories, Inc.:
1. UL 1277 - Standard for Safety for Electrical Power and Control Tray Cables with Optional
Optical -Fiber Members.
1.03 SYSTEM DESCRIPTION
A. Product Requirements: Provide products as follows:
1. Solid conductor for feeders and branch circuits 10 AWG and smaller.
2. Stranded conductors for feeders and branch circuits 8 AWG and larger.
3. Stranded conductors for control circuits.
4. Conductor not smaller than 12 AWG for power and lighting circuits.
5. Conductor not smaller than 16 AWG for control circuits.
6. 10 AWG conductors for 20 ampere, 120 volt branch circuits larger than 75 feet.
7. 10 AWG conductors for 20 ampere, 277 volt branch circuits larger than 200 feet.
B. Wiring Methods: Provide the following wiring methods:
1. Concealed Dry Interior Locations: Use only building wire, Type THHN/THWN insulation, in
raceway.
2. Exposed Dry Interior Locations: Use only building wire, Type THHN/THWN insulation, in
raceway.
3. Above Accessible Ceilings: Use only building wire, Type THHN/THWN insulation, in
raceway.
4. Wet or Damp Interior Locations: Use only building wire, Type THHN/THWN insulation, in
raceway.
5, Exterior Locations: Use only building wire, Type THHN/THWN insulation, in raceway.
6. Underground Locations: Use only building wire, Type THHN/THWN insulation, in raceway.
LOW VOLTAGE ELECTRICAL POWER CONDUCTOR AND CABLES 260519-1
RM ARCHITECTURE CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
1.04 DESIGN REQUIREMENTS
A. Conductor sizes are based on copper type THHN/THWN 600V insulation rated 75 degrees C.
1.05 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Requirements for submittals.
B. Product Data: Submit for building wire and each cable assembly type.
C. Test Reports: Indicate procedures and values obtained.
1.06 CLOSEOUT SUBMITTALS
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for submittals.
B. Project Record Documents: Record actual locations of components and circuits.
1.07 QUALITY ASSURANCE
A. Provide wiring materials located in plenums with peak optical density not greater than 0.5,
average optical density not greater than 0.15, and flame spread not greater than 5 feet (1.5 m)
when tested in accordance with NFPA 262.
B. Perform Work in accordance with State of California Public Work's standard.
C. Maintain two copies of each document on site.
1.08 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing products specified in this section with
minimum three years experience.
1.09 FIELD MEASUREMENTS
A. Verify field measurements are as indicated on Drawings.
��Lr=giZ�];Zi'IPT_S�L�lil
A. Section 01 30 00 - Administrative Requirements: Requirements for coordination.
B. Where wire and cable destination is indicated and routing is not shown, determine routing and
lengths required.
PART2-PRODUCTS
2.01 BUILDING WIRE
A. Manufacturers:
1. General Cable Co.
2. Rome Cable.
3. Southwire,
4. Superior Essex.
5. Substitutions: Section 01 60 00 - Product Requirements.
260519-2 LOW VOLTAGE ELECTRICAL POWER CONDUCTOR AND CABLES
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
B. Product Description: Single conductor insulated wire.
C. Conductor: Copper.
2.02 ARMORED CABLE
A. Manufacturers:
1. Diamond Wire & Cable Co.
2. Essex Group Inc.
3. General Cable Co.
4. Substitutions: Section 01 60 00 - Product Requirements.
B. Conductor: Copper,
C. Insulation Voltage Rating: 600 volts.
D. Insulation Temperature Rating: 60 degrees C.
E. Insulation Material: Thermoplastic.
F. Armor Material: Steel
G. Armor Design: Interlocked metal tape.
2.03 METAL CLAD CABLE
A. Manufacturers:
1. Diamond Wire & Cable Co.
2. Essex Group Inc.
3. General Cable Co.
4. Substitutions: Section 01 60 00 - Product Requirements.
B. Conductor: Copper,
C. Insulation Voltage Rating: 600 volts.
D. Insulation Temperature Rating: 60 degrees C.
E. Insulation Material: Thermoplastic.
F. Armor Material: Steel.
G. Armor Design: Interlocked metal tape.
H. Jacket: PVC.
2.04 WIRING CONNECTORS
A. Split Bolt Connectors:
1. ILSCO, Model SK.
2. Blackburn, Model HPS.
3. Bumcly, Model KSU.
4. Substitutions: Section 01 60 00 - Product Requirements.
RM ARCHITECTURE
MARCH, 2014
B. Solderless Pressure Connectors:
LOW VOLTAGE ELECTRICAL POWER CONDUCTOR AND CABLES 260519-3
RM ARCHITECTURE
MARCH, 2014
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
1. ILSCO, Model SLUH.
2. Bumcly, Model KA -U.
3. Panduit, Model LAM.
4. Substitutions: Section 01 60 00 - Product Requirements.
C. Compression Connectors:
1. ILSCO, Model CRL.
2. Blackburn, Model ATL.
3. Burndy, Model HYLUG/HYLINK.
4. Substitutions: Section 01 60 00 - Product Requirements.
2.05 TERMINATIONS
A. Terminad Lugs for Wires 6 AWG and Smaller: Solderless, compression type copper.
B. Lugs for Wires 4 AWG and Larger: Color keyed, compression type copper, with insulating sealing
collars.
PART 3 - EXECUTION
3.01 EXAMINATION
A. Section 01 30 00 - Administrative Requirements: Coordination and project conditions.
B. Verify interior of building has been protected from weather.
C. Verify mechanical work likely to damage wire and cable has been completed.
D. Verify raceway installation is complete and supported.
3.02 PREPARATION
A. Completely and thoroughly swab raceway before installing wire.
3.03 INSTALLATION
A. Route wire and cable to meet Project conditions.
B. Neatly train and lace wiring inside boxes, equipment, and panelboards.
C. Identify wire and cable under provisions of Section 26 05 53. Identify each conductor with its
circuit number or other designation indicated.
D. Special Techniques --Building Wire in Raceway:
1. Pull conductors into raceway at same time.
2. Install building wire 4 AWG and larger with pulling equipment.
E. Special Techniques - Cable:
1. Protect exposed cable from damage.
2. Support cables above accessible ceiling, using spring metal clips or plastic cable ties to
support cables from structure. Do not rest cable on ceiling panels.
3. Use suitable cable fittings and connectors.
F. Special Techniques - Wiring Connections:
1. Clean conductor surfaces before installing lugs and connectors.
260519-4 LOW VOLTAGE ELECTRICAL POWER CONDUCTOR AND CABLES
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
RM ARCHITECTURE
MARCH, 2014
2. Make splices, taps, and terminations to carry full ampacity of conductors with no perceptible
temperature rise.
3. Tape uninsulated conductors and connectors with electrical tape to 150 percent of insulation
rating of conductor.
4. Install split bolt connectors for copper conductor splices and taps, 6 AWG and larger.
5. Install solderless pressure connectors with insulating covers for copper conductor splices and
taps, 8 AWG and smaller.
G. Install stranded conductors for branch circuits 10 AWG and smaller. When stranded conductors
are used in lieu of solid, then install crimp on fork terminals for device terminations. Do not place
bare stranded conductors directly under screws.
H. Size lugs in accordance with manufacturer's recommendations terminating wire sizes. Install 2 -
hole type lugs to connect wires 4 AWG and larger to copper bus bars.
I. For terminal lugs fastened together such as on motors, transformers, and other apparatus, or
when space between studs is small enough that lugs can turn and touch each other, insulate for
dielectric strength of 2-1/2 times normal potential of circuit.
3.04 WIRE COLOR
A. General:
1. For wire sizes 10 AWG and smaller, install wire colors in accordance with the following:
a. Black and red for single phase circuits at 120/240 volts.
b_ Black, red, and blue for circuits at 120/208 volts single or three phase.
c. Orange, brown, and yellow for circuits at 277/480 volts single or three phase.
2. For wire sizes 8 AWG and larger, identify wire with colored tape at terminals, splices and
boxes. Colors are as follows:
d. Black and red for single phase circuits at 120/240 volts.
e. Black, red, and blue for circuits at 120/208 volts single or three phase.
f. Orange, brown, and yellow for circuits at 2771480 volts single or three phase.
B. Neutral Conductors: White. When two or more neutrals are located in one conduit, individually
identify each with proper circuit number.
C. Branch Circuit Conductors: Install three or four wire home runs with each phase uniquely color
coded.
D. Feeder Circuit Conductors: Uniquely color code each phase.
E. Ground Conductors:
1. For 6 AWG and smaller: Green.
2. For 4 AWG and larger: Identify with green tape at both ends and visible points including
junction boxes.
3.05 FIELD QUALITY CONTROL
A. Section 0140 00 - Quality Requirements, 01 70 00 - Execution and Closeout Requirements: Field
inspecting, testing, adjusting, and balancing.
B. Inspect and test in accordance with NETA ATS, except Section 4.
LOW VOLTAGE ELECTRICAL POWER CONDUCTOR AND CABLES 260519-5
RM ARCHITECTURE
MARCH, 2014
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
C. Perform inspections and tests listed in NETA ATS, Section 7.3.1.
END OF SECTION
260519-6 LOW VOLTAGE ELECTRICAL POWER CONDUCTOR AND CABLES
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 26 0526
GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS
PART 1 -GENERAL
1.01 SUMMARY
A. Section Includes:
1. Rod electrodes.
2. Wire.
3. Grounding well components.
4. Mechanical connectors.
5. Exothermic connections.
RM ARCHITECTURE
MARCH, 2014
B. Related Sections:
1. Section 03 20 00 - Concrete Reinforcing: Bonding or welding bars when reinforcing steel is
used for electrodes.
2. Section 33 79 00 - Site Grounding: Site related grounding components for buildings and
facilities.
1.02 REFERENCES
A. Institute of Electrical and Electronics Engineers:
1. IEEE 142 - Recommended Practice for Grounding of Industrial and Commercial Power
Systems.
2. IEEE 1100 -Recommended Practice for Powering and Grounding Electronic Equipment.
B. International Electrical Testing Association:
1. NETA ATS - Acceptance Testing Specifications for Electrical Power Distribution Equipment
and Systems.
C. National Fire Protection Association:
1. NFPA 70 - National Electrical Code.
2. NFPA 99 - Standard for Health Care Facilities.
1.03 SYSTEM DESCRIPTION
A. Grounding systems use the following elements as grounding electrodes:
1. Metal underground water pipe.
2. Metal building frame.
3. Concrete -encased electrode.
4. Ground ring specified in Section 33 79 00.
5. Rod electrode.
6. Plate electrode.
1.04 PERFORMANCE REQUIREMENTS
A. Grounding System Resistance: 5 ohms maximum.
1.05 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Requirements for submittals.
B. Product Data: Submit data on grounding electrodes and connections.
GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260626-1
RM ARCHITECTURE
MARCH, 2014
,;ITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
C. Test Reports: Indicate overall resistance to ground and resistance of each electrode.
1.06 CLOSEOUT SUBMITTALS
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for submittals.
B. Project Record Documents: Record actual locations of components and grounding electrodes.
1.07 QUALITY ASSURANCE
A. Provide grounding materials conforming to requirements of NEC, IEEE 142, and UL labeled.
B. Perform Work in accordance with State of California Public Work's standard.
C. Maintain two copies of each document on site.
1.08 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing Products specified in this section with
minimum three years experience.
1.09 PRE -INSTALLATION MEETINGS
A. Section 01 30 00 - Administrative Requirements: Pre -installation meeting.
B. Convene minimum one week prior to commencing work of this section.
1.10 DELIVERY, STORAGE, AND HANDLING
A. Section 01 60 00 - Product Requirements: Requirements for transporting, handling, storing, and
protecting products.
B. Accept materials on site in original factory packaging, labeled with manufacturer's identification.
C. Protect from weather and construction traffic, dirt, water, chemical, and mechanical damage, by
storing in original packaging.
D. Do not deliver items to project before time of installation. Limit shipment of bulk and multiple -use
materials to quantities needed for immediate installation.
1.11 COORDINATION
A. Section 01 30 00 - Administrative Requirements: Requirements for coordination.
B. Complete grounding and bonding of building reinforcing steel prior to concrete placement.
PART 2 -PRODUCTS
2.01 ROD ELECTRODES
A. Manufacturers:
1, Erico, Inc.
2. Harger.
3. Bumcly.
4. Substitutions: Section 01 60 00 - Product Requirements.
260526-2 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS
CITY OF NEWPORT BEACH "'
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
B. Product Description:
1. Material: Copper -clad steel.
2. Diameter: 314 inch.
3. Length: 10 feet.
C. Connector: Connector for exothermic welded connection.
2.02 WIRE
A. Material: Stranded copper.
B. Foundation Electrodes: 4 AWG or as noted.
RM ARCHITECTURE
MARCH, 2014
C. Grounding Electrode Conductor: Copper conductor bare size to meet CEC requirements.
D. Bonding Conductor: Copper conductor bare.
2.03 GROUNDING WELL COMPONENTS
A. Well Pipe: 8 inches NPS by 24 inches long concrete pipe with belled end.
B. Well Cover: Cast iron with legend "GROUND" embossed on cover.
2.04 EXOTHERMIC CONNECTIONS
A. Manufacturers:
1. Copperweld, Inc.
2. Caldwell.
3. Burndyweld
4. Substitutions: Section 01 60 00 - Product Requirements,
B. Product Description: Exothermic materials, accessories, and tools for preparing and making
permanent field connections between grounding system components.
1:711.4 i die Kf VIIIIII ESY,
3.01 EXAMINATION
A. Section 01 30 00 - Administrative Requirements: Verification of existing conditions before starting
work.
B. Verify final backfill and compaction has been completed before driving rod electrodes.
3.02 PREPARATION
A. Remove paint and surface contaminants at connection points.
3.03 INSTALLATION
A. Install rod electrodes at locations as indicated on Drawings. Install one additional rod electrode
six feet from the first electrode if grounding resistance test fails.
B. Install grounding and bonding conductors concealed from view.
C. Install grounding well pipe with cover at each rod location. Install well pipe top flush with finished
grade.
GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 260526-3
RM ARCHITECTURE
MARCH, 2014
QITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
D. Install grounding electrode conductor and connect to reinforcing steel in foundation footing as
indicated on Drawings.
E. Bond together metal siding not attached to grounded structure; bond to ground.
F. Equipment Grounding Conductor: Install separate, insulated conductor within each feeder and
branch circuit raceway. Terminate each end on suitable lug, bus, or bushing.
G. Connect to site grounding system. Refer to Section 33 79 00.
H. Install continuous grounding using underground cold water system and building steel as
grounding electrode. Where water piping is not available, install artificial station ground by means
of driven rods or buried electrodes.
I. Permanently ground entire light and power system in accordance with CEC, including service
equipment, distribution panels, lighting panelboards, switch and starter enclosures, motor frames,
grounding type receptacles, and other exposed non-current carrying metal parts of electrical
equipment.
J. Accomplish grounding of electrical system by using insulated grounding conductor installed with
feeders and branch circuit conductors in conduits. Size grounding conductors in accordance with
CEC. Install from grounding bus of serving panel to ground bus of served panel, grounding screw
of receptacles, lighting fixture housing, light switch outlet boxes or metal enclosures of service
equipment. Ground conduits by means of grounding bushings on terminations at panelboards
with installed number 12 conductor to grounding bus.
K. Grounding electrical system using continuous metal raceway system enclosing circuit conductors
in accordance with CEC.
L. Permanently attach equipment and grounding conductors prior to energizing equipment.
3.04 FIELD QUALITY CONTROL
A. Section 0140 00 - Quality Requirements and 01 70 00 - Execution and Closeout Requirements:
Field inspecting, testing, adjusting, and balancing.
B. Inspect and test in accordance with NETA ATS, except Section 4.
C. Grounding and Bonding: Perform inspections and tests listed in NETA ATS, Section 7.13.
D. Perform ground resistance testing in accordance with IEEE 142.
E. Perform leakage current tests in accordance with NFPA 99.
F. Perform continuity testing in accordance with IEEE 142.
G. When improper grounding is found on receptacles, check receptacles in entire project and
correct. Perform retest.
END OF SECTION
260626-4 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS
CITY OF NEWPORT BEACH`
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 26 0529
HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS
PART 1 -GENERAL
1.01 SUMMARY
A. Section Includes:
1.
Conduit supports.
2.
Formed steel channel.
3.
Spring steel clips.
4.
Sleeves.
5.
Firestopping relating to electrical work.
6.
Firestopping accessories.
7.
Equipment bases and supports.
RM ARCHITECTURE
MARCH, 2014
B. Related Sections:
1. Section 03 30 00 - Cast -In -Place Concrete: Product requirements for concrete for placement by
this section.
2. Section 27 05 29 - Hangers and Supports for Communications Systems.
3. Section 28 05 29 - Hangers and Supports for Electronic Safety and Security.
1.02 REFERENCES
A. ASTM International:
1. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials.
2. ASTM E119 - Standard Test Methods for Fire Tests of Building Construction and Materials.
3. ASTM E814 - Standard Test Method for Fire Tests of Through -Penetration Fire Stops.
4. ASTM E1966 -Standard Test Method for Fire -Resistive Joint Systems.
B. FM Global:
1. FM - Approval Guide, A Guide to Equipment, Materials & Services Approved By Factory Mutual
Research For Property Conservation.
C. California Electrical Code
1. CEC — California Electrical Code.
D. Underwriters Laboratories Inc.:
1. UL 263 - Fire Tests of Building Construction and Materials.
2. UL 723 - Tests for Surface Burning Characteristics of Building Materials.
3. UL 1479 - Fire Tests of Through -Penetration Firestops.
4. UL 2079 - Tests for Fire Resistance of Building Joint Systems.
5. UL - Fire Resistance Directory.
1.03 DEFINITIONS
A. Firestopping (Through -Penetration Protection System): Sealing or stuffing material or assembly
placed in spaces between and penetrations through building materials to arrest movement of fire,
smoke, heat, and hot gases through fire rated construction.
1.04 SYSTEM DESCRIPTION
A. Firestopping Materials: ASTM E119, UL 1479 to achieve fire ratings as noted on Drawings for
adjacent construction, but not less than 1 hour fire rating.
HANGERS ANDSUPPORTS FORA ELECTRICAL SYSTEMS 260529-1
RM ARCHITECTURE -.ITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
B. Firestopping Materials ASTM E119, UL 1479 to achieve fire ratings of adjacent construction in
accordance with UL Design Numbers noted on Drawings.
C. Firestop interruptions to fire rated assemblies, materials, and components.
1.05 PERFORMANCE REQUIREMENTS
A. Firestopping: Conform to CSFM and UL for fire resistance ratings and surface burning
characteristics.
B. Firestopping: Provide certificate of compliance from authority having jurisdiction indicating approval
of materials used.
1.06 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Requirements for submittals.
B. Shop Drawings: Indicate system layout with location and detail of trapeze hangers.
C. Product Data:
1. Hangers and Supports: Submit manufacturers catalog data including load capacity.
2. Firestopping: Submit data on product characteristics, performance and limitation criteria.
D. Firestopping Schedule: Submit schedule of opening locations and sizes, penetrating items, and
required listed design numbers to seal openings to maintain fire resistance rating of adjacent
assembly.
E. Design Data: Indicate load carrying capacity of trapeze hangers and hangers and supports.
F. Manufacturer's Installation Instructions:
1. Hangers and Supports: Submit special procedures and assembly of components.
2. Firestopping: Submit preparation and installation instructions.
G. Manufacturer's Certificate: Certify products meet or exceed specified requirements.
H. Engineering Judgements: For conditions not covered by UL listed designs, submit judgements by
licensed professional engineer suitable for presentation to authority having jurisdiction for
acceptance as meeting code fire protection requirements.
1.07 QUALITY ASSURANCE
A. Through Penetration Firestopping of Fire Rated Assemblies: ASTM E814 with 0.10 inch water gage
minimum positive pressure differential to achieve fire F -Ratings and temperature T -Ratings as
indicated on Drawings, but not less than 1 -hour -
1. Wall Penetrations: Fire F -Ratings as indicated on Drawings, but not less than 1 -hour.
2. Floor Penetrations: Fire F -Ratings and temperature T -Ratings as indicated on Drawings, but not
less than 1 -hour.
a. Floor Penetrations Within Wall Cavities: T -Rating is not required.
B. Through Penetration Firestopping of Non -Fire Rated Floor Assemblies: Materials to resist free
passage of flame and products of combustion.
1. Noncombustible Penetrating Items: Noncombustible materials for penetrating items connecting
maximum of three stories.
2. Penetrating Items: Materials approved by authorities having jurisdiction for penetrating items
connecting maximum of two stories.
260629-2 HANGERS ANDSUPPORTS FORA ELECTRICAL SYSTEMS
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
C. Fire Resistant Joints in Fire Rated Floor, Roof, and Wall Assemblies: UL 2079 to achieve fire
resistant rating as indicated on Drawings for assembly in which joint is installed.
D. Fire Resistant Joints Between Floor Slabs and Exterior Walls: ASTM E119 with 0.10 inch water gage
minimum positive pressure differential to achieve fire resistant rating as indicated on Drawings for
floor assembly.
E. Surface Burning Characteristics: Maximum 25/450 flame spread/smoke developed index when
tested in accordance with ASTM E84.
F. Perform Work in accordance with State of California Public Work's standard.
G. Maintain two copies of each document on site.
1.08 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing Products specified in this section with
minimum three years documented experience.
B. Installer: Company specializing in performing work of this section with minimum three years
documented experience.
iIUZ»:7�h 691/e��AYi[�7; 11�I��ilr<C�
A. Section 01 30 00 - Administrative Requirements: Pre -installation meeting.
B. Convene minimum one week prior to commencing work of this section.
1.10 DELIVERY, STORAGE, AND HANDLING
A. Section 01 60 00 - Product Requirements: Requirements for transporting, handling, storing, and
protecting products.
B. Accept materials on site in original factory packaging, labeled with manufacturer's identification.
C. Protect from weather and construction traffic, dirt, water, chemical, and mechanical damage, by
storing in original packaging.
1.11 ENVIRONMENTAL REQUIREMENTS
A. Section 01 60 00 - Product Requirements: Environmental conditions affecting products on site.
B. Do not apply firestopping materials when temperature of substrate material and ambient air is below
60 degrees F.
C. Maintain this minimum temperature before, during, and for minimum 3 days after installation of
firestopping materials.
PART 2 -PRODUCTS
2.01 CONDUIT SUPPORTS
A. Manufacturers:
1. Cooper B -Line Systems
2. Panduit Corp.
3. Unistrut Corp.
4. Substitutions: Section 01 60 00 - Product Requirements,
HANGERS ANDSUPPORTS FORA ELECTRICAL SYSTEMS 260529-3
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MAINTENANCE BUILDING
B. Hanger Rods: Threaded high tensile strength galvanized carbon steel with free running threads.
C. Beam Clamps: Malleable Iron, with tapered hole in base and back to accept either bolt or hanger
rod. Set screw: hardened steel.
D. Conduit clamps for trapeze hangers: Galvanized steel, notched to fit trapeze with single bolt to
tighten.
E. Conduit clamps - general purpose: One hole malleable iron for surface mounted conduits.
F. Cable Ties: High strength nylon temperature rated to 185 degrees F. Self locking.
2.02 FORMED STEEL CHANNEL
A. Manufacturers:
1, Cooper B -Line Systems.
2. Panduit Corp.
3. Unistrut Corp.
4. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: Galvanized (12 gage) thick steel. With holes 1-1/2 inches on center.
2.03 SPRING STEEL CLIPS
A. Manufacturers:
1. Cooper B -Line Systems
2. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: Mounting hole and screw closure.
2.04 SLEEVES
A. Furnish materials in accordance State of California Public Work's standard.
B. Sleeves for Through Non -fire Rated Floors: 18 gage thick galvanized steel.
C. Sleeves for Through Non -fire Rated Beams, Walls, Footings, and Potentially Wet Floors: Steel pipe
or 18 gage thick galvanized steel.
D. Sleeves for Through Fire Rated and Fire Resistive Floors and Walls, and Fire Proofing:
Prefabricated fire rated sleeves including seals, UL listed.
2.05 FIRESTOPPING
A. Manufacturers:
1. Dow Corning Corp.
2. Fire Trak Corp.
3. Hilti Corp.
4. International Protective Coating Corp.
5. 3M Fire Protection Products.
6. Specified Technology, Inc.
7. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: Different types of products by multiple manufacturers are acceptable as
required to meet specified system description and performance requirements; provide only one type
for each similar application.
260529-4 HANGERS ANDSUPPORTS FORA ELECTRICAL SYSTEMS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
RM ARCHITECTURE
MARCH, 2014
1. Silicone Firestopping Elastomeric Firestopping: Silicone elastomeric compound and compatible
silicone sealant.
2. Foam Firestopping Compounds: Foam compound.
3. Fiber Stuffing and Sealant Firestopping: Composite of mineral or ceramic fiber stuffing insulation
with silicone elastomer for smoke stopping.
4. Intumescent Firestopping: Intumescent putty compound which expands on exposure to surface
heat gain.
5. Firestop Pillows: Formed mineral fiber pillows.
C. Color: As selected from manufacturer's full range of colors.
2.06 FIRESTOPPING ACCESSORIES
A. Primer: Type recommended by firestopping manufacturer for specific substrate surfaces and suitable
for required fire ratings.
B. Dam Material: Permanent:
1. Mineral fiberboard.
2. Sheet metal.
C. Installation Accessories: Provide clips, collars, fasteners, temporary stops or dams, and other
devices required to position and retain materials in place.
D. General:
1. Furnish UL listed products or products tested by nationally recognized independent testing
laboratory.
2. Select products with rating not less than rating of wall or floor being penetrated.
E. Non -Rated Surfaces:
1. Stamped steel, chrome plated, hinged, split ring escutcheons or floor plates or ceiling plates for
covering openings in occupied areas where conduit is exposed.
2. For exterior wall openings below grade, furnish modular mechanical type seal consisting of
interlocking synthetic rubber links shaped to continuously fill annular space between conduit and
cored opening or water -stop type wall sleeve.
PART 3 - EXECUTION
3.01 EXAMINATION
A. Section 01 30 00 - Administrative Requirements: Verification of existing conditions before starting
work.
B. Verify openings are ready to receive sleeves.
C. Verify openings are ready to receive firestopping.
B30Y�73�713,i1L�7:I
A. Clean substrate surfaces of dirt, dust, grease, oil, loose material, or other matter affecting bond of
firestopping material.
B. Remove incompatible materials affecting bond.
C. Install backing or damming materials to arrest liquid material leakage.
D. Obtain permission from Architect/Engineer before using powder -actuated anchors.
HANGERS ANDSUPPORTS FORA ELECTRICAL SYSTEMS 260529-5
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.ATY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
E. Obtain permission from Architect/Engineer before drilling or cutting structural members.
3.03 INSTALLATION - HANGERS AND SUPPORTS
A. Anchors and Fasteners:
1. Concrete Structural Elements: Provide expansion anchors.
2. Steel Structural Elements: Provide beam clamps.
3. Concrete Surfaces: Provide expansion anchors.
4. Hollow Masonry, Plaster, and Gypsum Board Partitions: Provide toggle bolts and hollow wall
fasteners.
5. Solid Masonry Walls: Provide expansion anchors and preset inserts.
& Sheet Metal: Provide sheet metal screws.
7. Wood Elements: Provide wood screws.
B. Inserts:
1. Install inserts for placement in concrete forms.
2. Install inserts for suspending hangers from reinforced concrete slabs and sides of reinforced
concrete beams.
3. Provide hooked rod to concrete reinforcement section for inserts carrying pipe over 4 inches.
4. Where concrete slabs form finished ceiling, locate inserts flush with slab surface.
C. Install conduit and raceway support and spacing in accordance with CEC.
D. Do not fasten supports to pipes, ducts, mechanical equipment, or conduit.
E. Install multiple conduit runs on common hangers.
F. Supports:
1. Fabricate supports from structural steel or formed steel channel. Install hexagon head bolts to
present neat appearance with adequate strength and rigidity. Install spring lock washers under
nuts.
2. Install surface mounted cabinets and panelboards with minimum of four anchors.
3. In wet and damp locations install steel channel supports to stand cabinets and panelboards 1
inch off wall.
4. Support vertical conduit at every floor.
A. Install material at fire rated construction perimeters and openings containing penetrating sleeves,
piping, ductwork, conduit and other items, requiring firestopping.
B. Apply primer where recommended by manufacturer for type of firestopping material and substrate
involved, and as required for compliance with required fire ratings.
C. Apply firestopping material in sufficient thickness to achieve required fire and smoke rating.
D. Dam material to remain.
E. Fire Rated Surface:
1. Seal opening at wall, ceiling, and roof as follows:
b. Install sleeve through opening and extending beyond minimum of 1 inch on both sides of
building element.
c. Size sleeve allowing minimum of 1 inch void between sleeve and building element.
d. Pack void with backing material.
e. Seal ends of sleeve with UL listed fire resistive silicone compound to meet fire rating of
structure penetrated.
260529-6 HANGERS ANDSUPPORTS FORA ELECTRICAL SYSTEMS
CITY OF NEWPORT BEAC14
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
RM ARCHITECTURE
MARCH, 2014
2. Where cable tray, conduit, or wireway penetrates fire rated surface, install firestopping product in
accordance with manufacturer's instructions.
F. Non -Rated Surfaces:
1. Seal opening through non -fire rated wall, floor, ceiling, and roof opening as follows:
f. Install sleeve through opening and extending beyond minimum of 1 inch on both sides of
building element.
g. Size sleeve allowing minimum of 1 inch void between sleeve and building element.
h. Install type of firestopping material recommended by manufacturer.
2. Install escutcheons, floor plates or ceiling plates where conduit, penetrates non -fire rated
surfaces in occupied spaces. Occupied spaces include rooms with finished ceilings and where
penetration occurs below finished ceiling.
3. Exterior wall openings below grade: Assemble rubber links of mechanical seal to size of conduit
and tighten in place, in accordance with manufacturer's instructions.
4. Interior partitions: Seal pipe penetrations at telecommunication rooms. Apply sealant to both
sides of penetration to completely fill annular space between sleeve and conduit.
3.05 INSTALLATION -EQUIPMENT BASES AND SUPPORTS
A. Provide housekeeping pads of concrete, minimum 3-1/2 inches thick and extending 6 inches beyond
supported equipment as indicated on Drawings. Refer to Section 03 30 00.
B. Using templates furnished with equipment, install anchor bolts, and accessories for mounting and
anchoring equipment.
C. Construct supports of formed steel channel. Brace and fasten with flanges bolted to structure.
3.06 INSTALLATION - SLEEVES
A. Exterior entries: Seal with adjustable interlocking rubber links.
B. Set sleeves in position in forms. Provide reinforcing around sleeves.
C. Size sleeves large enough to allow for movement due to expansion and contraction. Provide for
continuous insulation wrapping.
D. Extend sleeves through floors 2 inches above finished floor level. Caulk sleeves.
E. Where conduit or raceway penetrates floor, ceiling, or wall, close off space between conduit or
raceway and adjacent work with fire stopping insulation and caulk airtight. Provide close fitting metal
collar or escutcheon covers at both sides of penetration.
F. Install stainless steel escutcheons at finished surfaces.
3.07 FIELD QUALITY CONTROL
A. Section 01 40 00 - Quality Requirements and 01 70 00 - Execution and Closeout Requirements:
Field inspecting, testing, adjusting, and balancing.
B. Inspect installed firestopping for compliance with specifications and submitted schedule.
3.08 CLEANING
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for cleaning.
B. Clean adjacent surfaces of firestopping materials.
HANGERS ANDSUPPORTS FORA ELECTRICAL SYSTEMS 260629-7
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MARCH, 2014
3.09 PROTECTION OF FINISHED WORK
-ITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for protecting finished
Work.
B. Protect adjacent surfaces from damage by material installation.
END OF SECTION
260529-8 HANGERS ANDSUPPORTS FORA ELECTRICAL SYSTEMS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 26 0533
RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS
PART 1 -GENERAL
1.01 SUMMARY
RM ARCHITECTURE
MARCH, 2014
A. Section includes conduit and tubing, surface raceways, wireways, outlet boxes, pull and junction
boxes, and handholes.
B. Related Sections:
1. Section 26 05 26 - Grounding and Bonding for Electrical Systems.
2. Section 26 05 29 - Hangers and Supports for Electrical Systems.
3. Section 26 05 53 - Identification for Electrical Systems.
4. Section 26 27 16 - Electrical Cabinets and Enclosures.
5. Section 26 27 26 - Wiring Devices.
6. Section 27 05 33 - Conduits and Backboxes for Communications Systems.
7. Section 28 05 33 - Conduits and Backboxes for Electronic Safety and Security.
1.02 REFERENCES
A. American National Standards Institute:
1. ANSI C80.1 - Rigid Steel Conduit, Zinc Coated.
2. ANSI C80.3 - Specification for Electrical Metallic Tubing, Zinc Coated.
3. ANSI C80.5 - Aluminum Rigid Conduit - (ARC).
B. National Electrical Manufacturers Association:
1. NEMA 250 - Enclosures for Electrical Equipment (1000 Volts Maximum).
2. NEMA FB 1 - Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit and Cable
Assemblies.
3. NEMA OS 1 - Sheet Steel Outlet Boxes, Device Boxes, Covers, and Box Supports.
4. NEMA OS 2 - Nonmetallic Outlet Boxes, Device Boxes, Covers, and Box Supports.
5. NEMA RN 1 - Polyvinyl Chloride (PVC) Externally Coated Galvanized Rigid Steel Conduit
and Intermediate Metal Conduit.
6. NEMA TC 2 - Electrical Polyvinyl Chloride (PVC) Tubing and Conduit.
7. NEMA TC 3 - PVC Fittings for Use with Rigid PVC Conduit and Tubing.
1.03 SYSTEM DESCRIPTION
A. Raceway and boxes located as indicated on Drawings, and at other locations required for splices,
taps, wire pulling, equipment connections, and compliance with regulatory requirements.
Raceway and boxes are shown in approximate locations unless dimensioned. Provide raceway to
complete wiring system.
B. Underground More than 5 feet outside Foundation Wall: Provide thickwall nonmetallic conduit.
Provide cast metal boxes.
C. Underground Within 5 feet from Foundation Wall: Provide rigid steel conduit. Provide cast metal
boxes.
D. Under Slab on Grade: Provide rigid steel conduit. Provide cast metal boxes.
RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 260533-1
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MAINTENANCE BUILDING
E. Outdoor Locations, Above Grade: Provide PVC coated rigid steel conduit. Provide cast metal or
nonmetallic outlet, pull, and junction boxes.
F. Wet and Damp Locations: Provide rigid steel conduit. Provide cast metal outlet, junction, and pull
boxes. Provide flush mounting outlet box in finished areas.
G. Concealed Dry Locations: Provide electrical metallic tubing. Provide sheet -metal boxes. Provide
flush mounting outlet box in finished areas. Provide hinged enclosure for large pull boxes.
H. Exposed Dry Locations: Provide electrical metallic tubing. Provide sheet -metal boxes. Provide
flush mounting outlet box in finished areas. Provide hinged enclosure for large pull boxes.
1.04 DESIGN REQUIREMENTS
A. Minimum Raceway Size: 3/4 inch above grade and once unless otherwise specified.
1.05 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Submittal procedures.
B. Product Data: Submit for the following:
1.
Flexible metal conduit.
2.
Liquidtight flexible metal conduit.
3.
Nonmetallic conduit.
4.
Flexible nonmetallic conduit.
5.
Nonmetallic tubing.
6.
Raceway fittings.
7.
Conduit bodies.
8.
Surface raceway.
9.
Wireway.
10.
Pull and junction boxes.
11.
Handholes.
C. Manufacturer's Installation Instructions: Submit application conditions and limitations of use
stipulated by Product testing agency specified under Regulatory Requirements. Include
instructions for storage, handling, protection, examination, preparation, and installation of
Product.
1.06 CLOSEOUT SUBMITTALS
A. Section 01 70 00 - Execution and Closeout Requirements: Closeout procedures.
B. Project Record Documents:
1. Record actual routing of conduits larger than 2 inches.
2. Record actual locations and mounting heights of outlet, pull, and junction boxes.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Section 01 60 00 - Product Requirements: Product storage and handling requirements.
B. Protect conduit from corrosion and entrance of debris by storing above grade. Provide
appropriate covering.
C. Protect PVC conduit from sunlight.
260533-2 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
1.08 COORDINATION
RM ARCHITECTURE
MARCH, 2014
A. Section 01 30 00 - Administrative Requirements: Coordination and project conditions.
B. Coordinate installation of outlet boxes for equipment connected under Section 26 05 03.
C. Coordinate mounting heights, orientation and locations of outlets mounted above counters,
benches, and backsplashes.
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2.01 METAL CONDUIT
A. Manufacturers:
1. Allied Tube.
2. Hubbell Wiring Devices .
3. Thomas & Betts Corp.
4. Walker Systems Inc.
5. The Wiremold Co..
6. Substitutions: Section 01 60 00 - Product Requirements.
B. Rigid Steel Conduit: ANSI C80.1.
C. Intermediate Metal Conduit (IMC): Rigid steel.
D. Fittings and Conduit Bodies: NEMA FB 1.
2.02 PVC COATED METAL CONDUIT
A. Manufacturers:
1. Allied Tube.
2. Hubbell Wiring Devices.
3. Thomas & Betts Corp.
4. Walker Systems Inc.
5. The Wiremold Co..
6. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: NEMA RN 1; rigid steel conduit with external PVC coating, 20 mil thick.
C. Fittings and Conduit Bodies: NEMA FB 1; steel fittings with external PVC coating to match
conduit.
2.03 FLEXIBLE METAL CONDUIT
A. Manufacturers:
1. Allied Tube.
2. Hubbell Wiring Devices.
3. Thomas & Betts Corp.
4. Walker Systems Inc.
5. The Wiremold Co..
6, Substitutions: Section 0160 00 - Product Requirements.
B. Product Description: Interlocked steel construction.
C. Fittings: NEMA FB 1.
RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 260533-3
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MARCH, 2014
2.04 LIQUIDTIGHT FLEXIBLE METAL CONDUIT
A. Manufacturers:
1.
Allied Tube.
2.
Hubbell Wiring Devices .
3.
Thomas & Betts Corp.
4.
Walker Systems Inc.
5.
The Wiremold Co..
6.
Substitutions: Section 01
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
60 00 - Product Requirements.
B. Product Description: Interlocked steel construction with PVC jacket.
C. Fittings: NEMA FB 1.
2.05 ELECTRICAL METALLIC TUBING (EMT)
A. Manufacturers:
1.
Allied Tube.
2.
Hubbell Wiring Devices.
3.
Thomas & Betts Corp.
4.
Walker Systems Inc.
5,
The Wiremold Co..
6.
Substitutions: Section 01
60 00 - Product Requirements.
B. Product Description: ANSI C80.3; galvanized tubing.
C. Fittings and Conduit Bodies: NEMA FB 1; steel , compression type.
2.06 NONMETALLIC CONDUIT
A. Manufacturers:
1. Allied Tube.
2. Hubbell Wiring Devices.
3. Thomas & Betts Corp.
4. Walker Systems Inc.
5. The Wiremold Co..
6. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: NEMA TC 2; Schedule 40 PVC.
C. Fittings and Conduit Bodies: NEMA TC 3.
2.07 SURFACE METAL RACEWAY
A. Manufacturers:
1. Hubbell Wiring Devices.
2. Panduit Corp.
3. Walker Systems Inc.
4. The Wiremold Co..
5. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: Sheet metal channel with fitted cover, suitable for use as surface metal
raceway.
C. Size: As noted on drawings.
2606334 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS
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BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
D. Finish: As noted on drawings.
E. Fittings, Boxes, and Extension Rings: Furnish manufacturer's standard accessories; match finish
on raceway.
2.08 SURFACE NONMETAL RACEWAY
A. Manufacturers:
1. Carlon Electrical Products.
2. Hubbell Wiring Devices.
3. Thomas & Betts Corp.
4. Walker Systems Inc.
5. The Wiremold Co..
6. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: Plastic channel with fitted cover, suitable for use as surface raceway.
C. Size: As noted on drawings.
D. Finish: As noted on drawings.
E. Fittings, Boxes, and Extension Rings: Furnish manufacturer's standard accessories, finish to
match raceway.
2.09 WIREWAY
A. Manufacturers:
1. Carlon Electrical Products.
2. Hubbell Wiring Devices.
3. Thomas & Betts Corp.
4. Walker Systems Inc.
5. The Wiremold Co..
6. Substitutions: Section 0160 00 - Product Requirements.
B. Product Description: General purpose type wireway.
C. Knockouts: Manufacturer's standard.
D. Size: As indicated on Drawings.
E. Cover: Screw cover.
F. Connector: Slip -in.
G. Fittings: Lay -in type with removable top, bottom, and side; captive screws.
H. Finish: Rust inhibiting primer coating with gray enamel finish.
2.10 OUTLET BOXES
A. Manufacturers:
1. Carlon Electrical Products.
2. Hubbell Wiring Devices .
3. Thomas & Betts Corp.
4. Walker Systems Inc.
RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 260533-5
RM ARCHITECTURE CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
5. The Wiremold Co..
6. Substitutions: Section 0160 00 - Product Requirements.
B. Sheet Metal Outlet Boxes: NEMA OS 1, galvanized steel.
1, Luminaire and Equipment Supporting Boxes: Rated for weight of equipment supported;
furnish 1/2 inch male fixture studs where required.
2. Concrete Ceiling Boxes: Concrete type.
C. Nonmetallic Outlet Boxes: NEMA OS 2.
D. Cast Boxes: NEMA FB 1, Type FD, cast feralloy. Furnish gasketed cover by box manufacturer.
Furnish threaded hubs.
E. Wall Plates for Finished Areas: As specified in Section 26 27 26.
F. Wall Plates for Unfinished Areas: Furnish gasketed cover.
2.11 PULL AND JUNCTION BOXES
A. Manufacturers:
1. Carlon Electrical Products.
2. Hubbell Wiring Devices.
3. Thomas & Betts Corp.
4. Walker Systems Inc.
5. The Wiremold Co..
6. Substitutions: Section 01 60 00 - Product Requirements.
B. Sheet Metal Boxes: NEMA OS 1, galvanized steel.
C. Hinged Enclosures: As specified in Section 26 27 16.
D. Surface Mounted Cast Metal Box: NEMA 250, Type 4; flat -flanged, surface mounted junction box:
1. Material: Cast aluminum.
2. Cover: Furnish with ground flange, neoprene gasket, and stainless steel cover screws.
E. In -Ground Cast Metal Box: NEMA 250, Type 6, outside flanged, recessed cover box for flush
mounting:
1. Material: Cast aluminum.
2. Cover: Nonskid cover with neoprene gasket and stainless steel cover screws.
3. Cover Legend: "POWER" or "SIGNAL" or as otherwise noted on drawings.
PART 3 - EXECUTION
3.01 EXAMINATION
A. Section 01 30 00 - Administrative Requirements: Coordination and project conditions.
B. Verify outlet locations and routing and termination locations of raceway prior to rough -in.
3.02 INSTALLATION
A. Ground and bond raceway and boxes in accordance with Section 26 05 26.
B. Fasten raceway and box supports to structure and finishes in accordance with Section 26 05 29.
260533-6 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS
CITY OF NEWPORT BEACHRM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
4. Equipment: 1-3/4 inches high letters.
B. Stencil Paint: As specified in Section 09 90 00, semi -gloss enamel, colors and lettering size
conforming to ASME A13.1.
2.04 PIPE MARKERS
A. Color and Lettering: Conform to ASME A13.1
B. Plastic Pipe Markers: Factory fabricated, flexible, semi-rigid plastic, preformed to fit around pipe
or pipe covering. Larger sizes may have maximum sheet size with spring fastener.
C. Plastic Tape Pipe Markers: Flexible, vinyl film tape with pressure sensitive adhesive backing and
printed markings.
D. Plastic Underground Pipe Markers: Bright colored continuously printed plastic ribbon tape,
minimum 6 inches wide by 4 mil thick, manufactured for direct burial service.
2.05 CEILING TACKS
A. Description: Steel with 3/4 inch diameter color -coded head.
B. Color code as follows:
1. Plumbing valves: Green.
A. Description: Aluminum, size 1.9 x 0.75 inches, adhesive backed with printed identification.
2.07 LOCKOUT DEVICES
A. Lockout Hasps:
1. Anodized aluminum hasp with erasable label surface; size minimum 7-1/4 x 3 inches.
B. Valve Lockout Devices:
1. Nylon device preventing access to valve operator, accepting lock shackle -
PART 3 - EXECUTION
hackle.
PART3-EXECUTION
3.01 PREPARATION
A. Degrease and clean surfaces to receive adhesive for identification materials.
B. Prepare surfaces in accordance with Section 09 90 00 for stencil painting.
3.02 INSTALLATION
A. Apply stencil painting in accordance with Section 09 90 00.
B. Install identifying devices after completion of coverings and painting.
C. Install plastic nameplates with corrosive -resistant mechanical fasteners, or adhesive.
D. Install labels with sufficient adhesive for permanent adhesion and seal with clear lacquer. For
unfinished canvas covering, apply paint primer before applying labels.
IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT 220533-3
RM ARCHITECTURE
MARCH, 2014
-ITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
E. Install tags using corrosion resistant chain. Number tags consecutively by location.
F. Install underground plastic pipe markers 6 to 8 inches below finished grade, directly above buried
pipe.
G. Install piping identification on medical gas systems. Refer to Section 22 60 13.
H. Identify water heaters with plastic nameplates.
I. Identify control panels and major control components outside panels with plastic nameplates.
J. Identify valves in main and branch piping with tags.
K. Identify piping, concealed or exposed, with plastic pipe markers, plastic tape pipe markers or
stenciled painting. Identify service, flow direction, and pressure. Install in clear view and align
with axis of piping. Locate identification not to exceed 20 feet on straight runs including risers and
drops, adjacent to each valve and tee, at each side of penetration of structure or enclosure, and
at each obstruction.
L. Provide ceiling tacks to locate valves above T -bar type panel ceilings. Locate in corner of panel
closest to equipment.
END OF SECTION
220533-4 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
C. Identify raceway and boxes in accordance with Section 26 05 53.
D. Arrange raceway and boxes to maintain headroom and present neat appearance.
3.03 INSTALLATION - RACEWAY
A. Raceway routing is shown in approximate locations unless dimensioned. Route to complete
wiring system.
B. Arrange raceway supports to prevent misalignment during wiring installation.
C. Support raceway using coated steel or malleable iron straps, lay -in adjustable hangers, clevis
hangers, and split hangers.
D. Group related raceway; support using conduit rack. Construct rack using steel channel specified
in Section 26 05 29; provide space on each for 25 percent additional raceways.
E. Do not support raceway with wire or perforated pipe straps. Remove wire used for temporary
supports
F. Do not attach raceway to ceiling support wires or other piping systems.
G. Construct wireway supports from steel channel specified in Section 26 05 29.
H. Route exposed raceway parallel and perpendicular to walls.
1. Route raceway installed above accessible ceilings parallel and perpendicular to walls.
J. Route conduit under slab from point-to-point.
K. Maintain clearance between raceway and piping for maintenance purposes.
L. Maintain 12 inch clearance between raceway and surfaces with temperatures exceeding 104
degrees F.
M. Cut conduit square using saw or pipe cutter; de -burr cut ends.
N. Bring conduit to shoulder of fittings; fasten securely.
O. Join nonmetallic conduit using cement as recommended by manufacturer. Wipe nonmetallic
conduit dry and clean before joining. Apply full even coat of cement to entire area inserted in
fitting. Allowjoint to cure for minimum 20 minutes.
P. Install conduit hubs or sealing locknuts to fasten conduit to sheet metal boxes in damp and wet
locations and to cast boxes.
Q. Install no more than equivalent of three 90 degree bends between boxes. Install conduit bodies to
make sharp changes in direction, as around beams. Install factory elbows for bends in metal
conduit larger than 2 inch size.
R. Avoid moisture traps; install junction box with drain fitting at low points in conduit system.
S. Install fittings to accommodate expansion and deflection where raceway crosses seismic and
expansion joints.
RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 260533-7
RM ARCHITECTURE
MARCH, 2014
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
T. Install suitable pull string or cord in each empty raceway except sleeves and nipples.
U. Install suitable caps to protect installed conduit against entrance of dirt and moisture.
V. Surface Raceway: Install flat -head screws, clips, and straps to fasten raceway channel to
surfaces; mount plumb and level. Install insulating bushings and inserts at connections to outlets
and corner fittings.
W. Close ends and unused openings in wireway.
3.04 INSTALLATION - BOXES
A. Install wall mounted boxes at elevations to accommodate mounting heights as indicated on
Drawings.
B. Adjust box location up to 10 feet prior to rough -in to accommodate intended purpose.
C. Orient boxes to accommodate wiring devices oriented as specified in Section 26 27 26.
D. install pull boxes and junction boxes above accessible ceilings and in unfinished areas only.
E. In Accessible Ceiling Areas: Install outlet and junction boxes no more than 6 inches from ceiling
access panel or from removable recessed luminaire.
F. Locate flush mounting box in masonry wall to require cutting of masonry unit comer only.
Coordinate masonry cutting to achieve neat opening.
G. Do not install flush mounting box back-to-back in walls; install with minimum 6 inches separation.
Install with minimum 24 inches separation in acoustic rated walls.
H. Secure flush mounting box to interior wall and partition studs. Accurately position to allow for
surface finish thickness.
I. Install stamped steel bridges to fasten flush mounting outlet box between studs.
J. Install flush mounting box without damaging wall insulation or reducing its effectiveness.
K. Install adjustable steel channel fasteners for hung ceiling outlet box.
L. Do not fasten boxes to ceiling support wires or other piping systems.
M. Support boxes independently of conduit.
N. Install gang box where more than one device is mounted together. Do not use sectional box.
O. Install gang box with plaster ring for single device outlets.
3.05 INTERFACE WITH OTHER PRODUCTS
A. Install conduit to preserve fire resistance rating of partitions and other elements, using materials
and methods in accordance with Section 07 84 00.
B. Route conduit through roof openings for piping and ductwork or through suitable roof jack with
pitch pocket.
260533-8 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
C. Locate outlet boxes to allow luminaires positioned as indicated on Drawings.
D. Align adjacent wall mounted outlet boxes for switches, thermostats, and similar devices.
3.06 ADJUSTING
A. Section 01 70 00 - Execution and Closeout Requirements: Testing, adjusting, and balancing.
B. Adjust flush -mounting outlets to make front flush with finished wall material.
C. Install knockout closures in unused openings in boxes.
3.07 CLEANING
A. Section 01 70 00 - Execution and Closeout Requirements: Final cleaning.
B. Clean interior of boxes to remove dust, debris, and other material.
C. Clean exposed surfaces and restore finish.
END OF SECTION
RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS 260533-9
CITY OF NEWPORT BEACH`- RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
2. 208 Volt System: 208 VOLTS.
2.05 STENCILS
A. Furnish materials in accordance with State of California Public Work's standards.
B. Stencils: With clean cut symbols and letters of following size:
1. Up to 2 inches Outside Diameter of Raceway: 1/2 inch high letters.
2. 2-1/2 to 6 inches Outside Diameter of Raceway: 1 inch high letters.
C. Stencil Paint: As specified in Section 09 90 00, semi -gloss enamel, colors conforming to the
following:
1. Black lettering on white background.
2.06 UNDERGROUND WARNING TAPE
A. Description: 4 inch wide plastic tape, detectable type, colored yellow with suitable warning legend
describing buried electrical lines.
2.07 LOCKOUT DEVICES
A. Lockout Hasps:
1. Anodized aluminum hasp with erasable label surface; size minimum 7-1/4 x 3 inches.
PART 3 - EXECUTION
3.01 PREPARATION
A. Degrease and clean surfaces to receive adhesive for identification materials.
B. Prepare surfaces in accordance with Section 09 90 00 for stencil painting.
3.02 INSTALLATION
A. Install identifying devices after completion of painting.
B. Nameplate Installation:
1. Install nameplate parallel to equipment lines.
2. Install nameplate for each electrical distribution and control equipment enclosure with
corrosive -resistant mechanical fasteners, or adhesive.
3. Install nameplates for each control panel and major control components located outside
panel with corrosive -resistant mechanical fasteners, or adhesive.
4. Secure nameplate to equipment front using adhesive.
5. Secure nameplate to inside surface of door on recessed panelboard in finished locations.
6. Install nameplates for the following:
a. Switchboards.
b. Panelboards.
c. Transformers.
d. Service Disconnects.
C. Label Installation:
1. Install label parallel to equipment lines.
2. Install label for identification of individual control device stations.
3. Install labels for permanent adhesion and seal with clear lacquer.
D. Wire Marker installation:
IDENTIFICATION FOR ELECTRICAL SYSTEMS 260553-3
RM ARCHITECTURE
MARCH, 2014
.:ITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
1. Install wire marker for each conductor at panelboard gutters, pull boxes, outlet and junction
boxes and each load connection.
E. Stencil Installation:
1. Apply stencil painting in accordance with Section 09 90 00.
F. Underground Warning Tape Installation:
1. Install underground warning tape along length of each underground conduit, raceway, or
cable 6 to 8 inches below finished grade, directly above buried conduit, raceway, or cable.
END OF SECTION
26.0553-4 IDENTIFICATION FOR ELECTRICAL SYSTEMS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 26 0572
ACCEPTANCE TESTING
PART 1 -GENERAL
1.01 SCOPE OF WORK
RM ARCHITECTURE
MARCH, 2014
A. It is the intent of these acceptance tests to assure that all Contractor supplied equipment is
operational and within industry and manufacturer's tolerances and is installed in accordance with
designed specifications.
B. The acceptance tests and inspections shall determine suitability for energization of switchgear
and cables.
C. Items that shall be checked, inspected, and tested include, but are not limited to, the following:
1. Relays.
2. Power/Lighting panel boards.
3. 600V rated cable.
fi1[iY�\17>![«7r3�x � It
A. All inspections and tests shall be in accordance with the following applicable codes and standards
except as provided otherwise herein.
1. California Electrical Code - CEC latest 2007 Edition.
2. National Electrical Manufacturer's Association - NEMA.
3. American Society for Testing and Materials - ASTM.
4. Institute of Electrical and Electronic Engineers - IEEE.
5. National Electrical Testing Association - NET A.
6. American National Standards Institute - ANSI:
a. C2, National Electrical Safety Code
b. Z244-1, American National Standard for Personnel Protection
7. State Codes and Ordinances.
8. Insulated Cable Engineers Association - ICEA.
9. Association of Edison Illuminating Companies - AEIC.
10. Occupational Safety and Health Administration:
c. Part 1910, Subpart S, 1910.30S
d. Part 1926, Subpart V, 1926.950 through 1926.960
11. National Fire Protection Association - NFPA:
e. ANSUCECB, Electrical Equipment Maintenance
f. CECE, Electrical Safety Requirements for Employee Workplaces
g. ANSI/CEC, National Electrical Code 2005 Edition
h. ANSI/NEPA 101, Life Safety Code
i. Project Design Specification.
j. Project Design Drawings.
k. Manufacturer's instruction manuals applicable to each particular apparatus.
1.03 QUALIFICATIONS OF TESTING AGENCY
A. The testing firm shall be an independent testing organization, which can function as an unbiased
testing authority, professionally independent of the manufacturers, suppliers, and installers of
equipment or systems evaluated by the testing firm.
ACCEPTANCE TESTING 260572-1
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CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
B. The testing firm shall be regularly engaged in the testing of electrical equipment devices,
installations, and systems.
C. The testing firm and all the testing personnel shall have been engaged in such practices for a
minimum of ten years.
D. The testing firm shall meet federal OSHA criteria for accreditation of testing laboratories, Title 29,
Parts 1907, 1910, and 1936. Full membership in the National Electrical Testing Association
constitutes proof of such criteria.
E. The lead, on site, technical person shall be currently certified by the National Electrical Testing
Associate (NETA) in Electrical Power Distribution System Testing.
F. Testing firm shall utilize only full-time technicians who are regularly employed by the firm for
testing services. Electrically unskilled employees are not permitted to perform testing or
assistance of any kind. Electricians may assist, but may not perform testing and/or inspection
services.
G. The testing firm shall submit proof of the above qualifications.
H. The testing firm shall be an independent organization as defined by OSHA Title 29, Part 1936
and the National Electrical Testing Association.
1. All instruments used by the testing firm to evaluate electrical performance shall meet NETA's
Specifications for Test Instruments. (See Section 1.7 of this specification).
J. The terms used herewith such as Test Agency, Testing Laboratory, or Contractor Test Company,
shall be construed to mean testing firm.
1.04 RESPONSIBILITIES
A. The Contractor shall notify the Owners Representative prior to commencement of any testing
B. Any system, material or workmanship, which is found defective on the basis of acceptance tests,
shall be reported.
C. The testing firm shall maintain a written record of all tests and upon completion of project,
assemble and certify a final test report.
D. A stable source of 60 hertz power shall be provided for testing purposes by the Contractor.
Owners Representative shall witness all tests and a minimum of 14 days notice shall be provided.
1.05 TEST EQUIPMENT
A. Test Instrument Calibration
1. The testing firm shall have a calibration program that assures that all applicable test
instrumentation is maintained within rated accuracy.
2. The accuracy shall be directly traceable to the National Bureau of Standards.
3. Instruments shall be calibrated in accordance with the following frequency schedule:
1. Field instruments: Analog - 6 months maximum
Digital - 12 months maximum
m. Laboratory Instruments 2 months
n. Leased specialty equipment - 12 months (where accuracy is guaranteed by lessor)
4. Dated calibration labels shall be visible on all test equipment.
260572-2 ACCEPTANCE TESTING
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
5. Records must be kept up-to-date which show date and results of instruments calibrated or
tested.
6. An up-to-date instrument calibration instruction and procedure will be maintained for each
test instrument.
7. Calibrating standard shall be of higher accuracy than that of the instrument tested.
1.06 TEST REPORTS
A. The test report shall include the following:
1. Summary of project.
2. Description of equipment/device tested.
3. Description of test, including date, time, and duration of test.
4. Test results.
5. Conclusions and recommendations.
6. Appendix, including appropriate test forms.
7. Identification' of test equipment used.
8. Signature of responsible test organization authority.
9. Signature of the person witnessing the tests.
10. Furnish five copies of the complete report to the Owners Representative no later than thirty
(30) days after completion of project unless otherwise directed.
1.07 SAFETY AND PRECAUTIONS
A. Safety practices shall include, but are not limited to, the following requirements:
1. Occupational Safety and Health Act of 1970 - OSHA.
2. Accident Prevention Manual for Industrial Operations, National Safety Council, Chapter 4.
3. Applicable State safety operating procedures.
4. NETA Safety/Accident Prevention Program.
5. District's safety practices.
6. National Fire Protection Association - CECE.
7. ANSI Z244.1 American National Standards for Personnel Protection.
B. All tests shall be performed with apparatus de -energized except where otherwise specifically
required.
C. The testing firm shall have a designated safety representative on the project to supervise
operations with respect to safety.
PART 2 -PRODUCTS
2.01 PROTECTIVE DEVICE COORDINATION STUDY
A. A protective coordination study shall be performed using SKM's Dapper or equal software to
select or check the selection of power fuse ratings, protective relay characteristics and settings,
ratios, and characteristics of associated voltage breaker trip characteristics and settings.
B. The coordination study shall include all voltage classes of equipment indicated on the single line
diagram drawings. The entire electrical system shall be included in the coordination study. Verify
characteristics and settings of existing devices in the field and from the manufacturer.
C. The time -current characteristics of the specified protective devices shall be plotted on the
appropriate log -log paper. The plots shall include complete titles, representative one -line
diagrams of both buildings and legends, associated relays or fuse characteristics, significant
motor starting characteristics, complete parameters of transformers, complete operating bands of
ACCEPTANCE TESTING 260572-3
RM ARCHITECTURE
MARCH, 2014
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
low voltage circuit breaker trip curves, and fuse curves. The coordination plots shall indicate the
types of protective devices selected, proposed relay taps, time dial and instantaneous trip
settings, cable damage curves, symmetrical and asymmetrical fault currents. All requirements of
the current California Electrical Code shall be adhered to. Reasonable coordination intervals and
separation of characteristic curves shall be maintained. Separate coordination plots for phase and
ground protective devices shall be provided on a system basis. Separate curves shall be used to
clearly indicate the coordination achieved for feeder breakers with downstream fuses and circuit
breakers in switchgear and substations. There shall be a maximum of six protective devices per
plot.
D. The selection and setting of the protective devices shall be provided separately in a tabulated
form listing circuit identification, IEEE device number, current transformer ratios, manufacturer,
type, range of adjustment, and recommended settings. Discrepancies, problem areas, or
inadequacies shall be promptly brought to the project Owners Representative's attention.
E. Five copies of coordination curves and tabulated data indicating selection and settings of
protective devices shall be submitted to the Owners Representative for approval.
PART 3 -EXECUTION
3.01 EQUIPMENT VERIFICATIONS, TESTS AND CALIBRATIONS GENERAL
A. As part of the contract, the Contractor shall perform tests of installed work as herein specified and
specified in other Sections of these Specifications.
B. The Contractor shall provide all materials, equipment, labor and technical supervision to perform
such tests and inspections.
C. All tests shall be performed in compliance with the recommendations and requirements of the
National Electrical Testing Association, Inc. (NET A), and applicable codes and standards.
D. Upon completion of the tests and inspections noted in these Specifications, a label shall be
attached to all serviced devices. These labels shall indicate date serviced and the service
company responsible.
E. The test and inspections shall determine suitability for continued reliable operation.
F. All tests shall be conducted in the presence of the Owners Representative. Provide a minimum
of two weeks notice to the Owners Representative,
G. Furnish the necessary equipment and personnel to perform all required tests of all wiring and
connections for continuity, short circuit, and improper grounds. Included, but not limited to, the
following systems: substations, air interrupting switches, low voltage main and feeder circuit
breakers, interlocking controls, paneiboards, distribution transformers, branch circuits.
3.02 SWITCHGEAR AND DISTRIBUTION BOARDS
A. Visual and mechanical inspection:
1. Inspect for physical damage and code violations.
2. Clean interior and exterior surfaces.
3. Inspect for proper alignment, anchorage, and grounding.
4. Check tightness of accessible bolted bus joints by torque wrench method. Tighten
connections in accordance with industry standard torque levels.
260672-4 ACCEPTANCE TESTING
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
5. Make closure attempt on locked open devices. Make opening attempt on locked closed
devices,
6. Make exchange with devices operated in off -normal positions.
B. Electrical tests:
1. Measure insulation resistance of each bus section phase -to -phase and phase -to -ground.
2. Inspect all accessible bus joints and cable connections by infrared scanner to detect loose or
high-resistance connections and other circuit anomalies,
3. Inspect correctness of control wiring.
3.03 INSTRUMENT TRANSFORMER
A. Visual and mechanical inspection:
1. Inspect for physical damage and connection tightness.
2. Check transformer nameplate with singleline diagram.
3. Check proper operation of grounding or shorting devices.
B. Electrical tests:
1. Measure current transformer ratio by primary current injection.
2. Measure potential transformer ratio.
3. Measure insulation resistance primary -to -ground, secondary -to -ground and primary -to -
secondary.
4. Verify secondary wiring connections by secondary current injection.
5. Verify transformer polarity markings.
6. Perform current transformer saturation test. Plot transformer voltage current curve.
3.04 CONTROL POWER TRANSFORMERS - ENCAPSULATED TYPE
A. Visual and mechanical inspection:
1. Inspect for physical damage, proper installation, anchorage, and grounding.
2. Clean interior and all bushing and insulator surfaces.
3. Verify proper auxiliary device operation such as fans and indicators.
4. Check tightness of accessible bolted electrical joints. Tighten connections in accordance with
industry standards.
B. Electrical tests:
1. Perform insulation resistance tests winding -to -winding and winding -to- ground. Apply
appropriate guard circuit over all bushings.
2. Perform dielectric absorption test winding -to -winding and winding -to ground for ten (10)
minutes. Compute the polarization index.
3. Perform turns ratio test between windings for all top positions.
4. Perform insulation power factor tests on all high and low -voltage windings.
5. Check output voltages.
3.05 PROTECTIVE RELAYS
A. Visual and mechanical inspection:
1. Inspect relays for physical damage, presence of foreign material, moisture, condition of spiral
spring, disc clearance and corrosion.
2. Clean cover glass interior and relay components.
3. Check for freedom of movement, proper travel and alignment, and tightness of mounting
hardware and top screws.
ACCEPTANCE TESTING 260572-5
RM ARCHITECTURE
MARCH, 2014
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
B. Electrical test:
1. Perform insulation resistance tests on each circuit branch to frame.
2. Perform the following tests at the settings specified by Owners Representative:
o. Pickup parameters on each operating element.
p. Timing at three (3) points on time dial curve.
q. Pickup target and seal in units.
r. Special test as required to check operation of restraint, and other elements per
manufacturer's instructions.
3. Perform phase angle and magnitude contribution tests on all differential type relays after
energization to vectorially prove proper polarity and connection.
4. Check polarity and correctness of control wiring.
C. Relay calibration and tests:
1. Two relay wiring tests shall be made.
s. Primary circuit polarity test shall include a DC test from the current transformer to each
terminal block and relay terminal.
t. Relay and circuit breaker operation test by application of power from the portable relay
test set.
D. Relay testing shall be accomplished after completion of the switchgear installation, using
standard portable test set equipment and the relay manufacturer's testing directions and
parameters to determine conformance of the relay to the time-overcurrent information given in the
manufacturer's performance curves and the tap settings provided by coordination study.
Overcurrent relay testing shall include:
1. Zero set tests.
2. Pickup tests.
3. Time -current characteristic (operation at currents 3 and 4 times the directed tap settings), and
instantaneous at the directed tap setting.
4. Target and seal -in operation.
E. Target differential relays shall be tested similarly, except for the following additional tests:
1. Low voltage "through -currents" of approximately "full load" and "fault" magnitudes shall be
circulated in HV busses. Bus differential relays shall not trip.
2. Low voltage currents shall be circulated within the differential zones of "low -fault" and "high -
fault" magnitudes. Bus differential relays shall initiate tripping momentarily.
3.06 LOW VOLTAGE CIRCUIT BREAKERS
A. Visual and mechanical inspection:
1. Inspect for physical condition.
2. Inspect alignment and grounding.
3. Perform mechanical operator and contact alignment tests on the breaker and its operating
mechanism in accordance with manufacturer's instructions.
4. Perform insulation resistance test on control wiring.
5. Clean mechanism, insulating surfaces and contacts.
B. Electrical tests:
1. Measure contact resistance.
2. Trip overcurrent protective device by operation of each protective device.
3. Perform an insulation resistance test phase -to -ground, phase -to -phase and across open
contacts.
4. Perform insulation resistance test in accordance with Doble procedure.
5. Perform timing test with Travel Analyzer to insure proper contact overtravel and pressure.
260672-6 ACCEPTANCE TESTING
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
3.07 CABLES, LOW VOLTAGE (600 VOLTS AND LESS)
A. Visual and mechanical inspections:
1. Inspect cables for physical damage and proper connection.
2. Torque test cable connection. Tighten connections in accordance with industry standards.
3. Perform infrared scan of all connections under loaded conditions.
B. Electrical tests: Perform insulation resistance test of each cable with respect to ground and
adjacent cables.
3.08 GROUNDING SYSTEMS
A. Visual and mechanical inspection: Inspect ground system connections for completeness and
adequacy.
B. Electrical tests: Perform fall -of -the -potential test per IEEE No. 81, Section 9.03 to determine the
ground resistance between the main grounding system and all major electrical equipment frames,
system neutral and/or derived neutral points.
C. Infrared Inspection:
1. All doors and cover shall be removed and upon completion of test be reinstalled by testing
agency technicians.
2. A load bank shall be furnished to circulate low voltage currents of 400A magnitude through
each bus, main breaker and feeder breaker. After two hours infrared scans shall be made of
all bus joints. Problem area shall be photographed before and after corrections. After
corrections, another current test of two hours duration shall be made. Again an infrared scan
shall be made to confirm correct operation.
3. Upon completion, the switchgear shall be energized at 12kV. After 4 hours, infrared scans
shall be made to determine areas of excessive corona. Problem area shall be treated the
same as under B., above.
4. Upon completion of infrared scans, all covers and doors shall be reinstalled.
END OF SECTION
ACCEPTANCE TESTING 260572-7
CITY OF NEWPORT BEACH`
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 26 0923
LIGHTING CONTROL DEVICES
1:7_1:i i Qej_��1_x7_11!
1.01 SUMMARY
A. Section Includes:
1.
Remote control lighting relays.
2.
Lighting contactors.
3.
Switches.
4.
Switch plates.
5.
Occupancy sensors.
6.
Photocells.
7.
Photocell control unit.
RM ARCHITECTURE
MARCH, 2014
B. Related Sections:
1. Section 26 05 03 - Equipment Wiring Connections: Execution requirements for electric
connections specified by this section.
2. Section 26 05 19 - Low -Voltage Electrical Power Conductors and Cables.
3. Section 26 05 33 - Raceway and Boxes for Electrical Systems: Product requirements for
raceway and boxes for placement by this section.
4. Section 26 05 53 - Identification for Electrical Systems: Product requirements for electrical
identification items for placement by this section.
5. Section 26 24 16 - Panelboards.
6. Section 26 27 26 - Wiring Devices: Product requirements for wiring devices for placement by
this section.
1.02 REFERENCES
A. National Electrical Manufacturers Association:
1. NEMA AB 1 - Molded Case Circuit Breakers and Molded Case Switches.
2. NEMA FU 1 - Low Voltage Cartridge Fuses.
3. NEMA ICS 2 - Industrial Control and Systems: Controllers, Contractors, and Overload
Relays, Rated Not More Than 2000 Volts AC or 750 Volts DC.
4. NEMA ICS 4 - Industrial Control and Systems: Terminal Blocks.
5. NEMA ICS 5 - Industrial Control and Systems: Control Circuit and Pilot Devices.
6. NEMA ICS 6 - Industrial Control and Systems: Enclosures.
7. NEMA KS 1 - Enclosed and Miscellaneous Distribution Equipment Switches (600 Volts
Maximum).
1.03 SYSTEM DESCRIPTION
A. Distributed switching control using self contained individually mounted lighting relays.
B. Where indicated on drawings or required by applicable code, provide automatic shutoff for lighting
inside building larger than 5000 square feet. Control shutoff by method conforming to ICC IECC.
C. Where indicated on drawings or required by applicable code, provide automatic shutoff for lighting
outside building. Control shutoff by method conforming to ICC IECC.
1.04 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Requirements for submittals.
LIGHTING CONTROL DEVICES 26092300-1
RM ARCHITECTURE
MARCH, 2014
.;ITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
B. Shop Drawings: Indicate dimensioned drawings of lighting control system components and
accessories.
1. One Line Diagram: Indicating system configuration indicating panels, number and type of
switches or devices.
2. Include typical wiring diagrams for each component.
C. Product Data: Submit manufacturer's standard product data for each system component.
D. Manufacturer's Installation Instructions: Submit for each system component.
1.05 CLOSEOUT SUBMITTALS
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for submittals.
B. Project Record Documents: Record the following information:
1. Actual locations of components and record circuiting and switching arrangements.
2. Wiring diagrams reflecting field installed conditions with identified and numbered, system
components and devices.
C. Operation and Maintenance Data:
1. Submit replacement parts numbers.
2. Submit manufacturer's published installation instructions and operating instructions.
3. Recommended renewal parts list.
1.06 QUALITY ASSURANCE
A. Perform Work in accordance with requirements of NFPA 70.
B. Maintain one copy of each document on site.
1.07 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing products specified in this section with
minimum three years experience.
1.08 PRE -INSTALLATION MEETINGS
A. Section 01 30 00 - Administrative Requirements: Pre -installation meeting.
B. Convene minimum one week prior to commencing work of this section.
1.09 DELIVERY, STORAGE, AND HANDLING
A. Section 01 60 00 - Product Requirements: Requirements for transporting, handling, storing, and
protecting products.
B. Accept components on site in manufacturer's packaging. Inspect for damage.
C. Protect components by storing in manufacturer's containers indoor protected from weather.
1.10 WARRANTY
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for warranties.
B. Furnish five year manufacturer warranty for components.
260923-2 LIGHTING CONTROL DEVICES
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
1.11 EXTRA MATERIALS
RM ARCHITECTURE
MARCH, 2014
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for extra materials.
B. Furnish two of each switch type.
C. Furnish two of each occupancy sensor type.
D. Furnish two of each photocell type.
PART 2 -PRODUCTS
2.01 REMOTE CONTROL LIGHTING RELAYS
A. Manufacturers:
1. GE Electrical.
2. Cutler -Hammer.
3. Square D.
4. Siemens.
5. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: Heavy duty, single -coil momentary contact mechanically held remote control
relays.
C. Contacts: Rated 20 amperes at 277 volts. Rated for lighting applications with high intensity
discharge (HID) and fluorescent lamps.
D. Line Voltage Connections: Clamp type screw terminals,
E. Enclosure: NEMA ICS 6, to meet conditions. Fabricate enclosure from steel finished with
manufacturer's standard gray enamel.
1. Interior Dry Locations: Type 1.
2. Exterior Locations: Type 3R.
2.02 LIGHTING CONTACTORS
A. Manufacturers:
1. GE Electrical.
2. Cutler -Hammer.
3. Square D.
4. Siemens.
5. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: NEMA ICS 2, magnetic lighting contactor.
C. Configuration: Electrically held, 3 wire control.
D. Coil Operating Voltage: 24 volts, 60 Hertz.
E. Poles: To match circuit configuration and control function.
F. Contact Rating: Conductor overcurrent protection, considering derating for continuous loads.
G. Accessories:
1. Cover Mounted Pilot Devices: NEMA ICS 5, heavy-duty oiltight type with Form Z contacts,
rated A150.
2. Pushbutton: ON/OFF function, with lockable configuration.
LIGHTING CONTROL DEVICES 26092300-3
RM ARCHITECTURE
MARCH, 2014
iTY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
3. Selector Switch: ON/OFF/AUTOMATIC function, with rotary action.
4. Indicating Light: Green lens, resistor type, with led lamp.
5. Auxiliary Contacts: One, field convertible in addition to seal -in contact.
6. Relays: NEMA ICS 2.
7. Control Power Transformers: 120 volt secondary, 200 VA minimum, in each enclosed
contactor. Furnish fused primary and secondary, and bond unfused leg of secondary to
enclosure.
H. Enclosure: NEMA ICS 6, to meet conditions. Fabricate enclosure from steel finished with
manufacturer's standard gray enamel.
1. Interior Dry Locations: Type 1.
2. Exterior Locations: Type 31R.
2.03 SWITCHES
A. Manufacturers:
1. Hubbell Incorporated.
2. Leviton Manufacturing Co.
3. Pass and Seymour/Legrand.
4. Substitutions: Section 01 60 00 - Product Requirements.
B. Wall Switch: Specification Grade pilot light, momentary pushbutton type for overriding relays.
1. Material: Stainless steel.
2. Color: White.
C. Key Switch: Cylinder lock type. Match non -key switch ratings.
D. Switches with Pilot Lamp: Momentary contact, three position rocker type, ivorycolor, rated 3
amperes at 25 VAC, with integral red pilot light.
2.04 SWITCH PLATES
A. Manufacturers:
1. Hubbell Incorporated.
2. Leviton Manufacturing Co.
3. Pass and Seymour/Legrand.
4. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: Specification Grade.
1. Material: Stainless steel.
2.05 OCCUPANCY SENSOR
A. Manufacturers:
1. Leviton.
2. Douglas Lighting Controls.
3. Novitas.
4. Watt Stopper.
5. Substitutions: Section 01 60 00 - Product Requirements.
B. Compatible with modular relay panels. Capable of being wired directly to Class 2 wiring without
auxiliary components or devices.
C. Separate sensitivity and time delay adjustments with LED indication of sensed movement. User
adjustable time -delay: 30 seconds to 12 minutes.
D. Furnish with manual override.
260923-4 LIGHTING CONTROL DEVICES
CITY OF NEWPORT BEACHRM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
E. Operation: Silent.
F. Room Sensors: As indicated on Drawings
G. Corridor and Hallway Sensors:
1. Capable of detecting motion 14 feet wide and 80 feet long with one sensor mounted 10 feet
above floor.
2. Capable of detecting motion in warehouse aisle 10 feet wide and 60 feet long or 100 feet long
when mounted 22 feet above floor.
3. Capable of being wired in master -slave configuration to extend area of coverage.
2.06 PHOTOCELLS
A. Manufacturers:
1. Leviton.
2. Douglas Lighting Controls.
3. Novitas.
4. Watt Stopper.
5. Substitutions: Section 01 60 00 - Product Requirements.
B. General: Consist of sensor mounted with separate control -calibration module. Sensor connected
to control -calibration module via single shielded conductor with maximum distance of 500 feet.
Control unit powered by 24 VAC.
C. Control -Calibration Module: Furnish with the following:
1. Capable of being switched between 4 measurement ranges.
2. Separate trip points for high and low response settings.
3. Momentary contact device to override photocell relays.
4. Three minute time delay between switching outputs to avoid nuisance tripping.
D. Sensor Devices: Each sensor employs photo diode technology to allow linear response to
daylight within illuminance range.
1. Exterior Lighting: Hooded sensor, horizontally mounted, employing flat lens, and working
range 10-100 footcandles in 10 percent increments. Entire sensor encased in optically clear
epoxy resin.
2. Indoor Lighting: Sensor with Fresnel lens providing for 60 degree cone shaped response area
to monitor indoor office lighting levels.
3. Atriums: Sensor with translucent dome with 180 degree Feld of view and respond in range of
100-1,000 footcandles.
4. Skylights: Sensor with translucent dome with 180 degree field of view and respond in range
of 1,000-10,000 footcandles.
2.07 PHOTOCELL CONTROL UNIT
A. Manufacturers:
1. Leviton.
2. Douglas Lighting Controls.
3. Novitas.
4. Watt Stopper.
5. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: Photodiode control unit with PHOTOCELL ENABLE and MASTER
OVERRIDE inputs for remote control, 3 minute time delay, and with selectable ranges for 1-10
footcandle.
LIGHTING CONTROL DEVICES 26 0923005
RM ARCHITECTURE .;ITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
PART 3 -EXECUTION
3.01 INSTALLATION
A. Mount switches, occupancy sensors, and photocells as indicated on Drawings.
B. Install wiring in accordance with Section 26 05 19.
C. Use only properly color coded, stranded wire. Install wire sizes as indicated on Drawings. Install
wire in conduit in accordance with Section 26 05 33.
D. Label each low voltage wire clearly indicating connecting relay panel. Refer to Section 26 05 53.
E. Mount relay as indicated on Drawings. Wire numbered relays in panel to control power to each
load. Install relays to be accessible. Allow space around relays for ventilation and circulation of
air.
F. Identify power wiring with circuit breaker number controlling load. When multiple circuit breaker
panels are feeding into relay panel, label wires to indicate originating panel designation.
G. Label each low voltage wire with relay number at each switch or sensor.
3.02 MANUFACTURER'S FIELD SERVICES
A. Section 01 40 00 - Quality Requirements: Requirements for manufacturer's field services.
B. Furnish services for minimum of one day for check, test, and start-up. Perform the following
services:
1. Check installation of panelboards.
2. Test operation of remote controlled devices.
3. Repair or replace defective components.
3.03 ADJUSTING
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for starting and
adjusting.
B. Test each system component after installation to verify proper operation.
C. Test relays, contactors, and switches after installation to confirm proper operation.
D. Confirm correct loads are recorded on directory card in each panel.
3.04 DEMONSTRATION
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for demonstration and
training.
B. Demonstrate operation of the following system components:
1. Operation of switches.
2. Operation of each type of occupancy sensors.
3. Operation of each type of photocell.
260923-6 LIGHTING CONTROL DEVICES
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
RM ARCHITECTURE
MARCH, 2014
C. Furnish 4 hours to instruct Owner's personnel in operation and maintenance of system. Schedule
training with Owner, provide at least 7 days notice of training date to Owner.
END OF SECTION
LIGHTING CONTROL DEVICES 26092300-7
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 26 2200
LOW -VOLTAGE TRANSFORMERS
PART 1 -GENERAL
'rliiy)E31LTdi!iTT:TI
A. Section Includes:
1. Two -winding transformers.
B. Related Sections:
1. Section 26 05 26 - Grounding and Bonding for Electrical Systems.
2. Section 26 05 29 - Hangers and Supports for Electrical Systems.
3. Section 26 05 33 - Raceway and Boxes for Electrical Systems.
4. Section 26 05 53 - Identification for Electrical Systems.
1.02 REFERENCES
A. National Electrical Manufacturers Association:
1. NEMA ST 1 - Specialty Transformers (Except General Purpose Type).
2. NEMA ST 20 - Dry Type Transformers for General Applications.
RM ARCHITECTURE
MARCH, 2014
B. International Electrical Testing Association:
1. NETA ATS - Acceptance Testing Specifications for Electrical Power Distribution Equipment
and Systems.
1.03 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Submittal procedures
B. Product Data: Submit outline and support point dimensions of enclosures and accessories, unit
weight, voltage, kVA, and impedance ratings and characteristics, tap configurations, insulation
system type, and rated temperature rise.
C. Test and Evaluation Reports: Indicate loss data, efficiency at 25, 50, 75 and 100 percent rated
load, and sound level.
D. Field Quality Control Submittals: Indicate results of Contractor furnished tests and inspections.
1.04 CLOSEOUT SUBMITTALS
A. Section 01 70 00 - Execution and Closeout Requirements: Closeout procedures.
B. Record Documentation: Record actual locations of transformers.
1.05 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing products specified in this section with
minimum three years experience.
1.06 DELIVERY, STORAGE, AND HANDLING
A. Section 01 60 00 - Product Requirements: Product storage and handling requirements.
LOW VOLTAGE TRANSFORMERS 262200-1
RM ARCHITECTURE
MARCH, 2014
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
B. Store in clean, dry space. Maintain factory wrapping or provide additional canvas or plastic cover
to protect units from dirt, water, construction debris, and traffic.
C. Handle in accordance with manufacturer's written instructions. Lift only with lugs provided. Handle
carefully to avoid damage to transformer internal components, enclosure, and finish.
PART2-PRODUCTS
2.01 TWO -WINDING TRANSFORMERS
A. Manufacturers:
1. Square D.
2. Eaton.
3. General Electric.
4. Siemens.
5. Substitutions: Section 01 60 00 — Product Requirements.
B. Description: NEMA ST 20, factory -assembled, air-cooled, dry type transformers, ratings as
indicated on Drawings.
C. Insulation system and average winding temperature rise for rated kVA as follows:
1. 1-15 kVA: Class 185 with 80 degrees C rise.
2. 16-500 kVA: Class 220 with 80 degrees C rise.
D. Case temperature: Do not exceed 35 degrees C rise above ambient at warmest point at full load.
E. Winding Taps:
1. Transformers Less than 15 kVA: Two 5 percent below rated voltage, full capacity taps on
primary winding.
2. Transformers 15 kVA and Larger: NEMA ST 20.
F. Sound Levels: NEMA ST 20.
G. Basic Impulse Level: 10 kV for transformers less than 300 kVA, 30 kV for transformers 300 kVA
and larger.
H. Mounting:
1. 1-15 kVA: Suitable for wall mounting.
2. 16-75 kVA: Suitable for wall, floor, or trapeze mounting.
3. Larger than 75 kVA: Suitable for floor mounting.
I. Ground core and coil assembly to enclosure by means of visible flexible copper grounding strap.
J. Coil Conductors: Continuous copper windings with terminations brazed or welded.
K. Enclosure: NEMA ST 20, Type 1 or Type 3R ventilated. Furnish lifting eyes or brackets.
L. Isolate core and coil from enclosure using vibration -absorbing mounts.
M. Nameplate: Include transformer connection data and overload capacity based on rated allowable
temperature rise.
2.02 SOURCE QUALITY CONTROL
A. Section 01 40 00 - Quality Requirements: Testing, inspection and analysis requirements.
262200-2 LOW VOLTAGE TRANSFORMERS
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
B. Production test each unit according to NEMA ST20
PART 3 -EXECUTION
Kl� III'ditifdli7J
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for installation
examination.
B. Verify mounting supports are properly sized and located including concealed bracing in walls.
3.02 PREPARATION
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for installation
preparation.
B. Provide concrete pads under provisions of Section 03 30 00.
3.03 INSTALLATION
A. Set transformer plumb and level.
B. Use flexible conduit, in accordance with Section 26 05 33, 2 feet minimum length, for connections
to transformer case. Make conduit connections to side panel of enclosure.
C. Support transformers in accordance with Section 26 05 29-
1 -
9.1. Mount wall -mounted transformers using integral flanges or accessory brackets furnished by
manufacturer.
2. Mount floor -mounted transformers on vibration isolating pads suitable for isolating
transformer noise from building structure.
3. Mount trapeze -mounted transformers as indicated on Drawings.
D. Provide seismic restraints.
E. Install grounding and bonding in accordance with Section 26 05 26.
3.04 FIELD QUALITY CONTROL
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for testing, adjusting,
and balancing.
B. Inspect and test in accordance with NETA ATS, except Section 4.
C. Perform inspections and tests listed in NETA ATS, Section 7.2.1.
3.05 ADJUSTING
A. Section 01 70 00 - Execution and Closeout Requirements: Testing, adjusting, and balancing.
B. Measure primary and secondary voltages and make appropriate tap adjustments.
LOW VOLTAGE TRANSFORMERS 262200-3
RM ARCHITECTURE
MARCH, 2014
3.06 CLEANING
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for cleaning.
END OF SECTION
262200-4 LOW VOLTAGE TRANSFORMERS
CITY OF NEWPORT BEACH`
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 26 2416
PANELBOARDS
PART 1 -GENERAL
kRITI�-UI�UAl
A. Section Includes:
1. Distribution and branch circuit panelboards.
2. Electronic grade branch circuit panelboards.
3. Load centers.
B. Related Sections:
1. Section 26 05 26 - Grounding and Bonding for Electrical Systems,
2. Section 26 05 53 - Identification for Electrical Systems.
3. Section 26 28 13 - Fuses.
RM ARCHITECTURE
MARCH, 2014
A. Institute of Electrical and Electronics Engineers:
1, IEEE C62.41 - Recommended Practice on Surge Voltages in Low -Voltage AC Power
Circuits.
B. National Electrical Manufacturers Association:
1. NEMA FU 1 - Low Voltage Cartridge Fuses.
2. NEMA ICS 2 - Industrial Control and Systems: Controllers, Contactors, and Overload Relays,
Rated Not More Than 2000 Volts AC or 750 Volts DC.
3. NEMA ICS 5 - Industrial Control and Systems: Control Circuit and Pilot Devices.
4. NEMA KS 1 - Enclosed and Miscellaneous Distribution Equipment Switches (600 Volts
Maximum).
5. NEMA PB 1 - Panelboards.
6. NEMA PB 1.1 - General Instructions for Proper Installation, Operation, and Maintenance of
Panelboards Rated 600 Volts or Less.
7. NEMA Al — Molded Case Circuit Breakers and Molded Case Switches.
C. International Electrical Testing Association:
1. IN ETA ATS -Acceptance Testing Specifications for Electrical Power Distribution Equipment
and Systems.
D. National Fire Protection Association:
1. CEC —California Electrical Code.
E. Underwriters Laboratories Inc.:
1. UL 50 - Cabinets and Boxes
2. UL 67 - Safety for Panelboards.
3. UL 489 -
http://www.nssn.org/search/DetailResults.aspx?docid=521368&selnode=M
olded-Case Circuit Breakers, Molded -Case Switches, and Circuit -Breaker Enclosures.
4. UL 1283 - Electromagnetic Interference Filters.
5. UL 1449 - Transient Voltage Surge Suppressors.
6. UL 1699 - Arc -Fault Circuit Interrupters.
1.03 SUBMITTALS
A. Section 0133 00 - Submittal Procedures: Requirements for submittals.
PANELBOARDS 262416-1
RM ARCHITECTURE -ITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
B. Product Data: Submit catalog data showing specified features of standard products.
C. Shop Drawings: Indicate outline and support point dimensions, voltage, main bus ampacity,
integrated short circuit ampere rating, circuit breaker and fusible switch arrangement and sizes.
D. Field Quality Control Submittals: Indicate results of Contractor furnished tests and inspections.
1.04 CLOSEOUT SUBMITTALS
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for submittals.
B. Project Record Documents: Record actual locations of panelboards and record actual circuiting
arrangements.
C. Operation and Maintenance Data: Submit spare parts listing; source and current prices of
replacement parts and supplies; and recommended maintenance procedures and intervals.
fi!1WIZYYAi?LPI01:1111uGY1;I41_LI111e3 AIt"Al l6'�
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for maintenance
products.
B. Extra Stock Materials:
1. Furnish two of each panelboard key. Panelboards keyed alike.
1.06 QUALITY ASSURANCE
A. Qualifications
1. Manufacturer: Company specializing in manufacturing products specified in this section with
minimum three years documented experience.
PART2-PRODUCTS
2.01 DISTRIBUTION PANELBOARDS
A. Manufacturers:
1. Square D, Model I -Line as basis of design.
2. General Electric.
3. Eaton.
4. Siemens.
5. Substitutions: Section 01 60 00 - Product Requirements.
B. Description: NEMA PB 1, circuit breaker type panelboard.
C. Operation:
1. Minimum integrated short circuit rating: 22,000 amperes rms symmetrical for 208 volt
panelboards; 65,000 amperes rms symmetrical for 480 volt panelboards, or as indicated on
Drawings.
D. Materials
1. Panelboard Bus: Copper, tin or silver plated, current carrying components, ratings as
indicated on Drawings. Furnish copper ground bus in each panelboard.
2. Fusible Switch Assemblies: NEMA KS 1, quick -make, quick -break, load interrupter enclosed
knife switch with externally operable handle. Furnish interlock to prevent opening front cover
with switch in ON position. Handle lockable in OFF position. Fuse clips: Designed to
accommodate NEMA FU 1, Class R fuses.
262416-2 PANELBOARDS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
RM ARCHITECTURE
MARCH, 2014
3. Molded Case Circuit Breakers: UL 489, circuit breakers with integral thermal and
instantaneous magnetic trip in each pole. Furnish circuit breakers UL listed as Type HACR
for air conditioning equipment branch circuits.
4. Molded Case Circuit Breakers with Current Limiters: UL 489, circuit breakers with replaceable
current limiting elements, in addition to integral thermal and instantaneous magnetic trip in
each pole.
5. Current Limiting Molded Case Circuit Breakers: UL 489, circuit breakers with integral thermal
and instantaneous magnetic trip in each pole, coordinated with automatically resetting current
limiting elements in each pole. Interrupting rating 100,000 symmetrical amperes, let -through
current and energy level less than permitted for same size NEMA FU 1, Class RK -5 fuse.
2.02 BRANCH CIRCUIT PANELBOARDS
A. Manufacturer List:
1. Square D, Model NFP as basis of design.
2. Eaton.
3. General Electric.
4. Siemens.
5. Substitutions: Section 01 60 00 - Product Requirements.
B. Description: NEMA PBI, circuit breaker type, lighting and appliance branch circuit panelboard.
C. Materials:
1. Panelboard Bus: Copper, current carrying components, ratings as indicated on Drawings.
Furnish copper ground bus in each panelboard.
2. Minimum Integrated Short Circuit Rating: 22,000 amperes rms symmetrical for 208 volt
panelboards; 65,000 amperes rms symmetrical for 480 volt panelboards, or as indicated on
Drawings].
3. Molded Case Circuit Breakers: UL 489, bolt -on type thermal magnetic trip circuit breakers,
with common trip handle for all poles, listed as Type SWD for lighting circuits, Type HACR for
air conditioning equipment circuits, Class A ground fault interrupter circuit breakers as
indicated on Drawings. Provide UL class 760 arc -fault interrupter circuit breakers as indicated
on Drawings. Do not use tandem circuit breakers.
4. Enclosure: NEMA PB 1, Type 1 or Type 3R.
5. Cabinet Box: 6 inches deep, 20 inches wide.
D. Cabinet Front: Flush or surface cabinet front with concealed trim clamps, concealed hinge, metal
directory frame, and flush lock keyed alike. Finish in manufacturer's standard gray enamel.
2.03 ELECTRONIC GRADE PANELBOARD
A. Description:
1. Integral Surge Suppresser: Component recognized in accordance with UL 1449 and UL
1283.
2. Panelboard: UL 67 listed and TVSS device UL 1449 Component Recognized. TVSS device
meets UL 1449. Furnish panelboard markings with clamp voltage at TVSS terminals and
clamp voltage at panelboard line terminals.
B. Performance:
1. Integral Surge Suppressers:
a. Meet or exceed the following criteria:
1) Maximum single impulse current rating not less than 80 kA for each phase or as
noted on drawings.
2) Pulse Lift Test: Capable of protecting against and surviving 5000 IEEE C62.41
Category C transients without failure or degradation.
3) Clamping voltage not exceeding the following:
PANELBOARDS 262416-3
RM ARCHITECTURE .CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
C. Fabrication:
1. Integral Surge Suppresser:
b. Furnish copper bus bars for surge current path.
c. Construct using surge current modules (MOV based). Each module fused with user
replaceable fuses. Status of each module monitored on front cover of panelboard
enclosure and on module.
d. Furnish with audible alarm activated when one of surge current modules has failed.
Furnish alarm on/off to silence alarm and alarm push -to -test switch to test alarm. Locate
switches and alarm on front cover of panelboard enclosure.
e. Furnish response time no greater than five nanoseconds for individual protection modes.
f. Designed to withstand maximum continuous operating voltage (MCOV) of not less than
115 percent of nominal RMS voltage.
g. Furnish visible indication of proper suppresser connection and operation. Lights indicate
operable phase and module.
h. Furnish minimum EFI/RFI filtering of 34 dB at 100 kHz with insertion loss ratio of 50: 1
using Mil Std. 220A methodology.
2. Panelboards
i. Top or bottom feed as indicated on Drawings. Furnish circuit directory inside door.
j. Construct box of galvanized steel. Box size as indicated on Drawings.
k. Main bus constructed of copper (tin or silver plated) and rated for load current.
I. Furnish interior with branch circuit breakers. Furnish one 60 amp circuit breaker, or as
noted on panel schedules, with appropriate number of poles, as dedicated disconnect for
TVSS.
m. Furnish 200 percent rated neutral assembly with copper neutral bus.
n. Furnish with insulated ground bus and safety ground bus.
o. Furnish wiring gutters in accordance with CEC.
p. Field connections to panelboard: main lug or main breaker type as noted on panel
schedules.
q. Construct with flush or surface mounted trim and NEMA Type 1enclosure.
r. Furnish with branch breaker positions and nominal current rating as indicated on
Drawings.
2.04 SOURCE QUALITY CONTROL
A. Section 01 40 00 - Quality Requirements: Testing, inspection and analysis requirements.
B. Independently test integral surge suppressers with category C3 high exposure waveform (20 kV-
1.2/50us, 1QkA-8/20 us) per IEEE C62.41.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Install panelboards in accordance with NEMA PB 1.1.
B. Install panelboards plumb.
C. Install recessed panelboards flush with wall finishes.
D. Height: 6 feet to top of panelboard; install panelboards taller than 6 feet with bottom no more than
4 inches above floor.
262416-4 PANELBOARDS
Voltage
L -N
N -G
L -G
208Y/120
500 V
500 V
500 V
480Y/277
1000 V
1000V
1000 V
C. Fabrication:
1. Integral Surge Suppresser:
b. Furnish copper bus bars for surge current path.
c. Construct using surge current modules (MOV based). Each module fused with user
replaceable fuses. Status of each module monitored on front cover of panelboard
enclosure and on module.
d. Furnish with audible alarm activated when one of surge current modules has failed.
Furnish alarm on/off to silence alarm and alarm push -to -test switch to test alarm. Locate
switches and alarm on front cover of panelboard enclosure.
e. Furnish response time no greater than five nanoseconds for individual protection modes.
f. Designed to withstand maximum continuous operating voltage (MCOV) of not less than
115 percent of nominal RMS voltage.
g. Furnish visible indication of proper suppresser connection and operation. Lights indicate
operable phase and module.
h. Furnish minimum EFI/RFI filtering of 34 dB at 100 kHz with insertion loss ratio of 50: 1
using Mil Std. 220A methodology.
2. Panelboards
i. Top or bottom feed as indicated on Drawings. Furnish circuit directory inside door.
j. Construct box of galvanized steel. Box size as indicated on Drawings.
k. Main bus constructed of copper (tin or silver plated) and rated for load current.
I. Furnish interior with branch circuit breakers. Furnish one 60 amp circuit breaker, or as
noted on panel schedules, with appropriate number of poles, as dedicated disconnect for
TVSS.
m. Furnish 200 percent rated neutral assembly with copper neutral bus.
n. Furnish with insulated ground bus and safety ground bus.
o. Furnish wiring gutters in accordance with CEC.
p. Field connections to panelboard: main lug or main breaker type as noted on panel
schedules.
q. Construct with flush or surface mounted trim and NEMA Type 1enclosure.
r. Furnish with branch breaker positions and nominal current rating as indicated on
Drawings.
2.04 SOURCE QUALITY CONTROL
A. Section 01 40 00 - Quality Requirements: Testing, inspection and analysis requirements.
B. Independently test integral surge suppressers with category C3 high exposure waveform (20 kV-
1.2/50us, 1QkA-8/20 us) per IEEE C62.41.
PART 3 - EXECUTION
3.01 INSTALLATION
A. Install panelboards in accordance with NEMA PB 1.1.
B. Install panelboards plumb.
C. Install recessed panelboards flush with wall finishes.
D. Height: 6 feet to top of panelboard; install panelboards taller than 6 feet with bottom no more than
4 inches above floor.
262416-4 PANELBOARDS
CITY OF NEWPORT BEACHRM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
E. Install filler plates for unused spaces in panelboards.
F. Provide typed circuit directory for each branch circuit panelboard. Revise directory to reflect
circuiting changes to balance phase loads.
G. Install engraved plastic nameplates in accordance with Section 26 05 53.
H. Install spare conduits out of each recessed panelboard to accessible location above ceiling.
Minimum spare conduits: 5 empty % inch. Identify each as SPARE.
1. Ground and bond panelboard enclosure according to Section 26 05 26. Connect equipment
ground bars of panels in accordance with NFPA 70.
3.02 FIELD QUALITY CONTROL
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for testing, adjusting,
and balancing.
B. Inspect and test in accordance with NETA ATS, except Section 4,
C. Perform circuit breaker inspections and tests listed in NETA ATS, Section 7.6.
D. Perform switch inspections and tests listed in NETA ATS, Section 7.5.
E. Perform controller inspections and tests listed in NETA ATS, Section 7.16.1.
3.03 ADJUSTING
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for starting and
adjusting.
B. Measure steady state load currents at each panelboard feeder; rearrange circuits in panelboard
to balance phase loads to within 20 percent of each other. Maintain proper phasing for multi -wire
branch circuits.
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for cleaning.
END OF SECTION
PANELBOARDS 262416-5
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 26 2716
ELECTRICAL CABINETS AND ENCLOSURES
PART 1 -GENERAL
1.01 SUMMARY
A. Section Includes:
1.
Hinged cover enclosures.
2.
Cabinets_
3.
Terminal blocks.
4.
Accessories.
RM ARCHITECTURE
MARCH, 2014
B. Related Requirements:
1. Section 26 05 26 - Grounding and Bonding for Electrical Systems.
2. Section 26 05 29 - Hangers and Supports for Electrical Systems.
3. Section 26 05 33 - Raceway and Boxes for Electrical Systems.
4. Section 27 05 33 - Conduits and Backboxes for Communications Systems.
1.02 REFERENCE STANDARDS
A. National Electrical Manufacturers Association:
1. NEMA 250 -Enclosures for Electrical Equipment (1000 Volts Maximum).
2. NEMA ICS 4 - Industrial Control and Systems: Terminal Blocks.
1.03 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Submittal procedures.
B. Product Data: Submit manufacturer's standard data for enclosures, cabinets, and terminal blocks.
C. Manufacturer's Instructions: Submit application conditions and limitations of use stipulated by
product testing agency specified under Regulatory Requirements. Include instructions for storage,
handling, protection, examination, preparation, and installation of product.
1.04 MAINTENANCE MATERIAL SUBMITTALS
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for maintenance
materials.
B. Extra Stock Materials:
1. Furnish two of each key.
1.05 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing Products specified in this section with
minimum three years documented experience.
PART2-PRODUCTS
2.01 HINGED COVER ENCLOSURES
A. Manufacturers:
1. Cooper B -Line.
2. Hammond Stahlin.
ELECTRICAL CABINETS AND ENCLOSURES 262716-1
RM ARCHITECTURE JATY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
3. Hoffman Engineering Company
4. Hubbell Wiring Devices
5. Reliance Electric
6. Substitutions: Section 01 60 00 - Product Requirements.
B. Description: NEMA 250, Type 1 or 3R galvanized steel enclosure.
1. Covers: Continuous hinge, held closed by flush latch operable by key.
2. Furnish interior plywood panel for mounting terminal blocks and electrical components; finish
with white enamel.
3. Enclosure Finish: Manufacturer's standard enamel.
2.02 CABINETS
A. Manufacturers:
1. Cooper B -Line.
2. Hammond Stahlin.
3. Hoffman Engineering Company
4. Hubbell Wiring Devices
5. Reliance Electric
6, Substitutions: Section 01 60 00 - Product Requirements.
B. Description:
1. Boxes: Galvanized steel.
2. Box Size: 24 inches wide x 30 inches high x 6 inches deep.
3. Backboard: Furnish 3/4 inch thick plywood backboard for mounting terminal blocks. Paint
matte white.
4. Fronts: Steel, flush or surface type with door with concealed hinge, and flush lock.
5. Knockouts: None.
C. Fabrication
1. Furnish metal barriers to form separate compartments wiring of different systems and
voltages.
2. Furnish accessory feet for free-standing equipment.
D. Finishes:
1. Finish with gray baked enamel.
2.03 TERMINAL BLOCKS
A. Manufacturer List:
1. Entrelec Inc.
2. Phoenix Contact.
3. Weidmuller.
4. Substitutions: Section 01 60 00 - Product Requirements.
B. Description:
1, Terminal Blocks: NEMA ICS 4.
2. Power Terminals: Unit construction type with closed back and tubular pressure screw
connectors, rated 600 volts.
3. Signal and Control Terminals: Modular construction type, suitable for channel mounting, with
tubular pressure screw connectors, rated 300 volts.
4. Furnish ground bus terminal block, with each connector bonded to enclosure.
262716-2 ELECTRICAL CABINETS AND ENCLOSURES
CITY OF NEWPORT BEACH`' RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
PART 3 - EXECUTION
3.01 INSTALLATION
A. Install enclosures and boxes plumb. Anchor securely to wall and structural supports at each
corner in accordance with Section 26 05 29.
B. Install cabinet fronts plumb.
3.02 CLEANING
A. Section 01 70 00 - Execution and Closeout Requirements: Final cleaning.
B. Clean electrical parts to remove conductive and harmful materials.
C. Remove dirt and debris from enclosure.
D. Clean finishes and touch up damage.
END OF SECTION
ELECTRICAL CABINETS AND ENCLOSURES 262716-3
CITY OF NEWPORT BEACH'
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 26 2726
WIRING DEVICES
PART 1 -GENERAL
1.01 SUMMARY
RM ARCHITECTURE
MARCH, 2014
A. Section includes wall switches; wall dimmers; receptacles; multioutlet assembly; and device
plates and decorative box covers.
B. Related Sections:
1. Section 26 05 33 - Raceway and Boxes for Electrical Systems: Outlet boxes for wiring
devices.
1.02 REFERENCES
A. National Electrical Manufacturers Association:
1. NEMA WD 1 -General Requirements for Wiring Devices.
2. NEMA WD 6 -Wiring Devices -Dimensional Requirements.
1.03 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Submittal procedures.
B. Product Data: Submit manufacturer's catalog information showing dimensions, colors, and
configurations.
C. Samples: Submit two samples of each wiring device and wall plate illustrating materials,
construction, color, and finish.
1.04 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing products specified in this section with
minimum three years experience.
1.05 EXTRA MATERIALS
A. Section 01 70 00 - Execution and Closeout Requirements: Spare parts and maintenance
products.
B. Furnish 20 of each style, size, and finish wall plate.
PART2-PRODUCTS
A. Manufacturers:
1. Cooper Wiring Devices,
2. Hubbell, Inc.
3. Leviton Manufacturing Company,
4. Pass and Seymour.
5. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: NEMA WD 1, Heavy -Duty, AC only general -use snap switch.
WIRING DEVICES 262726-1
RM ARCHITECTURE ATY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
C. Body and Handle: Ivory plastic with toggle handle.
D. Indicator Light: Separate pilot strap; red color lens.
E. Locator Light: Lighted handle type switch; red color handle.
F. Ratings: Match branch circuit and load characteristics.
2.02 WALL DIMMERS
A. Manufacturers:
1. Cooper Wiring Devices.
2. Hubbell, Inc.
3. Leviton Manufacturing Company.
4. Pass and Seymour.
5. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: NEMA WD 1, Type I semiconductor dimmer for incandescent lamps.
C. Body and Handle: Ivory plastic with linear slide.
D. Voltage: 120 -277 volts.
E. Power Rating: Match load shown on drawings; 600 watts minimum.
F. Accessory Wall Switch: Match dimmer appearance.
2.03 RECEPTACLES
A. Manufacturers:
1. Cooper Wiring Devices.
2. Hubbell, Inc.
3. Leviton Manufacturing Company.
4. Pass and Seymour.
5. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: NEMA WD 1, Heavy-duty general use receptacle.
C. Device Body: Ivory plastic.
D. Configuration: NEMA WD 6, type as indicated on Drawings.
E. Convenience Receptacle: Type 5-20.
F. GFCI Receptacle: Convenience receptacle with integral ground fault circuit interrupter to meet
regulatory requirements.
2.04 WALL PLATES
A. Manufacturers:
1. Cooper Wiring Devices,
2, Hubbell, Inc.
3. Leviton Manufacturing Company.
4. Pass and Seymour.
5. Substitutions: Section 01 60 00 - Product Requirements.
B. Cover Plate: 0.035 inch thick satin -finished.
262726-2 WIRING DEVICES
CITY OF NEWPORT BEACHRM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
C. Jumbo Cover Plate: 0.035 inch thick satin -finished.
D. Weatherproof Cover Plate: Gasketed cast galvanized metal plate with threaded and gasketed
device cover.
faUFi•iTi11141L�11j���r�� ��'il_I�1
A. Manufacturers:
1. Cooper Wiring Devices.
2, Hubbell, Inc.
3. Leviton Manufacturing Company.
4. Pass and Seymour.
5. Substitutions: Section 01 60 00 - Product Requirements.
B. Multi-outtet Assembly: Sheet metal channel with fitted cover, with pre -tared receptacles, suitable
for use as multi -outlet assembly.
C. Size: As indicated on Drawings.
D. Receptacles: Furnish covers and accessories to accept convenience receptacles specified in this
Section.
E. Receptacle Spacing: As indicated on Drawings.
F. Receptacle Color: Black.
G. Channel Finish: Ivory enamel.
H. Fittings: Furnish manufacturer's standard couplings, elbows, and connectors
PART 3 -EXECUTION
3.01 EXAMINATION
A. Section 01 30 00 - Administrative Requirements: Coordination and project conditions.
B. Verify outlet boxes are installed at proper height.
C. Verify wall openings are neatly cut and completely covered by wall plates.
D. Verify branch circuit wiring installation is completed, tested, and ready for connection to wiring
devices.
3.02 PREPARATION
A. Clean debris from outlet boxes.
3.03 EXISTING WORK
A. Disconnect and remove abandoned wiring devices.
B. Modify installation to maintain access to existing wiring devices to remain active.
C. Clean and repair existing wiring devices to remain or to be reinstalled.
WIRING DEVICES 26 2726.3
RM ARCHITECTURE
MARCH, 2014
3.04 INSTALLATION
A. Install devices plumb and level.
B. Install switches with OFF position down.
,;ITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
C. Install wall dimmers to achieve full rating specified and indicated after derating for ganging as
instructed by manufacturer.
D. Do not share neutral conductor on load side of dimmers.
E. Install receptacles with grounding pole on top.
F. Connect wiring device grounding terminal to outlet box with bonding jumper and branch circuit
equipment grounding conductor.
G. Install wall plates on flush mounted switches, receptacles, and blank outlets.
H. Install decorative plates on switch, receptacle, and blank outlets in finished areas.
L Connect wiring devices by wrapping solid conductor around screw terminal. Install stranded
conductor for branch circuits 10 AWG and smaller. When stranded conductors are used in lieu of
solid, use crimp on fork terminals for device terminations. Do not place bare stranded conductors
directly under device screws.
J. Use jumbo size plates for outlets installed in masonry walls.
K. Install galvanized steel plates on outlet boxes and junction boxes in unfinished areas, above
accessible ceilings, and on surface mounted outlets.
3.05 INTERFACE WITH OTHER PRODUCTS
A. Coordinate locations of outlet boxes provided under Section 26 05 33 to obtain mounting heights
as specified or as indicated on drawings.
B. Install wall switch 48 inches above finished floor.
C. Install convenience receptacle 18 inches above finished floor.
D. Install convenience receptacle 6 inches above counter or centered in back splash of counter.
E. Install top of dimmer 48 inches above finished floor.
F. Coordinate installation of wiring devices with floor box service fittings provided under Section
26 05 34.
3.06 FIELD QUALITY CONTROL
A. Section 0140 00 - Quality Requirements, 01 70 00 - Execution and Closeout Requirements: Field
inspecting, testing, adjusting, and balancing.
B. Inspect each wiring device for defects.
C. Operate each wall switch with circuit energized and verify proper operation.
D. Verify each receptacle device is energized.
262726-4 WIRING DEVICES
CITY OF NEWPORT BEACHRM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
E. Test each receptacle device for proper polarity.
F. Test each GFCI receptacle device for proper operation.
3.07 ADJUSTING
A. Section 01 70 00 - Execution and Closeout Requirements: Testing, adjusting, and balancing.
B. Adjust devices and wall plates to be flush and level.
3.08 CLEANING
A. Section 01 70 00 - Execution and Closeout Requirements: Final cleaning.
B. Clean exposed surfaces to remove splatters and restore finish.
END OF SECTION
WIRING DEVICES 262726-5
CITY OF NEWPORT BEACH'
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 26 2813
FUSES
PART 1 -GENERAL
1.01 SUMMARY
A. Section Includes:
1. Fuses.
A. National Electrical Manufacturers Association:
1. NEMA FU 1 -Low Voltage Cartridge Fuses.
1.03 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Submittal procedures.
RM ARCHITECTURE
MARCH, 2014
B. Product Data: Submit data sheets showing electrical characteristics, including time -current
curves.
1.04 CLOSEOUT SUBMITTALS
A. Section 0170 00 - Execution and Closeout Requirements: Closeout procedures.
B. Project Record Documents: Record actual sizes, ratings, and locations of fuses.
1.05 MAINTENANCE MATERIALS
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for maintenance
materials
B. Spare Parts:
1. Furnish two fuse pullers.
C. Extra Materials:
1. Furnish three spare fuses of each Class, size, and rating installed.
1.06 QUALITY ASSURANCE
A. Qualifications:
1. Manufacturer: Company specializing in manufacturing products specified in this section with
minimum three years documented experience.
PART 2 -PRODUCTS
2.01 MANUFACTURERS
A. Manufacturer List:
1. Gould Shawmut.
2. Bussman
3. Reliance.
4. Substitutions: Section 01 60 00 - Product Requirements.
FUSES 262813-1
RM ARCHITECTURE
MARCH, 2014
PART 3 -EXECUTION
3.01 INSTALLATION
.;ITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
A. Install fuse with label oriented so manufacturer, type, and size are easily read.
END OF SECTION
262813-2 FUSES
CITY OF NEWPORT BEACH`
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 26 2819
ENCLOSED SWITCHES
PART 1 -GENERAL
1.01 SUMMARY
A. Section Includes:
1. Fusible.
2. Nonfusible switches.
B. Related Sections:
1. Section 26 05 29 - Hangers and Supports for Electrical Systems.
2. Section 26 05 53 - Identification for Electrical Systems.
3. Section 26 28 13 - Fuses.
i91yA=ZA41#Z4A?D3*4Krk 1109-l"; ]IN
RM ARCHITECTURE
MARCH, 2014
A. National Electrical Manufacturers Association:
1. NEMA FU 1 - Low Voltage Cartridge Fuses,
2. NEMA KS 1 - Enclosed and Miscellaneous Distribution Equipment Switches (600 Volts
Maximum).
B. International Electrical Testing Association:
1. NETA ATS - Acceptance Testing Specifications for Electrical Power Distribution Equipment
and Systems.
1.03 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Submittal procedures.
B. Product Data: Submit switch ratings and enclosure dimensions.
f�I . LLRIUVOIC-i
A. Section 01 70 00 - Execution and Closeout Requirements: Closeout procedures.
B. Project Record Documents: Record actual locations of enclosed switches and ratings of installed
fuses.
1.05 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing products specified in this section with
minimum three years experience.
PART 2 -PRODUCTS
2.01 FUSIBLE SWITCH ASSEMBLIES
A. Manufacturers:
1. Square D.
2. Eaton.
3. General Electric.
4. Substitutions: Section 0160 00 — Product Requirements.
ENCLOSED SWITCHES 262819-1
RM ARCHITECTURE .;ITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
B. Description: NEMA KS 1, Type HD with externally operable handle interlocked to prevent opening
front cover with switch in ON position, enclosed load interrupter knife switch. Handle lockable in
OFF position.
C. Fuse clips: Designed to accommodate NEMA FU 1, Class R fuses.
D. Enclosure: NEMA KS 1, to meet conditions. Fabricate enclosure from steel finished with
manufacturer's standard gray enamel.
1. Interior Dry Locations: Type 1.
2. Exterior Locations: Type 3R.
E. Furnish switches with entirely copper current carrying parts.
2.02 NONFUSIBLE SWITCH ASSEMBLIES
A. Manufacturers:
1. Square D.
2. Eaton.
3. General Electric.
4. Substitutions: Section 01 60 00 — Product Requirements.
B. Description: NEMA KS 1, Type HD with externally operable handle interlocked to prevent opening
front cover with switch in ON position enclosed load interrupter knife switch. Handle lockable in
OFF position.
C. Materials:
1. Enclosure: NEMA KS 1, to meet conditions. Fabricate enclosure from steel finished with
manufacturer's standard gray enamel.
a. Interior Dry Locations: Type 1.
b. Exterior Locations: Type 3R.
D. Furnish switches with entirely copper current carrying parts.
PART 3 -EXECUTION
3.01 INSTALLATION
A. Install enclosed switches where indicated.
B. Install enclosed switches plumb. Provide supports in accordance with Section 26 05 29.
C. Height: 5 feet to operating handle.
D. Install fuses for fusible disconnect switches. Refer to Section 26 28 13 for product requirements.
E. Install engraved plastic nameplates in accordance with Section 26 05 53. Engrave nameplates
with the equipment served and the panel and circuit number supplying the switch.
F. Apply adhesive tag on inside door of each fused switch indicating NEMA fuse class and size
installed.
3.02 FIELD QUALITY CONTROL
A. Section 01 40 00 - Quality Requirements: Requirements for inspecting, testing, adjusting, and
balancing.
262819-2 ENCLOSED SWITCHES
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
RM ARCHITECTURE
MARCH, 2014
B. Section 01 70 00 - Execution and Closeout Requirements: Requirements for testing, adjusting,
and balancing.
C. Inspect and test in accordance with NETA ATS, except Section 4.
D. Perform inspections and tests listed in NETA ATS, Section 7.5.
3.03 CLEANING
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for cleaning.
END OF SECTION
ENCLOSED SWITCHES 262819-3
CITY OF NEWPORT BEACH`
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 26 5100
INTERIOR LIGHTING
PART 1 -GENERAL
"HIMMUTITITMIM
A. Section includes interior luminaires, lamps, ballasts, and accessories.
B. Related Sections:
1. Section 26 05 26 - Grounding and Bonding for Electrical Systems.
2, Section 26 05 33 - Raceway and Boxes for Electrical Systems.
RM ARCHITECTURE
MARCH, 2014
A. American National Standards Institute:
1. ANSI C82.1 - American National Standard for Lamp Ballast -Line Frequency Fluorescent
Lamp Ballast.
2. ANSI C82.4 - American National Standard for Ballasts -for High -Intensity -Discharge and Low -
Pressure Sodium Lamps (Multiple -Supply Type).
1.03 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Submittal procedures.
B. Shop Drawings: Indicate dimensions and components for each luminaire not standard product of
manufacturer.
C. Product Data: Submit dimensions, ratings, and performance data.
1.04 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing products specified in this section with
minimum three years documented experience.
1.05 FIELD MEASUREMENTS
A, Verify Feld measurements prior to fabrication.
1.06 MAINTENANCE MATERIALS
A. Section 01 70 00 - Execution and Closeout Requirements: Spare parts and maintenance
products.
B. Furnish five of each plastic lens type.
C. Furnish ten replacement lamps for each type of lamp installed.
D. Furnish ten of each ballast type.
INTERIOR LIGHTING 265100-1
RM ARCHITECTURE -ITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
PART 2 -PRODUCTS
2.01 INTERIOR LUMINAIRES
A. Product Description: Complete interior luminaire assemblies, with features, options, and
accessories as scheduled.
B. Refer to Section 0160 00 - Product Requirements for product options.
2.02 FLUORESCENT BALLASTS
A. Manufacturers:
1. General Electric.
2. Hubbell Lighting.
3. Magnetek, Inc.
4. Philips Electronics North America.
5. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: Electronic ballast rapid start less than 10 percent THD. High -power -factor
type electromagnetic ballast certified by Certified Ballast Manufacturers, Inc. to comply with ANSI
C82.1, suitable for lamps specified, with voltage to match luminaire voltage.
2.03 HIGH INTENSITY DISCHARGE (HID) BALLASTS
A. Manufacturers:
1. General Electric.
2. Philips Electronics North America.
3. Siemens Corp.
4. Venture Lighting International, Inc.
5. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: ANSI C82.4, metal halide lamp ballast, suitable for lamp specified, with
voltage to match luminaire voltage.
2.04 FLUORESCENT DIMMING BALLASTS AND CONTROLS
A. Manufacturers:
1. Lutron.
2. Magnetek, Inc.
3. General Electric.
4. Hubbell Inc.
5. Pass & Seymour.
6. Thomas Industries.
7. Substitutions: Section 0160 00 - Product Requirements.
B. Product Description: Electrical assembly of control unit and ballast to furnish smooth dimming of
fluorescent lamps.
C. Control Unit: Linear slide type, rated 1500 watts at 277 volts.
D. Ballast: Selected by dimming system manufacturer as suitable for operation with control unit and
suitable for lamp type and quantity specified for luminaire.
r'�rb�3>tIZ�T:i�3�1�iYls>;li'i1;�9
A. Manufacturers:
1. General Electric Co.
265100-2 INTERIOR LIGHTING
CITY OF NEWPORT BEACH`'
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
2. Hubbell Inc.
3. Philips Electronics.
4. Substitutions: Section 01 60 00 - Product Requirements.
2.06 HID LAMPS
A. Manufacturers:
1. Duro-Test Corp.
2. General Electric Co
3. Philips Electronic North America
4. RCS Industries North America
5. Siemens Corp.
6. Substitutions: Section 01 60 00 - Product Requirements.
PART 3 - EXECUTION
3.01 INSTALLATION
RM ARCHITECTURE
MARCH, 2014
A. Install suspended luminaires using pendants supported from swivel hangers. Install pendant
length required to suspend luminaire at indicated height.
B. Support luminaires larger than 2 x 4 foot size independent of ceiling framing.
C. Locate recessed ceiling luminaires as indicated on Drawings.
D. Install surface mounted luminaires plumb and adjust to align with building lines and with each
other. Secure to prevent movement.
E. Exposed Grid Ceilings: Support surface -mounted luminaires on grid ceiling directly from building
structure. Fasten surface mounted luminaires to ceiling grid members using bolts, screws, rivets,
or suitable clips.
F. Install recessed luminaires to permit removal from below.
G. Install recessed luminaires using accessories and firestopping materials to meet regulatory
requirements for fire rating.
H. Install clips to secure recessed grid -supported luminaires in place.
I. Install wall -mounted luminaires at height as indicated on Drawings.
J. Install accessories furnished with each luminaire.
K. Connect luminaires to branch circuit outlets provided under Section 26 05 33 using flexible
conduit.
L. Make wiring connections to branch circuit using building wire with insulation suitable for
temperature conditions within luminaire.
M. Install specified lamps in each luminaire.
N. Ground and bond interior luminaires in accordance with Section 26 05 26.
3.02 FIELD QUALITY CONTROL
A. Section 0140 00 - Quality Requirements, 01 70 00 - Execution and Closeout Requirements: Field
inspecting, testing, adjusting, and balancing.
INTERIOR LIGHTING 265100-3
RM ARCHITECTURE ;ITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
B. Operate each luminaire after installation and connection. Inspect for proper connection and
operation.
3.03 ADJUSTING
A. Section 01 70 00 - Execution and Closeout Requirements: Testing, adjusting, and balancing.
B. Aim and adjust luminaires as indicated on Drawings.
3.04 CLEANING
A. Section 01 70 00 - Execution and Closeout Requirements: Final cleaning.
B. Remove dirt and debris from enclosures.
C. Clean photometric control surfaces as recommended by manufacturer.
D. Clean finishes and touch up damage.
3.05 PROTECTION OF FINISHED WORK
A. Section 01 70 00 - Execution and Closeout Requirements: Protecting finished work.
B. Relamp luminaires having failed lamps at Substantial Completion.
END OF SECTION
265100-4 INTERIOR LIGHTING
CITY OF NEWPORT BEACH'
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 26 5600
EXTERIOR LIGHTING
PART 1 -GENERAL
1.01 SUMMARY
A. Section includes exterior luminaries, poles, and accessories.
1.02 REFERENCES
RM ARCHITECTURE
MARCH, 2014
A. American National Standards Institute:
1. ANSI C82.1 -American National Standard for Lamp Ballast -Line Frequency Fluorescent
Lamp Ballast.
2. ANSI C82.4 - American National Standard for Ballasts -for High -Intensity -Discharge and Low -
Pressure Sodium Lamps (Multiple -Supply Type).
filsF«3�13WY 161
A. Section 01 33 00 - Submittal Procedures: Submittal procedures.
B. Shop Drawings: Indicate dimensions and components for each luminaire not standard Product of
manufacturer.
C. Product Data: Submit dimensions, ratings, and performance data.
1.04 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing products specified in this section with
minimum three years documented experience.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Section 01 60 00 - Product Requirements: Product storage and handling requirements.
1.06 COORDINATION
A. Section 01 30 00 - Administrative Requirements: Coordination and project conditions.
B. Furnish bolt templates and pole mounting accessories to installer of pole foundations.
1.07 MAINTENANCE MATERIALS
A. Section 01 70 00 - Execution and Closeout Requirements: Spare parts and maintenance
products.
B. Furnish two of each lamp installed LED and driver type installed -
PART 2 - PRODUCTS
nstalled.
PART2-PRODUCTS
2.01 LUMINAIRES
A. Product Description: Complete exterior luminaire assemblies, with features, options, and
accessories as scheduled.
EXTERIOR LIGHTING 265600-1
RM ARCHITECTURE ;ITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
B. Refer to Section 0160 00 - Product Requirements for product options.
2.02 METAL POLES
A. Products: As indicated on schedules on drawings.
1. Substitutions: Section 01 60 00 - Product Requirements.
PART 3 -EXECUTION
Kerry» A0T.11I01N
A. Section 01 30 00 - Administrative Requirements: Coordination and Project conditions.
B. Verify foundations are ready to receive fixtures.
3.02 INSTALLATION
A. Install concrete bases for lighting poles at locations as indicated on Drawings, in accordance with
Section 03 30 00,
B. Install poles plumb to adjust plumb. Grout around each base.
C. Install lamps in each luminaire.
D. Bond and ground luminaries, metal accessories and metal poles in accordance with Section
26 05 26.
3.03 FIELD QUALITY CONTROL
A. Section 0140 00 - Quality Requirements, 01 70 00 - Execution and Closeout Requirements: Field
inspecting, testing, adjusting, and balancing.
B. Operate each luminaire after installation and connection. Inspect for improper connections and
operation.
C. Measure illumination levels to verify conformance with performance requirements.
D. Take measurements during night sky, without moon or with heavy overcast clouds effectively
obscuring moon.
3.04 ADJUSTING
A. Section 01 70 00 - Execution and Closeout Requirements: Testing, adjusting, and balancing.
B. Aim and adjust luminaries to provide illumination levels and distribution as indicated on Drawings.
3.05 CLEANING
A. Section 01 70 00 - Execution and Closeout Requirements: Final cleaning.
B. Clean photometric control surfaces as recommended by manufacturer.
C. Clean finishes and touch up damage.
266600-2 EXTERIOR LIGHTING
CITY OF NEWPORT BEACH'
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
3.06 PROTECTION OF FINISHED WORK
RM ARCHITECTURE
MARCH, 2014
A. Section 01 70 00 - Execution and Closeout Requirements: Protecting finished work.
B. Relamp luminaries having failed lamps at Substantial Completion.
END OF SECTION
EXTERIOR LIGHTING 266600-3
CITY OF NEWPORT BEACH RM ARCHITECTURE
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FACILITY MAINTENANCE
SECTION 27 0526
GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS
PART 1 -GENERAL
1.01 SUMMARY
A. Section Includes:
1. Wire.
2. Mechanical connectors.
3. Exothermic connections.
B. Related Sections:
1. Section 26 05 26 - Grounding and Bonding for Electrical Systems.
1.02 REFERENCES
A. Building Industry Consulting Service International, Inc.
1. BICSI TDM Manual - Telecommunications Distribution Methods Manual.
B. National Fire Protection Association:
1, NFPA 70 - National Electrical Code.
C. Telecommunication Industry Association/Electronic Industries Alliance:
1. TIA/EIA 607 - Commercial Building Grounding and Bonding Requirements for
Telecommunications.
1.03 SYSTEM DESCRIPTION
A. Communications grounding systems use the following elements as grounding electrodes:
1. Building grounding electrode.
B. Do not use the following elements as grounding electrodes:
1. Building plumbing system,
1.04 PERFORMANCE REQUIREMENTS
A. Grounding System Resistance: 25 ohms maximum.
1.05 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Requirements for submittals.
B. Product Data: Submit data on grounding electrodes and connections.
C. Test Reports: Indicate overall resistance to ground.
D. Manufacturer's Installation Instructions: Submit for active electrodes.
E. Manufacturer's Certificate: Certify Products meet or exceed specified requirements.
1.06 CLOSEOUT SUBMITTALS
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for submittals.
GROUNDING AND BONDING FOR COMMUNICATION SYSTEMS 270526-1
RM ARCHITECTURE CITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
B. Project Record Documents: Record actual locations of components and grounding electrodes.
1.07 QUALITY ASSURANCE
A. Provide grounding, surge protection and lightning protection of telecommunications system in
accordance with latest version of Grounding, Bonding and Electrical Protection chapter of the
BICSI TDM Manual, TIAIEIA 607, and NFPA 70.
B. Perform Work in accordance with State of California Public Work's standards.
C. Maintain one copy of each document on site.
1.08 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing Products specified in this section with
minimum three years documented experience.
B. Installer: Company specializing in performing work of this section with minimum 3 years
documented experience.
1.09 PRE -INSTALLATION MEETINGS
A. Section 01 30 00 - Administrative Requirements: Pre -installation meeting.
B. Convene minimum one week prior to commencing work of this section.
1.10 DELIVERY, STORAGE, AND HANDLING
A. Section 0160 00 - Product Requirements: Requirements for transporting, handling, storing, and
protecting products.
B. Accept materials on site in original factory packaging, labeled with manufacturer's identification.
C. Protect from weather and construction traffic, dirt, water, chemical, and mechanical damage, by
storing in original packaging.
1.11 COORDINATION
A. Section 01 30 00 - Administrative Requirements: Requirements for coordination.
B. Complete grounding and bonding of building reinforcing steel prior concrete placement.
PART 2 -PRODUCTS
F�+yl!'i913
A. Material: Stranded copper.
B. Grounding Conductor: Copper conductor bare or as indicated on drawings.
C. Bonding Conductor: Copper conductor bare or as indicated on drawings..
2.02 MECHANICAL CONNECTORS
A. Manufacturers:
1. Apache Grounding/Erico Inc.
270526-2 GROUNDING AND BONDING FOR COMMUNICATION SYSTEMS
CITY OF NEWPORT BEACH` RM ARCHITECTURE
BIG CANYON. RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
2. Copperweld, Inc.
3. Erico, Inc.
4. ILSCO Corporation.
5. O -Z Gedney Co.
6. Thomas & Betts, Electrical.
7. Substitutions: Section 01 60 00 - Product Requirements.
B, Description: Bronze connectors, suitable for grounding and bonding applications, in
configurations required, for particular installation.
2.03 EXOTHERMIC CONNECTIONS
A. Manufacturers:
1. Apache Grounding/Erico Inc.
2. Cadweld, Erico, Inc.
3. Copperweld, Inc.
4. ILSCO Corporation.
5. O -Z Gedney Co.
6. Thomas & Betts, Electrical.
7. Substitutions: Section 0160 DO - Product Requirements.
B. Product Description: Exothermic materials, accessories, and tools for preparing and making
permanent field connections between grounding system components.
PART 3 - EXECUTION
3.01 PREPARATION
A. Remove paint at connection points.
3.02 INSTALLATION
A. Install in accordance with BICSI TDM Manual, TIA/EIA 607, and NFPA 70.
B. Install grounding and bonding conductors concealed from view.
C. Install grounding for each rack using 6 AWG THHN, rated for 90 degrees C, insulated, copper
stranded conductor to copper communication grounding bus bar located in main
telecommunications entrance facility.
D. Bond main telecommunications grounding system to building grounding electrode system at main
electrical service entrance location with 6 AWG THHN, rated for 90 degrees C, insulated, copper
stranded conductor.
E. Install routing for grounding conductor as short and direct as practical.
F. Install routing of bonding conductors with minimum number of bends and splices. Use sweeping
bends.
G. Install bonding connections with listed bolts, crimp pressure connectors, clamps, or lugs.
H. Between each room, install multiple busbars directly bonded with 6 AWG copper conductor.
Position busbars near associated equipment and insulate from supports.
J. Construct busbars of copper, 4 inches x 8 inches by 114 inch thick with pilot holes for ground lug.
GROUNDING AND BONDING FOR COMMUNICATION SYSTEMS 270526-3
RM ARCHITECTURE
MARCH, 2014
K. Bond backbone cabling at each sheath opening.
.tITY OF NEWPORT BEACH
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L. Ground data cabinets, racks, cable trays, and mounting hardware located in IDF Room.
M. Install ground from each piece of equipment to IDF Room grounding bar via an insulated cable no
smaller than 6 AWG stranded copper wire. Install proper grounding lug on cable where
connecting to racks and grounding bar.
N. Label grounding conductors and grounding bus bars in accordance with BICSI guidelines.
O. Permanently attach equipment and grounding conductors prior to energizing equipment.
3.03 FIELD QUALITY CONTROL
A. Section 01 70 00 - Execution and Closeout Requirements: Field inspecting, testing, adjusting,
and balancing.
B. Visually inspect from each bus bar to main grounding electrode service location.
C. Test in accordance with BICSI TDM Manual, TIA/EIA 607, and NFPA 70.
D. When improper grounding is found, check entire project and correct. Perform retest.
END OF SECTION
270626-4 GROUNDING AND BONDING FOR COMMUNICATION SYSTEMS
CITY OF NEWPORT BEACH`- RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
SECTION 27 0529
HANGERS AND SUPPORTS FOR COMMUNICATIONS SYSTEMS
PART 1 -GENERAL
1.01 SUMMARY
A. Section Includes:
1.
Conduit supports.
2.
Formed steel channel.
3.
Spring steel clips.
4.
Sleeves.
5.
Firestopping relating to electrical work.
6.
Firestopping accessories.
7.
Equipment bases and supports.
B. Related Sections:
1. Section 03 30 00 - Cast -In -Place Concrete: Product requirements for concrete for placement
by this section.
2. Section 27 05 29 - Hangers and Supports for Communications Systems.
1.02 REFERENCES
A. ASTM International:
1. ASTM E84 - Standard Test Method for Surface Burning Characteristics of Building Materials.
2. ASTM E119 - Standard Test Methods for Fire Tests of Building Construction and Materials.
3. ASTM E814 - Standard Test Method for Fire Tests of Through -Penetration Fire Stops,
4. ASTM E1966 -Standard Test Method for Fire -Resistive Joint Systems.
B. FM Global:
1. FM - Approval Guide, A Guide to Equipment, Materials & Services Approved By Factory
Mutual Research For Property Conservation.
C. California Electrical Code
1. CEC — California Electrical Code.
D. Underwriters Laboratories Inc.:
1. UL 263 - Fire Tests of Building Construction and Materials.
2. UL 723 - Tests for Surface Burning Characteristics of Building Materials.
3. UL 1479 - Fire Tests of Through -Penetration Firestops.
4. UL 2079 - Tests for Fire Resistance of Building Joint Systems.
5. UL - Fire Resistance Directory.
1.03 DEFINITIONS
A. Firestopping (Through -Penetration Protection System): Sealing or stuffing material or assembly
placed in spaces between and penetrations through building materials to arrest movement of fire,
smoke, heat, and hot gases through fire rated construction.
1.04 SYSTEM DESCRIPTION
A. Firestopping Materials: ASTM E119, UL 1479 to achieve fire ratings as noted on Drawings for
adjacent construction, but not less than 1 hour fire rating.
HANGERS AND SUPPORTS FOR COMMUNICATION SYSTEMS 270529-1
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B. Firestopping Materials ASTM E119, UL 1479 to achieve fire ratings of adjacent construction in
accordance with UL Design Numbers noted on Drawings.
C. Firestop interruptions to fire rated assemblies, materials, and components.
1.05 PERFORMANCE REQUIREMENTS
A. Firestopping: Conform to CSFM and UL for fire resistance ratings and surface burning
characteristics.
B. Firestopping: Provide certificate of compliance from authority having jurisdiction indicating
approval of materials used.
1.06 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Requirements for submittals.
B. Shop Drawings: Indicate system layout with location and detail of trapeze hangers.
C. Product Data:
1. Hangers and Supports: Submit manufacturers catalog data including load capacity.
2. Firestopping: Submit data on product characteristics, performance and limitation criteria.
D. Firestopping Schedule: Submit schedule of opening locations and sizes, penetrating items, and
required listed design numbers to seal openings to maintain fire resistance rating of adjacent
assembly.
E. Design Data: Indicate load carrying capacity of trapeze hangers and hangers and supports.
F. Manufacturer's Installation Instructions:
1. Hangers and Supports: Submit special procedures and assembly of components.
2. Firestopping: Submit preparation and installation instructions.
G. Manufacturer's Certificate: Certify products meet or exceed specified requirements.
H. Engineering Judgements: For conditions not covered by UL listed designs, submit judgements by
licensed professional engineer suitable for presentation to authority having jurisdiction for
acceptance as meeting code fire protection requirements.
1.07 QUALITY ASSURANCE
A. Through Penetration Firestopping of Fire Rated Assemblies: ASTM E814 with 0.10 inch water
gage minimum positive pressure differential to achieve fire F -Ratings and temperature T -Ratings
as indicated on Drawings, but not less than 1 -hour.
1. Wall Penetrations: Fire F -Ratings as indicated on Drawings, but not less than 1 -hour.
2. Floor ++++Penetrations: Fire F -Ratings and temperature T -Ratings as indicated on Drawings,
but not less than 1 -hour.
a. Floor Penetrations Within Wall Cavities: T -Rating is not required.
B. Through Penetration Firestopping of Non -Fire Rated Floor Assemblies: Materials to resist free
passage of flame and products of combustion.
1. Noncombustible Penetrating Items: Noncombustible materials for penetrating items
connecting maximum of three stories.
2. Penetrating Items: Materials approved by authorities having jurisdiction for penetrating items
connecting maximum of two stories.
270529-2 HANGERS AND SUPPORTS FOR COMMUNICATION SYSTEMS
CITY OF NEWPORT BEACH'
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C. Fire Resistant Joints in Fire Rated Floor, Roof, and Wall Assemblies: UL 2079 to achieve fire
resistant rating as indicated on Drawings for assembly in which joint is installed.
D. Fire Resistant Joints Between Floor Slabs and Exterior Walls: ASTM E119 with 0.10 inch water
gage minimum positive pressure differential to achieve fire resistant rating as indicated on
Drawings for floor assembly.
E. Surface Burning Characteristics: Maximum 25/450 flame spread/smoke developed index when
tested in accordance with ASTM E84.
F. Perform Work in accordance with State of California Public Work's standard.
G. Maintain two copies of each document on site.
1.08 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing Products specified in this section with
minimum three years documented experience.
B. Installer: Company specializing in performing work of this section with minimum three years
documented experience.
1.09 PRE -INSTALLATION MEETINGS
A. Section 01 30 00 - Administrative Requirements: Pre -installation meeting.
B. Convene minimum one week prior to commencing work of this section.
1.10 DELIVERY, STORAGE, AND HANDLING
A. Section 01 60 00 - Product Requirements: Requirements for transporting, handling, storing, and
protecting products.
B. Accept materials on site in original factory packaging, labeled with manufacturer's identification.
C. Protect from weather and construction traffic, dirt, water, chemical, and mechanical damage, by
storing in original packaging.
1.11 ENVIRONMENTAL REQUIREMENTS
A. Section 0160 00 - Product Requirements: Environmental conditions affecting products on site.
B. Do not apply firestopping materials when temperature of substrate material and ambient air is
below 60 degrees F.
C. Maintain this minimum temperature before, during, and for minimum 3 days after installation of
firestopping materials.
PART2-PRODUCTS
2.01 CONDUIT SUPPORTS
A. Manufacturers:
1. Cooper B -Line Systems
2. Panduit Corp.
3. Unistrut Corp.
4. Substitutions: Section 01 60 00 - Product Requirements,
HANGERS AND SUPPORTS FOR COMMUNICATION SYSTEMS 270629-3
RM ARCHITECTURE
MARCH, 2014
.:ITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
B. Hanger Rods: Threaded high tensile strength galvanized carbon steel with free running threads.
C. Beam Clamps: Malleable Iron, with tapered hole in base and back to accept either bolt or hanger
rod. Set screw: hardened steel.
D. Conduit clamps for trapeze hangers: Galvanized steel, notched to fit trapeze with single bolt to
tighten.
E. Conduit clamps - general purpose: One hole malleable iron for surface mounted conduits.
F. Cable Ties: High strength nylon temperature rated to 185 degrees F. Self locking.
2.02 FORMED STEEL CHANNEL
A. Manufacturers:
1. Cooper B -Line Systems.
2. Panduit Corp.
3. Unistrut Corp.
4. Substitutions: Section 01 60 00 - Product Requirements,
B. Product Description: Galvanized (12 gage) thick steel. With holes 1-1/2 inches on center.
2.03 SPRING STEEL CLIPS
A. Manufacturers:
1. Cooper B -Line Systems
2. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: Mounting hole and screw closure.
PKII,�iWATi&d
A. Furnish materials in accordance State of California Public Work's standard.
B. Sleeves for Through Non -fire Rated Floors: 18 gage thick galvanized steel.
C. Sleeves for Through Non -fire Rated Beams, Walls, Footings, and Potentially Wet Floors: Steel
pipe or 18 gage thick galvanized steel.
D. Sleeves for Through Fire Rated and Fire Resistive Floors and Walls, and Fire Proofing:
Prefabricated fire rated sleeves including seals, UL listed.
2.05 FIRESTOPPING
A. Manufacturers:
1. Dow Coming Corp.
2. Fire Trak Corp.
3. Hilti Corp.
4. International Protective Coating Corp.
5. 3M Fire Protection Products.
6. Specified Technology, Inc.
7. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: Different types of products by multiple manufacturers are acceptable as
required to meet specified system description and performance requirements; provide only one
type for each similar application.
270529-4 HANGERS AND SUPPORTS FOR COMMUNICATION SYSTEMS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
RM ARCHITECTURE
MARCH, 2014
1. Silicone Firestopping Elastomeric Firestopping: Silicone elastomeric compound and
compatible silicone sealant.
2. Foam Firestopping Compounds: Foam compound.
3. Fiber Stuffing and Sealant Firestopping: Composite of mineral or ceramic fiber stuffing
insulation with silicone elastomer for smoke stopping.
4. Intumescent Firestopping: Intumescent putty compound which expands on exposure to
surface heat gain.
5. Firestop Pillows: Formed mineral fiber pillows.
C. Color: As selected from manufacturer's full range of colors.
2.06 FIRESTOPPING ACCESSORIES
A. Primer: Type recommended by Firestopping manufacturer for specific substrate surfaces and
suitable for required fire ratings.
B. Dam Material: Permanent:
1. Mineral fiberboard.
2. Sheet metal.
C. Installation Accessories: Provide clips, collars, fasteners, temporary stops or dams, and other
devices required to position and retain materials in place.
D. General:
1. Furnish UL listed products or products tested by nationally recognized independent testing
laboratory.
2. Select products with rating not less than rating of wall or floor being penetrated.
E. Non -Rated Surfaces:
1. Stamped steel, chrome plated, hinged, split ring escutcheons or floor plates or ceiling plates
for covering openings in occupied areas where conduit is exposed.
2. For exterior wall openings below grade, furnish modular mechanical type seal consisting of
interlocking synthetic rubber links shaped to continuously fill annular space between conduit
and cored opening or water -stop type wall sleeve.
PART 3 -EXECUTION
3.01 EXAMINATION
A. Section 01 30 00 - Administrative Requirements: Verification of existing conditions before starting
work.
B. Verify openings are ready to receive sleeves.
C. Verify openings are ready to receive firestopping.
3.02 PREPARATION
A. Clean substrate surfaces of dirt, dust, grease, oil, loose material, or other matter affecting bond of
firestopping material.
B. Remove incompatible materials affecting bond.
C. Install backing or damming materials to arrest liquid material leakage.
D. Obtain permission from Architect/Engineer before using powder -actuated anchors.
HANGERS AND SUPPORTS FOR COMMUNICATION SYSTEMS 270529-5
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E. Obtain permission from Architect/Engineer before drilling or cutting structural members.
3.03 INSTALLATION - HANGERS AND SUPPORTS
A. Anchors and Fasteners:
1. Concrete Structural Elements: Provide expansion anchors.
2. Steel Structural Elements: Provide beam clamps.
3. Concrete Surfaces: Provide expansion anchors.
4. Hollow Masonry, Plaster, and Gypsum Board Partitions: Provide toggle bolts and hollow wall
fasteners.
5. Solid Masonry Walls: Provide expansion anchors and preset inserts.
6. Sheet Metal: Provide sheet metal screws.
7. Wood Elements: Provide wood screws.
B. Inserts:
1. Install inserts for placement in concrete forms.
2. Install inserts for suspending hangers from reinforced concrete slabs and sides of reinforced
concrete beams.
3. Provide hooked rod to concrete reinforcement section for inserts carrying pipe over 4 inches.
4. Where concrete slabs form finished ceiling, locate inserts flush with slab surface.
C. Install conduit and raceway support and spacing in accordance with CEC.
D. Do not fasten supports to pipes, ducts, mechanical equipment, or conduit.
E. Install multiple conduit runs on common hangers.
F. Supports:
1. Fabricate supports from structural steel or formed steel channel. Install hexagon head bolts to
present neat appearance with adequate strength and rigidity. Install spring lock washers
under nuts.
2. Install surface mounted cabinets and panelboards with minimum of four anchors.
3. In wet and damp locations install steel channel supports to stand cabinets and panelboards 1
inch off wall.
4. Support vertical conduit at every floor.
3.04 INSTALLATION - FIRESTOPPING
A. Install material at fire rated construction perimeters and openings containing penetrating sleeves,
piping, ductwork, conduit and other items, requiring firestopping.
B. Apply primer where recommended by manufacturer for type of firestopping material and substrate
involved, and as required for compliance with required fire ratings.
C. Apply firestopping material in sufficient thickness to achieve required fire and smoke rating.
D. Dam material to remain.
E. Fire Rated Surface:
1. Seal opening at wall, ceiling, and roof as follows:
b. Install sleeve through opening and extending beyond minimum of 1 inch on both sides of
building element.
c. Size sleeve allowing minimum of 1 inch void between sleeve and building element.
d. Pack void with backing material.
e. Seal ends of sleeve with UL listed fire resistive silicone compound to meet fire rating of
structure penetrated.
270529-6 HANGERS AND SUPPORTS FOR COMMUNICATION SYSTEMS
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2. Where cable tray, conduit, or wireway penetrates fire rated surface, install firestopping
product in accordance with manufacturer's instructions.
Non -Rated Surfaces:
1. Seal opening through non -fire rated wall, floor, ceiling, and roof opening as follows:
f. Install sleeve through opening and extending beyond minimum of 1 inch on both sides of
building element.
g. Size sleeve allowing minimum of 1 inch void between sleeve and building element.
h. Install type of firestopping material recommended by manufacturer.
2. Install escutcheons, floor plates or ceiling plates where conduit, penetrates non -fire rated
surfaces in occupied spaces. Occupied spaces include rooms with finished ceilings and
where penetration occurs below finished ceiling.
3. Exterior wall openings below grade: Assemble rubber links of mechanical seal to size of
conduit and tighten in place, in accordance with manufacturer's instructions.
4. Interior partitions: Seal pipe penetrations at telecommunication rooms. Apply sealant to both
sides of penetration to completely fill annular space between sleeve and conduit.
3.05 INSTALLATION - EQUIPMENT BASES AND SUPPORTS
A. Provide housekeeping pads of concrete, minimum 3-112 inches thick and extending 6 inches
beyond supported equipment as indicated on Drawings. Refer to Section 03 30 00.
B. Using templates furnished with equipment, install anchor bolts, and accessories for mounting and
anchoring equipment.
C. Construct supports of formed steel channel. Brace and fasten with flanges bolted to structure.
3.06 INSTALLATION - SLEEVES
A. Exterior entries: Seal with adjustable interlocking rubber links.
B. Set sleeves in position in forms. Provide reinforcing around sleeves.
C. Size sleeves large enough to allow for movement due to expansion and contraction. Provide for
continuous insulation wrapping.
D. Extend sleeves through floors 2 inches above finished floor level. Caulk sleeves.
E. Where conduit or raceway penetrates floor, ceiling, or wall, close off space between conduit or
raceway and adjacent work with fire stopping insulation and caulk airtight. Provide close fitting
metal collar or escutcheon covers at both sides of penetration.
F. Install stainless steel escutcheons at finished surfaces.
3.07 FIELD QUALITY CONTROL
A. Section 01 40 00 - Quality Requirements and 01 70 00 - Execution and Closeout Requirements:
Field inspecting, testing, adjusting, and balancing.
B. Inspect installed firestopping for compliance with specifications and submitted schedule.
3.08 CLEANING
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for cleaning.
B. Clean adjacent surfaces of firestopping materials.
HANGERS AND SUPPORTS FOR COMMUNICATION SYSTEMS 270529-7
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3.09 PROTECTION OF FINISHED WORK
.IITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for protecting finished
Work.
B. Protect adjacent surfaces from damage by material installation.
END OF SECTION
270529-8 HANGERS AND SUPPORTS FOR COMMUNICATION SYSTEMS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 27 0533
CONDUITS AND BOXES FOR COMMUNMICATIONS SYSTEMS
PART 1 -GENERAL
1.01 SUMMARY
RM ARCHITECTURE
MARCH, 2014
A. Section includes conduit and tubing, surface raceways, wireways, outlet boxes, pull and junction
boxes, and handholes.
B. Related Sections:
1. Section 26 05 26 - Grounding and Bonding for Electrical Systems.
2. Section 26 05 29 - Hangers and Supports for Electrical Systems.
3. Section 26 05 53 - Identification for Electrical Systems.
4. Section 26 27 16 - Electrical Cabinets and Enclosures.
5. Section 26 27 26 - Wiring Devices.
6. Section 27 05 33 - Conduits and Backboxes for Communications Systems.
1.02 REFERENCES
A. American National Standards Institute:
1. ANSI C80.1 - Rigid Steel Conduit, Zinc Coated.
2. ANSI C80.3 - Specification for Electrical Metallic Tubing, Zinc Coated.
3. ANSI C80.5 -Aluminum Rigid Conduit -(ARC)
B. National Electrical Manufacturers Association:
1. NEMA 250 - Enclosures for Electrical Equipment (1000 Volts Maximum).
2. NEMA FB 1 - Fittings, Cast Metal Boxes, and Conduit Bodies for Conduit and Cable
Assemblies.
3. NEMA OS 1 - Sheet Steel Outlet Boxes, Device Boxes, Covers, and Box Supports.
4. NEMA OS 2 - Nonmetallic Outlet Boxes, Device Boxes, Covers, and Box Supports.
5. NEMA RN 1 - Polyvinyl Chloride (PVC) Externally Coated Galvanized Rigid Steel Conduit
and Intermediate Metal Conduit.
6. NEMA TC 2 - Electrical Polyvinyl Chloride (PVC) Tubing and Conduit.
7. NEMA TC 3 - PVC Fittings for Use with Rigid PVC Conduit and Tubing.
1.03 SYSTEM DESCRIPTION
A. Raceway and boxes located as indicated on Drawings, and at other locations required for splices,
taps, wire pulling, equipment connections, and compliance with regulatory requirements.
Raceway and boxes are shown in approximate locations unless dimensioned. Provide raceway to
complete wiring system.
B. Underground More than 5 feet outside Foundation Wall: Provide thickwall nonmetallic conduit.
Provide cast metal boxes.
C. Underground Within 5 feet from Foundation Wall: Provide rigid steel conduit. Provide cast metal
boxes.
D. Under Slab on Grade: Provide rigid steel conduit. Provide cast metal boxes.
E. Outdoor Locations, Above Grade: Provide PVC coated rigid steel conduit. Provide cast metal or
nonmetallic outlet, pull, and junction boxes.
CONDUITS AND BACKBOXES FOR COMMUNCIATION SYSTEMS 270533-1
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F. Wet and Damp Locations: Provide rigid steel conduit. Provide cast metal outlet, junction, and pull
boxes. Provide flush mounting outlet box in finished areas.
G. Concealed Dry Locations: Provide electrical metallic tubing. Provide sheet -metal boxes. Provide
flush mounting outlet box in finished areas. Provide hinged enclosure for large pull boxes.
H. Exposed Dry Locations: Provide electrical metallic tubing. Provide sheet -metal boxes. Provide
flush mounting outlet box in finished areas. Provide hinged enclosure for large pull boxes.
1.04 DESIGN REQUIREMENTS
A. Minimum Raceway Size: 3/4 inch above grade and once unless otherwise specified.
1.05 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Submittal procedures.
B. Product Data: Submit for the following:
1.
Flexible metal conduit.
2.
Liquidtight flexible metal conduit.
3.
Nonmetallic conduit.
4.
Flexible nonmetallic conduit.
5.
Nonmetallic tubing.
6.
Raceway fittings.
7.
Conduit bodies.
8.
Surface raceway.
9.
Wireway.
10.
Pull and junction boxes.
11.
Handholes.
C. Manufacturer's Installation Instructions: Submit application conditions and limitations of use
stipulated by Product testing agency specified under Regulatory Requirements. Include
instructions for storage, handling, protection, examination, preparation, and installation of
Product.
`�i1�1�i��xi1�Y>F3�li3uIYY1�'?
A. Section 0170 00 - Execution and Closeout Requirements: Closeout procedures.
B. Project Record Documents:
1. Record actual routing of conduits larger than 2 inches.
2. Record actual locations and mounting heights of outlet, pull, and junction boxes.
1.07 DELIVERY, STORAGE, AND HANDLING
A. Section 0160 00 - Product Requirements: Product storage and handling requirements.
B. Protect conduit from corrosion and entrance of debris by storing above grade. Provide
appropriate covering.
C. Protect PVC conduit from sunlight.
1.08 COORDINATION
A. Section 01 30 00 - Administrative Requirements: Coordination and project conditions.
B. Coordinate installation of outlet boxes for equipment connected under Section 26 05 03.
270533-2 CONDUITS AND BACKBOXES FOR COMMUNCIATION SYSTEMS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
RM ARCHITECTURE
MARCH, 2014
C. Coordinate mounting heights, orientation and locations of outlets mounted above counters,
benches, and backsplashes.
PART2-PRODUCTS
A. Manufacturers:
1. Allied Tube.
2. Hubbell Wiring Devices .
3. Thomas & Betts Corp.
4, Walker Systems Inc.
5. The Wiremold Co..
6. Substitutions: Section 01 60 00 - Product Requirements.
B. Rigid Steel Conduit: ANSI C80.1.
C. Intermediate Metal Conduit (IMC): Rigid steel.
D. Fittings and Conduit Bodies: NEMA FB 1.
2.02 PVC COATED METAL CONDUIT
A. Manufacturers:
1. Allied Tube.
2. Hubbell Wiring Devices.
3. Thomas & Betts Corp.
4. Walker Systems Inc.
5. The Wiremold Co..
6. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: NEMA RN 1; rigid steel conduit with external PVC coating, 20 mil thick.
C. Fittings and Conduit Bodies: NEMA FB 1; steel fittings with external PVC coating to match
conduit.
2.03 FLEXIBLE METAL CONDUIT
A. Manufacturers:
1. Allied Tube.
2. Hubbell Wiring Devices.
3. Thomas & Betts Corp.
4. Walker Systems Inc.
5. The Wiremold Co..
6. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: Interlocked steel construction.
C. Fittings: NEMA FB 1.
2.04 LIQUIDTIGHT FLEXIBLE METAL CONDUIT
A. Manufacturers:
1. Allied Tube.
2. Hubbell Wiring Devices.
3. Thomas & Betts Corp.
4. Walker Systems Inc,
CONDUITS AND BACKBOXES FOR COMMUNCIATION SYSTEMS 270633-3
RM ARCHITECTURE JITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
5_ The Wiremold Co..
6. Substitutions: Section 0160 00 - Product Requirements.
B. Product Description: Interlocked steel construction with PVC jacket.
C. Fittings: NEMA FB 1.
2.05 ELECTRICAL METALLIC TUBING (EMT)
A. Manufacturers:
1. Allied Tube.
2. Hubbell Wiring Devices.
3. Thomas & Betts Corp.
4. Walker Systems Inc.
5. The Wiremold Co..
6. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: ANSI C80.3; galvanized tubing.
C. Fittings and Conduit Bodies: NEMA FB 1; steel , compression type.
2.06 NONMETALLIC CONDUIT
A. Manufacturers:
1. Allied Tube.
2. Hubbell Wiring Devices .
3. Thomas & Betts Corp.
4. Walker Systems Inc.
5. The Wiremold Co..
6. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: NEMA TC 2; Schedule 40 PVC.
C. Fittings and Conduit Bodies: NEMA TC 3.
2.07 SURFACE METAL RACEWAY
A. Manufacturers:
1. Hubbell Wiring Devices.
2. Panduit Corp.
3. Walker Systems Inc.
4. The Wiremold Co..
5. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: Sheet metal channel with fitted cover, suitable for use as surface metal
raceway.
C. Size: As noted on drawings.
D. Finish: As noted on drawings.
E. Fittings, Boxes, and Extension Rings: Furnish manufacturer's standard accessories; match finish
on raceway.
2705334 CONDUITS AND BACKBOXES FOR COMMUNCIATION SYSTEMS
CITY OF NEWPORT BEACH'
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
2.08 SURFACE NONMETAL RACEWAY
A. Manufacturers:
1. Carlon Electrical Products.
2. Hubbell Wiring Devices.
3. Thomas & Betts Corp.
4, Walker Systems Inc.
5. The Wiremold Co..
6. Substitutions: Section 01 60 00 - Product Requirements.
RM ARCHITECTURE
MARCH, 2014
B. Product Description: Plastic channel with fitted cover, suitable for use as surface raceway.
C. Size: As noted on drawings.
D. Finish: As noted on drawings.
E. Fittings, Boxes, and Extension Rings: Furnish manufacturer's standard accessories, finish to
match raceway.
2.09 WIREWAY
A. Manufacturers:
1. Carlon Electrical Products.
2. Hubbell Wiring Devices.
3. Thomas & Betts Corp.
4. Walker Systems Inc.
5, The Wiremold Co..
6. Substitutions: Section 01 60 00 - Product Requirements.
B. Product Description: General purpose type wireway.
C. Knockouts: Manufacturer's standard.
D. Size: As indicated on Drawings.
E. Cover: Screw cover.
F. Connector: Slip -in.
G. Fittings: Lay -in type with removable top, bottom, and side; captive screws.
H. Finish: Rust inhibiting primer coating with gray enamel finish.
2.10 OUTLET BOXES
A. Manufacturers:
1. Carlon Electrical Products.
2. Hubbell Wiring Devices.
3. Thomas & Betts Corp.
4, Walker Systems Inc.
5. The Wiremold Co..
6. Substitutions: Section 01 60 00 - Product Requirements.
B. Sheet Metal Outlet Boxes: NEMA OS 1, galvanized steel.
1. Luminaire and Equipment Supporting Boxes: Rated for weight of equipment supported;
furnish 112 inch male fixture studs where required.
2. Concrete Ceiling Boxes: Concrete type.
CONDUITS AND BACKBOXES FOR COMMUNCIATION SYSTEMS 270633-5
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C. Nonmetallic Outlet Boxes: NEMA OS 2.
JITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
D. Cast Boxes: NEMA FB 1, Type FD, cast feralloy. Furnish gasketed cover by box manufacturer.
Furnish threaded hubs.
E. Walk Plates for Finished Areas: As specified in Section 26 27 26.
F. Wall Plates for Unfinished Areas: Furnish gasketed cover.
2.11 PULL AND JUNCTION BOXES
A. Manufacturers:
1. Carlon Electrical Products.
2. Hubbell Wiring Devices.
3. Thomas & Betts Corp.
4. Walker Systems Inc.
5. The Wiremold Co..
6. Substitutions: Section 01 60 00 - Product Requirements.
B. Sheet Metal Boxes: NEMA OS 1, galvanized steel.
C. Hinged Enclosures: As specified in Section 26 27 16.
D. Surface Mounted Cast Metal Box: NEMA 250, Type 4; flat -flanged, surface mounted junction box:
1. Material: Cast aluminum.
2. Cover: Furnish with ground flange, neoprene gasket, and stainless steel cover screws.
E. In -Ground Cast Metal Box: NEMA 250, Type 6, outside flanged, recessed cover box for flush
mounting:
1. Material: Cast aluminum.
2. Cover: Nonskid cover with neoprene gasket and stainless steel cover screws.
3. Cover Legend: "POWER" or "SIGNAL" or as otherwise noted on drawings.
3.01 EXAMINATION
A. Section 01 30 00 - Administrative Requirements: Coordination and project conditions.
B. Verify outlet locations and routing and termination locations of raceway prior to rough -in.
3.02 INSTALLATION
A. Ground and bond raceway and boxes in accordance with Section 26 05 26.
B. Fasten raceway and box supports to structure and finishes in accordance with Section 26 05 29.
C. Identify raceway and boxes in accordance with Section 26 05 53.
D. Arrange raceway and boxes to maintain headroom and present neat appearance.
3.03 INSTALLATION - RACEWAY
A. Raceway routing is shown in approximate locations unless dimensioned. Route to complete
wiring system.
B. Arrange raceway supports to prevent misalignment during wiring installation.
270533-6 CONDUITS AND BACKBOXES FOR COMMUNCIATION SYSTEMS
CITY OF NEWPORT BEACH`
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 26 0553
IDENTIFICATION FOR ELECTRICAL SYSTEMS
I r7e\:YfII�I�:1 �:7_T
1.01 SUMMARY
A. Section Includes:
1.
Nameplates.
2.
Labels.
3.
Wire markers.
4.
Conduit markers.
5.
Stencils.
6.
Underground Warning Tape.
7.
Lockout Devices.
RM ARCHITECTURE
MARCH, 2014
B. Related Sections:
1. Section 09 90 00 - Painting and Coating: Execution requirements for painting specified by this
section.
2. Section 27 05 53 - Identification for Communications Systems.
3. Section 28 05 53 - Identification for Electronic Safety and Security.
1.02 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Submittal procedures.
B. Product Data:
1. Submit manufacturer's catalog literature for each product required.
2. Submit electrical identification schedule including list of wording, symbols, letter size, color
coding, tag number, location, and function.
C. Manufacturer's Installation Instructions: Indicate installation instructions, special procedures; and
installation.
1.03 CLOSEOUT SUBMITTALS
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for submittals.
B. Project Record Documents: Record actual locations of tagged devices; include tag numbers.
1.04 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing Products specified in this section with
minimum three years documented experience.
B. Installer: Company specializing in performing Work of this section with minimum three years
documented experience.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Section 01 60 00 - Product Requirements: Requirements for transporting, handling, storing, and
protecting products.
B. Accept identification products on site in original containers. Inspect for damage.
IDENTIFICATION FOR ELECTRICAL SYSTEMS 260563-1
RM ARCHITECTURE
MARCH, 2014
.;ITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
C. Accept materials on site in original factory packaging, labeled with manufacturer's identification,
including product density and thickness.
D. Protect insulation from weather and construction traffic, dirt, water, chemical, and mechanical
damage, by storing in original wrapping.
1.06 ENVIRONMENTAL REQUIREMENTS
A. Section 0160 00 - Product Requirements: Environmental conditions affecting products on site.
B. Install products only when ambient temperature and humidity conditions for adhesive are within
range recommended by manufacturer.
1.07 EXTRA MATERIALS
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for extra materials.
PART2-PRODUCTS
A. Furnish materials in accordance with State of California Public Work's standards
B. Product Description: Laminated three -layer plastic with engraved black letters on white
background color.
C. Letter Size:
1. 1/8 inch high letters for identifying individual equipment and loads.
2. 114 inch high letters for identifying grouped equipment and loads.
D. Minimum nameplate thickness: 1/8 inch.
2.02 LABELS
A. Furnish materials in accordance with State of California Public Work's standards.
B. Labels: Embossed adhesive tape, with 3/16 inch white letters on black background.
2.03 WIRE MARKERS
A. Furnish materials in accordance with State of California Public Work's standards.
B. Description: Split sleeve type wire markers.
C. Legend:
1. Power and Lighting Circuits: Branch circuit or feeder number as indicated on Drawings.
2. Low voltage and Control Circuits: Wire number as indicated on shop drawings.
2.04 CONDUIT AND RACEWAY MARKERS
A. Furnish materials in accordance State of California Public Work's standards.
B. Description: Labels fastened with adhesive black lettering on white background.
C. Legend:
1. 480 Volt System: 480 VOLTS.
26-0553-2 IDENTIFICATION FOR ELECTRICAL SYSTEMS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
RM ARCHITECTURE
MARCH, 2014
C. Support raceway using coated steel or malleable iron straps, lay -in adjustable hangers, clevis
hangers, and split hangers.
D. Group related raceway; support using conduit rack. Construct rack using steel channel specified
in Section 26 05 29; provide space on each for 25 percent additional raceways.
E. Do not support raceway with wire or perforated pipe straps. Remove wire used for temporary
supports
F. Do not attach raceway to ceiling support wires or other piping systems.
G. Construct wireway supports from steel channel specified in Section 26 05 29.
H. Route exposed raceway parallel and perpendicular to walls.
I. Route raceway installed above accessible ceilings parallel and perpendicular to walls.
J. Route conduit under slab from point-to-point.
K. Maintain clearance between raceway and piping for maintenance purposes.
L. Maintain 12 inch clearance between raceway and surfaces with temperatures exceeding 104
degrees F.
M. Cut conduit square using saw or pipe cutter; de -burr cut ends.
N. Bring conduit to shoulder of fittings; fasten securely.
O. Join nonmetallic conduit using cement as recommended by manufacturer. Wipe nonmetallic
conduit dry and clean before joining. Apply full even coat of cement to entire area inserted in
fitting. Allow joint to cure for minimum 20 minutes.
P. Install conduit hubs or sealing locknuts to fasten conduit to sheet metal boxes in damp and wet
locations and to cast boxes.
Q. Install no more than equivalent of three 90 degree bends between boxes. Install conduit bodies to
make sharp changes in direction, as around beams. Install factory elbows for bends in metal
conduit larger than 2 inch size.
R. Avoid moisture traps; install junction box with drain fitting at low points in conduit system.
S. Install fittings to accommodate expansion and deflection where raceway crosses seismic and
expansion joints.
T. Install suitable pull string or cord in each empty raceway except sleeves and nipples.
U. Install suitable caps to protect installed conduit against entrance of dirt and moisture.
V. Surface Raceway: Install flat -head screws, clips, and straps to fasten raceway channel to
surfaces; mount plumb and level. Install insulating bushings and inserts at connections to outlets
and corner fittings.
W. Close ends and unused openings in wireway.
CONDUITS AND BACKBOXES FOR COMMUNCIATION SYSTEMS 270533-7
RM ARCHITECTURE OITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
3.04 INSTALLATION - BOXES
A. Install wall mounted boxes at elevations to accommodate mounting heights [as indicated on
Drawings.
B. Adjust box location up to 10 feet prior to rough -in to accommodate intended purpose.
C. Orient boxes to accommodate wiring devices oriented as specified in Section 26 27 26.
D. Install pull boxes and junction boxes above accessible ceilings and in unfinished areas only.
E. In Accessible Ceiling Areas: Install outlet and junction boxes no more than 6 inches from ceiling
access panel or from removable recessed luminaire.
F. Locate flush mounting box in masonry wall to require cutting of masonry unit corner only.
Coordinate masonry cutting to achieve neat opening.
G. Do not install flush mounting box back-to-back in walls; install with minimum 6 inches separation.
Install with minimum 24 inches separation in acoustic rated walls.
H. Secure flush mounting box to interior wall and partition studs. Accurately position to allow for
surface finish thickness.
I. Install stamped steel bridges to fasten flush mounting outlet box between studs.
J. Install flush mounting box without damaging wall insulation or reducing its effectiveness.
K. Install adjustable steel channel fasteners for hung ceiling outlet box.
L. Do not fasten boxes to ceiling support wires or other piping systems.
M. Support boxes independently of conduit.
N. Install gang box where more than one device is mounted together. Do not use sectional box.
O. Install gang box with plaster ring for single device outlets.
3.05 INTERFACE WITH OTHER PRODUCTS
A. Install conduit to preserve fire resistance rating of partitions and other elements, using materials
and methods in accordance with Section 07 84 00.
B. Route conduit through roof openings for piping and ductwork or through suitable roof jack with
pitch pocket.
C. Locate outlet boxes to allow luminaires positioned as indicated on Drawings.
D. Align adjacent wall mounted outlet boxes for switches, thermostats, and similar devices.
3.06 ADJUSTING
A. Section 0170 00 - Execution and Closeout Requirements: Testing, adjusting, and balancing.
B. Adjust flush -mounting outlets to make front flush with finished wall material.
C. Install knockout closures in unused openings in boxes.
270533-8 CONDUITS AND BACKBOXES FOR COMMUNCIATION SYSTEMS
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
MIANINOMN111149
RM ARCHITECTURE
MARCH, 2014
A. Section 01 70 00 - Execution and Closeout Requirements: Final cleaning.
B. Clean interior of boxes to remove dust, debris, and other material.
C. Clean exposed surfaces and restore finish.
END OF SECTION
CONDUITS AND BACKBOXES FOR COMMUNCIATION SYSTEMS 270533-9
CITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY
FACILITY MAINTENANCE
SECTION 27 0553
IDENTIFICATION FOR COMMUNICATIONS SYSTEMS
PART 1 -GENERAL
1.01 SUMMARY
A. Section Includes:
1.
Nameplates,
2.
Labels.
3.
Wire markers.
4.
Conduit markers.
5.
Stencils.
6.
Underground Warning Tape.
7.
Lockout Devices.
RM ARCHITECTURE
MARCH, 2014
B. Related Sections:
1. Section 09 90 00 - Painting and Coating: Execution requirements for painting specified by this
section.
2. Section 26 05 53 - Identification for Electrical Systems.
1.02 SUBMITTALS
A. Section 01 33 00 - Submittal Procedures: Submittal procedures.
B. Product Data:
1. Submit manufacturers catalog literature for each product required.
2. Submit electrical identification schedule including list of wording, symbols, letter size, color
coding, tag number, location, and function.
1.03 CLOSEOUT SUBMITTALS
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for submittals.
B. Project Record Documents: Record actual locations of tagged devices; include tag numbers.
1.04 QUALIFICATIONS
A. Manufacturer: Company specializing in manufacturing Products specified in this section with
minimum three years experience.
B. Installer: Company specializing in performing Work of this section with minimum three years
documented experience.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Section 0160 00 - Product Requirements: Requirements for transporting, handling, storing, and
protecting products.
B. Accept identification products on site in original containers. Inspect for damage.
C. Accept materials on site in original factory packaging, labeled with manufacturer's identification,
including product density and thickness.
IDENTIFICATION FOR COMMUNICATION SYSTEMS 270553-1
RM ARCHITECTURE .;ITY OF NEWPORT BEACH
MARCH, 2014 BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
D. Protect insulation from weather and construction traffic, dirt, water, chemical, and mechanical
damage, by storing in original wrapping.
1.06 ENVIRONMENTAL REQUIREMENTS
A. Section 01 60 00 - Product Requirements: Environmental conditions affecting products on site.
B. Install nameplates only when ambient temperature and humidity conditions for adhesive are
within range recommended by manufacturer.
1.07 EXTRA MATERIALS
A. Section 01 70 00 - Execution and Closeout Requirements: Requirements for extra materials.
9IZA&MS00II11411R]
2.01 NAMEPLATES
A. Furnish materials in accordance with State of California Public Work's standards.
B. Product Description: Laminated three -layer plastic with engraved black letters on white
contrasting background color.
C. Letter Size:
1. 1/8 inch high letters for identifying individual equipment and loads.
D. Minimum nameplate thickness: 1/8 inch.
2.02 LABELS
A. Furnish materials in accordance with State of California Public Work's standards.
B. Labels: Embossed adhesive tape, with 3/16 inch white letters on black background.
2.03 WIRE MARKERS
A. Furnish materials in accordance with State of California Public Work's standards.
B. Description: Tubing type wire markers.
C. Legend:
1. Power and Lighting Circuits: Branch circuit or feeder number as indicated on Drawings.
2. Control Circuits: Control wire number as indicated on shop drawings.
2.04 CONDUIT AND RACEWAY MARKERS
A. Furnish materials in accordance with State of California Public Work's standards.
B. Description: Nameplate fastened with adhesive.
2.05 STENCILS
A. Furnish materials in accordance with State of California Public Work's standards,
270563-2 IDENTIFICATION FOR COMMUNICATION SYSTEMS
CITY OF NEWPORT BEACH RM ARCHITECTURE
BIG CANYON RESERVOIR AUXILIARY MARCH, 2014
FACILITY MAINTENANCE
B. Stencils: With clean cut symbols and letters of following size:
1. Up to 2 inches Outside Diameter of Raceway: 1/2 inch high letters.
2. 2-1/2 to 6 inches Outside Diameter of Raceway: 1 inch high letters.
C. Stencil Paint: As specified in Section 09 90 00, semi -gloss enamel, colors conforming to the
following:
1. Black lettering on white background.
2.06 UNDERGROUND WARNING TAPE
A. Description: 4 inch wide plastic tape, detectable type, colored yellow with suitable warning legend
describing buried electrical lines.
2.07 LOCKOUT DEVICES
A. Lockout Hasps:
1. Anodized aluminum hasp with erasable label surface; size minimum 7-1/4 x 3 inches.
PART 3 -EXECUTION
3.01 PREPARATION
A. Degrease and clean surfaces to receive adhesive for identification materials.
B. Prepare surfaces in accordance with Section 09 90 00 for stencil painting.
3.02 INSTALLATION
A. Install identifying devices after completion of painting.
B. Nameplate Installation:
1. Install nameplate parallel to equipment lines.
2. Install nameplate for each electrical distribution and control equipment enclosure with
corrosive -resistant mechanical fasteners, or adhesive.
3. Install nameplates for each control panel and major control components located outside
panel with corrosive -resistant mechanical fasteners, or adhesive.
4. Secure nameplate to equipment front using rivets.
5. Secure nameplate to inside surface of door on recessed panels in finished locations.
C. Label Installation:
1. Install label parallel to equipment lines.
2. Install label for identification of individual control device stations.
3. Install labels for permanent adhesion and seal with clear lacquer.
D. Wire Marker Installation:
1. Install wire marker for each conductor at pull boxes, outlet and junction boxes.
2. Mark data cabling at each end. Install additional marking at accessible locations along the
cable run.
3. Install labels at data outlets identifying patch panel and port designation as indicated on
Drawings.
E. Stencil Installation:
1. Apply stencil painting in accordance with Section 09 90 00.
IDENTIFICATION FOR COMMUNICATION SYSTEMS 270553-3
RM ARCHITECTURE
MARCH, 2014
.;ITY OF NEWPORT BEACH
BIG CANYON RESERVOIR AUXILIARY FACILITY
MAINTENANCE BUILDING
F. Underground Warning Tape Installation:
1. Install underground warning tape along length of each underground conduit, raceway, or
cable 6 to 8 inches below finished grade, directly above buried conduit, raceway, or cable.
END OF SECTION
27 0553.4 IDENTIFICATION FOR COMMUNICATION SYSTEMS
CITY OF
NEWPORT BEACH
City Council Staff Report
June 10, 2014
Agenda Item No. 8.
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: David A. Webb, Public Works Director- (949) 644-3330,
dawebb@newportbeachca.gov
PREPARED BY: Fong Tse, Assistant City Engineer
PHONE: 949-644-3321
TITLE: Big Canyon Reservoir Auxiliary Maintenance Yard Project — Award of Contract No.
5222 (CAP13-0005)
ABSTRACT:
The Municipal Operations Department is in need of a satellite supply and storage facility for its field crews
working in the easterly portion of the City. Accordingly, contract documents were prepared and construction
bids have been received for the construction of such facility. Staff is requesting City Council's approval to
award the Big Canyon Reservoir Auxiliary Maintenance Yard Project to Optima Reengineering & Project
Management, Inc. (Optima RPM).
RECOMMENDATION:
a) Approve the project drawings and specifications;
b) Award Contract No. 5222 to Optima RPM, Inc. for the total bid price of $1,159,000.00, and
authorize the Mayor and City Clerk to execute the contract; and
c) Establish a contingency of $116,000.00 (approximately 10 percent) to cover the cost of
unforeseen work.
FUNDING REQUIREMENTS:
Upon approval of the FY14-15 Capital Improvement Program Budget, sufficient funding will be
available for this project. Project costs will be expensed as follows:
Account Description
Account Number
Amount
Big Canyon Reservoir Auxiliary
Maintenance Yard
7402-C1002039
$ 1,300,000.00
Total:
$ 1,300,000.00
RN
Proposed uses are as follows:
Vendor
Purpose
Amount
Optima RPM
Construction Contract
$ 1,159,000.00
Optima RPM
Construction Contingency
$ 116,000.00
Incidentals
Material Testing, Special
Inspection, Commissioning
$ 25,000.00
4
Total:
$ 1,300,000.00
DISCUSSION:
With the consolidation of the Municipal Operation Department's General Services Division and
Utilities Division yards in the westerly side of the City, we need additional storage space as well
as more timely access to materials and supplies for the field crews in the easterly and
southeasterly portions of the City such as East Bluff, Newport Coast or Corona del Mar.
As part of the design development of this new satellite facility, we met with the surrounding
communities several times and incorporated many of their comments and suggestions into the
project documents. When completed, the project will have a 4,500 SF storage building that
spans across five enclosed garages; a 4,500 SF covered open shed attached to the rear of the
garages for oversized items; and additional landscaping beyond the original planting scope
along the property's perimeter fences as requested by the neighbors to future screen the
improvements from their views.
At 10:00 A.M. on May 8, 2014, the City Clerk opened and read the following bids for this
project:
Optima RPM is the apparent low bidder at $1,159,000.00. Optima RPM's bid is approximately
five percent above the $1,100,000 Engineer's Estimate.
Optima RPM submitted all of the necessary forms and possesses a valid California General
Engineering Contractor "A" License as required by the project specifications of the bidders.
Optima RPM also possesses a valid California General Builder Contractor "B" License as
required for the building construction. This "B" License allows them to perform two or more
unrelated specialized trades. A check of Optima RPM's references indicates satisfactory
completion of similar projects for other local agencies and the private sector.
On May 8, 2014, M.S. Construction Management Group (second low bidder) submitted the
attached formal bid protest letter to the Public Works Department citing Optima RPM's lack of
BIDDER
TOTAL BID AMOUNT
Low
Optima RPM, Inc.
$ 1,159,000.00
2
M.S Construction Management Group
$ 1,225,550.00
3
GMC Engineering, Inc.
$ 1,364,000.00
4
Vido Samarzich, Inc.
$ 1,478,780.00
5
Adams Mallory Construction, Inc.
$ 1,647,112.00
6
Braugthon Construction, Inc.
$ 1,656,982.95
7
Green Building Corporation
$ 1,799,950.00
8
States Link Construction, Inc.
$ 1,809,857.70
9
Future DB International, Inc.
$ 1,875,178.02
Optima RPM is the apparent low bidder at $1,159,000.00. Optima RPM's bid is approximately
five percent above the $1,100,000 Engineer's Estimate.
Optima RPM submitted all of the necessary forms and possesses a valid California General
Engineering Contractor "A" License as required by the project specifications of the bidders.
Optima RPM also possesses a valid California General Builder Contractor "B" License as
required for the building construction. This "B" License allows them to perform two or more
unrelated specialized trades. A check of Optima RPM's references indicates satisfactory
completion of similar projects for other local agencies and the private sector.
On May 8, 2014, M.S. Construction Management Group (second low bidder) submitted the
attached formal bid protest letter to the Public Works Department citing Optima RPM's lack of
subcontractors listing for certain "specialty work". Staff reviewed the complaint and found it
without merit as Optima RPM intends to perform the "specialty work" with its own forces as
they did for the City's Lifeguard Headquarters Rehabilitation Project that they are currently
completing. Staff therefore recommends accepting Optima RPM as a responsive and
responsible bidder.
Pursuant to the contract specifications, Optima RPM will have 120 consecutive working days to
complete the construction excluding the 180 -day plant establishment and maintenance period.
ENVIRONMENTAL REVIEW:
Staff found this project categorically exempt under Section 15303, of the State CEQA
(California Environmental Quality Act) Guidelines - Class 3 (New Construction or Conversion of
Small Structures). The Class 3 exemption consists of construction and location of limited
numbers of new, small facilities or structures including but not limited to, accessory structures
such as garages, carports, patios, swimming pools, and fences. The project will construct a
single -story storage building that is accessory to existing facilities. In addition, the project site is
located in an urbanized area, not adjacent to an environmentally sensitive area, and does not
involve the use or storage of hazardous substances.
NOTICING:
The agenda item has been noticed according to the Brown Act (72 hours in advance of the
meeting at which the City Council considers the item).
ATTACHMENTS:
Description
Attachment A - Location Mar)
Attachment B - M.S. Construction Management Group's Request for Rejection of the Low Bidder's Bid Proposal dated May
9. 2014
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ATTACHMENT A
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
C-5222 1 06/10/14
ti5M.S. Construction MgntnL Group
General Engineering Contractors
May 9, 2014
Mr. Fong Tse
Project Manager
City of Newport Beach
3300 Newport Beach Blvd.
Newport Beach, Ca. 92663
ATTACHMENT B
License # 721738
Commercial. Residential
VIA E-MAIL
e ,yervportbeachco eov
Ile: Big Canyon Reservoir Auxiliary Maintenance Yard — Project No. 5222
Bid Date- 5/8/14 [7x,10:00 A.M.
Request for rejection of the low bidder's Bid proposal
Dear Mr. Tse;
As you are aware, on May 3 2014 at 10:00 AM the City of Newport Beach hold a bid opening for the
above captioned project, and as the result "Optima RPM, :Itic," bid in the amount of $1,159,000 was announced
as the apparent low bidder.
Please accept this letter as our formal request from the City of Newport Beach to consider the "Optima
RPM, Inc." bid proposal as non-responsive, and consequently rejecting the same for the following reasons:
First Cause of Action:
1. The first paragraph on Page 8 of the Bid documents under the 'Designation pf Subcontractorjsl
indicates that, "State lino requires the listintt of.all subcontractors who will perforni work in
In their bid proposal, Outima RPM, Inc. only listed the following two subcontractors:
Subcontractor's information Bid item number Description of work
M&E Construction CMU and Concrete
ACE Tech Roofing Roofing
2. Bid proposal item numbers 16, 17, 18; and 19 relates to the Landscaping and Irrigation System.
The following licensing requirement is clearly indicated in Section 7-15 (Contractor'slicenses)
under "Partl-General Provisions" of the project Specification:
a The Landscaping and irrigation contractor: Landscaping "C27"
The Grand Total. listed amount by Optima RPM Inc. for bid item numbers 16, 17, 18, and 19
are in the amount of $93,200.00 which is in excess of one-half of one percent of the contractor's
total bid.
Furthermore, neither Optima RPM, Inc., nor their listed subcontractors hold the required
Landscaping "C-27' license.
Therefore, the submitted bid by Optima RPM, Inc. should be considered as non-responsive.
Page 2
Second Cause of Action:
I. Item 1.05-13 under Section 08-3323 "Overhead Coiling Doors" of the Technical Specifications
indicates that, "Overhead coiling oors are to be installed by a manufacturer's authorized
renraventadve".
The total amount for supply and installation of the indicated five (5) coiling doors are in excess
of one-half of one percent of the contractor's total bid, and Optima RPM, Inc. did not list any
subcontractor for this portion of the work.
Please note that, neither Optima RPM, Inc., nor their listed subcontractors are Manufacturer's
authorized installers for the specified "Cookson Company". Furthermore, Optima RPM, Inc.
will not be able to receive the required two (2) years warranty for such installation, even if they
self -perform the work.
Therefore, the submitted bides Optima RPM, lnc. should be considered as non-responsive.
Third Cause of Action:
1. Performing the Electrical and plumbing portion of the project requires a contractor's license
classification of "C-1.0", and "C-36" respectively.
The total amount for the Electrical and. Plumbing portion of the project are in excess of
one-half of one percent of the contractor's total bid, and Optima -RPM, Inc. did not list any
subcontractor for biose portion of the work.
Please note that, neither Optima RPM, Inc., nor their listed subcontractors hold the required
Electrical "C.10"and Plumbing"C36" license.
Therefore the submittod bid by Optima RPM Inc. should be considered as non responsive.
Please be advised that in addition to the non-compliance with the bid proposal documents
indicated above, and flailing to list the subcontractors in their bid proposal will allow Optima RP -M, Inc.
the opportunity to shop around for pricing to perform the above mentioned work after the specified bid
date and time. Consequently, this type of noncompliance within the bid documents has placed other
bidders at a disadvantage position during the binding process.
We appreciate your response in this matter and if you have any questions, please do not hesitate to
contact me at your converlont.
i
Sincerely,
VII
Mike S ghafiM.S. Construction gran
Cc, File
325658 Golden Lantern #475 - Dana Point, Ca. 92629 - Tel. (949)276-5589 - Fax (949)276-4874
.S
"RECEIVED AFr RAGE DA
PRINTED:" —
b _/0.1 y Ca►nm
TO: NB CITY COUNCIL
RE: Auxiliary Maintenance Yard Project ---LANDSCAPE SCREEN
FROM: Canyon Crest Estates HOA Board
DATE: June 10, 2014
Canyon Crest Estates HOA urges City Council to accept city
Zoning Committee recommendation to fund landscape screening in
the expansion plan. See #8 on Consent Calendar.
Zoning Committee recommendation:
"All landscape materials and irrigation systems shall be
maintained in accordance with the approved landscape plan.
Prior to issuance of building permits, the landscape plan
SHALL BE REVISED to include additional landscaping
to screen the storage building from the Canyon Crest
complex Property. All landscaped areas shall be
maintained in a healthy and growing condition and shall
receive regular pruning, fertilizing, mowing and trimming. All
landscaped areas shall be kept free of weeds and debris. All
irrigation systems shall be kept operable, including
adjustments, replacements, repairs, an cleaning as part of
regular maintenance."