HomeMy WebLinkAboutC-2791 - Newport Shores ParkCITY OF NEWPORT BIACH
OFFICE OF THE CITY CLERK
P.O. BOX 1768, NEWPORT BEACH, CA 92658.8915
February 25, 1992
Nobest Incorporated
P.O. Box 874
Westminster, CA
Subject: Surety: The Continental Insurance Company
Bond No.: 1331721'
Contract No.: C -2791
Project: Newport Shores Park. -
The City Council of Newport Beach on January 13, 1992 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 of Completion has been recorded in accordance with
applicable portions of the Civil Code.
The Notice was recorded by the Orange County Recorder on
4, 1992; Reference No. 92- 067264:
Sincerely,
uZ
Wanda E. Raa
City Clerk
WER:pm
cc: Public Works Department
3300 Newport Boulevard, Newport Beach
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RECORDING REQUESTED BY AND
WHEN RECORDED RETURN TO:
/ �5
City Clerk
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Cit ofwNpewp rt Beach
Newport Beach, CAe92663
-e. 92- ObT264
: RDED IN OFFICIAL RECORDS
�����FFFFFF ORANGE COUNTY, CALIFORNU
pj, FEB 41992
s v4 '2.54 ,a.*rl Recorder
' p from recording fe u ua
to Government Code Secti 1
NOTICE OF CONPLETION
NOTICE IS HEREBY GIVEN that the City of Newport Beach, 3300 Ne—WPF&r—t
Boulevard, Newport Beach, California, 92663, as Owner, and
Nobest Incorporated, P.O. Box 874, Westminster, CA as
Contractor, entered into a Contract on AAL%mt 12, 1991
Said Contract set forth certain improvements, as follows:
Newport Shores Park (C -2791)
Work on said Contract was completed on Octo6ei.12, 1991 ,
and was found to be acceptable on January 13.1992
by the City Council. Title to said property is vested in the
Owner, and the Surety for said Contract is The Continental
Insurance Co.. 500 S. Kraemer Blvd., Suite 305.
Brea, CA 92621 / / /
C VO�Y Pat, BY P
�
is Worksuirector
VERIFICATION
I certify, under penalty of perjury, that the foregoing is true and
correct to the best of my knowledge.
Executed on �� at
Newport Beach, ifornia.
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January 13, 1992
CITY COUNCIL AGENDA
ITEM NO. F_14
TO: CITY COUNCIL
FROM: Public Works Department
SUBJECT: ACCEPTANCE OF NEWPORT SHORES PARR (C -2791)
JAN 1 3 1992
1. Accept- -the work.
2. Authorize the 6}e,,,t31,. =f#le a- Notice - -of
Completion.
3. Authorize the City Clerk to release the bonds 35
days after the Notice of Completion has been
recorded in accordance with applicable portions of
the Civil Code.
DISCUSSION:
The contract for the construction of Newport Shores Park
has been completed to the satisfaction of the Public Works
Department.
The bid price was $43,987.10
Amount of unit price items constructed 43,926.10
Amount of change orders None
Total contract cost $43,926.10
Funds for the project were budgeted in the Parks and
Recreation Fund, Account No. 7035 - 4130006.
The contractor is Nobest Incorporated of Westminster.
The contract date of completion of construction was
October 12, 1991. The work was completed by that date. The
landscape establishment and maintenance' period ended December 12,
1991.
• Benjamin B. Nolan
Public Work Director
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TO: FINANCE DIRECTOR
FROM: CITY CLERK
DATE: September 10, 1991
SUBJECT: Contract No. C-2791
Description of Contract Nev=t Sharps Park
Effective date of Contract A gia-s 12, 1991
Authorized by Minute Action, approved on A,igliQt 12, 1991
Contract with Nobest Inc
Address P.O. Box 874
Westminster, Q
Amount of Contract 943,987.10
"Xa6' ,
Wanda E. Raggio
City Clerk
WER:pm
Attachment
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STATE
P.O. BOX 807, SAN FRANCISCO, CA 94101 -0807
COMPENSATION
I N S U R A N C E
FUND CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
AUGUST 20, 1991 POLICYNUMBER: 440 -90 -unit 0004618
CERTIFICATE EXPIRES: 10 -1 -91
r
CITY OF NEWPORT BEACH
BUILDING & SAFETY DEPARTMENT
P.O. BOX 1768
NEWPORT BEACH CALIFORNIA 92663
L
JOB: ALL OPERATIONS
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 poliearyeriod indicated.
This policy is not subject to cancellation by the Fund except upon t111"ys' advance written notice to the employer.
30
We will also give you TKKdays' 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 alter 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. X.
PRESIDENT
f
ENDORSEMENT #2065 ENTITLED CERTIFICATE HOLDERS' NOTICE EFFECTIVE
10 -1 -90 IS ATTACHED TO AND FORMS A PART OF THIS POLICY.
EMPLOYER
NOBEST INC.
DBA: NOBEST
7600 ACACIA
GARDEN GROVE
L
SCIF 20262 (REV. 10.86)
CALIFORNIA 92641
OLD 262A
CITY CLERK
NOTICE INVITING BIDS
Sealed bids may be received at the office of the City Clerk,
3398 Newport Boulevard, P. 0. Box 1768, Newport Beach, CR 92659 -1768
until 11:00 AM on the 25th day of July , 1991,
at whit time suc bids shall be opened and read for
itle
2791
Contract No.
$47,500
Engineer's Estimate
Reproved by the City Council
this 24 day of June , 1991
Wanda E. Raggio
City Clerk
Prospective bidders may obtain one set of bid documents at no cost
at the office of the Public Works Department, 3389 Newport Boulevard,
P. 0. Box 1768, Newport Beach, CR 92659 -1768.
For further information, call John Wolter at 644 -3311.
Project Manager
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PR 1.1
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PROPOSAL
NEWPORT SHORES PARK .
CONTRWIT NO. 2791
To the Honorable City Council
City of Newport Beach
3300 Newport Boulevard
P.O. 'Box. 1768
Newport Beach, CA.92658 -8915
Gentlemen:.
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. 2791 in accordance with the Plans and Special
Provisions, and will take in full payment therefor the following
unit prices for the work, complete in place, to wit:
1. Lump Sum Mobilization
@ Seventeen Hundred Dollars
and
No Cents $ 1.700.00
Per Lump Sum
2. Lump Sum Clear and grub
@ Twelve Hundred Five Dollars
N and
NO
Cents $ 1..205.00
Per Lump Sum
3. Lump Sum Rough grading
@ Six Thnimand Six Hundred Dollars
Seventy and
Nn Cents $ 61670.00
Per Lump Sum
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PR 1.2
ITEM. QUANTITY. ITEM DESCRIPTI-
_ '? UNIT TOTAL
NO AND UNIT UNIT' PRICE kEI= N IN WORDS g=CE' PRICE
4. 3530 Install concrete paving
Sq. Ft.
@ One Dollars
and
Eighty -Five Cents $ 1.85 $ 6,530.50
Per Square Foot
5. Lump .Sum Handicap ramp
@ Two Hundred Dollars
and
No. Cents -
P -r Lump Sum -
6. 157 Install deepened footing
Linear Ft.
Twenty -Nine Dollars
and
No, Cents $ 29.00 $_4x553-00
Per Linear Foot
7. 110 Place 18" beach sand over
Cubic Yds. filter fabric
@ Forty -Five Dollars
and
No Cents $ 45.00 $ 4,950.00
Per Cubic Yard
8. 2 Install Timberform Bench
Each Renaissance Model No. 2806 -6
Standard .Blue or approved
equivalent
P'
@ Twelve Hundred Dollars
and
No Cents $1,200.00 $ 2,400.00
Per Each
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PR 1.3
ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL
CIO AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE
9. 1 Install Dura Art stone.trash
Each receptacle., Model No. S -TR -D3
Round -S -18 Natural or approved
equivalent
@ Four Hundred Sixty Dollars
and
No Cents $460.00
Per Each
10. Lump Sum Install irrigation system including.
potable 1/2" water line to drinking
fountain area
@ Seventy Six Hundred Dollars
and
No Cents
Per Lump Sum
11. 1,920 Prepare soil and find grade
Sq. Ft.
$ 460.00
$ 7,600.00
@ None Dollars
and
Forty Three Cents $ .43 $ 825.60
Per Square Foot
12. 6 Plant 24" box trees
Each
Three Hundred Seventy Dollars
Eight and
No Cents $378.00 $ 2,268.00
Per Each
13. 200 Plant 5 gallon shrubs
ach
@ Twenty -One Dollars
and
Fifty Cents $ 21,50 $ 4,300.00
Each
C�
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Forty Three Thousand Nine Hundred Eighty Seven Dollars
and
Ten Cents $43,987.10
Date
(714) 892 -5583
Bidder's Telephone Number
359622 A
Contractor's License No.
and Class
4W
v Nobest Incorporated
PR 1.4
ITEM QUANTITY
TOTAL
ITEM DESCRIPTION
UNIT
PTO AND UNIT
UNIT PRICE WRITTEN IN WOORjL
PRICE
PRICE.
14. 1,920
Maintain landscape for
90 days
Sq. Ft.
@ Three Hundred Twenty
Dollars
and
No
Cents $ 325.00
,.
Per.Each
TOTAL BASE BID
WRITTEN IN WORDS
Forty Three Thousand Nine Hundred Eighty Seven Dollars
and
Ten Cents $43,987.10
Date
(714) 892 -5583
Bidder's Telephone Number
359622 A
Contractor's License No.
and Class
4W
v Nobest Incorporated
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Page 2
INSTRUCTIONS TO BIDDERS
The following documents shall be completed, executed and received
by the City Clerk in accordance with NOTICE INVITING BIDS:
PROPOSAL (Page 1)
INSTRUCTIONS TO BIDDERS (Page 2)
DESIGNATION OF SUBCONTRACTORS (Page 3)
BIDDER'S BOND (Page 4)
NON - COLLUSION AFFIDAVIT (Page 5)
TECHNICAL ABILITY AND EXPERIENCE REFERENCES (Page 6)
except that cash, certified check or cashier's check (sum not less
than l0% of the total bid price) may be received in lieu of the
BIDDER'S BOND. The title of the project and the words "Sealed Bid"
shall be clearly marked on the outside of the envelope containing
the documents.
The City of Newport Beach will not permit a substitute format
for the documents listed above. Bidders are advised to review
their content with bonding and legal agents prior to submission of
bid.
BIDDER'S BOND shall be issued by an insurance organization or
surety (1) currently authorized by the Insurance Commissioner to
transact business of insurance in the State of California, and (2)
listed as an acceptable surety in the latest revision of the
Federal Register Circular 570.
The estimated quantities indicated in the PROPOSAL are
approximate, and are given solely to allow the comparison of bid
totals.
Bids are to be computed upon the estimated quantities
indicated in the PROPOSAL multiplied by unit price submitted by the
bidder. In the event of discrepancy between wording and figures,
bid wording shall prevail over bid. figures. In the event of error
in the multiplication of estimated quantity by unit price, the
correct multiplication will be computed and the bids will be
compared with correctly multiplied totals. The City shall not be
held responsible for bidder errors and omissions in the PROPOSAL.
The City of Newport Beach reserves the right to reject any or
all bids and to waive any minor irregularity or informality in such
bids. Pursuant to Public Contract Code Section 22300, at the
request and expense of the Contractor, securities shall be
permitted in substitution of money withheld by the City to ensure
performance under the contract. The securities shall be deposited
in a state or federal chartered bank in California, as the escrow
agent.
5/91
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In accordance with the—California Labor Code (Sections 1770 et
seg.), 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 insuring compliance
with provisions of Section 1777.5 of the Labor Code and Section
4100 et seq. of - the Public Contracts Code, "Subletting and
Subcontracting Fair Practices Act."
All documents shall bear
authorized to sign on behalf of
signatures shall be of a c03
authorized by the corporation.
shall be of a general partner.
shall be of the owner.
signatures and titles of persons
the bidder. For corporations, the
.porate officer or an individual
For partnerships, the.signatures
For sole ownership, the signature
359622 A
Contractor's License No. & Classification
Nobest Incorporated
Bidder
Date
0 0
lar
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Page 3
state law requires the listing of all subcontractors who will
perform work in an amount in excess of one -half of one percent of
the Contractor's total bid. If a subcontractor is not listed, the
Contractor will be responsible for performing that portion of the
work. Substitution of subcontractors shall be made only in
accordance with State law and /or the Standard Specifications for
Public Works Construction, as applicable.
The Bidder, by signing this designation, certifies that bids
from the following subcontractors have been used in formulating the
bid for the project and that these subcontractors will be used
subject to the approval of the Engineer and in accordance with
State law. No changes may be made in these subcontractors except
with prior approval of the City of Newport Beach.
Subcontract Work Subcontractor Address
1. Irrigation 5 & M Landscape Azusa, CA
2.
3.
4.
5.
6.
7.
s.
9.
10.
11.
12.
bbest Inc.
dder
5191
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4a'.• .f:7/li Si1968 17s 23 FROM
+ Y .
p TO 19187 *14
P.83
Page 4
Big=' p HOED
law AM MW BY TH86S. ,
. :
That ie NOSEST INMRATID... as
bidderr and
Fi-
Buzety, era e d and f rmlp and � o erPort HOa`ch.
California, in the sea of dollars
(S 10% - - - -- • ) r lawful �Y of e 1 for. - tuft YAGAt .
of Which sum well and truly to be made, ve bind %oa x elves, giftuy
and severally.. firmly by the" Presents.
TH'8 COMpMon OF -M kailQOING Owa"Tioff. is Such,
;,•.: That if the proposal of the Abovb bounden .'bidder for - the
omstruction of Contraat'No: 2191.
(Title of Project and Con a o.) In ty o, Newport.
,
is accepted by the City Counail of said City,- and it the above
bounden bidder shall duly eater into and eiecutift a contract for
such construction -and shall execute and deliver 'tb.said City the
"Payment" and "Faithful, Forformaaee• contract lsoiids• dasotlbed in
the Specifications Within ten (3-0) days (not-lbolading Saturday,
Sunday, and Federal holidays) after the date of'thraailing Notice
of Avard to the above bounden bidder by and ftma- amid -City, than
this obligation shall become mull and void; otbvfrise. It. shall.ba
forfeited to the Said City.
in the event that any bidder above nerved- wkftcat*d this•bond as
an individual, it is agreed that the death tit: any sndt bidder dlaall
not exonerate the surety from its obligation tinder this band.' .
9th x S R J iz, We hereunto set oar: hands and seals: t.418
Y of
NOBESl' INCORPORATED
Bidder (Attach Acknowledgmen
Of Attorney -In-Fact)
Notary Pub id
Co>tm fission Expires:
JUL 8 191 15:16
•• 1 17 V� 1 �. ' • M
6fs A. `;Rapp
Attorney -in -Fact
TPAGE.003
f'.
.
bounden bidder shall duly eater into and eiecutift a contract for
such construction -and shall execute and deliver 'tb.said City the
"Payment" and "Faithful, Forformaaee• contract lsoiids• dasotlbed in
the Specifications Within ten (3-0) days (not-lbolading Saturday,
Sunday, and Federal holidays) after the date of'thraailing Notice
of Avard to the above bounden bidder by and ftma- amid -City, than
this obligation shall become mull and void; otbvfrise. It. shall.ba
forfeited to the Said City.
in the event that any bidder above nerved- wkftcat*d this•bond as
an individual, it is agreed that the death tit: any sndt bidder dlaall
not exonerate the surety from its obligation tinder this band.' .
9th x S R J iz, We hereunto set oar: hands and seals: t.418
Y of
NOBESl' INCORPORATED
Bidder (Attach Acknowledgmen
Of Attorney -In-Fact)
Notary Pub id
Co>tm fission Expires:
JUL 8 191 15:16
•• 1 17 V� 1 �. ' • M
6fs A. `;Rapp
Attorney -in -Fact
TPAGE.003
d
STATE Of CALIFORNIA
OOUNTY OF
On this day of ` In the year 19
before rtre, the umtersigntd, @ ANotary Public A and for said State, personally appeared
i
OFF(C(ALSSAL
DAPID E. ME
c NOTARY PURX, CALIFORNIA
ORANGE COUNTY
My Carom. Esabes May 14.1993
ACKNOWLEDGMENT— CwM~ —",.I➢ Fwm 222QA M —Rev.5 82
"1982 WOECOirs -vc. '
' , personally known to me
(or proved to me on f11e basis of satisfactory evidence) to be the person who executed the
within instrument on behalf of the Corporation therein named, and acknowledged to me that
the Corporation executed It.
WITNESS my hand and of ial s 1.
Notary Public in and for said Stale.
1(
r State of California,
SS..
t: County of Los Angeles,
On this 9th day of July in the year 1991 before me a Notary of Public
personally appeared Doublas A. Rapp personally known to me (or proved.to me
on the basisof satisfactory: evidence) to.be.thg person whose. name is.subscribed to this instrument as the Attorney. of ;Tha„
Contirients Insurance Company: and, acknowledgeif tb me .that The Contlnental Insurance Company' executed the
instrument.
�!� m® ww .waysmrtimir�xR�wo-r.wre,Rwx.w,.n
OFFICIAL SEAL -
-
MARGARETA T. HIERL
p
NOTARY PUBLIC • CALIFORNIA
PRINCIPAL OFFICE IN
5€
LOS ANGELES COUNTY
.
MyCOmmisston FxpiresDee.% 1994
/1'1'lQ J►"' j &a .
Nbary Public in and for said County
The CoOnental Insurance Corny
180 Maiden Lane., New York, New York 10038
GENERAL POWER OF ATTORNEY
Know all men by these Presents, That THE CONTINENTAL INSURANCE COMPANY has made, constituted
and appointed, and by.these presents does make, constitute and appoint:
DO(l6LAS,.A,.RAPP'JMSA9ENAf, CALIFORNIA-.:.*
its true and lawful attorney,'for it and in its name, place, and stead to execute oil behalf of the said Company; as surety, bonds, undertakings
and contracts of suretyship to be given to
ALL OBLIGEES
provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed in amountthe Supt of ;
.TWENTY MILLION (20;000:;000) DOLLARS .
This Powerof Attorney is granted and is signed and iealed by facsimile. under and by the authority.of the folltiving Resoltition adopted by
the Board of Directors of the Company on the 1st day ¢f November, 1977:
. - RESOLVED, that the Chairman of the Hoard, the Vice Chairman of the Board, the Presider, an Executive Vice President or a Senior Vice President or a Vice President of the .
Company, be, and that each many of them is, authorized to execute Powers of Adomey 4sullfYinB she ittornn,nained in the given.Posyer of Attorney to execute in behalf of the
cooipany, bonds, undertakings and all contracts of suretyship; W that an Assistant Vice President. a Secretary or an.Assistant Secretary be, and that each or arty of them hereby is,
authorized to attest the "era�c hon of any such Power of Attorney, and In attach thereto the seal of the Company..
FURTHER RESOLVED, that the sigmtutes of such officers and the seal of the Company may be affixed to any such Power ofAttomey or to 1ny certificate relating thereto by
facsimile. and any such Power of AttomeyorcediBnte bearing such racsimile signaturesor facsimile seal shall be valid and binding upon the Company when so affixed and in the future
with respect to any bond, undertaking or cornet of suretyship to which it is attached--
in Witness Whereof, THE CONTINENTAL INSURANCE COMPANY has caused its official seal to be hereunto affixed, and these
presents to be signed by one of its Vice Presidents and attested by one of its Assistant Vice Presidents this 1st day of May, 1985,
THE CONTINENTAL INSURANCE COMPANY
Attest:
Robert W. Adler, Sr- Assistant Vnce President
STATE OF NEW YORK i
OLZ
COUNTY OF NEW YORK 1}
By --
Z,-,:,
W• ' Miduel I. Beenuert, Vice President
On this 1st day of May, 1985, before me personally came Michael J. Beemaert, to me known, who being by me duly sworn, did depose
and say that he is a Vtce President of THE CONTINENTAL INSURANCE COMPANY, the corporation described in and which executed the
above instrument; that he knows the seal of the said corporation; that the seal affixed to the said instrument is such corporate seal; that it was
so affixed by order of the Board of Directors of said corporation and that he signed his name thereto by like order.
i .':•uss�:�' ETHEL TARANTO
•+.,,,, �,,,, NOTARY PUBLIC, Slate Ki New County
No. 24.46631171juaL et Kings Coumy
CERTIFICATE Commission Expires March 30, 1986
I, the undersigned, an Assistant Vice President of THE CONTINENTAL INSURANCE COMPANY, a New Hampshire corporation, DO
fiERE8YCERT1FY that the foregoing and attached Power of Attorney remains in full force and has not been revoked; and furthermore that the
Resolution of the Board.of Directors, set forth in the said Power of Attorney, is now in force.
Signed and seal& at the City of New York, in the State of New York. Dated the 9th day of Jul ,19 91
lames M. Keane, Assistant Vice President
11 :43151 ,_`� .. Printed in U.S.A.
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NON- COLLUSION AFFIDAVIT
State -of "California ).
-ss.
County ,of Jl" `.vt_ )' ..
Loirr\f being first duly sw rn, deposes and
says t at he or she is cn� y of /� �... ,
the party making the foregoing bid; that the "b d is "not made n 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 iny',manner, directly•or indirectly,-south by
agreement, communication, or conference with anyone to fix the bid
price of the bidder or any other bidder, or to fix any overhead,
profit, or cost element of the bid price, or of that of any other
bidder, or to secure any advantage against the public body awarding
the contract of anyone interested in the proposed contract; that
all statements contained in the bid are true; and, further, that
the bidder has not, directly or indirectly, submitted his or her
bid price or any breakdown thereof, or the contents thereof, or
divulged information or data relative thereto, or paid, and will
not pay, any fee to any corporation, partnership, company
association, organization, bid depository, or to any member or
agent thereof to effectuate a collusive or sham bid.
I declare under penalty of perjury that the foregoing is true
a d correct.
o�ae_sJ
Bidder Autho zed Sz natu a /Tit
Subscribed and sworn to before me this
1941 .
Notary Public
My Commission Expires:
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day of v` ,
[SEAL)
OFFICIAL SEAL
DAVID E. Muf
m MOTA"P M-CALIFORM
ORANM sawn
MyaK.�. Em+esM.y it, 1993
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' ;CHNICAL ABILITY AND MXPERIENCE REFERENCES
The undersigned submits herewith'a . statement of the work of
similar character -to that. -proposed herein, .wh ch:.ha.has performed
and succesafullY - completed..
Year For Whom Person Telephone.
Completed Performed (Detail). To Contact Number
See Attached List
Nobe5t Incorporated
Bidder
5/91
I10BEST INCORPORATED
LICENSE 8359622
' P.O. BOX 874
WESTMINSTER, CA 92684
PH- 714-892-5583
REFERENCE LIST
1. City of Glendal
Contact: Don Campbell /City Engineer
(818) 956 -3945
PROJECT: ALLEY RECONSTRUCTION
2. City of Orange
Contact: Ashok Basargekar
(714) 532 -0457
PROJECT: HCD ALLEY IMPROVMENTS
3. City of Anaheim
Contact: Dave Nelson /Field Engineer
(714) 999 - 5126•
PROJECT: LINCOLN AVE. MEDIAN ISLANDS
4. City of Long Beach
CONTACT: Ken Walker /Contract Compliance
(213) 590 -6255
PROJECT: CITY WIDE SIDEWALK
5. City of Tustin
CONTACT: Jeff Chin
(714) 544 -8890
PROJECT: EMBOSSED CONCRETE MEDIAN PAVING
IMPROVEMENTS - VARIOUS LOCATIONS
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�. NOTICE TO SUCCESSFUL BIDDER
The. following contract documents shall be executed and
delivered to the Engineer within._teh (iQ) days (not. including. ;.
.. Saturday-, Sunday ° and - Fede ral 2holidays) ; after the'- date ; of . mailing
:'Notice of Award to the successful•bidder .
PAYMENT BOND-(Page 8)
FAITHFUL PERFORMANCE BOND (Page.9)
CERTIFICATE OF INSURANCE (Page 10)
GENERAL LIABILITY INSURANCE ENDORSEKENT. (Page-11)
AUTOMOBILE LIABILITYINSUMCE:XND0R6 MENT (Page:12).
'WORKERS' COMPENSATION INSURANCE CERTIFICATION (Page 13)
CONTRACT (Page 14)
The City of Newport Beach will not permit a substitute format
for these contract documents.. Bidders are advised.to review their
content with bonding, insuring and legal agents prior to submission
of. bid.
Payment and faithful performance bonds shall be issued by an
insurance organization or surety (1)Vcurrently authorized by the
Insurance Commissioner to transact business of insurance in the
State of California, and (2)✓listed as an acceptable surety in the
latest revision of the Federal Register Circular 570.
insurance companies affording coverage shall be (1) /currently
authorized by the Insurance Commissioner to transact business of
insurance in the State of California, and (2) ✓ assigned
Policyholders' Rating A (or higher) and Financial Size Category
Class VIII (or larger) in accordance with the latest edition of
Best's Hey Rating Guide: Propm=y- Casualty. Coverages shall be
provided as specified in the Standard Specifications for Public
Works Construction, except as modified by the Special Provisions.
The Workers' Compensation Insurance certification shall be
executed and delivered to the Engineer along with a Certificate Of
Insurance for workers' compensation prior to City's execution of
the Contract.
SM
E
L
' ND No. 1331721
s IUM $660.00-
Page 9
Executed in Four (4)
FAITHFUL PERFORMANCE BOND Counterparts.
KNOW ALL MEN BY THESE PRESENTS, That
WHEREAS, the City Council of the City of Newport Beach, State
of California, by motion adopted August 12, 1991 has awarded
to hereinafter designated as the "Principal ", a contract for
Newport Shores Park in the City of
Newport Beach, in strict conformity with the Contract, Drawings and
Specifications and other contract documents in the office of the
City Clerk of the City of Newport Beach, all of which are
incorporated herein by this reference;
WHEREAS, Principal has executed or is about to execute
Contract No. C -2791 and the terms ,thereof require the
furnishing of a bond for the faithful performance of the Contract;
NOW, THEREFORE, we, NOBEST INCORPORATED
as Principal, and THE CONTINENTAL INSURANCE COMPANY
as Surety, are held firmly bound unto the City of Newport Beach, in
the sum of forty Three Thousand Nine Hundred Eighty Seven and Ten /100
Dollars ($ ) , said sum being equal to 1008 of the
estimated amount of the contract, to be paid to the City or its
certain attorney, its successors, and assigns; for which payment
well and truly made, we bind ourselves, our heirs, executors and
administrators, successors, or assigns, jointly and severally,
firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above
bounden Principal, its heirs, executors, administrators,
successors, or assigns, shall in all things stand to and abide by,
and well keep truly and perform the covenants, conditions, and
agreements in the Contract and any alteration thereof made as
therein provided on its part, to be kept and performed at the time
and in the manner therein specified, and in all respects according
to its true intent and meaning, and shall indemnify and save
harmless the City of Newport Beach, its officers, employees and
agents, as therein stipulated, then this obligation shall become
null and void; otherwise it shall remain in full force and effect.
As a part of the obligation secured hereby, and in addition to
the fact amount specified in this Performance Bond, there shall be
included costs and reasonable expenses and fees, including
reasonable attorneys fees, incurred by the City, in the event it is
required by bringing any action in law or equity to enforce the
obligations of this Bond.
Surety, for value received, stipulates and agrees that no
change, extension of time, alterations or additions to the terms of
the contract or to the work to be performed thereunder or to the
specifications accompanying the same shall in any wise affect its
5/91
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Page 9A
obligations on this bond, and it does hereby -Valve notice of any
such change, extension of time, alterations or additions of the
contract or to the work or to the specifications..
This 'Faithful. Performance "Bond: shall be extended and
maintained by the.Principal in full force and effect..for six:(6).
months following the date of formal-acceptance of the Project by
the City.
in the .event that the principal executed this'. bond as an
individual, it is agreed that tYte death .of any .such principal shall.
not exonerate the Surety fro�a. its. obligations under• this: bond.
IN WITNESS WHEREOF,.this instrument has been duly executed by
the Principal and ' "Surety above .named, on the 21st day of
August , 1991 .
6s
Name of Contractor (Pr nc pal)
THE CONTINENTAL INSURANCE COMPANY
Name of Surety
500 S. Kraemer Blvd., Suite 305 Linda D. Coats, Attorn -y7in =Fact
Brea, CA 92621 (714) 572 -3051
Address of Surety Telephone
NOTARY ACXWMLXDGKMTS OF CONTRACTOR AND SURETY MOST ON ATTACKED
5/91
��
,,
R
STATE OF CALIFORNIA 1(
COUNTY OF d iQ r4 10 47 6 ss J
On this C2:2 day of 14U6 u ST- , in the year 19_.3_x,
before me, the undersigned, a Notary Public in and for said State, personally appeared
L�ikR 4V !lj I Z) 2, vD personally known to me
am EAL for proved to me on the basis of satisfactory evidence) to be the person who executed the
LE �rplryp within instrument on behall of the Corporation therein named, antl acknowledged to me that
''n the Cor oration executed it.
y 1/,1993 p
WITNESS my hand and officla seal.
Form 222CA -z— Rev. Notary Public In and for said State. JI
4fyNOwLEOCNFNT— Gerpoplien— WV4otls &92
=' 1992 KMC01 r9. INC.
State of California,
SS.
County of Los Angeles
On this 21st day of August in the year 1991 , before me a Notary of Pudic
personally appeared Linda n_ rnarg , personally known to me (or proved to me
on the basis of satisfactory evidence) to be the person whose name is subscribed tD this instrument as the Attomey of The
Continental Insurance Company and, acknowledged to me that The Continental Insurance Company executed the
instrument
OFF OA A NOTARY SEAL
,Etq SU INER
y My Noary�k— OWWWia
If Casino JUL 221904
ublic in and for said County
The`pntinental Insurance Caepany
180 n alden Lane, New York, New York 10038
GENERAL POWER OF ATTORNEY
Know all men by these Presents, That THE CONTINENTAL INSURANCE COMPANY has made, constituted
and appointed, and by these presents does make, constitute and appoint
Linda D. Coats of Pasadena, California
its true and lawful attorney, (or it and in its name, place, and stead to execute on behalf of the said Company, as surety, bonds, undertakings
and contracts of suretyship to be given to
All Obligees
provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed in amount the sum of
Ten Million ($10,000,000) Dollars
This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted by
the Board of Directors of the Company on the 1st day of November, 1977:
'RESOLVED• dw the Ouinun dthe lord. "Vic C ainmand dw lord• the Preidess. an Eeecuae Vice Resident a a Senor Vioe Resident a a Vice Preuday of dw
Co mpww .be,anddareachaartydthemi,audn edbeaecrde Power olAnonsey Quaklyn{theanornernamed in the pen Power dMomeybea &tiembehaBdthe
Company, bonds. welenakings and all conwaasdweroW and that an Assmard vne President, a Secretary or an Assemee Se'aetary be, and dw each or any of them hereby us.
awlsoniaad b anew Ilse eaecrdiond xry wch PawedAtWnrrp, and b clads Rneselo dre seal d the CmnPannl'.
FURTHER RESOLVED. dot" siputwes dwelt ofiioes and the war of the Canpanr may he atrrad to any sods Pos.erdAno"wywloartyoeMirate eUi gthretoby
with nesped b any bed, u de eking or cawacr or sun:tydnip b whKh d a anadad.'
In Witness Whereof, THE CONTINENTAL INSURANCE COMPANY has caused its official seal to be hereunto affixed, and these
presents to be signed by one of its Vice Presidents and attested by one of its Assistant Vice Presidents this 1st day of May, /985.
THE CONTINENTAL INSURANCE COMPANY
Attest
Robert W. Adler, Sr- Asstua t Vice Resided
STATE OF NEW YORK )
COUNTY I NEW YORK I
By
z a 7 0! 4ez�
.
•�� Michael L leenarn, Vice Presided
On this 1st day of May, 1985, before me personally came Michael I. Beemaert, to me known, who being by the duly sworn, did depose
and say that he is a Vice President of THE CONTINENTAL INSURANCE COMPANY, the corporation described in and which executed the
above instrument; that he knows the seal of the said corporation; that the seal affixed to the said instrument is such corporate seal; that it was
so affixed by order of the Board of Directors of said corporation and that he signed his name thereto by like order.
�r'a01a1it•
�F,y11K 3�tt
CEPTI I'll IGTIE
4 "nox
NOTARY "UC- Sue, or New York
Nix 244467117 Q"L in Kings Candy
Caroni lion LWM Mrdn 70.1906
1, the undersigned, an Assistant Vice President of THE CONTINENTAL INSURANCE COMPANY, a New Hampshire corporation, DO
HEREBY CERTIFY that the foregoingand attached Powerof Attorney remains in full force and has not been revoked; and furthermore that the
Resolution of the Board of Directors, set forth in the said Power of Attorney, is now in force.
Signed and sealed at the City of New York, in the State of New York Dated the 21st day of August X19 91
i IrnesK KI ANWMIl ViRli95MId
_ 11 BOND OISL
M'3s���1�11Y47:Ti] 17
KNOW ALL MEN BY THESE PRESENTS, that
BOND No. 1331721
PREMIUM INCLUDED
Page 8
Executed in Four (4)
Counterparts.
WHEREAS, the City Council of the City of Newport Beach, State
of California, by motion adopted August 12, 1991 has
awarded to Nobest Incorporated hereinafter
designated as the "Principal ", a contract for
Newport Shores Park (Contract No. c- ?) in
the City of Newport Beach, in strict conformity with the Drawings
and Specifications and other contract documents in the office of
the City Clerk of the City of Newport Beach, and all of which are
incorporated herein by this reference;
WHEREAS, said Principal has executed or is about to execute
Contract No. C -2791 and the terms thereof require the furnishing
of a bond, providing that if Principal or any of Principal's
subcontractors, shall fail to pay for any materials, provisions, or
other supplies used in, upon, for, or about the performance of the
work agreed to be done, or for any work or labor done thereon of
any kind, the Surety on.this bond will pay the same to the extent
hereinafter set forth:
NOW, THEREFORE, We, gRgF,ST INCORPORATED
as Principal, and THE CONTINENTAL INSURANCE COMPANY
as Surety, are held firmly bound unto the City of Newport Beach, In
the sum of Forty Three HU
Dollars {$ 83.987.10 ), said sum being equal tad o 100 of the
estimated amount payable by the City of Newport Beach under the
terms of the contract; for which payment well and truly made, we
bind ourselves, our heirs, executors and administrators,
successors, or assigns, jointly and severally, firmly by these
presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above
bounden Principal or his /her subcontractors, fail to pay for any
materials, provisions, or other supplies, used in, upon, for, or
about the performance of the work contracted to be done, or for any
other work or labor thereon of any kind or for amounts due under
the Unemployment Insurance Code with respect to such work or labor,
or for any amounts required to be deducted, withheld and paid over
to the Employment Development Department from the wages of
employees of the Principal and subcontractors pursuant to Section
13020 of the Unemployment Insurance Code with respect to such work
and labor, that the Surety or Sureties will pay for the same, in an
amount not exceeding the sum specified in the bond, and also, in
case suit is brought upon the bond, a reasonable attorney's fee, to
be fixed by the Court as required by the provisions of Section 3250
of the Civil Code of the State of California.
5/91
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I .I , . .,
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Page SA
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 aright to them or.
�their•assigns -in. -.any suit brought upon thia` blind' -as required. by
and in-'accordance with the .provisions' of ;Sect ions 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 v af fact - its .obl.igations.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 :or- to the.
specifications.
In the event that any principal above named executed this bond
Aw 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 21st day of
August , 19 9j
Nobest Inc.
Name of Contractor (Pr ncipal)
i,;THE CONTINENTAL INSURANCE COMPANY
Name of Surety
500 S. Kraemer Blvd., Suite 305 Linda D. Coats, Attorney -in -Fact
J Brea, CA 92621
(714) 572 -3051
Address of Surety Telephone
NOTARY ACKNOWLEDMMNTS OF CONTRACTOR AND SURETY KUST 8�._ ?►TT71C886.
5/91
I
STATE OF CALIFORP41A
ss.
COUNTY OF 0A6YU (0 AO
On this c�-7 day of 144e 6 l57— , in the year 19_Ql
before me, the undersigned, a Notary Public In and for said State, personally appeared
L R y IV6 D G sR/db , personally known to me
(or proved to me on the basis of satisfactory evidence) to be the person who executed the
OFFICIAL SEAL within instrument on behalf of the Corporation therein named, and acknowledged to me that
DAVID E. POOLE the Corporation executed ft.
ma NOTARY PUBLIC CALIFORNIA
! ORANGE COUNTY
' My comm. EsokesmAy14.1993 WITNESS my hand and Of I seal.
\ C�
ACSIMWLCerMCNT -Cm, m,ann- WolcnRs rwm 2ncaA -Rev s az Notary Public in and for said State.
1 �1982 WOLCOITS, INC
State of California,
SS.
County of Los Angeles
On this 21st day of August in the year 1991 , before me a Notary of Public
personally appeared T.tnda n- cf,At. , personally known to me (or proved to me
on the basis of satisfactory evidence) to be the person whose name is subscribed to this instrument as the Attorney of The
Continental Insurance Company and, acknowledged to me that The Continental insurance Company executed the
instrument
OFFICIAL NOTARY SEAL
JERI SUMMER
Notary Public — Ca%lomla
LAS ANGELES COUNTY
My Comm. Expires JUL 22,11900
Public in and for said Co
-� The "Oniinental Insurance CdOpany
180 liden Lane, New York, New York 10038
GENERAL POWER OF ATTORNEY
Know all men by these Presents, That THE CONTINENTAL INSURANCE COMPANY has made, constituted
and appointed, and by these presents does make, constitute and appoint
Linda D. Coats of Pasadena, California
its true and lawful attorney, for it and in its name, place, and stead to execute on behalf of the said Company, as surety, bonds, undertakings
and contracts of suretyship to be given to
All Obligees
provided that no bond or undertaking or contract of suretyship executed under this authority shall exceed in amount the sum of
Ten Million ($10,000,000) Dollars
This Power of Attorney is granted and is signed and sealed by facsimile underand by the authority of the following Resolution adopted by
the Board of Directors of the Company on the ist day of November, 1977:
-RESOLVED." ere Ouaerun of" Board, the Vice OuirRUn of the Bond the h"Wenrl an Executive Vice h"Went or a Senior Vice hetielent as Vice President of the
Company, be, nd dui each or any or them 6. aulraited to execute Po. d Mazy puhfy" the &Roney wrrtd in the pnon Po d Attorney to execue an beha8d the
Cmnpany, toed; urefertakkW and A contncu of uretydip: arid that an Aoetanl Vice President. a Seeeury or an Aseiwa Secretary be and OW eKh or any or them hereby a
uuthorued to aunt"exeMlon d any "Kh Po or or Anomey, nd to attach it* a o the real d ere Ceenparry.
PJKTHER RESOLVED, that the tputraesofuxt+ otfr m and the teal of ere CorntaM may be
brstmitganlanyrich PoaetdAROneyorcertdc ebearftuwh fanimik+iBnatuesor fanimiktea
V41% respect to any bad, uresenak" or mnuad at ueety.hipto which it's attachee
eM cate tetaing ihnNO by
M WdAess whereof, THE CONTINENTAL INSURANCE COMPANY has eatned its official seat to be hereunto affixed, and these ,
presents to be signed by one of its Vice Presidents and attested by one of its Assistant Vice Presidents this 1st day of May, 1985.
Attest:
Robert W. Adler. Sr. Auhtaa Vice Pre idem +�•
STATE OF NEW YORK
iI
COUNTY OF NEW YORK
THE CONTINENTAL INSURANCE COMPANY
By
htrdaad 4 Beettual Vice heaident
On this 1st day of May, 1985, before me personally came Michael 1. Beemaen, to me known, who being by the duly sworn, did depose
and say that he is a Vice President of THE CONTINENTAL INSURANCE COMPANY, the corporation described in and which executed the
above instrument; that he knows the seal of the said corporation; that the seal affixed to the said instrument is such corporate seal; that it was
so affixed by order of the Board of Directors of said corporation and that he signed his name thereto by like order,
t °:!water
�'""• NOTARY N UC�dOW.r Yak
No. 244663117 Ch W. in Kings County
COT IFlGTE Coinon on Egnes""'ehto.1986
1, the undersigned, an Assistant Vice President of THE CONTINENTAL INSURANCE COMPANY, a New Hampshire corporation, DO
HEREBY CERTIFY that the foregoing and attached Powerof Attomey remains in full force and has not been revoked; and furthermore that the
Resolution of the Board of Directors, set forth in the said Power of Attorney, is now in force.
Signed and sealed at the City of New York, in the State of New York. Dated the 21st da of August 19 91
- �% Iraeaa At Kane. Alaitadlifloe President
11 BOND 471St
-D
\
is �►�•�� :�� 0RTtF1ATF
i� ISSUE DAM(MM /DD /YY)
1h1RANC 3 -SEP -1991
"VpdtiUeEN 26686
Corroon & Black Insurance Services
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND
CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE
70 South Lake Avenue
DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE
Pasadena CA 91101
POLICIES BELOW.
(818) 796 -3888
COMPANIES AFFORDING COVERAGE
IC�OMPANY A The AETNA Casualty & Surety Company
TTER
Contact : D. Kent Burns
COMPANY
LETTER B
RieuRED
NOBEST, Inc.
Post Office Box 874
COMPANY
LETTER C
COMPANY
LETTER D
Westminster CA 92684
COMPANY
LETTER E
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
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.
co
L TYPE OF INSURANCE POLICY NUMBER
POLICY EFFECTIVE POLICY EXPIRATION LIMITS
DATE(MM /DD /YY) DATE(MA /DD /YY)
GENERALLIABLITY
GENERAL AGGREGATE
t 1,000,000
X
PRODUCTS - COMP /OP AGG.
$ 1,000,000
_COMMERCIAL GENERAL LIABILITY
_CLAIMS MADE 1X] OCCUR.
PERSONAL & ADV. INJURY
q_1,000�000
EACH OCCURRENCE
A
X
OWNER'S & CONTRACTOR'S PROT.
083CO021425687CCA
03- AUG- 199103
-AUG -1992
S 1,000,000
_
FIRE DAMAGE (Any one fire)
q_ 100,000
MED. EXPENSE (Any one person
$ 5,000
AUTOMOBILE
_
_X
LIABILITY
ANY AUTO
COMBINED SINGLE
LIMIT
1 1,000,000
BODILY INJURY
(Per person)
$
ALL OWNED AUTOS
SCHEDULED AUTOS
X
BODILY INJURY
q
A
HIRED AUTOS
083FJ02110056OCCA
03- AUG - 1991
03 -AUG -1992
X.
NON -OWNED AUTOS
(Per accident)
PROPERTY DAMAGE
$
GARAGE LIABILITY
EXCESS LIABILITY
EACH OCCURRENCE
q
AGGREGATE
q
_ UMBRELLA FORM
�mm
OTHER THAN UMBRELLA FORM
WORKER'S COMPENSATION
STATUTORY LIMITS
EACH ACCIDENT
S
AND
DISEASE - POLICY LIMIT_
DISEASE -EACH EMPLOYEE
t
EMPLOYERS'LIABLITY
OTHER
DESCRIPTION OF OPERATIONSLOCATIONSIVEHICLESISPECIAL ITEMS
Project - Newport Shores Park C -2791
See Attached Endorsements
It 4 0 CATS HRiiLO>rti .. ..
C/kNCELLATION .. _ .
'i<
".SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE
'!< EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL AR906fgM0WXNk
:33 MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE
Fennell &Associates
LEFT, gD( H7EXKYIAHXOOCXMLY< XBl1$ NX90lWBH) BtNILYMNOtIDEHNtf7UO6L 'CYq(SI ®pXAH
City of Newport Beach
zX) ABpX1CR1WFXgpNAtOppX1P .CXi1cRBIBLR>APa&(piXMpBNp16CXH
Post Office BOX 1766
3300 Newport Boulevard
Newport Beach CA 92659-1768
AUTHORI2ED REPRESENTATIVE
t y�
lial 90
§ > :f: ltf117HI 199G. t
Page li.
It •i"s, agreed 'that: .'..
i. With respect to such insurance as in afforded by the'policy
for'General Liability, the City Of Newport Beach; Fennell and
Associates, and their officers and employees are additional
insured¢, but only with respect to liability arising out of
operations performed by or on behalf of the.mamed insureds In
connection with the contract .designated below or acts and
omissions of the additional ,insureds in connection with its
general supervision of such. operations. The 'insurance .
afforded•said •additional insured(s) shall apply as primary
insurance. -and no other insurance maintained by the City Of
Newport Peach or Fennell and Associates shall be called upon
to contribute with insurance provided by this policy.
2: The policy - includes the.following provision:
"The insurance afforded by the policy applies
separately to each insured against whom claim
is made or suit is brought, except with
respect to the limits of liability of the
company affording coverage.
3. The insurance afforded by the policy for Contractual Liability
Insurance (subject to the terms, conditions and exclusions
applicable to such insurance) includes liability assumed by
the named insured under the indemnification or hold harmless
provision contained in the written contract designated below,
between the named insured and the Fennell and Associates or
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.
S. The limits of liability under this endorsement for the
additional insured(s) named in Paragraph 1 of this endorsement
shall be the limits indicated below written on an "Occurrence"
basis:
(x4 Commercial ( ) Comprehensive
General Liability $ 1,000,000 each occurrence
$ 1,000,000 aggregate
W"
'.The applicable limit 'of Contractual Liability for -the company '
affording coverage. shall be reduced by any amount. paid as
damages'under this- endorsement iii behalf of the additional
The limits of liability as stated in this endorsement shall
not increase the total liability of the company affording
coverage for all damages as the result of any one occurrence
in excess of.tha.listits of liability stated in the.policy as
applicable.to'Gaiieral Liability•Insurance.
6. Should the policy be non- renewed,'canceled or coverage' reduced,
before the expiration date thereof, the Issuing Company shall
provide 30 days' advance notice to the City of Newport Hatch .
by registered mail, Attention: Public'Works Department.
7. Designated Contract: 'Newport Shores Park C -2791
This endorsement is effective
and forms a part of Policy No.of
(Company Affording Coverage).
6/27/91
at 12:01 a.m.
1ty & Surety Com
Insured: Nobest, Inc. Endorsement No.: TsD
ISSUING COMPANY Aetna Casualty & Surety Company
Hy:, L . (f� cam,
Author zed Representative
sm
Page 12
It. is agieed-.that: .
1. With respect *to such insurance as is-afforded-by the. policy
for Automobile Liability,.the City of Newport Beach, Pennell,
and Associates, and its officers and employees are additional
insureds, but only vith 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 to connection with the contract designated below. The
insurance extended by .this endorsement to' said additional
insured does not -apply to bodily injury or property damage
arising 'out of automobiles (1) owned by or registered in the
name of an additional insured, or (2) leased or rented'by an
additional insured, or (3) operated by an additional insured.
The insurance afforded said additional insureds) shall apply
as primary insurance and no other insurance maintained by the
City of Newport Beach or. Pennell and Associates shall be
called upon to contribute with insurance provided by this
policy.
2. The policy includes the following provision:
"The insurance afforded by the policy applies
separately to each insured who is seeking
coverage or against whom a claim is made or
suit is brought, except with respect to the
limits of liability of the company affording
coverage."
3. The limits of liability under this endorsement for the
additional insureds named in Paragraph 1. of this endorsement
shall be the limits indicated below for either Multiple Limits
or Single Limit:
( )
LSu7
V"
Multiple limits
Bodily Injury Liability
Bodily Injury Liability
S per person
S per accident
Property Damage Liability $
Combined Single Limit
Bodily Injury Liability i
Property Damage Liability $ i,000,000
The limits of liability as stated. in this endorsement shall
not in'crease.the total liability of the company affording
covaraga: for sill .damages -as the rsgult of •4ny one accident ar .
• :cccurienOe in excess of the lisite"�of�liability:stated in'the ,
.••policy "as applicable to AutosoDile iiability Insurance:
4. Should the policy be non - renewed, canceled or coverage reduced
before the expiration date thereof, the Issuing Company shall
provide 30 days' advance'Abtice to the City of Newport Beach
by registered mail, Attention: .Pubiic.ttorks..Departmant..
S. Designat"Contracts Ne rt Shores Park C- 2791..
Pro act Title Contract No.
This endorsement - is effective 8/27/91 at 12:01 a.m.
and forms a part of Policy No. 083FJ021100560of., Aetna Casualty & Surety Company
(Company Affording Coverage). CCA" .
Insured: Nobest, Inc. ffiidarssment No.: TsD
ISSUING COMPANY Aetna Casualty & Surety Company
By: C D
Author zed Representat ve
SM
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lit'
Pu5!''' 5 1g9� �
SEP �
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NEVJr. CP��F
Page 13
31 . COMPENSATION INSURANCE CERTIFICATION
"I 'am aware of the provisions of Section 3700 of the Labor Code
which require every employer to be insured against *liability for
workers' compensation or to undertake self- insurance in accordance
with the provisions of that code, and I will comply with such
provisions before commencing the performance of the work of this
contract."
Date
C -2791
Contract Number
situ
Nobest Incorporated
Name of Contractor (Pr nclpal)
Newport Shores Park
C -2
urer
• 0
Page 14
CONTRACT
THIS AGREEMENT,. entered into this '12 - da311611 .August ,
.19 q1, by and between the CITY OF NEWPORT BEACH, hereinafter, "City,"
and Nobest Incorporated , hereinafter
"Contractor;." is made with referenge-to the following.facts:...
A. City has heretofore advertised'for bids for the following.
described public work:
Newport Shores Park C -2791
Title of Project Contract No..
•B: Contractor has determined by. City to be the lowest
responsible bidder on said public work, and Contractor's
bid, and the compensation set forth in this contract, is
based upon a careful examination of all plans and
specifications by Contractor,
NOW, THEREFORE,.the parties hereto agree as follows:
1. Contractor shall furnish all materials and perform all of
the work for the construction of the following described
public work:
Newport Shores Park C -2791
Title of Project Contract No.
which project is more fully described in the contract documents.
Contractor shall perform and complete this work in a good and
workmanlike manner, and in accordance with all of the contract
documents.
2. As full compensation for the performance and completion
of this work as prescribed above, City shall pay to
Contractor the sum of Forty Three Thousand Nine Hundred Eiaht '
Dollars ($ 43,987.10 ). This compensation
includes:
(a) Any loss or damage arising from the nature of the
work,
(b) Any loss or damage arising from any unforeseen
difficulties or obstructions in the performance of
the work,
(c) Any expense incurred as a result of any suspension
or discontinuance of the work,
but excludes any loss resulting from earthquakes of a
magnitude in excess of 3.5 on the Richter Scale and tidal
waves, and which loss or expense occurs prior to
acceptance of the work by City.
sro1
& 10 /100
0
• q
Page 14A
3. All of the respective rights and obligations of City and
Contractor are set forth in the contract documents. The
contract documents are incorporated herein by reference
as though set out in full and include the following:
(a)
Notice Inviting Bids
(b)
Instructions to Bidders and
documents referenced
therein
(c)
Payment Bond
(d)
Faithful Performance Bond
(e)
Certificate of Insurance and
Endorsement(s)
(f)
Plans and Special Provisions
for
Newport Shores Park
C -2791
Title of Project
Contract No.
(g)
This Contract
(h)
Standard Specifications
of Public Works
Construction (current Edition) and all supplements
4. Contractor shall assume the defense of, pay all expenses
of defense and hold harmless, City and its officers,
employees and representatives from all claims, loss or
damage, injury and liability of every kind, nature and
description by reason of or arising out of the negligent
or willful conduct of the Contractor, his /her employees,
agents and subcontractors in the performance of the
Project, except such loss or damage caused solely by the
active 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 written above.
sis1
CITY OF NEWPORT BEACH
A Municipal Corporation
By: ` Qn..o.u� -� --
yor
AS TO FORM: "
Nobest Incorporated
Name of Contractor
r�
,;l
STATE OF CALIFORNIA
COUNTY OF _
bR,g,+�� Iss.
On this _ -a? day of A4 & u 5 % , in the year 19_91.
before me, the undersigned, a Notary Public in and for said State, personally appeared
�rrrC!nL SEAL ! ��R DyGl��� personally known to me
; t 1,4111 E. PGOLF (or proved to me on the basis of satisfactory evidence) to be the person who executed the
o +>URLIC CAIIFORNU within instrument on behalf of the Corporation therein named, and acknowledged to me that
R +ANGE COUNTY
P 9
m; E,vnMay14,1993 the Corporation executed it.
WITNESS my hand and oflici seal.
Notary Public in and for said State.
f' Af,'192 WECC6fFNi- Cmpnralion— We1tolls Farm 222CA % —Rev. &B2
" '?R2 WOLCOIiS. INC.
• CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
SPECIAL PROVISIONS
INDEX
Section
Paae
1
Specifications
SP
1
2
Drawings
SP
1
3
Location and Scope of Work
SP
2
4
Definition of Terms
SP
2
5
Award of Contract, Time of Completion and
Time of Commencement of Work
SP
2
6
Progress Schedule
SP
2
7
Order of Work
SP
2
8
Payment
SP
3
9
Construction Water Development
SP
3
10
Guarding Underground Construction
SP
3
11
Guarantee
SP
3
12
Construction Survey Staking
SP
3
13
Traffic Control & Signing
SP
4
14
Access
SP
4
15
Job Safety
SP
4
16
Working Hours
SP
4
17
Erosion Control
SP
4
18
Project Site Maintenance
SP
5
19
Construction Details
SP
5
1911 Earthwork
SP
5
19.2 Portland Cement Concrete
SP
5
19.3 Concrete Paving and Bands
SP
5
19.4 Landscape Irrigation System
SP
6
19.5 Landscape Planting
SP
15
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
F,
Special Provisions W
NEWPORT SHORES PARK
CONTRACT NO. C -2791
1. SPECIFICATIONS
LPN
All work shall be completed in accordance with these Special
Provisions, the City's Standard Special Provisions, and the City's Standard
Drawings and Specifications. The City's Standard Specifications are the Stand -
dard Specifications for Public Works Construction, 1988 edition. Copies may
be purchased from Building News, Inc., 3055 Overland Avenue, Los Angeles, CA
90034 (213) 870 -9871.
2. DRAWINGS
The complete set of drawings for bidding and construction shall
consist of the following:
A. Park improvement plans for Newport Shores Park, City of Newport
Beach Drawing No. P- 5139 -5, Sheets 1 -9 inclusive.
B. The City of Newport Beach Standard Drawings, 1988 edition.
3. LOCATION AND SCOPE OF WORK
The work to be accomplished under this contract consists of the
construction of park improvements for Newport Shores Park, at the corner of 61st
and Coast Boulevard, Newport Beach, California.
The work shall consist of furnishing all labor, materials, vehi-
cles, tools, machines, equipment and incidentals to accomplish the clearing and
grubbing of the site, finish grading, concrete improvements including sidewalks
and concrete bands, placement of beach sand and filter fabric, landscape irriga-
tion and planting and miscellaneous appurtenant work as shown on the plans;
provide qualified supervision and all other items necessary to provide complete
improvements to the satisfaction of the City of Newport Beach.
All work hereunder shall conform to the Standard Specifications, of
the City of Newport Beach, and these Special Provisions.
In the event of any discrepancy between these Special Provisions
and the Standard Specifications, including the plans, the plans and Special
Provisions shall govern where they require a higher quality of workmanship
and /or materials.
401
4. DEFINITIOPOF TERMS •
Attention is directed to Section 1 -2 of the Standard Specifica-
tions.
A. Owner City of Newport Beach
Public Works Department
3300 Newport Boulevard
P.O. Box 1768
Newport Beach, CA 92658 -8915
B. Engineer Public Works Director
City of Newport Beach
3300 Newport Boulevard
Newport Beach, CA 92658 -8915
Contact Person: John Wolter
C. Consulting Engineer Fennell & Associates
3505 Cadillac Avenue, Suite P101
Costa Mesa, CA 92626
Contact Person: Rick Fennell
5. AWARD OF CONTRACT, TIME OF COMPLETION AND COMMENCEMENT OF WORK
The award, if made, will be within 60 days after the opening of
bids.
All items of work shown on the plans, described in these Special
Provisions and listed as items in the bid proposal shall be completed within 30
CONSECUTIVE CALENDAR DAYS after the City Council awards the contract.
The Contractor's schedule shall take into account and allow time
allowances for work to be accomplished by the various utilities providing ser-
vice. In submitting his bid, the Contractor shall consider traffic control
requirements, access and limitation on hours of construction.
6. PROGRESS SCHEDULE
After notification of award and prior to start of any work, submit
to the Engineer for approval a proposed construction schedule in accordance with
Subsection 6 -1 of the Standard Specifications.
7. ORDER OF WORK
The construction schedule shall reflect completion of all work
under the contract within the specified time and shall provide for construction
of all underground improvements prior to the construction of street improvements
or finish hardscape.
Full compensation for conforming to this article shall be consi-
dered as included in the various contract items of work involved, and no
additional compensation will be allowed therefor.
SP 2
8. PAYMENT • •
The unit or lump sum prices bid for the various items of work
shall be considered as full compensation for all labor, materials, tools, equip-
ment, and incidentals necessary to complete the work in place, and no additional
compensation will be made therefor. Compensation for work shown on the plans or
described in the specifications, but not separately provided for in the bid
proposal, shall be included in the prices bid for the various items of work
listed in the bid proposal and no additional compensation will be allowed there-
for.
9. CONSTRUCTION WATER DEVELOPMENT
A. Water Development: The Contractor shall furnish and install
all materials, meters, etc. necessary to develop a water supply for all water
required work and for furnishing and applying all water necessary to complete
the various items of work. If the Contractor desires to use available City
water, it shall be his responsibility to make arrangements by contacting the
City Utilities Department at (714) 644 -3011.
B. Payment: The cost of developing, furnishing, and applying all
water shall be considered as included in the various items of work, and no
additional compensation will be allowed therefor.
10. GUARDING UNDERGROUND CONSTRUCTION
Trench excavation and backfill shall conform to Section 306 -1 of
the Standard Specifications and these Special Provisions.
The walls and faces of all excavations over 5 feet in depth shall
be effectively guarded by a shoring system, sloping of the ground, or other
equivalent means. Trenches less than 5 feet in depth shall also be guarded when
examination indicates hazardous ground movement may be expected.
The Contractor shall obtain a permit to perform excavation or
trench work form the Division of Industrial Safety, State of California, prior
to any construction.
Compensation for guarding underground construction and complying
with all the provisions of this section including the cost of providing all
necessary information to obtain the permit and the cost of complying with the
provisions of the permit shall be included in the various items of work and no
additional compensation will be allowed therefor.
11. GUARANTEE
The Contractor shall guarantee for a period of one year, after
acceptance of the work by the City Council, all materials and workmanship
against any defects whatsoever. Any such defects shall be repaired at the
Contractor's expense within 15 days of notice to do so from the City.
12. CONSTRUCTION SURVEY STAKING
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 licensed surveyor or
civil engineer. Staking shall be performed on all items ordinarily requiring
grade and alignment at intervals normally accepted by the agencies and trades
involved. Payment for construction survey staking shall be considered as
included in the various items of work, and no additional allowance will be made
therefor.
SP 3
13. TRAFFIC CITROL AND SIGNING •
The Contractor shall provide sufficient signing and barricades to
protect the motorists, pedestrians, bicyclists and construction personnel. All
barricading and construction signing shall be in conformance with the Plans and
the Work Area Traffic Control Handbook as published by Building News, Inc., 3055
Overland Avenue, Los Angeles, CA 90034. Sole determination as to the adequacy
of construction signing and barricading shall be made by the City of Newport
Beach Traffic Engineer. Supplemental signing and barricading required in the
opinion of the City of Newport Beach to protect the public shall be immediately
erected by the Contractor. The Contractor shall notify City Fire and Police
Departments regarding the construction project and potential traffic congestion
road restrictions, closures or detours.
14. ACCESS
Vehicular and pedestrian access shall be maintained at all times
to residences adjacent to the project area; however, should conditions preclude
such access, closures shall be permitted for reasonable periods of time (as
determined by the Engineer), access shall be restored at the end of each work
day.
15. JOB SAFETY
Contractor confirms that he is aware of all terms and provisions
of CAL -OSHA Safety Orders which pertain to the work described herein. Contrac-
tor is required to comply with all of said Construction Safety Orders and to
take all necessary steps to insure that all representatives, employees, and
agents of the Contractor on the jobsite will be fully knowledgeable of said
Construction Safety Orders and that they are followed.
16. WORKING HOURS
City ordinance limits working hours (including equipment mainte-
nance) to Monday through Friday from 7 a.m. to 6:30 p.m. and Saturday from
8 a.m. to 6 p.m. Violators are subject to citation and fine. Permission is
required in advance by City for any Saturday work.
17. EROSION CONTROL
It is anticipated that surface and ground or other waters may be
encountered at various times and locations during the work herein contemplated.
The Contractor, by submitting a bid, acknowledges that he has investigated the
risks arising from water and has prepared his bid accordingly. The Contractor
shall conduct his operations in such a manner that storm or other waters may
proceed uninterrupted along their existing street and drainage courses. Diver-
sion of water for short reaches to protect construction in progress will be
permitted if public or private properties are not damaged or, in the opinion of
the Engineer, are not subject to the probability of damage.
Surface runoff water containing mud, silt, or other deleterious
material from the project area shall be treated by filtration or retention in a
settling basin or basins, sufficient to prevent such waters from entering storm
drains or tidal waters.
The Contractor shall submit his proposed methods of construction
and sedimentation controls to the City. Upon approval of the plan by the City
and the Board, the Contractor shall be responsible for the implementation and
maintenance of the control facilities.
SP 4
All costs involved in any dewatering or de• ting operations shall
be included in the price bid for the related construction items requiring de-
watering or desilting and no additional compensation will be allowed therefor.
18. PROJECT SITE MAINTENANCE
The Contractor shall provide project site maintenance in com-
pliance with Part 1, Subsection 7 -8, "Project Site Maintenance," of the Standard
Specifications.
The Contractor shall furnish and operate a self - loading motor
sweeper to keep paved haul areas and routes clear as directed by the Engineer.
19. CONSTRUCTION DETAILS
19.1 EARTHWORK
Earthwork shall conform to the provisions of Section 300,
"Earthwork," and Section 301, "Treated Soils, Subgrade Preparation and Placement
of Base Materials," of the Standard Specifications, and these Special
Provisions.
A. Imported Beach Sand: Plans call for the importation and
placement of an 18" layer of select beach sand. It is estimated that 110 c.y.
of beach sand will be required. No sand shall be delivered without prior
approval of engineer.
19.2 PORTLAND CEMENT CONCRETE
All Portland cement concrete shall be Class 520 -C -2500 unless
otherwise specified on the plans. Construction shall be performed according to
the requirements of the applicable sections of the Standard Specifications,
except as herein modified.
19.3 CONCRETE PAVING AND BANDS
A. General
The Contractor shall construct concrete paving and bands of the
form and dimensions shown on the plans in accordance with Subsections 201 -1,
302 -6 and 303 -5 of the Standard Specifications except as modified herein.
B. Materials
1. Forms: Steel, wood, or ther suitable material of size and
strength to resist movement during concrete placement and to retain horizontal
and vertical alignment until removal. Use straight forms, free of distortion
and defects.
a. Use flexible spring steel forms or laminated boards to
form radius bends as required.
b. Coat forms with a non - staining form release agent that
will not discolor or deface surface of concrete.
C. Execution
SP 5
1. General: Coordinate work with relate trades. Do not locate
related work in concrete except as detailed. Locate accurately and secure in
place all inserts, bolts, ties and dowels before pouring, clean and free from
any coating which would reduce their bond. Obtain Engineer's approval of layout
prior to any construction.
2. Formwork: Stake rigidly at 4 feet o.c. and secure against
deplacement. Install stretched wires or other devices to indicate displacement.
Do not deviate formwork more than 1/8" from required positions and levels. Do
not remove side forms for sidewalks, gutter depressions, island paving and
driveways, less than 12 hours after the finishing has been completed.
JOINTS
Locate as shown on plans and City of Newport Beach Standard
Drawing 180 -1.
19.4 LANDSCAPE IRRIGATION SYSTEM
General
Furnish all labor, materials, equipment, appliances and necessary
incidentals for the complete installation of the landscape irrigation system as
shown on the drawings and in accordance with the provisions of Subsections 212 -2
and 308 -5 of the Standard Specifications except as modified herein.
Explanation of drawings:
1) Due to the scale of drawings, it is not possible to indicate all
offsets, fittings, sleeves, etc. which may be required. Carefully investigate
the structural and finished conditions affecting all work and plan work accord-
ingly, furnishing such fittings, etc. as may be required to meet such condi-
tions. Drawings are generally diagrammatic and indicative of the work to be
installed. Install the work in such a manner as to avoid conflicts between
irrigation systems, planting, and architectural features.
2) Provide all work called for on the drawings by notes or details
whether or not specifically mentioned in the specifications.
Submittals
Material List:
1) Furnish the articles, equipment, materials, or processes specified
by name in the drawings and specifications. No substitution will be allowed
without prior written approval by the Engineer.
2) Submit a complete material list prior to performing any work.
Include in the material list the manufacturer, model number and description of
all materials and equipment to be used.
3) Equipment or materials installed or furnished without prior
approval of the Engineer may be rejected and the Contractor required to remove
such materials from the site at his own expense.
4) Approval of any item, alternate or substitute indicates only that
the product or products apparently meet the requirements of the drawings and
specifications on the basis of the information or samples submitted.
5) Manufacturer's warranties do not relieve the Contractor of his
liability under the guarantee. Such warranties only supplement the guarantee.
4
. a �
Record Drawings:
1) Provide and keep up to date a complete record drawings set of
blue line ozalid prints which shall be corrected daily and show every change
from the original drawings and specifications and the exact 'as- built' loca-
tions, sizes, and kinds of equipment. Prints for this purpose may be obtained
at Contractor's expense from the Architect with the City approval. Keep this set
of drawings on the site and use only as a record set.
2) Record drawings will be used as work progress sheets. Make neat
and legible annotations thereon daily as the work proceeds, showing the work as
actually installed. Make these drawings available at all times for inspection
and keep in a location designated by the Architect.
3) Before the date of the final inspection, transfer all informa-
tion from the record drawings to a sepia mylar, procured at the Contractor's
expense from the Architect with Owner's approval. Indicate work legibly in
ink and submit to the Engineer for approval prior to making controller charts.
4) Dimension from two (2) permanent points of reference, building
corners, sidewalk, or road intersections, etc., the location of the following
items:
(a) Connection to existing water lines.
(b) Connection to existing electrical power.
(c) Gate valves.
(d) Routing of sprinkler pressure lines (dimension max. 100 ft.
along routing.)
(e) Sprinkler control valves.
(f) Routing of control wiring.
(g) Quick coupling valves.
(h) Other related equipment as directed by the Architect or
Engineer.
5) On or before the date of the final inspection, deliver the
corrected and completed sepias to the Engineer. Delivery of the sepias will not
relieve the Contractor of the responsibility of furnishing required information
that may be omitted from the prints.
Controller Charts:
1) Obtain approval of the record drawings from the Architect and
Engineer before controller charts are prepared.
2) Provide one controller chart for each controller supplied.
3) Show areas controlled by the automatic controller on the chart.
4) The chart is to be a 50% reduced drawing of the actual as -built
system and shall be clearly legible.
5) Provide a chart that is a blackline or blueline ozalid print and
use a different color to indicate the area of coverage for each station.
6) When completed and approved, hermetically seal the chart between
two pieces of plastic, each piece being a minimum of 10 mils.
7) Prior to final inspection of the irrigation system complete
charts and obtain approval.
Operation and Maintenance Manuals: Prepare and deliver to the
Engineer within ten calendar days prior to completion of construction, two hard
cover binders with three rings containing the following information:
1) Index sheet stating Contractor's address and telephone number,
list of equipment with name and addresses of local manufacturer's representa-
tive.
SP 7
: 2)
led under this
3)
4)
• a
Catalog and parts sheets on every material and equipment instal -
contract.
Guarantee statement.
Complete operating and maintenance instruction on all major
equipment.
5) In addition to the above mentioned maintenance manuals, provide
the Owner's maintenance personnel with instructions for major equipment and show
evidence in writing to the Architect at the conclusion of the project that this
service has been rendered.
Equipment to be furnished:
1) Supply as a part of this contract the following tools:
(a) Two sets of special tools required for removing, disassem-
bling and adjusting each type of sprinkler and valve supplied on this project.
(b) Two five foot long valve keys for operation of gate valves.
(c) Two keys for each automatic controller.
(d) Six quick coupler keys and matching hose swivels for each
type of quick coupling valve installed.
2) Turn over the above mentioned equipment to the City at the
conclusion of the project. Before final inspection can occur, evidence that the
City has received material must be shown to the Engineer.
C. Job Conditions
Verification of Existing Conditions:
1) Visit the site to determine existing conditions, including access
to the site and the nature and extent of existing improvements upon adjacent
public and private property. Nature of materials to be encountered and other
factors that may affect the work of this section.
2) Additional compensation resulting from the alleged ignorance of
local conditions, and their effect upon the cost of the work will not subse-
quently be approved.
Protection:
1) Protect the Owner's property from injury or loss. Repair at
Contractor's expense all damage to existing property (buildings, utilities,
etc.,) or planting (trees, shrubs, lawn or ground cover) caused during operation
or as a result of malfunction of installed work during the guarantee period.
2) Cause minimum interference with workmen, materials, or other
equipment of other trades on the project.
Do not begin irrigation work until all construction adjacent to
the areas has been completed unless otherwise directed.
D. Guarantee
Submit guarantee for the sprinkler irrigation system in accor-
dance with the attached form. File the general conditions and supplementary
conditions of these specifications with the Owner or Architect prior to accep-
tance of the irrigation system.
Include a copy of the guarantee form in the operations and main-
tenance manual.
Retype the guarantee form onto Contractor's letterhead containing
the following information:
M
GUARANTEE FOR SPRINKLER IRRIGATION SYSTEM
We hereby guarantee that the sprinkler irrigation system we have
furnished and installed is free from defects in materials and
workmanship, and the work has been completed in accordance with
the drawings and specifications, ordinary wear and tear and
unusual abuse, or neglect excepted. We agree to repair or
replace any defects in material or workmanship which may develop
during the period of one year from date of acceptance and also
to repair or replace any damage resulting from the repairing or
replacing of such defects at no additional cost to the Owner.
Repairs or replacements will be made within a reasonable time,
as determined by the Owner, after receipt of written notice. In
the event of our failure to make such repairs or replacements
within a reasonable time after receipt of written notice from
the Owner, we authorize the Owner to proceed to have said
repairs or replacements made at our expense and we will pay the
costs and charges therefrom upon demand.
Project
Location
Signed:
Address:
Phone:
Date of Acceptance:
Products
Use only new materials of brands and types noted on drawings,
specified herein, or approved equals.
PVC Pressure Main Line Pipe and Fittings:
Shall conform to the requirements of Section 212 -2.1.3 and 4 of
the Standard Specifications.
All PVC pipe must bear the following markings:
1) Manufacturer's name.
2) Nominal pipe size.
3) Schedule or class.
4) Pressure rating in P.S.I.
5) NSF (National Sanitation Foundation) approval.
6) Date of extrusion.
All fittings must bear the manufacturer's name or trademark,
material designation, size, applicable I.P.S. schedule and NSF seal of approval.
SP 9
Brass pipe and fittings: •
Pipe: Red brass screwed conform to Federal Specification
#WW -P -351.
Fittings: Red brass conforming to Federal Specifications
#WW -P -460.
Galvanized Pipe and Fittings:
Pipe: Galvanized steel ASA schedule 40 mild steel screwed.
Fittings: Medium galvanized screwed beaded malleable iron and
galvanized merchant coupling.
Paint all galvanized pipe and fittings installed below grade with
two coats of Koppers #50 Bitumastic.
Quick Coupling Valves:
Brass one or two piece body designed for working pressure of 150
P.S.I. operable with quick coupler with key size and type as shown on plans.
Install six to twelve inches from nearest adjacent paved area.
Gate Valves:
Bronze gate valve: 125 lb. SWP with screw -in bonnet, nonrising
stem and solid wedge disc with threaded ends and a bronze handwheel.
Manufactured by Nibco or approved equal.
Control Wiring:
Connect between the automatic controllers and the electric con-
trol valves with direct burial copper wire AWG -UF 600 volt. Use different color
pilot wires for each automatic controller. Use white common wires with a diff-
erent color stripe for each automatic controller. Install in accordance with
valve manufacturer's specifications and wire chart. Do not use wire size less
than #14.
Place wiring in same trench and along the same route as pressure
supply or lateral lines wherever possible.
Tape wires together at intervals of ten feet where more than one
wire is placed in a trench.
Provide an expansion curl within three feet of each wire connec-
tion. Provide expansion curl with sufficient length at each splice connection
at each electric control, so that in case of repair, the valve bonnet may be
brought to the surface without disconnection of the valve wires. Lay control
wires loosely in trench without stress or stretching of control wire conductors.
Make all splices with Rainbird Snap -Tite wire connector or
approved equal. Use one splice per connector sealing pack.
Do not allow field splices between the automatic controller and
electrical control valves without prior approval of the Engineer.
Check Valves:
Swing check valves 2 in. and smaller: Bronze construction 200
lb. W.O.G. with replaceable composition, neoprene or rubber disc and meet or
exceed Federal Specification WW- V -51D, Class A, Type IV.
Anti -drain valves: Heavy duty PVC construction with F.I.P.
thread inlet and outlet, stainless steel and neoprene. Internal parts and field
adjustable against drawout from 5 to 40 feet of head. Provide Valcon 'ADV' or
approved equal.
Automatic controllers: Size and type shown on the plans.
Obtain Engineer's approval of final location of automatic con-
trollers.
control valve.
Electric Control Valves:
Provide electrical control valves with a manual flow adjustment.
Provide and install one control valve box for each electric
4mul
Backflowprevention units: provide size and type indicated on
the irrigations drawings.
Provide Wye strainers at backflow prevention units with a 125 lb.
flanged cast iron with 100 mesh monel screen and similar to Bailey #100A or
approved equivalent.
Control Valve Boxes:
Use 10" x 10 1/4" round valve box with PVC -6" minimum extension
sleeve and bolt down cover for gate valves, Carson Industries 910 -12B or
approved equivalent.
Use 9 -1/2" x 16" x 11" rectangular box for all electrical control
valves, Carson Industries 1419 -12B with green bolt down cover embossed with
controller and valve station numbers or approved equivalent.
Sprinkler heads: Provide same size, type, and deliver the same
rate of precipitation with the diameter (or radius) of throw, pressure and
discharge as shown on the plans and /or specified in these special provisions.
Provide riser units in accordance with the details shown on the
plans.
Provide riser nipples of the same size as the riser opening in
the sprinkler body.
Provide sprinkler heads of the same type from the same manufac-
turer.
Drip Emitter, Hose, Tubing, and Access Sleeve:
Emitter:
1) Punch -in type with six independent outlets made of high impact
resistant polypropylene with an UV inhibitor. Punch -in end to have retaining
barb with a nominal diameter of 0.170, of sufficient length for easy entry into,
and retention in, drip irrigation hose of wall thickness up to 0.160 inches.
2) Major diameter of emitter is nominally 1.5 inches. Each of
the six outlets are barbed for securing spaghetti distribution hose of nominal
inside diameter of 0.125 inches.
3) Emitter outlet: Separate silicone elastomer control element
to provide individual pressure compensation and automatic flushing to each
outlet, with drip rate within 15% of its rated flow over a pressure range of 5
to 40 psi. Each of the six outlets in any given emitter will provide a flow
rate of wither one or two gallons per hour.
4) Manufacturer: Salco Drip Irrigation Systems, 4463 W.
Rosecrans Ave., Hawthorn, CA 90250, (213) 973 -2400 or approved equivalent.
Hose:
One half inch non -rigid vinyl chloride extruded from integrally
algae- resistant polyvinyl chloride (PVC) with V -38 -3A high temperature
formulation conforming to ASTM D 2287. Hose manufactured by Salco Drip
Irrigation Systems or approved equivalent.
Tubing:
One eighth distribution tubing as manufactured by Salco Drip
Irrigation Systems or approved equivalent.
Access Sleeve:
1) Cylindrical in shape with outside diameter of 4 3/4" with an
easily removable lid that is secured in place with leg locks.
2) Body: Have slots to accept drip irrigation hose and /or PVC
schedule 40 pipe of 3/4" IPS and 1/2" size.
3) Legs: Extend below hose level approximately 6 3/4" with
space between legs for water disbursement and are an integral extension of
sleeve.
SP 11
•
4) Sleeve: Made
black in color with a lid skirt
hose in bottom of hose slots.
5) Manufacturer:
No. DAS -8 or approved equivalent.
Execution
0
of high impact resistant polypropylene material
that extends downward inside sleeve to retain
Salco Products, Inc. (213) 973 -2400. Part
Backfilling:
1) Do not backfill the trenches until all required tests are per-
formed. Carefully backfill trenches with the excavated materials approved for
backfilling. Mechanically compact the backfill in planting areas to a dry
density equal to adjacent grades without dips, sunken areas, humps or other
surface irregularities.
2) A fine granular material backfill will be initially placed on all
lines. No foreign matter larger than 112 in. in size will be permitted in the
initial backfill.
3) Flooding of trenches will be permitted only with approval of
Engineer.
4) Make all required adjustments without cost to the Owner if set-
tlement occurs and subsequent adjustments in pipe, valves, sprinkler heads, lawn
or planting, or other construction are necessary.
Trenching and Backfill Under Paving:
1) Backfill trenches located under areas where paving, asphaltic
concrete or concrete will be installed with sand - a layer 6 in. below the pipe
and 3 in. above the pipe - and compacted in layers to 95% compaction, using
manual or mechanical tamping devices. Compact trenches for piping to equal the
compaction of the existing adjacent undisturbed soil and leave in a firm un-
yielding condition. Leave all trenches flush with the adjoining grade. Set in
place, cap and pressure test all piping under paving prior to the paving work.
2) Generally, piping under existing walks is done by jacking, boring
or hydraulic driving, but where any cutting or breaking of sidewalks and /or
concrete is necessary replace work as part of the contract cost. Obtain permis-
sion to cut or break sidewalks and /or concrete from the Engineer. No hydraulic
driving will be permitted under concrete paving.
3) Provide for a minimum cover of 18" between the top of the pipe
and the bottom of the aggregate base for all piping installed under asphaltic
concrete paving.
Assemblies:
1) Routing of sprinkler irrigation lines as indicated on the
drawings is diagramatic. Install lines (and various assemblies) in such a
manner as to conform with the details of the plans.
2) Multiple assemblies on plastic lines are not permitted. Provide
each assembly with its own outlet.
Preparation
Physical Layout:
1) Prior to installation, stake out all pressure supply lines,
routing and location of sprinkler heads.
2) Obtain approval of layout from Engineer prior to installation.
Water Supply:
1) Connect the sprinkler irrigation system to water supply points of
connection as indicated on the drawings.
2) Make connections at approximate locations as shown on drawings.
Contractor is responsible for minor changes caused by actual site conditions.
SP 12
Electrical• Supply: •
1) Make electrical connections from automatic controller to elec-
trical points of connection as indicated on the drawings.
2) Make connections at approximate locations as shown on drawings.
Contractor is responsible for minor changes caused by actual site conditions.
H. Installation
Trenching:
1) Dig trenches straight and support pipe continuously on trench
bedding. Lay pipe to an even grade. Follow layout indicated on drawings and as
noted with trenching excavations.
2) Provide for a minimum cover of 24" for all pressure main line
piping 4 in. and larger and for a minimum cover 18" for all pressure main line
piping 3 in. and smaller.
3) Provide for a minimum cover of 12" for all non - pressure lines.
4) Provide for a minimum cover of 18" for all control wiring.
5) Install all assemblies specified herein in accordance with res-
pective detail. In absence of detail drawings or specifications pertaining to
specific items required to complete work, perform such work in accordance with
best standard practice with prior approval of Engineer.
6) Thoroughly clean PVC pipe and fittings of dirt, dust and moisture
before installation. Follow installation and solvent welding methods recommen-
ded by the pipe and fitting manufacturer.
1) On PVC to metal connection, work the metal connections first.
Use teflon tape or approved equivalent on all threaded PVC to PVC, and on all
threaded PVC to metal joints. Light wrench pressure is all that is required.
Where threaded PVC connections are required, use female threaded PVC adapters
into which the pipe may be welded. All such threaded connections shall be made
using schedule 80 pipe and /or fittings.
Line Clearance: Provide a minimum clearance of 6 in. from each
other and from lines of other trades. Do not install parallel lines directly
over one another.
Automatic Controller: Install in accordance with manufacturer's
instructions. Connect remote control valves to controller in numerical sequence
as shown on the drawings.
High Voltage Wiring for Automatic Controller:
1) Provide 120 volt power connection to the automatic controller.
Remote Control Valves: Install where shown on drawings and
details. When grouped together, allow at least 12 in. between valves. Install
each remote control valve in a separate valve box.
Flushing of System:
1) After all new sprinkler pipe lines and risers are in place and
connected, all necessary diversion work has been completed, and prior to instal-
lation of sprinkler heads, open control valves and flush out the system with a
full head of water.
2) Install sprinkler heads only after flushing of the system has
been accomplished to the complete satisfaction of the Engineer.
Sprinkler Heads:
1) Install the sprinkler heads as designated on the drawings or
approved equivalent.
2) Spacing of heads shall not exceed the maximum indicated on the
drawings as recommended by the manufacturer.
I. Temporary Repairs
SP 13
The Owner reserves the right to make temporary repairs as neces-
sary to keep the sprinkler equipment in operating condition. The Contractor is
not relieved of his responsibilities under the terms of the guarantee as herein
specified, if the Owner exercises this right.
J. Field Quality Control
Adjustment Of The System:
1) Flush and adjust all sprinkler heads for optimum performance and
to prevent overspray onto walks, roadways, and buildings as much as possible.
2) If it is determined that adjustments in the irrigation equipment
will provide proper and more adequate coverage, make such adjustments prior to
planting. Adjustments may also include changes in nozzle sizes and degrees of
arc as required.
3) Within ten days after notification by Engineer lower raised
sprinkler heads.
4) Set all sprinkler heads perpendicular to finished grades unless
otherwise designated on the plans.
Testing Of Irrigation System:
1) Request the presence of the Engineer in writing at least 48 hours
in advance of testing.
2) Test all pressure lines under hydrostatic pressure of 150 lbs.
per sq. inch for a minimum duration of 2 hrs, and prove watertight.
NOTE: Test pressure main lines prior to installation of electric
control valves.
3) Test all piping under paved areas under hydrostatic pressure of
150 lbs. per sq. inch, and prove watertight, prior to paving.
4) Sustain pressure in lines for not less than two hours. If leaks
develop, replace joints and repeat test until entire system is proven water-
tight.
5) Make all hydrostatic tests only in the presence of the Engineer.
Do not backfill any pipe until it has been inspected, tested and approved in
writing.
6) Furnish necessary pump and all other test equipment.
7) When the sprinkler irrigation system is completed, perform a
coverage test in the presence of the Engineer, to determine if the water cov-
erage for planting areas is complete and adequate. Furnish all materials and
perform all work required to correct any inadequacies of coverage due to devia-
tion from plans. Accomplish test before any ground cover is planted.
8) Upon completion of each phase of work, test the entire system and
adjust to meet site requirements as necessary.
K. Maintenance
Operate entire sprinkler irrigation system under full automatic
operation for a period of seven days prior to any planting and for sixty days
after inspection to begin maintenance period.
The Architect reserves the right to waive or shorten the opera-
tion period.
L. Clean -Up
Clean up each portion of work as it progresses. Remove refuse
and excess dirt from the site. Broom or wash down all walks and paving and
repair to original condition any damage sustained on the work of others.
SP 14
M. Final Inspection Prior To Acceptance
Operate each system in its entirety for the Engineer at time of
final inspection. Rework any items deemed not acceptable by the inspector to
the complete satisfaction of the Engineer.
N. Inspection Schedule
Notify the Engineer in advance for the following inspections,
according to the time indicated:
1) Pre -job conference - 7 days.
2) Pressure supply line installation and testing - 48 hours.
3) Automatic controller installation - 48 hours.
4) Control wire installation - 48 hours.
5) Lateral line and sprinkler and emitter installation - 48 hours.
6) Coverage Test - 48 hours.
7) Inspection to begin maintenance period - 7 days.
8) Final inspection - 7 days.
When inspections have been conducted by other than the Engineer,
show evidence of when and by whom these inspections were made.
No inspection will commence without record drawings.
0. Payment
Payment for "Landscape Irrigation System" will be made at the
contract lump sum price as listed in the proposal which price and payment shall
include full compensation for furnishing all labor, materials, tools, equipment
and incidentals and for doing all the work involved in furnishing and placing
the irrigation system as specified in these Specifications and as directed by
the Engineer.
19.5 LANDSCAPE PLANTING
A. General
Furnish all labor, materials, equipment, appliances and necessary
incidentals for the complete installation of all landscape planting as shown on
the drawings and in accordance with the provisions of Subsections 212 -1 and 308
of the Standard Specifications except as modified herein.
B. Quality Assurance
Perform sampling and laboratory testing through Soil and Plant
Laboratory, Inc., 1534 S. Trotter Avenue, P.O. Box 11744, Santa Ana, California
92711 (714) 558 -8333 and pay for testing.
After rough grading has been completed, analyze existing on -site
soil.
1) Sample two areas on the site. Eight core samples are to be taken
from each sampling area and analyzed for suitability and fertility.
Perform soils analysis of wood residual organic amendment prior
to backfill.
2) Submit one quart of wood residual organic amendment for organic
analysis.
Perform organic suitability and fertility analyses of soil pre-
paration areas and on -grade backfill mix areas after the completion of planting
to assure all specified amendments have been provided. Take ten random samples
of soil preparation areas and five random samples of backfill mix areas.
SP 15
ti C. Submittals
Furnish the articles, equipment, materials, or processes speci-
fied by name in the drawings and specifications. Do not substitute without
written approval by the Engineer.
Furnish a certificate of delivery with each delivery of material
in containers or in bulk. State source, quantity, or weight, type and analysis
and date of delivery on certificate. Deliver all certificates to the Engineer.
Submit complete materials list prior to performing any work.
Include the manufacturer, model number and description of all materials to be
used.
Materials installed or furnished without prior written approval
of the Engineer may be rejected and the Contractor required to remove such
materials from the site at his own expense.
Approval of any item, alternate or substitute indicates only that
the product or products apparently meet the requirements of the drawings and
specifications on the basis of the information or samples submitted.
D. Job Conditions
Visit the site to determine existing conditions, including access
to the site and the nature and extent of existing improvements upon adjacent
public and private property, nature of materials to be encountered, and other
factors that may affect the work of this section.
Additional compensation resulting from the alleged ignorance of
local conditions, and their affect upon the cost of the work will not subse-
quently be approved.
Protect the Owner's property from injury or loss. Repair at
Contractor's expense all damage to existing property (buildings, utilities,
etc.) or planting (trees, shrubs, lawn or ground cover) caused during operation
or as a result of malfunction of installed work during the guarantee period.
Cause minimum interference with workmen, materials, or other
equipment or other trades on the project.
Do not begin landscape work until all construction adjacent to
the planting areas has been completed and until the irrigation systems have been
installed and approved by the Engineer and the Owner's designated representa-
tive.
E. Guarantee
Submit a written guarantee on Contractor's letterhead in compli-
ance with the requirements of this section. Agree that the landscape planting
has been completed in accordance with the drawings and specifications. Agree to
repair or replace any defects in material or workmanship which may develop
during the period of one year from date of acceptance and also to repair or
replace any damage resulting from the repairing or replacing of such defects at
no additional cost to the Owner. Make repairs or replacements within a reason-
able time, as determined by the Owner, after receipt of written notice. In the
event of failure to make repairs or replacements within a reasonable time after
receipt of written notice from the owner, authorize the Owner to proceed to have
repairs or replacements made at Contractor's expense and pay the costs and
charges therefore upon demand.
Guarantee trees for one year after final acceptance. Replace
shrubs, vines and ground covers that die within the guarantee period or which
are not healthy and vigorous.
Guarantee shrubs, vines and ground covers for six months after
final acceptance. Replace trees that die within the guarantee period or which
SP 16
ti ',ar'e not healthy and vigorous.
Any trees or other plant materials that die back and lose the
form and size as originally specified shall be replaced even though they have
taken root and are growing after the die back and have received normal care and
maintenance.
When notified by the Owner, remove and replace all guaranteed
plant materials which for any reason fail to meet requirements of guarantee with
plants that meet the same specifications as required for original plantings and
guarantee as originally specified.
F. Products
Wood Residual Organic Amendment: Derived from redwood, fir or
cedar sawdust of standard quality impregnated with 1% nitrogen.
1) Particle size, dry weight basis:
Percent Passing
Sieve Size
95 -100 6.35 mm (1/4 in.)
80 -100 2.38 mm (no. 8, 8 mesh)
0 -30 500 micron (no. 35, 32 mesh)
2) Organic content as determined by ash analysis: Minimum 94% based
on dry weight.
3) Chemistry:
(a) Minimum 0.8% nitrogen based on dry weight.
(b) Minimum 0.08% dilute acid soluble iron based on dry weight.
(c) Salinity shall not exceed 3.5 millimhos per centimeter as
measured in the saturation extract.
Commercial fertilizers: 16 -6 -8, 12- 12 -12, and 17 -13 -5, complete
fertilizers.
Ferrous iron sulfate: First quality commercial grade.
Agricultural gypsum: First quality commercial grade.
Root hormone: "Super Thrive" or approved equal.
Deep Root Barrier:
Deep root control panels (UB48 -2) as manufactured by deep root
corporation or approved equivalent.
Plant Materials:
Furnish plant material in quantities and /or spacing as indicated
or noted for each location and of species, types, sizes, etc., as symbolized and
described in the plant list.
Protect plants in transit and after delivery to the project site.
Replace plants in broken containers, with broken branches or injured trunks.
Specified container plants are to be first class material equal
to the size of similar material in local retail nurseries.
Furnish plant materials that are healthy, vigorous, with a good
root system, and free from pests or disease. Have plant material inspected and
released by the county agricultural inspector prior to delivery to the job.
Provide well rooted ground cover plants in flats or containers.
Have plant material inspected and approved by Engineer prior to
their placement for planting. Replace materials that do not meet specifica-
tions.
G. Weed Control:
1. Upon the completion of the irrigation system and after all
existing trees and shrubs have been removed from the planting area, apply 200
pounds of a commercial fertilizer 16 -6 -8 per acre, as per manufacturer's in-
SP 17
0
'st'ructions.
2. Water planting area four (4) times daily for twenty -one (21)
consecutive days until seeds have germinated. Cease watering for three (3)
days. Spray a non - selective herbicide "Round -up," to eradicate the germinated
vegetation. Translocation period should be 7 -10 days.
3. Allow herbicide to kill all vegetation. Rake or hoe off all
dead vegetation to a depth of 1/4 inch below the surface of the soil.
4. If perennial weeds or grasses still exist, rewater four (4)
times daily for fourteen (14) consecutive days, until the new growth appears.
Reapply a non - selective herbicide. Remove weeds after herbicide has had suffi-
cient time to kill.
Installation
Finish Grading:
Grades in all on -grade planting areas will be established to
within 0.10" and in raised planting areas to within depths indicated on planting
plans by others. Backfill planting areas with mixes indicated on planting plans
and in specifications.
Before and during finish grading, remove all weeds and grasses by
the root and dispose of off site.
Grade all lawn and planting areas to the elevations indicated on
the drawings. Grades not otherwise indicated shall be uniform levels or slopes
between points where elevations are given. Make minor adjustments of finish
grades at the direction of the Engineer if required. Provide smooth, even,
uniform finish grade with no abrupt change of surface. Slope soil away from the
buildings to allow a natural run -off of water, and direct surface drainage as
indicated on the drawings by remodeling surfaces to facilitate the natural run-
off water. Grade low spots and pockets to drain properly. Dispose all extra-
neous matter off site.
Do not work soil when moisture content is so great that excessive
compaction will occur; nor when soil is so dry that dust will form in the air or
that clods will not break readily. Apply water, if necessary, to provide ideal
moisture content for tilling and for planting herein specified.
Shrub, Vines, Ground Cover and Annual Areas: Grade to 1 -1/2"
below the grade of adjacent pavement, walks, curbs, or headers and 3" below
adjacent walls. The Engineer may direct flush grades where required.
Soil Preparation:
NOTE: The following specifications are intended for bid purposes
only. Actual specifications shall be determined by soil analysis.
Prepare on -grade areas per 1,000 square feet with the following:
Organic Amendment------------- - - - - -6 Cu. Yards
16 -8 -4 Commercial Fertilizer-- - - - -15 Lbs.
Agricultural Gypsum------- - - - - -- -100 Lbs.
Broadcast uniformly and rototill into upper 6 inches of soil.
On -Grade Backfill Mix:
Prepare mix and backfill plant pits with the following material
per ten cubic yards:
On -site Soil------------------ - - - - -6 Cu. Yards
Organic Amendment------------- - - - - -4 Cu. Yards
12 -12 -12 Commercial Fertilizer - - - -10 Lbs.
Iron Sulfate------------------ - - - -20 Lbs.
f
Uniformly blend prior to use. Incorporate as specified under
'tree, shrub, vine and annual planting' section herein.
General Planting:
The Engineer shall approve all planting areas and placement of
plant material prior to installation. Stake plant locations and secure approval
from Engineer before excavating pits, making necessary adjustments as directed.
Prepare on -grade planting areas as indicated in "Soil Prepara-
tion" section herein.
Locate specimen trees prior to installation of irrigation system
as directed by Engineer.
Excavate all plant pits to a minimum of two times the diameter
and height of the container to permit handling. Excavate pits with vertical
sides for all plants. Do not plant plants in dry soil. Moisten soil at least
eight inches deep.
Plant plants immediately after containers are cut. Remove con-
tainers regularly so as not to present a hazard or annoyance to those persons
using the areas.
Set plants in center of pits, in a vertical position so that the
crown of the plants will bear the same relationship to the finish grades that it
did to soil surface in place of growth, allowing for watering and settling of
soil.
Backfill with specified soil mix. Do not backfill with soil in a
muddy condition. No filling around the trunk of the plants will be permitted.
Build basins around plants and water in with root hormone imme-
diately after planting. Remove basins prior to top dressing.
Grade areas around plants to finish grades and dispose of excess
soil.
Replace any plant material damaged in planting operation.
Prune plants according to standard horticultural practice as
directed by Engineer.
Lightly cultivate, weed, and neatly rake all soil between plants
upon completion of all planting operations and again just prior to final inspec-
tion.
Planting Trees:
Prepare tree pits as specified above unless otherwise noted in
details.
Install deep root control barrier where specified per manufac-
turer's recommendations.
Backfill trees planted in raised planters with specified soil
mix and thoroughly water settle.
Backfill trees planted on -grade with specified soil mix and
thoroughly water settle.
Stake or guy trees as detailed on the drawings.
Keep guy wires out of pedestrian traffic areas whenever possible.
Set all transplanted trees two inches minimum above finish
grades.
Apply root hormone per manufacturers recommendation to each tree
as follows:
1) Construct tree basins at rim or outer edges of tree rootball so
that applied water and root hormone will remain on the top of the rootball.
2) Mulch immediately after completion of irrigation of root hormone
into the rootball.
Planting Shrubs and Vines:
Prepare shrub and vine pits as specified under 'General
Planting' section herein.
Use planting procedures and practices as specified under
'Planting Trees' section herein.
Mulch planting areas after planting.
SP 19
a ' Ground Cover and Annual
Prepare planting areas
G
Planting:
as specified under 'Soil Preparation'
section herein.
Mulch planting areas and water with a light spray prior to
planting.
Plant rooted cutting, pots or flats in areas and at spacings
indicated on plans after mulching.
Smooth soil about plants and leave areas in neat and clean condi-
tion. Do not pile soil or mulch around crown of any plants.
Mulching:
Spread mulch on all planting areas, except lawns, evenly over the
surface to a depth of one inch. Prepare mulch with wood residual organic
amendment.
I. Maintenance
Continuously maintain all areas during the progress of the work,
the 90 -day maintenance period, and until final acceptance of this work.
If plantings are not acceptable at the completion of the mainte-
nance period, maintain all work until it meets specifications and is approved.
Continuous maintenance operations of watering, weeding, mowing,
rolling, trimming, edging, cultivation, ferilizing, spraying for insect and pest
control, replacement and /or any other operations are necessary to assure a
proper finished product. Keep all planted areas free of debris and cultivate and
weed at no more than ten day intervals.
Protect all areas during installation and maintenance periods.
Repair any damaged plantings at Contractor's expense.
Replace plant material that is not live, healthy, undamaged and
free of infestations at the termination of the maintenance period. Replace
inferior plantings and bring to a satisfactory condition before final acceptance
will be made. Keep areas neatly raked and free of weeds.
Immediately replace any and all plant materials and grass that
die or are damaged. Meet original plant material specifications with replace-
ments.
J. Inspections
Request the Engineer at least twenty four hours in advance to
make the following inspections:
1) After finish grading is completed.
2) After soil amendments have been applied but prior to roto-
tilling.
3) After rototilling has been completed.
4) After fine grading is completed.
5) After plant material has been delivered to the site.
6) After plant material has been spotted for planting but before
planting pits are excavated.
7) After planting pits for trees, shrubs, and vines have been
excavated but prior to backfill.
8) Conduct a complete inspection and approval of all landscape
construction items at the end of the landscape construction period to establish
the time for beginning of the ninety day maintenance period. Notify Engineer
at least seven days in advance of inspection.
9) Conduct an inspection at the completion of the ninety day
maintenance period to obtain final acceptance. Notify the Engineer at least
seven days in advance of inspection.
SP 20
•
•
•
0
TO: City Council
FROM: Public Works
SUBJECT: NEWPORT SHORES PARK (C -2791)
RECOMMENDATIONS:
August 12, 1991
COUNCIL AGENDA
NO. F -3 (h)
Award Contract No. 2791 to Nobest Incorporated for
$43,987.10 and authorize the Mayor and the City Clerk to
execute the contract.
DISCUSSION:
At 11:00 A.M. on July 25, 1991, the City Clerk opened and
read the following bids for this project:
Bidder Total Bid Price
Low
Nobest Inc.
2
Moonlighting Inc.
3
Varkel Construction
4
Artistic Landscape &
5
William Murray Gen.
6
MJS Construction
7
Plaza Landscape
8
Damon Const. Company
9
West Construction
10 Sunrise Landscape
11 Eli Many Inc.
Inc.
Eng., Inc.
Eng. Const. Inc
$43,987.10
44,470.00
45,000.00
45,793.00*
47,226.18
49,926.00
50,762.00
56,060.00
7686 z9 8
56,265.33*
62,710.81
70,000.00
* Note: Corrected totals due to errors in addition and errors
in extension of some unit prices as written in words.
The low bid is 7.4 % below the Engineer's Estimate of
$47,500.00. The low bidder, Nobest Inc., is a well - qualified general
contract who has satisfactorily completed previous contract work for
the City.
The project will provide for construction of the "Tot Lot"
Park on City -owned property behind Cappy's Restaurant adjacent to the
Oxbow Loop Tidelands area. The work includes clearing and grubbing
of the site; concrete sidewalk and planters; placement of beach sand
and jetty fabric; landscape irrigation; and planting. City crews will
install playground equipment when the park construction is completed.
Funds in the amount of $50,000 have been provided for this
project in the current budget, Account No. 10- 7797 -101. This funding
includes approximately 13.5% for testing and contingencies.
The plans and specifications for the project were prepared
by Fennel and Associates, Landscape Architects. The work is scheduled
to begin after the Labor Day weekend with the estimated date of
completion of the contract work October 18, 1991.
Benjamin B. Nolan Ronald A. Whitley
Public Works Director Parks, Beaches & Recre ion Director
E
•
•
TO: City Council
FROM: Public Works Department
SUBJECT: NEWPORT SHORES PARK (C -2791)
RECOMMENDATION:
June 24, 1991
CITY COUNCIL AGENDA
ITEM NO. F -14
THE CITY
!UN ? 4 199
1. Approve the plans and specifications for Newport Shores
Park Contract No. 2791.
2. Authorize the City Clerk to advertise for Jxdm_to
c�exed - -at - 11,- 00,A.M._.on..July. -25 1991.
DISCUSSION:
On September 25, 1989, the City Council approved development
of a park in the Oxbow Loop area adjacent to Newport Shores and
directed City staff to act as lead agency. In reviewing the proposed
park plans with the County of Orange and the various State and Federal
resource agencies it was determined that an activity park within the
tidelands area of the Oxbow Loop beyond the small parcel of City fee -
owned property was not feasible at this time.
In December 1990 the Parks, Beaches and Recreation
Commission approved a two -phase program to develop a "Tot Lot" park on
the City -owned property at 61st Street and Coast Boulevard with
additional park plans to be coordinated with development of the
County's LCP and future private development at a later date.
The "Tot Lot" park will be constructed on City -owned
property located behind Cappy's Restaurant adjacent to the Oxbow Loop
tidelands area. The project will provide for clearing and grubbing of
the site; concrete sidewalk and planters; placement of beach sand and
filter fabric; landscape irrigation; and planting. City crews will
install playground equipment when the park construction is completed.
The Coastal Zone permit for the project was approved by the
Coastal Commission on June 12, 1991.
The estimated cost of the construction contract is $47,500.
Sufficient funds to award a contract are available in the current
budget, Account No. 10- 7797 -101, and provisions have been made to
carry the funds over to the 1991 -92 budget.
Plans, specifications and cost estimate for the project were
prepared by Fennel and Associates, Landscape Architects. The
estimated date of contract completion is October 18, 1991.
JAW
Benjamin B. Nolan Ronald A. Whitley
Public Works Director Parks, Beaches & Recreation Dept.
JW:so
Authorized to Publish Advertisements of all ldriftuding public notices by
Decree of the Superior court of Orange GountyWfomia, Number A -6214,
September 29, 1961, and A-24831 June 11, 1963
STATE OF CALIFORNIA
County of Orange
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 parry to
or interested in the below entitled matter. I
am a principal clerk of the NEWPORT
BEACH —COSTA MESA PILOT, a
newspaper of general circulation, printed
and published in the City of Costa Mesa,
County of Orange, State of California, and
that attached Notice is a true and complete
copy as was printed and published on the
following dates:
June 29, 1991
July 6, 1991
I declare, under penalty of perjury, that the
foregoing is true and correct.
Executed on July 6, 199 1
at Costa Mesa al'fosn'
Ifo
Signature
0
umlt
Do ro-
of the
'(t6a of Project: NEWPORT
SHORES PARK,
No. C-U91, . ...
E n5g0ln ear's Estimate:
Approved by the City
Connell 'this 24 day of
June, 1991.
Wends E. Reggio,
CRY Clerk
Proapecttve bidders may
obtain one set of bid d0ow
ments at no cost, at the of-
Bbe of the Public Works
Department, 3300 Newport
Boulevard, P.O. Box 1769,
Newport Beach, CA 92659
1768.
For further Information,
call John Wolter, Project
Manager at 644-3311.
Published Orange Coast
Dally PBot June 29, July 6,
1991
PROOF OF PUBLICATION
1,