HomeMy WebLinkAboutC-2584 - Amethyst Avenue Storm Drain & Opal Avenue Storm DrainCITY OF NEWPORT BEACH
OFFICE OF THE CITY C ERK
P.O. BOX 1768, NEWPORT BEACH; CA 92658 -8915
May 3, 1988
(714) 644 -3005
Wilson Equipment Rentals, Inc.
11056 So. Benson Ave.
Ontario, CA 91762
Subject: Surety: Balboa Insurance Company
Bonds No.: NAA 004189
Contract No.: C -2584
Project: Amethyst Avenue Storm Drain and Opal
Avenue Storm Drain
The City Council of Newport Beach on April 11, 1988 accepted
the work of subject project and authorized the City Clerk to
file a Notice of Completion and to release the bonds 35 days
after the Notice has been recorded in accordance with
applicable sections of the Civil Code:
The Notice was recorded by the Orange County Recorder on
April 14, 1988, Reference No. 88- 170396.
Sincerely, 7
Irene Butler
Assistant City Clerk
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cc: Public Works Department
3300 Newport Boulevard, Newport Beach
�ECORDING
QVESTEDBy eND
PLEASE RETURN TO:
City 'Clerk�e 88- �� ?'L 6
�xEMPr rcoROU+c REQUEST PERK I T039
City of Newport s ach GOVERNMFNTCODE 6103
3300 Newport Blvd.
Newport Beach, CA 92663 -3884
NOTICF, OF COMPLETION EXEMPT
NO CONSIDEMPON C10
PUBLIC WORKS
1 o All Laborers and Material Men and to Every Other Person Interested:
YOU WILL PLEASE TAKE NOTICE that on April 11, 1988
the Public Works project consisting of Amethyst Avenue Storm Drain and opal Avenue.--
Storm Drain (C -2584)
on which Wilson's Equipment Rentals, Inc., 11056 So. Benson Ave., Ontario, CA 91762
was the contractor, and Balboa Insurance Company, 3349 Michelson Dr., Irvine, CA 92715
was the surety, was completed.
"APR 2 9' 1988
VERIFICATION
�'r,—the undersigned, say:
CITY OF NEWPORT BEACH
Public Works Director
I am the Public Works Director of the City of Newport Beach; the foregoing
Notice of Completion is true of my own knowledge.
I declare under penalty of perjury that the foregoing is true and correct.
Executed on I April 12, 1988 at Newport Beach, California.
J!4oCssY. - zd x
Public' Works Director
VERIFICATION OF CITY CLERK
I, the undersigned, say:
I am the City Clerk of the City of Newport Beach; the City Council of said
City on April 11, 1988 accepted the above described work as
completed and ordered that a Notice of Completion be filed.
I declare under penalty of perjury that the foregoing is true and correct.
Executed on April 12, 1988
at Newport Beach, California.
Ih - i►
City Clerk
RECORDED IN OFNCIAL RECORDS
OF ORANGE COUNTY CALIFORNIA
-115 PM APR 14'88
G �3�•0, c.�i
RECOR ECOA
DEfl
April 11, 1988
BY THE CITY COUNCIL CITY COUNCIL AGENDA
CITY OF NEWPORT BEACH ITEM NO. F -13
• APR 111988
TO: CITY COUNCIL APPROVED
FROM: Public Works Department
SUBJECT: ACCEPTANCE OF AMETHYST AVENUE STORM DRAIN AND OPAL AVENUE STORM DRAIN
(C -2584)
RECOMMENDATIONS:
1. Accept the work.
2. Authorize the City Clerk to file a Notice of Completion.
3. Authorize the City Clerk to release the bonds 35 days after Notice
of Completion has been recorded in accordance with applicable sec-
tions of the Civil Code.
DISCUSSION:
The contract for the construction of the subject project has been
completed to the satisfaction of the Public Works Department.
• The bid price was $356,870.00
Amount of unit price items constructed 379,830.50
Amount of change orders None
Total contract cost $379,830.50
Funds were budgeted in the General Fund, Account No. 02- 3497 -429.
The increase in the amount of the unit price items constructed was due
to an error in the original estimate for the quantity of sidewalk to be
constructed and the need for a greater area of pavement replacement to correct
existing drainage problems.
The contractor is Wilson's Equipment Rentals, Inc. of Ontario,
California.
The contract date of completion was January 21, 1988, however the
contractor was delayed until March 24 due to slow delivery of the tidal gates
and electric operators, both of which are essentially "sole source" items.
Benjamin B. Nolan
Public Works Director
BBN:pd
CITY0OF NEWPORT BEACH
OFFICE OF THE CITY CLERK
P.O. BOX 1768, NEWPORT BEACH, CA 92658 -8915
(714) 644 -3005
TO: FINANCE DIRECTOR
FROM: CITY CLERK
DATE: September 4, 1987
SUBJECT: Contract No. C -2584
911 -17
Description of Contract Amethyst Avenue Storm Drain and
Opal Avenue Storm Drain
Effective date of Contract September 4, 1987
Authorized by Minute Action, approved on August 24, 1987
Contract with Wilson's Equipment Rentals, Inc.
Address 11056 So. Benson Ave.
Ontario, CA 91762
Amount of Contract $356,870,00
t�-q '
Wanda E. Raggio
City Clerk
WER:pm
Attachment
3300 Newport Boulevard, Newport Beach
CITY CLERK
NOTICE INVITING BIDS
Sealed bids may be received at the office of the City Clerk,
3300 Newport Boulevard, P. 0. Box 1768, Newport Beach, CA 92658 -8915
until 11:00 a.m. on the 12th day of August _, 1987,
at which time such bids sh'aTT be opened and read for
AMETHYST AVENUE STORM DRAIN AND OPAL AVENUE STORM DRAIN
Tit e o roject
V
2584
Contract No.
$345,000
Engineer's stimate
•
Approved by the City Council
this 13th day of July 1987.
an a E. Raggio oror
City Clerk
Prospective bidders may obtain one set of bid documents at no cost
at the office of the Public Works Department, 3300 Newport Boulevard,
P. 0. Box 1768, Newport Beach, CA 92658 -8915.
For further information, call Lloyd R. Dalton at 644 -3311.
Project Manager
. August 5, 1987
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
ADDENDUM NO. 1
AMETHYST AVENUE STORM DRAIN AND OPAL AVENUE STORM DRAIN
CONTRACT NO. 2584
Bidders shall propose to complete Contract No. 2584 in accordance with the
Proposal as modified by this ADDENDUM:
PLAN D- 5176 -S (Opal Avenue Storm Drain Improvements)
1. All sheets: Change CONSTRUCTION NOTE 10 to read "Remove existing 6"
PCC paving and reconstruct per CNB STD. 105 -L."
2. Sheet 2 of 4: 7' dimension near Station 2 +10 shall be measured from
the existing curb face.
3. Sheet 2 of 4: Existing 8" ACP shown through the proposed catch basin
at Station 4 +98.77 will be relocated by City forces, if necessary.
4. Sheet 2 of 4: Proposed concrete anchors (detailed on Sheet 4 of 4)
for 24" x 86 LF ACP outlet may be precast.
PLAN D- 5177 -S (Amethyst Avenue Storm Drain Improvements)
1. All sheets: Change CONSTRUCTION NOTE 11 to read "Remove existing 6"
PCC paving and reconstruct per CNB STD. 105 -L."
2. Sheet 3 of 5 12" CIP water shown in PROFILE LAT "A3" shall be relo-
cated by Contractor.
3. Sheet 3 of 5: Existing 12" ACP shown through the proposed catch basin
in plan near LAT "A3" shall be relocated behind or below the proposed
catch basin by Contractor.
4. Sheet 4 of 5: Proposed PVC or ACP between Stations 6 +60.00 and
7 +76.27 shall be 21" diameter.
5. Sheet 2 of 5: Proposed concete anchors (detailed on Sheet 5 of 5) for
24" x 70 LF ACP outlet may be precast.
Please sign and date this ADDENDUM, and attach it to your bid Proposal. No bid
will be c nsiderjed unless this ADDENDUM is attached.
Dalton
ject Engineer
Signature
Date
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
Ui11011A
AMETHYST AVENUE STORM DRAIN
AND OPAL AVENUE STORM DRAIN
CONTRACT NO. 2584
To the Honorable City Council
City of Newport Beach
3300 Newport Boulevard
P. 0. Box 1768
Newport Beach, CA 92658 -8915
Gentlemen:
PR 1.1
The undersigned declares that he has carefully examined the location of the work, has read the
Instructions to Bidders, has examined the Plans and Special Provisions, and hereby proposes to
furnish all materials and do all the work required to complete this Contract No. 2584 in
accordance with the Plans and Special Provisions, and will take in full payment therefor the
following unit price for the work, complete in place, to wit:
ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL
NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE
1. Lump Sum Mobilization
@ Thirty Two Thousand Dollars
and
No Cents
2. Lump Sum Traffic control
@ One Thousand Five Hundred Dollars
and
No Cents
3. Lump Sum Relocate and bypass water mains
@ Fourteen Thousand Five Hundred Dollars
and
No Cents
Per Lump Sum
4. 4 Modify existing catch basin
Each
@ One Thousand Five Hundred Dollars
and
No Cents
Per Each
$ 32,000.00
$ 1,500.00
14,500.00
$ 1,500.00 $ 6,000.00
0
0
PR 1.2
ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL
NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE
5. 12 Construct catch basin Type OL -A
Each L = 3.5'
@ Three Thousand Two Hundred Dollars
and
No Cents $ 3,200.00 $ 38,400.00
Ter Each
6. 2 Construct modified catch basin
Each and slide gate vault with cover
@ Three Thousand Eight Hundred Dollars
and
No Cents $ 3,800.00 $ 7,600.00
Per Each
7. 2 Furnish and install 24" slide gate,
Each actuator, conduit, meter panel, and
control station
@ Sixteen Thousand Five Hundred Dollars
and
No Cents $ 16,500.00 $ 33.000.00
Per Each
8. 10 Construct area drain
Each
@ One Hundred Fifty Dollars
and
No Cents $ 150.00 $ 1,500.00
Per Each
9. 880 Construct 15" PVC /ACP
Lineal Feet
@ Fifty Dollars
and
No Cents $ 50.00 $ 44.000.00
Per Lineal Foot
10. 570 Construct 18" PVC /ACP
Each
@ Forty Nine Dollars
and
No Cents $ 49.00 $ 27.930.00
11. 200 Construct 21" PVC /ACP
Lineal Feet
@ Fifty -Four Dollars
and
No Cents $ 54.00 $10.800.00
Per Lineal Foot
• • PR 1.3
ITEM
NO.
QUANTITY
AND UNIT
ITEM DESCRIPTION
UNIT PRICE WRITTEN IN WORDS
UNIT
PRICE
TOTAL
PRICE
12.
620
Construct 24" PVC /ACP
Lineal Feet
@ Fifty Nine
Dollars
and
No
Cents
$
59.00
$ 36,580.00
Per Lineal Foot
13.
150
Construct 24" ACP (3750 -D)
Lineal Feet
@ Sixty
Dollars
and
No
Cents
$
60.00
$ 9,000.00
Per Lineal Foot
14.
7
Construct reinforced concrete pipe
Each
anchor
@ One Thousand Five Hundred
Dollars
and
No
Cents
$
1,500.00
$10,500.00
Per Each
15.
7
Construct shallow manhole
Each
@ Two Thousand Five Hundred Fifty
Dollars
and
No
Cents
$
2,550.00
$17,850.00
Per Each
16.
580
Construct 6" curb "Type B"
Lineal Feet
@ Nineteen
Dollars
and
Fifty
Cents
$
19.50
$11,310.00
Per Lineal Foot
17.
10,800
Construct 6" PCC pavement
Square Feet
@ Three
Dollars
and
Forty
Cents
$
3.40
$36,720.00
Per Square Foot
18.
130
Construct 4" bomanite sidewalk
Square Feet
@ Sixteen
Dollars
and
No
Cents
$
16.00
$ 2,080.00
Per Square Foot
0 0
PR 1.4
ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL
NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE
19. 4,800 Construct 4" PCC sidewalk
Square Feet
@ Three Dollars
and
Twenty -Five Cents $ 3.25 $ 15,600.00
Pe r Square Foot
TOTAL PRICE WRITTEN IN WORDS
Three Hundred Fifty -Six Thousand fight Hundred Seventy
Dollars
and
No Cents
August 12, 1987
Date
L7 L4 983 -2859
Bidder's a ephone Number
436733 A
Contractor's License No. K Classification
-
$ 356,870.00
WILS' S EQUIPMENT RENTALS, INC.
Bidder
S /Linda M. Wilson President
Authorized Signature 1t I e
11056 So. Benson Ave., Ontario, CA 91762
Bidder's Address
0 0
INSTRUCTIONS TO BIDDERS
The following contract documents shall be completed, executed and received
by the City Clerk in accordance with NOTICE INVITING BIDS:
1. PROPOSAL
2. INSTRUCTIONS TO BIDDERS
3. DESIGNATION OF SUBCONTRACTOR(S)
4. BIDDER'S BOND (sum not less than 10% of total bid price)
5. NON- COLLUSION AFFIDAVIT
6. TECHNICAL ABILITY AND EXPERIENCE REFERENCES
except that cash, certified check or cashier's check (sum not less than 10% of
the total bid price) may be received in lieu of the Bidder's Bond. The title of
the project and the words SEALED BID shall be clearly marked on the outside of
the envelope containing the bid.
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.
Bids shall not be received from bidders who are not licensed in accordance
with the provisions of Chapter 9, Division III of the Business and Professions'
Code. The low bidder shall also be required to possess a City of Newport Beach
business license prior to execution of contract.
The estimated quantities indicated in the PROPOSAL are approximate, and are
given solely to allow the comparison of bid totals.
Bids are to be computed upon the estimated quantities indicated in the
PROPOSAL multiplied by unit price submitted by the bidder. In the event of
discrepancy between wording and figures, bid wording shall prevail over bid
figures. In the event of error in the multiplication of estimated quantity by
unit price, the correct multiplication will be computed and the bids will be
compared with correctly multiplied totals. The City shall not be held respon-
sible for bidder errors and omissions in the PROPOSAL.
Contract 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 part-
nerships, the signatures shall be of a general partner. For sole ownership, the
signature shall be of the owner.
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 in the office of the City
Clerk. All parties to the contract shall be governed by all provisions of the
California Labor Code relating to prevailing wage rates (Sections 1770 -7981
inclusive). The Contractor shall be responsible for compliance with Section
1777.5 of the California Labor Code for all apprenticeable occupations.
436733A
Contr's Lic. No. & Classification
August 12, 1987
Date
WILSON'S EQUIPMENT RENTALS, INC.
Bidder
S /Linda M. Wilson, President
Authorized Signature /Title
Page 2
•
• Page 3
DESIGNATION OF SUBCONTRACTOR(S)
The undersigned certifies that he has used bid(s) of the following listed
subcontractor(s) in making up his bid,and that the subcontractor(s) listed
will be used for the work for which they bid, subject to the approval of the
Engineer and in accordance with the applicable provisions of the Specifications
No change of subcontractor may be made except with the prior approval of the
Engineer and as provided by State law.
Subcontract Work Subcontractor Address
I. Electrical Gilbert & Stearns Santa Ana
2. Minor Structures Carney Construction Baldwin Park
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
WILSON'S EQUIPMENT RENTALS, INC.
Bidder
S /Linda M. Wilson, President
Authorized Signature /Title
• FOR ORIGINAL SEE CI_LY CLERK'S FILE COPY
Page 4
BIDDER'S BOND
KNOW ALL MEN BY THESE PRESENTS,
That we, WILSON'S EQUIPMENT RENTALS, INC. , as bidder,
and BALBOA INSURANCE COMPANY
and firmly bound unto the City of Newport
TEN PER CENT OF AMOUNT BID --- - - - - --
lawful money of the United States for the
be made, we bind ourselves, jointly and si
THE CONDITION OF THE FOREGOING OBLIGATION
, as Surety, are held
Beach, Calfornia, in the sum of
------- - - - - -- Dollars ($ 10% ),
payment of which sum well and truly to
>verally, firmly by these presents.
IS SUCH,
That if the proposal of the above bounden bidder for the construction of
AMETHYST AVE. AND OPAL AVE. STORM DRAIN C -2584
Title of Project Contract No.
in the City of Newport Beach, is accepted by the City Council of said City, and
if the above bounden bidder shall duly enter into and execute a contract for
such construction and shall execute and deliver to said City the "Payment" and
"Faithful Performance" contract bonds described in the Specifications within ten
(10) days (not including Saturday, Sunday, and Federal holidays) from the date of
the mailing of contract documents for execution to the above bounden bidder by
and from said City, then this obligation shall become null and void; otherwise it
is and shall remain in full force and effect, and the amount specified herein
shall be forfeited to the said City.
In the event that any bidder above named executed this bond as an individual,
it is agreed that the death of any such bidder shall not exonerate the Surety
from its obligations under this bond.
IN WITNESS WHEREOF, we hereunto set our hands and seals this 10th day
of August , 1987 .
(Attach acknowledgement of
Attorney -in -Fact)
B. J. Thiel
Notary Public
Commission Expires: Nov. 30. 1
WILSON'S EQUIPMENT RENTALS, INC.
Bidder
S /Linda M. Wilson, President
Authorized Signature /Title
BALBOA INSURANCE COMPANY
Surety
By S /R. L. Thiel
Title Attorney -in -Fact
• •
NON- COLLUSION AFFIDAVIT
The bidder, by its officers and agents or representatives present at the time
of filing this bid, being duly sworn on their oaths, say that neither they nor
any of them have, in any way, directly or indirectly, entered into any arrange-
ment or agreement with any other bidder, or with any public officer of such
CITY OF NEWPORT BEACH whereby such affiant or affiants or either of them, has
paid or is to pay to such bidder or public officer any sum of money, or has
given or is to give to such other bidder or public officer anything of value
whatever; or such affiant or affiants or either of them has not directly or
indirectly, entered into any arrangement or agreement with any other bidder or
bidders, which tends to or does lessen or destroy free competition in the
letting of the contract sought for by the attached bids; that no bid has been
accepted from any subcontractor or materialman through any bid depository, the
bylaws, rules or regulations of which prohibit or prevent the bidder from con-
sidering any bid from any subcontractor or materialman which is not processed
through said bid depository, or which prevent any subcontractor or materialman
from submitting bids to a bidder who does not use the facilities of or accept
bids from or through such bid depository; that no inducement of any form or
character other than that which appears upon the face of the bid will be sug-
gested, offered, paid or delivered to any person whomsoever to influence the
acceptance of the said bid or awarding of the contract; nor has the bidder
any agreement or understanding of any kind whatsoever with any person whomso-
ever to pay, deliver to, or share with any other person in any way or manner,
any of the proceeds of the contracts sought by this bid.
Subscribed and sworn to before me
this 11th day of August
1987 .
My commission expires:
December 25, 1989
WILSON'S EQUIPMENT RENTALS, INC.
Bidder
S/ Linda M, Wilson, President
Authorized Signature /Title
S/ Theresa Jean Wilson
Notary Public
Page 5
0
• Page 6
TECHNICAL ABILITY AND EXPERIENCE REFERENCES
The undersigned submits herewith a statement of the work of similar character
to that proposed herein which he has performed and successfully completed.
Year
Completed For Whom Performed (Detail) Person to Contact Telephone No.
PLEASE SEE ATTACHED
WILSON'S EQUIPMENT RENTALS, INC.
Bidder
S/ Linda M. Wilson, President
�t orized Signature /Title
Ll
NOTICE
• Page 7
The following are contract documents which shall be completed
and executed by the successful bidder after he receives a letter of
award from the City of Newport Beach:
PAYMENT BOND (pages 8 & 9)
FAITHFUL PERFORMANCE BOND (pages 10 & 11)
CERTIFICATE OF INSURANCE & ENDORSEMENTS (pages 12, 13, 14)
CONTRACT (pages 15 & 16)
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.
BONDING COMPANIES shall be acceptable as sureties in accordance
with the latest revision of Federal Register Circular 570.
INSURANCE COMPANIES shall be (1) licensed to conduct business in
California, and (2) assigned Policyholders' Rating A (or higher) and
Financial Size Category Class VIII (or larger) in accordance with the
latest edition of Best's ley Ratin Guide: Pro ert - Casualty.
Coverages shall be prove ed or a 1 TYPES OF IN URANCE checked on the
CERTIFICATE OF INSURANCE.
All costs associated with the specifications of these contract
documents shall be absorbed in the bid. Such specifications shall
include those contained in (1) each contract document and (2) the
Standard Specifications for Public Works Construction (latest edition
adopte or use in the City of Newport Beach), except as supplemented
or modified by the Special Provisions for this project.
EXECUTED IN TRIPLICATE
•
PAYMENT BOND
KNOW ALL MEN BY THESE PRESENTS, That
B NO. NAA 004189 Page 8
p IUM: INCLUDE -:IN PERFORMANCE
BOND
WHEREAS, the City Council of the City of Newport Beach, State of California, by
motion adopted August 12, 1987
has awarded to WILSON'S EQUIPMENT RENTALS, INC.
hereinafter designated as the "Principal ", a contract for
AMEYTHYST AVENUE STORM DRAIN AND OPAL AVENUE STORM DRAIN (C -2584)
in the City of Newport Beach, in strict conformity with the Drawings and Specifications
and other contract documents on file in the office of the City Clerk of the City of
Newport Beach;
WHEREAS, said Principal has executed or is about to execute said contract and the
terms thereof require the furnishing of a bond with said contract, providing that if
said Principal or any of his or its subcontractors, shall fail to pay for any materials,
provisions, or other supplies used in, upon, for, or about the performance of the
work agreed to be done, or for any work or labor done thereon of any kind, the Surety on
this bond will pay the same to the extent hereinafter set forth:
NOW, THEREFORE, We WILSON'S EQUIPMENT RENTALS, INC.
u
as Principal, and BALBOA INSURANCE COMPANY
as Surety, are held firmly bound unto the City of Newport Beach, in the sum of
THREE HUNDRED FIFTY SIX THOUSAND EIGHT HUNDRED SEVFNfY — — Dollars ($ 15e,B7n.nn ).
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 presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bounden Principal or
his subcontractors, fail to pay for any materials, provisions, or other supplies,
used in, upon, for, or about the performance of the work contracted to be done, or
for any other work or labor thereon of any kind or for amounts due under the Unemploy-
ment Insurance Code with respect to such work or labor, that the Surety or Sureties
will pay for the same, in an amount not exceeding the sum specified in the bond, and f
also, in case suit is brought upon the bond, a reasonable attorney's fee, to be fixed
by the Court as required by the provisions of Section 3250 of the Civil Code of the
State of California.
The bond shall inure to the benefit of any and all persons, companies, and
corporations entitled to file claims under Section 3181 of the California Civil Code
so as to give a right of action to them or their assigns in any suit brought upon
:,
•
Payment Bond (Continued)
• Page 9
this bond, as required by the Provisions of Sections 3247 et. seq. of the Civil Code of
the State of California.
And said Surety, for value received, hereby stipulates and agrees that no change,
extension of time, alterations or additions to the terms of the contract or to the
work to be performed thereunder or the specifications accompanying the same shall in
any wise affect its obligations on this bond, and it does hereby waive notice of any
such change, extension of time, alterations or additions to the terms of the contract
or to the work or to the specifications.
In the event that any principal above named executed this bond as an individual,
it is agreed that the death of any such principal shall not exonerate the Surety from
its obligations under this bond.
IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and
Surety above named, on the 27TH day of AUGUST , 19 87
WILSON'S EQUIPMENT RENTALS, INC. (Seal)
Name of Contractor Principal
Authorized
BALBOA INSURANCE COMPANY (Seal)
Name of Surety
3349 MICHELSON DR., IRVINE, CA 92715
Address of Surety
atio�'
Signature and Title of Authorized gent ,
BARBARA THIEL, ATTORNEY —IN —FACT
1850 E. 17TH ST. #206, SANTA ANA, CA 92701
dress of Agent
(714) 834 -9339
Telephone No, of Agent
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VALBOA INSURANCE COWAN)&
MICHELSON DRIVE. IRVINE. CALIFORNIA 92715-
GENERAL POWER OF ATTORNEY
KnowXl Men by These Presents, That BALBOA INSURANCE COMPANY, a corporation duly organized and existing under the laws of the
State of California, and having its principal office in Irvine, Orange County, California, does by these presents make, constitute and appoint
R L Thiel Barbara 'Thiel _
Of Santa Ana and State of California its true and lawful Atiomey(s) -in -Fact. with full
power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver
and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the
Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attomey(s) -in -Fact may do in the premises. Said
appointment is made under and by authority of the following resolution adopted by the Board of Directors of the Balboa Insurance Company at a
meeting held on the 22nd day of March, 1962.
"Belt Resolved, that the President, any Vice - President, any Secretary or any Assistant Secretary shall be and is hereby vested with full power
and authority to appoint anyone or more suitable persons as Attorney(s) -in -Fact to represent and act for and on behalf of the Company subject to
the following provisions:
"Section 1. Attorney -in -Fact. Attomey -in -Fact may be given full power and authority for and in the name of and on behalf of the Company. to
execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obligatory under-
takings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed
by any such Attorney -in -Fact shall be binding upon the Company as if signed by the President and sealed and attested by the Corporate
Secretary."
"In Witness Whereof, Balboa Insurance Company has caused these presents to be signed by its Vice President _
and its corporate seal to be hereto affixed this 6th day of b19V , A.D.. 19 86
\\\5w• °�� BALBOA INSURANCE COMPANY
�O
0� By - - - --
K. R. Huckabay
State of California � �
ss.: Fek 6. IM
County of Orange at
On this?th day of �iliNM� May , in the year 86 before me
K. A. Gallaway , a notary public, personally appeared
K. R, HuckabaV , personally known to me to be the person who
executed the within instrument as Vice President , on behalf of the corporation therein named and
acknowledged to me that the corporation executed it.
OFFICIAL SEAJ
K A GALLAWAY
NOTARY PUBLIC • CALIFO K. A. Ga a Notary Public
ORANGE C"Ty y
My eomin. aphis VAR 2
I, the undersigned Secretary of Balboa Insurance Company, hereby certify that the above and foregoing is a full, true and correct copy of the
Original Power of Attorney issued by said Company, and do hereby further certify that the said Power of Attorn ey is still in force and effect.
And 1 do hereby further certify that the Certification of this Power of Attorney is signed and sealed by facsimile under and by the authority of the
following resolution adopted by the Board of Directors of the Balboa Insurance Company at a meeting duly called and held on the 241h of March
1972, and that said resolution has not been amended or repealed:
"RESOLVED, thatthe signature of the Secretary or any Assistant Secretary of this Corporation, and the seal of Corporation, may be affixed
or printed by facsimile to any certificate to a Power of Attorney of this Corporation, and that such printed facsimile signature and seal shall be valid
and binding upon this Corporation."
GIVEN under my hand and the seal of said Company, at Irvine, California, this
AIJUST , l9 s .
27TH
� I
L203RI86 Secretary
day of
EXECUTED IN TRIPLICATE 0
FAITHFUL PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS, That
BOND. NAA 004189 Page 10
PREMIUM: $6353.00
WHEREAS, the City Council of the City of Newport Beach, State of California, by
motion adopted August 12, 1987
has awarded to WILSON'S EQUIPMENT RENTALS, INC.
hereinafter designated as the "Principal ", a contract for
AMETHYST AVENUE STORM DRAIN AND OPAL AVENUE STORM DRAIN (C -2584)
in the City of Newport Beach, in strict conformity with the Drawings and Specifications
and other contract documents on file in the office of the City Clerk of the City of
Newport Beach;
WHEREAS, said Principal has executed or is about to execute said contract and the
terms thereof require the furnishing of a bond for the faithful performance of said
contract;
NOW, THEREFORE, We,
WILSON'S EQUIPMENT RENTALS, INC.
as Principal, and BALBOA INSURANCE COMPANY
as Surety, are held and firmly bound unto the City of Newport Beach, in the sum of
THREE HUNDRED FIFTY SIX THOUSAND EIGHT HUNDRED SEVENTY - Dollars ($ 356,870.00 )9
said sum being equal to 100% of the estimated amount of the contract, to be paid to
the said City or its certain attorney, its successors, and assigns; for which payment
well and truly to be made, we bind ourselves, our heirs, executors and administrators,
successors or assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bounden Principal,,
his or its heirs, executors, administrators, successors, or assigns, shall in all
things stand to and abide by, and well and truly keep and perform the covenants, con-
ditions, and agreements in the said contract and any alteration thereof made as therein
provided on his or their part, to be kept and performed at the time and in the manner
therein specified, and in all respects according to their true intent and meaning, and
shall indemnify and save harmless the City of Newport Beach, its officers and agents,
as therein stipulated, then this obligation shall become null and void; otherwise it
shall remain in full force and virtue.
And said Surety, for value received, hereby stipulates and agrees that no change,
extension of time, alterations or additions to the terms of the contract or to the
work to be performed thereunder or to the specifications accompanying the same shall
in any wise affect its obligations on this bond, and it does hereby waive notice
Faithful Performance Bond (Continued)
• Page 11
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 Principal and
Surety above named, on the 27TH day of AUGUST , 19-21—
WILSON'S EQUIPMENT RENTALS INC. (Seal)
Name of Contractor (Principal)
Authorized Signature a`nd Title
BALBOA INSURANCE COMPANY (Seal)
Name of Surety
3349 MICHELSON DR., IRVINE. CA 92715
Address of Surety
Signature and Title of Authorized -Agent
BARBARA THIEL, ATTORNEY -IN -FACT
1850 E. 17TH ST. #206. SANTA ANA. CA 92701
Address of Agent
(714) 834 -9339
Telephone No. of Agent
•BALBOA INSURANCE COMPANAh
49 MICHELSON DRIVE. IRVINE. CALIFORNIA 92715-
GENERAL POWER OF ATTORNEY
KnowAll Men by There Presenls, That BALBOA INSURANCE COMPANY, a corporation duly organized and existing under the laws of the
State of California, and having its principal office in Irvine, Orange County, California, does by these presents make, constitute and appoint
R L Thiel Barbara Thiel
Of Santa Arta and Stale of California its true and lawful Attomey(s) -in -Fact, with full
power and authority hereby conferred in its name, place and stead, to execute, acknowledge and deliver
111 111 / :• I/_
and to bind the Company thereby as fully and to the same extent as if such bonds were signed by the President, sealed with the corporate seal of the
Company and duly attested by its Secretary, hereby ratifying and confirming all that the said Attorney(s)-in- Fact may do in the premises. Said
appointment is made under and by authority of the following resolution adopted by the Board of Directors of the Balboa Insurance Company at a
meeting held on the 22nd day of March, 1962.
"Belt Resolved, that the President, any Vice - President, any Secretary or any Assistant Secretary shall be and is hereby vested with full power
and authority to appoint any one or more suitable persons as Attomey(s) -in -Fact to represent and act for and on behalf of the Company subject to
the following provisions:
"Section 1. Attorney -in -Fact. Attomey -in -Fact may be given full power and authority for and in the name of and on behalf of the Company, to
execute, acknowledge and deliver, any and all bonds, recognizances, contracts, agreements of indemnity and other conditional or obligatory under-
takings and any and all notices and documents canceling or terminating the Company's liability thereunder, and any such instruments so executed
by any such Attorney -in -Fact shall be binding upon the Company as if signed by the President and sealed and attested by the Corporate
Secretary."
"In Witness {thereof. Balboa Insurance Company has caused these presents to be signed by its Viee_hm9ident
and its corporate seal to be hereto affixed this 8th day of May . A.D.. 19
State of California
ss.:
County of Orange i
On this Rth day of
BALBOA INSURANCE COMPANY
By —'
K. R. Huckabay
hb,6, iM
in the year 86, before me
K. A. Gallaway , a notary public, personally appeared
K. R Hnckabay , personally known to me to be the person who
executed the within instrument as Vice President , on behalf of the corporation therein named and
acknowledged to me that the corporation executed it.
0 OFFICIAL SEAL
K A GALLAWAY
NOTARY PUBLIC - CALIFORNIA
ORANGE COUNTY K. A. Ga at ay Notary Public
my Comm. expfrm INN 26, 1988
I, the undersigned Secretary of Balboa Insurance Company, hereby certify that the above and foregoing is a full, true and correct copy of the
Original Power of Attorney issued by said Company, and do hereby further certify that the said Power of Attorney is still in force and effect.
And 1 do hereby furthercertify, that the Certification of this Power of Attorney is signed and sealed by facsimile under and by the authority of the
following resolution adopted by the Board of Directors of the Balboa Insurance Company at a meeting duly called and held on the 24th of March
1972, and that said resolution has not been amended or repealed:
"RESOLVED, that the signature of the Secretary or any Assistant Secretary of this Corporation, and the seal of Corporation, may be affixed
or printed by facsimile to any certificate to a Power of Attorney of this Corporation, and that such printed facsimile signature and seal shall be valid
and binding upon this Corporation."
GIVEN under my hand and the seal of said Company, at Irvine, California, this
AUGUST tg 87 .
27TH
L2wai86 Secretary
day of
City of Newport Beach
3300 Newport Boulevard
Newport Beach, CA 92663
NAME AND ADDRESS OF INSURED
WILSON'S EQUIPMENT RENTALS, INC.
CERTIFICATE OF INSURANCE _ Page 12
Company A Ohio Casualty Insurance Company
Letter
company 8 Fremont Compensation Ins. Co.
Letter
L.ompany C
Letter
11056 So. Benson Avenue company D
Letter
�,mpany E
Ontario; CA 91762 1PttPr
This is to certify that policies of insurance listed below have been issued to the insured named
'above and are in force at this time, including attached endorsement(s).
NOTE: The Comprehensive General Liability and Automotive Liability policies are endorsed
with the attached City of Newport Beach Endorsements.
CANCELLATION: Should any of the above described policies be cancelled or coverage reduced
before the expiration date thereof, the•Insurance Company affording coverage
shall provide 30 days' advance notice to the City of Newport Beach by
x' mail, attention: Public Works Department.,
By:! // Agency: McElvany Insurance, Inc.
.,,1A'- utthor z d Reoresenta-fty
IDate: August 26, 1987 Telephone: (714)983 -2623
Description of operations /locations /vehicles: All operations performed for the City of Newport
Beach by or on behalf of the named insured in connection with the following designated contract:
ea
r
finis certificate or verification of insurance is not an insurance policy ano noes not
amend, extend or alter the coverage afforded by the policies listed herein. Notwith-
standing any requirement, term, or condition of any contract or other document with
respect to which this certificate or verification 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, including attached endorsements.
/lam
Policy
LIMITS OF LIABILITY IN TH US
NDS 000
Ag.Proa
COMPANY
TYPES OF INSURANCE
Policy
Exp.
LETTER
COVERAGE REQUIRED
No.
Date
Each
Complet
Occurrence
Operati
GENERAL LIABILITY
Bodily Injury
$
$
A
x) Comprehensive Form
BLO8800
/2/88
x Premises - Operations
203769
Property Damage
$
$
Explosion & Collapse Hazard
x Underground Hazard
x Products /Completed Operations
Bodily Injury
Hazard
and Property
x Contractual Insurance
Damage Combined
$ 1,000
$ 1,00(
x Broad Form Property Damage
and aggregate
x Independent Contractors
X Personal Injury
Marine
Personal Injury
$
Aviation
AUTOMOTIVE LIABILITY
❑ Comprehensive Form
Bodily Injury
Q
❑x Owned
(Each Person
Bodily Injury
A
XA088203
/2/88
$
769
(Each Occurrence)
a
❑x Hired
7me
o y nu an
❑x Non -owned
Property Damage
Combined
$ 1,000
EXCESS LIABILITY
❑ Umbrella Form
Bodily Injury
❑ Other than Umbrella Form
and Property Damage Combined
$
$
WORKERS' COMPENSATION
Statutor
/
and
WP873783
ac
B
EMPLOYER'S LIABILITY
10 02
2/18/88
500
Acciden
NOTE: The Comprehensive General Liability and Automotive Liability policies are endorsed
with the attached City of Newport Beach Endorsements.
CANCELLATION: Should any of the above described policies be cancelled or coverage reduced
before the expiration date thereof, the•Insurance Company affording coverage
shall provide 30 days' advance notice to the City of Newport Beach by
x' mail, attention: Public Works Department.,
By:! // Agency: McElvany Insurance, Inc.
.,,1A'- utthor z d Reoresenta-fty
IDate: August 26, 1987 Telephone: (714)983 -2623
Description of operations /locations /vehicles: All operations performed for the City of Newport
Beach by or on behalf of the named insured in connection with the following designated contract:
ea
r
finis certificate or verification of insurance is not an insurance policy ano noes not
amend, extend or alter the coverage afforded by the policies listed herein. Notwith-
standing any requirement, term, or condition of any contract or other document with
respect to which this certificate or verification 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, including attached endorsements.
/lam
• 0
CITY OF NEWPORT BEACH
AUTOMOTIVE LIABILITY INSURANCE ENDORSEMENT
It is agreed that:
Page 13
With respect to such insurance as is afforded by the policy for Bodily Injury and
Property Damage Liability, the City of Newport Beach, its officers and employees are
additional insureds but only with respect to liability for damages arising out of
the ownership, maintenance or use of automobiles (or autos) used by or on behalf of
the named insured in connection with the contract designated below. The insurance
extended by this endorsement to said additional insured does not apply to bodily
injury or property damage arising out of automobiles (1) owned by or registered in
the name of an additional insured, or (2) leased or rented by an additional insured,
or (3) operated by an additional insured. The insurance afforded the additional
named insured(s) shall apply as primary insurance and no other insurance maintained
by the City of Newport Beach will be called upon to contribute with insurance
provided by this policy.
2. The policy includes the following provision:
"The insurance afforded by the policy applies separately to each insured
who is seeking coverage or against whom a claim is made or suit is brought,
except with respect to the limits of the Insurance Company's liability."
3. The limits of liability under this endorsement for the additional insureds named in
paragraph 1 of this endorsement shall be the limits indicated below for either Multi-
ple Limits or Single Limit, whichever is indicated by the letter X in the appropriate
box.
( ) Multiple Limits
Bodily Injury Liability $
Property Damage Liability
(X ) Single Limit
Bodily Injury Liability
and
Property Damage Liability
Combined
S
each occurrence
each occurrence
$ 1,000 each occurrence
The limits of liability as stated in paragraph 3 of this endorsement shall not in-
crease the total liability of the Insurance Company for all damages as the result of
any one accident or occurrence in excess of the limits of Liability stated in the
policy as applicable to Automobile Liability Insurance.
4. Should the policy be cancelled or coverage reduced before the expiration date thereof,
the Insurance Company shall provide 30 days' advance notice to the City of Newport
Beach by rxq& i*% mail, Attention: Public Works Department.
5. Designated Contract: AMETHYST AVENUE STORM DRAIN AND OPAL AVENUE STORM DRA
Project Title and Contract No.).
This endorsement is effective B /q9 /g7 at 12:01 A.M. and forms a part of
Policy No. BM8800203769
Named Insured Wilson's Eauioment Rentals, Inc. Endorsement No. L9451
Name of Insurance Company Ohio Casualty Ins. Co,
utho zed Representat
:\
• CITY OF NEWPORT BEACH 0
COMPREHENSIVE GENERAL LIABILITY INSURANCE ENDORSEMENT
Page
It is agreed that:
1. With respect to such insurance as is afforded by the policy for Comprehensive General
Liability, the City of Newport Beach, its officers and employees are additional in-
sureds but only with respect to liability arising out of operations performed by or on
behalf of the named insured in connection with the contract designated below or acts
and omissions of the City of Newport Beach in connection with its general supervision
of such operations. The insurance afforded said additional insured shall apply as
primary insurance and no other insurance maintained by the City of Newport Beach will
be called upon to contribute with insurance provided by this policy.
2. .The policy includes the following provision:
"The insurance afforded by the policy applies separately to each insured against
whom claim is made or suit is brought, except with respect to the limits of the
Insurance Company's liability."
3. The insurance afforded by the policy for Contractual Liability Insurance (subject to
the terms, conditions and exclusions applicable to such insurance) includes liability
assumed by the named insured under the indemnification or nold harmless provision con -
tained in the written contract, designated below, between the named insured and the
City of Newport Beach.
4. With respect to such insurance as is afforded by this policy, the exclusions, if any,
pertaining to the explosion hazard, collapse hazard and underground property hazard
(commonly referred to as "XCU "hazards) are deleted.
5. The limits of liability under this endorsement for the additional insured named in
paragraph I of this endorsement shall be the limits indicated below for either Multiple
Limits or Single Limit, whichever is indicated by the letter X in the appropriate box.
( ) Multiple Limits
Bodily Injury Liability $ each occurrence
Property Damage Liability $ each occurrence
(X) Single Limit
Bodily Injury Liability $ 1,000 each occurrence
and
Property Damage Liability
Combined
The applicable limit of the Insurance Company's liability for the insurance afforded
for contractual liability shall be reduced by any amount paid as damages under this
endorsement in behalf of the additional insureds.
The limits of liability as stated in this endorsement shall not increase the total
liability of the Insurance Company for all damages as the result of any one occurrence
in excess of the limits of liability stated in the policy as applicable to Comprehen-
sive General Liability Insurance.
6. Should the policy be cancelled or coverage reduced before the expiration date thereof,
the Insurance Company shall provide 30 days' advance notice to the City of Newport
Beach by mail, Attention: Public Works Department
7. Designated Contract: AND OPAL AVENUE STORM DRAIN C -2584
Project Title and Contract No.
This endorsement is effective 8/19/87 at 12:01 A.M. and forms a part of
Policy No. BL08800203769
Named Insured Wilson's Equipment Rentals, Inc.
Name of Insurance Company
Ohio Casualty Ins. Co:
Endorsement No. L9451
T
res
. Page 15
CONTRACT
THIS AGREEMENT, entered into this day of �e -�-°
by and between the CITY OF NEWPORT BEACH, hereinafter "City,' nd
WILSON'S EQUIPMENT RENTALS. INC. , hereinafter "Contractor, "is made with
reference to the following facts:
(a) City has heretofore advertised for bids for the following
described public work:
AMETHYST AVENUE STORM DRAIN AND OPAL AVENUE STORM DRAIN (C -2584)
Title of Project Contract No.
(b) Contractor has been determined by City to be the lowest responsi-
ble bidder on said public work, and Contractor's bid, and the compensation set
forth in this contract, is based upon a careful examination of all plans and
specifications by Contractor,
NOW, THEREFORE, the parties hereto agree as follows:
1. Contractor shall furnish all materials and perform all of the work
for the construction of the following described public work:
AMETHYST AVENUE STORM DRAIN AND OPAL AVENUE STORM DRAIN (C -2584)
Title of Project ontract No.
which project is more fully described in the contract documents. Contractor
shall perform and complete this work in a good and workmanlike manner, and in
accordance with all of the contract documents.
2. As full compensation for the performance and completion of this
work as prescribed above, City shall pay to Contractor the sum of Three Hundred
Fifty -Six Thousand Eight Hundred Seventy Dollars and No Cents ($ 356.870.00 )
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 obstruc-
tions 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.
3. All of the respective rights and obligations of City and Contractor
are set forth in the contract documents. The contract documents are incorporated
herein by reference as though set out in full avid include the following:
(a) Notice Inviting Bids
(b) Instruction to Bidders and documents referenced therein
(c) Payment Bond
(d) Faithful Performance Bond
(e) Certificate of Insurance and Endorsement(s)
• • Page 16
(f) Plans and Special Provisions for
AMETHYST AVENLIF STORM DRAIN AND OPAI AVFNIIF STORM nRAI[� fC-25841
Title of Project Contract No.
(g) This Contract.
4. Contractor shall assume the defense of, and indemnify and hold
harmless, City and its officers, employees and representatives from all claims,
loss or damage, except such loss or damage proximiately caused by the sole
negligence of City or its officers, employees and representatives.
IN WITNESS WHEREOF, the parties hereto have caused this contract to
be executed the day and year first above written.
CIT
in
ATTEST:
0571 x FIA
City Clerk
n
APPROVED AS TO FORM:
6"'t k !'�' - —
Cityf Attorney
WILSON'S EQUIPMENT RENTALS, INC.
Name of Contractor (Principal)
%Authorized Signature and Title
Authorized Signature and Title
CITY
0 0
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
AMETHYST AVENUE STORM DRAIN AND
OPAL AVENUE STORM DRAIN
CONTRACT NO. 2584
SPECIAL PROVISIONS
109*1
I f,,T/ .,
PAGE
I .
SCOPE OR WORK . . . . . . . . . . . . . . . . . .
. . . . . . . . . 1
II.
BEGINNING OF WORK AND TIME OF COMPLETION . . . .
. . . . . . . . . 1
III.
PAYMENT . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . 1
IV.
TRAFFIC CONTROL AND ACCESS . . . . . . . . . . .
. . . . . . . . . 2
A. General. . . . . . . . . . . .
. . . . . . . . . 2
B. TRAFFIC CONTROL ACCESS . . . . . . . . .
. . . . . . . . . 2
C. "NO PARKING, TOW- AWAY" Signs: . . . . . . . .
. . . . . . . . . 2
D. Street Sweeping Signs . . . . . . . . . . . .
. . . . . . . . . 3
E. Notice to Residences . . . . . . . . . . . .
. . . . . . . . . 3
F. Plate Bridging . . . . . . . . . . . . . . .
. . . . . . . . . 3
G. Flagmen . . . . . . . . . . . . . . . . . . .
. . . . . . . . . 3
V.
PROTECTION OF UTILITIES . . . . . . . . . . . . .
. . . . . . . . . 4
VI.
EMERGENCY VEHICLES AND TRASH COLLECTION . . . . .
. . . . . . . . . 4
VII.
WATER . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . 4
VIII.
CONSTRUCTION SURVEY . . . . . . . . . . . . . . .
. . . . . . . . . 4
. IX.
SURFACE WATER CONTROL . . . . . . . . . . . . . .
. . . . . . . . . 5
X.
CONSTRUCTION DETAILS . . . . . . . . . . . . . .
. . . . . . . . . 5
A. General. . . . . . . . . . . . . . .
. . . . . . . . . 5
B. Portland Cement . . . . . . . . . . . . . . .
. . . . . . . . . 5
C. Storm Drain. . . . . . . . . . . . . . . .
. . . . . . . . . 6
D. Pipe Alternatives. . . . . . . . .
. . . . . . . . . 6
+
E. Slide Gate and Automatic Actuator . . . . . .
. . . . . . . . . 7
F. Tidal Effects.
8
G. Water Main Relocations and Bypasses . . . .
. . . . . . . . . . 8
• • SPIof8
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
SPECIAL PROVISIONS
AMETHYST AVENUE STORM DRAIN AND
OPAL AVENUE STORM DRAIN
CONTRACT NO. 2584
I. SCOPE OF WORK
The work to be done under this contract consists of installation of
drainage pipe, construction of catch basins, installation of slide
gates with automatic actuators, and incidental work, including PCC
pavement removal and replacement.
All work necessary for the proper completion of the contemplated
improvements shall be done in accordance with (1) these Special
Provisions, (2) the Plans (Drawing Nos. D- 5176 -S and D- 5177 -S),
(3) the City's Standard Special Provisions and Standard Drawin s for
Public Works Construction (1985 Edition) an the Standard
Specifications for Public Works Construction (1985 Edition),
including supplements. Copies of the Standard Special Provisions and
Standard Drawings may be purchased at the Public Works Department for
Five Dollars ($5). Copies of the Standard Specifications may be
purchased at Building News, Inc., 3055 Overland Avenue, Los Angeles,
CA 90034, (213) 870 -9871.
II. BEGINNING OF WORK AND TIME OF COMPLETION
The Contractor shall complete all work at each of two storm drain
systems by December 1, 1987 or within forty -five (45) consecutive
calendar days after the start of construction at each system,
whichever occurs first.
III. PAYMENT
The unit or lump sum price for each item of work shown on the proposal
shall be considered as full compensation for all labor, equipment,
materials and all other things necessary to complete the work in
place, and no additional allowance will be made therefor.
Payment for incidental items of work not separately provided for in
the proposal shall be included in the price bid for other related
items of work.
The substitution of securities for any payment withheld in accordance
with Section 9 -3.2 of the Standard Specifications is permitted pur-
suant to Government Code Sections 4590 and 14402 -5.
0
IV. TRAFFIC CONTROL AND ACCESS
• SP2of8
A. General: Traffic and access shall comply with Section 7 -10 of the
Standard Specifications for Public Works Construction and the
requirements set forth herein, and shall apply to all phases in
the construction of this project, including the placing of plate
bridging and the restoration of permanent resurfacing.
B. Traffic Control Plan: The Contractor shall submit written traffic
control plans to the Engineer for approval in accordance with
Section 2 -5.3 of the Standard Specification. The Contractor shall
be fully responsible for the adequacy of his traffic plan utilized
for conformance with his intended construction schedule and
staging, and to provide for its proper implementation and main-
tenance. The traffic control plan shall conform to the following
requirements:
1. Traffic control shall be implemented according to the guide-
lines established in the "Work Area Traffic Control Handbook"
(WATCH) published by Building News, Inc., and made a part of
these Specifications except as modified herein.
2. Streets, alleys and sidewalks shall remain open to traffic at
all times unless otherwise approved by the Engineer.
3. All detours and transitions, including those required along
the North and South Bay Fronts, shall be installed by the
Contractor and field approved by the Engineer before any
construction begins within the roadway or sidewalk.
4. Delineators shall be used to protect the work area, and shall
be spaced at a maximum of 15 feet.
5. Type III barricades shall be used across all street, alley,
and North and South Bay Front closures.
6. Park Avenue shall not be closed to vehicular traffic con-
current with a closure of Balboa Avenue.
7. North or South Bay Fronts shall not be closed to pedestrian
traffic concurrent with a closure of the adjacent alley to
pedestrian traffic.
8. All street and alley intersections shall be open to two -way
vehicular traffic during Contractor's non -work hours.
C. "NO PARKING, TOW- AWAY" Signs: The Contractor shall furnish and
maintain in place "NO PARKING, TOW- AWAY" signs (even if streets
have posted "NO PARKING, TOW- AWAY" signs) which he shall post at
least forty (40) hours in advance of the need for enforcement. In
addition, the Contractors shall notify the City's Police Department
E
• SP3of8
Traffic Division, at (714) 644 -3742, for verification of
posting at least forty (40) 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 similar in design and color to sign number R -38 on the
Caltrans' Uniform Sign Chart.
The Contractor shall print the hours, day and date of closure
in 2- inch -high letters and numbers. A sample of the completed
sign shall be approved by the Engineer prior to posting.
D. Street Sweeping Signs: The Contractor shall bag or cover
street sweeping signs along Apolena and Onyx Avenues in a
manner approved by the Engineer prior to posting "NO PARKING"
signs along Amethyst Avenue. Likewise, the Contractor shall
cover street sweeping signs along Agate and Collins Avenues
prior to posting Opal Avenue.
Immediately upon removal of the "NO PARKING" signs, all street
sweeping signs shall be uncovered immediately along the adja-
cent streets.
E. Notice to Residences: Between forty -eight (48) and fifty -five
55 hours before closing a section of street and alley or
restricting vehicular access to and from garages of driveway
approaches, the Contractor shall distribute to each affected
residence a written notice stating when the construction clo-
sure or restriction will occur and approximately when vehicu-
lar accessibility will be restored. The written notices will
be prepared by the Engineer. The Contractor shall insert the
applicable dates at the time he distributes the notice.
Errors in distribution, false starts, acts of God, strikes or
other alterations of the schedule will require renotification
by the Contractor.
F. Plate Bridging: During Contractor's non -work hours,
Contractor shall bridge trench excavations using steel to
maintain access through street and alley intersections. The
Engineer may provide, free of charge, a limited quantity of
1- inch- thick, 5 -foot x 10 -foot steel plates for use on this
project. The Contractor may obtain the plates from and shall
return them to the Utilities Department Yard at 949 West 16th
Street. The Contractor shall verify availabilty and request
plates from the Utilities Superintendent, at (714) 644 -3011.
G. Flagmen: If it becomes necessary, the Contractor shall pro-
vide uniformed flagmen to slow down and re -route traffic
through the construction area.
H. Payment: All costs for providing traffic control and access,
including all requirements as detailed in this Section and as
required for this construction project, shall be included in
the lump sum price bid for "Traffic Control ".
0
V. PROTECTION OF UTILITIES
• SP4of8
Known utilities are indicated on the plans. Prior to performing
construction work, the Contractor shall request each utility company
to locate its facilities. Construction of the storm drain will cause
work to be performed over, under and very near existing sewer, gas,
electric, cable T.V., telephone, and water lines. The Contractor
shall protect in place and be responsible for, at no additional cost,
any damage to utilities encountered during construction of the items
shown on the plans.
Property lines abutting the proposed improvements are indicated on the
plans. Prior to construction, the Contractor shall verify the loca-
tion of existing buildings and structures and shall protect them in
place and be responsible for, at his own expense, any damage to them
resulting from construction of the improvements.
VI. EMERGENCY VEHICLES AND TRASH COLLECTION
The Contractor shall make every effort to provide access through the
work area for emergency vehicles, mail deliveries, etc., and for
weekly trash collections. If the Contractor's work will interfere
with normal trash collection procedures in any manner, the Contractor
shall effect alternative trash collection procedures to satisfy the
City's Field Operation Superintendent, Mr.Merle Milne, at (714)
644 -3060. In addition, if the Contractor's work will interfere with
normal mail delivery, the Contractor shall notify and effect alter-
native mail delivery procedures with the post office at (714)
673 -5250.
VII. WATER
If the Contractor desires to use City's water, the Contractor shall
arrange for a meter and tender a $500 meter deposit with the City.
Upon return of the meter in good condition to City, the deposit will
be returned to Contractor, less a quantity charge for water usage.
VIII. CONSTRUCTION SURVEY
Field surveys for control of construction shall be the responsibility
of the Contractor. All such surveys, including construction staking,
shall be under the supervision of a California registered civil
engineer or licensed surveyor. Staking shall be performed on all
items ordinarily requiring grade and alignment at intervals normally
accepted by the agencies and trades involved. Payment for construc-
tion survey staking shall be considered as included in the various
items of work and no additional allowance will be made therefore.
If the Contractor disturbs a property corner, the Contractor shall
reinstall the property corner, and no additional allowance will be
made therefore.
0 • SP 5 of 8
IX. SURFACE WATER CONTROL
The Contractor shall treat by filtration or retention in settling
basin(s) surface runoff water containing mud, silt, or other dele-
terious material from the project sufficient to prevent such waters
from directly entering storm drains or the bay/
Prior to commencing construction, the Contractor shall submit a plan
for implementing siltation control concurrently to the Engineer and to
the California Regional Water Quality Control Board, Santa Ana Region
(6809 Indiana Avenue, Suite 200, Riverside, California 92506, (714)
684 -9330.
Upon approval of the plan by the Engineer and the Board, the
Contractor shall be responsible for the implementation and maintenance
of the control facilities. The Contractor's attention is called to
Subsection 7 -8 of the Standard Specifications with regards to project
site maintenance.
The Contractor shall also provide for drainage at the ends of Ruby,
Collins, Agate, Onyx, Apolena and Amethyst Avenues during construc-
tion.
All costs for providing surface water control, for obtaining permits
therefor, and for complying with the provisions of the permits shall
be included in the lump sum price bid for "Mobilization ".
X. CONSTRUCTION DETAIL
A. General
The prices bid for each item of work shall include sawcutting and
removal of PCC pavement, curb and sidewalk, removal of existing
drainage valves and the interfering portions of the existing
drainage systems, removal of the remaining drainage system on the
bay side of the bulkhead, plugging the holes (from the storm
drain) in the concrete bulkhead along South Bay Front, removal of
excess pipe excavation material and other objects necessary for
the construction of the project while protecting all other im-
provements, utilities and features and all private property
Relocation of existing gas lines shall be performed by the Gas
Company before or during construction. Shutdown and reopening
water mains shall be performed only by the Utilities
Superintendent with advance notice to (714) 644 -3011.
The Contractor shall be careful while excavating along North or
South Bay Front to avoid damaging the tie back rods for the
concrete bulkhead.
B. Portland Cement
Concrete for replacing pavement in Amethyst, Park, Balboa, Agate,
Opal and Collins Avenues shall be Class 520 -A -2500. Additional
portland cement and /or calcium chloride may be added to pavement
concrete, subject to the Engineer's prior approval, in order to
attain higher early strength concrete so that roadways may be
reopened sooner.
n
U
Concrete for curbs and sidewalk shall be Class 520 -C -2500.
SP6of8
The existing bomanite at the end of Amethyst, Onyx, and Apolena
Avenues shall be replaced with bomanite to match the existing
embossing and color as closely as possible.
Payment for pavement, curbs and sidewalk shall include removal of
existing concrete, subgrade preparation, and added color,
portland cement and calcium chloride, if needed to satisfy the
requirements set forth herein.
Storm Drain
North and South Bay Fronts: In order to avoid conflicts with the
anchor piles for the concrete bulkhead, the final location of the
catch basins at the ends of Apolena, Onyx, Amethyst, Agate and
Ruby Avenues shall be determined by the Engineer during construc-
tion.
The two laterals along North or South Bay Fronts shall be
constructed prior to the junction structure since grade adjust-
ments may require a different floor elevation of the junction
structure.
Existin bulkhead panel penetrations: A hole a minimum of 1 inch
greater than t e outsi a diameter oT the outfall pipe shall be
made in the bulkhead using a jackhammer or other suitable equip-
ment approved by the Engineer. The 1 -inch void shall be back -
filled with Class C cement mortar. Care shall be exercised in
grouting the annular space to ensue a leakproof connection.
Existing storm drain pipe abandonment: Fill existing storm drain
pipe with soil cement slurry mixture of 1 sack cement per cubic
yard. In addition, the pipe ends shall be sealed with brick and
mortar.
Existing catch basin modifications: A portion of the wall, a
ameter inch greater than the outside diameter of the pipe,
shall be removed using a jackhammer or other suitable equipment
approved by the Engineer. The 1 -inch annular void around the pipe
shall be backfilled with Class C cement mortar. Care shall be
exercised in grouting the annular space to ensure a leakproof con-
nection. The bottom of the catch basins shall be a minimum 6
inches thick with a minimum 12:1 slope toward the new outlet pipe.
The former outlet shall be brick and mortar sealed a minimum 6
inches thick.
D. Pipe Alternatives
The Contractor, at his option, may use the following alternatives
for storm drain pipe:
Polyvinyl chloride pipe - -which meets or exceeds material and
service test requirements of ASTM D -3034, such as A -2000,
manufactured by Johns - Manville Company, or equal approved by
the Engineer.
0
Perma -Loc series 46 by Contech, Inc.
0 SP7of8
Polyvinyl Chloride pipe -SDR 35 or thicker.
4. Asbestos Cement Pipe -- 2000 -D or stronger.
The section of pipe that runs from the slide gate out to the Bay
shall be only Asbestos Cement Pipe 3750 -D or stronger. The pipe
shall be joined by rigid couplers located at concrete pipe anchors
detailed on the plans.
Class 100 -E -100 slurry shall be placed as backfill between pipe
spring line and bottom of pavement replacement at locations spe-
cified on the plans. A bond breaker, approved by the Engineer,
shall be installed between the slurry and the pavement replace-
ment. Traffic shall not be permitted upon the pavement replace-
ment until the concrete has reached its design strength.
Payment for storm drain pipe shall be per the Unit Price Per
Lineal foot bid, and shall include pipe, excavation, bedding,
backfill (including slurry, where specified), and densification of
bedding and backfill to 100% minimum relative compaction.
Slide Gate and Automatic Actuator
Slide gate shall have circular flat back mounting frame which
bolts directly to the concrete vault structure, capable of
withstanding a 60 -foot seating (front) pressure and a 10 -foot
unseating (back) pressure. Slide gate shall have a non- rising
stainless steel stem, stainless steel rails, bronze seat face and
all stainless steel hardware, including anchor bolts.
Slide gate shall be Waterman Industries Model P -30f, Fresno
Model W, or equal approved by the Engineer.
Automatic actuator shall be an electrically powered actuator
capable of opening and closing the selected slide gate. The
enclosure for the electric motor and control box shall be cer-
tified for use under salt water. A remote control push button
station with a lockable cover shall also be included. The
actuator shall include a handwheel for manual operation.
Power for the Amethyst Avenue actuator will be 120 /240 -volt
single - phase, and will come from an existing pole (P.P. #724579E)
located approximately 20 feet due west of the centerline of
Amethyst in the alley behind Lot 6. Contractor shall furnish and
install a 100 -amp electrical meter panel per Southern California
Edison Company requirements on this pole. Power for the Opal
Avenue actuator will also be 120 /240 -volt single phase, and will
come from an existing pole (P.P. #83553AE) located approximately
50 feet due east of the centerline of Collins Avenue in the alley
behind Lot 11. Contractor shall furnish and install a 100 -amp
electrical meter cabinet per Southern California Edison Company
requirements adjacent to this pole. Contractor shall also supply
all necessary labor and materials including cable, trenching or
jacking conduit and resurfacing for the installation of power con-
duits.
• •
Automatic actuators shall be manufactured by: E.I.M. Controls;
Limitorque; Rotork; or equal approved by the Engineer.
Four sets of shop drawings and maintenance manuals for slide
gates, automatic actuators, remote control boxes and meter panels
shall be submitted to the Engineer for approval in accordance with
Section 2 -5.3 of the Standard Specifications.
Payment for the slide gates and actuators shall be at the Contract
Unit Price and shall include the slide gate, actuator, conduit,
push button control station, meter cabinet or panel, and setting
and testing the controls for the actuator.
F. Tidal Effects
Contractor shall schedule work around tidal fluctuations as
necessary. In order to keep streets from flooding, the tide gates
are closed by City forces whenever tides reach elevation +5.4 feet
MLLW.
G. Water Main Relocations and Bypasses
The Contractor shall relocate water mains prior to storm drain
construction. The maximum shut -off time for water mains is four
hours. If the water main must be shut off longer than four hours,
the Contractor shall provide and install a temporary bypass of the
system.
Fittings and pipe to be furnished by the Contractor shall be as
follows: Ductile Iron Pipe, which shall conform to AWWA Standard
C151, shall be Class 52. Forty -five (45)- degree elbows with
thrust blocks shall be used to drop the water main beneath the
storm drain. The Contractor shall install thrust restraining
devices to provide resistance until thrust blocks have cured.
Tyton push joints or mechanical joints with tie rods shall be used
to connect the pipe to the existing pipe. Any valves that must be
adjusted or relocated shall be replaced with a butterfly valve.
Finally, the relocated pipe shall be protected with 8 -mil
polyethylene encasement.
Shop drawings for water main relocations and for temporary
bypasses of the system shall be submitted to the Engineer for
approval in accordance with Section 2 -5.3 of the Standard
Specifications.
Prior to the acceptance by Engineer, the water mains shall be
flushed, disinfected and chlorinated according to the Standard
Special Provisions.
•
• • p"a)
August 24, 1987
TO: CITY COUNCIL
FROM: Public Works Department
BY THE CRY COUNCIL
CRY OF NEWPORT BEACQTY COUNCIL AGENDA
EM NO. F -3(b)
AUG 2 4198T
APPROVED
SUBJECT: AMETHYST AVENUE STORM DRAIN AND OPAL AVENUE STORM DRAIN (C -2584)
RECOMMENDATION:
Award Contract No. 2584 to Wilson's Equipment Rentals, Inc., for the
total price of $356,870, and authorize the Mayor and the City Clerk to
execute the contract.
DISCUSSION:
At 11:00 A.M. on August 12, 1987, the City Clerk opened and read the
following bids for this project:
The low bid is 3% above the Engineer's estimate of $345,000. The low
bidder, Wilson's Equipment Rentals, Inc., has not performed previous contract
work for the City; however, a check with their experience references and the
State Contractors License Board has shown that Wilson's has successfully
completed projects of a similar nature for other Southern California agencies
and has no pending actions detrimental to their contractor's license, respec-
tively.
Funds for award are proposed from the following accounts:
Description Account No. Amount
• Amethyst Avenue Storm Drain 02- 3497 -429 $215,000
Opal Avenue Storm Drain 02- 3497 -401 62,200
Storm Drain Improvement Program 02- 3487 -053 79,670
All other information concerning the project and included in the
ached Agenda t m of July 13, 1987 remains unchanged.
BenJ§U n B. Nolan
Public Works Director
LD:jd
Att.
Bidder
Total Price
Low
Wilson's Equipment Rentals, Inc.
$356,870
2
Peter C. David Co.
359,100
3
Fleming Engineering
364,420*
4
Clayton Engineering
364,560
• 5
Solid Structures Construction, Inc.
391,260
6
Gillespie Construction, Inc.
434,725
7
N.A. Artukovich Construction Co.
449,110
8
George Dakovich and Son, Inc.
461,750
9
Savala Construction Co.
499,105
*Corrected
total price is $364,520.
The low bid is 3% above the Engineer's estimate of $345,000. The low
bidder, Wilson's Equipment Rentals, Inc., has not performed previous contract
work for the City; however, a check with their experience references and the
State Contractors License Board has shown that Wilson's has successfully
completed projects of a similar nature for other Southern California agencies
and has no pending actions detrimental to their contractor's license, respec-
tively.
Funds for award are proposed from the following accounts:
Description Account No. Amount
• Amethyst Avenue Storm Drain 02- 3497 -429 $215,000
Opal Avenue Storm Drain 02- 3497 -401 62,200
Storm Drain Improvement Program 02- 3487 -053 79,670
All other information concerning the project and included in the
ached Agenda t m of July 13, 1987 remains unchanged.
BenJ§U n B. Nolan
Public Works Director
LD:jd
Att.
•
•
•
a
0 0
July 13, 1987
CITY COUNCIL AGENDA
ITEM NO. F -12
TO: CITY COUNCIL
FROM: Public Works Department
SUBJECT: AMETHYST AVENUE STORM DRAIN AND OPAL AVENUE STORM DRAIN (C -2584)
RECOMMENDATIONS:
1. Approve the plans and specifications
2. Authorize the City Clerk to advertise for bids to be opened
at 11:00 a.m. on August 12, 1987.
DISCUSSION:
This contract provides for the construction of 2 storm drains on
Balboa Island as shown on the attached sketch. The proposed Amethyst Avenue
storm drain includes the construction of (1) an 18 -to -24 -inch diameter main pipe
in Amethyst Avenue from Balboa Avenue to 55 feet into the South Bay Front beach,
(2) an electrically powered tide gate structure located at the the South Bay
Front /Amethyst Avenue street end, (3) 15- inch - diameter lateral pipes under the
South Bay Front sidewalk from the tide gate structure to the Apolena and Onyx
Avenue Street ends, and (4) 14 small catch basins located throughout the system.
The proposed Opal Avenue storm drain includes the construction of
(1) 18 -to -24 -inch diameter main pipe in Opal and Collins Avenues from a
sump at mid -200 block of Opal Avenue to 70 feet into the North Bay Front beach at
Collins Avenue, (2) an electrically- powered tide gate structure located at
the North Bay Front /Collins Avenue street end, (3) 15 -inch diameter lateral
pipes under the North Bay Front sidewalk from the tide gate structure to
the Ruby and Agate Avenue street ends, and (4) 5 small catch basins located
throughout the system.
The project also includes relocating 5 water mains to make room for
the proposed storm drains, installing area drains in Bay Front walkways above
the 15- inch - diameter laterals, and reconstructing Bay Front walkways, street
ends, and roadway pavement above the proposed storm drain construction.
The storm drains are needed to relieve the flooding and standing
water that occur in sump areas along Amethyst and Opal Avenues, to reduce the
amount of time needed to close tide gates during high tide periods by
consolidating 6 existing outlets into 2 new outlets, and to reduce the amount of
ponded water in Bay Front walkways.
0 0
Page 2
Subject: Amethyst Avenue Storm Drain and Opal Avenue Storm Drain (C -2584)
July 13, 1987
The work is to be performed during the time period of September 14
to December 1, 1987, except that work on each system shall take no longer than
45 calendar days. During construction, pedestrian traffic along the Bay Front
walkways will rerouted to adjacent alleys; portions of Amethyst, Collins and
Opal Avenues will be closed to vehicles. Bay Front alleys, Balboa and Palm
Avenues will at times be closed to traffic during work hours (but not
concurrently), and all intersections will be re- opened to traffic during non-
working hours. Residents adjacent to the work will be provided with advance
written notices so that they may plan alternative parking locations. Sweeping
will be discontinued on streets adjacent to storm drain construction in order to
provide additional parking areas for displaced vehicles.
Negative Declarations of Environmental Impact have been prepared by
staff and approved by the Environmental Affairs Committee. Notices of
Determination have been filed with the County Clerk and published in the local
newspaper. The project has been granted waiver from the requirements for a
Coastal Development Permit since the project is consistent with the City's
certified land use plan and the Coastal Act.
Plans and specifications for the work have been prepared by RMG
•Engineering, Inc. Their estimates of construction costs total $215,000
for the Amethyst Avenue Storm Drain and $130,000 for the Opal Avenue Storm
Drain. Sufficient funds to award these amounts are provided in the Amethyst
Avenue Storm Drain account ($225,000), the Opal Avenue Storm Drain account
($62,000) and the Storm Drain Improvement Program account ($100,000).
J4V , 1 4
Benjamin B. Nolan
Public Works Director
3
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• TO: CITY COUNCIL
FROM: Public Works Department
•
•
BY THE CITY COUNCIL
CITY OF NEWPORT BEACH
JUL 131987
APPROVED
July 13, 1987
CITY COUNCIL AGENDA
ITEM NO. F -12
SUBJECT: AMETHYST AVENUE STORM DRAIN AND OPAL AVENUE STORM DRAIN (C -2584)
RECOMMENDATIONS:
1. Approve the plans and specifications
2. Authorize the City Clerk to m**%" --f b*ft° -to be opened
at i.a s�szA�gul-3= -11&7
DISCUSSION:
This contract provides for the construction of 2 storm drains on
Balboa Island as shown on the attached sketch. The proposed Amethyst Avenue
storm drain includes the construction of (1) an 18 -to -24 -inch diameter main pipe
in Amethyst Avenue from Balboa Avenue to 55 feet into the South Bay Front beach,
(2) an electrically powered tide gate structure located at the the South Bay
Front /Amethyst Avenue street end, (3) 15- inch - diameter lateral pipes under the
South Bay Front sidewalk from the tide gate structure to the Apolena and Onyx
Avenue Street ends, and (4) 14 small catch basins located throughout the system.
The proposed Opal Avenue storm drain includes the construction of
(1) 18 -to -24 -inch diameter main pipe in Opal and Collins Avenues from a
sump at mid -200 block of Opal Avenue to 70 feet into the North Bay Front beach at
Collins Avenue, (2) an electrically - powered tide gate structure located at
the North Bay Front /Collins Avenue street end, (3) 15 -inch diameter lateral
pipes under the North Bay Front sidewalk from the tide gate structure to
the Ruby and Agate Avenue street ends, and (4) 5 small catch basins located
throughout the system.
The project also includes relocating 5 water mains to make room for
the proposed storm drains, installing area drains in Bay Front walkways above
the 15- inch - diameter laterals, and reconstructing Bay Front walkways, street
ends, and roadway pavement above the proposed storm drain construction.
The storm drains are needed to relieve the flooding and standing
water that occur in sump areas along Amethyst and Opal Avenues, to reduce the
amount of time needed to close tide gates during high tide periods by
consolidating 6 existing outlets into 2 new outlets, and to reduce the amount of
ponded water in Bay Front walkways.
0 0 * .
Page 2
Subject: Amethyst Avenue Storm Drain and Opal Avenue Storm Drain (C -2584)
July 13, 1987
i
The work is to be performed during the time period of September 14
to December 1, 1987, except that work on each system shall take no longer than
45 calendar days. During construction, pedestrian traffic along the Bay Front
walkways will rerouted to adjacent alleys; portions of Amethyst, Collins and
Opal Avenues will be closed to vehicles. Bay Front alleys, Balboa and Palm
Avenues will at times be closed to traffic during work hours (but not
concurrently), and all intersections will be re- opened to traffic during non-
working hours. Residents adjacent to the work will be provided with advance
written notices so that they may plan alternative parking locations. Sweeping
will be discontinued on streets adjacent to storm drain construction in order to
provide additional parking areas for displaced vehicles.
Negative Declarations of Environmental Impact have been prepared by
staff and approved by the Environmental Affairs Committee. Notices of
Determination have been filed with the County Clerk and published in the local
newspaper. The project has been granted waiver from the requirements for a
Coastal Development Permit since the project is consistent with the City's
certified land use plan and the Coastal Act.
Plans and specifications for the work have been prepared by RMG
Engineering, Inc. Their estimates of construction costs total $215,000
for the Amethyst Avenue Storm Drain and $130,000 for the Opal Avenue Storm
Drain. Sufficient funds to award these amounts are provided in the Amethyst
Avenue Storm Drain account ($225,000), the Opal Avenue Storm Drain account
($62,000) and the Storm Drain Improvement Program account ($100,000).
Benjamin B. Nolan
Public Works Director
LRD /bjm
Attachments
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Authorized to Publish Advertisements of all kinds Including public
notices by Decree of the Superior Court of Orange County,
California, Number A -6214, dated 29 September, 1961, and
A- 24631, dated 11 June, 1963
STATE OF CALIFORNIA
County of Orange Puolic Nalu Ac..nivN Co. «.a
or nn..K.dvn e a -n ) Md '
.rtn W G¢. column w m
I am a Citizen of the United States and a resident of
the County aforesaid; I am over the age of eighteen
years, and not a party to or interested in the below
entitled matter. I am a principal clerk of the Orange
Coast DAILY PILOT, with which is combined the
NEWS - PRESS, a newspaper of general circulation,
printed and published in the City of Costa Mesa,
County of Orange, State of California, and that a
Notice of Inviting Bids
of which copy attached hereto is a true and complete
copy, was printed and published in the Costa Mesa,
Newport Beach, Huntington Beach, Fountain Valley,
Irvine, the South Coast communities and Laguna
Beach issues of said newspaper for One Time
PUBLIC NOTICE
consecutive weeks to wit the issue(s) of
NOTICE
INVITING BIDS
Sealed bids may be re-
ceived at the office of the
198 7
City Clerk, 3300 Newport
Boulevard, P. o. Box 1768,
Newport Beach, CA
92658 -8915 until 11:00 a.m.
on the 12th day of August,
198_
1987, at which time such
bids shall be opened and
mad'for
Title of Project:
198_
AMETHYST AVENUE
STORM DRAIN AND OPAL
AVENUE STORM DRAIN
Contract No.: 2584
198—
Engineer's Estimate:
$345,000
Approved by the City
. Council this 13th day of July,
198_
1ae7.
' WetMa E. Reggio, City
Clark
Prospective bidders may
obtain one set of bid docu-
I declare, under penalty of perjury, that the
ments at no cost at the office
of the Public Works Depart-
foregoing is true and correct.
9 9
ment, 3308 Newport
Boulevard, P. 0. Box 1768,
Newport Beach, CA
92658 -8915.
For further Information,
.T
Executed on n 1 v 1 6 ]
� 98
call Lloyd R. Dalton, Project
l —
Manager at 644 -3311.
at Cos7� esa, California.
Published orange Cowl
an e C
Dally Pilot July
—�� oUAi�-
ThS?C
Signature
'Ys
PROOF OF PUBLICATION `