HomeMy WebLinkAboutC-3645 - 2003-2004 Sewer and Storm Drain ImprovementsCITY OF NEWPORT BEACH
OFFICE OF THE CITY CLERK
LaVonne M. Harkless, MMC
June 28, 2006
GCI Construction, Inc.
245 Fischer Avenue, B -3
Costa Mesa, CA 92626
Subject: 2003 -2004 Sewer and Storm Drain Improvements (C -3645)
To Whom It May Concern:
On June 28, 2005, the City Council of Newport Beach accepted the work of the
subject project and authorized the City Clerk to file a Notice of Completion, to
release the Labor & Materials Bond 35 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 Labor & Materials Bond was released on August 10, 2005. The Surety for the
contract is Fidelity and Deposit Company of Maryland, and the bond number is
08744055. Enclosed is the Faithful Performance Bond.
Sincerely,
LaVonne M. Harkless, MMC
City Clerk
cc: Public Works Department
R. Gunther, P.E.
enclosure
3300 Newport Boulevard • Post Office Box 1768 • Newport Beach, California 92658 -8915
Telephone: (949) 644 -3005 • Fax: (949) 644 -3039 • www.city.newport- beach.ca.us
BOND NUMBER 08744055
PREMIUM:$11,505.00
EXECUTED IN FOUR COUNTERPARTS.
CITY OF NEWPORT BEACH
aQOvj PUBLIC WORKS DEPARTMENT
2004-2004 SEWER AND STORM DRAIN IMPROVEMENTS
CONTRACT NO. 364
BOND NO. 08744055
FAITHFUL PERFORMANCE BOND
The premium charges on this Bond is $ 11,505 - 00
being at the rate of $18.00/ 10.00 thousand of the Contract price.
WHEREAS, the City Council of the City of Newport Beach, State of California, by motion
adopted, awarded to GCI Construction, Inc., hereinafter designated as the "Principal', a contract
for construction of 2004 -2004 SEyYER AND STORM DRAIN IMPROVEMENTS, Contract No.
3645 in the City of Newport Beach, in strict conformity with the plans, drawings, spedfications,
and other Contract Documents maintained In the Public Works Department of the City of Newport
Beach, all of which are incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute Contract No. 3645 and the
terms thereof require the furnishing of a Bond for the faithful performance of the Contract;
NOW, THEREFORE, we, the Principal, and FIDELITY AND DEPOSIT COMPANY OF
MARYLAND 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 Seven hundred thirty thousand, two hundred fifty -five and 001100
($730,255.00) 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 presenL
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.
ED
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 the City, only in the event the City is required to
bring an action in law or equity against Surety to enforce the obligations of this Bond.
Surety, for value received, stipulates and agrees that no change, extension of time,
alterations or additions to the terms of the Contract or to the work to be performed thereunder or
to the specifications accompanying the same shall in any 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 the City.
In the event that the Principal executed this bond as an individual, it is agreed that the
death of any such Principal shall not exonerate the Surety from its obligations under this Bond.
IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and
Surety above named, on the 30 th day of APRIL 2004.
GILT %ons+ri.40;on ,Tnc
GCi Construction, Inc. (Principal)
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
Name of Surety
801 N. BRAND BL STE PENTHOUSE
GLENDALE, CA 91203
Address of Surety
(818) 409 -2800
Telephone
uthoe' ed Signature(iitie Flt) jpnn 45
JJ
At 'edAg t 'n
MICHAEL D. STONG, ATTORNEY -IN -FACT i
Print Name and Title
NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED
FAUSERSTSWS and \C rftc MFy 034410304 SEWER & STORM DRAIN IMPROVEMENTS G3645VSe & SO Contract
Dowrmts=NTRACr C- 3645.doc
29
CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT
State of California
ss.
County of RIVERSIDE
On 4 '301 d before me, R. STANDLEY
Data I Name and Title of Oficer (e.g.. -Jane Doe. Notary Public-)
personally appeared MICHAEL D. STONG
#W. R. STANDLEY
COMM. #9253272
' NgT.�,RY i't194C •cauFnax(A
RIVER810S COUNTY
MY Comm. Ex ins June T, 2004
C9 personally known to me
❑ proved to me on the basis of satisfactory
evidence
to be the person whose name islo<
subscribed to the within instrument and
acknowledged to me that he /she /they executed
the same in his /ha4tl"tr authorized
capacity(iee), and that by his /hes4heir
signature(sr)'on the instrument the personJ,aj; or
the entity upon behalf of which the person(4
acted, executed the instrument.
WIT S y hand a cial seal.
Place Notary Seal Above Signature of Notary blc
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
Signer's Name:
O Individual
❑ Corporate Officer — Title(s):
O Partner —0 Limited O General
O Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
Number of Pages:
RIGHT THUMBPRINT
oP SIGNER'
0 1989 Nalion91 Notary Aaeccialwn 9350 Do Solo A".. P.O. Bo. 242 • Chon oM. GA 91313-2e •..nalionanwtery.oig pfod. No. 5907 R F: can Toa.Fmo 1.990876E
CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT
State of California
SS.
County of DT04% 4
On o 5 - o q- z_oo , before me, Sorldr0.tCsokes, o'C�y a�.bl«
Date Name and We d Olr¢er (o.g.,'Jane Doe. Notary Furalc")
personally appeared jAa 'I_Nennet� '
Names) al Signer(s)
H personally known to me
❑ proved to me on the basis of satisfactory
evidence
to be the person(g) whose name(a) is /are
subscribed to the within instrument and
acknowledged to me that hekAwAhey executed
the same in his /be0their- authorized
capacity i(�sj, and that by his /Nerftheir
signatureo on the instrument the person(.aj, or
SANDRAKOOKER the entity upon behalf of which the person(s)
Commissions 1346865 z acted, executed the instrument.
i Notary Public - CeliWmia
MyCom �H�ueaMarntf7,2006 WITNESS my hand and official seal.
Place Notary Seal Above "� Signature d Nobry 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: Number of Pages
Signer(s) Other Than Named Above:
Capacity(les) Claimed by Signer
Signer's Name:
❑ Individual Top of thumb here
• Corporate Officer — Title(s):
• Partner —❑ Limited ❑ General
• Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
61989Nalo,d Notary Axaodatlon•93W De S Aw,P.O. BOx 24a2•GabwwN. CA9131SM •rcw.netlwielgtaryar9 Prue. NU 5997 ReoM .Cal Td .td(Ubre682i
9
ZURICH
THIS IMPORTANT DISCLOSURE NOTICE IS PART OF YOUR BOND
We are making the following informational disclosures in compliance with The Terrorism Risk Insurance Act of
2002. No action is required on your part.
Disclosure of Terrorism Premium
The premium charge for risk of loss resulting from acts of terrorism (as defined in the Act) under this bond is
$_waived . This amount is reflected in the total premium for this bond.
Disclosure of Availability of Coverage for Terrorism Losses
As required by the Terrorism Risk Insurance Act of 2002, we have made available to you coverage for losses
resulting from acts of terrorism (as defined in the Act) with terms, amounts, and limitations that do not differ
materially as those for losses arising from events other than acts of terrorism.
Disclosure of Federal Share of Insurance Company's Terrorism Losses
The Terrorism Risk Insurance Act of 2002 establishes a mechanism by which the United States government will
share in insurance company losses resulting from acts of terrorism (as defined in the Act) after a insurance company
has paid losses in excess of an annual aggregate deductible. For 2002, the insurance company deductible is 1% of
direct earned premium in the prior year; for 2003, 7% of direct earned premium in the prior year; for 2004, 10% of
direct earned premium in the prior year; and for 2005, 15% of direct earned premium in the prior year. The federal
share of an insurance company's losses above its deductible is 90 %. In the event the United States government
participates in losses, the United States government may direct insurance companies to collect a terrorism surcharge
from policyholders. The Act does not currently provide for insurance industry or United States government
participation in terrorism losses that exceed $100 billion in any one calendar year.
Definition of Act of Terrorism
The Terrorism Risk Insurance Act defines "act of terrorism" as any act that is certified by the Secretary of the
Treasury, in concurrence with the Secretary of State and the Attorney General of the United States:
1. to be an act of terrorism;
2. to be a violent act or an act that is dangerous to human life, property or infrastructure;
3. to have resulted in damage within the United States, or outside of the United States in the case of an air
carrier (as defined in section 40102 of title 49, United 17 States Code) or a United States flag vessel (or a
vessel based principally in the United States, on which United States income tax is paid and whose insurance
coverage is subject to regulation in the United States), or the premises of a United States mission; and
4. to have been committed by an individual or individuals acting on behalf of any foreign person or foreign
interest as part of an effort to coerce the civilian population of the United States or to influence the policy or
affect the conduct of the United States Government by coercion.
But, no act shall be certified by the Secretary as an act of terrorism if the act is committed as part of the course of a
war declared by Congress (except for workers' compensation) or property and casualty insurance losses resulting
from the act, in the aggregate, do not exceed $5,000,000.
These disclosures are informational only and do not modify your bond or affect your rights under the bond.
Copyright Zurich American Insurance Company 2003
- 0050749.doc
Power of Attomey
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a
corporation of the State of Maryland, by PAUL C. ROGERS, Vice PtKident, and SMITH, Assistant Secretary, in
The said Assistant Se does h extraTort6 on the reverse side hereof is a true copy of Article VI,
Section 2, of the By -Laws of sand Company, in fo v
IN WITNESS WHEREOF, the said ° sident ssistant Secretary have hereunto subscribed their names and
affixed the Corporate Seal of the said AID SIT COMPANY OF MARYLAND, this 16th day of January,
A.D. 2003. O
ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND
. q R By.
T. E. Smith Assistant Secretary Paul C. Rogers Vice President
State of Maryland ss:
City of Baltimore
pursuance of authority granted by Article VI, Section 2, of the Vam of said y, which are set forth on the reverse
side hereof and are hereby certified to be in full force and effe a date h s hereby nominate, constitute and
appoint Michael D. Stung, of Riverside, California, its tru fu l Attomey -in -Fact, to make, execute, seal
and deliver, for, and on its behalf as surety, and as its act d: an bonds and undertakings and the execution
of such bonds or undertakings in pursuance of these pre 11 be mg upon said Company, as fully and amply, to
all intents and purposes, as if they had been duly exec d aclm ed by the regularly elected officers of the
Company at its office in Baltimore; Md., in their o perso s. 's power of attorney revokes that issued on behalf of
Michael D. Stong, dated January
On this 16th day of January, A.D. 2003, before the subscriber, a Notary Public of the State of Maryland, duly
commissioned and qualified, came PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary of the
FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers
described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being
by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid,
and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal
and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of
the said Corporation.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above
written.
J "AAd., 1 1-4 "WT
Sandra Lynn Mooney Notary Public
My Commission Expires: January 1, 2004
POA-F 012-0629
21, 1998. ° O
On this 16th day of January, A.D. 2003, before the subscriber, a Notary Public of the State of Maryland, duly
commissioned and qualified, came PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary of the
FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers
described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being
by me duly sworn, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid,
and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal
and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of
the said Corporation.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above
written.
J "AAd., 1 1-4 "WT
Sandra Lynn Mooney Notary Public
My Commission Expires: January 1, 2004
POA-F 012-0629
0 0
CITY OF NEWPORT BEACH
OFFICE OF THE CITY CLERK
LaVonne M. Harkless, MMC
August 10, 2005
GCI Construction, Inc.
245 Fischer Avenue, B -3
Costa Mesa, CA 92626
Subject: Sewer & Storm Drain Replacement (C -3645)
To Whom It May Concern:
On June 28, 2005, the City Council of Newport Beach accepted the work of the
subject project and authorized the City Clerk to file a Notice of Completion, to
release the Labor & Materials Bond 35 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
July 6, 2005, Reference No. 2005000521290. The Surety for the contract is Fidelity
and Deposit Company of Maryland, and the bond number is 08744055. Enclosed
is the Labor & Materials Payment Bond.
Sincerely,
LaVonne M. Harkless, MMC
City Clerk
cc: Public Works Department
R. Gunther, P.E.
encl.
3300 Newport Boulevard • Post Office Box 1768 • Newport Beach, California 92658 -8915
Telephone: (949) 644 -3005 • Fax: (949) 644 -3039 • www.city.newport- beach.ca.us
0
BOND NUMBER 08744055
PREMIUM INCLUDED IN PERFORMANCE BOND
EXECUTED IN FOUR COUNTERPARTS
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
2004 SEWER AND STORM DRAIN IMPROVEMENTS
CONTRACT NO. 3645
BOND NO. 08744055
LABOR AND MATERIALS PAYMENT BOND
WHEREAS, the City Council of the City of Newport Beach, State of California, by motion
adopted, has awarded to GCI Cgqn��s�truction, Inc., hereinafter designated as the "Principal," a
contract for construction of 20W2004 SEWER AND STORM DRAIN IMPROVEMENTS,
Contract No. 3645 in the City of Newport Beach, in strict conformity with the plans, drawings,
specifications and other Contract Documents in the office of the Public Works Department of the
City of Newport Beach, all of which are incorporated herein by this reference.
WHEREAS. Principal has executed or is about to execute Contract No. 3645 and the
terms thereof require the furnishing of a bond, providing that if Principal or any of Principal's
subcontractors, shall fall 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,
FIDELITY AND DEPOSIT COMPANY OF MARYLAND duly authorized to transact
business under the laws of the State of California, as Surety, (refereed to herein as °Surety") are
held firmly bound unto the City of Newport Beach, in the sum of Seven hundred thirty thousand,
two hundred fifty-five and. 001100 ($730,255.00) 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 Cade 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 attorney's fee, to be fixed by the Court as required by
the provisions of Section 3250 of the Civil Code of the State of California.
26
The Bond shall inure to the benefit of any and all persons, companies, and corporations
enf& -d to file claims under Section 3189 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 3247 et. seq. of the Civil Code of the State of California.
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 or the specifications accompanying the same shall in any wise affect its obligations on
this Bond, and it does hereby waive notice of any such change, extension of time, alterations or
additions to the terms of the Contract or to the work or to the specifications.
In the event that any principal above named executed this Bond as an individual, it is
agreed that the death of any such principal shall not exonerate the Surety from its obligations
under this Bond.
IN WITNESS WHEREOF, this instrument has been duly executed by the above named
Principal and Surety, on the 30th day of APRIL , 2004.
G CS Cxn, i'ruc -�10(), T-11C.
GCI Construction, Inc. (Principal)
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
Name of Surety
801 N. BRAND BL STE PENTHOUSE
Address of Surety
GLENDALE, CA 91203
(818) 409 -2800
Telephone
nne"ft-
Tres 5.
MICHAEL D. STONG, ATTORNEY -IN -FACT
print Name and Tittle
NOTARY ACKNOWLEDGMENTS OF CONTRACTOR AND SURETY MUST BE ATTACHED
27
CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT.
State of California
} SS.
County of RIVERSIDE J
On 3 60 , before me, R. STANDLEY
Date Name and Title of officer {e.g.. -Jane Doe. Notary Public-)
personally appeared MICHAEL D. STONG
Name(al of Signens)
R R. S AT NDLEY
CC791U1. #72,33272
a NOTARY PUaLIC- CALIFORNIA
RIVERSIDE COUNTY
NIy Comm. Fxplr_s Jun_ 7, M04
Place Notary seal Above
AN personally known to me
J proved to me on the basis of satisfactory
evidence
to be the personflej' whose nameis /.jlK
subscribed to the within instrument and
acknowledged to me that he /she /they executed
the same in his /hefi44eir authorized
capacity(ies), and that by his /h�r
signature(s'on the instrument the personLe'/; or
the entity upon behalf of which the person()
acted, executed the instrument.
WITNE a m s h d and offi 'a seal.
SignaNre of Nalary 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: Number of Pages
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer's Name:
❑ Individual Top of thumb here
❑ Corporate Officer — Ttle(s):
❑ Partner — ❑ Limited ❑ General
❑ Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
0 1999 Nationat Nosy Association • 9350 De Sob Ave.. P.O. Box 2,102 • Chelawonti, DA 913132/02 • www.rutionecolary.mg Prof. No Sabo Renner: Cell TWLRae 1200 976ia27
CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT
State of California
ss.
County of dYc�r7G�2
J
On
Oate
personally appeared
SANDRA KOOKER
r Commission S 1346M5
i Notary Public - California
Orange County
MY Comm. Expires tar f 7, 2M6
Place Notary Seal Above
9- personally known to me
E) proved to me on the basis of satisfactory
evidence
to be the person(pj whose name() is lane
subscribed to the within instrument and
acknowledged to me that he /she /they executed
the same in his /hafA4,eir authorized
capacity(ies), and that by his /hef//their
signature(s)'on the instrument the person*, or
the entity upon behalf of which the person(k
acted, executed the instrument.
WITNESS my hand and official seal.
�igns ture of uotary 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
Signer's Name:
❑ Individual
❑ Corporate Officer — Title(s):
❑ Partner — ❑ Limited ❑ General
❑ Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
Number of Pages:
RIGHTTHUMBPRINT
OF SIGNER
LN
0 1999 Nallonal Nolary Aao Mon • 9350 De S=Ave., P.O. Bar 240E • Caabwal0, CA 919132 9 0 2 • vnw.ratlooahMaryory Prod No. 5907 ReorEer Call Toll -Free tA008]68E2'I
11
0F!V -n
RECOR &gd'RE'dUES -rED BY AND
WHEN RECORDED RETURN TO:
City Clerk
�5 JJL 14 A 9 *08
City of Newport Beach
3300 v!t ��`� r,
New .J �h,�?Y�� %
0
Torn Daly Clark Record Recorded in Official Records, Orange County
1 1 1 11 I I I I I I I I N! 1I I I I I I i I I I I I I 1 111111 n l I I I I I I I I I I 1 111116 1111 � I I l l I I
2005000521290 03:25 nlINO FEE
»s 45 N12 pm 07/06/05
0.00 0,00 0.00 0.00 0.00 0.00 0.00 0.00
"Exejnpt from recording s
pursuant to Government CodeSection 6103"
NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN that the City of Newport Beach, 3300 Newport Boulevard,
Newport Beach, California, 92663, as Owner, and GCI Construction, Inc. of Costa Mesa,
California, as Contractor, entered into a Contract on May 11, 2004. Said Contract set
forth certain improvements, as follows:
Sewer & Storm Drain Replacement (C -3645)
Work on said Contract was completed on May 15. 2005, and was found to be acceptable
on June 28. 2005, by the City Council. Title to said property is vested in the Owner, and
the Surety for said Contract is Fidelity and Deposit Company of Maryland.
plic s Director
City o ewport Beach
VERIFICATION
I certify, under penalty of perjury, that the foregoing is true and correct to the best of my
knowledge.
Exec
m
each, California.
:J
• r
CITY OF NEWPORT BEACH
OFFICE OF THE CITY CLERK
LaVonne M. Harkless, MMC
June 29, 2005
Orange County Recorder
P. O. Box 238
Santa Ana, CA 92702
RE: Notices of Completion (C -3630, C -3644, C -3645, C -3647, C -3667 and
C -3731)
Please record the enclosed six (6) documents and return it to the City Clerk's
Office. Thank you.
Sincerely,
♦ �/,
LaVonne M. Harkless, MMC
City Clerk
Enclosure
3300 Newport Boulevard • Post Office Box 1768 • Newport Beach, California 92658 -8915
Telephone: (949) 644 -3005 • Fax: (949) 644 -3039 • www.city.newport- beach.ca.us
RECORDING REQUESTED BY AND
WHEN RECORDED RETURN TO:
City Clerk
City of Newport Beach
3300 Newport Boulevard
Newport Beach, CA 92663
xempt from recordina fees
pursuant to Government Code Section 6103"
NOTICE OF COMPLETION
NOTICE IS HEREBY GIVEN that the City of Newport Beach, 3300 Newport Boulevard, .
Newport Beach, California, 92663, as Owner, and GCI Construction, Inc. of Costa Mesa,
California, as Contractor, entered into a Contract on May 11, 2004. Said Contract set
forth certain improvements, as follows:
Sewer & Storm Drain Replacement (C -3645)
Work on said Contract was completed on May 15. 2005, and was found to be acceptable
on June 28. 2005, by the City Council. Title to said property is vested in the Owner, and
the Surety for said Contract is Fidelity and Deposit Company of Maryland.
Reblic V)"s Director
City oWewport Beach
VERIFICATION
I certify, under penalty of perjury, that the foregoing is true and correct to the best of my
knowledge.
Exec
M
each, California.
C _3wy 5
CITY OF NEWPORT BEACH
CITY COUNCIL STAFF REPORT
Agenda Item No. 9
June 28, 2005
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
by `YrIE Ci i Y COU01+:kl
FROM: Public Works Department 0"M:NEWPOR *2 A
R.Gunther, P.E.
949 - 644 -3311
rgunther @city.newport- beach.ca.us AM
SUBJECT: SEWER AND STORM DRAIN REPLACEMENT — COMPLETION AND
ACCEPTANCE OF CONTRACT NO. 3645
RECOMMENDATIONS:
Accept the work.
Authorize the City Clerk to file a Notice of Completion.
3. Authorize the City Clerk to release the Labor and Materials bond 35 days after
the Notice of Completion has been recorded in accordance with applicable
portions of the Civil Code.
4. Release the Faithful Performance Bond 1 year after Council acceptance.
DISCUSSION:
On May 11, 2004, the City Council authorized the award of the Sewer and Storm Drain
Replacement contract to GCI Construction, Inc. The contract provided for removing and
replacing selected portions of failed sewer main and storm drains at various locations
throughout the City. Various methods were utilitized to rehabilitate these facilities. In
addition, the City relocated the Orange County Sanitation District's (OCSD) Coast Trunk
Sewer through the Bayview Landing Senior Housing site. OCSD agreed to pay half of
the cost for this work and has been invoiced $87,420.60. The contract has now been
completed to the satisfaction of the Public Works Department. A summary of the contract
cost is as follows:
Original bid amount: $730,255.00
Actual amount of bid items constructed: $725,745.20
Total amount of change orders: $93,559.74
Final contract cost: $819,304.94
SUBJECT: SEWER AND STORM N IMPROVEMENTS — COMPLETION AND ACCE&CE OF CONTRACT NO. 3645
June 28, 2005
Page 2
The final overall construction cost including Change Orders was 12.19 percent over the
original bid amount. The City Manager has JPven his written authorization to exceed
the original contract by over 10% per City Council Policy F -3,
Six Change Orders in tI-
• Change Order 1:
• Change Order 2:
• Change Order 3:
• Change Order 4:
• Change Order 5:
• Change Order 6:
Environmental Review:
e amount of $93,559.74 are detailed below:
Export/Import Material on Waterfront Drive (the existing
material was unsuitable to be reused)
Construction of two additional drop manholes
Change in work on Backbay sewer
Extra sewer work on the McDonald's property
Miscellaneous additional SD work on Bayshores, Bayside
Drive, and San Joaquin Hills Road
Additional sewer laterals to be connected to sewer main
The City's portion of the project was determined to be exempt from the California
Environmental Quality Act (CEQA) pursuant to Section 15302 of the CEQA
Implementing Guidelines at the time the project was authorized by the City Council.
This exemption covers the maintenance and alteration of existing public facilities with
negligible expansion of the facilities in areas that are not environmentally sensitive.
The OCSD trunk sewer relocation was included in the mitigated negative declaration for
the Bayview Landings Senior Housing and Park project dated February 25, 2003.
Funding Availability:
Funds for the project were expended from the following accounts:
Account Description Account Number Amount
Sewer Main Master Plan 7531- C5600292 $407,676.76
Storm Drain Improvement Program (General Fund) 7012- C5100008 $173,140.00
Storm Drain Improvement Program (Gas Tax) 7181- C5100008 $63,646.98
Bayview Landing OCSD Trunk Sewer Relocation 7251- C5100755 $174,841.20
Total: $819,304.94
The original contract completion date was October 27, 2004. The project exceeded the
working days due to additional work added to the project through the Change Orders
listed above. All work was completed on May 15, 2005, the revised completion date.
Prepared by: Submitted by:
R. G nther, P.E. Ste n'G. Badum
Construction Engineer ' "Pta is Works Director
v ..
REIMBURSEMENT AGREEMENT
THIS URSEMENT AGREEMENT ( "Agreement"), is made and entered into on this
/A day of RMt, 2004, by and between:
ORANGE COUNTY SANITATION DISTRICT, a
County Sanitation District, hereinafter referred to as
"District";
AND
CITY OF NEWPORT BEACH, California, a
Municipal Corporation, hereinafter referred to as
"City"
District and City are sometimes hereinafter individually referred to as "Party" and
hereinafter collectively referred to as "Parties ".
RECITALS
WHEREAS, District is a duly organized County Sanitation District existing pursuant to the
County Sanitation District Act, California Health and Safety Code section 4700, et seq., providing
for the ownership, operation, and maintenance of wastewater collection, treatment, and disposal
facilities within Orange County, California; and
WHEREAS, City is a duly organized Municipal Corporation existing pursuant to the laws of
the State of California; and
WHEREAS, City is planning to develop a low- income senior housing project in the City,
near the intersection of Jamboree Road and Backbay Drive ( "City Project "); and
WHEREAS, City Project will require realignment of District's Coast Highway Trunk Sewer
Line ( "Coast Highway Trunk "), including abandoning a portion of the Coast Highway Trunk
( "Trunk Realignment "), located near the intersection of Jamboree Road and Backbay Drive in the
City; and
WHEREAS, City has agreed to provide design services for the construction of the Trunk
Realignment at its sole cost and expense; and
WHEREAS, City is willing to let, administer, and manage a construction contract for the
construction of the Trunk Realignment; and
WHEREAS, City has agreed to construct the new portion of the Coast Highway Trunk and
abandon in place an unneeded portion of the Coast Highway Trunk to accommodate the City
Project; and
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WHEREAS, City has agreed to obtain, at its own cost and expense, any easements necessary
for the Trunk Realignment, and District has agreed to quitclaim to The Irvine Company ( "TIC ") the
existing easement for that portion of the. Coast Highway Trunk to be abandoned, and the easement
for an unconstructed alignment for Project 5 -46 Backbay Sewer; and
WHEREAS, District has agreed to reimburse City for one -half (1 /2) of the actual
construction costs of the Trunk Realignment upon completion; and
WHEREAS, District has agreed to generate, at its own cost and expense, all legal
descriptions associated with the Trunk Realignment,
AGREEMENT
NOW THEREFORE, in consideration of the mutual promises set forth herein, the Parties
hereto agree as follows:
Section 1: Recitals. The Recitals above are deemed true and correct, are hereby
incorporated in this Section as though fully set forth herein, and each Parry to this Agreement
acknowledges and agrees that such Party is bound by the same.
Section 2: Elements of Agreement. City and District shall work cooperatively together
so that Trunk Realignment can be constructed in a manner which minimizes costs and impacts to
the public. The specific terms and conditions governing the elements of this Agreement are set
forth hereinafter.
Section 3: City's Specific Obligations. City shall:
A. Provide design services necessary for the Trunk Realignment at its sole cost
and expense.
B. Prepare and issue a public works bid package and let, administer, and manage
a construction contract for the construction of the Trunk Realignment.
C. Obtain all necessary pennits for construction of the Trunk Realignment.
D. Submit prepared plans and specifications for the design and construction of
the Trunk Realignment to the District for review and approval by District's Director of Engineering.
The plans and specifications shall meet District's standards and technical requirements for the
Trunk Realignment. Such approval shall not be unreasonably withheld.
E. In accordance with District standards and technical requirements, construct
the realigned portion of the Coast Highway Trunk necessary to accommodate the City Project and
abandon in place that portion of the District Coast Highway Trunk which will not be needed
following completion of the Trunk Realignment,
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F. Obtain the written approval of the Districts' Director of Engineering of the
Trunk Realignment prior to accepting the improvements. Such approval shall not be unreasonably
withheld.
G. Furnish and deliver to District "as built" drawings of the Trunk Realignment
and any additional project- related documents requested by District, all at no cost to District.
H. Require a one -year warranty on the project from its contractor which
warranty shall be assigned by City to District upon transfer of the Trunk Realignment to District,
and which shall read as follows:
"Contractor guarantees for a period of one (1) year from the date of final acceptance
of the work by City that the Contractor shall repair or remove and replace any work,
together with any other work which may be displaced in so doing, that is found to be
defective in workmanship and/or materials without any expense to City or its
assigns, ordinary wear and tear excepted. If Contractor fails to comply with this
warranty within one (1) week after being notified in writing, City or its assigns are
authorized to proceed to have the defects remedied at Contractor's expense who shall
pay the cost and charges thereof immediately on demand. If, in the opinion of City
or its assigns, defective work detected during the guarantee period creates a
dangerous condition or requires immediate correction or modification to prevent
further loss to City or its assigns or to prevent interruption of City or its assigns
operations, City or its assigns shall be authorized to repair the condition without
prior notice to the Contractor and Contractor shall pay the cost and charges thereof
immediately upon demand. Contractor's obligations under this section are in
addition to Contractor's other express or implied assurances under this Contract and
State law and in no way diminish any other rights that City or its assigns may have
against Contractor for faulty materials, equipment, or work. The Faithful
Performance Bond and Labor and Materials Bond shall continue in full force and
effect for the guarantee period."
I. Upon completion of the Trunk Realignment, transfer ownership of the Trunk
Realignment to District free of any cost to the District (except as otherwise set forth in Sections 4.A.
and 6), along with any easements necessary for the project.
J. This Agreement is contingent upon the City obtaining any easements
necessary for the Trunk Realignment from TIC and/or other persons /entities. City shall obtain, at its
own cost and expense, all easements necessary for the Trunk Realignment, in a form approved by
the District. District shall have no responsibility for obtaining or paying the cost of obtaining the
easements necessary for the project. If City fails to obtain all necessary easements for the project,
District may, in its sole discretion, terminate this Agreement at no cost to District.
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Section 4: District's Specific Obligations. District shall:
A. Generate, at its own cost and expense, all legal descriptions associated with
the Trunk Sewer Realignment
B. Upon completion of the Trunk Realignment, and upon receipt of an invoice
and supporting documentation from City detailing the actual project construction costs, reimburse
City for one -half (1/2) of the actual cost of the construction of the Trunk Realignment. As used in
this Agreement, Construction Costs shall not include costs for preparation of legal descriptions,
costs of acquiring easements, project design costs and City administrative costs for the Project.
C. At all times during the progress of construction of any work, District shall
have access to the work thereof for the purpose of inspection of Project progress.
D. Retain final authority to accept or reject the contractor's work on the Trunk
Realignment. District shall act reasonably in the exercise of such authority.
E. Upon transfer of the Trunk Realignment to District, District shall quitclaim to
TIC the following two (2) easements: (1) the existing easement for that portion of the Coast
Highway Trunk to be abandoned, and (2) the easement for the unconstructed alignment for Project
5 -46 Backbay Sewer.
Section 5: Change Orders and Design Addenda. District shall be provided the
opportunity to review and approve all design addenda and construction change orders that pertain to
the Trunk Realignment. Such approval shall not be unreasonably withheld.
Section 6: Timing of Reimbursement. When the Trunk Realignment is completed, City
shall submit an invoice and supporting documentation to District showing the actual cost of the
construction of the Trunk Realignment. District shall pay City one -half (1/2) of the actual cost of
the construction of the Trunk Realignment within sixty (60) days of District's receipt of the invoice
and supporting documentation. Construction costs are currently estimated at $160,000.00.
Section 7: Environmental Documentation. City shall be responsible for compliance
with the California Environmental Quality Act ( "CEQA ") (Pub. Resources Code, Section 21000 et
seq) for all activities associated with the Trunk Realignment.
Section 8: Hold Harmless.
A. City shall defend and hold District, its officers, employees, agents, and
consultants free and harmless from any and all claims, damages, or demands arising out of City's
performance of its obligations under this Agreement.
B. District shall defend and hold City, its elected and appointed officials,
employees, agents, and consultants free and harmless from any and all claims, damages, or demands
arising out of District's performance of its obligations under this Agreement.
Section 9: Insurance. City shall require the construction contractor to maintain the
insurance policies in the amounts stated herein during all times of the construction project. City
179885.3
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shall not allow contractor or subcontractor(s) to commence work on the project until insurance is
obtained in accordance with the requirements of this section.
City shall require that insurers be admitted carriers and authorized to transact business in the
State of California and that insurers have an "A - ", or better, Policyholder's Rating, and a Financial
Rating of at least Class VII, or better, in accordance with the most current A.M. Best Rating Guide.
City shall include a provision in its contract with contractor that District may require contractor to
substitute any insurer whose rating drops below the levels herein specified and that the substitution
shall occur within twenty (20) days of written notice to contractor by District or its agent.
City shall require contractor to furnish District with original certificates and amendatory
endorsements effecting coverage. Said policies and endorsements shall conform to the
requirements herein stated. All certificates and endorsements are to be received and approved by
District before work commences. District reserves the right to require complete, certified copies of
all required insurance policies, including endorsements, affecting the coverage required by these
specifications, at any time.
City shall require that such policies shall name District, its officers, employees, agents, and
consultants as additional insureds thereon by endorsement to such policies. City shall require that
each insurance policy required by this section shall be endorsed to state that coverage shall not be
cancelled by either party, except after thirty (30) days' written notice. City shall require coverage in
at least the following amounts:
A. General Liability. $1,000,000.00 per occurrence for bodily injury, personal
injury, and property damage and $2,000,000.00 aggregate for bodily injury,
personal injury, and property damage.
B. Automobile Liability. $1,000,000.00 combined single limit per accident for
bodily injury and property damage, including non -owned and hired vehicles.
C. Workers' Compensation. Workers' Compensation, in accordance with the
Workers' Compensation Act of the State of California for a minimum of
$1,000,000.00. Such Workers' Compensation Insurance shall be endorsed to
provide for a waiver of subrogation against District.
Section 10: Term. The term of this Agreement shall be in full force and effect until the
specified obligations of both Parties have been fulfilled or rescinded by both Parties.
Section 11: Agents. Any contractor, subcontractor, or consultant performing work in
connection with the Trunk Realignment shall be conclusively deemed to be an agent of City.
Section 12: Notices. All notices or other communications required or permitted
hereunder shall be in writing and shall be personally delivered or sent by registered or certified
mail, postage prepaid, return receipt requested, delivered or sent by electronic transmission, and
shall be deemed received upon the earlier of (i) the date of delivery to the address of the person to
receive such notice if delivered personally or by messenger or overnight courier; (ii) three (3)
business days after the date of posting by the United States Post Office if by mail; or (iii) when sent
if given by electronic transmission. Any notice, request, demand, direction, or other
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communication sent by electronic transmission must be confirmed within forty -eight (48) hours by
letter mailed or delivered. Notices or other communications shall be addressed as follows:
To District: Orange County Sanitation District
Post Office Box 8127
Fountain Valley, CA 92728 -8127
Attention: Penny Kyle, Board Secretary
Facsimile: (714) 962 -0356
To City: City of Newport Beach
3300 Newport Boulevard
Newport Beach, CA 92663
Attention: Public Works Director
Facsimile: (949) 644 -3020
Section 13: Jurisdiction. In the event of a dispute regarding performance or interpretation
of this Agreement, the venue for any action to enforce or interpret this Agreement shall lie in the
Superior Court of California for Orange County. In the event that suit is brought by either Party to
enforce the terms and provisions of this Agreement or to secure the performance hereof, the
prevailing Party shall be entitled to reasonable attorneys' fees, costs, and necessary disbursements
in addition to any other relief to which it may be entitled.
Section 14: Force Maieure. Except for the payment of money, neither Party shall be
liable for any delays or other non - performance resulting from circumstances or causes beyond its
reasonable control, including without limitation, fire or other casualty, Act of God, strike or labor
dispute, war or other violence, acts of third parties, or any law, order, or requirement of any
governmental agency or authority.
Section 15: Governing Law. This Agreement shall be governed by the laws of the State
of California.
Section 16: Entire Agreement. This Agreement constitutes the entire understanding and
agreement between the Parties and supersedes all previous negotiations between them pertaining to
the subject matter thereof.
Section 17: Waiver. A waiver of a breach of the covenants, conditions, or obligations
under this Agreement by either Party shall not be construed as a waiver of any succeeding breach of
the same or other covenants, conditions, or obligations of this Agreement.
Section 18: Modification. Alteration, change, or modification of this Agreement shall be
in the form of a written amendment, which shall be signed by each Party.
Section 19. Severability. Whenever possible, each provision of this Agreement shall be
interpreted in such a manner as to be effective and valid under applicable law, but if any provision
of this Agreement shall be invalid under the applicable law, such provision shall be ineffective only
to the extent of such prohibition or invalidity, without invalidating the reminder of that provision, or
the remaining provisions of this Agreement.
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Section 20. Agreement Execution Authorization. Each of the undersigned represents and
warrants that he or she is duly authorized to execute and deliver this Agreement and that such
execution is binding upon the entity for which be or she is executing this document.
IN WITNESS WHEREOF, the Parties hereto have caused this Agreement to be executed as
of the day and year first above written.
I�
3
APPROVED AS TO FORM:
GENERAL COUNSEL
By
TION DISTRICT
Anderson, General
Secretary,
CITY OF NEWPORT BEACH
By
Mayor
:
APPROVED AS TO F
Y ��
City Attorney
FAUSERSTBW ShareMAGREEMENTS - Outside%0CS13 Reimbursement Agreement 4- 26- 04.DOC
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CITY OF NEWPORT BEACI CITY CLERK
NOTICE INVITING BIDS
Sealed bids may be received at the office of the City Clerk,
3300 Newport Boulevard, P.O. Box 1768, Newport Beach, CA 92658 -8915
until 10:00 a.m. on the 27`" day of April 2004,
at which time such bids shall be opened and read for
2003 -2004 SEWER AND STORM DRAIN IMPROVEMENTS
Title of Project
Contract No. 3645
675,000
Engineer's Estimate
Approved by
fc,-
Stephen G. Badum
Public Works Director
o�
P
0 ae
Prospective bidders may obtain one set of bid documents for $30 at
the office of the Public Works Department, 3300 Newport Boulevard,
Newport Beach, CA 92663
General "A" Contractors License required for this project
For further information, call Steve Luv, Project Engineer— Storm Drain (949) 644 -3330
or Sean Crumbv, Project Engineer - Sewer at (949) 644.3315
lk
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
2003 -2004 SEWER AND STORM DRAIN IMPROVEMENTS
CONTRACT NO. 3645
TABLE OF CONTENTS
NOTICE INVITING BIDS .......................................................... ............................... Cover
INSTRUCTIONS TO BIDDERS ........................................................ ..............................3
BIDDER'S BOND .............................................................................. ..............................5
DESIGNATION OF SUBCONTRACTOR(S) ..................................... ..............................6
TECHNICAL ABILITY AND EXPERIENCE REFERENCES .............. ..............................7
NON - COLLUSION AFFIDAVIT ........................................................ .............................11
DESIGNATION OF SURETIES ........................................................ .............................12
CONTRACTOR'S INDUSTRIAL SAFETY RECORD TO ACCOMPANY PROPOSAL.. 13
ACKNOWLEDGEMENT OF ADDENDA .......................................... .............................15
INFORMATON REQUIRED OF BIDDER ......................................... .............................16
NOTICE TO SUCCESSFUL BIDDER ............................................. .............................19
CONTRACT..................................................................................... .............................20
LABOR AND MATERIALS BOND .................................................... .............................26
FAITHFUL PERFORMANCE BOND ...........................:.................... .............................28
PROPOSAL................................................................................ ............................... PR -1
SPECIAL PROVISIONS ................................................................. ...........................SP -1
K
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CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
2003 -2004 SEWER AND STORM DRAIN IMPROVEMENTS
CONTRACT NO. 3645
INSTRUCTIONS TO BIDDERS
The following documents shall be completed, executed and received by the City Clerk in
accordance with NOTICE INVITING BIDS:
INSTRUCTIONS TO BIDDERS
BIDDER'S BOND
DESIGNATION OF SUBCONTRACTORS
CONTRACTOR'S INDUSTRIAL SAFETY RECORD
INFORMATION REQUIRED OF BIDDER
ALL ADDENDA TO PLANS AND SPECIFICATIONS AS ISSUED BY AGENCY PRIOR TO
BID OPENING DATE (if any)
TECHNICAL ABILITY AND EXPERIENCE REFERENCES
NON - COLLUSION AFFIDAVIT
DESIGNATION OF SURETIES
PROPOSAL
2. Cash, certified check or cashier's 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 C ity of N ewport B each reserves t he right to reject a ny o r a II b ids a nd 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
• i
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.
In accordance with the California Labor Code (Sections 1770 et seq.), the Director of Industrial
Relations has ascertained the general prevailing rate of per diem wages in the locality in which
the work is to be performed for each craft, classification, or type of workman or mechanic
needed to execute the contract. A copy of said determination is available by calling the
prevailing wage hotline number (415) 703 -4774, and requesting one from the Department of
Industrial Relations. All parties to the contract shall be governed by all provisions of the
California Labor Code relating to prevailing wage rates (Sections 1770 -7981 inclusive).
9. 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'.
10. 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.
-75535(o Class 1;
Contractor's License No. & Classification
GC J: Conslruckon i1-ne.
Bidder
Authorke Signaure/Title F loyd Benne*- Sec .TreS.
y -26 -QW
Date
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CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
2003 -2004 SEWER AND STORM DRAIN IMPROVEMENTS
CONTRACT NO. 3645
BIDDER'S BOND
We, the undersigned Principal and Surety, our successors and assigns, executors, heirs
and administrators, agree to be jointly and severally held and firmly bound to the City of
Newport Beach, a charter city, in the principal sum of TEN PERCENT OF THE AMOUNT OF
THE BID Dollars ($ 10% OF BID ), to be paid and forfeited to the City
of Newport Beach if the bid proposal of the undersigned Principal for the construction of 2003-
2004 SEWER AND STORM DRAIN IMPROVEMENTS, Contract No. 3545 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.
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 from Its
obligations under this Bond.
Witness our hands this 21st day of APRIL P004,
GCI CONSTRUCTION, INC.
Name of Contractor (Principal) Autho ed SignatureMile F-IoJCL (Fttfl¢-M - Se .Tres,
FIDELITY AND DEPOSIT COMPANY OF MARYLAND 1.
Name of Surety
801 N. BRAND BL STE PENTHOUSE
GLENDALE, CA 91203
Address of Surety
(818) 409 -2800
Telephone
Auth ized Agent Wgnr
MICHAEL D. STONG, ATTORNEY -IN -FACT
Print Name and Title
(Notary acknowledgment of Principal & Surety must be attached)
i
CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT
State of California
County of �I'cl/1gC�J ss.
On it I2& .2&4, before me,
Oale , . t
personally appeared
dANEr L.RUSSELL
Commission f 1335985
i Notary Public - CallfMft
Orange CouMy
NNCcm -i. =xppeeDx21,20p6'
E-rersonally known to me
❑ 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 his /her /their authorized
capacity(ies); and that by his /her /their
signature(s) on the instrument the person(s), or
the entity upon behalf of which the person(s)
acted, executed the instrument.
WIT ESS my h nd icial seal.
Place Notary Seat Above Si9m ure ofl,dary Public
OPTIONAL
T_ hough 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
Signer's Name:
❑ Individual
• Corporate Officer— Title(s):
• Partner —❑ Limited ❑ General
0 Attorney in Fact
❑ Trustee
❑ Guardian or Conservator
❑ Other:
Signer Is Representing:
Number of Pages:
0 1999 National Notary Aes a9on • 9350 N Solo Ave., P.O. Box 24 • Chata h, CA 913132402 • wwn,n onalnotary or9 P,W. No, 59V
RIGHT THUMBPRINT',
OF SIGNER
in
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CALIFORNIA ALL - PURPOSE ACKNOWLEDGMENT
State of California
} ss.
County of RIVERSIDE J
On a It U before me, R. STANDLEY
Dole Name and Title of Officer (e.q. 'Jane Doe. Notary Public')
personally appeared MICHAEL D. STONG
R.STANDL €Y
c� Co9 ji i. #1263272
(�` ;
' NOTARY PUBLIC - CALIFORNIA
RIVER51Ofi COUNTY
�,..�,. MV Certain . Expires June 7, 2004
CA personally known to me
u proved to me on the basis of satisfactory
evidence
to be the person1.sj' whose nameis /We<
subscribed to the within instrument and
acknowledged to me that he /she /they executed
the same in his /t+9fA4etr authorized
capacity(iee), and that by his /he444eif
signature(,%Ton the instrument the personJ,sr or
the entity upon behalf of which the person((j4
acted. executed the instrument.
WIT SS m hand and official seal.
Place Notary Seal Above Synature of Notary V is
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
Signer's Name:
❑ Individual
Corporate Officer — Title(s):
❑ Partner — u Limited O General
Attorney in Fact
Trustee
Guardian or Conservator
CG Other:
Signer Is Representing:
Number of Pages:
RIGFR' UMBPRINT
OF SIGNER'
01999 National Notary association 19j50 DO seat Ara.. P.O. eM 2402- Cbatawceh. DA 91 '01'3-2402 -v .WllonalMlary.Org Poop. No 5407 Reorder. Call Toll-Free l- 600.976.6627
0 i 9
ZURICH
THIS IMPORTANT DISCLOSURE NOTICE IS PART OF YOUR BOND
We are making the following informational disclosures in compliance with The Terrorism Risk Insurance Act of
2002. No action is required on your part.
Disclosure of Terrorism Premium
The premium charge for risk of loss resulting from acts of terrorism (as defined in the Act) under this bond is
$_waived_. This amount is reflected in the total premium for this bond.
Disclosure of Availabilitv of Coverage for Terrorism Losses
As required by the Terrorism Risk Insurance Act of 2002, we have made available to you coverage for losses
resulting from acts of terrorism (as defined in the Act) with terms, amounts, and limitations that do not differ
materially as those for losses arising from events other than acts of terrorism.
Disclosure of Federal Share of Insurance Company's Terrorism Losses
The Terrorism Risk Insurance Act of 2002 establishes a mechanism by which the United States government will
share in insurance company losses resulting from acts of terrorism (as defined in the Act) after a insurance company
has paid losses in excess of an annual aggregate deductible. For 2002, the insurance company deductible is 1% of
direct earned premium in the prior year; for 2003, 7% of direct earned premium in the prior year; for 2004, 10% of
direct earned premium in the prior year; and for 2005, 15% of direct earned premium in the prior year. The federal
share of an insurance company's losses above its deductible is 90 %. In the event the United States government
participates in losses, the United States government may direct insurance companies to collect a terrorism surcharge
from policyholders. The Act does not currently provide for insurance industry or United States government
participation in terrorism losses that exceed $100 billion in any one calendar year.
Definition of Act of Terrorism
The Terrorism Risk Insurance Act defines "act of terrorism" as any act that is certified by the Secretary of the
Treasury, in concurrence with the Secretary of State and the Attorney General of the United States:
1. to be an act of terrorism;
2. to be a violent act or an act that is dangerous to human life, property or infrastructure;
3. to have resulted in damage within the United States, or outside of the United States in the case of an air
carrier (as defined in section 40102 of title 49, United 17 States Code) or a United States flag vessel (or a
vessel based principally in the United States, on which United States income tax is paid and whose insurance
coverage is subject to regulation in the United States), or the premises of a United States mission; and
4. to have been committed by an individual or individuals acting on behalf of any foreign person or foreign
interest as part of an effort to coerce the civilian population of the United States or to influence the policy or
affect the conduct of the United States Government by coercion.
But, no act shall be certified by the Secretary as an act of terrorism if the act is committed as part of the course of a
war declared by Congress (except for workers' compensation) or property and casualty insurance losses resulting
from the act, in the aggregate, do not exceed $5,000,000.
These disclosures are informational only and do not modify your bond or affect your rights under the bond.
Copyright Zurich American Insurance Company 2003
- 0050749.doc
Power of Attorney
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a
corporation of the State of Maryland, by PAUL C. ROGERS, Vice Vimg SMITH, Assistant Secretary, in
pursuance of authority granted by Article VI, Section 2, of the B y, which are set forth on the reverse
side hereof and are hereby certified to be in full force and eff, WWI ces hereby nominate, constitute and
appoint Michael D. Stong, of Riverside, California, its tru Attorney -in -Fact to make, execute, seal
and deliver, for, and on its behalf as surety, and as its act bonds and undertakings and the execution
of such bonds or undertakings in pursuance of these hall pon said Company, as fully and amply, to
all intents and p urposes, as if they had been duly exec d ackn e regularly elected officers of the
Company at its office in Baltimore; Md., in their o er pe of attorney revokes that issued on behalf of
Michael D. Stong, dated January 21, 1998. ° o O
The said Assistant Secretary does hereby the exhaTorth on the reverse side hereof is a true copy of Article VI,
Section 2, of the By -Laws of said Company, in for v�
IN WITNESS WHEREOF, the said ° sident ssistant Secretary have hereunto subscribed their names and
affixed the Corporate Seal of the said ITY A OSIT COMPANY OF MARYLAND, this 16th day of January,
A.D. 2003. O
ATTEST: FIDELITY AND DEPOSIT COMPANY OF MARYLAND
pp 0 Pa!'
♦o
w •
r 111► ' V' �/in„^ai �fv -
O � �
By:
T. E. Smith Assistant Secretary Paul C. Rogers Vice President
State of Maryland ss:
City of Baltimore
On this 16th day of January, A.D. 2003, before the subscriber, a Notary Public of the State of Maryland, duly
commissioned and qualified, came PAUL C. ROGERS, Vice President, and T. E. SMITH, Assistant Secretary of the
FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers
described in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being
by me duly swom, severally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid,
and that the seal affixed to the preceding instrument is the Corporate Seal of said Company, and that the said Corporate Seal
and their signatures as such officers were duly affixed and subscribed to the said instrument by the authority and direction of
the said Corporation.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above
written.
Sandra Lynn Mooney Notary Public
My Commission Expires: January 1, 2004
POA -F 012 -0629
EXTRACT FROM BY -LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND
"Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice - President, or any, of the Senior
Vice - Presidents or Vice - Presidents specially authorized so to do by the Board of Directors or by the Executive Committee,
shall have power, by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident
Vice - Presidents, Assistant Vice - Presidents and Attorneys -in -Fact as the business of the Company may require, or to
authorize any person or persons to execute on behalf of the Company any bonds, undertaking, recognizances, stipulations,
policies, contracts, agreements, deeds, and releases and assignments of judgements, decrees, mortgages and instruments in
the nature of mortgages .... and to affix the seal of the Company thereto."
CERTIFICATE
I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify
that the foregoing Power of Attorney is still in full force and effect on the date of this certificate; and I do further certify that
the Vke- President who executed the said Power of Attorney was one of the additional Vice - Presidents specially authorized
by the Board of Directors to appoint any Attomey -in -Fact as provided in Article VI, Section 2, of the By -Laws of the
FIDELITY AND DEPOSIT COMPANY OF MARYLAND.
This Power of Attorney and Certificate may be signed by facsimile under and by authority of the following resolution of the
Board of Directors of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on
the 10th day of May, 1990.
RESOLVED: "That the facsimile or mechanically reproduced seal of the company and facsimile or mechanically
reproduced signature of any Vice - President, Secretary, or Assistant Secretary of the Company, whether made heretofore or
hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and:
binding upon the Company with the same force and effect as though manually affixed."
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said Company,
this. day of uls�v� y
o 1px&m �
Assistant Secretary
c�;
More Search _ Rm6
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O t� tions 'N +
M gErr (Excellent)
Financial Size Category
ae6i} XV ($2 billion or more)
'Ratings as oi0412712004 05:17:35 PM E.S.T.
jai1hfit
Rating Category (Excellent): Assigned to companies That have, mm'n iriion, an excellen[affil' to meet ongoing obli ations to policyholders.
�: 9 9 ry ( )� 9 p P ability 9 9 9 P cb'
Accessing the
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. a company's balance sheet strength, operating performance and business profile. These ratios are not a warrant of an
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user's
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our terms of online.
use: information
c llected via this
Web: site is _.. - _.... ._.
protected by our Copyright 0. 2004 by A.M. Best Company Inc. ALL RIGHTS RESERVED
°� No part of this information maybe distributed in any electronic form or by any means, or stored in a database or retrieval system, without the prior written permission
statement of the A.M. Best company. Refer to our terms of use for additional details.
Comments or
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Member of Zurich Financial Services Group
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A.M. Bests: 00387 NAIL p: 39306
View a list of group members or the group's rating
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Financial Size Category
ae6i} XV ($2 billion or more)
'Ratings as oi0412712004 05:17:35 PM E.S.T.
jai1hfit
Rating Category (Excellent): Assigned to companies That have, mm'n iriion, an excellen[affil' to meet ongoing obli ations to policyholders.
�: 9 9 ry ( )� 9 p P ability 9 9 9 P cb'
Accessing the
Important Notice: Best's Ratings reflect our opinion based on a comprehensive quantitative and qualitative evaluation of
. a company's balance sheet strength, operating performance and business profile. These ratios are not a warrant of an
pages on 9 P 9 P P 9 y
ambestcom insurer's current or future ability to meet its contractual obligations. View our entire notice for a complete details..
constitutes the
user's
agreement to Companies interested in placing a Best's Security Icon on their web site to promote their financial strength may register
our terms of online.
use: information
c llected via this
Web: site is _.. - _.... ._.
protected by our Copyright 0. 2004 by A.M. Best Company Inc. ALL RIGHTS RESERVED
°� No part of this information maybe distributed in any electronic form or by any means, or stored in a database or retrieval system, without the prior written permission
statement of the A.M. Best company. Refer to our terms of use for additional details.
Comments or
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
2003 -2004 SEWER AND STORM DRAIN IMPROVEMENTS
CONTRACT NO. 3645
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: cis e. Lot n
�J
Surve�
Address:
Orange, CA
1 /Q
� • ly
Phone:
C-6
State License Number:
Name: eJ7_ Cone-r,e..
Address:
R -13
�ze S
Cdrte��
San;-o- Q sr�. I LR
+hru
I �o
Phone:
"I
State License Number:
Name:
Address:
Phone:
State License Number:
Bidder Authorifd Signature/Title FILJot Benne*- Sec. Tces
0
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
2003 -2004 SEWER AND STORM DRAIN IMPROVEMENTS
CONTRACT NO. 3645
TECHNICAL ABILITY AND EXPERIENCE REFERENCES
Contractor must use this formlll Please print or type.
Bidders Name G C I CONSTRUCTION, 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 Hoag Lower Level Central Plant - Cogen; Site Utilities
Job No. 1 5
Project Description Site Utilities Improvements
Approximate Construction Dates: From 8/03 To: In progress
Agency Name
Contact Person
Memorial Hospital / DPR Construction, Inc.
James Easley
Telephone (945 574 -4467
Original Contract Amount $ 1.9M Final Contract Amount $ TBD
If final amount is different from original, please explain (change orders, extra work, etc.)
In progress
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. 2
Project Name /Number
qW No. 149
Project Description Street Improvements
Approximate Construction Dates: From 11/03 To: In progress
Agency Name
Contact Person
City of Fullerton
Yelena Voronel
Telephone (714) 738 -6350
Original Contract Amount $ 984,380 Final Contract Amount $ TBD
If final amount is different from original, please explain (change orders, extra work, etc.)
In progress
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 Urban Storm Water Runoff Treament Project
Project Description Install Storm Water Runoff
Approximate Construction Dates: From 8/03 To: Tn progress
Agency Name
Contact Person
City of Huntington Beach
David Verone
Telephone {714) 375 -8471
Original Contract Amount $L46 Final Contract Amount $ In progress
If final amount is different from original, please explain (change orders, extra work, etc.)
In progress
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
0
No. 4
Project Name /Number FEothill S Barranca Distribution Main Project
Project Description Mtribution Main Improvements
Approximate Construction Dates: From 7/03 To: 12/03
Agency Name City of Azusa
Contact Person Chet Anderson Telephone 1 26) 812 -5208
Original Contract Amount $_±4,167 Final Contract Amount $ 545,527
If final amount is different from original, please explain (change orders, extra work, etc.)
Chance Orders
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. 5
Project Name /Number UCLA South West Campus Housing
Job No. 134
Project Description Storm Drain, Sewer, Fine Grade Improvements
. Approximate Construction Dates: From 3/03 To: in progress
Agency Name Gordon & Williams
Contact Person Dennis Arguelo Telephone (310) 824 -1076
Original Contract Amount $1,280085 Final Contract Amount $ TBD
If final amount is different from original, please explain (change orders, extra work, etc.)
In progress
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. 6
Project Name /Number worth Creek Storm Drain Di
Project Description
Drain Diversion
Approximate Construction Dates: From 5/03 To: 9/03
Agency Name City of Dana Point
Contact Person Matt Sinacori Telephone 049) 248 -3575
Original Contract Amount $ 634,168 Final Contract Amount $ 713,267
If final amount is different from original, please explain (change orders, extra work, etc.)
Change Orders
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
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.
G C I CONSTRUCTION, INC.
Bidder
10
0 0
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
2003 -2004 SEWER AND STORM DRAIN IMPROVEMENTS
CONTRACT NO. 3645
NON - COLLUSION AFFIDAVIT
State of California )
) ss.
County of Ora n el)
FI0 Pynnejt beingg first duly sworn, deposes and says that he or she is
2 cl of%C[ Cay)s+ruc4 ion, T1C, the party making the
foregoing bid, at 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 California that the foregoing is true
and correct.
%GlCons�ruc� -loh �. `��
Bidder Authori d Signature/Title FIOyd Benne4f- Sec.Tres,
Subscribed and sworn to before me this .94P4A- day of ftYI � 2004.
[SEAL]
J ry Public
My Commission Expires: t7 . l ZCt�J�
11
JANET L. Rl1SSELL
Commission i 1335386
Notary Public - CaVlomia
Orange County
@*yComm. EVft Dsc2l,2005
0
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
2003 -2004 SEWER AND STORM DRAIN IMPROVEMENTS
CONTRACT NO. 3645
DESIGNATION OF SURETIES
Bidders name G C I CMIRMCN, W.
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):
ti• aa• r �a ra.
1524 E. AF+WM AM E, , CA 92867
+T:1001 •• • • Din v • 1.
12
0 0
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
2003 -2004 SEWER AND STORM DRAIN IMPROVEMENTS
CONTRACT NO. 3645
CONTRACTOR'S INDUSTRIAL SAFETY RECORD
TO ACCOMPANY PROPOSAL
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.
13
Current
Record
Record
Record
Record
Record
Year of
for
for
for
for
for
Record
2002
2001
2000
1999
1998
Total
2003
No. of contracts
Total dollar
Amount of
Contracts (in
13.7M
13.OM
0-IM
7.5M
-11V,
&7-.7M
Thousands of $
No. of fatalities
O
O
O
O
O
G
0
No. of lost
Workday Cases
Q
Q
0
Q
0
Q
No. of lost
O
Q
G
Q
G
Q
workday cases
involving
permanent
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.
13
El
Legal Business Name of BidderG CT- Consi rUr +i o Tr) C
Business Address: OLI Fisch R ve -& 63 CoS+a mesa,
- er . mow. garoz�v
Business Tel. No.: 71N -cl 5r7 -Q2 3 -j
State Contractor's License No. and
Classification:
Title erleral EhainP_erin
The above information was compiled from the records that ar6 available tolne at this
time a nd I d eclare u nder p enalty o f p erjury t at t he information is true and accurate
within the limitations of thos6 li ecortlS. //
Signature of
bidder
Date
Title
Signature of
bidder
Date
Title
Signature of
bidder
Date
Title
Signature of
bidder
Date
Title
C
re r'
If bidder is an individual, name and signature of individual must be provided, and, if he
is doing business under a fictitious name, the fictitious name must be set forth. 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 of fewer than all
of the partners /joint ventures if submitted 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 notarized signatures of the corporation President or Vice
President or President and Secretary or Assistant Secretary, and the corporate seal.
Signatures of partners, join venturers, or corporation officers must be acknowledged
before a Notary Public, who must certify that such partners /joint venturers, or officers
are known to him or her to be such, and, in the case of a corporation, that such
corporation executed the instrument pursuant to its bylaws or a resolution of its Board
of Directors.
14
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
2003 -2004 SEWER AND DTORM DRAIN IMPROVEMENTS
CONTRACT NO. 3645
ACKNOWLEDGEMENT OF ADDENDA
Bidders name Gr✓-f Conskruc -lion ,. -Iocc
The bidder shall signify receipt of all Addenda here, if any:
15
® 0
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
G
% CONS c"'CTION``•
APR 7 9 2004
2003 -04 SEWER AND STORM DRAIN IMPROVEMENTS
Contract No. 3645
A roved
Stephen a
Public Works Director
ADDENDUM NO. 1
TO ALL PLANHOLDERS:
Orange County Encroachment Permit and Special Provisions
... .................................................... ...............................
Attached are the Orange County Encroachment Permit and Special Provisions for
the reconstruction of channel lining walls in relation to the replacement of
intersecting City storm drains at Westcliff Drive and Highland Drive in the City of
Newport Beach.
... .................................................... ...............................
Bidders are required to sign Addendum No. 1 and attach to the bid proposal. Bids may
not be considered unless this signed Addendum No. 1 is attached.
I have carefully examined this Addendum and have
included full payment in my Proposal.
Bidder's Name (Please Print)
_4- 2lo -0y
Date
Title F10j CQ epnne -ft- S- c.TreS.
2004 -00158 COATY PROPERTY P T Page 1 of 2
ENCROACHMENT PERMIT 3/24/2004
OXFORDV 11:02:33AM
INSPECTION PHONE
714 -567 -7804
Inspection office' shall be notified at least
TWO (2) WORK DAYS PRIOR to
commencing permitted use. FAILURE
TO OBTAIN INSPECTION SHALL
VOID THIS PERMIT
PERMITTEE
County of Orange
Public Facilities and Resources Department
County Property Permits
Main Office: 300 North Flower Street, Room 122
Santa Ana, California 92703 -5001
or P.O. Box 4048, Santa Ana, California 92702 -4048
Phone: (714) 834 -5529 or Fax: (714) 835 -7425
City of Newport Beach
3300 Newport Boulevard
Newport Beach, CA 92658
949- 644 -3330
Contact Person Stephen Luy, Project Engineer
Telephone No. 949 -644 -3330
Insured
Permit No: 2004 -00158
Effective Date:
Expiration Date:
FACILITY
3/24/2004
12:o0:00AM
9/23/2004
12:0O:OOAM
Type Facility Name Number
EAST COSTA MESA CHANNEL G02
Policy
Expires
PERMITTED USE: User of County property is hereby authorized as follows, subject to provisions attached hereto:
To replace (2) deteriorated metal pipe arch storm drains within a portion of Orange County Flood Control District's East
Costa. Mesa Channel (G02) right -of -way, per attached plans and provisions and to the satisfaction of County inspection
personnel.
PERMITTED USE NOT EFFECTIVE UNTIL APPROVED BY ASSIGNED INSPECTOR
* * ** *PERMIT NOT VALID UNTIL PERMITTEE'S CONTRACTOR OBTAINS A RIDER PERMIT, PAYS FEES IN THE
AMOUNT OF $1618.00, PROVIDES A REFUNDABLE SURETY DEPOSIT OF $3000.00, AND PROVIDES A LIABILITY
INSURANCE CERTIFICATE THAT MEETS COUNTY REQUIREMENTS. * * * **
LOCATION OF WORK:
East Costa Mesa Channel (G02), at the intersection of Westcliff Drive and Highland Drive (Channel Sta. 11 +17.00 and Sta.
10 +70.00)
Dimensionn'ype: R &R 2 Storm Drain Entries Thomas Brothers: 889:B6 Area Newport Beach
CONSIDERATION:
Types
PWO#
Permit Fees
Suretv
Penalty
Total Total Fees: $1,618.00
RC
ER68210
$1,618.00 (2060)
$0.00 (2093)
$0.00
$1618.00
Payment Trust Check Receipt Date Amount
Total Payment:
PERMITTEE-S ACCEPT E: COUNTY APPROVAL:
/7 3/24/2004
i I':w.— no400
PERMIT AND APPROVED PLANS SHALL BE MAINTAINED ON JOB SITE. PERMITTEE SHALL COMPLY WITH
REGULATIONS PRINTED ON REVERSE SIDE OF PERMIT AND ATTACHMENTS. ALL UNDERGROUND WORK
REQUIRF§oFAWFbyW W94h ogyarfJ eq sToigm, RMOrI-6Cn�riNroTgpeMRtSABLE. � � u�edS��Y
COUNTY OF ORANGE
RESO &ES & DEVELOPMENT MANAGEMEI&EPARTMENT
COUNTY PROPERTY PERMITS
c °LtF°4T'~� 2004 -00158
SPECIAL PROVISIONS Permit No.
By acceptance of this permit, Permittee agrees to the following
1. All District improvements disturbed, damaged, vandalized or removed as a result of
Permittee's activities within, upon, under or over District ROW shall be repaired, restored or replaced
at Permittee's expense in conformance with District's Public Facilities and Resources Department
(hereinafter "PFRD ") Standard Plans and to the satisfaction of the Director of PFRD or his designee
(hereinafter "Director") within sixty (60) calendar days of the issuance of written notice by Director.
If Permittee fails to repair, restore or replace District's improvements within 60 calendar days,
Director may, in his sole and absolute discretion, cause the repair, restoration or replacement of
District's improvements to be completed by District personnel or outside contractors and Permittee
shall be solely responsible for these costs and expenses. Permittee agrees that in an emergency
situation which threatens the public's health, safety or welfare as determined by Director in his sole
and absolute discretion, Director shall be permitted to cause the repair, replacement or restoration of
District's improvements without prior notice to Permittee and Permittee shall be solely responsible
for the cost of such repair, restoration or replacement in accordance with the procedures described
above.
2. Permittee agrees that if any of Permittee's improvements are disturbed, damaged or removed by
District during the course of District's operating, maintaining, repairing, improving, restoring, or
enlarging District's improvements within, upon, over or under District's ROW Permittee shall be
responsible for replacing, repairing, restoring or removing Permittee's improvements to the
satisfaction of Director solely at Permittee's expense within sixty (60) calendar days of receiving
written notice from Director.
3. Permittee's activities within District ROW allowed by this permit shall be performed during the
NON - STORM- SEASON (April 1' through October 306').
4. Permittee, its assigns or successors shall be solely responsible for the operation, maintenance, repair
and/or replacement of Permittee's improvements within District ROW.
5. Permittee agrees that it shall indemnify, defend with counsel approved by District, and hold District,
the County of Orange, their elected and appointed officials, officers, employees agents and
contractors (hereinafter "District/County Indemnitees") harmless from any and all liability for injury
or damage to third persons or property arising from Permittee's activities and/or improvements placed
within, upon, under or over District's ROW unless such injury or damage is caused by the gross
negligence or willful misconduct of District, County or the District/County Indemnitees.
6. All RCP bedding installed within District ROW shall comply with PFRD Standard Plan 1319.
7. Permittee shall maintain 90% relative compaction within District ROW.
8. h2 addition to the requirements set forth in Paragraph 1 above, any chain link fencing including gates
that are damaged during the approved permit activities are to be restored, repaired or replaced by
Permittee to satisfaction of Director and in compliance with APWA Standard Plan 600 -1 -OC or 600 -
0-OC.
0
If at anytime, District intends to modify, enlarge, reconstruct, repair and/or replace District facilities,
Permittee agrees to remove and /or relocate interfering portions of Permittee's improvements within
sixty (60) calendar days of the date of District's written notification to Permittee. Upon receipt of
written notification from District, Permittee shall obtain an encroachment permit rider from District
covering Permittee's plans to remove and relocate Permittee's interfering improvements. District
agrees to expedite review of Permittee's encroachment permit rider application. Permittee shall be
responsible for all financial charges associated with satisfying this permit special provision. If
Permittee fails to remove its interfering improvements within the time period required, Director, in
his sole and absolute discretion, may cause the removal of Permittee's interfering improvement to be
completed by District staff or by outside contractor. Permittee agrees that it shall be solely
responsible for the cost of such removal and shall reimburse District for all of its costs and expenses
within sixty (60) calendar days of the mailing of an invoice by Director.
10. Nothing in this Permit is intended nor shall anything in this Permit be construed to transfer to District
or its successors and assigns or to relieve Permittee or their successors and assigns or predecessors in
title of any responsibility, or liability Permittee now has, has had, or comes to have with respect to
human health or the envirom -rent, including, but not limited to responsibility or liability relation to
hazardous or toxic substances or materials (as such terms as those used in this sentence are defined by
statute, ordinance, case law, governmental regulation other provision of the law). Furthermore,
District may exercise its right under law to bring action, if necessary, to recover clean up costs and
penalties paid, if any, from Permittee or any others who are ultimately determined to have
responsibility for said toxic or hazardous materials.
11. No construction materials are to be stored in a way that impedes and/or interferes with bikeway use,
channel inspection or maintenance operations.
12. The City of Newport Beach shall be solely responsible for installing, operating, and maintaining the
proposed storm drain system with the District's right -of -way.
13. Permittee shall use appropriate BMW's to prevent construction materials, fuel, oil, or hazardous
materials from construction equipment or vehicles from entering the channel.
14. Any spillage of fuel, oil, or hazardous materials from construction equipment or vehicles or
significant releases of sediment due to construction activities or BMP failures impacting
downstream creek areas must be immediately and properly cleaned up and removed from the
District's right -of -way. For spills of significant volume, notify Resources & Development
Management Department- Environmental Resources by calling Due Nguyen at 714- 973 -6690.
After hours spill notification should be made through Orange County Sheriff Communications
Control 1 by dialing 911. Contaminated soil, sand, or material and hazardous wastes generated
from the cleanup must me disposed of by approved methods.
15. Permittee assumes full responsibility for all costs to investigate extent of contamination and all
cleanup, waste removal, and implementation of an approved remedial action plan for the
release of any wastes or hazardous materials that result in soil, surface water, and groundwater
contamination.
Acknowledged:
Mat Name
,7— 2 q_ o
Date
0 STANDARD PROVISIONS • 2 U 0 4_ 0 0 15 8
1. _ Permits issued by this Department are pursuant to the authority vested by the Board of Supervisors for the County of Orange, Orange
County Flood Control District, any one or all of which are hereinafter referred to as County.
2. Permittee agrees to save County, its agencies, districts, etc., including its officers, agents or employees, harmless from any and all
penalties, liabilities or loss resulting from claims or court actions, arising directly out of any damage or injury to persons or property by
reason of the acts or omissions of Penmittee, its agents, employees or independent contractors in exercising any of the privileges herein
granted or in consequence thereof.
The Permittee shall file a written accident report with the County of Orange for any property damage, death or injuries on project site within
48 hours after such incident occurs. The accident report shall include, but is not limited to, the following information, if available: time and
date, location, nature of accident, names of people injured, description of property damage, police report number, and description of job
site condition at the time of accident.
Failure to file an accident report shall be considered a violation of the permit provisions and may cause revocation of this permit.
Accident report shalt be filed with the Inspection section assigned to the project. Contact can be made at the following telephone numbers:
Construction Inspection 567 -7800
1152 E. Fruit Street
Santa Ana, CA 92702
Operations Inspection 567 -6300
10852 Douglass Road
Anaheim,CA.92806
3. Should any damage or injury to County works occur during initial use and/or as a result of this permitted use, either through the acts of
agents, servants, or employees of Permittee or by any independent contractor of Permittee in the exercise of the rights herein granted,
Permittee shall immediately, upon the written demand of County, restore such works to the condition of same on the date of the occurrence
of said damage or injury at Permittee's cost or expense. The question as to whether or not any such damage or injury has been caused to
the works shall be determined by the Director of the Public Facilities & Resources Department and his determination shall be final. In the
event repair by County is necessary, Permittee shall pay County the cost of such repairs.
4. County reserves the right unto itself to perform any work, upon any portion or all of the area covered by this permit, or to do any other work
necessary at any time. Such work may be performed without incurring any liability of any nature whatsoever to the Permittee. It is further
understood and agreed that County reserves unto itself the rights of ingress over all or any portion of the subject area.
5. Neither this permit nor any of the rights herein granted shall be assigned without the prior written approval of the County.
6. By acceptance of this permit, Permittee acknowledges and assumes all responsibility for compliance with requirements of other regulatory
governing agencies including, but not limited to, zoning regulations, applicable ordinances and laws, etc., of the County of Orange, the
State of California, or others having regulatory control over the use granted herein.
7. A copy of this permit and approved plans, if applicable, shall be maintained at the site of work and be shown to any authorized
representative of the County or other regulatory governing agency upon request.
8. No access or work shall be performed within County rights of way without the full knowledge of County's inspector, who shall be given not
less than two work days' advance notice of the initiation of permitted use. Failure of Permittee to obtain inspection shall void this permit
and necessitate reapplication by Permittee.
9. This permit may be immediately revoked for reasons in the best interest of the County, including violation of permit provisions or other
applicable rules and regulations or for the creation of a nuisance upon notice given by the Director of the Public Facilities & Resources
Department or authorized representative. In the event of such revocation, Permittee shall immediately cease all operations and restore
County right of way as directed by County's inspector.
10. Any construction performed within County properties shall be in accordance with Orange County Public Facilities & Resources Department
Standard Plans and established criteria. Any deviation must be specifically detailed and highlighted on plans in a manner meeting the
approval of County Property Permits.
No uses other than that as stated on this permit shall be exercised. Public right of way shall not be used for administrative operations or
storage of equipment, materials, supplies, etc.
ADDITIONAL STANDARD PROVISIONS
(Codified nces, Title S. Section 6 -1 -1, et. seq., of the Cou e)
TO BY ATTACHE AND MADE A PART OF PERMIT NO. Onn 58
11, RIGHT OF WAY RESERVATIONS: The permission granted hereby extends only to those which the County of Orange has in the real property and no warranty
of any kind is made hereby that the said County possessed any or all of the rights of title necessary for permittao to accomplish work under this permit. and
permittaa is cautioned to satisfy itself that it has obtained all necessary rights or permits prior to the Commencement of work, This permit shall not constitute a
_ grant of any interest in or to real property belonging to the County of Orange or any other person or entity. References to Director signify the Director, Public
Facilities /Resources Department (PFRD).
12. WORKING HOURS: All work shall be performed within working hours of Orange County PFRD permit Inspection group, unless prior arrangements have been made
with the inspection group.
13. SURVEY MONUMENTS: It is imperative that permlttess NOTIFY THE GEOMATICS A LAND INFORMATION SYSTEMS, telephone 714 -834 -3102, of Orange
County PFRD at least 48 hours prior to removing or replacing any Survey Monuments. All monuments shall be replaced at permittes's expense and MUST be
replaced in kind within 0.01 feet of their original horizontal and vertical location. unless othetwise'specified in-writing. -
CONSTRUCTION REOUIREMENTS
14. RESURFACING BY PERMITTEE OR COUNTY AND SPECIFICATIONS: Temporary patching of trench Is required on lateral cuts in surfaced streets immediately
after backfflling. Permanent pavement shall be placed with thethlrly (30) working days after completion of backflliing operations. All excavations shall be backfiiled
Of covered of otherwise protected, in a manner meeting the apProval Of the inspector, at the and of each workday. The inspector may require any pavement removal
to be patched with temporary A.C. immediately after backfilling.
Where pavement or surfacing has been removed by acceptable method, as determined by inspector, and trench edges sawed, porminae shall replace it with a
structural section the same as that removed plus an additional one inch (1') of A.C. In no case shall the replacement auticturat section be less that S' AC /NS or
3' AC /6' P.M.B. per Standard Plans. The inspectorshall approve all structural sections prior to placement. Where Portland Cement Concrete pavement is removed
or damaged, it shall first be sawed at excavation limits, providing distance to the next joint Is more that five (5) feet away; it not, then it shall be removed to next
joint without damaging adjacent pavement and subsequently replaced with Portland Cement Concrete.
15. LOCATION OF PIPES AND CONDUITS: All pipes and conduits laid parallel to the roadway shall be placed atleast five (5) feet from edge of file pavement or graded
traveled roadway, unless otherwise authorized in writing by the Director. '
16. MINIMUM COVER: The uppermost portion of any pipeline or other facilfty shall be installed NOT LESS THAN thirty (30) inches below the lowest portion of the
roadway surface or ditch, unless otherwise authorized In writing. by the Director.
17. STANDARD SPECIFICATIONS: Unless otherwise indicated on permit, all work shall be done in accordance with PFRD Stanclard.Plans and the Standard
Specifications for Public Works Construction latest issues. .
18. COUNTY PROJECTS: this permit DOES NOT give permittaa permission to delay or interfere with the construction of County, projects. Installation shall be subject
to the approval of and at the convenience of County's contractor. Prior to any excavation, written permission must be obtained frdrr said contract¢t and presented
to resident engineer, stating that installation with NOT DELAY or intonate with said contractor's operation. If. permission is DENIED, then work shall be delayed
until completion of said contract. '
19. TUNNELLING OR BORING: All improved streets, as shown on Master Plan of Arterial Highways, MUST be bored otiumalled: All boring, tunnelling and placing
Conduits. casing and pipelines shall be done In such a manner that the existing driving lanes will NOT be disturbed: if a casing is installed to receive conduit or
pipeline, all voids between casing and conduit shall be tilled with grout or sand. Bore pit shall not encroach wilhiefive (5) foot from edge of pavement.
20. OPEN CUT METHOD: Open cutting of local streets may be permitted. NOT more than one -half (112) of the width of a'traveled way shall be disturbed at one time
and the remaining width shall be kept open to traffic. Two way traffic shall be maintained on pavement at all times.
A. Minimum clearance of two (2) feet adjacent to any surface obstruction and a five (5) foot clearance bemoan excavation and traveled way shall be maintained.
B. Backfill material shall be subject to PFRD inspector's approval prior to placement. PFRD inspector may require 2 -sack cement slurry backfill. PERMANENT
A.C. PATCH shall be placed within thirty (30) working days after completion of backlilling operations.
21. COMPACTION: All backfill replaced in excavation within road right of way shall be compacted until relative compaction is NOT LESS than ninety percent (90 %).
as determined by the Relative Compaction Test as specified in the PFRD Standard Plans. P.M.B. (Aggregate Base) shall be Compacted to a relative compaction
of NOT LESS than ninety -five percent (95 %).
After completion of backfill and compaction operations and before permanent paving is replaced, contractor shall Call for compaction tests to be performed and
shall provide for lest holes at locations and as directed by the inspector. In lieu of test holes as specified above, contractor may elect to call for compaction tests
in successive lifts of backfill not to exceed two (2) feet vertically in time each lift of backfill is placed and Compacted.
22 REPLACING ENTIRE DRIVING AND /OR BIKE LANE: If surfacing or pavement within driving loans of a highway. as shown on the Masrer Plan of Arterial Highways
Or within a bikeway, is removed or damaged by permitted's operation, existing surfacing or pavement for width of the driving or bike lano and for the length Of the
damaged surfacing shall be removed and replaced to distance of not less than one hundred (100) feet. Such removal and replacement shall be to the satisfaction
of the Director,
23. OIL MIXED SHOULDERS: Improved oil mixed shoulders ere to be remixed to minimum depth of tour (4) inches with an approved oil mixing machine using
approximately 112 gallon to 2 -1/2 gallons of S.C. 800 Dar square yard as determined by the Director. In Iiou of the former, the entire Width of the shoulder may
be removed to a minimum depth of two (2) inches and replaced with a minimum of two (2) inches of A.C.
24. CONCRETE SIDEWALK OR CURB: All concrete sidewalks or curbs shall be saw -cut to the nearest control joint and replaced in conformance with applicable
provisions of the Orange County PFRD Standard Plans and Standard Specffrcarrons for Public Works Construction. Sidewalk removal and replacement shall be
to the satisfaction Of the Inspector,
25 CARE OF DRAINAGE: If the work herein contemplated shall interfere with established tlrainage, ample provision shall be made by the permittee to provide lot
it, as may be required by the Director '
All roadside tlrainage ditches shall be restored to original grades, and inlet and outlet ends of all culverts shall be loft [roe and dear
CONTINUED...
b F0250 -665 (R 12/97)
26. COMPLIANCE WITH TERMS OF PERMIT: P Ittea shall not make or cause to be matle any excav or construct, place upon, maintain, or leave any
obstruction or impediment to travel, or pile or4any material in or upon any highway, under the surfny highway, at any location or in any manner other
than that described in application as approv the Director. or contrary to terms of permit or of any stun of the Ordinance hsreinbelore reterenced.
Permittee agrees that if installation of any nature or kind placed in the excavation, fill or obstruction, for which permit is issued. which shall at any time in the lutura
interfere with use, repair, improvements, widening or Change of grade of highway, permittee or his successors or assigns. within ten (10) days after receipt Of
written notice from the Director to do so, will, at his own expanse, either remove such installation or relocate to a site which may be designated by the Director.
Permittee horsily agrees to do all work and otherwise comply with provisions of Orange County Codified Ordinances Title 6, Section 6 -1.1, at seq., as amended.
terms and conditions of this permit, and all applicable rules and regulations of the County of Orange. All work shall be performed in accordance with provisions
of this Ordinance and of all applicable laws, rules and regulations of Orange County and to the satisfaction of the Director.
After work has been- completed, all debris and excess material from excavation and backfill operations shall be removed from right of way and the roadway left
in a neat and orderly contlition. All approaches to private driveways and intersecting highways and streets shall be kept open to traffic at all times. Excess materials
which adhere to roadway surfacing, as a result of construction operations, shall be ramovad by approved methods to the satisfaction of the Director.
TRAFFIC
27. ARTERIAL HIGHWAY TRAFFIC LANES: Two -way traffic shall be maintained at all times. At no time between the hours of 7:00 a.m. and 8:30 a.m. and between
the hours of 4:00 p.m. and 6:00 p.m., Monday through Friday (excluding legal holidays), shall there be any obstruction of an arterial highway traffic lane. Said
restriction shall apply to vehicles. equipment. material, traffic control devices, excavation, stockpile or any other form of obstruction. Any exceptions must be
approved specifically by 'a traffic control plan and by county designated Supervising Construction Inspector.
28. PROTECTION OF TRAVELING PUBLIC: Permittee shall take adequate precautions for protection of the traveling public. Barricades, flashing amber lights and
warning signs, together with flagmen, where necessary, shall be placed and maintained in accordance with the State of California Manual of Traffic controls, For
Construction And Maintenance Work Zones until the excavation is rallied, the obstruction removed, and roadway Is sale for use of traveling public. The Director
may specify. as a condition of the issuance of the permit, safety devices or measures to be used by permittee, but failure of Director to so specify the devices
or measures to be used by permittee shall not relleva perrtliftee of his obligation hereunder:
Trenching for installation across any Intersecting roadway open to traffic shall be progressive. NOT more than one -hall (112) of the width of a traveled way shall
be disturbed at one lime, and the remaining width shall be kept open to traffic by bridging or backtiliing.
2g. SIGNALIZED INTERSECTION: Permittee shalt notify Orange County PFRD Traffic Engineering at 714. 834.3484 at least 72 hours In advance of any excavation
within one hundred (100) feet of a signalized intersection. Perminoo and/or his contractor shall assume cost and responsibility for maintaining existing and
temporary electrical systems or any other item or portion of work. as may be deemed necessary or advisable tot protection of highway and traveling public;and
payment of all costs incurred by the County of Orange in repairing facilities damaged during construction. Applicant shall immediately repair or replace any
damaged traffic Control devices and or striping facilities.
`PERMITTEE'S OBLIGATION
30. RESTORATION: APPLICANT SHALL RESTORE THE ROADWAY TO ITS ORIGINAL OR BETTER CONDITION AND CAUSE ANY PERMANENT PAVING TO BE
COMPLETED AS SOON AS POSSIBLE. Immediately upon completion of the work necessitating the excavation or obstruction authorized by any permit issued
pursuant to the aforementioned Ordinance, permittee shall promptly, and in a workmanlike manner, refill the excavation or remove the obstruction to the
satislaction of the Director.
It permittee fails or refuses to refill any excavation which he has made or remove any obstruction which he has placed on any highway, the Director may do so
and permittee shall promptly reimburse County the cost thereof. II at any time subsequent to first repair of a surface of a highway damaged or destroyed by any
excavation or obstruction in such highway, it becomes necessary again to repair such surface due to settlement or any ether cause directly attributable to such
excavation or obstruction, perminea shall pay 10 County the Cost of such additional repairs made by the Director. Cost shall be Computed by the Director as
provided in Sections 6.3.47 or Section 6 -3.49 of the aforementioned Ordinance, whichever, in the judgment of the Director, will most fairly compensate County
for expenses incurred by it.
31. PERMITTEE TO PAY DEFICIENCY: If any deposit is insufficient to pay all fees and costs herein provided, permittee shall, upon demand. pay to the Director an
amount equal to the deficiency.
32. EFFECT OF FAILURE TO PAY COSTS OF DEFICIENCY: If permittee, upon demand, fails to, pay any deficiency, as provided in Section 6.3.77 of the
- aforementioned Ordinance, or shall fall to pay any other casts due County hereunder for which no deposit has been made, County may recover same by an action
in any court of competent jurisdiction. Until such deficiency or costs are paid in full, a permit hereunder shall not hereafter be issued to permittee.
33. TAXABLE POSSESSORY INTEREST: Permittee acknowledges that a taxable possessory interest may have been created by this permit and that permittee may
be subject to payment of property taxes levied on such interest. (Reference is made to California Revenue and Taxation Code. Section 107, 107.4 and 107.6.)
34. ADDITIONAL COST: Any additional costs incurred by permittee incidental to this work NOT snown on the face at the permit. shall be borne by permittee.
35. COMPLIANCE Any CONDITIONS shown in regulations. attachments, and/or provisions of Codified Ordinances and all applicable laws, rules antl /Or regulations
of Orange County or any other regulatory governing agency pertinent to work on face of this permit MUST be complied with.
Section 6424 of the California Labor Code requires Contractors planning excavation or trench work to obtain a permit for such work from the State of California,
Department of industrial Relations. DIVISION OF INDUSTRIAL SAFETY.
CONDITION ORANGE COUNTY PUBLIC FACILITIES /RESOURCES DEPARTMENT DOES NOT PERFORM ANY INSPECTION UNDER THIS PERMIT
PERTAINING TO THE PROTECTION AND SAFETY OF PERSONNEL OR EQUIPMENT. THIS IS THE RESPONSIBILITY OF PERMITTEE.
Tne Director may. either at the time of the issuance of the permit or any time thereafter until the completion of the work, prescribe such additional conditions as
he may deem reasonably necessary for the protection of the highway or for the prevention of undue interference with traffic or to assure the safety of persons
using the highway.
Tne perminea shall make Proper arrangements satisfactory to the Director for and bear the cost of relocating any structure. public utility, tree, or shrub where
such relocation is made necessary by the proposed work for which a permit is issued. Permittee is aware of Ordinance No. 2717 concerning the registration and
disclosure of lobbyists .
CITY OF NEWPORT BEACH •
PUBLIC WORKS DEPARTMENT
P.O. BOX 1768
NEWPORT BEACH, CA 92658 -8915
FAX COVER SHEET
TO ALL BIDDERS
DATE: April 23, 2004
SUBJECT. 2003 -2004 Sewer and Storm Drain Improvements
Contract No. 3645
PHONE NUMBER: (949) 644 -3311 FAX NUMBER: (949) 644 -3318
NUMBER OF PAGES INCLUDING COVER SHEET. 2
Contractor License Classifrcation(s) required for this project. "A"
ATTACHED IS ADDENDUM NO. 2
SHEET NO. 6 FOR R- 5257 -S IS BEING MAILED
ALONG WITH ADDENDUM NO. 2 TODAY, APRIL 23,
2004.
THE BID DATE IS NOT CHANGING. THE BID DATE IS
STILL TUESDAY, APRIL 27TH AT 10:00 AM.
WELCOME TO PICK -UP ADDENDUM NO.
CITY OF NEWPORT BEACH PUBLIC
COUNTER IF YOU NEED IT IMMEDIATELY.
Please Notify Sender If Transmission Is Incomplete.
YOU ARE
2 AT THE
WORKS
0 0
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
ADDENDUM NO. 2
2003 -2004 SEWER AND STORM DRAIN IMPROVEMENTS
CONTRACT NO 3645
DATE: B
U a"QzQ1 r
Pu61ic Works D' -,tor
TO: ALLPLANHOLDERS
PLANS
A. Replacement of Sheet 6 for R- 5257 -S, with storm drain revisions. Attached is
a copy of the revised sheet 6 of Storm Drain Plan D- 5257 -S with inlet
modifications.
PROPOSAL
B. Delete quantity from item Number C 11 and replace with 70 Tons_
Bidders must sign this Addendum No. 2 and attach it to the bid proposal. No bid
will be considered unless this signed Addendum No. 2 is attached.
I have carefully examined this Addendum and have
included full payment in my Proposal.
GCf Cons+ruC41oin ,Tnc
Sidder's Name (Please Print)
4 -21 -oy
Date
Authori ed Signature &Title F,pUCQ e)enne-N -SeC• Tres.
f\users \pbwlshared\contracts \fy 03- 04 \03 -04 sewer & storm drain improvements c- 36451addend=412.doc
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
2003 -2004 SEWER AND STORM DRAIN IMPROVEMENTS
CONTRACT NO. 3645
INFORMATION REQUIRED OF BIDDER
Bidder certifies under penalty of perjury under the laws of the State of California that the
following information is true and correct: ff
Name of individual Contractor, Company or Corpo/r�ation: GCT Con4ruC'� io-n, TnC .
Business Address:-2-L45 1� ISc ke r O V i. � � -L I Cosa McSU,9Z ( 2 b
Telephone and Fax Number: 119-0157-02-63 Fak - 7 l W - 5u0- 1 148
California State Contractor's License No. and Class:--7 5535 (D CJ Q55 R
(REQUIRED AT TIME OF AWARD)
Original Date Issued: I0-31-gS Expiration Date: I b -3 I- 01
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:
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 '2-L45 Fischerr 6-3Telephole 1q
F rru 1) - Gi I IeSnie - -PreSldenf- C OS+a Mesa CR.R2(o2& 95'7 -0)233
R harJ L..7irrelI -Vice Pt- esid2�1�-
II 11
- 3ecre
Corporation organized under the laws of the State of l,Q n i 4L-
16
Y 1,
The dates of any voluntary or involuntary bankruptcy judgments against any principal
having an interest in this proposal are as follows:
X
All company, corporate, or fictitious business names used by any principal having
interest in this proposal are as follows:
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;
Briefly summarize the parties' claims and defenses;
NIA
Have you ever had a cod tract terminated by the ownerlagency? If so, explain.
Have you ever failed to Complete a project? If so, explain.
For any projects you have been involved with in the last 5 years, did you h ave a ny
claims or actions by any outside agency or individual for labo compliance (i.e. failure to
pay prevailing wage, falsifying certified payrolls, etc.)? Yes /�
Are any claims or actions unresolved or outstanding? Yes /9
17
0 0
If yes to any of the above, explain. (Attach additional sheets, if necessary)
Failure of the bidder to provide ALL requested information in a complete and accurate
manner may be considered non - responsive.
'Ter rut -D. Gi hesoie - I?res' den+
(Print naiiie of Owner or Presides
of Corporation /Compan )
GUT C�on'5+ru ton, Zinc c
Bidder Authori d Signature/Title Flo jJ f3PrtYye - JeC Tres•
ecre -6ru Treasurer
Title
H -ZID -oy
Date
Subscribed and sworn to before me this .2J-044L' day of
JANET L RUSSELL
Commission! 1335385
? *myComm.E*knDec21,2W5 Notary Public - Ca fornia
Orange County
lu
SON
.I
WN
III �A
_ 4
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
2003 -2004 SEWER AND STORM DRAIN IMPROVEMENTS
CONTRACT NO. 3645
NOTICE TO SUCCESSFUL BIDDER
The following Contract Documents shall be executed and delivered to the Engineer within
ten (10) days (not including Saturday, Sunday and Federal holidays) after the date shown on the
"Notification of Award" to the successful bidder:
• CONTRACT WITH REQUIRED INSURANCE CERTIFICATES AND ENDORSEMENTS
• LABOR AND MATERIALS PAYMENT BOND
• FAITHFUL PERFORMANCE BOND
The City of Newport Beach will not permit a substitute format for these Contract
Documents. Bidders are advised to review their content with bonding, insuring and legal agents
prior to submission of bid. Original Certificate(s) of Insurance, General Liability Insurance
Endorsement, and Automobile Liability Insurance Endorsement shall be provided as
required by the Contract documents and delivered to the Public Works Department within
ten (10) working days after the date shown on the Notification of Award to the successful
bidder.
The Labor and Materials Payment Bond and Faithful Performance Bond shall be issued by
an insurance organization be 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.
Pursuant to Public Contract Code Section 22300, appropriate securities may be
substituted for any monies to be withheld to ensure performance under the Contract.
Insurance companies affording coverage shall be (1) currently authorized by the Insurance
Commissioner to transact business of insurance in the State of California, and (2) assigned
Policyholders' Rating A (or higher) and Financial Size Category Class VII (or larger) in accordance
with the latest edition of Best's Key Rating Guide: Property - Casualty. Coverages shall be
provided as specified in the Standard Specifications for Public Works Construction, except as
modified by the Special Provisions. Certificates of Insurance and additional insured
endorsements shall be on the insurance company's forms, fully executed and delivered with the
Contract. The Notice to Proceed will not be issued until all contract documents have been
received and approved by the City.
19
0 0
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
2003 -2004 SEWER AND STORM DRAIN IMPROVEMENTS
CONTRACT NO. 3645
CONTRACT
THIS AGREEMENT, entered into this h day of mo, 2004, by and between the CITY OF
NEWPORT BEACH, hereinafter "City," and GCI Construction, Inc., hereinafter "Contractor,"
is made with reference to the following facts:
WHEREAS, City has advertised for bids for the following described public work:
2003 -2004 SEWER AND STORM DRAIN IMPROVEMENTS
The work necessary for the completion of this contract consists of distributing notices to
affected residents; traffic control, removing interfering portions and abandoning in place
existing sewer and storm drain facilities, removing and replacing selected failed portions of
sewer main and storm drain facilities, pipebursting existing sewer main, constructing storm
drain inlets, junction structures, sewer manholes, and restoration of affected surface
improvements such as asphalt concrete pavement, sidewalks, curb and gutters, curb access
ramps, and restoration of landscaping improvements.
Contract No. 3645
WHEREAS, 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, City and Contractor agree as follows
A. 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, Faithful Performance Bond, Labor and Materials Payment
Bond, Permits, General Conditions, Standard Special Provisions and Standard Drawings,
Plans and Special Provisions for Contract No. 3645, Standard Specifications for Public
Works Construction (current adopted edition and all supplements) and this Agreement,
and all modifications and amendments thereto (collectively the "Contract Documents ").
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.
B. 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.
20
i
C. COMPENSATION 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 Seven hundred thirty thousand, two
hundred fifty -five and 001100 ($730,255.00).
This compensation includes:
(1) Any loss or damage arising from the nature of the work,
(2) Any loss or damage arising from any unforeseen difficulties or obstructions in the
performance of the work,
(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.
D. 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.
E. WRITTEN NOTICE Any written notice required to be given under the Contract
Documents shall be performed by depositing the same in the U.S. Mail, postage prepaid,
directed to the address of Contractor and to City, addressed as follows:
CITY
City of Newport Beach
Public Works Department
3300 Newport Boulevard
Newport Beach, CA 92663
Attention: Stephen J. Luy or Sean Crumby
(949) 644 -3311
CONTRACTOR
GCI Construction, Inc.
245 Fischer Ave., B -3
Costa Mesa, CA 92626
714 -957 -0233
714- 540 -1148 Fax
F. LABOR CODE 3700 LIABILITY INSURANCE Contractor, by executing this Contract,
hereby certifies:
"I am aware of the provisions of Section 3700 of the Labor Code which requires every
employer to be insured against liability for Workers' Compensation or undertake self -
insurance in accordance with the provisions of the Code, and I will comply with such
provisions before commencing the performance of the work of this Contract."
G. INSURANCE Insurance is to be placed with insurers with a Best's rating of no less
than A:VII and insurers must be a California Admitted Insurance Company.
Contractor shall furnish City with original certificates of insurance and with original
endorsements effecting coverage required by this Contract. The certificates and
endorsements for each insurance policy are to be signed by a person authorized by that
21
•
insurer to bind coverage on its behalf. All certificates and endorsements are to be
received and approved by City before work commences. City reserves the right to
require complete, certified copies of all required insurance policies, at any time.
Contractor shall procure and maintain for the duration of the contract insurance against
claims for injuries to persons or damages to property, which may arise from or in
connection with the performance of the work hereunder by Contractor, his agents,
representatives, employees or subcontractors. The cost of such insurance shall be
included in Contractor's bid.
1. Minimum Scope of Insurance
Coverage shall be at least as broad as:
a) Insurance Services Office Commercial General Liability coverage "occurrence"
form number CG 0002 (Edition 11/85) or Insurance Services Office form number
GL 0002 (Edition 1/73) covering Comprehensive General Liability and Insurance
Services Office form number GL 0404 covering Broad Form Comprehensive
General Liability.
b) Insurance Services Office Business Auto Coverage form number CA 0002 0287
covering Automobile Liability, code 1 "any auto" and endorsement CA 0029 1288
Changes in Business Auto and Truckers Coverage forms - Insured Contract.
c) Workers' Compensation insurance as required by the Labor Code of the State of
California and Employers Liability insurance.
2. Minimum Limits of Insurance
Coverage limits shall be no less than:
a) General Liability: $1,000,000.00 combined single limit per occurrence for bodily
injury, personal injury and property damage. If Commercial Liability Insurance or
other form with a general aggregate limit is used, either the general aggregate
limit shall apply separately to this project/location or the general aggregate limit
shall be twice the required occurrence limit.
b) Automobile Liability: $1,000,000.00 combined single limit per accident for bodily
injury and property damage.
c) Workers' Compensation and Employers Liability: Workers' compensation. limits
as required by the Labor Code of the State of California and Employers Liability.
3. Deductibles and Self- Insured Retentions
Any deductibles or self- insured retentions must be declared to and approved by City.
At the option of City, either: the insurer shall reduce or eliminate such deductibles or
self- insured retentions as respects City, its officers, officials, employees and
volunteers; or Contractor shall procure a bond guaranteeing payment of losses and
related investigations, claim administration and defense expenses.
22
4. Other Insurance Provisions
The policies are to contain, or be endorsed to contain, the following provisions:
a) General Liability and Automobile Liability Coverages
City, its officers, agents, officials, employees and volunteers are to be
covered as additional insureds as respects: liability arising out of activities
performed by or on behalf of Contractor, including the insured's general
supervision of Contractor; products and completed operations of Contractor;
premises owned, occupied or used by Contractor; or automobiles owned,
leased, hired or borrowed by Contractor. The coverage shall contain no
special limitations on the scope of protection afforded to City, its officers,
officials, employees or volunteers.
ii. Contractor's insurance coverage shall be primary insurance and /or primary
source of recovery as respects City, its officers, officials, employees and
volunteers. Any insurance or self- insurance maintained by City, its officers,
officials, employees and volunteers shall be excess of the Contractor's
insurance and shall not contribute with it.
iii. Any failure to comply with reporting provisions of the policies shall not affect
coverage provided to City, its officers, agents, officials, employees and
volunteers.
iv. Contractor's insurance shall apply separately to each insured against whom
claim is made or suit is brought, except with respect to the limits of the
insurer's liability.
v. The insurance afforded by the policy for contractual liability shall include
liability assumed by contractor under the indemnification /hold harmless
provision contained in this Contract.
b) Workers' Compensation and Employers Liability Coverage
The insurer shall agree to waive all rights of subrogation against City, its officers,
agents, officials, employees and volunteers for losses arising from work
performed by Contractor for City.
c) All Coverages
Each insurance policy required by this clause shall be endorsed to state that
coverage shall not be suspended, voided, canceled, rescinded by either party,
reduced in coverage or in limits except after thirty (30) days' prior written notice
by certified mail, return receipt requested, has been given to City.
All of the executed documents referenced in this contract must be returned within
ten (10) working days after the date on the "Notification of Award," so that the City
may review and approve all insurance and bonds documentation.
5. Acts of God
Pursuant to Public Contract Code Section 7105, Contractor shall not be responsible for
the repairing and restoring damage to Work, when damage is determined to have
been proximately caused by an Act of God, in excess of 5 percent of the Contract
amount provided that the Work damaged is built in accordance with the plans and
specifications.
23
• 0
6. Right to Stop Work for Non - Compliance
City shall have the right to direct the Contractor to stop work under this Agreement
and/or withhold any payment(s), which become due to Contractor hereunder until
Contractor demonstrates compliance with the requirements of this article.
H. RESPONSIBILITY FOR DAMAGES OR INJURY
City and all officers, employees and representatives thereof shall not be responsible in
any manner: for any loss or damages that may happen to the Work or any part
thereof; for any loss or damage to any of the materials or other things used or
employed in performing the Work, for injury to or death of any person either workers or
the public; or for damage to property from any cause arising from the construction of
the work by Contractor, or its subcontractors, or its workers, or anyone employed by it.
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 the Contractor.
3. Contractor shall indemnify, hold harmless, and defend City, its officers and employees
from and against (1) any and all loss, damages, liability, claims, allegations of liability,
suits, costs and expenses for damages of any nature whatsoever, including, but not
limited to, bodily injury, death, personal injury, property damages, or any other claims
arising from any and all acts or omissions of Contractor, its employees, agents or
subcontractors in the performance of services or work conducted or performed
pursuant to this Contract; (2) use of improper materials in construction of the Work; or,
(3) any and all claims asserted by Contractor's subcontractors or suppliers on the
project, and shall include reasonable attorneys' fees and all other costs incurred in
defending any such claim. Contractor shall not be required to indemnify City from the
sole negligence or willful misconduct of City, its officers or employees.
4. 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.
5. Nothing in this article, nor 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 in H.3, above.
6. The rights and obligations set forth in this Article shall survive the termination of this
Contract.
I. 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.
J. CONFLICT If there is a conflict between provisions of this Contract and any other
Contract Document, the provisions of this Contract shall prevail.
24
0 0
K. 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.
IN WITNESS WHEREOF, the parties hereto have caused this contract to be executed the day
and year first written above.
APPROVED AS TO FORM:
ATTORNEY CITY //
25
CITY OF NEWPORT BEACH
A Municipal Corporation
Mayor
GCI CONSTRUCTION, INC.
By:
Authotl2ed Signature and Title FIocJ. d 13enheh
S,ec. Treas
All
AC"RU]t RTIF.ai 11A. LT
..........
.... .... . .
ti ...... . Date lmmMtlfYY!
Pm er (714) 2 89 -767 6
Seltzer Insurance Service
1524 East Mayfair Avenue
Orange, CA 92867
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.
THIS CERTIFICATE DOES NOT AMEND. EXTEND OR ALTER THE
COVERAGE AFFORDED BY THE POLICIES BELOW.
COMPANIES AFFORDING COVERAGE
Company Lexington Insurance Company
r
A AT9 'rouj�
Company Lincoln General Insurance Company
B
Insured nCIC002-DEB
GCI Construction, Inc.
CME, Inc.
Pacific Equipment, L.L.C.
company National Union Fire Insurance Co.
C ATG
245 Fischer Ave. Suite B-3
Company D State Compensation Ins Fund
rncli-= M�QA rA 92999
D V. T?i rp-man n
.. ........
. . .. . .. . ",
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW
HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION
OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH
THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE
AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL
THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS
SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
POLICY
POLICY
CO
LTR
TYPE 01 INSURANCE
POLICY NUMBER
EFFECTIVE
DATE
EXPIRATION
DATE
LIMITS
ENERAL LIABILITY
General A,goigrna
2,000 000
Producur-Compleved Ops Agg
'i , 10,10, 0 000
A
Commercial General Liability
Claims Mad maccur
2845342
04/01/04
04/01/05
Personal & Advertising Injury
s 0 000
Each Occurrence
1,000, QQQ
0,yree's & Comecicd'. Protective
Fire Damage lady I lihd
Proj Aga
X5Per
TT
Medical Ex pmnse (any one person!
$ Is onn
B
AUTOMOBILE
LIABILITY
Any Auto
2510004883-0
04/01/04
04/01/05
Combine Single Limit
a 1,000,000
Bodily Injury
(per pNr.nI
$
All Owned Auto.,
Scheduled Autos
Bodily Injury
(per accident)
$
Hired Awes
NoreOwned A
Property Damage
a
Comas /Coll Ded
$ 1,000
GARAGE LIABILITY
Auto Only - Erog Accident
a
Other Than Auto Only
Any Auto
Each Addid.m.
Allhegate
CESS LIABILITY
Eadin Occurrence
s 1,000,000
A,plaqate
C
umbrella Form
40U,ther
BE5683769
04/01/04
04/01/05 5
Than Umbrella Form
$
WORKERS' COMPENSATION
-
Stamtary limit Diner"
EL Each Accident
D
EMPLOYERS' LIABILITY
046-13132-04
03/17/04
03/17/05
EL Disease-Policy Limit
1 nnn nnn
The Pnoprialul Incl
preo's/E.sernive
'd
1011i..'s am: PExel
I
-Ea Ere
I EL Disease cloves
.000-000
E
OTHER
IM / E iipment
u
Leased%red/Ren
MX198401780
04/01/04
04/01/05
(ph Limit $ 770 000
3.Mit $1001000/5,000
DESCRIPTION OF OPERATIONS/LOCATIONSIVEHICLrS/SPECIAL ITEMS
lertificate Holder, its officers, agents, officials employees and volunteers
are named Additional Insured(s) as per attached endorsement recruired b�
-ontract with respect to work performed under contract 3645 2603/200 Sewer
and Storm Drain Improvements.
job #171
1,AAMP
. ... ........
...... .
14C
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL E� MAIL
3 0- DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
City Of Newport Beach
Public Works Department
3300 Newport Boulevard
Newport Beach, CA 92663
Attn: Shauna Oyler
LEFT,
Authorized Representative
. ..... .... . .........
—.4 C
A"D
ONDORSEMENT # 0140
This endorsement, effective 12:01 AM: 04/01/2004
Forms a part of policy no.: 2845342
Issued to: GCI Construction, Inc.
By: Lexington Insurance Company
THIS ENDORSEMENT CHANGES THE POLICY, PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED — OWNERS, LESSEES OR CONTRACTORS (FORM B)
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
NAME OF PERSON OR ORGANIZATION:
CITY OF NEWPORT BEACH,
ITS OFFICERS, AGENTS, OFFICIALS,
EMPLOYEES AND VOLUNTEERS
3300 NEWPORT BOULEVARD
NEWPORT BEACH, CA 92658
PROJECT/JOB: CONTRACT NO.3645
200312004 SEWER AND STORM DRAIN IMPROVEMENTS
(If no entry appears above, information required to complete the endorsement will be shown in the
Declarations as applicable to this endorsement.)
WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization shown
in the above schedule, but only with respect to liability arising out of your work for that insured by or for
you.
IT IS FURTHER AGREED THAT THIS POLICY IS PRIMARY AS RESPECT ANY INSURANCE
MAINTAINED BY THE ADDITIONAL INSURED AND THAT SUCH INSURANCE MAINTAINED BY THE
ADDITIONAL INSURED IS EXCESS AND NON - CONTRIBUTORY WITH THIS POLICY AS RESPECTS
TO WORK PERFORMED BY THE NAMED INSURED.
IT IS FURTHER AGREED THAT THE INSURANCE COMPANY SHALL AFFORD OR PROVIDE THIRTY
(30) DAYS WRITTEN NOTICE OF CANCELLATION TO THE INSURED IN THE EVENT OF
CANCELLATION OR MATERIAL REDUCTION IN COVERAGE.
LX0669 (01195)
Authorized RqMsentative OR
Countersignature (in co s where applicable)
0
BROKER COPY
STATE P.O. BOX 420807, SAN FRANCISCO, CA 94142 -0807
COMPENSATION
INSURANCE
FUND CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
ISSUE DATE: 04 -29 -04 GROUP: 046
POLICY NUMBER: 13132 -2004
CERTIFICATE ID: -099
CERTIFICATE EXPIRES' 03 -17 -2005
03- 17- 2004703 -17 -2005
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
3300 NEWPORT BOULEVARD
NEWPORT BEACH, CA 92658
JOB: #3645 SEWER AND STORM DRAIN
IMPROVEMENTS
This is to certify that we have issued a valid Workers Compensation Insurance policy in a form approved by the California
Insurance Commissioner to the employer named below for the policy period indicated.
This policy is not subject to cancellation by the Fund except upon 30 days advance written notice to the employer.
We will also give you 30 days advance notice should this policy be cancelled prior to its normal expiration
This certificate of insurance is not an insurance policy and does not amend, extend or after the coverage afforded by the
policies listed herein. Notwithstanding any requirement, term or condition of any contract or other document with
respect to which this certificate of insurance may be issued or may pertain, the insurance afforded by the policies
described herein is subject to all the terms, exclusions, and conditions, of such policies.
t
,d,c.D&
PRESIDENT
EMPLOYER'S LIABILITY LIMIT INCLUDING DEFENSE COSTS: $1,000,000 PER OCCURRENCE_
ENDORSEMENT #0015 ENTITLED ADDITIONAL INSURED EMPLOYER EFFECTIVE 03 -17 -2004 IS
ATTACHED TO AND FORMS A PART OF THIS POLICY. NAME OF ADDITIONAL INSURED:
CITY OF NEWPORT BEACH
ENDORSEMENT #2065 ENTITLED CERTIFICATE HOLDERS' NOTICE EFFECTIVE 03 -17 -2004 IS
ATTACHED TO AND FORMS A PART OF THIS POLICY.
ENDORSEMENT #2570 ENTITLED WAIVER OF SUBROGATION EFFECTIVE 03 -17 -2004 IS
ATTACHED TO AND FORMS A PART OF THIS POLICY. THIRD PARTY NAME:
CITY OF NEWPORT BEACH
EMPLOYER
PACIFIC EQUIPMENT, LLC AND /OR GCI CONSTRUCTION, INC
AND /OR CME CORP AND /OR WME, INC
245 FISCHER AVE STE B3
COSTA MESA, CA 92626
(DV,SPI
PRINWD:01- 24M(P!
SCIF 10262E Accept this certificate mly it you see a faint walerm that reads 'OFFICIAL STATE FUND DOCUMENT" PAGE 1 OF 1
05/07/2004 13:44 7142890503 PAGE 02102
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY
ADDITIONAL INSURED - BUSINESS AUTO
POLICY NUMBER:
ENDORSEMENT
EFFECTIVE:
ENDORSzMzNT NO. _901
COMPANY:
251006375 -0 04/01/04 LINCOLN GENERAL
INSURANCE COMPANY
NAMED INSURED:
GCI CONSTRUCTION, INC.
COVERED PARTS AFFECTED:
AUTHORIZED REPRESENTATIVE:
SELTZER INSURANCE SVC
U-==,
IT IS HERESY UNDERSTOOD AND AGREED THAT THE FOLLOWING AMENDMENT TO
THE DEFINITION OF -INSUREDS" SHALL INCLUDE THE ENTITY DESIGNATED BELOW
BUT ONLY TO THE EXTENT IT FALLS WITHIN THE AMENDED DEFINITION
ADDITIONAL INSURED NAME:
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
ITS OFFICERS, AGENTS, OFFICIALS,
EMPLOYEES AND VOLUNTEERS
It is further agreed that this policy is primary as respect to any insurance maintained by
the additional insured and that such insurance of the additional insured is excess and
non - contributory.
THE DEFINITION OF "INSUREDS" IS AMENDED TO INCLUDE:
"ANY PERSON OR ORGANIZATION WHO IS LE 41LY RESPONSIBLE FOR THE
"USE" OF THE INSURED AUTOMOBILE BY THE NAMED INSURED, ITS
EMPLOYERS, OR ANY PERSON USING THE INSURED AUTOMOBILE WITH
TUB NAMED INSUREDS PERMISSION"
THE TERM "USE" WHEN APPLIED TO A MOTOR VEHICLE SHALL ONLY MEAN
OPERATING, MAINTAINING, LOADING OR UNL*ADING A MOTOR VEHICLE.
AA Al 0"
MAY -05 -2004 WE/D} 03:2n5 PM FAX NO. P. 01
Fax #
CERTIFICATE OF INSURANCE
CHECKLIST
City of Newport Beach
This checklist' iN f requirements as outlined by the City of Newport
Date Received: D /Contact R c iv From Date any /Perso Sent to:� f�� Company/Person rehave certificate: � Wm
_f_4
GENERAL LIABILITY
A. INSURANCE COMPANY: n j�
S. AM BEST RATING (A: VII or greater):
C. ADMITTED Company (Must be California Admitted):
Is Company admitted in California? Ye ❑ No
D. LIMITS (Must be $1M or greater): What is limit provided? M L
E. PRODUCTS AND COMPLETED OPERATIONS (Must include): Is it included? Yes ❑ No
F. ADDITIONAL INSURED WORDING TO INCLUDE (The City its
officers, officials, employees and volunteers): is it included? Yes ❑ No
G. PRIMARY & NON -CONTRIBUTORY WORDING (Must be included):
Is it included? 'Yes ❑ No
H. 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 No
I. NOTIFICATION OF CANCELLATION: Although there is a provision that requires notification
cancellation by certified mail; per Lauren Farley, the City will accept the endeavor wording.
H. AUTOMOBILE LIABILITY
A. INSURANCE COMPANY: ��I������P�I��
B. AM BEST RATING (A: VII or greater)
C. ADMITTED COMPANY (Must be California Admitted,
Is Company admitted in California? Yes ❑ No
D. LIMITS (Must be $1M min. Bl & PD and $500,000 UM): What is limits provided? ��I ry)
r E. ADDITIONAL INSURED WORDING TO INCLUDE (The City its
officers, officials, employees and volunteers): is it included? ❑ Yes No
F. PRIMARY & NON - CONTRIBUTORY WORDING (For Waste Haulers 0
.Is it included? �7tArequires ❑ Yes ❑ No
G. NOTIFICATION OF CANCELLATION: Although there is a provision th notification of
cancellation by certified mail; per Lauren Farley, the City will accept the endeavor wording.
I1L WORKERS' COMPENSATION
A. INSURANCE COMPANY:
B. AM BEST RATING (A: VII or greater):
C. LIMITS: Statutory
D. WAIVER OF SUBROGATION (To include): Is
HAVE ALL ABOVE REQUIREMENTS BEEN MET?
,Yes ❑ No
❑ Yeg •brNo
0 0
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
PROPOSAL
2003 -2004 SEWER AND STORM DRAIN IMPROVEMENTS
CONTRACT NO. 3645
To the Honorable City Council
City of Newport Beach
3300 Newport Boulevard
Newport Beach, California 92663
Gentlemen:
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. 3645 in accord 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
RM-1-111-1 ICITrY'STORM,DRAIN ^IMPROVEMENTS M rT"
Al. Lump Sum
Mobiliz on
F'++ `rwoj
ao
5 a
@ �%1LtY1 Dollars
and
-- Cents
00
$
Per Lump Sum
�-
A2. Lump Sum
Traffic Control
@FUbw -%atCa ^ Dollars
and
Cents
00
$ q D00 -
Per Lump Sum
A3. 80 L.F.
Remove Existing and Install 8 ga.
27 "x43" C''AII PA w'/ Tr//enc�hJ Resurfacing
Re
@�{10.tTLLhr�nQf1(� Dol'" larsu
and
Cents
$ I'7D
00
$ 1 (oOO,
Per Linear Foot
0 i PR2of 11
ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL
AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE
A4. 65 L.F. Remove Existing and Install 8 ga.
27k43" CAPA w/ Landscaping
bra- H-( 4^ u�
@ Dollars
` and
- &— pc>
Cents $ ,, l
Per Linear Foot
A5. 25 L.F. Remove Existing and Install 8 ga.
31'x50" CAPA w/ Land caping
bra. 44w
@ r7Z it rpollars
and IQ W�
�- Cents 1-79
Per Linear Foot
A6. 125 L.F. Remove Existing and Install 8 ga.
13 "x22" CAPA w/ TrerIch Resurfacing
Or-
@ Dollars
and
-$r Cents $ 15 •o'
Per Linear Foot
AT 125 L.F. Remove Existing and Install 12" RCP,
D- 2o500w/ Trench esurfacing
@ A,VZ Dollars
and
oa
Cents
Per Linear Foot
A8. 65 L.F. Remove
0r_
WE
Linear Foot
18" RCP, D -2500
and
185 L.F. Remove Existing and Install 18" RCP,
D -2500 w/ Trench Reskrfacing
on¢ 4u..,dcP
@ Dollars
and
Cents
Per Linear Foot
$ o�a•S•`�
$
$ 1T•" oa
$ �D 7
$ i a5 S!
$ 1 5
0 0
PR3of 11
ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL
AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE
A10. 170 L.F. Remove Existing and Install 18" PVC,
SDR -35
@ ri t Dollars
and
�- Cents $ qo $ 15 M.-
Per Linear Foot
A11. 20 L.F.
Remove Existing and Install 18' PVC,
SDR -35 w/ Landscaping
01� l k*%0V tdl
@ t:Or Dollars
and
-�� Cents
$ Ho • _
$
$00 .�
Per Linear Foot
Al2. 1 EA.
Provide and Install Bollard
ok" hau.oa.0d
@rtVz 4kundhLCQ Dollars
and
�-�-- Cents
$ X500 . °—
$
00
Per Each
A13. 3 EA.
PCC Pie. .Collars W
Sb( Cj
@ T„enl
Dollars
_ and
Q
Q
�- Cents
o0
$ (oaO.-
$
00
► g o
Per Each
A14. 2 EA.
Remove and Construct PCC
Junction Structure 1
`1�'U1Ri2ihor+.0an
n
Dollars
and
—8� Cents
vo
$ ��•'
$
(D
Per Each
A15. 1 EA.
Re
Remove and Construct Side Inlet
nd
@ F 0-4- 4"14"CV Dollars
and
Cents
$ 5�W
$
J5Ot7 _°
Per Each
A16. 2 EA.
Remove and t L ocal Depression
Orw, - flnav0" / �
'C1onstr
@
Dollars
and
Cents
09
$ �0 ''
$
co
0t7'
Per Each
s
PR4 of 11
ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL
AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE
A17. 6 TONS Remove Constru 6 -inch AC Roadway
@ Dollars
and
b
Cents
Per Ton
A18. 1,200 S.F. Remove and Construct 8 -inch
Thick �P^C C Street Panels
@ FIt+4k,� Dollars
and pip
Cents $_
Per Square Foot
A19. 200 S.F. Remove and Construct 4 -inch
Thick PCC Channel Linings
@ Dollars
and bo
-� Cents $ 30. ^
Per Square Foot
A20. 430 S.F. Remove and Construct PCC Sidewalk
@ i7 1k Dollars
and p
Cents $ 0
Per Square Foot
A21
A22.
A23.
250 S.F. Remove and Construct PCC
Curb Access Ramp
@ �OY- +12,r Dollars
—'ey— and od
Cents $
Per Square Foot
100 L.F. Remove Existing and Construct Type "A"
PCC Curb and Gutter
@7 lr F Dollars
and
Cents
Per Linear Foot
13 EA. Install Storm Drain Filter
@ Dollars
and
Cents
Per Each
O�
$ y5
C, O an
$ 5 '�
$ !13aa°-
ow
$ g 000
()C)o. °o
$ ggo.6o
$ 3 ,150b °u
$ 5
• 0 PR 5 of 11
ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL
AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE
A24. Lump Sum Abandon Existing St or Drain
O nit rh F IIb�.t/J 0-4
@Ttt� LLnr�U Dollars
and
}� Cents
Per Lump Sum
A25. 40 L.F. Remove and Reinstall Chain
Link Fence
@ W g t K Dollars
� and
�
Cents
Per Linear Foot
A26. Lump Sum Construction
� Surveying
@F61.ut� I )nt4o -J Dollars
and
3' Cents
Per Lump Sum
$
Subtotal Price Items Al -A26
(Figures)
$ ag. b° -
00
$ 000,00
131. Lump Sum MQhjlizatign n; ftz
�
@ iU�oQYTi(<U� Dollars
and
Cents $ 0.
Per Lump Sum y� 1
B2. Lump Sum Traffic Control
E (ZU-e r-
@ Thou nn v,dr Dollars
and 00
-�- Cents $ 11 000- -
Per Lump Sum
B3. Lump Sum Preparation of Water Pollution Control Plan
Two Mn 1 &1�.o oX 'd�
@Toro t-ttAA -oJ- e0 Dollars
—e� and
Cents $ a, avc� °-
Per Lump Sum
0 0 PR 6 o 11
ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL
AND UNIT . PRICE WRITTEN IN WORDS PRICE PRICE
B4. 930 L.F. Remove Existing and Construct
8" VCP Sewer M mop
Or1A, 44u-n
@ C Dollars
and
—� Cents
Per Linear Foot
B5. 195 L.F.
0nL Hund^a(P
p� I&AHA+4A- L)Ot 14 rS
�_ wndl
C e rr}S
der :near Foo+-
B6. 2,500 S.F.
Pipeburst 8 -inch Sew
and
Centl
Per Linear .•
Remove and Reconstruct
8" PCC Pavement
.P,Uct Dollars
and
�r Cents
Per Square Foot
B7. 4,500 S.F. Remove and Reconstruct AC Pavement
Fauh.
@ Dollars
and
Cents
Per Square F t
B8. 3 EA. Construct Alley Approac
a2:uu-m �= 4k&ndAa0 Dollars
and
Cents
Per Each
B9. Lump Sum Remove and Replace Landscape
Improvements /n
@� i &9a0 4D0jJ Dollars
and
Cents
Per Lump Sum
Fa" ' B10. oa 6 jA.
F 1r., - Y—"— D
M
PR Each
Reconnect Sewer Lateral
'DOI Ica es Dollars
ou, lol and
C0,14S —� Cents
Per Each
$ 3(0 00 $ i acs, yso ='
1 70. 3311 50
v
$ I $ a7, 500.x"
L_— °a
$ FJ�
$ -300. V- $ (0c0.0-1,
$ 000 00
to
11 ��•
• 0 PR7of 11
ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL
AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE
B11. 7 EA. Construct 48 -inch SSMH per
CNB STD - 401 -L.
jhXu- ^ 1
@' Dollars
and
Cents
Per Each
B12. 3 EA. Remodel Existing 48 -inch SSMH
@bftCr MAzo.nd' // Dollars
and
Cents
Per Each
B13. Lump Sum Trench Excavation Safety Measures
@ Dollars
—� and
Cents
Per Lump Sum
B14. Lump Sum Construction Surveying /�
Fo-wt, Th m.4aand%
@ rLZ" Dollars
- er— and
Cents
Per Lump Sum
B15. Lump Sum Provide As -Built Drawings
@ Dollars
and
Cents
Per Lump Sum
$ 3a5, 580.00
Subtotal Price Items 131 -1315
(Figures)
$ �300. 00 $ 3 1 op °a
$1,000. op $ 3, 000.0=
31000. 00
I
$ 14,900.
$ 300.°=
PR 8 o 11
ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL
AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE
C1. Lump Sum Mobilization
For4�-
@T`in&d(lrld Dollars
and
Cents $ 40 j D00.00
Per Lump Sum
C2. Lump Sum Traffic Control
7L L,0 `rh otFq a v
@ P!U P Dollars
—4 �
and $ ,500. °
Per Lump Sum
C3. 2 EA. Abandon SSMH per Detail 4
on Sheet 3 n
T�l. T} HU00 -4d/�
@ I l W gu'.W d Dollars
and 00 o°
Cents $ �` $ 400. llb�
Per Each
C4. 1 EA. Remove SSMH Shaft, Frame, Cover,
and Base and backfill with sand
@ Ry1d/1 avj Dollars
and U po
Cents $ 000. $ 000•'
Per Each
C5. 6 L.F. Construct 8" VCP Sewer Main
with Trench Resurf tciDrig
�rtAlLQ �(J
@ Dollars
and
Cents $ 3a5. 5D ,()-L
Per Linear Foot
C6. 300 L.F. Construct 24" VCP Sewer Main
with Trench ResUrfaBeing
th
Ylu, LUA
@ ,r Dollars
and
Cents $ �(D7.� $ 50J I U0."
Per Linear Foot
® PR 9 o 11
ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL
AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE
C7. 4 EA. Construct 60 -inch SSMH per
O1SD STD. S -050 .
nt na ThhA.0 d%
@ R v-e AAnd6d Dollars Cl
Cents $ Cl , 5Oo � $ g o� o_
Per Each
C8. 1 EA. Construct 48 -inch SSMH per
NB STD- 401 -L.
ih rZ tR
@0 Dollars
and p $ 3 „o
Per Each Cents $ Od•
C9. 410 SF. Remove and Reconstruct 8"
PCC Cross Gutter
@If'tD�.1n Dollars
and
Cents $ $
Per Square Foot
C10. 6,800 SF. Cold Mill AC Pavement
@ —Pj —' Dollars L
and ,^n ¢ oU
Cents $ � $
Per Square 6bot
C11. 770 Tons Construct 1.5' AC Overlay T
@- Dollars
and ou
ICJ Cents $ LA Q
Per Ton
C12. Lump Sum Install Pavement Striping, Markings
and Pavement Markers
rw-o
Dollars rr�
and Cents $
Per Lump Sum
• i
PR 10 of 11
ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL
AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE
C13. Lump Sum Provide Dewatering
Sin _M �9
@ C Dollars
and pG
Cents $ �(Da .—
Per Lump Sum
C14. Lump Sum Trench cavation S fety Measures
o�-�
@ Dollars
and o°
Cents $ r
Per Lump Sum
C15. Lump Sum Construction Surveying
'�'4vy -a ih otA S aV1cQ
@ Fu-)b:44 t rtr id Dollars
and oo.
Cents $ 3
Per Lump Sum
C16. Lump Sum Provide As -Built Drawings
@ Dollars
and a'
Cents $ 30D.�
Per Lump Sum
$ 1 1 °I `7 8(0D.
Subtotal Price Items C1 -C16
(Figures)
0 0 PR110f11
ITEM QUANTITY ITEM DESCRIPTION AND UNIT UNIT TOTAL
AND UNIT PRICE WRITTEN IN WORDS PRICE PRICE
SEWER, BACKBAY SEWER AND STORM DRAIN
IMPROVEMENTS TOTAL PRICE IN WRITTEN WORDS
,lJ sue n �kaxl � I C� �1 r�IQh r 1� lU1tDQ TWD +"" '
Dollars
s
and
--t Cents
L4- 2(D-0L{
Date
�114)QS? -0233 (?1)590 -1198
Bidder's Telephone and Fax Numbers
_75535(o - Class
Bidder's License No(s).
and Classification(s)
(-i Ve.
$ `7 58, d.55. 00
55 .«0
Total Price Items Al -A26,
61 -1314, & C1 -C16
(Figures)
GCT Construchon ,`Tnc.
Bidder
idders Authorized Signature and Title Flo d i�enne#
Sec.29es.
a�5 f-isck -e r Rve. #13- 3f-c6, +a Messy
Bidder's Address GA • RZ&Z(o
FADSERStPBWISharedlContractsWY 03-04103 -04 SEWER 8 STORM DRAIN IMPROVEMENTS C-36451Sewer&SO Contract Do me TROPOSAL C- 3645.doc
Last saved by sroolmUK11120 0 4 11:25 AM
1:Wsem\obwl hamdrwnb Wastem\200 }2004 SEWER MAIN MASTER PLAN IMPROVEMENTS.dw
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PUBLIC WORKS DEPARTMENT
INDEX
FOR
SPECIAL PROVISIONS
2003 -2004 SEWER AND STORM DRAIN IMPROVEMENTS
CONTRACT NO. 3645
INTRODUCTION
PART 1--- GENERAL PROVISIONS
SECTION 2
SCOPE AND CONTROL OF THE WORK
2 -6
WORK TO BE DONE
2 -9
SURVEYING
2 -9.3
Survey Service
2 -9.6
Survey Monuments
SECTION 3
CHANGES IN WORK
3 -3
EXTRA WORK
3 -3.2
Payment
3 -3.2.3
Markup
SECTION 4
CONTROL OF MATERIALS
4 -1
MATERIALS AND WORKMANSHIP
4 -1.3
Inspection Requirements
4 -1.3.4
Inspection and Testing
SECTION 5
UTILITIES
5 -2
PROTECTION
5 -7
ADJUSTMENTS TO GRADE
5 -8
SALVAGED MATERIALS
SECTION 6
PROSECUTION, PROGRESS AND ACCEPTANCE
OF THE WORK
6-1
CONSTRUCTION SCHEDULE AND
COMMENCEMENT OF THE WORK
6-7
TIME OF COMPLETION
6 -7.1
General
1
1
1
1
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
4
4
6 -7.2
Working Days
4
6 -7.4
Working Hours
4
6-9
LIQUIDATED DAMAGES
5
SECTION 7
RESPONSIBILITIES OF THE CONTRACTOR
5
7 -7
COOPERATION AND COLLATERAL WORK
5
7 -8
PROJECT SITE MAINTENANCE
5
7 -8.5
Temporary Light, Power and Water
5
7 -8.6
Water Pollution Control
6
7 -8.6.1
Best Management Practices and Monitoring Program
6
7 -8.8
Sewer Flow Bypass
6
7 -9
PROTECTION AND RESTORATION OF
EXISTING IMPROVEMENTS
6
7 -10
PUBLIC CONVENIENCE AND SAFETY
7
7 -10.1
Traffic and Access
7
7 -10.2
Storage of Equipment and Materials in Public Streets
7
7 -10.3
Street Closures, Detours, Barricades
7
7 -10.4
Public Safety
8
7- 10.4.1
Safety Orders
8
7 -10.5
"No Parking" Signs
9
7 -10.6
Street Sweeping Signs
9
7 -10.7
Notice to Residents
9
7 -15
CONTRACTOR'S LICENSES
9
7 -16
CONTRACTOR'S RECORDS /AS BUILT DRAWINGS
9
SECTION 9
MEASUREMENT AND PAYMENT
10
9 -3
PAYMENT
10
9 -3.1
General
10
9 -3.2
Partial and Final Payment
19
PART 2 --- CONSTRUCTION MATERIALS
SECTION 201
CONCRETE, MORTAR, AND RELATED MATERIALS
20
201 -1
PORTLAND CEMENT CONCRETE
20
201 -1.1.2
Concrete Specified by Class
20
201 -2
REINFORCEMENT FOR CONCRETE
20
201 -2.2.1
Reinforcing Steel
20
201 -5
CEMENT MORTAR
20
201 -5.6
Quick Setting Grout
20
SECTION 207
207 -2
207 -2.1
207 -2.5
207 -13
207 -13.1
207 -17
207 -17.1
207 -18
207 -18.1
207 -18.5
207 -18.6
SECTION 214
214-4
214.5
SECTION 215
215 -1
SECTION 300
300 -1
300 -1.3
300 -1.3.1
300 -1.3.2
300 -1.5
SECTION 302
302 -5
302 -5.1
302 -5.4
302 -6
302 -6.6
SECTION 303
303 -5
• •
PIPE 20
REINFORCED CONCRETE PIPE
20
General
20
Joints
20
CORRUGATED ALUMINUM PIPE AND PIPE ARCHES
20
General
20
PVC PLASTIC PIPE
20
General
20
HIGH DENSITY POLYETHYLENE (H.D.P.E.) SOLID
WALL PIPE
21
General
21
Submittals
21
Warranty
21
PAVEMENT MARKERS
22
NONREFLECTIVE PAVEMENT MARKERS
22
REFLECTIVE PAVEMENT MARKERS
22
STORM DRAIN FILTERS
22
GENERAL
22
PART 3 - -- CONSTRUCTION METHODS
EARTHWORK
22
CLEARING AND GRUBBING
22
Removal and Disposal of Materials
22
General
22
Requirements
23
Solid Waste Diversion
23
ROADWAY SURFACING
23
ASPHALT CONCRETE PAVEMENT
23
General
23
Tack Coat
23
PORTLAND CEMENT CONCRETE PAVEMENT
23
Curing
23
CONCRETE AND MASONRY CONSTRUCTION 24
CONCRETE CURBS, WALKS, GUTTERS, CROSS
PART 4
SECTION 400 ALTERNATE ROCK PRODUCTS, ASPHALT
CONCRETE, PORTLAND CEMENT CONCRETE
AND UNTREATED BASE MATERIAL 26
400 -2 UNTREATED BASE MATERIAL 26
400 -2.1 General 26
400 -2.1.1 Requirements 26
APPENDIX A
CALTRANS ENCROACHMENT PERMIT
APPENDIX B
CALTRANS WATER POLLUTION CONTROL PLAN REQUIREMENTS
APPENDIX C
ORANGE COUNTY SANITATION DISTRICT SPECIAL PROVISIONS
GUTTERS, ALLEY INTERSECTIONS, ACCESS
RAMPS AND DRIVEWAYS
24
303 -5.1
Requirements
24
303 -5.1.1
General
24
303 -5.4
Joints
24
303 -5.4.1
General
24
303 -5.5
Finishing
24
303 -5.5.1
General
24
303 -5.5.2
Curb
24
SECTION 308
LANDSCAPE AND IRRIGATION INSTALLATTION
24
308 -1
GENERAL
24
SECTION 310
PAINTING
25
310 -5
PAINTING VARIOUS SURFACES
25
310 -5.6
Painting Traffic Striping, Pavement Markings, and Curb
Markings
25
310 -5.6.7
Layout, Alignment and Spotting
25
310 -5.6.8
Application of Paint
25
SECTION 312
PAVEMENT MARKER PLACEMENT AND REMOVAL
26
312 -1
PLACEMENT
26
PART 4
SECTION 400 ALTERNATE ROCK PRODUCTS, ASPHALT
CONCRETE, PORTLAND CEMENT CONCRETE
AND UNTREATED BASE MATERIAL 26
400 -2 UNTREATED BASE MATERIAL 26
400 -2.1 General 26
400 -2.1.1 Requirements 26
APPENDIX A
CALTRANS ENCROACHMENT PERMIT
APPENDIX B
CALTRANS WATER POLLUTION CONTROL PLAN REQUIREMENTS
APPENDIX C
ORANGE COUNTY SANITATION DISTRICT SPECIAL PROVISIONS
0 SP 1 OF 26
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT (r4104 SPECIAL PROVISIONS �•4
CONTRACT NO. 3645
INTRODUCTION
All work necessary for the completion of this contract shall be done in accordance with
(1) these Special Provisions; (2) the Plans (Drawing Nos. D- 5257 -5, S- 52025, & 5 -13-
1); (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 (2003 edition), including supplements; (5) OCSD Special
Provisions (included in Appendix B). Copies of the Standard Special Provisions and
Standard Drawings may be purchased at the Public Works Department. Copies of the
Standard Specifications may be purchased from 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 distributing notices to affected residents, traffic control, removing
interfering portions and abandoning in place existing sewer and storm drain facilities, removing
and replacing selected failed portions of sewer main and storm drain facilities, pipebursting
existing sewer main, constructing storm drain inlets, junction structures, sewer manholes, and
restoring affected surface improvements such as asphalt concrete pavement, sidewalks, curb and
gutters, curb access ramps, and landscaping. All construction for D- 5257 -S and S- 5202 -S shall
reference these special provisions and all construction for 5-13 -1 shall reference Appendix B.°
2 -9 SURVEYING
2 -9.3 Survey Service. Add to this section: "The Contractors 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 filing of a Corner Record and /or a Record of Survey with the County
Surveyor's Office is required after the Work completion.
11
• SP 2 OF 26
All existing street centerline ties and property comer monuments are to be preserved.
The Contractor shall be responsible for the cost of restoring all survey ties and /or
monuments damaged by the Work."
2 -9.6 Survey Monuments. 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
City will have the affected survey monuments restored per records and file a Record of
Survey with the County of Orange at the Contractor's sole expense.
SECTION 3 - -- CHANGES IN WORK
3 -3 EXTRA WORK
3 -3.2 Payment
3 -3.2.3 Markup. Replace this section with,
"(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 ............. ............................... 20
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, 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 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."
SECTION 4 - -- CONTROL OF MATERIALS
4 -1 MATERIALS AND WORKMANSHIP
4 -1.3 Inspection Requirements
4 -1.3.4 Inspection and Testing. All material 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
SP 3 OF 26
parts and shall give the Engineer timely (48 hours minimum) notice of the Contractor's
readiness for inspection.
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 his work, such tests and inspections shall be paid for
by the Contractor.
SECTION 5 - -- UTILITIES
5 -2 PROTECTION. Add the following: "In the event that an existing pull or meter
box or cover is damaged by the work and is not re- useable, the Contractor shall provide
and install a new pull or meter box or cover of identical type and size at no additional
cost to the City."
5 -7 ADJUSTMENTS TO GRADE. The Contractor shall adjust to finish grade City-
owned water meter boxes, water valve covers, sewer manholes, sewer cleanouts and
survey monuments.
For adjustment of Southern California Edison, The Gas Company, Pacific Bell, cable
television, and other utility facilities to the finish grade, the Contractor shall submit to the
Engineer a written request specifying facilities to be adjusted. The City will contact
each utility company and request the utility company to adjust its facilities per the
franchise agreement and asking the utility company to coordinate the adjustments with
the City's contractor. The Contractor shall then coordinate with each utility company for
the adjustment of these facilities.
5 -8 SALVAGED MATERIALS. The Contractor shall salvage all existing corrugated
metal storm drain pipe. Salvaged materials shall be delivered to the City's Utility Yard
at 949 West 16th Street. The Contractor shall make arrangements for the delivery of
salvaged materials by contacting Mr. Ed Burt, Utilities Superintendent, at (949) 718-
3402.
SECTION 6 - -- PROSECUTION. PROGRESS AND ACCEPTANCE OF THE WORK
6 -1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK. Add to
this section: "The time of completion as specified in Section 6 -7, shall commence on the
date of the 'Notice to Proceed'."
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 commencing any work. Schedule may
be bar chart or CPM style.
0 • SP4OF26.
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 he has exerted extra effort to meet his original schedule and has demonstrated that
he will be able to maintain his approved schedule in the future. Such stoppages of work
shall in no way relieve the Contractor from his 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.
For the construction of the storm drain line within the easement at limits 115 Kings
Place, the City will provide one -week notice to the Contractor prior to the
completion of the house demolition at 115 Kings Place. As soon as access is
available, the Contractor shall immediately proceed with installing the storm drain
pipe, structures and appurtances within the easement. The Contractor shall
complete the storm drain installation in the easement within 5 working days."
6 -7 TIME OF COMPLETION
6 -7.1 General. Add to this section: "The Contractor shall complete all work
under the Contract within 100 consecutive working days after the date on the
Notice to Proceed.
Work on Old Newport Boulevard and Bayside Drive shall not be started prior to
September 7, 2004.
It shall be the Contractors responsibility to ensure the availability of all material 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."
6 -7.2 Working Days. Revise 3) to read: "any City holiday, defined as January 1n,`
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 4' and 5', the first
Monday in September (Labor Day), November 11th (Veterans Day), the fourth Thursday
in November (Thanksgiving), December 24"', (Christmas Eve — half day),
December 25" (Christmas), and December 3151(New Year's Eve — half day)."
6 -7.4 Working Hours. Normal working hours are limited to 8:00 a.m. to 4:30 p.m.,
Monday through Friday. Working hours for Bayside Drive are limited to 9:00 a.m.
to 3:00 p.m.
The Contractor, his 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, he must first obtain
special permission from the Engineer. The request may be for 4:30 p.m. to 6:30 p.m.
on weekdays or 8:00 a.m. to 6 p.m. on Saturday only. A request for working during any
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of these 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 $60.00 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
$500.
Revise paragraph two, sentence one, to read: "Execution of the Contract shall
constitute agreement by the Agency and Contractor that $500 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
inconvenience to residences, businesses, vehicular and pedestrian traffic, and the
public as a result of construction operations.
SECTION 7 - -- RESPONSIBILITIES OF THE CONTRACTOR
7 -7 COOPERATION AND COLLATERAL WORK. Add to this section: "City forces will
perform all shut downs of water facilities as required. The Contractor shall give the City
seven calendar days notice of the time he desires the shut down of facilities to take
place.
A four -hour shut down of water facilities during the daytime hours of 10:00 a.m. to 2:00
p.m. or a six -hour shut down between the hours of 11:00 p.m. to 5:00 a.m. will be
allowed. The Contractor will be responsible for completing all water connections within
the time period allowed. The times and dates of any utility to be shut down must be
coordinated with the City of Newport Beach, Utilities Department. The City must
approve any nighttime work in advance."
7-8 PROJECT SITE MAINTENANCE
7 -8.5 Temporary Light, Power and Water. Add to this section: "If the Contractor
elects to use City water, he shall arrange for a meter and tender an $813 meter deposit
with the City. Upon return of the meter to the City, the deposit will be returned to the
Contractor, less a quantity charge for water usage and 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."
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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."
7 -8.6.1 Best Management Practices and Monitoring Program. 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 marine waters.
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 sawcutting.
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 the BMP plan will result in immediate cleanup by City Forces and
the back charging of the Contractor for all costs plus 15 percent.
7 -8.8 Sewer Flow Bypass. The contractor shall bypass all sewage flows during
construction operations. The contractor shall be responsible for the constant operation
of this bypass system including furnishing all necessary equipment and making
arrangement to obtain any power needed. The primary bypass and backup bypass
system shall be designed to handle 120% of the peak flow as specified by the City.
Both systems shall be connected together for immediate switch over. A trained
operator shall be stationed at the pumps on a continuous basis. Plans for bypassing
shall be submitted to the City for approval prior to construction. The Contractor shall
also provide any necessary flow bypassing for sewer laterals during construction.
7 -9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS. Replace
the first sentence of the second paragraph with, "The Contractor shall repair, restore, or
reconstruct all existing public and private improvements disturbed or damaged by the
work which are not designated for removal. Such restoration work may include, but not
be limited to: turf, plants and planters, shrubs, trees, irrigation components, electrical
components, fences, brick and brick pavers, concrete, painting of various surfaces,
ornaments, other decorative items, property corner survey markings, etc."
Replace the last sentence of the third paragraph with, "Lawns shall be repaired with sod
identical to the existing type."
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Add to the section, "The Contractor is advised to keep records of the existing work site
conditions prior to the start of any construction work."
7 -10 PUBLIC CONVENIENCE AND SAFETY
7 -10.1 Traffic and Access. Add to this section: "The Contractor shall provide
traffic control and access in accord with Section 7 -10 of the Standard Specifications
and the Work Area Traffic Control Handbook (WATCH) also published by Building
News, Inc.
Pedestrian access to all storefronts, offices, residences, etc., within the limits of work
must be maintained at all times. The Contractor shall cooperate with the Engineer to
provide advance notice to any and all establishments whose access will be impacted by
construction operations, particularly sidewalk construction. The Contractor shall furnish
and install signage, barricades, delineators, yellow safety ribbon, and any other
measures deemed necessary by the Engineer to safely direct the public around areas
of construction, and into (and out of) the affected establishments. Such measures shall
be shown on the Detailed Traffic Control Plans (see Section 7- 10.3)."
7 -10.2 Storage of Equipment and Materials in Public Streets. Delete the first
paragraph and add the following: "Construction materials and equipment may only be
stored in streets, roads, or sidewalk areas if approved by the Engineer. It is the
Contractor's responsibility to obtain an area for the storage of equipment and
materials. The Contractor shall obtain the Engineer's approval of a site for storage of
equipment and materials prior to arranging for or 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 -10.3 Street Closures, Detours and Barricades. Add to this section: "The
Contractor shall submit to the Engineer - at least five working days prior to the pre -
construction meeting - a traffic control plan and detour plans. The Contractor shall be
responsible for processing and obtaining approval of the traffic control plan from the
City's Traffic Engineer. The Contractor shall adhere to the conditions of the traffic
control plan. The Traffic Control Plans shall be signed and sealed by a California
licensed traffic engineer. The traffic control and detour plans must meet the following
requirements:
1. Emergency vehicle access shall be maintained at all times.
2. The locations and wordings of all barricades, signs, delineators, lights, warning
devices, parking restrictions, and any other required details shall ensure that all
pedestrian and vehicular traffic will be handled in a safe manner with a
minimum of inconvenience to the public.
3. All advanced warning sign installations shall be reflectorized and /or lighted.
• SP8OF26
4. The Contractor shall accommodate the City's trash collection. If the
Contractor elects to work on a street during its trash collection day, it shall be
the Contractor's responsibility to make alternative trash collection
arrangements by contacting the city's Refuse Superintendent, Mr. William
Russo, at (949) 718 -3468 and all property owners.
5. The contractor shall maintain access to homes and garages at all times."
7 -10.4 Public 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.
The Contractor shall submit to the City for acceptance, in advance of excavation, a
detailed plan showing the design of shoring, bracing, sloping, or other provisions to be
made for worker protection from the hazard of caving ground during the excavation of
any trench or trenches 5 -feet or more in depth. The plan shall be prepared by a
registered civil or structural engineer licensed in the State of California. As part of the
plan, a note shall be included stating that the registered civil or structural engineer
certifies that the plan complies with CAL -OSHA Construction Safety Orders, or that the
registered civil or structural engineer certifies that the plan is not less effective than the
shoring, bracing, sloping, or other provisions of the Safety Orders.
The detailed plan showing the design of shoring, etc., which the Contractor is required
to submit to the City for acceptance in advance of excavation will not be accepted by
the City if the plan is based on subsurface conditions which are more favorable than
those revealed by the investigations made by the City or the Engineer or their
consultants; nor will the plan be accepted if it is based on soils - related design criteria
which is less restrictive than the criteria set forth in the report on the aforesaid
investigations of subsurface conditions.
The detailed plan showing the design of shoring, etc, shall include surcharge loads for
nearby embankments and structures, for spoil banks, and for construction equipment
and other construction loading. The plan shall indicate for all trench conditions the
minimum horizontal distances from the side of the trench to its top to the near side of
the surcharge loads.
Nothing contained in this section shall be construed as relieving the Contractor of the
full responsibility for providing shoring, bracing, sloping, or other provisions which are
adequate for worker protection."
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7 -10.5 "No Parking" Signs. The Contractor shall install, and maintain in place
"NO PARKING -TOW AWAY" signs (even if streets have posted "NO PARKING" signs)
which he shall post at least forty -eight hours in advance of the need for enforcement. In
addition, it shall be the Contractor's responsibility to notify the City's Police Department,
Traffic Division at (949) 644 -3717, for verification of posting at least forty-eight hours in
advance of the need for enforcement. The signs shall (1) be made of white card stock;
(2) have minimum dimensions of 12- inches wide and 18- inches high; and (3) be City of
Newport Beach "Temporary Tow -Away, No Parking" signs available at the Public
Works Department public counter.
The Contractor shall print the hours and dates of parking restriction on the "NO
PARKING -TOW AWAY" sign in 2 -inch high letters and numbers. A sample of the
completed sign shall be reviewed and approved by the Engineer prior to posting.
7 -10.6 Street Sweeping Signs. After posting "NO- PARKING -TOW AWAY"
signs, the Contractor shall cover the street sweeping signs, on those streets scheduled
for work in a manner approved by the City. Immediately after construction is complete
and the street is opened to traffic, the Contractor shall promptly uncover the street
sweeping signs and remove the "NO PARKING -TOW AWAY" signs.
7 -10.7 Notices to Residents. Ten working days prior to starting work, the
Contractor shall deliver a construction notice to the adjacent 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 any construction, the Contractor shall
distribute to the adjacent 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.
7 -15 CONTRACTOR'S LICENSES. At the time of the award and until completion of
work, the Contractor shall possess a General "A" Contractor's License. At the start of
work and until completion of work, the Contractor and all Sub - contractors shall possess
a Business License issued by the City of Newport Beach.
7 -16 CONTRACTOR'S RECORDS /AS 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
® ® SP 10 OF 26
separate set of drawings shall be maintained for this purpose. These drawings shall be
up -to -date and submitted to the Engineer at the time each progress bill is submitted.
Upon completion of the project, the Contractor shall provide 'As -Built corrections upon
a copy of the Plans. The "As- Built' plans shall be submitted to 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 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:
STORM;;DRAIN.IMPROVEMEI T ! _ _�.;
Item No. Al Mobilization: Work under this item shall include obtaining Orange
County Permit, providing bonds, insurance and financing, establishing a field office,
preparing the SWPPP and construction schedule, and all other related work as required
by the Contract Documents.
Item No. A2 Traffic Control: Work under this item shall include delivering all
required notifications and temporary parking permits, post signs and all costs incurred
notifying residents. In addition, this item includes providing the traffic control required
by the project including, but not limited to, signs, cones, barricades, temporary striping,
flagpersons. This item includes furnishing all labor, tools, equipment and materials
necessary to comply with the W.A.T.C.H. Manual, 2001 edition, and City of Newport
Beach Requirements.
Item No. A3 Remove Existing Storm Drain and Install 8 Gauge 27 -Inch x 43 -Inch
Corrugated Aluminum Pipe Arch with Trench Resurfacing: Work under this item shall
include removing storm drain pipe and installing storm drain pipe including but not
limited to, sawcutting, pavement removal, exposing utilities in advance of work,
excavation, temporary patching or plating, controlling ground and surface water,
backfill, compaction, disposing of excess excavated materials, potholing all existing
0 0 SP 11 OF 26
utilities, installing connections to existing facilities, removal, abandonment or protection
of interfering portions of existing utilities or improvements, temporary and permanent
support of utilities, trench resurfacing and all other work items as required to complete
the work in place.
Item No. A4 Remove Existing Storm Drain and Install 8 Gauge 27 -Inch x 43 -Inch
Corrugated Aluminum Pipe Arch with Landscape Restoration: Work under this Rem
shall include removing storm drain pipe and installing storm drain pipe including but not
limited to, removing existing landscaping, exposing utilities in advance of work,
excavation, temporary patching or plating, control of ground and surface water, backfill,
compaction, disposing of excess excavated materials, potholing all existing utilities,
installing connections to existing facilities, removal, abandonment or protection of
interfering portions of existing utilities or improvements, channel repair, temporary and
permanent support of utilities, landscaping or sod replacement, trench resurfacing and
all other work items as required to complete the work in place.
Item No. A5 Remove Existing and Install 8 Gauge 31 -Inch x 50 -Inch Corrugated
Aluminum Pipe Arch with Landscape Restoration: Work under this item shall include
removing existing storm drain pipe and installing of new storm drain pipe including but
not limited to, removing existing landscaping, exposing utilities in advance of work,
excavation, temporary patching or plating, control of ground and surface water, backfill,
compaction, disposal of excess excavated materials, potholing of all existing utilities,
connections to existing facilities, removal, abandonment or protection of interfering
portions of existing utilities or improvements, temporary and permanent support of
utilities, landscaping or sod replacement, trench resurfacing and all other work items as
required to complete the work in place.
Item No. A6 Remove Existing Storm Drain and Install 8 Gauge 13 -Inch x 22 -Inch
Corrugated Aluminum Pipe Arch with Trench Resurfacing: .Work under this item shall
include removing storm drain pipe and installing storm drain pipe including but not
limited to, sawcutting, pavement removal, exposing utilities in advance of work,
excavation, temporary patching or plating, controlling ground and surface water,
backfill, compaction, disposing of excess excavated materials, potholing all existing
utilities, installing connections to existing facilities, removal, abandonment or protection
of interfering portions of existing utilities or improvements, temporary and permanent
support of utilities, trench resurfacing and all other work items as required to complete
the work in place.
Item No. A7 Remove Existing and Install 12 -Inch Diameter RCP, D -2500, with
Trench Resurfacing: Work under this item shall include removing existing storm drain
pipe and installation of new storm drain pipe including but not limited to, sawcutting,
pavement removal, exposing utilities in advance of work, excavation, temporary
patching or plating, control of ground and surface water, backfill, compaction, disposal
of excess excavated materials, potholing of all existing utilities, connections to existing
facilities, removal, abandonment or protection of interfering portions of existing utilities
or improvements, temporary and permanent support of utilities, trench resurfacing and
all other work items as required to complete the work in place.
0 ! SP 12 OF 26
Item No. A8 Remove Existing and Install 18 -Inch Diameter RCP, D -2500: Work
under this item shall include removing existing storm drain pipe and installation of new
storm drain pipe including but not limited to, sawcutting, pavement removal, exposing
utilities in advance of work, excavation, temporary patching or plating, control of ground
and surface water, backfill, compaction, disposal of excess excavated materials,
potholing of all existing utilities, connections to existing facilities, removal, abandonment
or protection and restoration of interfering portions of existing utilities or improvements,
temporary and permanent support of utilities, trench resurfacing and all other work
items as required to complete the work in place.
Item No. Ag Remove Existing and Install 18 -Inch Diameter RCP, D -2500, with
Trench Resurfacing: Work under this item shall include removing existing storm drain
pipe and installation of new storm drain pipe including but not limited to, sawcutting,
pavement removal, exposing utilities in advance of work, excavation, temporary
patching or plating, control of ground and surface water, backfill, compaction, disposal
of excess excavated materials, potholing of all existing utilities, connections to existing
facilities, removal, abandonment or protection and restoration of interfering portions of
existing utilities or improvements, temporary and permanent support of utilities, trench
resurfacing and all other work items as required to complete the work in place.
Item No. A10 Remove Existing and Install 18 -Inch Diameter PVC, SDR 35: Work
under this item shall include removing existing storm drain pipe and installation of new
storm drain pipe including but not limited to, removing existing landscaping, exposing
utilities in advance of work, excavation, temporary patching or plating, control of ground
and surface water, backfill, compaction, disposal of excess excavated materials,
potholing of all existing utilities, connections to existing facilities, removal, abandonment
or protection of interfering portions of existing utilities or improvements, temporary and
permanent support of utilities, and all other work items as required to complete the work
in place.
Item No. All Remove Existing and Install 18 -Inch Diameter PVC, SDR 35, with
Landscape Restoration: Work under this item shall include removing existing storm
drain pipe and installation of new storm drain pipe including but not limited to, removing
existing landscaping, exposing utilities in advance of work, excavation, temporary
patching or plating, control of ground and surface water, backfill, compaction, disposal
of excess excavated materials, potholing of all existing utilities, connections to existing
facilities, removal, abandonment or protection of interfering portions of existing utilities
or improvements, temporary and permanent support of utilities, landscaping, trench
resurfacing and all other work items as required to complete the work in place.
Item No. Al2 Provide and Install Bollard: Work under this item shall include
providing and installing a concrete filled metal bollard, and all other work items as
required to complete the work in place.
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Item No. A13 P.C.C. Pipe Collars: Work under this item shall include removing
existing improvements and constructing P.C.C. pipe collars, and all other work items as
required to complete the work in place.
Item No. A14 Remove and Construct P.C.C. Junction Structure #1: Work under
this item shall include constructing P.C.C. junction structures per CNB Std -310 -1-
including but not limited to, pavement removal, exposing utilities in advance of work,
excavation, temporary patching or plating, control of ground and surface water, backfill,
compaction, disposal of excess excavated materials, installation of base, shaft, grade
rings, manhole frames and covers, potholing of all existing utilities, connections to
existing facilities, removal, abandonment or protection of interfering portions of existing
utilities or improvements, temporary and permanent support of utilities, and all other
work items as required to complete the work in place.
Item No. A15 Remove and Construct Modified Side Inlet: Work under this item
shall include removing and disposing of drop inlet, constructing a modified drop inlet per
plan, installing new traffic rated cast iron frame and cover, subgrade compaction,
installing of storm drain filters, and all other work items as required to complete the work
in place.
Item No. A16 Remove and Construct P.C.C. Local Depression: Work under this
item shall include removing and disposing of the existing local depression, constructing
a local depression per plan, construction of minimum 12 -inch wide and 8 -inch deep AC
patchback, and all other work items as required to complete the work in place.
Item No. A17 Remove and Construct 6 -inch Thick AC Roadway: : Work under this
item shall include clearing and grubbing, sawcutting, removing A.C. roadway, disposing
of excess material, importation of material, grading, compaction, doweling, constructing
new 6inch thick A.C. roadway and all other work items as required to complete the work
in place.
Item No. A18 Remove and Construct 8 -inch Thick PCC Street Panels: Work under
this item shall include clearing and grubbing, sawcutting, removing P.C.C. street panels,
disposing of excess material, importation of material, grading, compaction, doweling,
constructing new 8 -inch thick P.C.C. street panels and all other work items as required
to complete the work in place.
Item No. A19 Remove and Construct 4 -inch Thick PCC Channel Linings: Work
under this item shall include clearing and grubbing, sawcutting, removing P.C.C.
channel linings to the nearest cold joint, disposing of excess material, importation of
material, grading, compaction, doweling, constructing new 4 -inch thick P.C.C. channel
linings and all other work items as required to complete the work in place.
Item No. A20 Remove and Construct 4 -Inch Thick P.C.C. Sidewalk: Work under
this item shall include removing existing improvements and constructing P.C.C.
sidewalk, and all other work items as required to complete the work in place.
0 � SP 14 OF 26
Item No. A21 Remove and Construct P.C.C. Access Ramp: Work under this item
shall include removing existing improvements and constructing P.C.C. access ramps,
construction of minimum 12 -inch wide and 8 -inch deep AC patchback, and all other
work items as required to complete the work in place.
Item No. A22 Remove Existing and Construct P.C.C. Type "A" Curb and Gutter:
Work under this item shall include sawcutting, removing and disposing of the existing
curb and gutter, compacting subgrade, reconstructing curb openings of existing curb
drains, constructing P.C.C. curb and gutter, construction of minimum 12 -inch wide and
8 -inch deep AC patchback, re- chiseling of curb face for existing underground utilities,
restoring all existing improvements damaged by the work, and all other work items as
required for performing the work complete and in place. Gutter width shall match
existing.
Item No. A23 Storm Drain Filter: Work under this item shall include furnishing and
installing storm drain filters in the new drop inlet and those existing side inlets adjacent
to the construction area, and all other work as required to complete the work in place.
Item No. A24 Abandon Existing Storm Drain: Work under this item shall include
abandoning existing storm drain in place, and all other work as required to complete the
work in place.
Item No. A25 Remove and Reinstall Chain Link Fence: Work under this item shall
include removing and reinstalling existing chain link fence and all other work items as
required to complete the work in place.
Item No. A26 Construction Surveying: Work under this item shall include
surveying, construction staking, and all other work items as required to complete the
work in place.
SEWERMAIN I.MPRObE'MENTS r';i_ ..i"
Item No. B1 Mobilization: Work under this item shall include providing bonds,
insurance and financing, establishing a field office, preparing the SWPPP and
construction schedule, and all other related work as required by the Contract
Documents.
Item No. B2 Traffic Control: Work under this item shall include delivering all
required notifications and temporary parking permits, post signs and all costs incurred
notifying residents. In addition, this item includes having traffic control plans prepared
by licensed traffic engineer, and providing the traffic control required by the project
including, but not limited to, signs, cones, barricades, flashing arrow sign, K -rail,
temporary striping, flagpersons. This item includes furnishing all labor, tools, equipment
and materials necessary to comply with the W.A.T.C.H. Manual, 2001 edition, and City
of Newport Beach Requirements..
0 0 SP 15 OF 26
Item No. B3 Preparation of Water Pollution Control Program: Work under this item
shall include development, implementation, and maintenance of a Water Pollution
Control Program (WPCP) conforming to Caltrans Standard Specifications 7 -1 -01G
(included in Appendix B), and all other items as required to complete the work in place.
Item No. B4 Remove Existing and Construct 8 -inch VCP Gravity Sewer Pipe:
Work under this item shall include removing existing and construct 8 -inch VCP Sewer
including sawcutting, removal, and disposal of existing improvements, exposing utilities
in advance of work, shoring, bracing, temporary patching or plating, control of ground
and /or surface water, bedding, backfill, compaction, furnishing and installing 8 -inch VCP
pipe, and all other work items as required to complete the work in place.
Item No. B5 Pipe Burst Existing Sewer Main and Install New 8 -inch H.D.P.E., SDR-
17, Sewer Main and Fittings: Work under this item shall include pipe bursting the
existing sewer main and furnishing and installing all pipe materials including, but not
limited to, exposing utilities in advance of the work, excavation and repair of pipe
bursting pits, temporary patching or trench plates, control of ground and /or surface
water, bedding, backfill, compaction, installation of pipe, butt fusion of joints, H.D.P.E.
fittings, couplings, thrust blocks, potholing of all existing facilities, removal or protection
of interfering portions of existing utilities or improvements, temporary and permanent
support of facilities, disposal of excess materials, television inspection, and all other
work necessary to install the pipe complete and in place. The size and type of existing
sewer main is shown on the plans.
Item No. B6 Remove and Reconstruct 8 -inch PCC Pavement: Work under this
item shall include removing existing and constructing 8 -inch PCC Pavement per
applicable portions of CNB STD - 140 -L, including sawcutting, removal, and disposal of
existing PCC pavement, compaction of subgrade, placement of 8 -inch PCC Pavement,
and all other work items as required to complete the work in place. All construction
shall involve replacement to the nearest full slab.
Item No. B7 Remove and Reconstruct AC Pavement (Trench Resurfacing): Work
under this item shall include sawcutting, removing and disposing of existing AC
pavement, compaction of subgrade, tact coat, placement of 4 -inch AC over 8 -inch
CMB, and all other work items as required to complete the work in place.
Item No. B8 Remove and Construct P.C.C. Alley Approach: Work under this item
shall include sawcutting, removing, and disposing of existing PCC improvements,
compaction of subgrade, constructing P.C.C. alley approach per CNB STD - 142 -L, and
all other work items as required to complete the work in place.
Item No. B9 Remove and Replace Landscaping Improvements: Work under this
item shall include removal and replacement of landscaping to match the condition prior
to start of construction.
0 SP 16 OF 26
Item No. B10 Reconstruct Sewer Lateral: Work under this item shall include
reconstructing sewer lateral with cleanout per all applicable portions of CNB STD -405-
L, and all other work items are required to complete the work in place.
Item No. B11 Construct 48 -inch Sanitary Sewer Manhole per City of Newport
Beach Standard Plan STD - 401 -L: Work under this item shall include removal and
disposal of existing improvements, exposing utilities in advance of work, excavation,
temporary patching or plating, control of ground and /or surface water, disposal of
excess excavated materials, backfill, compaction, furnishing and installing all materials,
bypassing of existing sewer main, bypassing of existing sewer laterals, all required
material testing, post - installation inspection and all other work necessary to install the
manhole complete in place.
Item No. B12 Remodel existing 48 -inch Sanitary Sewer Manhole: Work under this
item shall include but not be limited to remodeling the base to existing 48 -inch SSMH to
accommodate the addition of a proposed sewer main as per details on the plans.
Existing sewer mains shall be either protected in place, or plugged and abandoned.
Item No. B13 Remove Existing and Reconstruct PCC Sidewalk: Work under this
item shall include but not be limited to sawcutting, removing, and disposing of existing
sidewalk, subgrade compaction, constructing 4 -inch PCC Sidewalk per CNB STD -180-
L, repairing any damaged private improvements (such as sprinkler systems), and all
other items as required to complete the work in place. All Sidewalk replacements shall
occur to the nearest full slab.
Item No. B14 Remove and Reconstruct PCC Curb and Gutter: Work under this
item shall include but not be limited to removal and disposal of existing curb and gutter,
subgrade compaction, reconstruction of PCC Curb and Gutter (Type A) per CNB STD -
182-L, reconstruction of any curb openings for curb drains, repainting of any address
bars, construction of 12 -inch wide by 8 -inch deep asphalt patchback, re- chiseling of
curb face for existing underground utilities, restoration of any private improvements
damaged during construction, and all other items as required to complete the work in
place. Curb and Gutter reconstruction shall extend to the nearest joint.
Item No. B15 Remove and Reconstruct PCC Cross Gutter: Work under this item
shall include but not be limited to sawcutting, removing, and disposing of existing PCC
Cross Gutter, subgrade compaction, placement and compaction of crushed
miscellaneous base, construction of 8 -inch t hick PCC Cross Gutter, construction of 12-
inch wide by 8 -inch deep asphalt patchback along both sides of the cross gutter, and all
other work items as required to complete the work in place. Cross gutter reconstruction
shall occur to the nearest full slab.
Item No. B16 Trench Excavation Safety Measures: Work under this item shall
include but not be limited to submitting a detailed plan to the engineer prior to
excavating any trench greater than five feet in depth per the project specifications.
0 0 SP 17 OF 26
Item No. B17 Construction Surveying: Work under this item shall include surveying,
construction staking, and all other work items as required to complete the work in place.
Item No. B18 Provide As -Built Drawings: 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 prior to request for pay.
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Item No. C1 Mobilization: Work under this item shall include providing bonds,
insurance and financing, establishing a field office, preparing the SWPPP and
construction schedule, and all other related work as required by the Contract
Documents.
Item No. C2 Traffic Control: Work under this item shall include delivering all
required notifications and temporary parking permits, post signs and all costs incurred
notifying residents.. In addition, this item includes having traffic control plans prepared
by licensed traffic engineer, and providing the traffic control required by the project
including, but not limited to, signs, cones, barricades, flashing arrow sign, K -rail,
temporary striping, flagpersons. This item includes furnishing all labor, tools, equipment
and materials necessary to comply with the W.A.T.C.H. Manual, 2001 edition, and City
of Newport Beach Requirements.
Item No. C3 Abandon SSMH per Detail 4 on sheet 3: Work under this item shall
include removing and disposing of existing SSMH Rings, Shaft, Frame, and Cover to a
depth of six feet below grade and backfill the vacated area with sand, and all other
items as required to complete the work in place.
Item No. C4 Remove SSMH Shaft, Frame, Cover, and Base and backfill with sand:
Work under this item shall include removing and disposing of existing SSMH Shaft,
Frame, Cover, and Base, backfilling the vacated area with sand„ and all other items as
required to complete the work in place.
Item No, C5 Construct 8 -inch VCP Gravity Sewer Pipe including trench
resurfacing: Work under this item shall include Constructing 8 -inch VCP Sewer
including sawcutting, removal, and disposal of existing improvements, exposing utilities
in advance of work, shoring, bracing, temporary patching or plating, control of ground
and /or surface water, bedding, backfill, compaction, furnishing and installing 8 -inch VCP
pipe, trench resurfacing with 4- inches of asphalt concrete (AC) pavement over 8- inches
of crushed miscellaneous base (CMB), and all other work items as required to complete
the work in place.
Item No. C6 Construct 24 -inch VCP Gravity Sewer Pipe including trench
resurfacing: Work under this item shall include Constructing 24 -inch VCP Sewer
including sawcutting, removal, and disposal of existing improvements, exposing utilities
in advance of work, shoring, bracing, temporary patching or plating, control of ground
0 SP 18 OF 26
and /or surface water, bedding, backfill, compaction, furnishing and installing 24 -inch
VCP pipe, trench resurfacing with 4- inches of asphalt concrete (AC) pavement over 8-
inches of crushed miscellaneous base (CMB), and all other work items as required to
complete the work in place.
Item No. C7 Construct 48 -inch Sanitary Sewer Manhole per City of Newport Beach
Standard Plan STD - 401 -L: Work under this item shall include removal and disposal of
existing improvements, exposing utilities in advance of work, excavation, temporary
patching or plating, control of ground and/or surface water, disposal of excess
excavated materials, backfill, compaction, furnishing and installing all materials, all
required material testing, post - installation inspection and all other work necessary to
install the manhole complete in place.
Item No. C8 Construct 60 -inch Sanitary Sewer Manhole per Orange County
Sanitation District Standard Plan 5 -050: Work under this item shall include removal
and disposal of existing improvements, exposing utilities in advance of work,
excavation, temporary patching or plating, control of ground and /or surface water,
disposal of excess excavated materials, backfill, compaction, furnishing and installing
all materials, bypassing of existing sewer main, bypassing of existing sewer laterals, all
required material testing, post - installation inspection and all other work necessary to
install the manhole complete in place.
Item No. C9 Remove Existing Improvements and Construct 8 -Inch Thick P.C.C.
Cross Gutter: Work under this item shall include all labor, tools, equipment, and
materials costs for the removal and disposal of existing improvements, subgrade
compaction, placement and compaction of crushed miscellaneous base, construction of
8 -inch thick P.C.C. cross gutter and 12" wide x 8' deep AC patchback along both sides
of the cross gutter, and all other work items as required to complete the work in place.
All work shall extend to the nearest full slab.
Item No. C10 Cold Mill Asphalt Concrete Pavement: Work under this item shall
include all labor, tools, equipment, and materials costs for saw cutting, cold milling AC
pavement to a depth of 1.5- inches, disposing of the existing asphalt concrete roadway,
and all other work necessary to complete and in place.
Item No. C11 Construct 1'/2 -Inch Thick Asphalt Concrete Pavement Overlay: Work
under this item shall include all labor, tools, equipment, and materials costs for tack
coat, asphalt concrete pavement placement and compaction, the and all other work
necessary to complete the work in place.
Item No. C12 Install Traffic Striping, Markings and Markers: Work under this item
shall include all labor, tools, equipment, and material costs for installing traffic striping
and marking, raised pavement markers, fire hydrant raised pavement markers,
temporary striping and marking, and all other work items as required to complete the
work in place.
F
0 SP 19 OF 26
Item No. C13 Dewatering: Work under this item shall include lowering the existing
groundwater table to sufficient depth to permit the installation of sanitary sewer
systems, complete and in place.
Dewatering shall be accomplished by methods which will ensure a dry excavation and
preserve the final lines and grades of the bottoms of excavations. Such methods shall
be subject to final approval of the Engineer, and may include sump pumps, deep wells,
well points, temporary pipelines, etc.
Standby pumping equipment shall be provided to the site. A minimum of one standby
unit shall be available for immediate installation should any well unit fail. The design
and installation of well points or deep wells shall be suitable for accomplishing the work.
Drawings or details indicating the proposed dewatering system shall be submitted to the
Engineer for review at least two weeks in advance of beginning the dewatering work.
Conveyance of groundwater shall be such as to not interfere with traffic flow or sewer
treatment facilities operations. No water shall be drained into work built or under
construction without prior consent of the Engineer. Groundwater shall be disposed of in
such a manner as not to be a menace to the public health, and such disposal shall be
performed in accordance with Environmental Protection Agency and State Water
Quality Control Board Standards ( NPDES permit). Reports required under the NPDES
permit shall be performed by the Contractor and submitted to the appropriate agency
for approval at no additional cost to the Engineer.
Item No. C14 Trench Excavation Safety Measures: Work under this item shall
include but not be limited to submitting a detailed plan to the engineer prior to
excavating any trench greater than five feet in depth per the project specifications.
Item No. C15 Construction Surveying: Work under this item shall include
surveying, construction staking, and all other work items as required to complete the
work in place.
Item No. C16 Provide As -Built Drawings: 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 prior to request for pay.
9 -3.2 Partial and Final Payment. 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."
SP 20 OF 26
PART
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 -5 CEMENT MORTAR
201 -5.6 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."
SECTION 207 - -- PIPE
207 -2 REINFORCED CONCRETE PIPE (RCP)
207 -2.1 General. All RCP to be installed for the work shall be of the "spun" type
and shall be so certified.
207 -2.5 Joints. Add to this section: "All storm drain joints shall be sealed with an
external joint sealer. The joint sealer shall consist of a reinforced collar composed of
rubberized mastic formulated to bond into the pores of the concrete. The joint sealer
shall also have embedded steel straps. All joint sealers shall function identically to Mar
Mac "Mac Wrap." The Mar Mac Manufacturing Company may be contacted at (800)
845- 6962."
207 -13 CORRUGATED ALUMINUM PIPE AND PIPE ARCHES
207 -13.1 General. Add to this section: "All corrugated aluminum pipe arches shall
be 8 -gauge material."
207 -17 PVC PLASTIC PIPE
207 -17.1 General. Add to this section: "All PVC plastic pipe shall be SDR 35."
0
9 SP 21 OF 26
207 -18 HIGH - DENSITY POLYETHYLENE (H.D.P.E.) SOLID WALL PIPE
207 -18.1 General. Add to this section, "All pipe and couplings for the force main shall have
an SDR (Strength /Diameter Ratio) of 17 yielding a pressure rating of at least 100 psi. The pipe
shall be Plexco type pipe as manufactured by Chevron Chemical Company. All piping shall be
clearly marked with the name of the manufacture, size and type. Pipe shall be continuous lengths
by the butt fusion method. Butt fusing shall be done by a certified technician. Certificates shall be
provided to the City prior to any fusing activities. Fittings shall be mitered Plexco type fittings
made of the same materials as the Plexco pipe. Mitered fittings shall be assembled using angular
cut pipe segments fused together into a single fitting."
207 -18.5 Submittals. The Contractor shall provide the following submittals with the
bid:
Submit the following documentation of the Contractor's qualifications with
the bid package:
a. Documentation that the Contractor is certified for the butt fusing
process.
b. Documentation that the Contractor has a minimum of 2 years
installation experience and has installed a minimum of 5,000 lineal feet
of H.D.P.E. pipe using the Contractors own forces.
c. Documentation shall list agency, project name, date installed, agency
contact person and phone number.
d. Documentation that the onsite foreman who will perform the installation
has a minimum of 2 years experience installing the bidders product.
e. Documentation of their employee's cognizance and ability to comply
with all Federal and State OSHA regulations regarding confined space
entry.
f. Company history stating years in service.
2. Submit shop drawings in accordance with the Standard Specifications,
- including points of insertion and methodologies.
3. Submit manufacturers installation instructions, including recommendation
for transportation, storage, temperature, control, handling, inserting, curing,
trimming and finishing.
207 -18 -6 Warranty. The Contractor shall make all necessary repairs and
replacements to remedy, in a manner satisfactory to the Engineer and at no cost to the
City, any and all defects, breaks, or failures of the work occurring within one year
following the date of acceptance of the work due to faulty or inadequate materials or
workmanship, and for damage or disturbances to other improvements under, within, or
adjacent to the work, whether or not caused by settling, washing, or slipping, when such
damage or disturbance is caused, in whole or in part, from activities of the Contractor
performing his duties and obligations under this contract. When such defects or damage
0 0 SP 22 OF 26
occur, within the time period described herein before, in any part of the surface or
subsurface work done under the contract, or in any contract, the Contractor shall repair
the same and the one year warranty period required shall, within relation to such required
repair, be extended one year from the date of completion of such repair.
SECTION 214 --- PAVEMENT MARKERS
214-4 NONREFLECTIVE PAVEMENT MARKERS
Add to this Section: "All new non - reflective pavement markers types A and AY
shall be ceramic."
214 -5 REFLECTIVE PAVEMENT MARKERS
Add to this Section: "All new reflective pavement markers shall have glass- covered
reflective faces or be 3M Series 290."
SECTION 215-- -STORM DRAIN FILTERS
215 -1 GENERAL
Filters shall be installed across inlets for all new catch basins that drain into new storm
drain systems as shown on the plans. Insert widths shall match the curb opening
widths of catch basins. All filters shall be Abtech Series C01414 Smart Sponge Plugs
as supplied by "Asbury Environmental Services" located at 2100 N. Alameda Street,
Compton, CA 90222 or approved equal. They can be reached at (310) 974 -4495.
PART 3
CONSTRUCTION METHODS
SECTION 300 - -- EARTHWORK
300 -1 CLEARING AND GRUBBING
300 -1.3 Removal and Disposal of Materials
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 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
will remove any broken concrete, debris or other deleterious material from the job site at
the end of each workday. All areas of roadway removal and replacement shall have a
minimum trench width of 3 -feet to facilitate maximum compaction."
300 -1.3.2 Requirements
SP 23 OF 26
(c) Concrete Curb, Walk, Gutters, Cross Gutters, Driveways, and Alley
Intersections. Replace the first sentence of this Section with: "Saw cuts shall be neatly
made to a minimum of two (2) inches." And replace the words 1 '/2 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 on a form provided by the Engineer and provide
appropriate confirmation documentation from the recycling facility.
SECTION 302 - -- ROADWAY SURFACING
302 -5 ASPHALT CONCRETE PAVEMENT
302 -5.1 General. Add to this section: 'The asphalt concrete (A.C.) used shall be
III -C3 -AR -4000. All cracks' /4 -inch or greater in width shall be cleaned and sealed with
a hot - applied crack sealant approved by the Engineer. Holes, spalls, and cracks
greater than 1 -inch in width shall be filled and compacted with an F -AR 4000 asphalt
concrete mix. The pavement shall then be cleaned with a power broom."
302 -5.4 Tack Coat. Add to this section: "Prior to placing the asphalt concrete
patches, a tack coat of Type SS -1 h asphaltic emulsion at a rate not to exceed one —
tenth (1/10) of a gallon per square yard shall be uniformly applied to existing A.C. and
P.C.C. surfaces and edges against which asphalt concrete is to be placed."
302 -6 PORTLAND CEMENT CONCRETE PAVEMENT
302 -6.6 Curing. Add to this section: 'The Contractor shall not open 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."
E
SP 24 OF 26
SECTION 303 - -- CONCRETE AND MASONRY CONSTRUCTION
303 -5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY
INTERSECTIONS, ACCESS RAMPS AND DRIVEWAYS
303 -5.1 Requirements
303 -5.1.1 General. Add to this section: "Sidewalk and curb access ramps shall
be opened to pedestrian access on the day following concrete placement. In addition,
all forms shall be removed, irrigation systems shall be repaired, and backfill or
patchback shall be placed within 72 hours following concrete placement. 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 -5.4 Joints
303 -5.4.1 General. Add to this section: "The Contractor shall make a sawcut
parallel to the centerline of the alley, 2 feet along each side of centerline, over the entire
length of the alley. The Contractor may also sawcut the property lines, adjacent to the
alley, in lieu of scoring the pavement along the property lines or constructing an edged
cold joint. All sawcuts shall be made to a depth of 2 inches."
303 -5.5 Finishing
303 -5.5.1 General. Add to this section: "The Contractor shall patch back A.C.,
P.C.C. and brick within private property at locations shown on the plans in a manner
that matches the adjoining existing private property in structural section, texture and
color."
303-5.5.2 Curb.. Add to this section: "The Contractor shall install or replace curb
markings that indicate sewer lateral or water valve location on the face of the curb. The
Contractor shall mark the curb with a chiseled "S" for sewer lateral and a chiseled "V -X"
for water valve locations. "X" shall indicate the number of feet from the curb face to the
valve. To determine the location of sewer laterals and water services, the Contractor
must call the City's Utilities Superintendent, Mr. Ed Burt, at (714) 718 - 3402."
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 his 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.
• SP 25 OF 26
If the Contractor encounters large tree roots, he 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."
SECTION 310 - -- PAINTING
310 -5 PAINTING VARIOUS SURFACES
310 -5.6 Painting Traffic Striping, Pavement Markings, and Curb Markings
310 -5.6.7 Layout, Alignment, and Spotting. Modify and amend this section to
read: 'The Contractor shall perform all layout, alignment, and spotting. The Contractor
shall be responsible for the completeness and accuracy of all layout alignment and
spotting. Traffic striping shall not vary more than 1/2 inch in 40 feet from the alignment
shown on the plans. The Contractor shall mark or otherwise delineate the new traffic
lanes and pavement markings within 24 hours after the removal or covering of existing
striping or markings. No street shall be without the proper striping over a weekend or
holiday. Stop bars shall not remain unpainted overnight."
310 -5.6.8 Application of Paint. Add to this section: "Temporary painted traffic
striping and markings shall be applied in one coat, as soon as possible and within 24
hours after the finish course has been applied.
Paint for temporary traffic striping and pavement markings shall be white Formula No.
2600A9 Duraline 2000 and yellow Formula No. 2601A9 Duraline 2000 as manufactured
by Morton. These temporary paints shall be applied at 15 mils wet.
The final striping for all painted areas shall be sprayable reflectorized thermoplastic.
The sprayable reflectorized thermoplastic pavement striping shall not be applied until
the paving has been in place for at least 15 days. The thermoplastic shall be applied at
0.45 mm minimum thickness for all striping except crosswalks and limit lines — which
shall be 0.90 mm minimum thickness.
If the Contractor fails to perform striping as specified herein, the Contractor shall cease
all contract work until the striping has been properly performed. Such termination of
work shall require the Contractor to re- install "NO PARKING, TOW - AWAY' signs and
re- notify the affected residents, at the Contractor's sole expense. In addition, if the
Contractor removes /covers /damages existing striping and /or raised pavement markers
outside of the work area, he shall re- stripe /replace such work items at no cost to the
City.
The Contractor shall paint or otherwise delineate, to the satisfaction of the Engineer,
temporary traffic lanes when (1) two opposing traffic lanes are adjacent or (2) there is
more than one lane in any one direction, for more than three consecutive calendar
days. Dependent upon construction phasing, the Engineer may require the Contractor
0
0 SP 26 OF 26
to apply two applications of paint to maintain adequate delineation on base pavement
surfaces, at no additional cost to the City."
SECTION 312 - -- PAVEMENT MARKER PLACEMENT AND REMOVAL
312 -1 PLACEMENT. Amend this section with:
1. The location of raised pavement fire hydrant marker shall conform to the City of
Newport Beach Standard Plan No. STD - 902 -L.
PART 4
SECTION 400 - -- ALTERNATE ROCK PRODUCTS, ASPHALT CONCRETE,
PORTLAND CEMENT CONCRETE AND UNTREATED BASE MATERIAL
400 -2 UNTREATED BASE MATERIALS
400 -2.1 General
400 -2.1.1 Requirements. Add to this section: "The Contractor shall use crushed
miscellaneous base as the base materials."
F:\USERS\PB\MShared \Contracts \FY 03- 04\03-04 SEWER & STORM DRAIN IMPROVEMENTS C- 36455Sew & SD Contract
Documents\SPECS C-3645.doc (ssr)
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APPENDIX A
0
CALTRANS ENCROACHMENT PERMIT
STATE OF CALIFORNIA • DEPARTMENT OF TRANSPORTATION
ENCROACHMENT PERMIT
TR -0120 (REV. 2198)
In compliance with (Check one):
X Your application of OCTOBER 14, 2003
❑ Utility Notice No. Of
❑ Agreement No. Of
❑ R/W Contract No. of
TO:
CITY OF NEWPORT BEACH
3300 NEWPORT BOULEVARD
NEWPORT. BEACH, CA 92663
M. SINACORI, UTILITIES ENGINEER
9491644 -3342
t
1203 -NUM -0700
12 -ORA- VAR -VAR
OCTOBER 14, 2003
EXEMPT TO CITY
,PERMITTEE
And subject to the following, PERMISSION IS HEREBY GRANTED to:
Enter onto all conventional State highways (EXCLUDING FREEWAYS) within the Newport Beach city limits to perform
routine maintenance and make emergency repairs to existing sewer, electrical and water facilities.
All performed work shall be in accordance with current Caltrans Standard Specifications and Standard Plans, Section
600 (Utility Permits) of the Encroachment Permits Manual, and the attached Provisions.
Permittee shall contact the State Permit Inspector shown on the attached Inspector Territories List between 7 AM and 9
AM a minimum of two working days prior to the start of routine work and as soon as possible for emergency repairs.
Failure to comply with this requirement will result in suspension of this permit.
When a Contractor is hired, Permittee's Contractor shall furnish the State with a signed application requesting a
separate Caltrans 'DP" permit authorizing the Contractor to perform the work within the State Highway right of way in
Permittee's behalf. A deposit of $240.00 is required at the time of application.
i ne raiowmg attachments are also included as part of this permit
(Check applicable):
X Yes
❑
No
General Provisions
X Yes
No
Utility Maintenance Provisions
X Yes
❑
No
Special Provisions
❑ Yes
❑
No
A Cal -OSHA permit required prior to beginning work;
permit.
This permit is to be strictly construed and no other work
No project work shall be commenced until all other nece
File: 03 -0700
HOSSEIN SHAKERI -State Permit Inspector
SHAHRYAR DERAVI -State Permit Inspector
District Director
actual costs for:
❑ Yes X NO Review
❑ Yes X No Inspection
X Yes X No Field Work
(ff any Caltrans effort expended)
Mice (2) f/ Gz" �=,w .� G
Prepared by Alfred Anguiano M ohtashatni, District Pertnit Engineer
City of Newport Beach
1203 -NUM- 0700
October 14, 2003
0
AN APPROVED WATER POLLUTION CONTROL PROGRAM (WPCP) and WPCD (drawing) IS REQUIRED FOR ANY
WORK INVOLVING EXCAVATION.
In addition to the attached General Provisions (TR -0 045), the following Special Provisions are applicable:
• Permittee shall contact the State Permit Inspector at least 48 hours prior to implementing traffic control which
requires lane closures for any routine work, and as soon as possible for emergency work.
• Whenever the work area is more than 1.83 m away from the adjacent traffic lane but within a designated shoulder or
parking lane, a shoulder closure or parking lane closure acceptable to Caltrans shall be utilized.
• Personal vehicles of the Contractor's employees shall not be parked on paved shoulders or traveled way within the
limits of this work.
• All components of the traffic control system shall be removed from the traveled way and paved shoulders at the end
of the each work period.
• Orange vests and hard hats shall be worn at all times while working within State right -of -way.
• Except during emergencies, the full width of traveled way shall be open for use by public traffic on Saturdays,
Sundays and designated legal holidays, after 3:00 PM on Fridays and on the day preceding designated legal
holidays, and when construction operations are not actively in progress.
• In case of any discrepancy between Permittee's Permit Plans and these Permit Special Provisions, these Special
Provisions shall prevail.
• Unless otherwise approved by the Permits Representative, no work that interferes with public traffic shall be
performed on weekdays between 6:00 AM and 9:00 AM, or between 3:00 PM and 6:30 PM.
• Immediately following completion of the work permitted herein, Permittee shall fax to 9491724 -2265 the Permit
Number, completion date and the signature of Permittee's Representative to close this file.
Page 2 of 2
�.. ....
PERMIT INSPECTOR'S ASSIGNED ROUTE & POST MILE
ROUTE
POST MILE
KILO POST
PERMIT INSPECTOR
OFFICE
TELEPHONE
FROM
TO
FROM
TO
1
Q.000
16.250
0.000
26.000
HOSSEIN SHAKERI
9491756 -7648
16.250
. 33'1719
26.000
53.950
SHAHRYAR DERAVI
9491756 -7677
0.000
23.120
0.000
36.992
HOSSEIN SHAKERI
949/756 -7648
5
23.120
33.997
36.992
54.395
1 SHAHRYAR DERAVI
949/756 -7677
33.997
44.392
54.395
71.027
TOM SHAMSABADI
9491440 -4493
22
0.000
13.164
0.000
21.062
SHAHRYAR DERAVI
9491756-7677
39
0.000
11690
0.000
20.304
SHAHRYAR DERAVI
9491756 -7677
12.690
23.199
20.304
37.118
TOM SHAMSABADI
9491440 -4493
55
0.000
17.830
0.000
28.528
SHAHRYAR DERAVI
949/756 -7677
57
11.300
22.551
18.080
36.082
TOM SHAMSABADI
949/440 -4493
72
11.420
11.918
18.272
19.069
TOM SHAMSABADI
949/440 -4493
73
0.000
28.020
0.000
44.832
HOSSEIN SHAKERI
9491756 -7648
74
0.000
16.599
0.000
26.558
HOSSEIN SHAKERI
9491756 -7648
90
0.000.
12.830
0.000
20.528
TOM SHAMSABADI
9491440 -4493
91
0.000
18.905
0.000
30.248
TOM SHAMSABADI
949/440 -4493
133
0.000
13.664
0.000
21.862
HOSSEIN SHAKERI
949/756 -7648
142
0.753
6.350
1.205
10.160
TOM SHAMSABADI
949/440 -4493
241
17.765
39.079
28.424
62.526
HOSSEIN SHAKERI
9491756 -7648
261
0.000
6:250
0.000
10.000
SHAHRYAR DERAVI
9491756-7677
405
0.000
1.600
0.000
2.880
HOSSEIN SHAKERI
9491756-71648
11800
24.178
2.880
38.685
SHAHRYAR DERAVI
949/756 -7677
605
0.000
1.643
0.000
2.629
SHAHRYAR DERAVI
949/756 -7677
REV. 27- Aug -03
ATTACHMENT
CALTRANS DISTRICT 12
ENCROACHMENT PERMIT
WATER POLLUTION CONTROL PROVISIONS
Any runoff draining into Caltrans Right of Way must fully conform to the current discharge
requirements of the Regional Water Quality Control Board (RWQCB) to avoid impacting water
quality, Permittee shall fully conform to the requirements of the Caltrans Statewide National Pollutant
Discharge EEMination System (NPDES) Storm Water Permit, Order No. 99 -06 -DWQ, NTDES No.
CAS000003, a dopted b y t he S tate W ater Resources C ontrol B card (SWRCB) on July 15, 1999, in
addition to the BMPs specified in the Caltrans Storm Water Management Plan (SWMP). When
applicable, the Permittee will also conform to the requirements of the General NPDES Permit for
Construction Activities, Order No. 99 -08 -DWQ, NPDES No. CAS000002, and any subsequent
General Permit in effect at the time of issuance of this Encroachment Permit. These permits regulate
storm water and non -storm water discharges associated with year -round construction activities.
Please note tFat project activities should pay extra attention to storm water pollution control during the
"Rainy Season" (October I" — May 1') and follow the Water Pollution Control BMPs to minimize
impact to receiving waters. Measures must be incorporated to contain all vehicle loads and avoid any
tracking of materials, which may fall or blow onto Caltrans Right of Way.
For all projects resulting in 0.4 hectares (1 acre) or more of soil disturbance or otherwise subject to the
NPDES program, the Contractor will develop, implement, and maintain a Storm Water Pollution
Prevention Plan (SWPPP) conforming to the requirements of the Caltrans Specification Section 7-
1.01 G "Wate.. Pollution Control", the Department's S tatewide lN'PDES Permit, the General NPDES
Permit for Construction Activities, and the Storm Water Quality Handbooks "Storm Water Pollution
Prevention Plan (SWPPP) and Water Pollution Control Program (WPCP) Preparation Manual ", and
"Construction Site Best Management Practices (BMPs) Manual" effective November 2000, and
subsequent envisions. In addition, the SWPPP roust conform to the requirements of the SWRCB
Resolution No. 2001 -046, the Sampling and Analytical Procedures (SAP) Plan.
For all projects resulting in less than 0.4 hectares (1 acre) of soil disturbance or not otherwise subject
to the requirements of the NPDES program, the Contractor shall develop, implement, and maintain a
Water Pollution Control Program (WPCP) conforming to the requirements of the Department's
Specifications Section 7- 1 -.01G (Water Pollution Control), and the Storm Water Quality Handbooks:
"Storm Wate;.- Pollution Prevention Plan (SWPPP) and Water Pollution Control Program (WPCP)
Preparation Manual" and "Constriction Site Best Management Practices (BMPs)'M anual" effective
November 2000, and subsequent revisions.
Copies of they Permits and the Construction Contractor's Guide and Specifications of the Caltrans
Storm Water' Quality Handbook may be obtained from the Department of Transportation, Material
Operations B_-anch, Publication Distribution Unit, 1900 Loyal Oaks Drive, Sacramento, California
95815, Telephone: (916) 445 -3520. Copies of the Permits and Handbook are also available for review
at Caltrans District 12, 3347 Michelson Drive, Suite 100, Irvine, California 92612, Telephone_ (949)
724 -2260. Electronic copies can be round at httnJhvww.d t. ca .eov/hciconstrudstormwater.himi
O owns
Revise
STATE OF CALIFORNIA, DEPARTMENT *ANSPORTATION
ENCROACHMENT PERMIT GENERAL PROVISIONS
TR -0045 (REV. 8198)
1. AUTHORITY: The Department's authority to issue encroachment
pennits is provided under, Div. 1, Chin. 3, Art. 1, Sect. 660 to 734 of
the Streets and Highways Code.
2. REVOCATION: Encroachment permits are revocable on five days
notice unless otherwise stated on the permit and except as provided
by law for public corporations, franchise holders, and utilities. These
General Provisions and the Encroachment Permit Utility Provisions
are subject to modification or abrogation at any time. Permittees'
joint use agreements, franchise rights, reserved rights or any other
agreements for operating purposes in State highway right of way are
exceptions to this revocation.
3. DENIAL FOR NONPAYMENT OF FEES: Failure to pay permit
fees when due can result in rejection of future applications and
denial of permits.
4. ASSIGNMENT: No party other than the permittee or permittee's
authorized agent is allowed to work under this permit.
5. ACCEPTANCE OF PROVISIONS: Permittee understands and
agrees to accept these General Provisions and all attachments to this
permit, for any work to be performed under this permit:
6. BEGINNING OF WORK: When traffic is not impacted (see
Number 35), the permilme shall notify the Department's
representative, two (2) days before the intent to start permitted
work. Permittee shall notify the Department's Representative if the
work is to be interrupted for a period of five (5) days or more, unless
otherwise agreed upon. All work shall be performed on weekdays
during regular work hours, excluding holidays, unless otherwise
specified in this permit.
7. STANDARDS OF CONSTRUCTION: All work performed within
highway right of way shall conform to recognized construction
standards and current Department Standard Specifications,
Department Standard Plans High and Low Risk Facility
Specifications, and Utility Special Provisions. When reference is
made to "Contractor and Engineer," these am amended to be read as
" Permittee and Department representative"
S. PLAN CHANGES: Changes to plans, specifications, and permit
provisions are not allowed without prior approval from the State
representative.
Specifications for tr*mrol systems. These General Provisions
are not intended to impose upon the penafttee, by third parties, any
duty or standard of care, greater than or different from, as required
by law.
15. MINIMUM INTERFERENCE WITH TRAFFIC: Permittee shall
plan and conduct work so as to create the least possible
inconvenience to the traveling public; traffic shall not be
unreasonably delayed. On conventional highways, permitee shall
place properly attired flagger(s) to stop or warn the traveling public
in compliance with the Manual of Traffic Controls and Instructions to
Flaggem Pamphlet.
16. STORAGE OF EQUIPMENT AND MATERIALS: Equipment and
material storage in State right of way shall comply with Standard
Specifications, Standard Plans, and Special Provisions. Whenever the
pemdtme places an obstacle within 3.63 m (12') feet of the traveled
way, the permittee shall place temporary miling (Type K).
17. CARE OF DRAINAGE: Permittee shall provide alternate drainage
for any work interfering with an existing drainage facility in
compliance with the Standard Specifications, Standard Plans and/or
as directed by the Department's representative.
18. RESTORATION AND REPAIRS IN RIGHT OF WAY: Permittee
is responsible for restoration and repair of State highway right of
way resulting from permitted work (State Streets and Highways
Code, Sections 670 et. seq.).
19. RIGHT OF WAY CLEAN UP: Upon completion of work,
permittee shall remove and dispose of all scraps, brush, timber,
materials, etc. off the right of way. The aesthetics of the highway
shall be as it was before work stared.
20. COST OF WORK: Unless stated in the permit, or a separate written
agreement, the permittee shall bear all costs incurred for work
within the State right of way and waives all claims for
indemnification or contribution from the State.
21. ACTUAL COST BILLING: When specified in the permit, the
Department will bill the permittee actual costs at the currently set
hourly rate for encroachment permits.
22 AS -BUILT PLANS: When required, permittee shall submit one (1)
set of as -built plans in compliance with Department's requirements.
Plans shall be submitted within thirty (30) days after completion and
approval of work.
9. INSPECTION AND APPROVAL: All work is subject to
monitoring and inspection. Upon completion of work, permitee shall
request a final inspection for acceptance and approval by the
Department. The local agency permittee shall not give fatal
construction approval to its contractor until final acceptance and
approval by the Department is obtained. 23.
10. PERMIT AT WORKSITE: Permittee shall keep the permit
package or a copy thereof, at the work site and show it upon request
to any Department representative or law enforcement officer. If the
permit package is not kept and made available at the work site, the
work shall be suspended.
11. CONFLICTING ENCROACHMENTS: Permitme shall yield start
of work to ongoing, prior authorized, work adjacent to or within the 24.
limits of the project site. When existing encroachments conflict with
new work, the permittee shall bear all cost for rearrangements,
(e.g., relocation, alteration, removal, etc.).
12. PERMITS FROM OTHER AGENCIES: This permit is invalidated
if the permittee has not obtained all permits necessary and required
by law, from the Public Utilities Commission of the State of
California (PUC), California Occupational Safety and Health
Administration (Cal- OSHA), or any other public agency having
jurisdiction.
13. PEDESTRIAN AND BICYCLIST SAFETY: A safe mininmrt
passageway of 1.21 meter (4') shall be maintained through the work
area at existing pedestrian or bicycle facilities . At no time shall
pedestrians be diverted onto a portion of the street used for vehicular
traffic. At locations where safe alternate passageways cannot be
provided, appropriate signs and barricades shall be installed at the
limits of construction and in advance of the limits of construction art
the nearest crosswalk or intersection m detour pedestrians m
facilities across the street.
14. PUBLIC TRAFFIC CONTROL: As required by law, the permittee
shall provide traffic control protection warning signs, lights, safety
devices. etc., and take all other measures necessary for traveling 25.
public's safety. Day and night time lane closures shall comply with
the Manuals of Traffic Controls. Standard Plans, and Standard
cs
As -Built plans or accompanying correspondence shall not include
disclaimer statements of any kind. Such statements shall constitute
non - compliance with these provisions. Failure to provide complete
and signed As -Built plans shall be cause for bond or deposit retention
by the Department.
PERMITS FOR RECORD PURPOSES ONLY: W hea work in the
right of way is within an area under a Joint Use Agreement (JUA) or
a Consent to Common Use Agreement (CCUA), a fee exempt permit
is issued to the permittee for the purpose of providing a notice and
record of work. The Permiime's prior rights shall be preserved
without the intention of creating new or different rights or
obligations. "Notice and Record Purposes Only" shall be stamped
across the face of the permit.
BONDING: The penimuce shall file bond(s), in advance, in the
meant set by the Department. Failure to maintain bonds) in full
force and effect will result in the Department stepping of all work
and revoking permit(s). Bonds are not required of public
corporations or privately owned utilities, unless permince failed to
comply with the provision and conditions under a prior permit. The
surety company is responsible for any latent defects as provided in
California Code of Civil Procedures, Section 337.15. Local agency
permitee shall comply with requirements established as follows: In
recognition that project construction work done on State property will
not be directly funded and paid by State, for the purpose of
protecting stop notice claimants and the interests of State relative to
successful project completion, the local agency pernitme agrees to
require the construction contractor furnish broth a payment and
performance bond in the local agency's name with both bonds
complying with the requirements set forth in Section 3.1.02 of State's
current Standard Specifications before performing any project
construction work. The local agency pemnttee shall defend,
indemnify, and hold harmless the State, its officers and employees
from all project construction related claims by contractors and all
stop notice or mechanic's lien claimants. The local agency also
agrees to remedy, in a timely manner and to State's satisfaction, any
latent defects occurring as a result of the project construction work.
FUTURE MOVING OF INSTALLATIONS: Penmittee understands
and agrees to rearrange a permitted installation upon request by the
Department, for State construction, reconstruction, or maintenance
26.
27.
28.
E
work on the highway. The perminee at his sole expense, unless under
a prior agreement, JUA, or a CCUA, shall comply with said request.
ARCHAEOLOGICAIJHISTORICAL: If any archaeological or
historical resources are revealed in the work vicinity, the permittee
shall immediately stop work, notify the Department's representative,
retain a qualified archaeologist who shall evaluate the site, and
make recommendations to the Department representative regarding
the continuance of work.
PREVAILING WAGES: Work performed by or under a permit
may tequim permittee's contractors and subcontractors to pay
appropriate prevailing wages as set by the Department of Industrial
Relations. Inquiries or requests for interpretations relative to
enforcement of prevailing wage requirements are directed to State
of California Department of Industrial Relations, 525 Golden Gate
Avenue, San Francisco, California 94102.
RESPONSIBILITY FOR DAMAGE: The State of California and
all officers and employees thereof, including but not limited to the
Director of Transportation and the Deputy Director, shall not be
answerable or accountable in any manner for injury to or death of
My person, including but not limited to the permittee, persons
employed by the permittee, persons acting in behalf of the permittee,
or for damage to property from any cause. The permittee shall be
responsible for any liability imposed by law and for injuries to or
death of any person, including but not limited to the permittee,
persons employed by the pennittee, persons acting in behalf of the
permiittee, or for damage to property arising out of work, or other
activity permitted and done by the permittee, under a permit, or
arising out of the failure on the perouttee's part to perform his
obligations under any permit in respect to maintenance or any other
obligations, or resulting from defects or obstructions, or from any
cause whatsoever during the progress of the work, or other activity
or at any subsequent time, work or other activity is being performed
under the obligations provided by and contemplated by the permit.
The permittee shall indemnify and save harmless the State of
California, all officers, employees, and State's contractors, thereof,
including but not limited to the Director of Transportation and the
Deputy Director , from all claims, suits or actions of every name,
kind and description brought for or on account of injuries to or death
of any person, including but not limited to the permittee, persons
employed by the permittee, persons acting in behalf of the permittee
and the public, or damage to property resulting from the
performance of work or other activity under the permit, or arising
out of the failure on the permittee's part to perform his obligations
under any permit in respect to maintenanee.or any other obligations,
or resulting from defects or obstructions, or from any cause
whatsoever during the progress of the work, or other activity or at
any subsequent tithe, work or other activity is being performed under
the obligations provided by and contemplated by the permit, except
as otherwise provided by statute.
The duty of the permittee to indemnify and save harmless includes
the duties to defend as set forth in Section 2778 of the Civil Code.
The permittee waives any and all rights to any type of expressed or
implied indemnity against the State, its officers, employees, and State
contractors. It is the intent of the parties that the parittee will
indemnify and hold harmless the State, its officers, employees, and
Star's contractors, from any and all claims, suits or actions as set
forth above regardless of the existence or degree of fault or
negligence, whether active or passive, primary or secondary, on the
part of the State, the pemottee, persons employed by the permittee,
or acting on behalf of the permitee.
For the purpose of this section, 'State's contractors" shall include
contractors and their subcontractors under contract to the State of
California performing work within the limits of this permit.
29. NO PRECEDENT ESTABLISHED: This permit is issued with the
understanding that it does not establish a precedent.
30. FEDERAL. CIVIL RIGHTS REQUIREMENT'S FOR PUBLIC
ACCOMMODATION:
A. The permittee, for himself, his personal representative,
successors in interest, and assigns as part of the consideration hereof,
does hereby covenant and agree that:
1. No person on the grounds of race, color, or national origin shall be
excluded from participation in, be denied the benefits of, or be
otherwise subjected to discrimination in the use of said facilities.
2. That in connection with the construction of any improvements on
said lands and the furnishings of services thereon, rat discrimination
shall be practiced in the selection and retention of first -tier
subcontractors in the selection of second -tier subcontractors.
3. That such discrimination shall not be practiced against the public in
their access to and use of the facilities and services provided for
public accommodations (such as eating, sleeping, rest, recreation),
and operation on, over, or under the space of the right of way.
4. That the permittee shalt use the premises in compliance with all
other requirements imposed pursuant to Title 15, Code of Federal
Regulations, Commerce and Foreign Trade, Subtitle A. Office of the
Secretary of Commerce, Part 8 (15 C.F.R. Part 8) and as said
Regulations may be amended.
B. That in the event of breach of any of the above
nondiscrimination covenants, the State shall have the right to
terminate the permit and to reenter and repossess said land and the
land and the facilities thereon, and hold the same as if said permit
had never been made or issued.
31. MAINTENANCE OF HIGHWAYS: The permittee agrees, by
acceptance of a permit, to properly maintain any encroachment. This
assurance requires the permittee to provide inspection and repair any
damage, at permittee's expense, to State facilities resulting from the
encroachment.
32. SPECIAL EVENTS: In accordance with subdivision (a) of Streets
and Highways Code Section 682.5, the Department of Transportation
shall not be responsible for the conduct or operation of the permitted
activity, and the applicant agrees to defend, indemnify, and hold
harness the State and the city or county against any and all claims
arising out of any activity for which the permit is issued.
Permittee understands and agrees that it will comply with the
obligations of Titles II and 111 of the Americans with Disabilities Act
of 1990 in the conduct of the event, and further agrees to indemnify
and save harmless the State of California, all officers and employees
thereof, including but not limited to the Director of Transportation,
from any claims or liability arising out of or by virtue of said Act.
33. PRIVATE USE OF RIGHT OF WAY: Highway right of way shall
not be used for private purposes without compensation to the State.
The gifting of public property use and therefore public funds is
prohibited under the California Constitution, Article i6.
34. FIELD WORE REIMBURSEMENT: Permittee shall reimburse
State for field work performed on permittee's behalf to correct or
remedy hazards or damaged facilities, or clear debris not attended to
by the permittee.
35. Notification of Department and TMC: The permittee shall notify
the Department's representative and the Traffic Management Center
(TMC) at least 7 days before initiating a lane closure or conducting
an activity that may cause a traffic impact. A confirmation
notification should occur 3 days before closure or other potential
traffic impacts. In emergency situations when the corrective work or
the emergency itself nary affect traffic, TMC and the Department's
representative shall be notified as soon as possible.
36. Underground Service Alert (USA) Notification: Any excavation
requires compliance with the previsions of Govemrrtent Code Section
4216 et. seq., including , but not limited to notice to a regional
notification center, such as Underground Service Alen (USA). The
permittee shall provide notification at least 48 hours before
performing any excavation work within the right of way.
0
APPENDIX B
CALTRANS WATER POLLUTION CONTROL
PLAN REQUIREMENTS
0 9
SECTION 7 LEGAL RELATIONS AND RESPONSIBILITY
the Contractor's equipment and the protection of the public from injury and damage
from the Contractor's equipment.
7 -1.O1E Trench Safety
• Attention is directed to the requirements in Section 6705 of the Labor Code
concerning trench excavation safety plans.
7 -1.01F Air Pollution Control
• The Contractor shall comply with all air pollution control rules, regulations,
ordinances and statutes which apply to any work performed pursuant to the
contract, including any air pollution control rules, regulations, ordinances and
statutes, specified in Section 11017 of the Government Code. .
• Unless otherwise provided in the special provisions, material to be disposed of
shall not be burned, either inside or outside the highway right of way.
7 -1.OIG Water Pollution
• The Contractor shall exercise every reasonable precaution to protect streams,
lakes, reservoirs, bays, and coastal waters from pollution with fuels, oils, bitumens,
calcium chloride and other harmful materials and shall conduct and schedule
operations so as to avoid or minimize muddying and silting of streams, lakes,
reservoirs, bays and coastal waters. Care shall be exercised to preserve roadside
vegetation beyond the limits of construction.
Water pollution control work is intended to provide prevention, control and
abatement of water pollution to streams, waterways and other bodies of water, and
shall consist of constructing those facilities which may be shown on the plans,
specified herein or in the special provisions, or directed by the Engineer. i
In order to provide effective and continuous control of water pollution it may
i)e necessary for the Contractor to perform the contract work in small or multiple
units, on an out of phase schedule, and with modified construction procedures. The
Contractor shall provide temporary water pollution control measures, including but
not limited to, dikes, basins, ditches, and applying straw and seed, which become
necessary as a result of the Contractor's operations. The Contractor shall
coordinate water pollution control work with all other work done on the contract.
I
• Before starting any work on the project, the Contractor shall submit, for
acceptance by the Engineer, a program to control water pollution effectively during
construction of the project. The program shall show the schedule for the erosion
control work included in the contract and for all water pollution control measures
which the Contractor proposes to take in connection with construction of the
project to minimize the effects of the operations upon adjacent streams and other
bodies of water. The Contractor shall not perform any clearing and grubbing or
earthwork on the project, other than that specifically authorized in writing by the
Engineer, until the program has been accepted.
If the measures being taken by the Contractor are inadequate to control water
Pollution effectively, the Engineer may direct the Contractor to revise the
operations and the water pollution control program. The directions will be in
writing and will specify the items of work for which the Contractor's water
Pollution control measures are inadequate. No further work shall be performed on
those items until the water pollution control measures are adequate and, if also
required, a revised water pollution control program has been accepted.
51
'I
SECTION 7� LEGAL RELATIONS AND RESPONSIBILITY1'i
• The Engineer will notify the Contractor of the acceptance or rejection of any
submitted or revised water pollution control program in not more than 5 working
days.
The State will not be liable to the Contractor for failure to accept all or any
portion of an originally submitted or revised water pollution control program, nor
for any delays to the work due to the Contractor's failure to submit an acceptable
water pollution control program.
• The Contractor may request the Engineer to waive the requirement for
submission of a written program for control of water pollution when the nature of
the Contractor's operation is such that erosion is not likely to occur. Waiver of this
requirement will not relieve the Contractor from responsibility for compliance with
the other provisions of this section. Waiver of the requirement for a written
program for control of water pollution will not preclude requiring submittal of a
written program at a later time if the Engineer deems it necessary because of the
effect of the Contractor's operations.
• Unless otherwise approved by the Engineer in writing, the Contractor shall not
expose a total area of erosible earth material, which may cause water pollution,
exceeding 70 000 m2 {750,000 square feet} for each separate location, operation or
spread of equipment before either temporary or permanent erosion control
measures are accomplished.
• Where erosion which will cause water pollution is probable due to the nature
of the material or the season of the year, the Contractor's operations shall.be so
scheduled that permanent erosion control features will be installed concurrently
with or immediately following grading operations.
• Nothing in the terms of the contract nor in the provisions in this Section
7 -1.01G shall relieve the Contractor of the responsibility for compliance with
Sections 5650 and 12015 of the Fish and Game Code, or other applicable statutes
relating to prevention or abatement of water pollution.
• When borrow material is obtained from other than commercially operated
sources, erosion of the borrow site during and after completion of the work shall
not result in water pollution. The material source shall be finished, where
practicable, so that water will not collect or stand therein.
• The requirements of this section shall apply to all work performed under the
contract and to all non - commercially operated borrow or disposal sites used for the
project.
• The Contractor shall also conform to the following provisions:
1.
2.
3.
Where working areas encroach on live streams, barriers adequate to
prevent the flow of muddy water into streams shall be constructed and
maintained between working areas and streams, and during construction of
the barriers, muddying of streams shall be held to a minimum.
Removal of material from beneath a flowing stream shall not be
commenced until adequate means, such as a bypass channel, are provided
to, carry the stream free from mud or silt around the removal operations.
Should the Contractor's operations require transportation of materials
across live streams, the operations shall be conducted without muddying
the stream. Mechanized equipment shall not be operated in the stream
channels of the live streams except as may be necessary to construct
crossings or barriers and fills at channel changes.
5
SECTION 7 LEGAL RELATIONS At RESPONSIBILITY
4. Water containing mud or silt from aggregate washing or other operations
shall be treated by filtration, or retention in a settling pond, or ponds,
adequate to prevent muddy water from entering live streams.
5. Oily or greasy substances originating from the Contractor's operations
shall not be allowed to enter or be placed where they will later enter a live
stream.
6. Portland cement or fresh portland cement concrete shall not be allowed to
enter flowing water of streams.
7. When operations are completed, the flow of streams shall be returned as
nearly as possible to a meandering thread without creating possible future
bank erosion, and settling pond sites shall be graded so they will drain and
will blend in with the surrounding terrain.
8. Material derived from roadway work shall not be deposited in a live
stream channel where it could be washed away by high stream flows.
9. Where there is possible migration of anadromous fish in streams affected
by construction on the project, the Contractor shall conduct work
operations so as to allow free passage of the migratory fish.
• Compliance with the provisions in this section shall in no way relieve the
Contractor from the responsibility to comply with the other provisions of the
contract, in particular the responsibility for damage and for preservation of
property.
• Full compensation for conforming to the provisions in this section shall be
considered as included in the prices paid for the various items of work and no
additional compensation will be allowed therefor.
7 -1.0111 Use of Pesticides
• The Contractor shall comply with all rules and regulations of the Department
i of Food and Agriculture, the Department of Health, the Department of Industrial
Relations and all other agencies which govern the use of pesticides required in the
Performance of the work on the contract.
• Pesticides shall include but shall not be limited to herbicides, insecticides,
fungicides, rodenticides, germicides, nematocides, bactericides, inhibitors,
fumigants, defoliants, desiccants, soil sterilants and repellents.
• Any substance or mixture of substances intended for preventing, repelling,
mitigating, or destroying weeds, insects, diseases, rodents, or nematodes and any
substance or mixture of substances intended for use as a plant regulator, defoliant
or desiccant shall be considered a pesticide.
7 -1.01I Sound Control Requirements
The Contractor shall comply with all local sound control and noise level rules,
regulations and ordinances which apply to any work performed pursuant to the
contract.
Each internal combustion engine, used for any purpose on the job or related to
the job, shall be equipped with a muffler of a type recommended by the
manufacturer. No internal combustion engine shall be operated on the project
without the muffler.
53
0 •
APPENDIX C
ORANGE COUNTY SANITATION DISTRICT
SPECIAL PROVISIONS
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Section 02539
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SITE SANITARY SEWAGE LINES (LATERALS)
PART1- GENERAL
1.1 THE REQUIREMENT
A. The CONTRACTOR shall furnish all tools, equipment, materials, and supplies and
shall perform all labor required to complete the work as indicated in the Contract
Documents and specified herein.
B. House laterals shall be constructed of the type and size shown on the Plans and at
the locations indicated by the ENGINEER in conformance with the Contract
Documents. The term "house lateral' is used in the Contract Documents to
designate a branch sewer laid from a sanitary sewer main to points at a curb or
property line, or where shown on the Plans from which sewer service can be
obtained through a proper sewer extension by the property owner.
1.2 RELATED WORK ELSEWHERE
A. Section 02200 Earthwork
B. Section 02622 Vitrified Clay Pipe and Fittings
C. Section 02550 Asphalt Concrete Pavement
D. Section 02730 Sanitary Sewer System Testing
1.3 REFERENCE SPECIFICATIONS, CODES AND STANDARDS
A. Comply with the applicable reference specifications as specified in the GENERAL
REQUIREMENTS.
B. Work In this section shall be performed in accordance with the Standard
Specifications for Public Works Construction (SSPWC) Section 306 -1.4, unless
otherwise specified herein.
C. Standard Drawing S -10
D. Standard Drawing 5 -71
E. Standard Drawing S -72
1.4 CONTRACTOR SUBMITTALS
A. Submittals shall be made in accordance with the GENERAL REQUIREMENTS, and
the requirements of this section.
PART 2 - PRODUCTS
2.1 PIPE AND FITTINGS
A. All house laterals and fittings shall be constructed of vitrified clay pipe and shall
conform to the requirements of Section 02622 Vitrified Clay Pipe and Fittings.
2.2 STOPPERS
A. Fittings and stoppers shall be made in accordance with SSPWC Section 207 -8.3.
PART 3 - EXECUTION
3.1 CONSTRUCTION
A. House laterals and wye branch fittings shall be of the diameter and of the form shown
on the Contract Documents. Each wye branch fitting shall have a barrel diameter
equal to the diameter of the sanitary sewer main and the spur (or branch) diameter
indicated on the Contract Documents. Wye branch fittings shall be set at an angle of
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45 degrees from horizontal and shall be supported by pipe bedding material in
accordance with the details shown on the Contract Documents. No wye branch shall
be placed closer than 5 feet downstream from the outside of any structure. All Wye
branch f ittings that a re t o be left u nconnected s hall be p lugged with a s topper a s
specified in Subsection 2.2 A. and marked as specified herein.
B. All costs of furnishing, installing and supporting wye branch fittings for house laterals
shall be included in the contract price paid per linear foot for the sewer main
complete in place; the cost of such fittings shall not be included in the unit price of
house laterals. Tee branches shall be installed only where specifically indicated or
ordered by the ENGINEER.
C. House laterals shall be joined to wye branch fittings at the sanitary sewer main with a
combination of straight sections and /or eighth bends. All eighth bends are a part of
house lateral sewer line. Quarter bends are not allowed.
D. All house laterals shall be plugged with a stopper in the last joint of each tributary
house lateral and shall be securely sealed in place as specified in Subsection 2.2 A.
The stopper shall withstand the internal pressure generated during the test for
leakage and shall be installed in such a manner that it may be removed without
damage to the socket.
E. Resurfacing of excavations for house laterals shall conform to the provisions of
Section 02550 Asphalt Concrete Pavement and other applicable portions of the
Contract Documents.
3.2 SPECIAL REQUIREMENTS
A. Location of House Laterals: The exact location and stationing of house laterals is not
shown on the contract drawings. The CONTRACTOR shall either protect in place or
replace appropriate sections of each house lateral. Branch fittings for future house
laterals shall be treated similarly.
B. Depth of House Laterals: M inimum cover over house laterals at the property line
shall be at least 5 feet. Unless otherwise ordered by the ENGINEER, laterals shall
not be laid on a slope of less than 1/4 -inch per foot. Depending on the elevation of
the property to be served, the CONTRACTOR may be directed to lay the lateral with
more than 5 feet of cover at the property line, in order to achieve a 1/4 -inch per foot
slope. In cases where property grades, in relation to sewer grades, are critical, the
CONTRACTOR may be directed by the ENGINEER to lay the house laterals on a
slope of 1/8 -inch per foot or less to the property line. The ENGINEER will be the sole
judge regarding the slope and minimum cover necessary at each location.
C. Marking Location of Upper End of House Lateral: The CONTRACTOR shall mark the
location of each house lateral at its upper end by chiseling a letter "S" 1 -1/2 inches
high on the top of the curb. If the terminal point of the house lateral is more than 8
feet beyond the curb line or curb improvements do not exist, the CONTRACTOR
shall furnish and install a 2 -inch by 4 -inch marker extending from 1 -inch above the
end of the lateral to 1 -inch above the finish grade of the lot to be serviced.
The CONTRACTOR shall mark in a similar manner the upper end of all house
connections located beyond a terminating manhole or the capped ends of wyes and
tees located between manholes. All costs involved in chiseling "S" on curbs or
furnishing and installing the 2 -inch by 4 -inch marker shall be included in the contract
price paid for house laterals in place.
3.3 PRESERVATION OF PROPERTY
A. Any and all damage to improvements, whether in private property or in public right -of-
way, which occurs as a result of the CONTRACTOR'S operation in connection with
the installation of house laterals, shall be repaired and restored to the original
condition to the satisfaction of the ENGINEER at the CONTRACTOR'S sole expense.
Improvements shall include but not be limited to curbs, gutters, paving, driveways,
lawns, shrubs, fences and retaining walls. This provision shall apply whether such
improvements are shown on the Contract Documents or not.
3.4 SITE DRAWINGS
A. The CONTRACTOR shall furnish drawings showing the location of branch Fittings
and the upper end of all house laterals with dimensions to buildings, curbs, trees or
tie points.
3.5 RECORD DRAWINGS TO BE FURNISHED BY CONTRACTOR
A. The CONTRACTOR shall keep a set of record drawings of the project available for
review at any time during normal business hours, and shall submit the record
drawings to the ENGINEER for approval within 30 days of the completion of the
project.
Section 02622
VITRIFIED CLAY PIPE
PART 4 - GENERAL
4.1 THE REQUIREMENT
A. The CONTRACTOR shall furnish all tools, equipment, materials, and supplies and
shall perform all labor required to complete the work as indicated in the Contract
Documents.
B. The CONTRACTOR shall furnish, install, and test vitrified clay pipe, fittings, and
appurtenances of the dimensions and to the lines and grades shown on the Contract
Documents. Vitrified clay pipe is identified by the nominal diameter of pipe in inches
followed by the abbreviation VCP. Pipe shall have Type "G" (polyurethane) joints.
Four -inch through 12 -inch pipe sizes may have Type "D" or Type'2" rubber coupling
joints.
C. The CONTRACTOR shall not store pipe upon the roadway or parkway of residential
streets for more than 5 days or upon commercial streets for more than 3 days.
D. Excavation and backfill, including the pipe bedding, shall conform to the provisions of
Section 02200 Earthwork, of these Standard Specifications.
E. This Section covers the furnishing and installation of vitrified clay pipe and fittings for
sewers and drains, as specked and shown, complete, in accordance with the
requirements of the Contract Documents.
4.2 RELATED WORK SPECIFIED ELSEWHERE
A. Section 02200 Earthwork
B. Section 02730 Sanitary Sewer System Testing
4.3 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS
A. Comply with the applicable reference specifications as specked in the GENERAL
REQUIREMENTS.
B. Comply with the current provisions of the following Codes and Standards.
1. Commercial Standards:
ASTM C 12 Practice for Installing Vitrified Clay Pipe Lines
ASTM C 301 Method of Testing Vitrified Clay Pipe
ASTM C 425 Specification for Compression Joints for Vitrified
Clay Pipe and Fittings
ASTM C 700 Specification for Vitrified Clay Pipe, Extra
Strength, Standard Strength, and Perforated
ASTM C 828 Standard Recommended Practice for Low -
Pressure Air Test of Vitrified Clay Pipe Lines (4-
to 12 -in)
2. Standard Specifications SSPWC Section 207-8 Vitrified Clay Pipe.
4.4 CONTRACTOR SUBMITTALS
A. Submittals shall be made in accordance with the GENERAL REQUIREMENTS.
B. Certifications: The CONTRACTOR shall furnish a certified affidavit of compliance for
all pipe and other products or materials furnished under this Section, as specified in
the referenced standards and the following supplemental requirements:
1. Hydrostatic test reports.
2. Three -edge bearing strength test reports.
4.5 QUALITY ASSURANCE
A. Quality assurance shall conform with, SSPWC Sections 207 -8.2 and 207 -8.5
requirements.
B. Imperfections: Imperfections in pipe and fittings containing blisters, cracks, and chips
in excess of the limitations herein will be rejected; however, certain cracks and chips
meeting the requirements of SSPWC Section 207 -8.2.4 may be repaired in
accordance with SSPWC Section 207 -8.6.
C. Clay Pipe Repair: Clay pipe with imperfections meeting the requirements of SSPWC
Section 207 -8.2.4 may be repaired in accordance with SSPWC Section 207 -8.6.
D. Inspection of Repairs: All pipe to be repaired shall be inspected by the ENGINEER
after preparation for repair, and again after repair has been made. Repairs made
without prior inspection shall be rejected. The ENGINEER may require retesting of
any repaired pipe to demonstrate its soundness. The DISTRICT shall be reimbursed
for all costs incurred for inspection and testing of repaired pipe.
E. Factory Testing Requirements: All pipe shall meet the testing requirements of
SSPWC Section 207 -8.5
PART 5 - PRODUCTS
5.1 GENERAL
A. All pipe and fittings shall conform with SSPWC Section 207 -8.1 requirements.
B. Except as otherwise indicated, vitrified clay pipe and fittings, including perforated
pipe, shall be extra - strength manufactured in accordance with ASTM C 700.
C. All pipe and fittings shall be clearly marked with the name or trademark of the
manufacturer, the location of the manufacturing plant and extra strength designation.
D. Dimensions and Tolerances
1. Limits for dimensional variation shall be according to Table 2 of ASTM C 700.
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2. The pipe diameter shall not vary from a true circle by more than 2.5 percent of
nominal diameter. The maximum bevel of the ends of the pipe to be laid on a
curve is 4 degrees. Plain -end pipe shall not be beveled.
3. Except for special purposes, the minimum standard length of straight pipe,
exclusive of socket depth, shall be 40 inches. Pipe shall not deviate from straight
by more than 1116 -inch per foot of length measured from the concave side of the
pipe.
5.2 FITTINGS AND STOPPERS
A. All fittings and stoppers shall conform to the requirements of SSPWC Section 207-
8.3.
B. All joints for stoppers shall be adequate to withstand the internal pressure of the
leakage and infiltration test.
5.3 JOINTS
A. Joints shall be in accordance with SSPWC Sections 207 -8.4 and 208.2 requirements.
5.4 BEDDING AND ENCASEMENT MATERIALS
A. All bedding and encasement materials shall be as shown on Sheet 2 of the Contract
Drawings.
PART 6 - EXECUTION
1.1 GENERAL
A. Trench excavation, bracing methods, foundation preparation, pipe bedding, trench
backfill and related operations shall be in accordance with the requirements of
Section 02200 Earthwork.
B. The sewer shall be constructed to the alignment and grade shown. The grade line
shown on the profile is the invert or interior bottom of the pipe. The excavation shall
be made a sufficient distance below the grade line to allow for the placing of the
sewer pipe and the supporting bedding if such bedding is shown. Should the trench
be excavated to a depth greater than required, the CONTRACTOR shall refill such
excess excavation with the same fill material as specked for the overlying fill or
bedding and compacted as required for such overlying fill or bedding.
C. Sewer pipelines shall never be used as drains for removing water that has infiltrated
into the trenches.
6.2 INSTALLATION OF VITRIFIED CLAY PIPE
A. Installation of pipe shall be in accordance with SSPWC Section 306 -1.2 as modified
by Standard Plan 5 -10. Pipe laying shall proceed upgrade with spigot ends pointing
in direction of flow. After a section of pipe has been lowered into the prepared trench
and immediately before joining the pipe, the ends of the pipe to be joined shall be
cleaned, and the rubber gasket lubricated, all in accordance with the pipe
manufacturer's written instructions. Assembly of the pipe length shall be in
accordance with the recommendations of the manufacturer of the type of joint used.
All special tools and appliances required for joining the pipe shall be provided by the
CONTRACTOR. When cutting or machining of the pipe is necessary, only tools and
methods recommended in writing by the pipe manufacturer and accepted by the
ENGINEER shall be employed.
B. Field Jointing of Clay Pipe shall be in accordance with SSPWC Section 306 -1.2.3
C. Laying Vitrified Clay Pipe
All pipe shall be laid without break, upgrade from structure to structure, with the
socket ends of the pipe upgrade. Pipe shall be laid to the line and grade shown
on the Plans and in such a manner as to form a close concentric joint with the
adjoining pipe and prevent sudden offsets of the flow line. Mating surfaces shall
be cleaned and lubricated prior to jointing as recommended by the manufacturer.
The interior of the sewer pipe shall be cleaned of all dirt and superfluous
materials as the work progresses. See Section 02200 Earthwork, of these
Specifications for additional requirements including dewatering and pipe bedding
construction.
2. The CONTRACTOR shall take all necessary precautions to prevent excavated or
other foreign material from getting into the pipe during the laying operations. At
all times, when laying operations are not in progress and at the close of the day's
work, the ends of the pipe in the trench shall be closed with a tight- fitting cap or
stopper to prevent entry to animals and foreign materials.
3. Sags, or standing water in the pipe, shall be classified as follows for 6 -inch
diameter pipe:
Pipe Slope
Acceptable
Unacceptable:
No Pa ment
Unacceptable:
Replace Pipe
<0.4%
1/4" or less
'/4 "< and <'/2"
%' or greater
0.4% <and <0.7%
/2" or less
'/2" < and <1"
1" or greater
<0.7%
2/4" or less
2/4" < and < 1Y2"
1'/2" or greater
Sag may increase by 25% for each pipe size over 6 -inch as follows: 8 -inch 25 %,
10 -inch 50 %, 12 -inch 75 %, greater than 12 -inch 100 %.
(a) Unacceptable Pipe
a. No payment, amount includes all construction costs including, but not
limited to, excavation, pipe installation, backfilling, resurfacing, tunneling,
etc., for the length of pipe that the standing water exceeds the sag
amounts specified.
Replace pipe includes all construction costs including, but not limited to,
excavation, pipe installation, backfilling, resurfacing, tunneling, etc., for
the length of pipe that the standing water exceeds the sag amounts
specified, plus 20 1 inear feet of pipe i n each d irection. Damaged pipe
must be removed and disposed of, and new pipe installed and retested.
D. Installation of Clay Pipe Branches and Fittings
Wyes of the sizes specified on the Contract Documents shall be installed for all
sewer house connections and for future sewer house connections as shown on
the Contract Documents. Tees shall be installed for chimneys as shown. The
main barrel of branch fittings placed in line and grade with the vitrified clay pipe
sewer shall be of the same construction as said sewer. Installation, earthwork,
and bedding for branches shall conform to the applicable provisions set forth for
vitrified clay sewer pipe. Unless otherwise specked, the branch of wye fittings
shall be included upward at an angle not greater than 45 degrees from
horizontal. No wye or tee for a sewer house connection branch shall be located
closer than 5 feet downstream from the outside of any structure.
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2. The CONTRACTOR shall place pipe- bedding material per Section 02200
Earthwork, of these Standard Specifications, at least 8 inches deep under every
non - vertical branch when installed.
3. Stoppers and caps shall be installed in such a manner that they may be removed
without damage to the pipe or joint sealing component.
E. Vitrified Clay Pipe at Manholes or Structures
1. Two 2 -foot vitrified clay pipe sections of the same inside diameter as the
adjoining pipe shall be placed at the inlet and outlet to each manhole or structure.
Pipe bells shall be cast into manholes or structures as shown on Standard
Drawing S -050.
F. All necessary precautions shall be taken to prevent uplift or floating of the pipe prior
to the completion of the backfilling operation. The CONTRACTOR shall assume full
responsibility for any damage due to this cause and shall, at its own expense, restore
and replace the pipe to its specified condition and grade if it is displaced due to
floating.
6.3 TESTING AND ACCEPTANCE
A. General: It is the intent of the Contract Documents that the completed sewer pipe of
all types, along with manholes and other appurtenances, shall be watertight.
B. Testing of vitrified Gay pipelines shall be performed as specified in Section 02730
Sanitary Sewer System Testing.
C. Even though a section of sewer may have previously passed the leakage or
infiltration test, each section of pipe shall b e tested s ubsequent to the I ast b ackfill
compacting operation thereon. If, in the opinion of the ENGINEER, heavy
compaction equipment or any of the operations of the CONTRACTOR may have
affected the required watertight integrity of the pipe, structure, or appurtenances,
additional leak testing is required. The CONTRACTOR shall furnish all materials
required for the tests and bear all associated costs in connection therewith. Tests
shall be made in the presence of the ENGINEER.
D. If the leakage and /or infiltration rate is greater than the amount specified in Section
02730 Sanitary Sewer System Testing, the sewer shall be repaired, or, if necessary,
the pipe shall be removed and re -laid at the CONTRACTOR'S expense. The sewer
will not be considered acceptable until the leakage and /or infiltration rate, as
determined by the appropriate test, meets the allowable limit. Even when infiltration
is less than the specified amount, the CONTRACTOR shall stop any observed
individual leaks when ordered to do so by the ENGINEER. The CONTRACTOR shall
furnish all labor and materials for making the tests required at his own expense. All
tests must be completed before the street or trench is resurfaced, unless otherwise
directed by the ENGINEER.
E. Tests for Alignment and Grade, and Damaged or Defective Pipe in Place: After the
pipe h as been installed, tested f or leakage, backfilled to existing grade, m anholes
raised to grade and the street resurfaced, the pipe shall be "balled" from manhole to
manhole with a sewer scrubbing ball of type and size to be approved by the
ENGINEER. In addition to and after "balling" the pipe, all straight sewers and
inlettoutlet ends of curved sewers will be "mirrored" by the ENGINEER, with the
assistance of the CONTRACTOR'S forces. All "balling" and "mirroring" shall be done
in the presence of the ENGINEER and shall constitute tests for alignment, grade,
damaged or defective pipe in place, or any other type of faulty installation. Should
"balling" and "mirroring" indicate any faulty installation of the pipe, repairs or
replacements shall be made at the CONTRACTOR'S expense as directed by the
ENGINEER.
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Section 02624
Ic/:IFI III I. [till 111114t *1
PART 7 - GENERAL
7.1 THE REQUIREMENT
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A. Utilities that cross a DISTRICT facility, sewer trench or similar excavations shall be
protected in place, removed and reconstructed, or abandoned as indicated in the
Contract Documents.
B. Procedures
1. The CONTRACTOR shall notify the utility owner 48 hours in advance of the
crossing construction and shall coordinate the construction schedule in
accordance with the utility service requirements.
2. The CONTRACTOR shall notify "DIGALERT" 48 hours prior to beginning
excavation, tunneling or boring operations.
3. The CONTRACTOR shall not interrupt the utility service function, disturb the
support base, or modify any facility without authority from the utility owner or the
ENGINEER.
4. The utility owner shall have access to the work site as necessary.
5. The CONTRACTOR shall immediately notify the ENGINEER and utility owner if
any utility is disturbed or damaged during the course of the work. The
CONTRACTOR shall bear the costs of repair or replacement of any marked
utility where damage was caused by the CONTRACTOR'S activities.
6. Notify the ENGINEER immediately of the discovery of any utility that was omitted
from the Plans, incorrectly shown or not properly marked. If a utility does not
provide location information or marking services in the field, the CONTRACTOR
shall immediately notify the ENGINEER. Follow the procedures as specified in
Section 76 of the GENERAL REQUIREMENTS.
7.2 RELATED WORK SPECIFIED ELSEWHERE
A. Section 02200 Earthwork
7.3 REFERENCE SPECIFICATIONS, CODES, AND STANDARDS
A. Comply with the applicable reference specifications as specified in the GENERAL
REQUIREMENTS.
B. Comply with applicable sections of SSPWC Section 5 Utilities.
PART 8 - PRODUCTS — NOT USED
PART 9 - EXECUTION
A. Protect in place
1. As indicated on the Plans or directed by the ENGINEER, the CONTRACTOR
shall protect the utility in place and maintain the utility in service. A utility may
only be removed with written permission from the ENGINEER.
2. All existing pipelines and other utilities shall be supported across the excavation
as shown on the Contract Documents. Supporting structures shall end at a pipe
joint to ensure flexibility at the end of the support. The primary purpose of the
support is to prevent settlement of the utility after construction. A typical
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reinforced concrete beam support is shown on Standard Drawing S -20. A typical
concrete wall support is shown on Standard Drawing S -21.
3. Compaction: The CONTRACTOR shall take special precautions to compact
under and around the utility to ensure that no voids exist.
B. Remove and Reconstruct
1. Where indicated on the Plans or as directed by the ENGINEER, the
CONTRACTOR shall remove the utility and reconstruct it with new materials.
The CONTRACTOR shall take appropriate measures to provide temporary
service for the disconnected utility. All reconstruction work shall be with new
materials of the same size, type, and quality as those removed.
2. For sewer pipe 4 to 12 inches in diameter, replacement shall consist of at least
two lengths of vitrified clay plain -end pipe conforming to Section 02622 Vitrified
Clay Pipe, of these Standard Specifications. Unless otherwise approved by the
ENGINEER, only Type Z (Synthetic Rubber Coupling) and Type G (Bell and
Spigot Compression Joint) joints shall be allowed.
3. Compaction: Prior to replacement of the utility, the trench shall be backfilled and
compacted a s s pecked i n t he C ontract D ocuments by approved m eans t o an
elevation one foot above the top of the utility. A cross trench of the proper width
shall be excavated for the utility and it shall be laid, backfilled, and compacted as
specified in Section 02200 Earthwork, of these Standard Specifications or as
directed by the ENGINEER.
C. Abandoned Utilities
Interfering portions of abandoned utilities shall be removed and disposed of as
unsuitable material. The cut ends shall be plugged with brick and mortar or
concrete.
D. Alternative Construction - Sand Slurry
1. Sand slurry consisting of one sack (94 pounds) of portland cement per cubic yard
of sand and sufficient moisture for workability may be substituted for other backfill
materials to aid in reducing compaction difficulties. Specific methods and
procedures must be submitted to the ENGINEER for approval prior to
construction.
Section 02726
MANHOLE AND PRECAST VAULT CONSTRUCTION
PART 10 - GENERAL
10.1 THE REQUIREMENT
A. This section covers the work necessary for the construction of manholes and precast
vaults. Manhole and vault details are as shown on the Drawings.
B. The CONTRACTOR shall furnish all tools, equipment, materials, and supplies and
shall perform all labor required to complete the work as indicated on the Drawings
and specified herein.
C. Manhole locations are fixed and cannot be moved or relocated from locations shown
on the Drawings to accommodate pipe manufacturing or laying. If necessary, special
lengths of pipe shall be provided to meet manhole location requirements.
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D. Precast concrete manholes and vaults shall be constructed at the locations shown for
precast eccentric or concentric manhole or vault units in accordance with Standard
Drawing S -050 (PVC lined manholes) unless otherwise indicated on the Contract
Documents.
E. Manholes and precast vaults/shafts shall be built without steps or ladders. Flattop
manholes shall only be used in locations specifically shown on the Plans.
F. Manhole and precast vault covers located in areas subject to vehicular traffic shall be
designed f or AASHTO H -20 1 oading. M anholes a nd vaults located in all four -way
street intersections shall have bolt -down covers. Manholes and vaults located along
gutters or surface run -off areas shall also have bolt -down covers.
G. All manholes connected to sewers 12 inches or larger shall have PVC liner. New
manholes shall be lined with ribbed PVC sheet, cast -in -place during manufacturing
on precast shaft, cone or grade ring sections. The inside portion of concrete manhole
bases which includes the manhole invert, trough and shelf shall be PVC lined in
accordance with the Contract Documents. Existing unlined manholes that are being
repaired shall be lined in accordance with the Contract Documents.
H. Precast Manholes: Precast manholes, shall conform to the size, shape, form and
details shown on the Contract Documents and shall be installed in accordance with
Standard Drawing S -050 unless otherwise indicated on the Contract Documents. The
precast cylinder or shaft units, precast concrete taper or cone sections, and precast
eccentric flat -top sections shall be designed and manufactured for AASHTO H -20
loading. The CONTRACTOR shall submit shop drawings of all precast manholes.
The minimum allowable steel shall be hoops of No. 4 wire cast into each unit
sufficient for handling. The tongue and groove joint for all manhole shaft sections
between precast concrete shaft units, including the joint with the cast -in -place
concrete base, shall be filled with plastic sealing compound conforming to Federal
Specification SS- S -210A, to make a watertight joint. Once the shafting has settled
and been subjected to a negative air pressure or vacuum, the outside of all joints
shall then be grouted and wrapped per Standard Drawing 5 -050. Sections of various
heights shall be set perfectly plumb and used to bring the top of the manhole ring and
cover to the required elevation. Concrete manhole bases shall be cast in place.
I. Drop Manholes: Drop manholes, if allowed, shall conform with the requirements of
Standard Drawing S -051. The drop inlet pipe shall be the same diameter as the
intercepted sewer.
10.2 RELATED WORK SPECIFIED ELSEWHERE
A. Section 02200 Earthwork
B. Section 02550 Asphalt Concrete Pavement
C. Section 02730 Sanitary Sewer System Testing
D. Section 03310 Cast -in -Place Concrete
E. Section 06620 Plastic Liner
10.3 REFERENCE SPECIFICATIONS, CODES AND STANDARDS
A. Comply with the applicable reference specifications as specified in the GENERAL
REQUIREMENTS.
B. Comply with the current provisions of the following Codes and Standards.
1. Commercial Standards:
ASTM A 48 Specification for Gray Iron Castings
ASTM C 33 Specification for Concrete Aggregates
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ASTM C 150 Specification for Portland Cement
2. Standard Specifications: SSPWC Section 206 -3 Gray Iron Casting
3. Federal Specification SS- S -210A — Plastic Sealing Compound
10.4 CONTRACTOR SUBMITTALS
A. Submittals shall be made in accordance with the GENERAL REQUIREMENTS.
B. Shoo Drawings: The CONTRACTOR shall furnish complete shop drawings for all
precast manhole sections, cast iron frames and covers, and appurtenances for
review by the ENGINEER in accordance with SUBMITTALS of the GENERAL
REQUIREMENTS.
10.5 QUALITY ASSURANCE
A. Inspection: After installation, the CONTRACTOR shall demonstrate that all manhole
sections have been properly installed and tested, level, with tight joints, at the correct
elevations and orientations, and that the backfilling has been carried out in
accordance with the Contract Documents.
PART11- PRODUCTS
11.1 GRANULAR SUBBASE
A. Granular subbase shall conform to Section 02200 Earthwork. The thickness of the
subbase material used to support concrete manhole bases shall be the same as the
adjacent pipline bedding.
11.2 CONCRETE
A. Ready- mixed, conforming to ASTM C 94, Alternate B. The concrete class for
manhole bases shall be 650 -C -4000. The concrete class for manhole shaft and
precast vault walls and top shall be 650 -C -4000 and contain at least 6 sacks of
cement per cubic yard. Maximum size of aggregate shall be 1.5 inches. Slump shall
be between 2 and 5 inches.
B. All concrete, mortar, and grout used in the construction of manholes shall conform to
SSPWC Section 201. Mortar shall be Class C.
11.3 FORMS
A. Exterior exposed surfaces of forms shall be made of plywood. Others shall be
matched boards, plywood, or other approved material. Provide forms on all vertical
surfaces. Trench walls, large rock, or earth will not be approved as form material.
11.4 REINFORCING STEEL
A. Conform to ASTM A 615, Grade 60, deformed bars.
B. Reinforcement for poured -in -place concrete bases is required for 72-inch diameter
and larger manholes unless otherwise shown on the Drawings.
11.5 POURED -IN -PLACE MANHOLES
A. Poured -in -place type manholes may be used provided all details of construction are
accepted by the ENGINEER.
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11.6 PRECAST MANHOLE SECTIONS
A. Precast manhole sections shall be minimum 60 inches inside diameter, conforming to
Standard Plan S -050 and to ASTM C 478. Minimum wall thickness shall be 6 inches
for reinforced sections and 8 inches for unreinforoed sections. Provide eccentric
cones for all manholes. Cones shall have same wall thickness and reinforcement as
manhole shaft section. Top and bottom of all sections shall be parallel. Joints shall
be tongue- and - groove with rubber gasket -type material such as RAM NECK or
approved equal conforming to ASTM C 443. The CONTRACTOR'S attention is
directed to specification for mortar /mastic sealing compound hereinafter.
B. Prior to the delivery of any size of precast manhole section on the jobsite, yard tests
will be conducted at the point of manufacture. The precast sections to be tested will
be selected at random from the stockpiled material, which is to be supplied for the
job. All test specimens will be mat tested, and shall meet the permeability test
requirements of ASTM C 14.
11.7 PRECAST BASE SECTIONS AND BASES
A. At the option of the CONTRACTOR, precast base sections or manhole bases may be
used provided all details of construction are approved by the ENGINEER. Base
sections shall have the base slab integral with sidewalls. Base slab shall be
constructed per Standard Plan S -050. Tie reinforcing steel to wall steel.
11.8 MANHOLE SHAFT /RISER EXTENSIONS
A. Concrete grade rings for extensions shall be P VC I ined by using Tee -lock cast -in-
place at the manufacturer, be a maximum of 6 inches high each and shall be
approved by The INSPECTOR before installation. The total height of grade rings
shall not be less than 12 inches nor be more than 24 inches above the cone section.
B. In general, manhole extensions will be used on all manholes in roads or streets or in
other locations where a subsequent change in existing grade may be likely.
Extensions will be limited to a height of from 12 to 24 inches. Finish grade for
manhole covers shall conform to finished ground or street surface level, unless
otherwise directed by the ENGINEER.
11.9 MORTAR
A. Standard premixed mortar conforming to ASTM C 387 or proportion 1 part portland
cement to 2 parts clean, well - graded sand which will pass a 1/8 -inch screen.
Admixtures may be used not exceeding the following percentages of weight of
cement: Hydrated lime, 10 percent; diatomaceous earth or other inert materials,
5 percent. Consistency of mortar shall be such that it will readily adhere to the pipe
when using the standard tongue- and - groove type joint. If the Keylock type joint is
used, t he consistency s hall b e s uch that a xcess mortar s hall b e f orced o ut of the
groove and support is not provided for the next precast manhole section to be
placed. Mortar mixed for longer than 30 minutes shall not be used.
11.10 MASTIC SEALING COMPOUND
A. Preformed plastic sealing compound used shall be QUIKSEAL or LTM by Associated
Concrete Products or equal, meeting requirements of Fed. Specification SS-S- 00210.
11.11 PIPE STUBOUTS FOR FUTURE SEWER CONNECTIONS
A. Pipe stubouts shall be 8 -inch VCP unless otherwise specified on the Drawings.
Strength classifications shall be the same class as in adjacent trenches. Where there
are two different classes of pipe at a manhole, the higher strength pipe will govern
strength classification. Rubber gasketed watertight plugs shall be furnished with
each stubout adequately braced against all hydrostatic or air test pressures. Stubouts
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shall be installed as shown on Standard Plan S -050; or 5 -051, unless otherwise
shown on the Drawings.
11.12 PRECAST CONCRETE VAULT
A. The precast concrete vault shall be precast with a 28 -day, 4000 -psi minimum
compressive strength concrete and designed for AASHTO H -20 loading. Minimum
dimensions are shown on the Drawings. Provide openings for pipes and grating as
shown on the Drawings.
11.13 MANHOLE FRAMES AND COVERS
A. Manhole frames and covers shall be fabricated of cast iron in the size and shape
detailed on the Drawings. Castings shall be tough, close- grained gray iron, sound,
smooth, clean, free from blisters, blowholes, shrinkage, cold shuts, and all defects,
and shall conform to ASTM A 48, Class 30B. Plane or grind bearing surfaces to
ensure flat, true surfaces. Covers shall be true and seat within ring at all points.
B. Frames shall have a minimum opening diameter of 36 inches.
C. Manhole frame and cover sets of the type, size and quantity indicated on the
Contract Documents, shall be installed at the locations shown on the plans in
accordance with Standard Drawings S -053 and 5 -054. In general, manhole frames
and covers shall be for covers 36- inches in diameter.
D. Frames and covers shall be designed for H -20 loading. Before leaving the foundry,
all castings shall be thoroughly cleaned and subjected to a hammer inspection. The
interior surfaces of the manhole frame and cover shall be coated in the field with not
less than 60 mils of coal -tar epoxy as specified in Section 09800 Protective Coating
of these Standard Specifications.
E. Each cover shall be ground or otherwise finished so that it will fit in its frame without
rocking. Frames and covers shall be shipped to the site in match - marked sets.
Covers shall have the word "SEWER" and "O.C.S.D." cast thereon in 3" high letters
as shown on the Standard Drawings S-053 and S -054. No other lettering shall
appear on the top of the covers.
F. Standard manhole frame and cover shall be Model A -1251 as manufactured by
Alhambra Foundry Co., Ltd., Model R- 1739 -A as manufactured by Neenah Foundry
Co., or equal. Bolted manhole frame and cover shall be Model A-125113-6 as
manufactured by Alhambra Foundry Co., Ltd., or equal.
G. Certification: When required by the ENGINEER, covers shall be tested by use of the
Transverse Test and be able to sustain a minimum breaking load of 2200 pounds
using a test bar measuring 1.2 inches in diameter and 21 inches long, with a distance
between supports of 18 inches. A laboratory certification containing transverse test
results for each lot of castings shall be furnished by the foundry.
PART 12 - EXECUTION
12.1 EXCAVATION AND BACKFILL
A. Conform to applicable portions of Section 02200 Earthwork. Backfill around
manholes shall be 2 -sack cement -sand slurry up to an elevation in the pipe trench
where compaction equipment can be utilized.
12.2 PAVING
A. Pavement removal and replacement for all excavations necessary for the
construction or repair of manhole shall conform to the provisions of Section 02550
Asphalt Concrete Pavement, of these Standard Specifications.
12.3
12.4
12.5
12.6
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CONCRETE BASE
A. Manhole bases shall be constructed of Class 650- C4000 concrete to the form and
dimensions shown on the Contract Documents.
B. All concrete manhole bases shall be formed and poured on a granular subbase
(6- inches minimum) having the same thickness as the bedding under the sewer on
which the manhole base is being built. Place and thoroughly compact with a
mechanical or power vibrating tamper.
C. That portion of the base above the invert elevation of the sewer pipe shall be formed
and lined with PVC plastic Tee -lock to provide a smooth channel section as shown
on the Drawings. The forms shall be checked and approved by the ENGINEER for
accuracy of dimensions and relative smoothness prior to pouring of the base. If
approved by the ENGINEER, free forming of bases may be allowed on pipelines 10
inches or smaller. The concrete shall be vibrated while it is being poured into the
form. Channels shall vary uniformly in size and shape from inlet to outlet, if required.
The manhole base shall be poured as one monolithic pour.
D. Construct concrete base in conformance with the details shown on the Drawings.
Vibrate to densify the concrete, screed and provide a tongue- and - groove circular
recess in the top of the base so that the first precast manhole shaft section to be
placed has a level, uniform bearing surface throughout the full circumference.
E. Install mastic sealing compound on base to assure watertight seal between base and
manhole shaft wall. First section shall be properly located, set and plumbed.
F. If material in bottom of trench is unsuitable for installation of the manhole, excavate
below, t he flow line as d irected by ENGINEER, and backfill to required grade with
gravel.
PLACING PRECAST MANHOLE SHAFT SECTIONS
A. Clean ends of sections of foreign materials. Place two wraps of mastic sealing
compound completely around the groove of lower section. Set next section in place.
Fill remaining interior and exterior joint cavity completelywith mortar of the proper
consistency. Trowel interior and exterior surfaces smooth on standard tongue -and-
groove joints. Wipe or otherwise clean the excess mortar from the inside of the
Keylock joint. Prior to completion, apply negative pressure or vacuum to manhole.
B. Prevent mortar from drying out and cure by applying an approved curing compound
or comparable approved method. Chip out and replace all cracked or defective
mortar. Completed manhole shall be rigid and watertight.
MANHOLE INVERT
A. Construct manhole inverts in conformance with details shown on the Drawings, and
with smooth transitions to ensure an unobstructed flow through manhole hole.
Remove all sharp edges or rough sections, which tend to obstruct flow. Where a full
section of pipe is laid through a manhole, saw cut and break out the top section as
indicated and cover exposed edge of pipe completely with mortar. Trowel all mortar
surfaces smooth.
B. All manhole channels shall not be less than inlet diameter. Channels shall be formed
smooth and round to allow cleaning to be pulled through the entire manhole.
FLEXIBLE JOINTS
A. Furnish and install 2 each — 2 -foot long pipe joints from all manhole walls per
Standard Drawings S -050. Lay pipes entering manhole holes on firmly compacted
granular base rock to undisturbed earth. Gravel base materials shall be as
previously specified.
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12.7 PIPE STUBOUTS FOR FUTURE SEWER CONNECTIONS
A. Install vitrified clay pipe stubouts in manholes for future sewer connections as shown
on the drawings or as required by the ENGINEER. Maximum length to first joint shall
be 1.5 feet outside the manhole shaft wall. Grout pipes in precast walls or form
manhole base around pipe sections to provide watertight seal around pipes.
Construct invert channels in accordance with details shown on the Drawings.
Provide compacted granular rock as specked hereinbefore to undisturbed earth
under all stubouts.
B. Install semi - permanent plugs at the end of stubouts with gasket joints similar to sewer
pipe being used. Plugs shall be capable of withstanding all internal or external
pressures without leakage. All plugs to be braced to prevent blowoffs.
C. All stubs shall be plugged with a factory stopper in the socket end, and a brick and
mortar plug in the spigot end. Brick and mortar plugs may be used on both ends of
stubs greater than 21 inches in diameter.
12.8 PERMANENT PLUGS
A. Clean interior contact surfaces of all pipes to be cut off or abandoned as shown.
Construct concrete plugs or factory-made stoppers at the end at of all pipes 18
inches or less in diameter. Minimum length of concrete plugs shall be 8 inches. For
pipe 21 inches and larger, the plugs may be constructed of common brick or concrete
block. Plaster the exposed face of block or brick plugs with mortar. All plugs shall be
watertight and capable of withstanding all internal and external pressures without
leakage.
12.9 MANHOLE EXTENSIONS
A. Install extensions in conformance with the details shown on the Drawings, and to
height determined by the ENGINEER. Lay grade rings In mortar with sides, plumb
and tops level. Seal remaining interior and exterior joints with mortar as specified for
manhole sections. Extensions shall be watertight.
B. Repair lining per Subsection 3:17
12.10 MANHOLE FRAMES AND COVERS
A. Install frames and covers on top of manhole to positively prevent all infiltration of
surface or groundwater into manholes. Frames shall be set in mortar on top of grade
rings as shown on Standard Drawing S -055. Set frames so that tops of covers are
flush with surface of adjoining pavement or ground surface, unless otherwise shown
or directed.
B. The elevation at which manhole frames and covers are to be set shall be as directed
by the ENGINEER in the field. Covers shall be installed flush with traveled pavement
and shoulders, 1/10 -foot above the surface between the traveled way and the
roadside ditch, and 18- inches above the surface in the roadside ditch, where
applicable. For flush installations the tolerance is +1/8-inch with installation as shown
on Standard Drawing 5 -055.
C. The frames and covers shall be cleaned of all foreign materials and to a fine
appearance and fit. All costs for installing manhole frame and cover sets in place as
described herein, including all necessary concrete work, shall be included in the
applicable contract unit price.
12.11 MANHOLE COLLARS
A. Construct a 12 -inch wide Class B concrete collar around the exterior perimeter of the
manhole frame and grade rings as shown on Standard Drawing S -055.
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B. The concrete collar shall extend down to the eccentric cone or flat -top as shown on
Standard Drawing S -055.
12.12 MANHOLE OVER EXISTING SEWERS
A. Construct manhole over existing operating sewer lines at locations shown. Perform
necessary excavation as specified above, break into existing line, and construct
manhole hole.
B. Maintain flow through existing sewer lines at all times, and protect new concrete and
mortar work for a period of 7 days after concrete has been placed. Advise
ENGINEER of plans for diverting sewage flow and obtain ENGINEER'S approval
before starting. ENGINEER'S approval will not relieve CONTRACTOR of
responsibility for maintaining adequate capacity for flow at all times and adequately
protecting new and existing work.
C. Construct the new base under the existing sewer and the precast sections as
specified herein.
D. Break out the existing pipe within the new manhole shaft or base section, cover the
edges with mortar, and trowel smooth. Make sure that PVC lining protects base.
12.13 SPECIAL MANHOLES
A. Construct special manhole in conformance with applicable parts of these
Specifications and as shown on the Drawings.
12.14 PRECAST CONCRETE VAULT
A. Install precast concrete vault at the locations shown on the Drawings. Provide
necessary excavation and backfill as specified herein.
12.15 HYDROSTATIC TESTING
A. Hydrostatic testing shall be performed as specified in Section 02730 Sanitary Sewer
System Testing.
12.16 MANHOLE REPAIR (NOT APPLICABLE FOR NEW MANHOLES, UNLESS DAMAGED)
A. General
1. The CONTRACTOR shall perform all concrete, mortar, gunite, grout and lining
repair, installation of new liner, frame and cover; adjustment to grade; and paving
as necessary for a complete repair of manholes as indicated on the Contract
Documents. All work shall be performed without restriction or interruption of
sewer flows. Detailed plans shall be submitted by the CONTRACTOR prior to
the beginning of construction, showing the type of any proposed or required
bypass systems to be used.
2. It is the responsibility of the CONTRACTOR to take adequate measures to
ensure that no debris is allowed to enter the sewer. If at any time debris does
enter the sewer, the CONTRACTOR shall clean the sewer to a point downstream
as determined by and to the satisfaction of the ENGINEER. All costs for cleaning
the sewer to remove the debris that was allowed to enter the sewer shall be
borne by the CONTRACTOR. Existing rings and covers shown to be replaced
shall be broken and disposed of by the CONTRACTOR in the presence of the
ENGINEER.
B. Surface Preparation
1. All interior surfaces shall be water blasted to remove all deteriorated brick,
concrete, or any existing coating until a solid structure of brick or concrete is
exposed. All grease and attached residue shall be removed during the surface
preparation. Water blasting shall be performed with a high - pressure water
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blaster with an adjustable pressure range of 5000 to 8000 psi. Debris from water
blasting shall not be allowed to enter the sewer.
C. Leak Stoppage
1. Prior to the application of the mortar- leveling course for any liner, the
CONTRACTOR shall stop all leaks in the structure. The method for stopping the
leaks shall be the CONTRACTOR'S option as approved by the ENGINEER. The
DISTRICT shall not be responsible for any method or procedure that fails to stop
leaks.
D. Mortar Application
1. Preparation of the existing surfaces shall be approved by the ENGINEER before
application o f t he m ortar- leveling c ourse. Mortar or g unite s hall be applied to
remove all surface irregularities and to provide a smooth surface on which to
apply the liner. All surfaces shall be as dry as possible prior to the installation of
the liner.
2. A mortar - leveling course shall be required on all brick manholes. A
mortar- leveling course is not required on precast concrete manholes unless
indicated otherwise.
12.17 MANHOLE LINING (NOT APPLICABLE TO 48 -INCH DIAMETER MANHOLES)
A. PVC Liner
1. PVC liner for new manholes shall be furnished and installed according to Section
06620 Plastic Liner, of these Standard Specifications, Standard Drawing S -050
and as described herein.
2. All T -lock ribs shall be oriented vertically. Field joints in liner between precast
concrete sections shall not be made until the joint mortar has been allowed to
cure at least 48 hours.
3. Plastic liner (other than Tee -lock which is cast -in -place) for existing manholes
and repairs shall be plain sheet and shall be attached to the structure by RAM -
NEK by Henry Company, Kent Seal by Hamilton Kent or approved equal. All
areas of repair shall be spark tested by the CONTRACTOR in the presence of
the ENGINEER. All areas of repair shall be patched by the CONTRACTOR to
the satisfaction of the ENGINEER.
4. The liner must be continuous, seamless, free from any holes or defects, and
completely bonded to the existing structure, and have returns at joints with
unlined surfaces.
5. Liner shall comply with all requirements of Section 210 -2 of SSPWC.
B. Polyurethane Lining (Not Used)
Section 02730
SANITARY SEWER SYSTEM TESTING
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PART 13- GENERAL
13.1 THE REQUIREMENT
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A. The CONTRACTOR shall furnish all tools, equipment, materials, and supplies and
shall perform all labor required to complete the work as indicated on the Drawings
and specified herein.
B. This section covers the performance of all pipeline flushing and testing, complete, for
sanitary sewer system piping as specified herein and in accordance with the
requirements of the Contract Documents.
C. This section includes the requirements for television inspection of the installed pipe
after flushing and testing, but prior to final acceptance and introduction of sewage
flow.
13.2 RELATED WORK SPECIFIED ELSEWHERE
A. Section 02200 Earthwork
B. Section 02622 Vitrified Clay Pipe
C. Section 02726 Manhole and Precast Vault Construction
13.3 REFERENCE SPECIFICATIONS, CODES AND STANDARDS
A. Comply with the applicable reference specifications as specified in the GENERAL
REQUIREMENTS.
B. Comply with the current provisions of the following Codes and Standards.
1. Standard Specifications SSPWC Section 306 -1.4, Testing Pipelines.
2. Standard Specifications SSPWC Section 500- 1.1.5, Television Inspection.
13.4 CONTRACT SUBMITTALS
A. Submittals shall be made in accordance with the GENERAL REQUIREMENTS,
B. The CONTRACTOR shall submit in writing all proposed plans for testing, and for
water conveyance, control and disposal. The CONTRACTOR shall also submit
written notice 48 hours in advance of the proposed testing schedule for review and
concurrence of the ENGINEER.
PART 14 - PRODUCTS
14.1 GENERAL
A. Temporary valves, plugs, bulkheads, and other air pressure testing and water control
equipment and materials shall be provided by the CONTRACTOR subject to the
ENGINEER'S review. No materials shall be used which will be injurious to pipeline
structure and future function. Air test gages shall be laboratory- calibrated annually
test gages and shall be recalibrated by a certified laboratory at the CONTRACTOR'S
expense prior to the leakage test, only if required by the ENGINEER.
PART 15 - EXECUTION
15.1 GENERAL
A. All pipeline trenches shall be backfilled and compacted per Section 02200 Earthwork,
prior to testing of pipe.
B. Release of water from pipelines, after testing has been completed, shall be
performed as reviewed by the ENGINEER.
C. All testing operations shall be performed in the presence of the ENGINEER.
•
15.2 TESTING OF PIPELINE
15.3
3.4
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A. General: All gravity sewer pipes and service laterals shall be tested for exfiltration
and /or infiltration and deflection, as specified. All manholes shall be tested for
leakage, as specified. Manholes shall be tested prior to backfill placement, whereas
all pipe shall be backfilled and compacted prior to testing. All leakage tests of
sanitary sewer systems shall be in conformance with SSPWC Section 306 - 1.4.1. For
pressure sewers (force main) tests, the water pressure shall be measured at the
lowest point of the pipeline section being tested.
B. Water Exfiltration Test shall be in conformance with SSPWC Section 306 - 1.4.2.
C. Air Pressure Test shall be in conformance with SSPWC Section 306 - 1.4.4.
D. At the CONTRACTOR'S option, joints may b e a it tested individually, joint by joint,
with the use of specialized equipment. The CONTRACTOR shall submit its joint
testing procedure for the ENGINEER'S review and approval prior to testing. Prior to
each test, the pipe at the joint shall be wetted with water. The maximum test
pressure shall be 3.0 psi. The minimum allowable pressure drop shall be 1.0 psi over
a 30- second test period.
TESTING OF MANHOLES
A. If required by the ENGINEER, all sewer manholes shall be hydrostatically tested for
leakage after installation, but prior to being backfilled. Prior to hydrostatic testing, all
manholes shall be visually inspected for leaks. All leaks or cracks shall be repaired
by the CONTRACTOR, prior to hydrostatic testing, to the satisfaction of the
ENGINEER and the INSPECTOR. All pipes entering the manhole shall be sealed at
a point outside the manhole walls so as to include testing of the pipe /manhole joints.
The manhole shall be filled with water to a level 2 inches below the top of the frame.
Safety lines shall be secured to all plugs utilized. A manhole may be filled 24 hours
prior to time of testing, if desired, to permit normal absorption into the pipe walls to
take place. After a period of at least one hour to allow the water level to stabilize, the
water level shall be checked. The water level shall again be checked after a period
of 4 hours. Leakage in each manhole shall not exceed 0.1 gallon per hour per foot of
head above the invert. If the water level is reduced by this amount or greater, the
leakage shall be considered excessive. The CONTRACTOR shall then be required
to make all necessary repairs and retest the manhole. The exterior of the manhole
shall be inspected during this period for visible evidence of leakage. Visible moisture,
sweating, or beads of water on the exterior of the manhole shall not be considered
leakage, but any water running across the surface will be considered leakage and
shall be repaired to the satisfaction of the ENGINEER and the INSPECTOR
regardless of the volume of water lost.
B. Manholes and appurtenances shall be as watertight and free from infiltration as
possible. Any evidence of leakage shall be repaired to the satisfaction of the
ENGINEER at the expense of the CONTRACTOR.
C. When, in the ENGINEER'S opinion, the groundwater table is too low to permit visual
detection of leaks, project manholes shall be hydrostatically tested.
D. All costs of testing manholes for water tightness shall be included in the appropriate
contract unit price.
CLOSED CIRCUIT TELEVISION (CCTV) INSPECTION
A. Television inspection for VCP alignment and grade and damaged or defective pipe in
place; after the pipe has been installed, backfilled and compacted to grade, tested for
leakage, manholes raised to grade, but prior to final resurfacing, the pipe shall be
videotaped from manhole -to- manhole. Videotaping procedures shall conform to
requirements of SSPWC Section 500 -1.1.5 Television Inspection. In addition, the
a�
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system shall continuously display the following on- screen data; contract number,
date, time, distance (in feet) from the insertion manhole and manhole identification
codes. Should videotaping indicate any faulty installation of the pipe, repairs or
replacements shall be made at the CONTRACTOR's expense by a method
acceptable to the ENGINEER. Repaired pipe and/or segments shall be retested and
revideotaped, at no additional cost to the DISTRICT, until final acceptance is
achieved.
Section 02999
TEMPORARY HANDLING OF SEWAGE FLOW
PART 16 - GENERAL
16.1 WORK DESCRIPTION
This section provides the specification for the CONTRACTOR'S responsibilities for the
temporary handling of sewage, monitoring of odors and the implementation of best
management practices (BMPs) for mitigating odors. This includes the inspection,
construction, modifications, and relocations of District sewers and facilities.
16.2 CONTRACTOR SUBMITTALS
Unless otherwise indicated, the following shall be submitted to the ENGINEER within 15
days after receiving the Notice to Proceed, in compliance with the GENERAL
REQUIREMENTS, and as specified herein.
For each phase or operation:
A. Sewage bypass pipe material and fittings.
B. Plans showing details of proposed method of temporary handling of sewage flow,
routing and protection of bypass lines, containment areas, equipment location,
schematic of pump set -up and discharge, and proposed sequencing.
C. Pump characteristic curves, electrical, controls, and instrumentation.
D. Spill Prevention, Control, and Countermeasure plan as described in Part 3.2 of this
specification.
E. Monitoring reports, readings, schedules and information as required in Paragraph
3.3, Odor Monitoring including materials, methods and equipment to be used to
monitor odors.
16.3 PAYMENT
Unless otherwise provided in these specifications, full compensation for temporary
handling of sewage, the spill prevention, control and counter measure plan, and odor
monitoring shall be included in the contract unit price for which such work is appurtenant
thereto, and no additional allowance shall be made therefore. Said various contract unit
prices shall include all labor, materials, tools, and equipment necessary or incidental to
the temporary sewer service operations. DISTRICT forces will not assist the
CONTRACTOR with flow handling, or installation of diversions during the work.
PART17- PRODUCTS
17.1 PUMPING EQUIPMENT
In the event the CONTRACTOR elects to use engine driven pumps, the engines shall be
muffled in such a manner that the maximum noise level will not exceed 80 dBA at a
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distance of five feet from the engine. Lower noise levels may be specified in the permit
by g overning agencies. Regardless of the noise level, soundproofing shields not less
than eight feet high shall be provided around each engine to absorb noise. Standby
pumping equipment shall be onsite continuously during pumping to provide 100 percent
standby pumping capacity. The CONTRACTOR shall provide manpower to continuously
monitor the pumping equipment on a 24 -hour basis while in operation and activate
standby equipment, if necessary. Standby pumping shall be directly connected or
capable of being installed within one half the time estimated the line will surcharge.
Pumping equipment and piping shall be pressure tested and leak free prior to operation.
The pumping system and /or odor control system shall be completely operational to the
satisfaction of the ENGINEER, prior to the existing system being taken out of service.
17.2 TEMPORARY PLUGGING OF SEWER
Plugs shall be a heavy -duty inflatable type with a steel rod through plug centerline, a
retaining plate and an eye -lift on both ends. Plugs shall be new, made of natural rubber
and shall show no cracks or signs of damage. The plugs shall have a flexible sealing
design to compensate for any irregular interior surface of the corroded pipe. The plug
length shall be suitable for the specific application and shall be equipped with continuous
pressure monitoring and an audible alarm when pressure drops below the minimum
pressure, a s recommended b y the m anufacturer. E ye -lifts s hall b a s ecured b y a 5/8"
diameter stainless steel pulling cable and accessible without requiring entry for plug
removal. To expedite removal, plugs shall be installed on the upstream side of
manholes, unless otherwise approved by the ENGINEER. A double block and bleed may
be required to protect workers per O.S.H.A.
PART 18 - EXECUTION
3.1 TEMPORARY HANDLING OF SEWAGE
The CONTRACTOR shall construct, operate, maintain, and remove, without damage to
existing structures, all temporary sewage handling facilities. The CONTRACTOR shall
investigate and monitor the flow depth and odor conditions in the existing sewer during
low and high flow periods. Additional consideration shall be given for inflow and
infiltration during wet weather. Flow and odor data on the existing DISTRICT facilities
may be available from the DISTRICT. However, the DISTRICT does not guarantee the
depth of flow or odor concentration during the construction. Temporary means may
require the construction of bypass lines and bulkheads, pumping, scrubbers, chemical
treatment, or a combination thereof.
Under no circumstances shall sewage or solids be deposited onto the ground surface,
streets, or into ditches, catch basins or storm drains or natural drainage ways. Sewage
shall be handled in a manner so as not to create a public nuisance, health hazard, or
odor complaint.
The CONTRACTOR shall be responsible for continuity of sanitary sewer service to each
facility connected to the trunks sewers during the execution of the work to be performed
under this Contract. In the event that sewage backup or odors occur and enters
dwellings, other structures, or affect the public, the CONTRACTOR shall be responsible
for cleanup, repair, property damage costs, fines imposed by jurisdictional authorities,
and all claims arising therefrom. All spills shall be contained and returned to the sewer
system and odors mitigated.
3.2 SPILL PREVENTION, CONTROL AND COUNTERMEASURE PLAN
The CONTRACTOR shall prepare, submit and carry out a spill prevention, control and
countermeasure plan that incorporates the following, for each phase of the work:
A. The CONTRACTOR shall include or reference in the plan, materials provided as
submittals per 1.2 above.
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B. The CONTRACTOR shall provide in the plan a description of all emergency
equipment for bypassing flow, containment, cleanup, and repair of any damage.
Specifics shall include as applicable, but are not limited to:
(a) 1) Pipe patch kits
(b) 2) Sand bags
(c) 3) Rubber matting
(d) 4) Bypass pipes, pumps, and other relevant equipment
(e) 5) Extra pumps
(f) 6) Secondary containment in trench or other surrounding
land relief
C. The CONTRACTOR shall maintain equipment on site.
D. The CONTRACTOR shall provide the DISTRICT with at least three (3) people who
can be contacted and are available 24 hours per day by phone to address on site
emergencies. The CONTRACTOR shall provide the daily schedule with names,
phone numbers, and hourly working schedules of three persons that may be brought
on site any time. CONTRACTOR shall provide notification of any substitution in
writing at least two days in advance. When bypassing flows, CONTRACTOR shall
have at least two people on site 24 hours per day to monitor and maintain the bypass
and implement the emergency procedures in case of an emergency.
E. The CONTRACTOR shall describe the method used to protect storm drains during
construction on the plan. The description shall include where the storm drains are
located (simple map of sewer pipe, storm drains, waterways, and any relief features)
that could assist in containing the spill. The plan shall describe how storm drains will
be blocked in the event of a spill. Describe any other response - related plans (bypass
pumping set ups, etc.).
(2) The CONTRACTOR shall coordinate the plan with the construction storm
water management Best Management Practices (BMP) (see Section
02270) to protect water quality and respond to spills of sewage,
groundwater, or fuels, ensuring there are no conflicts with implementing
each of the respective programs. The CONTRACTOR shall describe all
spill prevention measures (e.g. monitoring of upstream manholes,
monitoring in the trench).
F. The following spill procedures shall be incorporated into the CONTRACTOR'S plan
1) If a spill is detected or a catastrophic pipe failure occurs, the immediate priority of
the CONTRACTOR shall be to prevent any sewage from reaching surface waters
and storm drains. The CONTRACTOR shall immediately protect all drains using
rubber mats or sand bags.
2) The CONTRACTOR shall anticipate the following failure mode in his plan and be
prepared to act accordingly.
As the CONTRACTOR is excavating for a new trench and comes across
moderate leaks in the existing pipe, the CONTRACTOR shall make
coupling/clamp repairs as soon as possible to minimize sewage flow into the
trench. If the leak is too large to make fast coupling repair, the CONTRACTOR
shall start bypassing (see bypassing sequence below), then make repair.
3) In case of catastrophic leak, the CONTRACTOR shall immediately start the
bypassing sequence:
r
! s
a) Plug downstream side of the upstream manhole.
b) Insert bypass pump. The pump shall be sized to handle peak flow of the
sewer.
c) Connect hose from pump to discharge point. NOTE: Hose shall already be
in place and connected to a downstream discharge point at all times when
working near or with live sewers.
4) In event of any spill, the CONTRACTOR shall immediately and in parallel with
above activities, notify the DISTRICT'S Control Center at 714 - 593 -7025 and
request the DISTRICT'S Collections staff to be dispatched. The CONTRACTOR
should attempt to give the best indication of the approximate size of the spill
( <1,000 gallons is small; 1,000 gallons to 10,000 gallons is medium; and >10,000
gallons is large) along with the approximate amount, if any, of sewage reached a
storm drain or channel to the Control Center staff so they can dispatch the
appropriate response.
Collections staff will respond to monitor the CONTRACTOR'S clean -up related
activities to ensure the spill is cleaned in accordance with DISTRICT'S standards
and permit. It is the CONTRACTOR'S responsibility to provide the primary
means for pipe repair and spill recovery and clean -up including mobilizing any
necessary equipment to be onsite within an hour of a spill. Clean up may require
a sweeper truck, vector truck, and/or other equipment. All DISTRICT time and
material and special equipment for spill cleaning will be deducted from the
CONTRACTOR'S progress payment
5) The CONTRACTOR shall attempt to pond the water in an area away from storm
drains that can be easily a nd fully recovered for discharge to the DISTRICT'S
collection system. This ponding activity should not impact any environmentally
sensitive areas.
6) The CONTRACTOR and ENGINEER with the assistance of District's Collections
staff shall coordinate the most efficient and appropriate response, repair, and
cleanup as soon as possible. The CONTRACTOR will cooperate with the
DISTRICT staff to the fullest extent possible in order to minimize the impacts and
volume of the spill in the most efficient manner possible.
7) NO form of disinfection is allowed (especially if the water is reaching State
waters). All wash water and sewage - contaminated wash water must be
contained and recovered in the same manner as the sewage.
8) In the event of a spill, the CONTACTOR shall be prepared to document the spill,
its likely cause, and the coordinated response with a video camera and
photographs. The CONTRACTOR is required to attend a debriefing immediately
after the spill is contained and cleaned up.
G. The CONTRACTOR shall comply with the Regional Water Quality Control Board,
Health Department, and the DISTRICT Standards, permits, and regulations. The
CONTRACTOR shall cooperate with DISTRICT staff and other regulators and
environmental agencies. In the event the Regional Water Quality Control Board
levies a fine on the District because of a sewage spill caused by the Contractor
(directly or indirectly) due to his lack of attention to procedures or other negligence,
the CONTRACTOR shall be held responsible and liable for reimbursing the
DISTRICT for the entire amount of any fine imposed by the Regional Water Quality
0 0
Control Board. The California Water Code gives the Regional Water Quality Control
Board to fine up to $10 per gallon and $10,000 per day for an illicit discharge.
3.3 ODOR MONITORING
The CONTRACTOR shall comply with the Odor Monitoring requirements as
specified below:
A. The CONTRACTOR shall prepare a listing of all potential construction
activities that might produce odors. For each of these construction activities,
the CONTRACTOR shall include the scheduled construction date(s),
expected construction duration(s), a listing of the potential receptors, and the
distance to these receptors. Potential nuisance odor areas shall include open
manholes, and open sewers where sewage gases can be present or can be
released. Potential nuisance odor areas do not include covered manholes that
are sealed or plugged (closed) sewer pipes.
All potential construction activities that might produce odors shall be
identified on the construction schedule as required in the General
Requirements. If multiple construction activities of this type are required
simultaneously due to schedule constraints, multiple sets of gas analyzers
shall be obtained and provided for monitoring.
B. For each site where potential odors may be produced, the CONTRACTOR
shall prepare a plan for monitoring with the use of four gas analyzers. The
high range gas analyzers shall be located in the manhole and the three low
range gas analyzers shall be located in a circular pattern approximately 120
degrees separation and at a distance and height (between 6 and 12 feet above
the ground) as approved by the DISTRICT. The CONTRACTOR shall
submit each monitoring plan in the form of a Shop Submittal for review and
acceptance.
C. The CONTRACTOR shall obtain fully functioning and calibrated hydrogen
sulfide gas analyzers to measure hydrogen sulfide emission concentrations
from potential odor areas during construction. The CONTRACTOR shall
obtain three low range hydrogen sulfide gas analyzers, and one high range
hydrogen sulfide gas analyzer. The hydrogen sulfide gas analyzers shall be
Odalog as manufactured by App -Tek International Pty Ltd or approved equal.
The low range hydrogen sulfide gas analyzers shall be capable of measuring
and logging hydrogen sulfide gas concentrations between 0.01 and 2 ppmv.
The high range hydrogen sulfide gas analyzer shall be capable of measuring
and logging hydrogen sulfide gas concentrations between 0 to 200 ppmv. The
CONTRACTOR shall also obtain one software kit for downloading data from
the gas analyzer, and one calibration kit for calibrating the gas analyzer per
the manufacturer requirements. All gas analyzers and accessories that are
purchased by the CONTRACTOR shall become the property of the
DISTRICT at the end of the project. The analyzers shall be in good working
0 0
order when turned over to the District. The software and calibration kits shall
also be provided at the same time.
Prior to purchase, the CONTRACTOR shall submit a shop submittal for
review and acceptance. The CONTRACTOR shall ensure that the gas
analyzers are calibrated by the manufacturer.
D. After acceptance of the monitoring plan for the specific construction site
where odors are anticipated, the CONTRACTOR shall notify the ENGINEER
and the INSPECTOR at least forty -eight (48) hours in advance of the
proposed work.
E. The CONTRACTOR shall, prior to the commencement of any work, place all
gas analyzers as identified on the reviewed shop submittal.
F. The CONTRACTOR shall determine the means of achieving less than 10
ppbv at the receptors, as required in the General Requirements, prior to the
commencement of all work. Where mitigative measures are planned, they
shall be in place during the construction period.
G. The CONTRACTOR shall download and record the readings of the hydrogen
sulfide gas concentrations daily and present these results in a tabular format to
the DISTRICT. Readings shall be logged at an interval to be determined by
the DISTRICT. Readings shall be organized in a way that specifies which gas
analyzer was used and the location of the analyzer. The CONTRACTOR
shall provide these organized readings to the INSPECTOR at a frequency to
be determined by the DISTRICT (which may be daily or less frequently).
H. The DISTRICT may choose to download the data directly from the hydrogen
sulfide gas analyzers that the CONTRACTOR has set up on -site. The
DISTRICT may also set up independent hydrogen sulfide gas analyzers at the
construction site for additional monitoring. If the CONTRACTOR's
hydrogen sulfide gas analyzer readings do not reasonably correlate with the
DISTRICT's hydrogen sulfide gas analyzer readings, the DISTRICT may
require calibration of all gas analyzers, and reevaluation of the monitoring set
UP.
I. The CONTRACTOR shall record the wind speed and prevailing wind
direction where the high range gas monitor has been installed. Depending on
wind speed and direction, the CONTRACTOR may be required by the
DISTRICT during the course of construction to adjust the locations of the
three low range gas analyzers so that at least one of the three low range gas
analyzers remains directly downwind of the high range gas monitor and the
remaining two monitors also relocated to maintain the 120 degree separation.
i
0 0
If hydrogen sulfide concentrations exceed 10 ppbv at any of the low range gas
monitors (DISTRICT or CONTRACTOR) during the course of construction
work or tie -ins, the CONTRACTOR shall invoke Best Management Practices
(BMPs) for mitigation, and notify the DISTRICT immediately. If the
CONTRACTOR fails to mitigate ambient hydrogen sulfide concentrations
below 10 ppbv at the receptors using BMPs, the CONTRACTOR shall stop
work immediately and coordinate with the DISTRICT on further odor
mitigation and control prior to commencement of work at the site where odors
are released.
K. The CONTRACTOR shall abide by the following Best Management Practices
(BMPs), at a minimum, to prevent emissions of nuisance odors when
hydrogen sulfide concentrations exceed 10 ppbv during the course of
construction work:
Cover manholes and openings where bypass pumps are used with plywood
or other approved material, including sealing cracks and edges with
sealing putty or caulking. Ensure that all covers are secure, safe from
vandalism and safe from potential life and safety hazards (i.e. falling or
tripping hazards).
ii. Seal open sewer pipes during tie -ins
iii. Keep the duration of open manholes to a minimum
iv. Plug sewers as necessary to reduce odor emissions
V. Provide in -line bypasses in closed conduits when working in manholes
vi. Reasonably prevent sewer gases from escaping the construction work area
If the DISTRICT staff determines that odor control is required during construction, the
CONTRACTOR shall coordinate with the DISTRICT staff for odor control and
mitigation requirements. All chemical, liquid or vapor treatment measures will be
provided by the DISTRICT.
MAY i i 2004
CITY OF NEWPORT BEACH
CITY COUNCIL STAFF REPORT
Agenda Item No. 8
May 11, 2004
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: Public Works Department
Sean Crumby, P.E.
949 - 644 -3311
scrumby@city.newport-beach.ca.us
SUBJECT: STORM DRAIN AND SEWER REPLACEMENT - AWARD OF CONTRACT
NO. 3645
RECOMMENDATIONS:
1. Approve the plans and specifications.
2. Award Contract No. 3645 to GCI Construction, Inc. for the total bid price of
$730,255.00, and authorize the Mayor and the City Clerk to execute the contract.
3. Establish an amount of $72,000 to cover the cost of unforeseen work.
4. Approve a reimbursement agreement with the Orange County Sanitation District.
5. Approve a budget amendment increasing revenue estimates by $93,430 in
account 250 -5901, Affordable Housing Contributions, and $93,430 in account
250 -4839, Orange County Sanitation District Contributions, transferring $63,313
from City -Wide Slurry Account 7181- C5100462 to Storm Drain Improvement
Program 7181- C6100008, and increasing expenditure appropriations by
$186,860 in 7251- C5100755.
DISCUSSION:
At 10:00 A.M. on April 27, 2004 the City Clerk opened and read the following bids for
this project:
BIDDER
Low GCI Construction, Inc.
2 Southern Ca. Underground Contracting
3 Majich Brothers
4 Clarke Contracting
5 W.A. Rasic
6 SRD Engineering
TOTAL BID AMOUNT
$730,255.00 "
$782,905.00
$826,100.00
$1,056,026.00
$1,074,446.71
$1,075,735.00 "
"Corrected Bid Amount
Subject: Storm Drain Replant - Award of Contract No. 3440
May 11, 2004
Page: 2
The low total bid amount is eight percent above the engineer's estimate of $675,000. The
low bidder, GCI Construction Inc., possesses a California General W' Contractors
License as required by the project specifications. A check of the Contractors references
indicates they have satisfactorily completed similar projects for other municipalities and
the City of Newport Beach in the past.
The project consists of removing and replacing selected portions of failed sewer main and
storm drains at various locations throughout the City. Various methods are being utilitized
to rehabilitate these facilities as some of the facilities have challenging locations and
conditions. In addition, the City is relocating the Orange County Sanitation District's
(OCSD) Coast Trunk Sewer through the proposed Bayview Landing Senior Housing site.
OCSD has an existing 24 -inch trunk sewer main in an easement through the wetlands
restoration area proposed as part of the senior housing. Because their easement will
become inaccessible once the wetlands are restored, the trunk sewer must be relocated
into the adjacent City streets.
Attached for Council consideration is the reimbursement agreement with OCSD. City staff
has prepared the plans and specifications for the relocation project and OCSD has agreed
to pay fifty percent of the construction cost, which amounts to $93,430. Because the
Coast Trunk was constructed in the 1950's, and is nearing the end of its useful design life,
OCSD agreed to contribute their replacement funds for a portion of the work. The sewer
main showed signs of wear and the manholes near and through the Bayview site were
deteriorated. The relocation of the trunk sewer will take place in concert with the rough
grading of the Bayview Landing site planned for late May and June.
Per the Contract Specifications the Contractor will have 100 consecutive working days
to complete the work.
Environmental Review:
The City's portion of the project was determined to be exempt from the California
Environmental Quality Act (CEQA) pursuant to Section 15302 of the CEQA
Implementing Guidelines at the time the project was authorized by the City Council.
This exemption covers the maintenance and alteration of existing public facilities with
negligible expansion of the facilities in areas that are not environmentally sensitive.
The OCSD trunk sewer relocation was included in the mitigated negative declaration for
the Bayview Landings Senior Housing and Park project dated February 25, 2003.
Funding Availability:
In addition to existing funds in the Sewer Main Master Plan account, the following
funding sources will contribute to the project:
• $177,502 is currently available in the Storm Drain Improvement Program. The
proposed budget amendment will transfer $63,313 to use the surplus from the
Citywide Slurry Account Gas Tax CIP (7181- C5100462).
Subject: Storm Drain Repl *nt — Award of Contract No. 3440
May 11, 2004
Page: 3
0
The proposed reimbursement agreement with the Orange County Sanitation
District will provide for $93,430 in funding. This reimbursement will occur at the
conclusion of the project, and funds will be received in fiscal year 2004 -05.
The budget amendment from Affordable Housing Contributions, 250 -4901 for
$93,430.00 to Bayview Landing OCSD Trunk Sewer Relocation Account 7251 -
05100755 will make up the remainder of the funds required for the project.
Upon approval of the recommended budget amendments, sufficient funds will be
available in the following accounts for the project:
Account Description
Sewer Main Master Plan
Storm Drain Improvement Program (General Fund)
Storm Drain Improvement Program (Gas Tax)
Bayview Landing OCSD Trunk Sewer Relocation
Prepared by:
Sean Crumby
Associate Civil Engineer
Submitted by:
m
:s Director
Account Number
7531- C5600292
7012- C5100008
7181- C5100008
7251- C5100755
Total:
Amount
$374,580.00
$177,502.00
$63,313.00
$186,860.00
$802,255.00
and J-4& 1,4
Stephen ej y
Associate Civil Engineer
Project Location Map
Bid Summary
Reimbursement Agreement
Budget Amendment
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
TITLE: 2003 -2004 Sewer and Storm Drain Improvements. BID LOCATION: City Clerk's Office - City Hall
CONTRACT NO.: C3645 DATE: 27- Apr -04 TIME
ENGINEER'S. ESTIMATE: $673,940.00 BY: SC CHECKED: MS
PROJECT MANAGER: Sean Crumby
h .1userslpbw%h2reNcontrac600 -016BIU SUMMARY C- 3645.xis Page 1.
11
Engineers Estimate
LOW - GCI Construction
2ND - Southern California
Underground Contracting
ITEM I DESCRIPTION IQUANTITY
I UNIT I AMOUNT
UNIT
AMOUNT
UNIT
.AMOUNT
Storm Drain Improvements D- 5257 -S
Al
Mobilization
1
LS
13,965.00
13,965.00
52,000.00
52,000.00
45,000.00
45,000.00
A2
Traffic Control
1
LS
7,000.00
7,000,00
4,000.00
4,000.00
15;000.00
15,000.00
A3
Remove Ex. &Install 8 ga. 27' X 43• CAPA W7Trench Resud
80
LF
125.00
10,000.00
170.00
13,600.00
300:00
24,000.00
A4
Remove Ex. & m uul a ga. 27' X 43' CAPA W/ andsape Resto
. 65
LF
195.00
7,475.00
165.00
10,725.06
300.00
19,500.00
A5
Remove Ex.& Instill 8 ga. 31'X$1" CAPA`N&andswpe Resler,
25
LF
155,00
3,875.00
17&00
4,450.00
350.00
8,750.00
A6
Remove Ex. & Install8 ga. 13" X 22' CAPA Wrrrench Resud
125
LF
00.00
11,250.00
115.00.
14,375.00
260.00
32,500.00
A7
Remove Ex. & Install 12" RCP, D -2500 WRrench Resurf.
125
LF
85.00
10,625.00
135:00
16,875.00
250.00
31,250.00
A8
Remove Ex. & Install 18" RCP,D -2500
65
LF
80.00
5,200.00
165.00
10,725:00
250.001
16,250.00
A9
Remove Ex. & Install 18" RCP,D -2500 Wrl-rench Resud.
185
LF
100ml
18,500.00
125.00
23,125.00
165.00
30,525.00
A10
Remove Ex. &.Install 18" PVC, SO R-35.
170
LF
60.00
10,200.00
90.00
15,300.00
165.00
28,050.00
All
Remove Ex. & InsW11 1W PVC, SOR -35 W/Landsape Restore.
20
LF
70.00
1,400.00
140.00
2,800.00
225.00
4,500.00
Al2
Provide and Install Bollard
1
EA
300.00
300.00
1,500.00
1,500.00
1,000.00
1,00000
A13
PCC Pipe Collars
3
EA
300.00
900.00
620.00
1;860.00.
1.000.00
3,000.00
A14
Remove and Construct PCC Junction Structure #1
2
EA
3,500.00
7,000.00
3,300.00
6,600.00
3,000.00
6,000.00
A15
Remove and Construct Side Inlet
1
EA
2,000.00
2,000.00
4,500,00
4,500.00
4,000.00
4,000.00
A16
Remove and Construct Loral Depression
2
EA
300.00
600.00
1,400.00
2,800.00
1,500.00
3,000.00
A17
Remove and Construct 6" Thick AC Roadway
6
TONS
60.00
360.00
220.00
1,320.00
125.00
750.00
A18
Remove and Construct 8" Thick PCC Street Panels
1,200.
SF
7.00
8.400.00
15.00
18,00000
12.001
14,400.00
A19
Remove and Construct 4" Thick PCC Channel Lining
200
SF
10.00
2.000.00
30.00
6,000.00
25.001
5,000.00
A20
Remove and Construct PCC Sidewalk
430
SF
5.00
2,150.00
8,00
3,440.00
6.00
2,580.00
A21
Remove and Construct PCC Curb Access Ramp
250
SF
6.00
1,500.00
14.00
3,500.00
10.00
2,500.00
A22
Remove and Construct Type "A" PCC Curb and Gutter
100
LF
30.00
3,000.00
45.00
4,500.00
45.00
4,500.00
A23
Install Storm Drain Filter
13
EA
200.00
2.600.00
500.00
6,500.00
750.00
9,750.00
A24
Abandon Existing Storm Drain
1
LS
3,500.00
3,500.00
1,200.00
1,200.00
3,000.00
3,000.00
A25
Remove and Reinstall. Chain Link Fence
40
LF
25.00
1,000.00
28.00
1,120.00
20.00
800.00
A26
Survey
1
LS
5,500.00
5.500.00
4,000.00
4,000.00
4,500.00
4,500.00
Subtotal
$740,300
$234,815
$320,105
h .1userslpbw%h2reNcontrac600 -016BIU SUMMARY C- 3645.xis Page 1.
11
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
TITLE: 2003 -2004 Sewer and Storm Drain Improvements BID LOCATION: City Clerk's Office - City Hall
CONTRACT NO.: C -3645 DATE: 27 -Apr -04 TIME
ENGINEER'S ESTIMATE: .$673,940.00 BY: SC CHECKED: MS
PROJECT MANAGER: Sean Crumby
f1usems pbw)sharedccntrachOD- 01\\810 SUMMARY C- 3645.xis Page 2
E
Engineers Estimate
LOW -GCI Construction
2ND - Southern California
Underground Contracting
ITEM DESCRIPTION IQUANTITY
I UNIT
AMOUNT
UNIT
AMOUNT
UNIT
AMOUNT
Sewer Main Improvements IS - 5202 -5
B7
Mobilizalion
1
LS
1 15,000:00
15,000.00
29,000.00
29,000.00
35,000.00
35,000.00
B2
Traffic Control
1
LS.
10,000.00
10,000.00
11,000.00
11,000.00
5,000.00
5,000.00
B3
Prepare WPCP
1
LS
2,000.00
2,000.00
2,20000
2,200.00
3,000.00
3,000.00
B4
Remove and Reconstruct 8" VCP Sewer
930
LF
250.00
232,50000
136.00
126,480.00
115.00
106,950.00
B5
Pipeburst 8" Sewer
195
LF
100.00
19:500.00
170.00
33,150.00
218.00
42,510.00
66
Remove and Reconstruct 8" PCC Pavement
2,500
SF
12.00
30,000.00
11.00
27,500.00
8.00
20,000.00
B7
Remove and Reconstruct. AC Pavement
4,500
SF
4.00
1$000.00
4.30
19,350.00
6.00
27,000.00
B8
Conslruct Alley Approach
3
EA
2,500,00.
7,500.00
2,200.00
6,,600.00
1,500.00
4,500.00
B9
Remove and Replace Landscaping Improvements
1
LS
4,000.00
4,000.00
9,000.00
'9,000.00
5,000.00
5,000.00
B10
Reeon8lruc15ewer Lateral
6
EA
.50000
3,000.00
4,500.00
27;000.00
500.00
3,000.00
811
Construct 48" SSMH per CNB STD -001 -L
7
EA
3,000.00
21,000.00
3,300.00
23,100.00
4;000.00
28,000:00
B12'
Remodel Existing 48" SSMH
3
EA
1;500,00
4,500.00
1,000.00
3,000.00
1,500.00
4,500.00
816
Trench Excavation Safety Measures
1
LS
3;000.00
3,000.00
3,000.00
3,000.00
'10,000.00
10,000.00
B17
Construction Surveying
1
LS
1,000.00
1,000.00
4,900.00
4;900.00.
3,000.00
3,000.00
B18
Provide As -Built Drawings
1
LS
1,000.00.
1,000.00
300.00
300:00
500.00
500.00
Subtotal
$372,000
$325;580
$297,960
OCSD -Sewer Main Im rovements 5.13.1
C1
110clailization
1
1 LS
1 15,000.00
15,000.00
40,000.00
40000.00
5,000.00
5,000.00
C2
Traffic . Control
1
LS
5,000.00
5,000.00
2,500.00
2,500.00
3,000.00
3,000.00
C3
Abandon SSMH per Detail on sheet 3
2
EA
2.000.00.
4,000.00
2,200.00
4,400.00
1,000.00
2,000.00
C4
Remove SSMH Shafi, Cover, and Base
1
EA
4,000.00
4,000.00
4,000.00
4,000.00
1,000.00
1,000.00
C5
Construct 8" VCP Sewer w/ Trench Resurfacing
6
LF
250.00.
1,500.00
325.00
1,950.00
300.00
1,800.00
C6
Construct 24" VCP Sewer wl Trench Resurfacing
300
LF
220.00
66,000.00
167.00
50,100.00
275.00.
82,500.00
C7
Construct 60" SSMH per OCSD S -050
4
EA
8;000.00
32,000.00
9,500.00
38,000.00
6,000.00
24,000.00
C8
Construct 48" SSMH per CNB STD 401 -L
1
EA
6.000.00
6.000.00
3,100.00
3,100.00
4,000.00
4,000.00
C9
Construct 8" PCC Cross Gutter
410
SF
12.00
4,920.00
13.00
5,330.00
12.00
4,920.00
C10
Cold Mill AC Pavement
6,800
SF
0.40
2;720.00
0.60
4,080.00
0.90
6,120.00
Cl l
Construct 1.5' AC Overlay
70
TONS
1 50.00
3,500.00
40.00
'2,800.00
100.00
7,000.00
C12
Install Traffic .Stnpin g, Markings and Markers
1
LS
2,000.00
2,000.00
2;200.00
2;200.00
2.000.00
2.000.00
C13
Dewalering
1
10,000.00.
6,600.00
6,600.00
2,000.00
2.000.00
C14
Trench Excavation Safe Measures
1
3,000.00.
1,300.00
1,300.00
15,000.00
15.000.00
C15
Construction Surve ing
1
1;000.00
3,200.00
3,200.00
4,000.00
4,000.00
C16
Provide As -Built Drawings
1
=LS3.000.00
1,000.00
300.00
300.00
500.00
50000
$161,640
$169 860
$164,840$673,940.00.
LOW
$730,255.00
2ND
$782,905.00
f1usems pbw)sharedccntrachOD- 01\\810 SUMMARY C- 3645.xis Page 2
E
TITLE: 2003 -2004 Sewer and Storm Drain Improvements
CONTRACT NO.: C -3645 10:00 a.m.
ENGINEER'S ESTIMATE: $673,940.00 DATE:
PROJECT MANAGER: Sean Crumby
f. \usemlpbw\shareMmnlrac600 -01X1010 SUMMARY C- 3645.xis Page 3
3RD - Majich'Brolhers
4TH - Clarke Contracting
5TH - W.A. Rasic
6TH - BIRD Engineering
ITEM DESCRIPTION IQUANTITY
UNIT
AMOUNT
UNIT
AMOUNT
UNIT
AMOUNT
UNIT
AMOUNT
Storm Drain Improvements 0.5257 -5
Al
Mobilization
1
LS
30,000.00
30.000.00
33,500.00
33,500.00
51,770.00
51,770.00
8;500.00
8;500.00
A2
Traffic Control
1
LS
7,500.00
7,500.00
6,000.00
6,000.00
14,513.00
14,513.00
14,400.00
14,400.00
A3
Remove Ex. & Install a ga. 27' %43" CAPA WlTrench Resud
80
LF
250.00
20,000.00
288.00
23,040.00
273.65
21,892.00
284.00.
22,720.00
A4
Remove Ex. &install aga. 27' X 43' CAPA W&andsrape Reslor
. 65
LF
250.00.
16,250.00
275.00
17,875.00
280.18
18,211.70
246.00
15.990.0
A5
Remove Ex.. &WSW 8 ga. 31- X 50' CAPA W,Landscape Reston
25
LF
275.00
6,875.00
313.00
7,825.00
327,76
8,194.00
360.00
9,000.00
A6
Remove Ex. & Install 6 ga. 13" X 22' CAPA WlTrench Resurl
125
LF
230.00
28,750.00
213.00
26;625.00
152.09
19,011.25
240.00
30,000.00
A7
Remove Ex. & Install 12' RCP, 0.2500 WlTrench Resud.
125
LF
200.00
25.000.00
160.00
20,000.00
183.13
22,891.25
176.00
22,000.00
A8
Remove Ex. & Install 18" RCP,0-2500
'65
LF
225.00.
14,625.00
229.00
14,885.00
188.89
12,277.85
210.00.
13,650.00
A9
Remove Ex. & Install 18' RCP,D-2500 WlTrench Resud:
185
LF
225.00
41.625.00
172.00
31.620.00
258.56
47,833.60
166.00
30,710.00
A10
Remove Ex. &.Install 18" PVC, SDR -35:
170
LF
200.00
34,000.00
168.00
28,560.00
209.33
35;586.10
250.00
42,500.00
All
lRemove Ex. & Install 16-PVC, SDR -35 W&andscape Restore.
20
LF
210.00
4,200.00
190.00
3,800.00
233.55
4,671.00
374.00
7,480.00
Al2
Provide. and Install Ballard.
1
EA
250.00
250.00
700.00
700.00
149.00
149.00
800.00
800.00
A13
PCC Pipe Collars
3
EA
1,000.00
3,000.00
600.00
1,800.00
693.00
2,079.00
850,00
2,550.00
A14
Remove and Construct PCC Junction Structure R1
2
EA
4,500.00
9,000.00
4,900.00.
9,800.00
5;508.00
11,016.00
.2,900.00
5;800.00
A15
Remove and Construct Side Inlet
1
EA
5;000.00.
5.000.00
5,200.00
5,200.00
4,039.00
4.039.001
5,700.00
5,700.00
A16
Remove and Construct Local Depression
2
EA
1,500.00
3,000.00
1,700.00
3,40000
1,134.00
2,268.00
1,460.00
2,920.00
A17
Remove and Construct 6" Thick AC Roadway
6
TONS -
60.001
360.00
200.001
1,200.00
121.67
730.02
1;140.00
6,840.00
A18
Remove and Construct W Thick PCC Street Panels
1,200
SF
10.00
12.000.00
23.00
27;600.00
10.17
12,204.00
15.40
18.480.00
A19
Remove and Construct 4' Thick PCC Channel Lining
200
SF
40.00
8,000,00
11.00
.2,200.00
20.66
4,132.00.
45.00
9,000.00
A20
Remove and Construct PCC Sidewalk
430
SF
4.50
1,935.00
8.00
3,440.00
9.86
4,239.80
9.80
4,214.00
A21
Remove and Construct PCC Curb Access Ramp
250
SF
12.00
3,000,00
15.00
3,750.00
33.64
8,410.00
11.70
2,925.00
A22
Remove and Construct Type "A" PCC Curb and Gutter
900
LF
32.00
3;200.00
65.00
6,500.00
41.11
4,111.00
56.00
5;600.00
A23
Install Storm Drain Filter
13
EA
750.00
9,750.00
2,500.00
32,500.00
4,697,00
61,061.00
1,570.00
20,410.00
A24
Abandon Existing Storm Drain
1
LS
5,000.00
5.000.00
'3;500.00
3.500.00
1,661.00
1,661.00
3,000.00
3,000.00
A25
Remove and Reinstall Chain Link Fence
40
LF
10.00
400.00
40.00
1,600.00
67.18.
2.687.20.
104.00
4,160,00
A26
Survey
1
LS
4,000.00
4,000.00
4,500.00
4,500.00
3,375.06
3,375.00
4,400.00
4,400.00.
$296,720
$321,620
$379,014
1
$313,749
f. \usemlpbw\shareMmnlrac600 -01X1010 SUMMARY C- 3645.xis Page 3
Sewer and Storm Drain
ENGINEER'S ESTIMATE: $673,940.00
PROJECT MANAGER: Sean Crumby
f. Wse rslpbwlsharedlcontactt00 -0111BID SUMMARY C- 3645.xis Page 4
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3RD - Mailch Brothers.
4TH - Clarke Contracting
5TH - W.A. Rasia
8TH - SRO Engineering
ITEM DESCRIPTION
IQUANTITY
UNIT
AMOUNT
UNIT
AMOUNT
UNIT
AMOUNT
UNIT
AMOUNT
Sewer Main Improvements S-
5202 -5
B1
Mobilization
1
LS
35,000.00
35,000.00
26,500.00
26,500.00
59,636.00.
59,636.00.
37,000.00
37,000.00
B2
Traffic Control
1
LS
7,500.00
7;500.00
7,000.00
7,000.00
6,750.00
6,750.00
46,000.00
46,000.00
B3
Prepare WPCP
1
LS
3,000.00
3,000.00
6,000.00
6,000.00
4;793.00
4,793.00
4,140.00
4,140.00
B4
Remove and Reconstruct 8 "VCP Sewer
.930
LF
19000
176,700.00
216.00
200,880.00
222.87
207,269,10
232.00
215,760.00
B5
Pipeburst8" Sewer
195
LF
230.00
44,850.00
350.00.
68,250.00
460.76
89,848.20
344.00
67,080.00
B6
Remove and Reconstruct e" PCC Pavement
2,500
SF
10.00
25,000.00
78.00
45,000.00
11.86
29,650.00
26.00
65,000.00
B7
Remove and Reconstruct AC Pavement
4,500
SF
5.00
22,500.00
6.00
27.000.00
6.18
27,810.00
9.60
43;200.00
38
Construct Alley .Approach
3
EA
1,500.00
4,500.00
2,200.00.
6;600.00
3,757.67
11,273.01
2,960.00
8,880.00
B9
Remove and .Replace Landscaping Improvements
1
LS
10,000.00
10,000.00
8,000.00
8,00000
.2,214,00
2,214.00
24,000.00
24,000.00
B10
Reconstruct Sewer Lateral
6
EA
500.00
3,000.00
6,000.00
36,000.00
2,001.33
12,007.98
2.900.00
17,400.00
B11
Construct 48" SSMH per CNB STD -001 -L
7
EA
2;000.00
14,00000
3,400.00
23,800.00
3,661.86
25,633.02
4,540.00
31,780.00
B12
Remodel Existing 48" SSMH
3
EA
1,000.00
3,000.00
1.500.00
4,500.00
1,075.67
3,227.01
1,470.00
4,410.00
B16
Trench Excavation Safety Measures
1
LS
10;000.00
10,000.00
30,000.00
30,000.80
7;088.00
7,088.00
6,200,00
6,200.00
B17
Construction Surveying
1
LS
5,000.00
5,000.00
5,500.00
5,500.00
5,400.00
5;400.00
3,840.00
3,840.00
B18
Provide AS -Built Drawings
1
LS
3,000.00
3,000.00
600.00
600.00
1,080.00
1,080.00
1,500.00
1,500.00
$367,050
$495,630
$493,679
$576,190
OCSD - Sewer Main Im rovemenIs 5 -13 -1
C1
Mobilization
1
LS
15;000.00
15,000.00
34,500.00
34;500.00
32,906.00
32.906.00
6,300.00
6,300.00
C2
Traffic Control
1
LS
4,000.00
4,000.00
7,000.00
7,000.00
4,050.00
.4,050.00
7,800.00
7,80000
C3
Abandon SSMH per Detail 4 on sheet
2
EA
1,500.00
3.000.00
2.500.00
5,000.00
2,325.50
4.651.00
2,700.00
5,400.00
C4
Remove SSMH Shaft, Cover, and Base
1
EA
1,000.00
1,000.00
3.500.00
3;500.00
3;328.00
3,328.00
4,600.00
4,600.00
C5
Construct 8" VCP Sewer wl Trench Resurfacing
6
LF
190.00
1,140.00
216.00
1,296.00
1,276.17
7,657.02
520.00
3,120.00
C6
Construct 24" VCP Sewer wl Trench Resurfacing
300
LF
230000
69,000.00
330.00
99,000.00
247.09
74,127.00
198.00
59,400.00
C7
Construct 60" SSMH per OCSD 5 -050
4
EA
6,000.00
24,000.00
7,600.00
30,400.00
5,214.50
20,858.00
8,800,00
35,200.0
Ce.
Construct 48" SSMH per CNB STD-401 -L
1
EA
2.000.00
2,000.00
3.400.00
3,400.00
5,299.00
5,299.00
5,800,00
5,800.00
C9
Construct 8" PCC Cross Gutter
410
SF
9.00
3,690.00
18.00
7.380.00
16.17
.6,629.70
14.00
5,740;00
010.
Cold Mill AC Pavement
6,800
SF
0.20
1,360.00
1.00
6,800.00
1.60
10,880.00
0.97
6,596.00
Ct t
Construct 1.5" AC Overlay
70
TONS
52.00
3.640.00
175.00
12,250.00
138.67
9,706.90
167.00
11,690.00
C12
Install Traffic Striping, Markings and Markers
1
LS
5,000.00
5,000.00
4,000.00
4,000.00
.2,025.00
2,025.00
3,000.00
3,000.00
C73
Dewatering
1
LS
15,000.00
15,000.00
10;000.00.
10.000.00
8,768.00
8,768.00
24,800.00
24,800.00
C14
Trench Excavation Safety Measures
1
LS
10,000.00
10.000.00
10,000.00
10,000.00
6,413.00
6,413:00
2,570.00
2,570.00
C15.
Construction Surveying
1
LS:
3,000.00
3,000.00
3,500.00
3,500.00
3,375.00
3,375.00
3,180.00
3,180.00
C16
Provide As -Built Drawings
1
LS
1,500.00
1,500.00
750.00
750.00
1.080.001
1,080.00
600.00
600.00
$162,330
$238,776
1 $201,754
$185,796
,3RD
$826,100.00
4TH
$1,056,026.00
5TH
1 $1,074,446.71
6TH
$1,075,735.00.
f. Wse rslpbwlsharedlcontactt00 -0111BID SUMMARY C- 3645.xis Page 4
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C-I
Li
INsllu1HIJ_.7.y aim Dia11C11. 3JAZ1&IIA
THIS REIMBURSEMENT AGREEMENT ( "Agreement "), is made and entered into on this
day of 2004, by and between:
LIN01
ORANGE COUNTY SANITATION DISTRICT, a
County Sanitation District, hereinafter referred to as
"District";
CITY OF NEWPORT BEACH, California, a
Municipal Corporation, hereinafter referred to as
"City ".
District and City are sometimes hereinafter individually referred to as "Party" and
hereinafter collectively referred to as "Parties ".
RECITALS
WHEREAS, District is a duly organized County Sanitation District existing pursuant to the
County Sanitation District Act, California Health and Safety Code section 4700, et seq., providing
for the ownership, operation, and maintenance of wastewater collection, treatment, and disposal
facilities within Orange County, California; and
WHEREAS, City is a duly organized Municipal Corporation existing pursuant to the laws of
the State of California; and
WHEREAS, City is planning to develop a low- income senior housing project in the City,
near the intersection of Jamboree Road and Backbay Drive ( "City Project "); and
WHEREAS, City Project will require realignment of District's Coast Highway Trunk Sewer
Line ( "Coast Highway Trunk "), including abandoning a portion of the Coast Highway Trunk
( "Trunk Realignment"), located near the intersection of Jamboree Road and Backbay Drive in the
City; and
WHEREAS, City has agreed to provide design services for the construction of the Trunk
Realignment at its sole cost and expense; and
WHEREAS, City is willing to let, administer, and manage a construction contract for the
construction of the Trunk Realignment; and
WHEREAS, City has agreed to construct the new portion of the Coast Highway Trunk and
abandon in place an unneeded portion of the Coast Highway Trunk to accommodate the City
Project; and
179905.3
Page 1 of 7
0 9
WHEREAS, City has agreed to obtain, at its own cost and expense, any easements necessary
for the Trunk Realignment, and District has agreed to quitclaim to The Irvine Company ( "TIC ") the
existing easement for that portion of the Coast Highway Trunk to be abandoned, and the easement
for an unconstructed alignment for Project 5 -46 Backbay Sewer; and
WHEREAS, District has agreed to reimburse City for one -half (1/2) of the actual
construction costs of the Trunk Realignment upon completion; and
WHEREAS, District has agreed to generate, at its own cost and expense, all legal
descriptions associated with the Trunk Realignment.
AGREEMENT
NOW THEREFORE, in consideration of the mutual promises set forth herein, the Parties
hereto agree as follows:
Section 1: Recitals. The Recitals above are deemed true and correct, are hereby
incorporated in this Section as though fully set forth herein, and each Party to this Agreement
acknowledges and agrees that such Party is bound by the same.
Section 2: Elements of Agreement. City and District shall work cooperatively together
so that Trunk Realignment can be constructed in a manner which minimizes costs and impacts to
the public. The specific terms and conditions governing the elements of this Agreement are set
forth hereinafter.
Section 3: City's Specific Obligations. City shall:
A. Provide design services necessary for the Trunk Realignment at its sole cost
and expense.
B. Prepare and issue a public works bid package and let, administer, and manage
a construction contract for the construction of the Trunk Realignment.
C. Obtain all necessary permits for construction of the Trunk Realignment.
D. Submit prepared plans and specifications for the design and construction of
the Trunk Realignment to the District for review and approval by District's Director of Engineering.
The plans and specifications shall meet District's standards and technical requirements for the
Trunk Realignment. Such approval shall not be unreasonably withheld.
E. In accordance with District standards and technical requirements, construct
the realigned portion of the Coast Highway Trunk necessary to accommodate the City Project and
abandon in place that portion of the District Coast Highway Trunk which will not be needed
following completion of the Trunk Realignment.
179805.3
Page 2 of 7
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F. Obtain the written approval of the Districts' Director of Engineering of the
Trunk Realignment prior to accepting the improvements. Such approval shall not be unreasonably
withheld.
G. Furnish and deliver to District "as built" drawings of the Trunk Realignment
and any additional project - related documents requested by District, all at no cost to District.
H. Require a one -year warranty on the project from its contractor which
warranty shall be assigned by City to District upon transfer of the Trunk Realignment to District,
and which shall read as follows:
"Contractor guarantees for a period of one (1) year from the date of final acceptance
of the work by City that the Contractor shall repair or remove and replace any work,
together with any other work which may be displaced in so doing, that is found to be
defective in workmanship and/or materials without any expense to City or its
assigns, ordinary wear and tear excepted. If Contractor fails to comply with this
warranty within one (1) week after being notified in writing, City or its assigns are
authorized to proceed to have the defects remedied at Contractor's expense who shall
pay the cost and charges thereof immediately on demand. If, in the opinion of City
or its assigns, defective work detected during the guarantee period creates a
dangerous condition or requires immediate correction or modification to prevent
further loss to City or its assigns or to prevent interruption of City or its assigns
operations, City or its assigns shall be authorized to repair the condition without
prior notice to the Contractor and Contractor shall pay the cost and charges thereof
immediately upon demand. Contractor's obligations under this section are in
addition to Contractor's other express or implied assurances under this Contract and
State law and in no way diminish any other rights that City or its assigns may have
against Contractor for faulty materials, equipment, or work. The Faithful
Performance Bond and Labor and Materials Bond shall continue in full force and
effect for the guarantee period."
I. Upon completion of the Trunk Realignment, transfer ownership of the Trunk
Realignment to District free of any cost to the District (except as otherwise set forth in Sections 4.A.
and 6), along with any easements necessary for the project.
J. This Agreement is contingent upon the City obtaining any easements
necessary for the Trunk Realignment from TIC and/or other persons /entities. City shall obtain, at its
own cost and expense, all easements necessary for the Trunk Realignment, in a form approved by
the District. District shall have no responsibility for obtaining or paying the cost of obtaining the
easements necessary for the project. If City fails to obtain all necessary easements for the project,
District may, in its sole discretion, terminate this Agreement at no cost to District.
179805.3
Page 3 of 7
11
9
Section 4: District's Specific Obligations. District shall:
A. Generate, at its own cost and expense, all legal descriptions associated with
the Trunk Sewer Realignment
B. Upon completion of the Trunk Realignment, and upon receipt of an invoice
and supporting documentation from City detailing the actual project construction costs, reimburse
City for one -half (1/2) of the actual cost of the construction of the Trunk Realignment. As used in
this Agreement, Construction Costs shall not include costs for preparation of legal descriptions,
costs of acquiring easements, project design costs and City administrative costs for the Project.
C. At all times during the progress of construction of any work, District shall
have access to the work thereof for the purpose of inspection of Project progress.
D. Retain final authority to accept or reject the contractor's work on the Trunk
Realignment. District shall act reasonably in the exercise of such authority.
E. Upon transfer of the Trunk Realignment to District, District shall quitclaim to
TIC the following two (2) easements: (1) the existing easement for that portion of the Coast
Highway Trunk to be abandoned, and (2) the easement for the unconstructed alignment for Project
5 -46 Backbay Sewer.
Section 5: Change Orders and Design Addenda. District shall be provided the
opportunity to review and approve all design addenda and construction change orders that pertain to
the Trunk Realignment. Such approval shall not be unreasonably withheld.
Section 6: Timing of Reimbursement. When the Trunk Realignment is completed, City
shall submit an invoice and supporting documentation to District showing the actual cost of the
construction of the Trunk Realignment. District shall pay City one -half (1/2) of the actual cost of
the construction of the Trunk Realignment within sixty (60) days of District's receipt of the invoice
and supporting documentation. Construction costs are currently estimated at $160,000.00.
Section 7: Environmental Documentati on. City shall be responsible for compliance
with the California Environmental Quality Act ( "CEQA ") (Pub. Resources Code, Section 21000 et
seq.) for all activities associated with the Trunk Realignment.
Section 8: Hold Harmless.
A. City shall defend and hold District, its officers, employees, agents, and
consultants free and harmless from any and all claims, damages, or demands arising out of City's
performance of its obligations under this Agreement.
B. District shall defend and hold City, its elected and appointed officials,
employees, agents, and consultants free and harmless from any and all claims, damages, or demands
arising out of District's performance of its obligations under this Agreement.
Section 9: Insurance. City shall require the construction contractor to maintain the
insurance policies in the amounts stated herein during all times of the construction project. City
179805.3
Page 4 of 7
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shall not allow contractor or subcontractor(s) to commence work on the project until insurance is
obtained in accordance with the requirements of this section.
City shall require that insurers be admitted carriers and authorized to transact business in the
State of California and that insurers have an "A - ", or better, Policyholder's Rating, and a Financial
Rating of at least Class VII, or better, in accordance with the most current A.M. Best Rating Guide.
City shall include a provision in its contract with contractor that District may require contractor to
substitute any insurer whose rating drops below the levels herein specified and that the substitution
shall occur within twenty (20) days of written notice to contractor by District or its agent.
City shall require contractor to famish District with original certificates and amendatory
endorsements effecting coverage. Said policies and endorsements shall conform to the
requirements herein stated. All certificates and endorsements are to be received and approved by
District before work commences. District reserves the right to require complete, certified copies of
all required insurance policies, including endorsements, affecting the coverage required by these
specifications, at any time.
City shall require that such policies shall name District, its officers, employees, agents, and
consultants as additional insureds thereon by endorsement to such policies. City shall require that
each insurance policy required by this section shall be endorsed to state that coverage shall not be
cancelled by either party, except after thirty (30) days' written notice. City shall require coverage in
at least the following amounts:
A. General Liability. $1,000,000.00 per occurrence for bodily injury, personal
injury, and property damage and $2,000,000.00 aggregate for bodily injury,
personal injury, and property damage.
B. Automobile Liability. $1,000,000.00 combined single limit per accident for
bodily injury and property damage, including non -owned and hired vehicles.
C. Workers' Compensation. Workers' Compensation, in accordance with the
Workers' Compensation Act of the State of California for a minimum of
$1,000,000.00. Such Workers' Compensation Insurance shall be endorsed to
provide for a waiver of subrogation against District.
Section 10: Term. The term of this Agreement shall be in full force and effect until the
specified obligations of both Parties have been fulfilled or rescinded by both Parties.
Section 11: Agents. Any contractor, subcontractor, or consultant performing work in
connection with the Trunk Realignment shall be conclusively deemed to be an agent of City.
Section 12: Notices. All notices or other communications required or permitted
hereunder shall be in writing and shall be personally delivered or sent by registered or certified
mail, postage prepaid, return receipt requested, delivered or sent by electronic transmission, and
shall be deemed received upon the earlier of: (i) the date of delivery to the address of the person to
receive such notice if delivered personally or by messenger or overnight courier; (ii) three (3)
business days after the date of posting by the United States Post Office if by mail; or (iii) when sent
if given by electronic transmission. Any notice, request, demand, direction, or other
179605.3
Page 5 of 7
9 •
communication sent by electronic transmission must be confirmed within forty -eight (48) hours by
letter mailed or delivered. Notices or other communications shall be addressed as follows:
To District: Orange County Sanitation District
Post Office Box 8127
Fountain Valley, CA 92728 -8127
Attention: Penny Kyle, Board Secretary
Facsimile: (714) 962 -0356
To City: City of Newport Beach
3300 Newport Boulevard
Newport Beach, CA 92663
Attention: Public Works Director
Facsimile: (949) 644 -3020
Section 13: Jurisdiction. In the event of a dispute regarding performance or interpretation
of this Agreement, the venue for any action to enforce or interpret this Agreement shall lie in the
Superior Court of California for Orange County. In the event that suit is brought by either Party to
enforce the terms and provisions of this Agreement or to secure the performance hereof, the
prevailing Party shall be entitled to reasonable attorneys' fees, costs, and necessary disbursements
in addition to any other relief to which it may be entitled.
Section 14: Force Majeure. Except for the payment of money, neither Party shall be
liable for any delays or other non - performance resulting from circumstances or causes beyond its
reasonable control, including without limitation, fire or other casualty, Act of God, strike or labor
dispute, war or other violence, acts of third parties, or any law, order, or requirement of any
governmental agency or authority.
Section 15: Governing Law. This Agreement shall be governed by the laws of the State
of California.
Section 16: Entire Agreement. This Agreement constitutes the entire understanding and
agreement between the Parties and supersedes all previous negotiations between them pertaining to
the subject matter thereof.
Section 17: Waiver. A waiver of a breach of the covenants, conditions, or obligations
under this Agreement by either Party shall not be construed as a waiver of any succeeding breach of
the same or other covenants, conditions, or obligations of this Agreement.
Section 18: Modification. Alteration, change, or modification of this Agreement shall be
in the form of a written amendment, which shall be signed by each Party.
Section 19. Severability. Whenever possible, each provision of this Agreement shall be
interpreted in such a manner as to be effective and valid under applicable law, but if any provision
of this Agreement shall be invalid under the applicable law, such provision shall be ineffective only
to the extent of such prohibition or invalidity, without invalidating the reminder of that provision, or
the remaining provisions of this Agreement.
179N05.3
Page 6 of 7
11
Section 20. Agreement Execution Authorization. Each of the undersigned represents and
warrants that he or she is duly authorized to execute and deliver this Agreement and that such
execution is binding upon the entity for which he or she is executing this document.
IN WITNESS WHEREOF, the Parties hereto have caused this Agreement to be executed as
of the day and year first above written.
APPROVED AS TO FORM:
GENERAL COUNSEL
APPROVED AS TO FORM
M
City Attorney
ORANGE COUNTY SANITATION DISTRICT
Blake P. Anderson, General Manager
Secretary, Board of Directors
CITY OF NEWPORT BEACH
By
Mayor
ATTEST:
City Clerk
FAUSERSV' "Shared\ AGREEMENTS - Outside \OCSD Reimbursement Agreement 4- 26- 04.DOC
179895.3
Page 7 of 7
y of Newport Beac�
BUDGET AMENDMENT
2003 -04
EFFECT ON
BUDGETARY FUND BALANCE:
X
Increase Revenue Estimates
X
Account
Increase Expenditure Appropriations AND
X
Transfer Budget Appropriations
SOURCE:
Affordable Housing Contribution
$93,430.00
FY 04 -05
from existing budget appropriations
X
OC Sanitation District Contribution
from additional estimated revenues
EXPENDITURE APPROPRIATIONS (3603)
from unappropriated fund balance
EXPLANATION:
This budget amendment is requested to provide for the following:
NO. BA- 04BA -057
AMOUNT: $250,173.00
Increase in Budgetary Fund Balance
Decrease in Budgetary Fund Balance
X No effect on Budgetary Fund Balance
To increase revenue estimates and expenditure appropriations and to transfer expenditure appropriations related to
Storm Drain and Sewer Replacement, C -3645.
ACCOUNTING ENTRY:
BUDGETARY FUND BALANCE
Fund Account
Description
Amount
Debit Credit
REVENUE ESTIMATES (3601)
Fund /Division
Account
Description
250
5901
Affordable Housing Contribution
$93,430.00
FY 04 -05
250
4839
OC Sanitation District Contribution
$93,430.00
EXPENDITURE APPROPRIATIONS (3603)
Description
Division
Number
7181
Gas Tax
Account
Number
C5100462
Citywide Slurry Program
$63,616.00
Division
Number
7181
Gas Tax
Account
Number
C5100008
Storm Drain Improvement Program
$63,616.00
Division
Number
7251
Contributions.
Account
Number
C5100755
Bayview Landing OCSD Trunk Sewer Relocation $186,860.00
Division
Number
Account
Number
Signed:
Signed:
Signed:
1
financial Approval: Administrative SServices Director
Administrative Approval: City Manager
City Council Approval: City Clerk
Date
S e°
Date
ijty of Newport Beaco NO. BA- 04BA -057
BUDGET AMENDMENT
2003 -04 AMOUNT: $250,173.00
EFFECT ON BUDGETARY FUND BALANCE:
X Increase Revenue Estimates Increase in Budgetary Fund Balance
X Increase Expenditure Appropriations AND � Decrease in Budgetary Fund Balance
X Transfer Budget Appropriations X No effect on Budgetary Fund Balance
SOURCE:
X from existing budget appropriations
X from additional estimated revenues
from unappropriated fund balance
EXPLANATION:
This budget amendment is requested to provide for the following:
To increase revenue estimates and expenditure appropriations and to transfer expenditure appropriations related to
Storm Drain and Sewer Replacement, C -3645.
ACCOUNTING ENTRY:
BUDGETARY FUND BALANCE Amount
Fund Account Description Debit . Credit
REVENUE ESTIMATES (3601)
Signed:
Signed:
Approval: Administrative Services Director
City Manager
Signed: (/We JwLe— J10 . W4
City Council Approval: City Clerk
- Q3- O
Date '
514119411
e
A/0 .
Date
Fund /Division
Account
Description
250
5901
Affordable Housing Contribution
$93,430.00
FY 04-05
250
4839
OC Sanitation District Contribution
$93,430.00
EXPENDITURE APPROPRIATIONS (3603)
Description
Division
Number
7181
Gas Tax
Account
Number
C5100462
Citywide Slurry Program
$63,616.00
Division
Number
7181
Gas Tax.
Account
Number
C5100008
Storm Drain Improvement Program
$63,616.00
Division
Number
7251
Contributions
Account
Number
C5100755
Bayview Landing OCSD Trunk Sewer Relocation $186,860.00
Division
Number
Account
Number
Signed:
Signed:
Approval: Administrative Services Director
City Manager
Signed: (/We JwLe— J10 . W4
City Council Approval: City Clerk
- Q3- O
Date '
514119411
e
A/0 .
Date