HomeMy WebLinkAboutC-1112 - Improvements, Irvine at Tustin Avenue & 22nd Street to UniversityJr
Mail to: City Clerk, City of Newport Beach �� O
3300 W. Newport Blvd
Newport Beach, Calif. 92660
NOTICE OF COMPLETION
PUBLIC WORKS
sou 8897 414
To All Laborers and Material Men and to Every Other Person Interested;, ,
YOU WILL PLEASE TAKE NOTICE that on November 20, 1968 ,
the Public Works project consisting of improvement of Irvine /Tustin Avenue from
22nd Street to University Drive (C -1112)
on which Mark Construction Company, Inc.
was the contractor, and United States Fidelity And Guaranty Company
was the surety, was completed.
I, the undersigned, say:
I am the Public Works Director of the City of Newport Beach; the foregoing
Notice of Completion is true of my own knowledge.
I declare under penalty of perjury that the foregoing is true and correct.
Executed on March 11, 1969
I, the undersigned,
at Newport Beach, California.
I am the City Clerk of the City of Newport Beach; the City Council of said
City on March 10, 1969 accepted the above described work as
completed and ordered that a Notice of Completion be filed.
I declare under penalty of perjury that the foregoing is true and correct.
Executed on March 11, 1969 at Newport Beach, California.
RECORDED AT ?:QUEST OF
CITY OF NEWPORT BEACH
IN OFFICIA+_ Rc j - -,g OF
ORANGE COiJr!. -, CALIF.
9:05 AM MAR 12 1969
J. WYLIE CARLYLE, Caumy Recorder
FREE
R
0
0
March 24, 1969
Mark Construction Company, Inc.
P. 0. Box E. A.
Garden Grove, California 92640
Subject: Surety United States Fidelity and Guaranty Company
Bonds No. 14198 -12- 6017 -68
Project Improvement of Irvine /lbatin Avenue from
22nd St. to University Drive.
Contract No: 1112
Gentlemen:
The City Council on March 10, 1969 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
Notice of Completion has been filed.
Notice of Completion was filed with the Orange County Recorder
on March 12, 1969, in Book No. 8897, Page 414. Please notify
your surety company that bonds may be released 35 days after
recording date.
Very truly yours,
Laura Iagios
City Clerk
City of Newport Beach
ih
cc: Public Works Department
0
0
CITY OF NEWPORT BEACH
CALIFORNIA City Hall
3300 W. Newport Blvd
Area Code 714
673 -2110
Mr. J. Wylie Carlyle
County Recorder
P. 0. Box 238
Santa Ana, California 92702
Dear Nm. Carlyle:
Attached for recordation is Notice of Completion of Public
Works project consisting of im�ir:�ltelnent of Irvine /Tustin Avenue,
22nd St. to iTniversity Drive Contract No. 1112
on which Mark Construction Company, Inc. was the Contractor
and United States Fidelity and Guaranty Go, was the surety.
Please record and return to us.
Very truly yours,
Laura Lagios
City Clerk
City of Newport Beach
LL: d6
Encl.
TO: CITY COUNCIL
= "k
SUBJECT
PUBLIC WORKS DIRECTOR
ACCEPTANCE OF IMPROVEMENT OF
RECOMMENDATIONS:
1. Accept the work.
clt., March 10, 1969
u
1E:; �
NE /TUSTIN AVEN S AND 23RD STREET (C -1112)
2. Authorize the City Clerk to file a Notice of Completion.
3. Authorize the City Clerk to release the bonds 35 days after the
Notice of Completion has been filed.
DISCUSSION:
The contract for the improvement of Irvine /Tustin Avenues and 23rd Street
has been completed to the satisfaction of the Public Works Department.
The bid price was: $285,718.66
Amount of unit price items constructed: 300,136.01
Amount of extra work orders: 1,724.56
Total contract cost: $301,860.57
The major cost of the extra work was due to the addition of a water main stub
for a future service to undeveloped property to the east of the road and the replacement
of the line serving an existing fire hydrant.
The increase in the quantity of unit price items constructed was due to:
1. Poor native soil conditions necessitating an increase in the quantities
of the asphalt concrete and aggregate base.
2. An error in the engineer's estimate of quantities.
3. Additional removal and replacement of existing improvements
in order to better accommodate the new construction.
The project was financed from a number of different accounts and agencies.
Upon receipt of the cost figures from the participating agencies, a financial summary
will be submitted.
The contractor was Mark Construction Co., Inc. of Garden Grove, California.
Engineering was by Williamson and Schmid of Santa Ana, and by the Public Works Department
(23rd Street).
The contract date of completion was November 10, 1968. The work was substantially
completed with the road open to traffic by November 20, 1968. The delay was due to rain
and very difficult conditions encountered in construction of the storm drain.
\•
seph . Devlin
P blic o ks Director
G D /ldg
0 a
August 12, 1968
/—/—z/
TO: CITY COUNCIL
FROM: Public Works Department
SUBJECT: IMPROVEMENT OF IRVINE /TUSTIN AVENUE FROM 22ND STREET TO UNIVERSITY DRIVE (C -1112)
RECOMMENDATION:
Confirm Public Works Department issuance of Change Order Number 4 in the
amount of $948.75.
DISCUSSION:
The City's Standard Specifications require Council approval of all Change
Orders in excess of $500.00.
At a number of locations on the easterly side of Irvine /Tustin Avenue stub
outs are being provided for future water service to the presently undeveloped land.
Subsequent to awarding the contract, it was found that an existing outlet could be
used for one of the stubs. The connection to this outlet was performed on a force
account basis at a cost of $402.50. The originally planned connection was bid at
$695.00.
The plans made no provision for extension of the existing water main blow -off
required due to the widening of Irvine Avenue. It was decided to install a fire hydrant
in conjunction with the extension of the blow -off piping. This work was performed at
the negotiated lump sum price of $546.25.
Change Order 4, in the amount of $948.75, was issued to cover the above
items
11�Ji��. . ✓YY C. -<�.Y
�J
lin
Director
CALIFO*WIA PRELIMINARY�,IOTICE 1111 °1
In Accordance With Section 1193, California Code Of Civil Procedure and Section 4710`,x. is Government Code
YOU ARE HEREBY NOTIFIED THAT . . .
L
CONSTRUCTION LENDER or
EReputed Construction Lender, if any
A-
City oA NewpoAt Beach
D 3300 Newport Ave.
Newport Beach, Cati.Aon.nza
E
Z
I
S
C
O
P
Y F
f✓
FOLD HERE
OWNER or
or Reputed Owner
(on private work)
City oA Newport Beach
Same addne66 a6 above
FOLD HERE
PUBLIC AGENCY
(on public work)
ORIGINAL CONTRACTOR or
Reputed Contractor, if any
Martk Con6.tAacti.on Co.
P. 0. Box EA
G Eden GAove,
Cati.Aouti.a
G-1- CELLAR INC
(name of person or firm furnishing labor, services, equip-
ment or material)
i)1fn q!s M rr�,�n
(address of person or firm furnishing labor, services, equip-
_J ment or material)
has furnished or will furnish labor, services equipment or
materials of the following general description:
(general eecription o the ab r, services, equipment or
materia urnis ed or to be furnished)
for the building, structure or other work of improvement
ocatedat: Im'pUvnmont o4 Tnv,ino
(address or description of job site
and 23rtd
sufficient for identification)
The name of the person or firm who contracted for the pur-
chase of such labor, services, equipment or material is:
1
MaAA Cons;ftuistion Co_
J
(address of above pers n or firm)
An estimate of the total price of the labor, services, equip-
ment or materials furnished or to be furnished is:
(this must be furnished to construction lender — optional as
to owner or contractor)
If bills are not paid in full for labor, services, equipment
or materials furnished or to be furnished, the improved
property may be subject to mechanic's liens.
Dated:
(s/ nature) (title)
This form is recognized by the following organizations:
BUILDING MATERIAL DEALERS CREDIT ASSOCIATION
CALIFORNIA BUILDING MATERIAL DEALERS ASSN.
J CALIFORNIA LICENSED CONTRACTORS ASSOCIATION
LUMBER ASSOCIATION OF SOUTHERN CALIFORNIA
CALIFICONIA PRELIMINARY &NOTICE
4 In Accordance With 5e6on 1193, California Code Of Civil Procedure and Section 4210, California Government Code
F
O
W
N
E
R
' r
C
O
P
Y
r
lL
CONSTRUCTION LENDER or
Reputed Construction Lender, if any
FOLD HERE
OWNER or
or Reputed Owner
(on private work)
C44e6WBew*
SAME Addu" ILA Wvve
FOLD HERE
PUBLIC AGENCY
(on public work)
ORIGINAL CONTRACTOR or
Reputed Contractor, if any
P.Q. Rex U
pG *&a Wove,
e'rwD�
J
YOU ARE HEREBY NOTIFIED THAT . . .
Q-t- KEILAR iMC-
(name of person or Grm furmshing labor, services, equip-
9AI Mudd Read
ment or material)
Oxmm�[o�xla
(addreu person or firm furnishing labor, services, equip-
ment or material)
has furnished or will furnish labor, services equipment or
materials of the following general description:
(general description of the ab r, services, equipment or
!ka ni
A "!a Kc
material�she or to be furnished)
for the building, structure or other work of improvement
located at:- 1M17Rewmxt a6 itne
(address or description of job site
And 13Rd_
sufficient for identification)
The name of the person or firm who contracted for the pur-
chase of such labor, services, equipment or material is:
Mak (,aaaametAft CO
&Q- Max FA
Golden (address of above pers n or firm)
An estimate of the total price of the labor, services, equip-
ment or materials furnished or to be furnished is:
$. ?�
(this must be rurnls &I to construction lender — optional as
to owner or contractor)
If bills are not paid in full for labor, services, equipment
or materials furnished or to be furnished, the improved
property may be subject to mechanic's liens.
Dated `
i
fi nature) (title)
This fform is secogniced by the following oep rJ3'
BUILDING MATERIAL DEALERS CRM TION
CALIFORNIA BUILDING MATERIAL DEALERS ASSN.
CAJ"RNIA LICENSED CONTRACTORS ASSOCIATION
LUMBER ASSOCIATION OF SOUTHERN CALIFORNIA
Y.
FQ SY qNO
UNITED STATES F➢DEILI2 -`` IIAIRANTY COMPANY
e.
(A�Stock
BID DATE: 6/4/68 BID BOND
I
BID SERVICE — BOND NUMBER 1. 419$.- U.-. 60. 42.'. 67 ....... ...............................
THESE PRESENTS:
KNOW ALL MEN BY
THAT MARK CONSTRUCTION COMPANY INC.''=
........................................................................................ ............................... ... ........ ...........................r........................ ...............................
.r „1
GARDEN GROVE CALIFORNIA
..................................................................................... ............................... of ............ ..................................... x.................................. ...............................
..:
.............................................................................................................................. ............................... as Principal , and UNITED STATES FIDELITY AND
GUARANTY COMPANY, a Maryland corporation, as Surety, are held and firmly bound unto ............................................................... ...........................:�:”
CITY OF NEWPORT BEACH
................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............... . ............... . .......... . . . . . . ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
as Obligee, in the full and just sum of .... TEN ... PER ... CENT. ... { 107),,,,OF,,,THE_AAUNT OF.._THE,,,BID IN._- :n..:7... — —
ors
..'. ... n ... '....'. ... '. ... 7 ... ' ... - ... 7 ... - ... 7 ... '....7 ... 7 ......... .' ... .'....'....7 ..... ... . 7 ... .7 ... .' ... .7 ... .' ... .'....' ... .'....n ... 7 .... ...- 7 ... '. ... .r. ... '. ... ..... '. ... 7 Dollars,
lawful money of the United States, for the payment of which sum, well and truly to be made, we bind ourselves, our heirs, executors,
administrators, successors and assigns, jointly and severally, firmly by these presents.��
WHEREAS. the said Principal is herewith submitting its proposal
FOR IMPROVEMENT OF IRVINE — TUSTIN AVENUE, FROM 22ND STREET
TO UNIVERSITY DRIVE, AND IMPROVEMENT OF 23RD STREET, FROM
IRVINE AVENUE TO TUSTIN AVENUE; CONTRACT NO. 1112
6 ==
- THE CONDITION OF THIS OBLIGATION is such that if the aforesaid Principal shall be awarded the contract the said Principal will, within the
time required, enter into a formal contract and give a good and sufficient bond to secure the performance of the terms and conditions of
the contract, then this obligation to be void; otherwise the Principal and Surety will pay unto the Obligee the difference in money between
the amount of the bid of the said Principal and the amount for which the Obligee legally contracts with another party to perform the work
if the latter amount be in excess of the former, in no event shall the Surety's liability exceed the penal sum hereof.
Signed, sealed and delivered...... MAY ...�11 .... 19.68
(Date)
A}? .?...W.NS.TRl7CT1QlI...GQMRA�17 .....].G............ (SEAL)
r=
BY: < c1L. L ' .'::_
r .... _(SEAU
BY: �.
NITED VAT J I Y NO GUARANTY COMPANY
Premium for this Bond / �2�
Paid in Bid Service
%�^'�
.......RAY .......... .... ...... .................. _......... .... ..................
CA WAY — ttorney -in -fact
Contract 1 1 (Revised) (i -56)
ATTORNEY -IN -FACT AFFIDAVIT
STATE OR COMMONWEALTH OF____CALIFORNIA_ _____-
COUNTY OR CITY OF____ ORANGE ------ Iss,
Before me, a Notary Public, personally
known to me, and known to be the Attorney
Maryland Corporation, which executed the a
ture and the corporate seal of said United
and authority of said Company's Board of L
free act and deed of United States Fidelity
lk1yhalad,,and„ seal this ----- _ .?ibr
0MCIAL SEAL
^;j -�; DOROTHY N. 7AhAARNIN
�' Id!)TARY PUBLIC � CRLIfORf11R
A' 0' IN i
911NXIINXM111 11111 IIAI�
!' Jud. 876 ("7)
United States Fidelity and Guaranty Company, a
ad as surety, who deposed and said that his signa-
ity and Guaranty Company were affixed by order
)d that the execution of the attached bond is the
mty Company.
Notary Public.
i 1 r
1
1
1
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0
CITY OF NEWPORT BEACH
CONTRACT DOCUMENTS
0
IMPROVEMENT OF IRVINE /TUSTIN AVENUE
FROM 22nd STREET TO UNIVERSITY DRIVE
AND
IMPROVEMENT OF 23RD STREET FROM IRVINE
AVENUE TO TUSTIN AVENUE - CONTRACT 1112
APPROVED BY THE CITY COUNCIL
ON THIS DAY OF MAY ,13�1968
LAURA LAGIOS, CITY CkXRK
May 29, 1968
NOTICE TO BIDDERS
CONTRACT 1112
IMPROVEMENT OF IRVINE /TUSTIN AVENUE
FROM 22ND ST. TO UNIVERSITY DRIVE
ADDENDUM NO. 1
1: Please revise the Specifications as follows:
a,) Add to Section 11 -6(D) "Spreading after mixing, and Compaction," Paragraph
(1): The surface shall not be allowed to dry out.
b.) Add to Section 11 -9, "Adjust manholes to grade:" Existing rings and
covers may be reused.
c) Add to Section 11 -13, "Construct . . Rip
concrete shall be facing class rock as spe
" Rip Rap other than on -site
d in Section 72- 2,02,State Std.Spec
d.) Revise Section 11 -15, "Construct 8" AC Water Lateral , "Paragraph 2, Line 5
to read: . . -6" wider than the nozzle. . .
e ) Revise Item 12 -15 "Relocate. . . .underdrain. .," Paragraph 2 to read:
. . Item No. 18 vice Item No. 19.
2. Revise the Plans as follows:
a,) Sheet 9, Construction Note 24: Delete conc. local depression.
3. Revise Item 25 of Proposal to delete local depression,
Please note that cross sections of the proposed construction are available for
review in the office of the Public Works Department, City Hall, Newport Beach, California
and in the office of Williamson and Schmid, 1535 E. 1st Street, Santa Ana, California.
Please show date of receipt of this addendum on the proposal or insert a copy with
your proposal.
Benjamin B. Nolan
City Engineer
HTC /1dg
Mark Construction Co., Inc.
(9) Carlton A. Post
PUBLIC ENT
Nei ^vNuc i uuiilornia
,1
i
'
CONTRACT NO. 1112
CITY OF NEWPORT BEACH
1
'
CONTRACT DOCUMENTS
FOR
IMPROVEMENT OF IRVINE /TUSTIN AVENUE
'
FROM 22ND STREET TO UNIVERSITY DRIVE
AND
'
IMPROVEMENT OF 23RD STREET
FROM IRVINE AVENUE TO TUSTIN AVENUE
1
APPROVED BY THE CITY COUNCIL
'
ON THAS 13TH DAY OF MAY, 1968
'
Laura Lagios, Cl WClerk
• • PAGE I -A
(SHEET I OF 2)
' CITY OF NEWPORT BEACH, CALIFORNIA
NOTICE INVITING BIDS
SEALED BIDS WILL BE RECEIVED AT THE OFFICE OF THE CITY CLERK0 CITY HALLS NEWPORT BEACHO
CALIFORNIAN UNTIL 10 :00 A.M., ON THE 4th DAY OF June 196 8 AT WHICH TIME THEY WILL
BE OPENED AND READ, FOR PERFORMING WORK AS FOLLOWS:
IMPROVEMENT OF IRVINE /TUSTIN AVENUE
FROM 22ND STREET TO UNIVERSITY DRIVE
AND
IMPROVEMENT OF 23RD STREET FROM IRVINE
AVENUE TO TUSTIN AVENUE - CONTRACT 1112
NO BID WILL BE RECEIVED UNLESS IT IS MADE ON A PROPOSAL FORM FURNISHED BY THE PUBLIC WORKS
DEPARTMENT. EACH BID MUST BE ACCOMPANIED BY CASH' CERTIFIED CHECK OR BIDDER'S BOND MADE
PAYABLE TO THE CITY OF NEWPORT BEACH, FOR AN AMOUNT EQUAL TO AT LEAST IO PERCENT OF THE
AMOUNT BID.
THE DOCUMENTS INCLUDED WITHIN THE SEALED BIDS WN ICH REQUIRE COMPLETION AND EXECUTION ARE
THE FOLLOWING:
1. - PROPOSAL
2. PAGE - DESIGNATION OF SUB- CONTRACTORS
3� PAGE - BIDDER'S BOND
!� PAGE 9 - NON - COLLUSION AFFIDAVIT
5. PAGE 10 - CONTRACTOR'S FINANCIAL STATUS
THE DOCUMENTS SHALL BE AFFIXED WITH THE APPROPRIATE SIGNATURES AND TITLES OF THE PERSONS
SIGNING ON BEHALF OF THE BIDDER. FOR CORPORATIONS, THE SIGNATURES OF THE PRESIDENT OR VICE
PRESIDENT AND SECRETARY OR ASSISTANT SECRETARY ARE REQUIRED AND THE CORPORATE SEAL SHALL BE
AFFIXED TO ALL DOCUMENTS REQUIRING SIGNATURES. IN THE CASE OF A PARTNERSHIP, THE SIGNATURE
OF AT LEAST ONE GENERAL PARTNER IS REQUIRED.
ALL BIDS ARE TO BE COMPARED ON THE BASIS OF THE ENGINEER'S ESTIMATE. THE ESTIMATED QUANTI-
TIES ARE APPROXIMATE ONLY BEING GIVEN SOLELY AS A BASIS FOR THE COMPARISON OF BIDS.
NO BID WILL BE ACCEPTED FROM A CONTRACTOR WHO HAS NOT BEEN - LICENSED IN ACCORDANCE WITH THE
PROVISIONS OF CHAPTER 9, DIVISION III OF BUSINESS AND PROFESSIONS' CODE. THE CONTRACTOR
SHALL STATE HIS LICENSE NUMBER AND CLASSIFICATION IN THE PROPOSAL.
PLANS, SPECIAL PROVISIONS: AND CONTRACT DOCUMENTS MAY BE OBTAINED AT THE PUBLIC WORKS DE-
PARTMENTP CITY HALLS NEWPORT BEACKI CALIFORNIAN AT NO COST TO LICENSED CONTRACTORS. A NON-
REFUNDABLE CHARGE OF $2.00 WILL BE REQUIRED FOR EACH SET OF PLANS2 SPECIAL PROVISIONS3 AND
CONTRACT DOCUMENTS FOR OTHERS THAN LICENSED CONTRACTORS. IT IS REQUESTED THAT THE PLANS AND
SPECIAL PROVISIONS BE RETURNED WITHIN 2 WEEKS AFTER THE BID OPENING.
A NON - REFUNDABLE CHARGE OF $2.00 WILL BE REQUIRED FOR EACH SET OF CITY OF NEWPORT BEACH
STATNDARD SPECIFICATIONS.
THE CITY OF NEWPORT BEACH RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS AND TO WAIVE ANY
INFORMALITY IN SUCH BIDS.
!N ACCORDANCE WITH THE PROVISIONS OF SECTION 1770 OF THE LABOR CODE2 THE CITY COUNCIL OF
THE CITY OF NEWPORT BEACH HAS ASCERTAINED THE GENERAL PREVAILING RATE OF PER DIEM WAGES IN
THE LOCALITY IN WHICH THE WORK IS TO BE PERFORMED FOR EACH CRAFT OR TYPE OF WORKMAN OR
MECHANIC NEEDED TO EXECUTE THE CONTRACT AND HAS SET FORTH THESE ITEMS IN RESOLUTION N0. 6519.
A COPY OF SAID RESOLUTION IS AVAILABLE IN THE OFFICE OF THE CITY CLERK IN THE CITY OF NEWPORT
BEACH.
Any classification omitted herein shall be the prevailing craft rate.
Overtime, Sunday and Holiday rates are at prevailing craft rates.
' CITY OF NEWPORT BEACH, CALIFORNIA
' Laura Lagios, City Clerk
I
'
Page lb
'
The following is the schedule of prevailing wage rates,
list of classifications. Together with the information included
1966 -67, for
in the
a selective
Resolution
No. 6519, this schedule is to be considered .a part of these
contract specifications.
Prevailing Wage Rates - 1966 -67
Classification (Selective Listing)
(5/1/66)
(5/1/67)
Carpenters
4.83
Cement Mason Journeyman
4,60
4.84
Laborers
General or Construction
3.70
3.85
Asphalt Raker & Ironer
3.91
4.06
Flagman
3.70
3.85
'
Guinea Chase
3.78
3.93
Laying of all non - metallic pipe
4.01
4.16
Tunnel Classifications
Vibratorman, Jack Hammer, Pneumatic Tools
(except driller)
4.315
4.4445
Operating Engineers
Oiler and signalman (Group 1)
(7/1/66)
4.38
(7/1/67)
4.53
Skiploader (Less 4/5 yd.) (Group 2)
4.62
4.77
Rodman and Chainman (Group 3)
4,86
5.01
Instrumentman (Group 4)
4.97
5.12
Grade Checker (Group 5)
5.16
5.31
Pavement - breaker operator (Group 5)
5<16
5.31
'
Grade -all operator (group 6)
5.26
5.41
Teamsters
(5/1/66)
5/1/67)
Dump Truck Driver (Less than 4 yes)
4.35
4.50
Water truck driver (2500 gal.to 4000 gal)
4,53
4.68
Building and Construction trades
(5/1/66)
(5/1/67)
Bricklayer & Stone Mason
5.15
5.15
Electrician
(7/1/66)
(7/1/67)
Journeyman Wireman
6,11
6.55
(4/28/66)
'
Lather
4,765
Painters
(7/1/66)
(7/1/67)
Journeyman - spray
5.22
5,33
'
Pipe trades
Plumber
5.55
5.64
Any classification omitted herein shall be the prevailing craft rate.
Overtime, Sunday and Holiday rates are at prevailing craft rates.
' CITY OF NEWPORT BEACH, CALIFORNIA
' Laura Lagios, City Clerk
I
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
PROPOSAL
FOR
IRVINE AVENUE - TUSTIN AVENUE
RECONSTRUCTION
' BID ITEMS OF WORK
APPROXI-
MATE ITEMS WITH UNIT PRICE UNIT
ITEM QUANTITY WRITTEN IN WORDS PRICE AMOUNT
IA. 7,246 Asphalt Concrete, for the price
Tons of Fives dnllare thirty -
five cents Per Ton. $ 5.35 $38,766.10
6. 18 Asphalt Concrete Driveways,
S.Y. for the price of gvg
Dollars fifty Gents Per S.Y. $ 5.50 $ 99.00
7. 1,316 Concrete Curb and Gutter, Type
L.F. A -2, (8 "CF), for the price of
nna dnllar ninaty -fiva rantc
per L.F. $ 1,95
-1-
$ 2,566.20
1B.
15,323
Aggregate Base,.for the price
Tons
of T o dollars bweniry.-
'
fiva Copts per
Ton.
$
2.25
$34,476.75
1C.
33,632
7" Lime Treated Sub -base,
for
S.Y.
the price of
'
Thirty -fiva c ®nts per
S.Y.
$
.35
$11,771.20
1D.
316
Granulated Quick -Lime, for
the
Tons
price of Taanty-pina dollars
'
Forty cants per
Ton.
$29,40
$ 9,290.40
2.
4,132
Concrete Sidewalk, for the
S.F.
price of
S.F.
$
$
per
.36
1,487.52
3.
7,988
Concrete Curb and Gutter,
Type
L.F.
A -1, (6 "CF), for the price
of
One dollar sevent3r —senl-
.per
L.F.
$
1,70
$13,579.60
6. 18 Asphalt Concrete Driveways,
S.Y. for the price of gvg
Dollars fifty Gents Per S.Y. $ 5.50 $ 99.00
7. 1,316 Concrete Curb and Gutter, Type
L.F. A -2, (8 "CF), for the price of
nna dnllar ninaty -fiva rantc
per L.F. $ 1,95
-1-
$ 2,566.20
17. 1,422 Concrete Median 3" thick, for
S.F. the price of
_ ThirtV-covan rantc per S.F. $ .37 $ 526.14
........
ITEM
APPROXI_
...... MATE
QUANTITY
• ITEMS WITH UNIT PRICE
WRITTEN IN WORDS
UNIT
PRICE
AMOUNT
'
8.
3,377
Concrete Curb and Gutter, Type
�twonty rants per L.F.
L.F.
A (8" CF), for the price of .
$ 5,860.40
'
I
One dollar seventy-
five cents per L.F.
$ 1.75
$
5,907.75
V.
1,249
Concrete Drive Approach, for
Each
L =28' for the price of One thousand
S.F.
the price of
one hundred sixty dnllars each.
$
$1,160.00
Fifty -seven cents per S.F.
$ .57
$
711.93
'
20. 1
Catch Basin (L.A.C.F.C.D. 2 -D170)
Each
11.
18
Adjust Existing Manhole, Frame
'
for the price of Ones thnusand
Each
and Cover, for the price of
nne hundred fifty dnllars each.
'
1,150.00
$1,150.00
Sixty -five dollars
65.00
1,170.00
each.
$
$
12.
12
Adjust Water Main Gate Valve
Each
Frame and Cover, for the price
'
of Twenty -five dollars
each.
25.00
$
$
300.00
13.
884
Concrete Cross Gutter, for the
S.F.
price of
Saven y -eight rents per S.F.
$ .78
$
689.52
14.
3
Relocate Existing Fire Hydrant,
Each
for the price of Two hundred
Ten dollars each.
$
$
210.00
630.00
15.
38
Asphalt Concrete Berm, for the
'
L.F.
price of Three dollars
per L.F.
$ 3.00
$
114.00
17. 1,422 Concrete Median 3" thick, for
S.F. the price of
_ ThirtV-covan rantc per S.F. $ .37 $ 526.14
-2_ .
18. 1,127
8" A.C. Perforated Under Drain
L.F.
for the price of Fives dnllars_
�twonty rants per L.F.
$
5.20
$ 5,860.40
'
19. 1
Catch Basin (L.A.C.F.C.D. 2 -D163)
Each
L =28' for the price of One thousand
'
one hundred sixty dnllars each.
$
$1,160.00
1,160.00
20. 1
Catch Basin (L.A.C.F.C.D. 2 -D170)
Each
3 Grate with Local Depression,
'
for the price of Ones thnusand
nne hundred fifty dnllars each.
$
1,150.00
$1,150.00
-2_ .
APPROXI- 9 0
MATE ITEMS WITH UNIT PRICE UNIT
ITEM QUANTITY WRITTEN IN WORDS PRICE AMOUNT
21. 1 Catch Basin (L.A.C.F.C.D. 2 -D170)
Each 3 Grate, for the price of
One thnusand one hundred
fifty rin1lars each. $ 1,150.00 $ 1,150.00
. 22.
1
Catch Basin (L.A.C.F.C.D. 2 -D170)
Each
2 Grate, for the price of
Eight hundred seventy_
five each.
$
875.00
$
875.00
23.
4
Catch Basin (L.A.C.F.C.D. 2 -D162)
Each
L =7', for the price of
Civ hiindrAd fifty rin1lar-
650.00
2,600.00
each.
$
$
24.
1
Catch Basin (Orange County) W =28',
'
for the price of
nnc thnimand two h1mr1rad each.
$
$
'
25.
1
sivty/do11arc
Catch Basin (Orange County) with
i
9rn nn
1.260 00
Each
local depression (Or. Co. Std.
307) W =281, for the price of_
Nine lwadred cevent�t -five
rIn]larc each.
$
975.00
$
975.00
26.
5
Catch Basin (L.A.C.F.C.D. 2 -D160)
Each
W =3'611,
for the price of Five hundred
'
twenty dollars each.
$
520.00
$
2,600.00
1 27.
4
Manhole No. 1 (L.A.C.F.C.D.
Each
2 -D102) "L" as shown, for the
price of Five hundred
'
eighty dollars each.
$
580.00
$
2,320.00
28.
112
15" Reinforced Concrete Pipe,
'
L.F.
1500D, for the price of
Nine dollars
9.00
1,008.00
per L.F.
$
29.
82
15" Reinforced Concrete Pipe,
'
L.F.
2000D, for the price of
Nine dollars
9.00
738.00
per L.F.
$
$
'
-3
i ,
APPROXI- • •
MATE ITEMS WITH UNIT PRICE UNIT
ITEM QUANTITY WRITTEN IN WORDS PRICE AMOUNT
30. 707 18" Reinforced Concrete Pipe,
L.F. 1850D, for the price of Tan
dollars cavanty -five cant!per L.F. $ 10.75 $ 7,600.25
-4-
31. 75
21" Reinforced
Concrete Pipe,
'
L.F.
1200D, for the
price of Tan
✓
L.F.
dollars savanty
-five cantger L.F. $ 10.75 $ 806.25
'
32. 185
24" Reinforced
Concrete Pipe,
$ 9,409.00
L.F.
1200D, for the
price of
'
(;jxtaan dnllars
per L.F. $ 16.00 $ 2,960.00
-4-
33. 54
27' Reinforced
Concrete Pipe,
'
L.F.
2100D, for the
price of
✓
L.F.
Twanty_thrPP Hnjlarc
per L.F. $ 23.00 $ 1,242.00
'
34. 383
30' Reinforced
Concrete Pipe,
$ 9,409.00
L.F.
2150D, for the
price of
'
Twanty_twn dollars
per L.F. $ 22.00 $ 8,426.00
-4-
35.
388
42" Reinforced Concrete Pipe,
✓
L.F.
1000D, for the price Of Twanty-
FnjLrdnllarq twanty=fiva per L.F.
$
24.25
$ 9,409.00
rants
36.
760
42" Reinforced Concrete Pipe,
L.F.
1800D, for the price of Thirty
dnllars fifty rants per L.F.
$ .
30.50
$ 23,180.00
37.
42
48" Reinforced Concrete.Pipe,
'
L.F.
1600D, for the price of Twanty-
ai0ht dnllarc fifty rantsper L.F.
$
28.50
$ 1,197.00
38.
Lump
Construct Reinforced Concrete
Sum
Box, 84" RCP (1100D), outlet
structure, and Rip -Rap, for the
Lump Sum price of
Thirtncn thnueand twn-
hundrad
$ 13,200.00
$ 13,200.00
39.
8
Construct 2" Water Service, for
Each
the price of
Thrace hundrad fives dnllarc
each.
$
305.00
$ 2,440.00
-4-
i
'.
APPROXI-
MATE
ITEMS WITH UNIT PRICE
UNIT
ITEM
QUANTITY
WRITTEN IN WORDS
PRICE
AMOUNT
i
40.
7
Construct 8" A.C. Water Lateral,
!.
Each
8" Gate Valve, and Plug, for the
price of
del
$ 695.00
$ 4,865.00
-'m"°"dped - '"nett' }4e-
each.
41.
500
Construct 8" VCP Sewer Lateral
L.F.
and Stopper, for the price of
'
Seven dollars thirty -five cents
7.35
3,675.00
per L.F.
$
$
'
42.
1
Relocate Existing Street Light
Each
and Underground Conduit, for
'
the price of
Fiva hundred dnllars each.
$ 500.00
$ 500.00
43.
Lump
Clearing and Grubbing, for the
Sum
Lump Sum-price of
$ 26,500.00 $ 26,500.00
44. 19,400 Excavation, for the price of_
C.Y.
Fiahty -five cents per C.Y. $ .85 $ 16,490.00
45. 3,500 Imported Borrow Material,
C.Y. compacted cubic yards in place,
for the price of
Fiva cents per C.Y. $ .05 $ 175.00
46. 2 Sewer Manhole, for the price of
Each Thraa hundrad flftaan dnllars
each. $ 315.00 $ 630.00
-5-
APPROXI- 0 0
MATE ITEMS WITH UNIT PRICE UNIT
ITEM QUANTITY WRITTEN IN WORDS PRICE AMOUNT
SUB -TOTAL AMOUNT WRITTEN IN WORDS
FOR ITEMS 1 - 46
4eyeiRty eight del,a „a
ewe -:e-
$ $ 267,078.01
ALTERNATE #2 - REPLACES ITEMS 1B, C, D, 44 and 45.
1B. 29,012 Aggregate Base, for the price
Tons of Two dollars thirty -
,qix rents per Ton. $ 2.36 $ 68,468.32
44. 26,500 Excavation, for the price of
C.Y.
Fights r,ents per C. Y. $ .80 $ 21,200.00
ALTERNATE #2 SUB -TOTAL AMOUNT
WRITTEN IN WORDS
Eighty -nine thousand
Six hundred sixty -eight
dgllars thirty -two cents.
$ $ 89,668.32
194,874.66
284,542.98:.
-b-
PROPOSAL
FOR
IMPROVEMENT OF 23rd STREET BETWEEN
TUSTIN AVENUE AND IRVINE AVENUE
ITEM
QUANTITY
ITEM DESCRIPTION
UNIT
TOTAL
NO.
AND UNIT ---UNIT
PRICE-WRITTEN-IN-WORDS
PRICE
PRICE
101.
L. S.
Remove Existing A. C. Pavement and
Berms;
Excavate and Prepare Subgrade
@- Two thousand six hundred
Dollars
and
Cents
$ 2.600. 0
$ 2.600.00
Lump Sum
102.
617 L.F.
Remove Existing Concrete Curb and Gutter
@ NO
Dollars
and
Forty-
Cents
$ .45
$ 277.65
Per Linea oot
103.
11 Ea.
Remove Trees and Stumps
@ - Fifty -Fi oe - -- -
Dollars
and
Cents
$ 55.00
$ 605.00
. Per Each
104.
840 L.F.
Construct 8" A.C.P. Water Main
@ s;X
Dollars
and
Nn
Cents
$ 6.00
$ 5.040.00
Per Linea Foot
105.
4 Ea.
Furnish and Install 8" Gate Valve
@ Two hundred sixty"
Dollars
and
No
Cents
$ 26 0
$ 1,040.00
Per ac
106.
670 L.F.
Construct Concrete Curb and Gutter
Type A -2, Per Or. Co. Std. Plan 202
@ One
Dollars
and
Ninety
Cents
$____L95
$ 1,306.50
er Linea Foot
-7-
It • i
ITEM
NO.
QUANTITY
AND UNIT .
ITEM DESCRIPTION
UNIT PRICE WRITTEN IN'WORDS
UNIT
PRICE
TOTAL
PRICE
107.
420 L. F.
Construct Concrete Curb and Gutter, Type A
(6" curb face) Per CNB Std. - 102 -L
@ One
Dollars
and
�p yen _
Cents
$ 1.75
$ 735.00
'
Per Linea Foot
108.
L. S.
Construct P.C.C. Alley Approach (20'
Wide)
at Sta. 2 +43
'
@ Me hundred fourty
Dollars
and
nn
Cents
$ 41 0.00
$ 140.00
Lump Sum
109.
550 S.F.
Construct 6" thick P.C.C. Residential
Driveway Approach at Sta.0 +89, Sta.1 +05,
Sta.1 +76.50, and Sta. 4 +54.47
(Per Details on Sheet 14 of Plans)
t
@ Nn
Dollars
and
_
Cents
$ .58
$ 319.00
Per quare Foot .
'
110.
L. S.
Sawcut and Remove Existing Concrete
Sidewalk Section at Sta. 3 +10.20 and
Construct New P.C.C. Steps (Per Detail
on Sheet 14 of Plans)
@ Two hundred thirty -five
Dollars
and
No
Cents
$ 235.00
$ 235.00
Lump Sum
'
111.
1,350
Tons
Construct Aggregate Base
@ Two
Dollars
and
TwUr _
Cents
$ 2.25
$ 3,037.50
Ton
112.
500
Construct Asphalt Concrete Pavement
'
Tons
@ Five
Dollars
Thar y-five
and
Cents
$ 5.35
$ 2,675.00
Per Ton
'
I
' ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL
NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE
113. 3 Ea. Adjust Existing Manhole Frame and
Cover to Grade
@
Sixty-five Dollars
and
No Cents $ 65.00 $ 195.00
Per Each
114. 2 Ea. Adjust Existing Under -drain Clean -out
' Cover and Frame to Grade
@ Fifty -five Dollars
and
'HO-Per Each Cents $ 55.00 $ 110.00
' 115. L. S. Relocate Existing Under -drain Clean -
out and Remove 105' of Existing 8" A.C.
Perforated Under -drain Pipe
@ Three hundred twenty -five Dollars
and
No Cents $ 325.00 $ 325.00
Lump Sum
SUB -TOTAL PRICE WRITTEN IN WORDS
' (Bid Items 101 through 115)
Eighteen thousand six hundred fourty Dollars TOTAL
' and
Sixty-five Cents $ 18,640.65
GRAND TOTAL PRICE WRITTEN IN WORDS
' (Bid Items 1 - 115)
Two hundred eighty -five thousand seven hundred eighte®onllars GRAND TOTAL
1 — and
sixty -six Cents $ 285,718.66
' Alternate 2
GRAND TOTAL PRICE WRITTEN IN WORDS
(Bid Items 1 - 115)
Three hundred three thousand one hundred eighty-threEDol Jars GRAND TOTAL
' and
sixty -three Cents $ 303,183.63
2/7/67 • •
ALL BIDS ARE TO BE COMPUTED ON THE BASIS OF THE GIVEN ESTIMATED QUANTITIES OF WORK,
AS INDICATED IN THIS PROPOSAL, TIMES THE UNIT PRICE AS SUBMITTED BY THE BIDDER. IN CASE
OF A DISCREPANCY BETWEEN WORDS AND FIGURES, THE WORDS SHALL PREVAIL. IN CASE OF AN ERROR
IN THE EXTENSION OF A UNIT PRICE, THE CORRECTED EXTENSION SHALL BE CALCULATED AND THE BIDS
' WILL BE COMPUTED AS INDICATED ABOVE AND COMPARED ON THE BASIS OF THE CORRECTED TOTALS.
THE ESTIMATED QUANTITIES OF WORK INDICATED IN THIS PROPOSAL ARE APPROXIMATE ONLY,
' BEING GIVEN SOLELY AS A BASIS FOR COMPARISON OF BIDS.
THE UNDERSIGNED HAS CHECKED CAREFULLY ALL OF THE ABOVE FIGURES AND UNDERSTANDS THAT
' THE CITY WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS ON THE PART OF THE UNDERSIGNED
IN MAKING UP THIS BID.
THE UNDERSIGNED AGREES THAT IN CASE OF DEFAULT IN EXECUTING THE REQUIRED CONTRACT
WITH NECESSARY BONDS WITHIN TEN (IO) DAYS, NOT INCLUDING SUNDAY, AFTER HAVING RECEIVED
NOTICE THAT THE CONTRACT IS READY FOR SIGNATURE, THE PROCEEDS OF CHECK OR BOND ACCOMPANY-
ING THIS BID SHALL BECOME THE PROPERTY OF THE CITY OF NEWPORT BEACH.
LICENSED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF CALIFORNIA PROVIDING FOR
THE REGISTRATION OF CONTRACTORS, LICENSE NO. 246149 CLASSIFICATION A
' ACCOMPANYING THIS PROPOSAL IS Bid Bond - - -
CASHy CERTIFIED CHECK, CASHIER °S CHECK OR BOND
IN AN AMOUNT NOT LESS THAN IO PERCENT OF THE TOTAL BID PRICE.
' THE UNDERSIGNED IS AWARE OF THE PROVISIONS OF SECTION 3700 OF THE LABOR CODE WHICH
REQUIRE EVERY EMPLOYER TO BE INSURED AGAINST LIABILITY FOR WORKMEN'S COMPENSATION OR TO
' UNDERTAKE SELF - INSURANCE IN ACCORDANCE WITH THE PROVISIONS OF THAT CODE, AND AGREES TO
COMPLY WITH SUCH PROVISIONS BEFORE COMMENCING THE PERFORMANCE OF THE WORK OF THIS CONTRACT.
' 514 -8610 __.._ /�) m arY Construstien Ge , Fns
PHONE NUMBER t BIDDERS NAME
(SEAL)
' 7une 4. 1968 (s)Car]+n,L A Dcut
DATE AUTHORIZED -SIGNATURE
' Carlton A. Post
I
11
P_0_ Box F_A_
AUTHORIZED (GNAT URE
Gordon E. McGrew
Garden Grnve, Calif rnr
BIDDER'S ADDRESS YPE OF ORGANIZATION
(INDIVIDUAL, CORPORATION, CO- PARTNERSHIP)
LIST BELOW NAMES OF PRESIDENT, SECRETARY, TREASURER AND MANAGER IF A CORPORATION,
AND NAM -LS OF ALL CO-PARTNERS IF A CO- PARTNERSHIP:
PAGE 3
I
DESIGNATION OF SUB - CONTRACTORS
' THE UNDERSIGNED CERTIFIES THAT HE HAS USED THE SUB -BIDS OF THE FOLLOWING
LISTED CONTRACTORS IN MAKING UP HIS 610 AND THAT THE SUB - CONTRACTORS LISTED
WILL BE USED FOR THE WORK FOR WHICH THEY BIDS SUBJECT TO THE APPROVAL OF
' THE CITY ENGINEER, AND IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE
SPECIFICATIONS. NO CHANGE MAY BE MADE IN THESE SUB- CONTRACTORS EXCEPT UPON
THE PRIOR APPROVAL OF THE ENGINEER.
ITEM OF WORK SUB- CONTRACTOR ADDRESS
t Mark Construction Co.. Inc.
BIDDERS NAME
I(s) Carlton A. Post
AUTHORIZED SIGNATURE
Corporation
' TYPE OF ORGANIZATION
(INDIVIDUALS COPARTNERSHIP OR CORPCRATION)
P.O. Rnx F.A_
' Garden GrovP_ California
ADDRESS
I. Dale Casada fnnct_ Co- - Pipp Wnrk Anahaim
'
2. f,_ I. Kollar fn_ - Ennrreta Orangp
3• F_ O_ ,Inhnsnn Cn. - Flartrical Anahaim
'
4.
5•
6.
7.
8.
'
9•
'.
10.
11.
12.
t Mark Construction Co.. Inc.
BIDDERS NAME
I(s) Carlton A. Post
AUTHORIZED SIGNATURE
Corporation
' TYPE OF ORGANIZATION
(INDIVIDUALS COPARTNERSHIP OR CORPCRATION)
P.O. Rnx F.A_
' Garden GrovP_ California
ADDRESS
STATES FOR THE PAYMENT OF WHICH SUM WELL AND TRULY TO BE MADE, WE BIND OURSELVES,
JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS.
THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH,
THAT IF THE PROPOSAL OF THE ABOVE BOUNDEN PRINCIPAL FOR THE CONSTRUCTION OF
IN TiIE CITY OF NEWPORT BEACH, IS ACCEPTED BY THE CITY COUNCIL OF SAID CITY, AND IF THE
ABOVE BOUNDEN PRINCIPAL SHALL DULY ENTER INTO AND EXECUTE A CONTRACT FOR SUCH CONSTRUC-
TION AND SHALL EXECUTE AND DELIVER THE TWO (2) BONDS DESCRIBED IN THE "NOTICE INVITING
BIDS" WITHIN TEN (IO) DAYS NOT INCLUDING SATURDAY AND SUNDAY).FROM THE DATE OF THE
MAILING OF A NOTICE TO THE ABOVE BOUNDEN PRINCIPAL BY AND FROM SAID CITY OF NEWPORT
BEACH THAT SAID CONTRACT IS READY FOR EXECUTION, THEN THIS OBLIGATION SHALL BECOME NULL
AND VOID; OTHERWISE IT BEANO REMAIN IN FULL FORCE AND EFFECT, AND THE AMOUNT SPECIFIED
HEREIN SHALL BE FORFEITED TO THE SAID CITY.
IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL,
IT IS AGREED THAT THE DEATH OF ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM
ITS OBLIGATIONS UNDER THIS BOND.
IN WITNESS WHEREOF, WE HEREUNTO SET OUR HANDS AND SEALS THIS DAY OF
19
CORPORATE SEAL (IF CORPORATION)
PRINCIPAL
(ATTACH ACKNOWLEDGEMENT OF
ATTORNEY IN FACT)
URETY
' TITLE
"FOR ORIGOL COPY SEE
CITY CLERK'S FILE Ce"
PAGE
'
BIDDER'S BOND
TO ACCOMPANY PROPOSAL
KNOW ALL MEN BY THESE PRESENTS,
'
THAT WE,
, AS PRINCIPAL,
AND
,
AS SURETY, ARE HELD
AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, CALIFORNIA, IN THE
SUM OF
DOLLARS \$
�, LAWFUL MONEY
OF THE UNITED
STATES FOR THE PAYMENT OF WHICH SUM WELL AND TRULY TO BE MADE, WE BIND OURSELVES,
JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS.
THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH,
THAT IF THE PROPOSAL OF THE ABOVE BOUNDEN PRINCIPAL FOR THE CONSTRUCTION OF
IN TiIE CITY OF NEWPORT BEACH, IS ACCEPTED BY THE CITY COUNCIL OF SAID CITY, AND IF THE
ABOVE BOUNDEN PRINCIPAL SHALL DULY ENTER INTO AND EXECUTE A CONTRACT FOR SUCH CONSTRUC-
TION AND SHALL EXECUTE AND DELIVER THE TWO (2) BONDS DESCRIBED IN THE "NOTICE INVITING
BIDS" WITHIN TEN (IO) DAYS NOT INCLUDING SATURDAY AND SUNDAY).FROM THE DATE OF THE
MAILING OF A NOTICE TO THE ABOVE BOUNDEN PRINCIPAL BY AND FROM SAID CITY OF NEWPORT
BEACH THAT SAID CONTRACT IS READY FOR EXECUTION, THEN THIS OBLIGATION SHALL BECOME NULL
AND VOID; OTHERWISE IT BEANO REMAIN IN FULL FORCE AND EFFECT, AND THE AMOUNT SPECIFIED
HEREIN SHALL BE FORFEITED TO THE SAID CITY.
IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL,
IT IS AGREED THAT THE DEATH OF ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM
ITS OBLIGATIONS UNDER THIS BOND.
IN WITNESS WHEREOF, WE HEREUNTO SET OUR HANDS AND SEALS THIS DAY OF
19
CORPORATE SEAL (IF CORPORATION)
PRINCIPAL
(ATTACH ACKNOWLEDGEMENT OF
ATTORNEY IN FACT)
URETY
' TITLE
No..1.4198 -12- 6017 -68
PUBLIC WORKS
LABOR AND MATERIAL BOND
KNOW ALL MEN BY THESE PRESENTS:
$,142,859...33. , .. , .
That we ...... ...........................MARK CONSTRUCTION COMPANY, INC.
.. ...............................
......................................................................................... ...............................
as Principal, and UNITED STATES FIDELITY AND GUARANTY COMPANY, a Corporation organized and existing under the laws of the State of Mary-
land and authorized to transact surety business in the State of California, as Surety, are held and firmly bound unto ........................
.................... ...........................CITY OF. NEWPORT. BEACH. I ....... I ..................... , as Obligee,
in the sum of.ONE HUNDRED. FORTY -TWO. THOUSAND.,. EIGHT. HUNDRED. FIFTY- NINE — —
Dollars ($ 142,859.33** ), lawful money of the United States of America, for the payment whereof, well and truly to be made,
we hereby bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that whereas the above - bounden Principal has been awarded and has entered
into a contract, dated......... JUNE 13, .1968 . , .... . , . , , . , , .. with .................... .
CITY OF NEWPORT BEACH
............. .. .......................... .
to do and perform the following work, to -wit:
IMPROVEMENT OF IRVINE— TUSTIN AVENUE, FROM 22ND STREET
TO UNIVERSITY DRIVE, AND IMPROVEMENT OF 23RD STREET,
FROM IRVINE AVENUE TO TUSTIN AVENUE; CONTRACT NO. 1112
as will more fully appear in said contract, reference to which is hereby made.
NOW, THEREFORE, if the above - bounden Principal, or... _its ........ subcontractors, fail to pay for any materials, provisions,
provender or other supplies, or teams, implements or machinery used in, upon, for or about the performance of the work contracted to be
done, or for any work or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or
labor, the Surety hereon will pay for the same, in an amount not exceeding the sum specified in this Bond. In case suit is brought upon this
Bond, Surety will pay a reasonable attorney's fee, to be fixed by the Court. This Bond is executed pursuant to the provisions of Chapter 3
of Division 5, Title 1, Government Code of the State of California, and shall inure to the benefit of any and all persons entitled to file claims
under Section 1192.1 of the Code of Civil Procedure, so as to give a right of action to them or their assigns in any suit brought upon this
Bond.
Witness our hands and seals this ..... ...... 13TH .......... ...... ..day of.......... JUNE......................
Premium for this BondCAS
Included in Performance Bond
MARK CONSTRUCTION COMPANYr INC.
.... ............................... ...................
BY- ....�............�.�-r�+•.. m'a ...........
Principal
UNITED STATES FIDELITY AND GUARANTY COMPANY
By.....:21 �•y-.� L�.}�.ti . .�.�.t�..:..: -.. .
MAR LYNN iy ELER — Attorney- iii4id
Contract 239 (California) (7-62)
ATTORNEY -IN -FACT AFFIDAVIT
STATE OR COMMONWEALTH OF___q4LIF0RNIA _
COUNTY OR CITY OF___2RANGE -------------------- ss:
Before me, a Notary Public, personally came_ ______MARILYNN WHEELER
known to me, and known to be the Attorney -in -Fact of United States Fidelity and Guaranty Company, a
Maryland Corporation, which executed the attached bond as surety, who deposed and said that his signa-
ture and the corporate seal of said United States Fidelity and Guaranty Company were affixed by order
and authority of said Company's Board of Directors, and that the execution of the attached bond is the
free act and deed of United States Fidelity and Guaranty Company.
Given under my hand and seal this____._.__13TH
iY4 iw�^.4e aC _
� `RRp�ta4 SEk!
1 0 N�� �
EDa ^FYti0 f pFj
My Commission expakea
[ � Jna a7s 19-67) 4 flR Corn- -' E - -- .9 ! 19i2
19__ 68_.
�M
i
i
LABOR AND MATERIAL BOND
PAGE 5
KNOW ALL MEN BY THESE PRESENTS, THAT
' WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA,
BY MOTION ADOPTED •Lena 1f1 196R
' HAS AWARDED TO Mark Construction CO.. In r. �
HEREINAFTER DESIGNATED AS THE ''PRINCIPAL' ', A CONTRACT FOR Contract 1112
Improvement of Irvine /Tustin Avenue from 22nd Street to University Drive
Improvement of 23rd Street from Irvine Avenue to Tustin Avenue
' IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFI-
CATIONS AND OTHER CONTRACT DOCUMENTS ON FILE IN THE OFFICE OF THE CITY CLERK.
' SAID SUM BEING ONE -HALF OF THE ESTIMATED AMOUNT PAYABLE BY THE CITY OF NEWPORT
BEACH UNDER THE TERMS OF THE CONTRACT, FOR WHICH PAYMENT WELL AND TRULY TO BE MADE
WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND ADMINISTRATORS, SUCCESSORS OR ASSIGNS,
' JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS.
THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE PERSON OR His SUBCON-
TRACTORS, FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER, OR OTHER SUPPLIES,
' OR TEAMS, 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, THAT THE
SURETY OR SURETIES WILL PAY FOR THE SAME, IN AN AMOUNT NOT EXCEEDING THE SUM SPECI-
FIED IN THE BOND, AND ALSO, IN CASE SUIT IS BROUGHT UPON THE BOND, A REASONABLE
1A,TTORNEY fS FEE, TO BE FIXED BY THE COURT, AS REQUIRED BY THE PROVISIONS OF SECTION
' 4204 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA.
.1
A
WHEREAS, SAID PRINCIPAL HAS EXECUTED OR
15 ABOUT TO EXECUTE SAID CONTRACT AND
1
THE TERMS THEREOF REQUIRE
THE FURNISHING
OF
A BOND WITH SAID CONTRACT, PROVIDING
THAT IF SAID PRINCIPAL OR
ANY OF HIS
OR ITS
SUBCONTRACTORS, SHALL FAIL TO PAY FOR
ANY MATERIALS, PROVISIONS,
PROVENDER,
OR OTHER
SUPPLIES OR TEAMS 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, '..E
'
AS PRINCIPAL, HEREINAFTER
DESIGNATED
AS THE
CONTRACTOR AND
AS SURETY, ARE HELD FIRMLY
BOUND UNTO
THE CITY
OF NEWPORT BEACH, IN THE SUM OF
DOLLARS ($ ),
' SAID SUM BEING ONE -HALF OF THE ESTIMATED AMOUNT PAYABLE BY THE CITY OF NEWPORT
BEACH UNDER THE TERMS OF THE CONTRACT, FOR WHICH PAYMENT WELL AND TRULY TO BE MADE
WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND ADMINISTRATORS, SUCCESSORS OR ASSIGNS,
' JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS.
THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE PERSON OR His SUBCON-
TRACTORS, FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER, OR OTHER SUPPLIES,
' OR TEAMS, 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, THAT THE
SURETY OR SURETIES WILL PAY FOR THE SAME, IN AN AMOUNT NOT EXCEEDING THE SUM SPECI-
FIED IN THE BOND, AND ALSO, IN CASE SUIT IS BROUGHT UPON THE BOND, A REASONABLE
1A,TTORNEY fS FEE, TO BE FIXED BY THE COURT, AS REQUIRED BY THE PROVISIONS OF SECTION
' 4204 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA.
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PAGE 6
' (LABOR AND MATERIAL BOND - CONTINUED)
THIS BOND SHALL INURE TO THE BENEFIT OF ANY AND ALL PERSONS, COMPANIES, AND CORPOR-
ATION ENTITLED TO FILE CLAIMS UNDER SECTION 1192.1 OF THE CODE OF CIVIL PROCEDURE
SO AS TO GIVE A RIGHT OF ACTION TO THEM OR THEIR ASSIGNS IN ANY SUIT BROUGHT UPON
' THIS BOND, AS REQUIRED BY THE PROVISIONS OF SECTION 4205 OF THE GOVERNMENT CODE OF
THE STATE OF CALIFORNIA.
' AND THE SAID SURETY, FOR VALUE RECEIVED, HEREBY STIPULATES AND AGREES THAT NO CHANGE,
EXTENSION OF TIME, ALTERATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACT OR TO THE
WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE SAME SHALL
IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BOND, AND IT DOES HEREBY WAIVE NOTICE OF
ANY SUCH CHANGE, EXTENSION OF TIME, ALTERATIONS OR ADDITIONS TO THE TERMS OF THE
CONTRACTOR OR TO THE WORK OR TO THE SPECIFICATIONS.
' IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL, IT
IS AGREED THAT THE DEATH OF ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM
ITS OBLIGATIONS UNDER THIS BOND.
' IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL
SURETY ABOVE NAMED, ON THE DAY OF , 196
(SEAL)
APPROVED AS TO FORM:
CITY ATTORNEY
THIS BOND WAS APPROVED BY THE CITY COUNCIL
OF THE CITY OF NEWPORT BEACH BY MOTION ON
DATE
ATTEST:
CITY CLERK
(SEAL)
(SEAL)
CONTRACTOR
URETY
(SEAL)
(SEAL)
(SEAL)
..�p(IJIYAti3O
GUARANTY
UNITED STATES FIDFLITY'AN."'i,
(A Sfock'iompaiiO
No.. 1.41.98.-1.2-.60.17.-68
PUBLIC WORKS
PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS:
COMPANY
That we .............................. MARK CONSTRUCTION COMPANY, INC.
.......................... ...............................
.. ..... ........................ . ............................................................................ I ........ .... .:::
as Principal, and UNITED STATES FIDELITY AND GUARANTY COMPANY, a Ccnoration organized and existing under the laws of the State of
Maryland and authorized to transact surety business in the State of California, as Surety, are held and firmly bound unto ..............
r
CITY OF NEWPORT BEACH
........................................... ............................... as Obligee,
in the sum of. .W. HUNDRED. l 1Q9 .. HUNDRED, FIFTY7N.XNE,AND.33.[LOQ.
Dollars ($ 142,859.33** ), lawful money of the United States of America, for the payment whereof, well and truly to
be made, we hereby bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these
presents.
t:
SIGNED, sealed with our seals, and dated..... JUNE, 13, ,.1968 .........................
THE CONDITION of the foregoing obligation is such that, whereas the above bounden Principal has entered into a contract dated ..
JUNE .1. 3 1968 „with said Obligee to do and perform the following work, to-wit:
IMPROVEMENT OF IRVINE — TUSTIN AVENUE, FROM
22ND STREET TO UNIVERSITY DRIVE, AND
IMPROVEMENT OF 23RD STREET, FROM IRVINE
AVENUE TO TUSTIN AVENUE; CONTRACT NO. 1112
NOW, THEREFORE, if the above - bounden Principal shall well and truly perform, or cause to be performed, each and all of the require-
ments and obligations of said contract to be performed by said Principal, as in said contract set forth, then this bond shall be null and void;
otherwise it shall remain in full force and effect.
1,f?ROVED AS TO
S Q�
P (/ n for tliis Bon
Is $1,678.00 for Term
of Two Years
MARK, CONSTRUCTION, COMPANY,,, INC.,.............
BY:Qa?dL ........... ..
Principal
UNITED STATES FIDELITY AND GUARANTY COMPANY
By ... Mq'A
MARILYqN WHEELER - Attorney -in -fact
Contract 237 (Canfornis) (4.64) +'••
t
i
i
ATTORNEY -IN -FACT AFFIDAVIT
STATE OR COMMONWEALTH OF__ CALIFORNIA
COUNTY OR CITY OF,— ORANGE }ss:
Before me, a Notary Public, personally came __ ----- --- _M�ARILYNN WHEELER
known to me, and known to be the Attorney -in -Fact of United States Fidelity and Guaranty Company, a
Maryland Corporation, which executed the attached bond as surety, who deposed and said that his signa-
ture and the corporate seal of said United States Fidelity and Guaranty Company were affixed by order
and authority of said Company's Board of Directors, and that the execution of the attached bond is the
free act and deed of United States Fidelity and Guaranty Company.
Given under my hand_and zeaL
I
t
My Commission
' ]ud. 876 ("7)
OFFICIAL SEAL
FDi'A E =t' lli)J
s
e r, ,c ,FOrnrA ,
A
.N 1
expirga_
19 --- 68_.
PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS, THAT
0
PAGE 7
WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA,
BY MOTION ADOPTED June 10, 1968
HAS AWARDED TO Mark Construction Co..Tnc. ,
HEREINAFTER DESIGNATED AS THE "PRINCIPAL", A CONTRACT FOR Contract 1112
Improvement of Irvine /Tustin Avenue from 22nd Street to Universitv Drive
Improvement of 23rd from Irvine Avenue to Tustin Avenue
IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFI-
CATIONS AND OTHER CONTRACT DOCUMENTS NOW ON FILE IN THE OFFICE OF THE CITY CLERK
OF THE CITY OF NEWPORT BEACH.
WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND
THE TERMS THEREOF REQUIRE THE FURNISHING A BOND FOR THE FAITHFUL PERFORMANCE OF
SAID CONTRACT;
NOW, THEREFORE, WE,
AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE "CONTRACTOR", AND
AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF
OLLARS 0
SAID SUM BEING EQUAL TO 50% OF THE ESTIMATED AMOUNT OF THE CONTRACT, TO BE PAID TO
THE SAID CITY OR ITS CERTAIN ATTORNEY, ITS SUCCESSORS, AND ASSIGNS; FOR WHICH PAY-
MENT, WELL AND TRULY TO BE MADE, WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND AD -�
MINISTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRE-
SENTS.
THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE ABOVE BOUNDEN PRINCIPAL, HIS
OR ITS HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS, OR ASSIGNS, SHALL IN ALL THINGS
STAND TO AND ABIDE BY, AND WELL AND TRULY KEEP AND PERFORM THE COVENANTS, CONDITIONS
AND AGREEMENTS IN THE SAID CONTRACT AND ANY ALTERATION THEREOF MADE AS THEREIN PRO-
VIDED ON HIS OR THEIR PART, TO BE KEPT AND PERFORMED AT THE TIME AND IN THE MANNER
THEREIN SPECIFIED, AND IN ALL RESPECTS ACCORDING TO THEIR TRUE INTENT AND MEANING,
AND SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF NEWPORT BEACH, ITS OFFICERS AND
AGENTS, AS THEREIN STIPULATED, THEN THIS OBLIGATION SHALL BECOME NULL AND VOID;
OTHERWISE IT SHALL REMAIN IN FULL FORCE AND VIRTUE.
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PAGE 8
(PERFORMANCE BOND - CONTINUED)
AND SAID SURETY, FOR VALUE RECEIVED, HEREBY STIPULATES AND AGREES THAT NO CHANGE,
EXTENSION OF TIME, ALTERATION OR ADDITION TO THE TERMS OF THE CONTRACT OR TO THE
WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE SAME SHALL
IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BOND, AND IT DOES HEREBY WAIVE NOTICE
OF ANY CHANGE, EXTENSION OF TIME, ALTERATION OR ADDITION TO THE TERMS OF THE CON-
TRACT OR TO THE WORK OR TO THE SPECIFICATIONS.
IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL,
IT IS AGREED THAT THE DEATH ON ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY
FROM ITS OBLIGATIONS UNDER THIS BOND.
IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL AND
SURETY ABOVE NAMED, ON THE DAY OF , 196_
APPROVED AS TO FORM:
CITY ATTORNEY
(SEAL)
(SEAL)
(SEAL)
CONTRACTOR
SURETY
(SEAL)
(SEAL)
I
11
I
I
I
I
0
NON- COLLUSION AFFIDAVIT
0
PAGE 9
THE BIDDERS, BY ITS OFFICERS AND AGENTS OR REPRESENTATIVES PRESE`NY AT THE TIME OF
FILING THIS BID, BEING DULY SWORN ON THEIR OATHS SAYS THAT NEITHER THEY NOR ANY
OF THEM, HAVE IN ANY WAYS DIRECTLY OR INDIRECTLY, ENTERED INTO ANY ARRANGEMENT OR
AGREEMENT WITH ANY OTHER BIDDER, OR WITH ANY PUBLIC OFFICER OF SUCH CITY OF NEWPORT
BEACH WHEREBY SUCH AFFIANT OR AFFIANTS OR EITHER OF THEM, HAS PAID OR IS TO PAY TO
SUCH BIDDER OR PUBLIC OFFICER ANY SUM OF MONEYS OR HAS GIVEN OR IS TO GIVE TO SUCH
OTHER BIDDER OR PUBLIC OFFICER ANYTHING OF VALUE WHATEVER) OR SUCH AFFIANT OR AF-
FIANTS OR EITHER OF THEM HAS NOT DIRECTLY OR INDIRECTLY, ENTERED INTO ANY ARRANGE-
MENT OR AGREEMENT WITH ANY OTHER BIDDER OR BIDDERS, WHICH TENDS TO OR DOES LESSEN
OR DESTROY FREE COMPETITION IN THE LETTING OF THE CONTRACT SOUGHT FOR BY THE AT-
TACHED BIDS; THAT NO BID HAS BEEN ACCEPTED FROM ANY SUBCONTRACTOR OR MATERIALMAN
THROUGH ANY BID DEPOSITORY, THE BYLAWS, RULES OR REGULATIONS OF WHICH PROHIBIT OR
PREVENT THE CONTRACTOR FROM CONSIDERING ANY BID FROM ANY SUBCONTRACTOR OR MATERIAL -
MAN WHICH 15 NOT PROCESSED THROUGH SAID BID DEPOSITORY, OR WHICH PREVENT ANY SUB-
CONTRACTOR OR MATERIALMAN FROM BIDDING TO ANY CONTRACTOR WHO DOES NOT USE THE
FACILITIES OF OR ACCEPT BIDS FROM OR THROUGH SUCH BID DEPOSITORY; THAT NO INDUCE-
MENT OR ANY FORM OR CHARACTER OTHER THAN THAT WHICH APPEARS UPON THE FACE OF THE
BID WILL BE SUGGESTED, OFFERED, PAID OR DELIVERED TO ANY PERSON WHOMSOEVER TO
INFLUENCE THE ACCEPTANCE OF THE SAID BID OR AWARDING OF THE CONTRACTS NOR HAS TH.15
BIDDER ANY AGREEMENT OR UNDERSTANDING OF ANY KIND WHATSOEVER WITH ANY PERSON
WHOMSOEVER TO PAYS DELIVER TOE OR SHARE WITH ANY OTHER PERSON IN ANY WAY OR MANNER
ANY OF THE PROCEEDS OF THE CONTRACTS SOUGHT BY THIS BID.
SUBSCRIBED AND SWORN TO BEFORE ME BY
THIS 4th DAY OF
MY COMMISSION EXPIRES:
Wark Consirwatiop
Carlton A. Po
George G. Calhoun
Notary Public - California
Principal Office In
Orange County
(s) GanrgP G_ f.alhnun
NOTARY PUBLIC
I
"FOR ORIG& COPY SEE CITY CLERK's FILE C *'
PAGE 10
' BIDDER'S STATEMENT OF FINANCIAL RESPONSIBILITY
I
TECHNICAL ABILITY AND EXPERIENCE
' (THE BIDDER IS REQUIRED TO STATE WHAT WORK OF A SIMILAR CHARACTER TO THAT INCLUDED
IN THE PROPOSED CONTRACT HE HAS SUCCESSFULLY PERFORMED AND GIVE REFERENCE WHICH
WILL ENABLE THE CITY COUNCIL TO JUDGE HIS RESPONSIBILITY., EXPERIENCE, SKILL, AND
' BUSINESS STANDING.)
THE UNDERSIGNED SUBMITS HEREWITH A STATEMENT OF HIS FINANCIAL RESPONSIBILITY.
1
1
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II
(s) CArlton A. Post
SIGNED
Carlton A. Post
THE UNDERSIGNED
SUBMITS
BELOW A STATEMENT
OF THE WORK OF
SIMILAR CHARACTER TO THAT
I
INCLUDED IN THE
PROPOSED
CONTRACT WHICH HE
HAS SUCCESSFULLY
PERFORMED.
Mesa Verde Drive
City
of Costa Mesa
5158.000.00
Euclid Avenue
City
of Garden Grove
200,000.00
La Palma Ave.
City
of La Palma
110,000.00
College
Blvd.
City
of Brea
165,000.00
IState
Santiago Canyon
Rd.
State of Calif.
235,000.00
1
1
LJI
1
II
(s) CArlton A. Post
SIGNED
Carlton A. Post
N '
p
C O N T R A C T
THIS AGREEMENT, MADE AND ENTERED INTO THIS 2 U
BY AND BETWEEN THE CITY OF NEWPORT BEACH; CALIFORNIA,
• PAGE I I
DAY O FL
HEREINAFTER DESIGNATED AS THE
CITY, PARTY OF THE FIRST PART, AND Mark Construction Co., Inc.
HEREINAFTER DESIGNATED AS THE CONTRACTOR, PARTY OF, THE SECOND PART.
WITNESSETH; THAT THE PARTIES HERETO DO MUTUALLY AGREE AS FOLLOWS;
I. FOR AND IN CONSIDERATION OF THE PAYMENTS AND AGREEMENTS HEREINAFTER MENTIONED
TO BE MADE AND PERFORMED BY THE CITY, THE CONTRACTOR AGREES WITH THE CITY TO FURNISH
ALL MATERIALS AND LABOR FOR THE CONSTRUCTION OF
Improvement of Irvine /Tustin Avenue from 22nd Street to University Drive
Improvement of 23rd Street from Irvine Avenue to Tustin Avenue L Contract 1112
AND TO PERFORM AND COMPLETE IN A GOOD AND WORKMANLIKE MANNER ALL THE WORK PERTAINING
THERETO SHOWN ON THE PLANS AND SPECIFICATIONS THEREFOR; TO FURNISH AT HIS OWN PROPER
COST AND EXPENSE ALL TOOLS, EQUIPMENT, LABOR, AND MATERIALS NECESSARY THEREFOR, (EX-
CEPT SUCH MATERIALS, IF ANY, AS IN THE SAID SPECIFICATIONS ARE STIPULATED TO BE FUR-
' NISHED BY THE CITY), AND TO DO EVERYTHING REQUIRED BY THIS AGREEMENT AND THE SAID
PLANS AND SPECIFICATIONS.
' 2. FOR FURNISHING ALL SAID MATERIALS AND LABOR, TOOLS AND EQUIPMENT, AND DOING
ALL THE WORK CONTEMPLATED AND EMBRACED IN THIS AGREEMENT, ALSO FOR ALL LOSS AND DAMAGE
ARISING OUT OF THE NATURE OF THE WORK AFORESAID, OR FROM THE ACTION OF THE ELEMENTS,
OR FROM ANY UNFORESEEN DIFFICULTIES WHICH MAY ARISE OR BE ENCOUNTERED IN THE PROSECU-
TION OF THE WORK UNTIL ITS ACCEPTANCE BY THE CITY, AND FOR ALL RISKS OF EVERY DE-
SCRIPTION CONNECTED WITH THE WORK; ALSO, FOR ALL EXPENSES INCURRED BY OR IN CONSE-
QUENCE OF THE SUSPENSION OR DISCONTINUANCE OF WORK, EXCEPT SUCH AS IN SAID SPECIFI-
CATIONS ARE EXPRESSLY STIPULATED TO BE BORNE BY THE CITY; AND FOR WELL AND FAITHFULLY
COMPLETING THE WORK AND THE WHOLE THEREOF, IN THE MANNER SHOWN AND DESCRIBED IN THE
SAID PLANS AND SPECIFICATIONS, THE CITY WILL PAY AND THE CONTRACTOR SHALL RECEIVE IN
' FULL COMPENSATION THEREFORE THE LUMP SUM PRiCE, OR IF THE 811) IS ON THE UNIT PRICE
BASIS, THE TOTAL PRICE FOR THE SEVERAL ITEMS FURNISHED PURSUANT TO THE SPECIFICATIONS,
NAMED IN THE BIDDING SHEET OF THE PROPOSAL, AS THE CASE MAY BE.
' 3. THE CITY HEREBY PROMISES AND AGREES WITH THE SAID CONTRACTOR TO EMPLOY, AND
DOES HEREBY EMPLOY THE SAID CONTRACTOR TO PROVIDE THE MATERIALS AND TO DO THE WORK
ACCORDING TO THE TERMS AND CONDITIONS HEREIN CONTAINED AND REFERRED TO FOR THE PRICE
AFORESAID, AND HEREBY CONTRACTS TO PAY THE SAME AT THE TIME, IN THE MANNER, AND UPON
THE CONDITIONS SET FORTH IN THE SPECIFICATIONS; AND THE SAID PARTIES FOR THEMSELVES,
THEIR HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS AND ASSIGNS, DO HEREBY AGREE TO
' THE FULL PERFORMANCE OF THE COVENANTS HEREIN CONTAINED,
4. THE NOTICE TO BIDDERS, INSTRUCTIONS TO BIDDERS, CONTRACTOR'S PROPOSAL, AND
THE PLANS AND SPECIFICATIONS, AND ALL AMENDMENTS THEREOF, WHEN APPROVED BY THE PAR -
TIES HERETO, OR WHEN REQUIRED BY THE CITY IN ACCORDANCE WITH THE PROVISIONS OF THE
PLANS AND SPECIFICATIONS, ARE HEREBY INCORPORATED IN AND MADE PART OF THIS AGREE-
MENT.
i. .
' V7. /67 • • PAGE 12
' 5. PURSUANT TO THE LABOR CODE OF THE STATE OF CALIFORNIA, THE CITY COUNCIL HAS
ASCERTAINED THE GENERAL PREVAILING RATES OF PER DIEM WAGES FOR EACH CRAFT OR TYPE OF
WORKMAN NEEDED TO EXECUTE THE CONTRACT AND A SCHEDULE CONTAINING SUCH INFORMATION IS
INCLUDED IN THE NOTICE INVITING BIDS AND IS INCORPORATED BY REFERENCE HEREIN.
' 6. THE CONTRACTOR SHALL ASSUME THE DEFENSE OF AND INDEMNIFY AND SAVE HARMLESS THE
CITY, THE DIRECTOR OF PUBLIC WORKS, AND THEIR OFFICERS AND EMPLOYEES, FROM ALL CLAIMS,
LOSS, DAMAGE, INJURY? AND LIABILITY OF EVERY KIND, NATURE, AND DESCRIPTION, DIRECTLY OR
INDIRECTLY ARISING FROMTHE: PERFORMANCE OF THE CONTRACT OR WORK, REGARDLESS OF RESPONSI-
BILITY FOR NEGLIGENCE AND FROM ANY AND ALL CLAIMS, LOSS, DAMAGE, INJURY, AND LIABILITY,
' HOWSOEVER THE SAME MAY BE CAUSED, RESULTING DIRECTLY OR INDIRECTLY FROM THE NATURE OF THE
WORK COVERED BY THE CONTRACT, REGARDLESS OF RESPONSIBILITY FOR NEGLIGENCE.
IN WITNESS WHEREOF, THE PARTIES HERETO HAVE CAUSED THIS CONTRACT TO BE EXECUTED THE
' DAY AND YEAR FIRST ABOVE WRITTEN.
CITY OF NEWPORT BEACH, (CALIFORNIA
' BY'
MAYOR
ATTEST:
' ITY CLERK
MARES CONSTRUCTION CO., IvC.
CONTRACTOR
(SEAL)
' BY:
President
' TITLE
BY:
Secretary
TITLE
' APPROVE AS TO FORM:
1
n5t. TY ATTORNEY
CERijFICATE f FIREMAN' FIREMAN'S FUND INSURANCE COMPANY
AF INSURANCE FUN THE AMERICAN INSURANCE COMPANY
NATIONAL SURETY CORPORATION Ij
TO:
AMERICAN 0 ASSOCIATED INDEMNITY CORPORATION
CITY OF NEWPORT BEACH, • I N S U R A N C E C O M P A N I E S 0 AMERICAN AUTOMOBILE INSURANCE COMPANY
NEWPORT BEACH, CALIFORNIA
DATE June 14, 1968 '
ATTN: CITY ENGINEER .
This is to certify that the Company or Companies checked above have in force as of the dote hereof the following policy or policies:
NAME AND ADDRESS OF INSURED OR EMPLOYER LOCATION OF PROPERTY, DESCRIPTION OF OPERATIONS, BUSINESS CONDUCTED l
MARK CONSTRUCTION COMPANY, INC., CONTRACT NO. 1112 IRVINE - TUSTIN AVENUE,
P. 0. BOX EA, FROM 22nd STREET TO UNIVERSITY DRIVE, AND
GARDEN GROVE, CALIFORNIA IMPROVEMENT OF 23RD STREET, FROM IRVINE
AVENUE TO TUSTIN AVENUE,NEWPORT BEACH,CALI1
KIND OF INSURANCE'
POLICY NUMBER
EXPIRATION
LIMITS OF LIABILITY
WORKMEN'S COMPENSATION
IT 108 31 00
10/30/68
Statutory
EMPLOYERS LIABILITY`
thousand dollars, each person
thousand dollars, each accident
BODILY INJURY LIABILITY Other Than Automobile'
300 thousand dollars, each person
L 138 26 14
10/30/70
500 thousand dollars, each OCCLTrrenCe
500 thousand dollars, aggregate products
PROPERTY DAMAGE Liability other than Automobile'
250 thousand dollars, each accident
2$0 thousand dollars, aggregate operations
2$0 thousand dollars, aggregate protective
250 thousand dollars, aggregate products
thousand dollars, aggregate contractual
AUTOMOBILE:
Bodily Injury Liability'
100 thousand dollars, each person
thousand dollars, each accident
Property Damage Liability'
thousand dollars, each accident
Medical Payments
$ each person_
Comprehensive — Loss al or Damage to the
Actual Cash Value Unless Otherwise Stated Herein
Automobile, Except by Collision or Upset
but including Fire, Theft and Windstorm
E
Collision or Upset
Actual Cosh Value Its,
$ deductible
IT IS HEREBY UNDERSTO
D AND AGREED
THAT THE CITY
OF NEWPORT BEACH, CALIFORN-
IS NAMED AS AN ADDITI
NAL INSURED
NSOFAR AS T
IS CONTRACT IS CONCERNED.
IT IS FURTHER UNDERSTOOD
AND AGREED
THAT THE POLICY
TO WHICH THIS CERTIFICA'.
REFERS MAY NOT BE CANCELLED,
MATERIALLY
CHANGED,
NOR THE AMOUNT OF COVERAGE
THEREOF REDUCED, NOR
THE POLICY ALLOWED
TO LAPSE
UNTIL TEN (10) DAYS AFTER
RECEIPT BY THE CITY CLERK,
THE CITY
OF NEWPORT
BEACH, CITY HALL, NEWPORT
BEACH, CALIFORNIA, OF
A REGISTERED
WRITTEN NOT
CE OF SUCH CANCELLATION
UtS61<IYI ION ANO LOCATION OF OPERATIONS AND AUTOMOBILES COVERT❑
OR REDUCTION IN COVERAGE.
UL! :: :
CITY l TG-R::T=Y A-
t.
'l/ ComprFfiensive, so slate. If not Comprehensive, for "other than Auto ", list form such as OLT, ELEV., etc.
In event of any material change in or cancellation of the policy or policies, the Company PEACOCK INSURANCE, INC.
will make every effort to notify the addressee but undertakes no responsibility by reason
of.failure to do so.
85020- -3-6 5 Authorized Rmrnms.tl
-A
`E
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7 11 a %x
€jiiUi`u* (13) * 4--
RRAI&XION 50* 57.....6....
ft! M&cw 4LI&*i1"iiva A CtAMLA= F" T
UWWYVgmbl ii; igWlw&/Tt*,wlx AVOW V" 221W
AMT TO UMVZx5ITY DUrr-.,v AND %U IWAM-
(' 23m sTurT vam into Avow to
MOM A (40MACT W. UU)
WHZFSA$, p4zousut to tba uotica invtt birds for
W*e4 ovesis+riaag, of ttm icaprovamut of Irviase/'ivstfe AwWAIG
irvas 22aad: $treat to UaLvosreity Drive, Awd the U* aat of
23rd Street frees Ir^wiaae Aveouta to Twrttu Avenue, to the "ty
of Newort beftah, in wAtordaws, VUA the plans 804 spec"LoStims
berosofam adopted, bicsm worse recoLved an the 6th 0sy of ,3w*,
1966, and publioly aponsd and dastlamd; anti
WMUWASI, it appeals tbat the lowat bible bidder
t m"for is #Arise coastrea Lion co., I" . ;
W, TWUMOZe, U IT UWLVU that the bid Of Mersa
Cosmtrwation bo., Lao. for the week in the sawA xt of 265,718.6
be wmpted amd that the contmat for zbs ceo"tawttou work, be
mwr wed to said biddor.
IT that thammyor and City aoru
are hereby aatbrerised and directed to execute a aaaatrtrct in
sa4mvdam < with the speeift"tious, bid arced Chia award on be-
"If of the MAY of Newport hofth, seats that the City cles-i: "
uireated to furaaish an oxwoutso eopy to the me eesful bld .
AMUD thL*, , day of JUm s 1968.
IN
City M79
yar
0
TO: Public Works Department
FROM: City Clerk
11
Date June 219 1968
SUBJECT: Contract No. 1112
Project Improvement of Irvine /Tustin Avenue and 23rd St.
Attached is signed copy of subject contract for transmittal to the contractor.
Contractor: Maz, G==+",n+jnn Caap }�
Address: p, 0. Box r. A., Garden Grove, Calif-
Amount: $ red in amount of $325,897.24)
Effective Date: J me 20, 1968
Resolution No. 6786
Laura Lagios
LL:dg
Att.
cc: Finance Department EaK
• •
June 19, 1968
TO: CITY CLERK
FROM: Public Works Department
SUBJECT: IMPROVEMENT OF IRVINE /TUSTIN AVENUE AND 23rd STREET - CONTRACT 1112.
Attached are three sets of Contract Documents and one set of
Insurance Certificates for the subject project.
These documents have been reviewed and approved, as noted,
by the City Attorney's office.
When all documents have been executed by the Mayor and your
office, please retain your copy and return the Contractor's and
Bonding Company's copies to me.
, .261
Donald L. Webb
Project Engineer
DLW /ldg
Atts.
r
•
CITY OF NEWPORT BEACH
CONTRACT DOCUMENTS
0
IMPROVEMENT OF IRVINE{TUSTIN AVENUE
FROM 22nd STREET TO UNIVERSITY DRIVE
AND
IMPROVEMENT OF 23RD STREET FROM IRVINE
AVENUE TO TUSTIN AVENUE - CONTRACT 1112
APPROVED BY THE CITY COUNCIL
ON THIS DAY OF MAY 13, 1968
Qom/
LAURA LAGIOS, CITY CgVRK
V
1
M
NOTICE TO BIDDERS ,
CONTRACT
IMPROVEMENT OF IRVINE /TUSTIN AVENUE
FROM 22ND ST. TO UNIVERSITY DRIVE
ADDENDUM NO. 1
1. Please revise the Specifications as follows:
May 29, 1968
a,) Add to Section 11 -6(D) "Spreading after mixing, and Compaction," Paragraph
(1): The surface shall not be allowed to dry out.
b.) Add to Section 11 -9, "Adjust manholes to grade:" Existing rings and
covers may be reused.
c.} Add to Section 11 -13, "Construct . . Rip Rap:" Rip Rap other than on -site
concrete shall be facing class rock as specified in Section 72- 2.02,State Std.Spec
d.} Revise Section 11 -15, "Construct 8" AC Water Lateral. , "Paragraph 2, Line 5
to read: . , .6" wider than the nozzle. . .
e.) Revise Item 12 -15 "Relocate. . . .underdrain. . Paragraph 2 to read:
. . Item No. 18 vice Item No. 19.
2. Revise the Plans as follows:
a.) Sheet 9, Construction Note 24: Delete conc. local depression.
3. Revise Item 25 of Proposal to delete local depression.
Please note that cross sections of the proposed construction are available for
review in the office of the Public Works Department, City Hall, Newport Beach, California
and in the office of Williamson and Schmid, 1535 E. lst Street, Santa Ana, California.
Please show date of receipt of this addendum on the proposal or insert a copy with
your proposal.
Benjamin B. Nolan
City Engineer
HTC /ldg
MARK CONSTRUCTION CO., I.NC.
_..,,,
Newpui''L tacach, California
Ll
APPROVED BY THE CITY COUNCIL
ON T S 13TH DAY OF MAY, 1968
Laura Lagios, Ci WClerk
9
CONTRACT NO. 1112
CITY OF NEWPORT BEACH
CONTRACT DOCUMENTS
FOR
IMPROVEMENT OF IRVINE /TUSTIN AVENUE
FROM 22ND STREET TO UNIVERSITY DRIVE
AND
IMPROVEMENT OF 23RD STREET
FROM IRVINE AVENUE TO TUSTIN AVENUE
• PAGE I —A
(SHEET I OF 2)
' CITY OF NEWPORT BEACH, CALIFORNIA
NOTICE INVITING BIDS
SEALED BIDS WILL BE RECEIVED AT THE OFFICE OF THE CITY CLERK, CITY HALL, NEWPORT BEACH,
CALIFORNIA, UNTIL 10:00 A.M., ON THE 4th DAY OF June 196 $ AT WHICH TIME THEY WILL
BE OPENED AND READ, FOR PERFORMING WORK AS FOLLOWS:
' IMPROVEMENT OF IRVINE /TUSTIN AVENUE
FROM 22ND STREET TO UNIVERSITY DRIVE
AND
' IMPROVEMENT OF 23RD STREET FROM IRVINE
AVENUE TO TUSTIN AVENUE - CONTRACT 1112
NO BID WILL BE RECEIVED UNLESS IT IS MADE ON A PROPOSAL FORM FURNISHED BY THE PUBLIC WORKS
DEPARTMENT. EACH BID MUST BE ACCOMPANIED BY CASH, CERTIFIED CHECK OR BIDDERS BOND MADE
PAYABLE TO THE CITY OF NEWPORT BEACH, FOR AN AMOUNT EQUAL TO AT LEAST 10 PERCENT OF THE
AMOUNT BID.
THE DOCUMENTS INCLUDED WITHIN THE SEALED BIDS WHICH REQUIRE COMPLETION AND EXECUTION ARE
THE FOLLOWING:
1. — PROPOSAL
2. PAGE 3 — DESIGNATION OF SUB — CONTRACTORS
ePAGE ]I — BIDDER'S BOND
PAGE 9 — NON— COLLUSION AFFIDAVIT
5. PAGE IO — CONTRACTORS FINANCIAL STATUS
THE DOCUMENTS SHALL BE AFFIXED WITH THE APPROPRIATE SIGNATURES AND TITLES OF THE PERSONS
SIGNING ON BEHALF OF THE BIDDER. FOR CORPORATIONS, THE SIGNATURES OF THE PRESIDENT OR VICE
PRESIDENT AND SECRETARY OR ASSISTANT SECRETARY ARE REQUIRED AND THE CORPORATE SEAL SHALL BE
AFFIXED TO ALL DOCUMENTS REQUIRING SIGNATURES. IN THE CASE OF A PARTNERSHIP, THE SIGNATURE
OF AT LEAST ONE GENERAL PARTNER IS REQUIRED.
ALL BIDS ARE TO BE COMPARED ON THE BASIS OF THE ENGINEER'S ESTIMATE. THE ESTIMATED QUANTI-
TIES ARE APPROXIMATE ONLY, BEING GIVEN SOLELY AS A BASIS FOR THE COMPARISON OF BIDS.
,
NO BID WILL BE ACCEPTED FROM A CONTRACTOR WHO HAS NOT BEEN LICENSED IN ACCORDANCE WITH THE
PROVISIONS OF CHAPTER 9, DIVISION III OF BUSINESS AND PROFESSIONS' CODE. THE CONTRACTOR
SHALL STATE HIS LICENSE NUMBER AND CLASSIFICATION IN THE PROPOSAL.
PLANS, SPECIAL PROVISIONS, AND CONTRACT DOCUMENTS MAY BE OBTAINED AT THE PUBLIC WORKS DE-
PARTMENT, CITY HALL, NEWPORT BEACH, CALIFORNIA, AT NO COST TO LICENSED CONTRACTORS. A NON-
REFUNDABLE CHARGE OF $2.00 WILL BE REQUIRED FOR EACH SET OF PLANS, SPECIAL PROVISIONS, AND
CONTRACT DOCUMENTS FOR OTHERS THAN LICENSED CONTRACTORS. IT IS REQUESTED THAT THE PLANS AND
SPECIAL PROVISIONS BE RETURNED WITHIN 2 WEEKS AFTER THE BID OPENING.
A NON — REFUNDABLE CHARGE OF $2.00 WILL BE REQUIRED FOR EACH SET OF CITY OF NEWPORT BEACH
STATNDARD SPECIFICATIONS.
THE CITY OF NEWPORT BEACH RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS AND TO WAIVE ANY
INFORMALITY IN SUCH BIDS.
IN ACCORDANCE WITH THE PROVISIONS OF SECTION 1770 OF THE LABOR CODE, THE CITY COUNCIL OF
THE CITY OF NEWPORT BEACH HAS ASCERTAINED THE GENERAL PREVAILING RATE OF PER DIEM WAGES IN
THE LOCALITY IN WHICH THE WORK IS TO BE PERFORMED FOR EACH CRAFT OR TYPE OF WORKMAN OR
MECHANIC NEEDED TO EXECUTE THE CONTRACT AND HAS SET FORTH THESE ITERS IN RESOLUTION N0. 6519•
A COPY OF SAID RESOLUTION IS AVAILABLE IN THE OFFICE OF THE CITY CLERK IN THE CITY OF NEWPORT
BEACH.
0
Page lb
' Any classification omitted herein shall be the prevailing craft rate.
Overtime, Sunday and Holiday rates are at prevailing craft rates.
' CITY OF NEWPORT BEACH, CALIFORNIA
' Laura Lagios, City Clerk
1
The following is the schedule of prevailing wage rates,
1966 -67, for
a selective
list of classifications. Together with the information included
in the
Resolution
No.: 6519, this schedule is to be considered.a part of these
contract specifications.
Prevailing Wage Rates - 1966 -67
Classification (Selective Listing)
(5/1/66)
(5/1/67)
Carpenters
4.83
Cement Mason Journeyman
4.60
4.84
Laborers
I
General or Construction
3.70
3.85
Asphalt Raker & Ironer
3.91
4.06
Flagman
3.70
3.85
Guinea Chase
3.78
3.93
Laying of all non - metallic pipe
4.01
4.16
Tunnel Classifications
Vibratorman, Jack Hammer, Pneumatic Tools
(except driller)
4.315
4.4445
Operating Engineers
Oiler and signalman (Group 1)
(7/1/66)
4.38
(7/1/67)
.53
Skiploader (Less 4/5 yd.) (Group 2)
4.62
4.77
Rodman and Chainman (Group 3)
4.86
5.01
Instrumentman (Group 4)
4.97
5.12
Grade Checker (Group 5)
5.16
5.31
Pavement - breaker operator (Group 5)
5.16
5.31
'
Grade -all operator (group 6)
5.26
5.41
Teamsters
(5/1/66)
5/1/67)
'
Dump Truck Driver (Less than 4 yes)
Water truck driver (2500 gal.to 4000 gal)
4.35
4,53
4.50
4.68
Building and Construction trades
(5/1/66)
(5/1/67)
Bricklayer & Stone Mason
5.15
5.15
Electrician
(7/1/66)
(7/1/67)
Journeyman Wireman
6.11
6.55
(4/28/66)
'
Lather
4.765
Painters
(7/1/66)
(7/1/67)
Journeyman - spray
Pipe trades
5.22
733
Plumber
5.55
5.64
' Any classification omitted herein shall be the prevailing craft rate.
Overtime, Sunday and Holiday rates are at prevailing craft rates.
' CITY OF NEWPORT BEACH, CALIFORNIA
' Laura Lagios, City Clerk
1
s a
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
PROPOSAL
FOR
IRVINE AVENUE - TUSTIN AVENUE
RECONSTRUCTION
BID ITEMS OF WORK
APPROXI-
15,323
Aggregate Base,..for the price
MATE
ITEMS WITH UNIT PRICE
UNIT
ITEM QUANTITY
WRITTEN IN
WORDS
PRICE AMOUNT
1A. 7,246
Asphalt Concrete,
for the price
Tons
of J=We
-rtii¢zY-
to
$3ii',41
��VE ceNTs
per Ton.
1B.
15,323
Aggregate Base,..for the price
Tons
of -rwo yoti..es - Twc"-cL?
-
75
F•iue= cEn,is per
Ton.
$
2_ s
$3ii',41
1C.
33,632
7" Lime Treated Sub -base,
for
S.Y.
the price of
4t4kQX1 -1P1UC Cen,rs per
S.Y.
$
(OAS
$11)"1 -il� =•
1D.
316
Granulated Quick -Lime, for
the
Tons
price of TkxAA(z2,
Foun.z,? cEr�rs per
Ton.
$
29`1:2
$9�9cinloo,
2.
4,132
Concrete Sidewalk, for the
S.F.
price of
sz
Tu,n.-rl -SAX c�.Nr� per
S.F.
$
(D 36
$ 1�$`1 —
3.
7,988
Concrete.Curb.and Gutter,
Type
L.F.
A -1, (6 "CF), for the price
of
C7NE IDv!ictflcE.. �EJE N'C' -�
�O
(G.o ;
c�-tics per
L.F.
$
1
$ 13579
6. 18 Asphalt Concrete Driveways,. .
S.Y. for the price of iz-,uE
gxcAk.5 fzAFT�r cei.lrs per S.Y. $ $ 99�
7. 1,316 Concrete Curb and Gutter, Type
L.F. A -2, (8 "CF), for the price of
w poy-i?4 NjMETA( —
�vE CcrvcS per L.F. $ X95 $ Z5b(aSa "
' APPROXI-
MATE • ITEMS WITH UNIT PRICO UNIT
ITEM QUANTITY WRITTEN IN WORDS PRICE AMOUNT
I' 8'. 3,377 Concrete Curb and Gutter, Type
L.F.. A.(8" CF),. for. the price of ....
nti1� ll�t_1_.Al2
' �IUE CENTS per L.F. $ �?s $S9O'776
9. 1,249 Concrete Drive Approach, for
' S.F. the price of
FIFr`l —SEuE Cc4iC1 per S.F. $ OS7 $ %// 93
11. 18 Adjust Existing Manhole, Frame
Each and Cover, for the price of
S �XT`{- F�F DOS -�A25
each. $ �S °° $
J
12. 12
Adjust Water Main Gate Valve
Asphalt Concrete Berm, for the
Each
Frame and Cover, for the price
L.F.
price of {rt (LEE LD��AMS
Of - Tw6Nr -e - FiuC
°=
.per L.F.
$
3 °=
each.
$
ZS
$
Concrete Median 3" thick, for
13. 884
Concrete Cross Gutter, for the
S.F.
S.F.
price of
7�
5?
s�y�n.T`/- ElcrrrT Cewr!, per S.F.
$
0
$
6g9
14. 3
Relocate Existing Fire Hydrant,
8" A.C. Perforated Under Drain
Each
for the price of TIASC'1 Hu&0a c1 ,
L.F.
for the price of F1Q15. Vok,LP -5
a�o� �iact� each.
$
Z
ywc-n,rti' per L.F.
$
15.
38
Asphalt Concrete Berm, for the
L.F.
price of {rt (LEE LD��AMS
.per L.F.
$
3 °=
$
Icy o_
17.
1,422
Concrete Median 3" thick, for
S.F.
the price of
q-"i2TY-SEJE0 Cc'A r5 .per S.F.
$
031
$
S'Zfol��
18.
1,127
8" A.C. Perforated Under Drain
L.F.
for the price of F1Q15. Vok,LP -5
ywc-n,rti' per L.F.
$
S� 0
$
SBA
19.
1
Catch Basin (L.A.C.F.C.D. 2 -D163)
Each
L =28' for the price of_Qw nusa. o
av
pN6 .VWNDPco SIXTq vo"^<Cs each.
$
j 1( Oc—'
$
11(00
20.
1
Catch Basin (L.A.C.F.C.D. 2 -D170)
Each
3 Grate with Local Depression,
for the price of oUE Tftt)yAUO
o0
ONC "UNOAVO FIFTY VoL. Ary I each.
$
h SO—
$
1 % 50
-2-
APPROXI- • 0
MATE ITEMS WITH UNIT PRICE UNIT
ITEM QUANTITY WRITTEN IN WORDS PRICE AMOUNT
r <r
21. 1 Catch Basin (L.A.C.F.C.D. 2 -D170)
Each 3 Grate, for the price of
0 45' T6/ncsa Nn fJNG— IT Iulo/L'-D
4�IFry Db'-A zr each. $ I Aso $ i so�j
22. 1 Catch Basin (L.A.C.F.C.D. 2 -Dl70)
Each 2 Grate, for the price of
C L(�HT J+- ONDRA&O S�U�roT1-
f--I,r.= vo�nAS each. $ g7S' $ %7S"-
23. 4 Catch Basin (L.A.C.F.C.D. 2 -D162)
Each L =7', for the price of
SIX
each. $
24. 1 Catch Basin (Orange County) W =28',
for the price of oN6 i-taoo,4uD -rwa
uouoatEV slxrk ocx,�aa..,s each. $ 12!00'
25. 1 Catch Basin (Orange County) with
Each local depression (Or. Co. Std.
307) W =28', for the price of
A11 A'16 HUN OG.GP S�UC N7'�f —FIUrc
Sxx.�IO2 -S each. $
26. 5 Catch Basin (L.A.C.F.C.D. 2 -D160)
Each •, :F.. W =3'6
for the price of r-1,7r-- iiu NPORn
- rrlv..,,sc..� D�lc.fl2s each. $ szco $ 2. cn
27. 4 Manhole No. 1 (L.A.C.F.C.D.
Each 2 -D102) "L" as shown, for the
price of ipkQe �}c,ruoc o
6c6r�zti �ccN�� each. $ �jp° --o— $ Z3��
28. 112 15" Reinforced
L.F. 150OD, for the
k31p,rF oGCC_a(%S
29. 82 15" Reinforced
L.F. 2O00D, for the
N INe ZPCLnC+:3
-3-
Concrete Pipe,
price of
G
per L.F. $ 0(A
Concrete Pipe,
price of
per' L.F. $ / ° —° $ '7 8122-
'
APPROXI-
•
•
Concrete Pipe,
MATE
ITEMS WITH UNIT PRICE
UNIT
'
ITEM QUANTITY
WRITTEN
IN WORDS
PRICE AMOUNT
30. 707
18" Reinforced
Concrete Pipe,
L.F.
1850D, for the
price of TEtJ
$
'
DcccpR55�n�rV -FEE
CFanper L.F.
$ (OTs $ 76�zS
38. Lump Construct Reinforced Concrete
Sum Box, 84" RCP (1100D), outlet
structure, and Rip -Rap, for the
,Lump Sum- priee:of
-TN 27Cf IJ T(TCx�sia ND '1%00
Idc,�,acs�o $ 13200 $ 13200"
39. 8 Construct 2" Water Service, for
Each the price of
':-41/2E:6 titJN OfLEfl FLUE 'DOu -i�Q,S
each.
-4-
31.
75
21" Reinforced
Concrete Pipe,
'
L.F.
1200D, for the
price of -rm,)
_,po�c.n2s 56UEnitY -ROE
f rs per L.F.
$
/per-
32.
185
24" Reinforced
Concrete Pipe,
L.F.
1200D, for the
price of
'
'SIXTe,e" COUAGS
per L.F.
$
1('0
$
Z46o�
V'
33.
54
271 Reinforced
Concrete Pipe,
L.F.
2100D, for the
price of
rase Airy- rnaas Cb c es per L.F.
$
2391
34.
383
30° Reinforced
Concrete Pipe,
L.F.
2150D, for the
price of
-TU-V, rY -Two D�-aas
per L.F.
$
22 `�
$
35.
388
L.F.
42" Reinforced
1000D, for the
Concrete Pipe,
price of 7u-*NrJ-
Pow- Dcc�nas wx,uc i -FIjE (!4j-. per L.F.
$
_
Z��
36.
760
42" Reinforced
Concrete Pipe,
L.F.
1800D, for the
price of - mig-ry
per L.F.
$
30�%
$
23i$0
37.
42
L.F.
48" Reinforced
1600D, for the
Concrete Pipe,
price of "RUVn,eq-
g_i6gT POLLtQ.5 F1s -T'1 CGwr5 per L.F.
$
so
Zg
$
119`) �
38. Lump Construct Reinforced Concrete
Sum Box, 84" RCP (1100D), outlet
structure, and Rip -Rap, for the
,Lump Sum- priee:of
-TN 27Cf IJ T(TCx�sia ND '1%00
Idc,�,acs�o $ 13200 $ 13200"
39. 8 Construct 2" Water Service, for
Each the price of
':-41/2E:6 titJN OfLEfl FLUE 'DOu -i�Q,S
each.
-4-
APPROXI- • •
MATE ITEMS WITH UNIT PRICE UNIT
ITEM , QUANTITY WRITTEN IN WORDS PRICE AMOUNT
40. 7 Construct 8" A.C. Water Lateral,
Each 8" Gate Valve, and Plug, for the
price of
1' fX NUN L�QL -O N�NG- T`% -1=1J t=
each. $ 6q9 $ 4944 ; e°
41. 500 Construct 8" VCP Sewer Lateral
L.F. and Stopper, for the price of
5EU6N 'DO�c.A�S Ttfl 2Ty—i =�l�°
cca =s per L.F. $ '7
42. 1 Relocate Existing Street Light
Each and Underground Conduit, for
the price o^f�
FIUF N+JNoOA- -O F l�PS each. $ Soon-. $ Soo °`
43. Lump Clearing and Grubbing, for the
Sum Lump Sum price of
^. ri .c.w.r1Y-GIX ^N.Jf�us trN f)
DIVE- KTV NO¢e�L> T $ 2/.1����
44. 19,400 Excavation, for the price of_
C.Y. qo
EJ6frV -FIU6 Csnir.S per C.Y. $ SS $ 164 -90,-
45. 3,500 Imported Borrow Material,
C.Y. compacted cubic yards in place,
for the price of r-% Cdc
c��1 tS per C.Y. $ o 0 $ 175
46. 2 Sewer Manhole, for the price of
Each 1 ti2EE l�„Nna Fir -ZEIJ
each. $ 315
-5-
APPROXI- • •
MATE ITEMS WITH UNIT PRICE UNIT
' ITEM } QUANTITY WRITTEN IN WORDS PRICE AMOUNT
SUB -TOTAL AMOUNT WRITTEN IN WORDS
FOR ITEMS 1 - 46
To4o gc,w+h2Pn <iXy-y- SCUEIJ T(tpusgNQ
' ALTERNATE #2 - REPLACES ITEMS 1B, C, D, 44 and 45.
1B. 29,012 Aggregate Base, for the price
' Tons Of TVOO i)nLxr ous 'THte rq-
StX cEro _ per Ton. $ 23� $ (O %Lt.�g —
0
I
I
I
il
[I
J
44. 26,500
C.Y.
Excavation, for_ the price of
.=I( w-rV GENtS per C:Y. $ d$1
ALTERNATE #2 - SUB -TOTAL AMOUNT
WRITTEN IN WORDS
0 l <;A4T`i -N t NE TKO�Sri N�
StX 41UNQRAWQ SIXT`r- !>lb1 +T
f)nu_ AR.S rmgXi- lwQc�w�tS
$
-6-
$ 2.1' zoo °�
$
,84.541.9A
11 • •
' PROPOSAL
FOR
IMPROVEMENT OF 23rd STREET BETWEEN
TUSTIN AVENUE AND IRVINE AVENUE
ITEM QUANT
NO. AND U
' 101. L. S
.i
1
:1
TY ITEM DESCRIPTION
102. 617 L.F
103, 11 Ea
104. 840 L. F.
1 105. 4 Ea.
106
670 L. F.
Remove Existing A. C. Pavement and Berms;
Excavate and Prepare Subgrade
UNIT TOTAL
PRICE PRICE
@ r vo ri+rwsvra0 s'x "Mo¢Lp
Dollars
and
Cents
$ z000�
Lump Sum
Remove Existing Concrete Curb and Gutter
@ l)o
Dollars
and
FOV2T Y— i j
Cents.
�S
a -
Remove Trees and Stumps
@
Dollars
and
N cS
Cents
$ SS
Per Each
Construct 8" A.C.P. Water Main
@ six
Dollars
and
N .... ...
Cents
er inea oot
Furnish and Install 8" Gate Valve
@Two Awine'F,D�„-Ty
Dollars
and
Cents
$ 216O
Per Each
Construct Concrete Curb and Gutter
Type A -2, Per Or. Co. Std. Plan 202
@ o N
Dollars
01 %J NE�
and
Cents
9 S .
—
er Lineal
Foot
,$
-7-
$ 2fow j
65 .
$ 60S 9—V
$ O O-
' ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL
NO. AND UNIT UNIT PRICE 14R1TTEN'IN`WORDS PRICE PRICE
' 107. 420 L. F. Construct Concrete Curb and Gutter, Type A
(6" curb face) Per CNB Std. -102 -L
- @ r] t-» Dollars
and o0
sC- r'jrY^ �1VG Cents $ '�5 $ 93S�
' Per Linea of
108. L. S. Construct P.C.C. Alley Approach (20' Wide)
at Sta. 2 +43
@ Qru- 4VAjDecn 'RoZa -rY Dollars
and
'' No Cents $ Lqp " $ 14c>00
Lump Sum
109. 550 S.F. Construct 6" thick P.C.C. Residential
Driveway Approach at Sta.0 +89, Sta.1 +05,
Sta.1 +76.50, and Sta. 4 +54.47
' (Per Details on Sheet 14 of Plans)
@ o Dollars
and
T - � h +-r Cents $ D 4 B
$ X19
er quare oot
110. L. S. Sawcut and Remove Existing Concrete
Sidewalk Section at Sta. 3 +10.20 and
Construct New P.C.C. Steps (Per Detail
on Sheet 14 of Plans)
@ Dollars
and
' Cents $ 235 $ 235 v
ump Sum
' 111. 1,350 Construct Aggregate Base
Tons
@ Dollars
and o
' rwEnrt� —r=wE Cents $ �zs $ 5037 -
er Ton
' 112. 500 Construct Asphalt Concrete Pavement
Tons
@ T:= i Dollars
and gS o0
'n•rre.-rti� -�rvE. Cents $ � $ x675
er Ton
' -8-
' ITEMf QUANTITY ITEM DESCRIPTION UNIT TOTAL
NO. AND UNIT UNIT PRfiCE WRITTEN'IN'WORDS PRICE PRICE
i
I
1
113. 3 Ea. Adjust Existing Manhole Frame and
Cover to Grade
@ SI X-r!�- F=I Dollars
and
n� Cents $6S °O $ ( 9 S =°
Per Each
114, 2 Ea. Adjust Existing Under -drain Clean -out
Cover and Frame'to Grade
@ F=7I F= T' r=ive Dollars
and
!yo Cents $ SS C° $ 1lt)
Per Each
115. L. S. Relocate Existing Under -drain Clean -
out and Remove 105' of Existing 8" A.C.
Perforated Under -drain Pipe
@ Uutioaeo t�ti�ry-F-Auc- Dollars
and
No Cents $ ZS'"° $ 2�; °-
Lump um
SUB -TOTAL PRICE WRITTEN IN WORDS
(Bid Items 101 through 115)
ct�nrE <-t-� Dollars
and
s�xs 10G_ _ Cents $
GRAND TOTAL PRICE WRITTEN IN WORDS
(Bid Items 1 - 115)
-rwo 14uNO2ep EL6ltTy FIu6 m=At4Q Ssu N�yy,,g..�g&«kTVAJ Dollars
and
s;,rrq - Str 7y, Cents
Alternate 2
GRAND TOTAL PRICE WRITTEN IN WORDS
(Bid Items 1 - 115)
-rH Ries Nt)NFJltEO T150 ANA 6hE FicrilOCEO 616HTY ^liQErc
Dollars
and
51 XrY - T N-Qe Cents
1 -9-
TOTAL
GRAND TOTAL
$ 215,'71A 6'o
GRAND TOTAL
$ 3 as, 18 3 63
Y`�'.
i
' 2/7/67
'ALL BIDS ARE TO BE COMPUTED ON THE BASIS OF THE GIVEN ESTIMATED QUANTITIES bF WORKA „
AS IND('CATED'IN THIS PROPOSAL, TIMES THE UNIT PRICE AS SUBMITTED BY THE SIDDERo IN CASE
OF A DISCREPANCY BETWEEN WORDS AND FIGURE30 THE WORDS SMALL PREVAIL. IN CASE OF AN ERROR
IN THE EXTENSION OF A UNIT ,PRICE, THE CORRECTED EXTENSION SHALL BE CALCULATED AND THE BIDS
' WILL BE COMPUTED AS INDICATED ABOVE AND COIIRAREO ON THE BASIS.OF THE CORRECTED TOTALS.
THE ESTIMATED QUANTITIES OF WORK IND- ICATED IN THIS. PROPOSAL ARE APPROXIMATE ONLY,
' BEING GIVEN SOLELY AS A BASIS FOR COMPARISON OF BIDS,
THE UNDERSIGNED HAS CHECKED CAREFULLY ALL OF THE ABOVE FIGURES AND UNDERSTANDS THAT
' THE CITY WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS ON THE PART OF THE UNDERSIGNED
IN MAKING UP THIS BIDe
THE UNDERSIGNED AGREES THAT IN CASE OF DEFAULT IN EXECUTING THE REQUIRED CONTRACT
' WITH NECESSARY BONDS WITHIN TEN (10) DAYS, NOT INCLUDING SUNDAY, AFTER HAVING RECEIVED
NOTICE THAT THE CONTRACT IS READY FOR SIGNATURE, THE PROCEEDS OF CHECK OR BOND ACCOMPANY-
. ING THIS 810 SHALL BECOME THE PROPERTY OF THE CITY OF NEWPORT BEACH.
- LICENSED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF CALIFORNIA PROVIDING FOR
THE REGISTRATION OF CONTRACTORS, LICENSE ND, glu, CLASSIFICATION A
ACCOMPANYING THIS PROPOSAL IS B ID 3o ND � 0
CASH, CERTIFIED CHECK, CASHIERS CHECK 09 BOND
IN AN AMOUNT NOT LESS THAN 10 PERCENT OF THE TOTAL BID PRICE.
' THE UNDERSIGNED IS AWARE OF THE PROVISIONS OF SECTION 3700 Of THE LABOR CODE WHICH
REQUIRE EVERY EMPLOYER TO BE INSURED AGAINST LIABILITY FOR WORKMEN'S COMPENSATION OR TO
UNDERTAKE SELF—INSURANCE IN ACCORDANCE WITH THE PROVISIONS OF THAT CODE, AND AGREES TO
COMPLY WITH SUCH PROVISIONS BEFORE COMMENCING THE PERFORMANCE OF THE WORK OF THIS CONTRACT.
IWARK CONSM.UCTION CO., INC.
PHONE NUMBER BIDDERS NAME
ASEAEj =
41 lqc�w
DATE AUTHORIZED SIGNATURE
' P. o. Box. c • q •-� •� �T11�� -� - ^
AUTHORIZED SIGN A' TURE
(S-►+aacaAj Gaou6 CAAA;r• Co,epoaa 7-1 0"3
BIDDERS ADDRESS TYPE OF ORGANIZATION
INDIVIDUAL, CORPORATION, CO- PARTNERSHIP)
LIST BELOW NAMES OF PRESIDENT, SECRETARY, TREASURER AN R. A CORPORATION,
AND NAMES OF ALL COPARTNERS IF A CO +PARTNERSHIPS
MARK CONSTRUCTION CO., INC,
CARLTON A. POST . PRM
if 0
1
1
0 Q PAGE 3
DESIGNATION OF SUB - CONTRACTORS
THE UNDERSIGNED CERTIFIES THAT HE HAS USED THE SUB -BIDS OF THE FOLLOWING
LISTED CONTRACTORS IN MAKING UP HIS BID AND THAT THE SUB - CONTRACTORS LISTED
WILL BE USED FOR THE WORK FOR WHICH THEY 810, SUBJECT TO THE APPROVAL OF
THE CITY ENGINEER, AND IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE
SPECIFICATIONS. NO CHANGE MAY BE MADE IN THESE SUB- CONTRACTORS EXCEPT UPON
THE PRIOR APPROVAL OF THE ENGINEER.
ITEM OF WORK SUB- CONTRACTOR ADDRESS
I. Dpt C C�snp+a Ccr.,sr Cc r,P� ��ct�k �n�r�lar ern.
2. c-n. L. C�.L- �-%>.2
3 D .1Ci,-tAzr,ti1 CC;_ t <t.ZC9tC.AL Ah5Al1-EIM
4.
5
6.
7•
8.
9•
10.
II.
Y 11 fV tc CC• Ct 'GZ i CN �L? , INC. -
BIDDER'S NAME
AUTHORIZED SIGNATURE
TYPE OF ORGANIZATION
(INDIVIDUALS COPARTNERSHIP OR CORPCRATION)
P i`, . B c;, x c-" 'Cl
6- mac -ti Gay cc C /A« F,
ADDRESS
1
1
1
BY
TITLE
SURETY
IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN
INDIVIDUAL,
1
�1I
IN TIIE CITY OF NEWPORT BEACH, IS ACCEPTED BY THE CITY
COUNCIL OF SAID
PAGE 4
ITS OBLIGATIONS UNDER THIS BOND.
ABOVE BOUNDEN PRINCIPAL SHALL DULY ENTER INTO AND EXECUTE
A CONTRACT
FOR SUCH CONSTRUC-
IN WITNESS WHEREOF, WE HEREUNTO SET
TION AND SHALL EXECUTE AND DELIVER THE TWO (2) BONDS
BIDDER'S BOND TO ACCOMPANY PROPOSAL
"NOTICE INVITING
1
BIDS" WITHIN TEN (IO) DAYS (NOT INCLUDING SATURDAY AND
SUNDAY). FROM THE
DATE OF THE
KNOW ALL MEN BY THESE
PRESENT -c,
OF NEWPORT
1
THAT WE,
THIS OBLIGATION
, AS PRINCIPAL,
t
AND
EFFECT, AND THE
, AS SURETY, ARE HELD
1
HEREIN SHALL BE FORFEITED TO THE SAID CITY.
CITY NEWPORT BEACH, CALIFORNIA,
ATTORNEY IN FACT)
AND FIRMLY BOUND UNTO
THE OF IN
THE SUM OF
1
DOLLARS ( ), LAWFUL
MONEY OF THE UNITED
STATES FOR THE PAYMENT
OF WHICH SUM WELL AND TRULY TO BE MADE,
WE BIND OURSELVES,
1
JOINTLY AND SEVERALLY,
FIRMLY BY THESE PRESENTS.
THE CONDITION OF THE FOREGOING
OBLIGATION IS SUCH,
1
THAT IF THE PROPOSAL OF THE ABOVE BOUNDEN PRINCIPAL FOR THE
CONSTRUCTION OF
1
1
1
BY
TITLE
SURETY
IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN
INDIVIDUAL,
1
1
IN TIIE CITY OF NEWPORT BEACH, IS ACCEPTED BY THE CITY
COUNCIL OF SAID
CITY, AND IF THE
ITS OBLIGATIONS UNDER THIS BOND.
ABOVE BOUNDEN PRINCIPAL SHALL DULY ENTER INTO AND EXECUTE
A CONTRACT
FOR SUCH CONSTRUC-
IN WITNESS WHEREOF, WE HEREUNTO SET
TION AND SHALL EXECUTE AND DELIVER THE TWO (2) BONDS
DESCRIBED IN THE
"NOTICE INVITING
l9
BIDS" WITHIN TEN (IO) DAYS (NOT INCLUDING SATURDAY AND
SUNDAY). FROM THE
DATE OF THE
MAILING OF A NOTICE TO THE ABOVE BOUNDEN PRINCIPAL BY
AND FROM SAID CITY
OF NEWPORT
CORPORATE SEAL (IF CORPORATION)
BEACH THAT SAID CONTRACT IS READY FOR EXECUTION, THEN
THIS OBLIGATION
SHALL BECOME NULL
t
AND VOID; OTHERWISE IT BE AND REMAIN IN FULL FORCE AND
EFFECT, AND THE
AMOUNT SPECIFIED
(ATTACH ACKNOWLEDGEMENT OF
HEREIN SHALL BE FORFEITED TO THE SAID CITY.
1
1
1
BY
TITLE
SURETY
IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN
INDIVIDUAL,
1
IT IS AGREED THAT THE DEATH OF ANY SUCH
PRINCIPAL SHALL NOT EXONERATE THE
SURETY FROM
ITS OBLIGATIONS UNDER THIS BOND.
1
IN WITNESS WHEREOF, WE HEREUNTO SET
OUR HANDS AND SEALS THIS
DAY OF
l9
1
CORPORATE SEAL (IF CORPORATION)
PRINCIPAL
(ATTACH ACKNOWLEDGEMENT OF
ATTORNEY IN FACT)
1
1
1
1
BY
TITLE
SURETY
PAGE 5
' LABOR AND MATERIAL BOND
' KNOW ALL MEN BY THESE PRESENTS, THAT
WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA,
BY MOTION ADOPTED
' HAS AWARDED TO
i
HEREINAFTER DESIGNATED AS THE "PRINCIPAL"" A CONTRACT FOR
SAID SUM BEING ONE -HALF OF THE ESTIMATED AMOUNT PAYABLE BY THE CITY OF NEWPORT
BEACH UNDER THE TERMS OF THE CONTRACT, FOR WHICH PAYMENT WELL AND TRULY TO BE MADE
WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND ADMINISTRATORS, SUCCESSORS OR ASSIGNS,
JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS.
' THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE PERSON OR HIS SUBCON-
TRACTORS, FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER, OR OTHER SUPPLIES,
' OR TEAMS, 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, THAT THE
SURETY OR SURETIES WILL PAY FOR THE SAME, IN AN AMOUNT NOT EXCEEDING THE SUM SPECI-
FIED IN THE BOND, AND ALSO, IN CASE SUIT IS BROUGHT UPON THE BOND, A REASONABLE
ATTORNEY 13 FEE, TO BE FIXED BY THE COURT, AS REQUIRED BY THE PROVISIONS OF SECTION
' 42O4 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA.
G
IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFI-
CATIONS AND OTHER CONTRACT DOCUMENTS
ON FILE IN THE OFFICE OF THE CITY CLERK.
WHEREAS, SAID PRINCIPAL HAS EXECUTED
OR IS ABOUT TO EXECUTE SAID CONTRACT AND
'
THE TERMS THEREOF REQUIRE THE FURNISHING
OF A BOND WITH SAID CONTRACT, PROVIDING
THAT IF SAID PRINCIPAL OR ANY OF HIS
OR ITS SUBCONTRACTORS, SHALL FAIL TO PAY FOR
ANY MATERIALS, PROVISIONS, PROVENDER,
OR OTHER SUPPLIES OR TEAMS USED IN, UPON, FOR,
OR ABOUT THE PERFORMANCE OF THE WORK
AGREED TO BE DONE, OR FOR ANY WORK OR LABOR
DONE THEREON OF ANY KIND, THE SURETY
ON THIS BOND WILL PAY THE SAME TO THE EXTENT
HEREINAFTER SET FORTH:
NOW, THEREFORE, WE
'
AS PRINCIPAL, HEREINAFTER DESIGNATED
AS THE CONTRACTOR AND
AS SURETY, ARE HELD FIRMLY BOUND UNTO
THE CITY OF NEWPORT BEACH, IN THE SUM OF
DOLLARS ($
SAID SUM BEING ONE -HALF OF THE ESTIMATED AMOUNT PAYABLE BY THE CITY OF NEWPORT
BEACH UNDER THE TERMS OF THE CONTRACT, FOR WHICH PAYMENT WELL AND TRULY TO BE MADE
WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND ADMINISTRATORS, SUCCESSORS OR ASSIGNS,
JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS.
' THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE PERSON OR HIS SUBCON-
TRACTORS, FAIL TO PAY FOR ANY MATERIALS, PROVISIONS, PROVENDER, OR OTHER SUPPLIES,
' OR TEAMS, 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, THAT THE
SURETY OR SURETIES WILL PAY FOR THE SAME, IN AN AMOUNT NOT EXCEEDING THE SUM SPECI-
FIED IN THE BOND, AND ALSO, IN CASE SUIT IS BROUGHT UPON THE BOND, A REASONABLE
ATTORNEY 13 FEE, TO BE FIXED BY THE COURT, AS REQUIRED BY THE PROVISIONS OF SECTION
' 42O4 OF THE GOVERNMENT CODE OF THE STATE OF CALIFORNIA.
G
PAGE G
' (LABOR AND MATERIAL BOND - CONTINUED)
THIS BOND SHALL INURE TO THE BENEFIT OF ANY AND ALL PERSONS, COMPANIES, AND CORPOR-
ATION ENTITLED TO FILE CLAIMS UNDER SECTION 1192.1 OF THE CODE OF CIVIL PROCEDURE
SO AS TO GIVE A RIGHT OF ACTION TO THEM OR THEIR ASSIGNS IN ANY SUIT BROUGHT UPON
' THIS BOND, AS REQUIRED BY THE PROVISIONS OF SECTION 11205 OF THE GOVERNMENT CODE OF
THE STATE OF CALIFORNIA.
1
I
I
1
11
AND THE SAID SURETY, FOR VALUE RECEIVED, HEREBY STIPULATES AND AGREES THAT NO CHANGE,
EXTENSION OF TIME, ALTERATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACT OR TO THE
WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE SAME SHALL .
IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BOND, AND IT DOES HEREBY WAIVE NOTICE OF
ANY SUCH CHANGE, EXTENSION OF TIME, ALTERATIONS OR ADDITIONS TO THE TERMS OF THE
CONTRACTOR OR TO THE WORK OR TO THE SPECIFICATIONS.
IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL, IT
IS AGREED THAT THE DEATH OF ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE SURETY FROM
ITS OBLIGATIONS UNDER THIS BOND.
IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL F!'
SURETY ABOVE NAMED, ON THE DAY OF , 196
(SEAL)
(SEAL)
(SEAL
CONTRACTOR
APPROVED AS TO FORM: SURETY
ITY ATTORNEY
THIS BOND WAS APPROVED BY THE CITY COUNCIL
OF THE CITY OF NEWPORT BEACH BY MOTION ON
ATTEST:
DATE
ITY �.LERK
(SEAL)
(SEAL)
(SEAL)
1
PAGE 7
PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS, THAT
WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA,
BY MOTION ADOPTED
' HAS AWARDED TO
s
HEREINAFTER DESIGNATED AS THE "PRINCIPAL ", A CONTRACT FOR
IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFt-
CATIONS AND OTHER CONTRACT DOCUMENTS NOW ON FILE IN THE OFFICE OF THE CITY CLERK
OF THE CITY OF NEWPORT BEACH.
WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND
THE TERMS THEREOF REQUIRE THE FURNISHING A BOND FOR THE FAITHFUL PERFORMANCE OF
SAID CONTRACT
' NOW, THEREFORE, WE,
AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE "CONTRACTOR", AND
AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF
DOLLARS
SAID SUM BEING EQUAL TO 50% OF THE ESTIMATED AMOUNT OF THE CONTRACT, TO BE PAID TO
THE SAID CITY OR ITS CERTAIN ATTORNEY, ITS SUCCESSORS, AND ASSIGNS; FOR WHICH PAY-
MENT, WELL AND TRULY TO BE MADE, WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND AD—;
1 MINISTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRE-
SENTS.
THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE ABOVE BOUNDEN PRINCIPAL, HIS
OR ITS HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS, OR ASSIGNS, SHALL IN ALL THINGS
STAND TO AND ABIDE BY, AND WELL AND TRULY KEEP AND PERFORM THE COVENANTS, CONDITIONS
AND AGREEMENTS IN THE SAID CONTRACT AND ANY ALTERATION THEREOF MADE AS THEREIN PRO-
, VIDEO ON HIS OR THEIR PART, TO BE KEPT AND PERFORMED AT THE TIME AND IN THE MANNER
THEREIN SPECIFIED, AND IN ALL RESPECTS ACCORDING TO THEIR TRUE INTENT AND MEANING,
AND SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF NEWPORT BEACH, ITS OFFICERS AND
' AGENTS, AS THEREIN STIPULATED, THEN THIS OBLIGATION SHALL BECOME NULL AND VOID;
OTHERWISE IT SHALL REMAIN IN FULL FORCE AND VIRTUE.
i
p
PAGE 8
' (PERFORMANCE BOND - CONTINUED)
APPROVED AS TO FORM:
' CITY ATTORNEY
11
AND SAID SURETY, FOR VALUE RECEIVED, HEREBY STIPULATES AND AGREES THAT NO
CHANGE,
EXTENSION OF TIME, ALTERATION OR ADDITION TO THE TERMS OF THE CONTRACT OR
TO THE
WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE. SAME SHALL
IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BOND, AND IT DOES HEREBY WAIVE
NOTICE
'
OF ANY CHANGE, EXTENSION OF TIME, ALTERATION OR ADDITION TO THE TERMS OF
THE CON-
TRACT OR TO THE WORK OR TO THE SPECIFICATIONS.
'
IN THE EVENT THAT ANY PRINCIPAL ABOVE NAMED EXECUTED THIS BOND AS AN INDIVIDUAL,
IT IS AGREED THAT THE DEATH ON ANY SUCH PRINCIPAL SHALL NOT EXONERATE THE
SURETY
FROM ITS OBLIGATIONS UNDER THIS BOND.
IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL
AND
SURETY ABOVE NAMED, ON THE DAY OF 196_
(SEAL)
'
(SEAL)
(SEAL)
CONTRACTOR
(SEAL)
'
(SEAL)
SURETY
APPROVED AS TO FORM:
' CITY ATTORNEY
11
• PAGE 9
NON- COLLUSION AFFIDAVIT
THE BIDDERS BY ITS OFFICERS AND AGENTS OR REPRESENTATIVES PRESENT AT THE TIME OF
FILING THIS BIDS BEING DULY SWORN ON THEIR OATHS SAYS THAT NEITHER THEY NOR ANY
' OF THEME HAVE IN ANY WAY, DIRECTLY OR INDIRECTLY, ENTERED INTO ANY ARRANGEMENT OR
AGREEMENT WITH ANY OTHER BIDDER, OR WITH ANY PUBLIC OFFICER OF SUCH CITY OF NEWPORT
BEACH WHEREBY SUCH AFFIANT OR AFFIANTS OR EITHER OF THEME HAS PAID OR IS TO PAY TO
SUCH BIDDER OR PUBLIC OFFICER ANY SUM OF MONEY, OR HAS GIVEN OR IS TO GIVE TO SUCH
' OTHER BIDDER OR PUBLIC OFFICER ANYTHING OF VALUE WHATEVER, OR SUCH AFFIANT OR AF-
FIANTS OR EITHER OF THEM HAS NOT DIRECTLY OR INDIRECTLY ENTERED INTO ANY ARRANGE-
MENT OR AGREEMENT WITH ANY OTHER BIDDER OR BIDDERS WHICH TENDS TO OR DOES LESSEN
OR DESTROY FREE COMPET17ION IN THE LETTING OF THE CONTRACT SOUGHT FOR BY THE AT-
TACHED BIDS; THAT NO BID HAS BEEN ACCEPTED FROM ANY SUBCONTRACTOR OR MATERIALMAN
THROUGH ANY BID DEPOSITORY THE BYLAWS) RULES OR REGULATIONS OF WHICH PROHIBIT OR
' PREVENT THE CONTRACTOR FROM CONSIDERING ANY BID FROM ANY SUBCONTRACTOR OR MATERIAL-
MAN WHICH IS NOT PROCESSED THROUGH SAID BID DEPOSITORY, OR WHICH PREVENT ANY SUB-
CONTRACTOR OR MATERIALMAN FROM BIDDING TO ANY CONTRACTOR WHO DOES NOT USE THE
FACILITIES OF OR ACCEPT BIDS FROM OR THROUGH SUCH BID DEPOSITORY; THAT NO INDUCE-
, MENT OR ANY FORM OR CHARACTER OTHER THAN THAT WHICH APPEARS UPON THE FACE OF THE
BID WILL BE SUGGESTED, OFFERED, PAID, OR DELIVERED TO ANY PERSON WHOMSOEVER TO
INFLUENCE THE ACCEPTANCE OF THE SAID BID OR AWARDING OF THE CONTRACT, NOR HAS THIS
BIDDER ANY AGREEMENT OR UNDERSTANDING OF ANY KIND WHATSOEVER, WITH ANY PERSON
WHOMSOEVER TO PAYS DELIVER TO, OR SHARE WITH ANY OTHER PERSON IN ANY WAY OR MANNER
ANY OF THE PROCEEDS OF THE CONTRACTS SOUGHT BY THIS BID.
JRARK ;: C:O., IN
CARLTON A. P6ST + PRE4.
GORD.ON E. Mcr.RF _668"
SUBSCRIBED
AND SWORN TO BEFORE ME BY
THIS _ ,.. DAY OF ���,!.vC F rl'^^^A
I GEORGE G. CALHOOUN
196 m NOTARY PUBLIC
PRINCIPAL ICE I CALIFORNIA
PRINCIPAL OFFICE IN
ORANGE COUNTY
MY COMMISSION EXPIRES:
My Cammisswn ETka Ian. 22, 1969 'NOTARY PUBLIC �!
I
J
I
I
0 9
PAGE 10
BIDDER'S STATEMENT OF FINANCIAL RESPONSIBILITY
TECHNICAL ABILITY AND EXPERIENCE
(THE BIDDER IS REQUIRED TO STATE WHAT WORK OF A SIMILAR CHARACTER TO THAT INCLUDED
IN THE PROPOSED CONTRACT HE HAS SUCCESSFULLY PERFORMED AND GIVE REFERENCE WHICH
WILL ENABLE THE CITY COUNCIL TO JUDGE HIS RESPONSIBILITY EXPERIENCES SKILLS AND
BUSINESS STANDING.)
THE UNDERSIGNED SUBMITS HEREWITH A STATEMENT OF HIS FINANCIAL RESPONSIBILITY.
THE UNDERSIGNED SUBMITS BELOW A STATEMENT OF THE WORK OF SIMILAR CHARACTER TO THAT
INCLUDED IN THE PROPOSED CONTRACT WHICH HE HAS SUCCESSFULLY PERFORMED.
Ini.S� LE ^= mac<,yy Ctrl' of Cc zcs 3.a
Mt � Isg:ocz: °—
'1
I
1
1
I
I
I
SIGNED
a VAS yx A 0c LA P4.Ln -p-
v oo0
S7'A -CtE �•- ..= z- :`��.�: r7 c r �1 OFErs-
l 65�OC;o
-r' 4C- c/aru -4c;QQo �,zarc c,4= CauF
23 S,cc'G —
r
'1
I
1
1
I
I
I
SIGNED
'
•
•
PAGE II
'
C O N T R A C T
AGREEMENT,
THIS MADE AND ENTERED INTO THIS
DAY OF
'
BY AND BETWEEN THE CITY OF NEWPORT BEACH; CALIFORNIA,
HEREINAFTER DESIGNATED
AS THE
CITY, PARTY OF THE FIRST PART, AND
'
HEREINAFTER DESIGNATED AS THE CONTRACTOR, PARTY OF -THE
SECOND PART.
WITNESSETH; THAT THE PARTIES HERETO DO MUTUALLY
AGREE AS FOLLOWS;
1. FOR AND IN CONSIDERATION OF THE PAYMENTS AND
AGREEMENTS HEREINAFTER
MENTIONED
TO BE MADE AND PERFORMED BY THE CITY, THE CONTRACTOR AGREES
WITH THE CITY TO
FURNISH
ALL MATERIALS AND LABOR FOR THE CONSTRUCTION OF
AND TO PERFORM AND COMPLETE IN A GOOD AND WORKMANLIKE MANNER ALL THE WORK PERTAINING
' THERETO SHOWN ON THE PLANS AND SPECIFICATIONS THEREFOR; TO FURNISH AT HIS OWN PROPER
COST AND EXPENSE ALL TOOLS, EQUIPMENT, LABOR, AND MATERIALS NECESSARY THEREFOR, (EX-
CEPT SUCH MATERIALS, IF ANY, AS IN THE SAID SPECIFICATIONS ARE STIPULATED TO BE FUR
' NISHED BY THE CITY), AND TO DO EVERYTHING REQUIRED BY THIS AGREEMENT AND THE SAID
PLANS AND SPECIFICATIONS.
' 2, FOR FURNISHING ALL SAID MATERIALS AND LABOR, TOOLS AND EQUIPMENT, AND DOING
ALL THE WORK CONTEMPLATED AND EMBRACED IN THIS AGREEMENT, ALSO FOR ALL LOSS AND DAMAGE
ARISING OUT OF THE NATURE OF THE WORK AFORESAID, OR FROM THE ACTION OF THE ELEMENTS,
OR FROM ANY UNFORESEEN DIFFICULTIES WHICH MAY ARISE OR BE ENCOUNTERED IN THE PROSECU-
TION OF THE WORK UNTIL ITS ACCEPTANCE BY THE CITY, AND FOR ALL RISKS OF EVERY DE-
SCRIPTION CONNECTED WITH THE WORK; ALSO, FOR ALL EXPENSES INCURRED BY OR IN CONSE-
QUENCE OF THE SUSPENSION OR DISCONTINUANCE OF WORK, EXCEPT SUCH AS IN SAID SPECIFI-
CATIONS ARE EXPRESSLY STIPULATED TO BE BORNE BY THE CITY; AND FOR WELL AND FAITHFULLY
COMPLETING THE WORK AND THE WHOLE THEREOF, IN THE MANNER SHOWN AND DESCRIBED IN THE
SAID PLANS AND SPECIFICATIONS, THE CITY WILL PAY AND THE CONTRACTOR SHALL RECEIVE IN
FULL COMPENSATION THEREFORE THE LUMP SUM PRICE, OR IF THE BID IS ON THE UNIT PRICE
BASIS, THE TOTAL PRICE FOR THE SEVERAL ITEMS FURNISHED PURSUANT TO THE SPECIFICATIONS,
NAMED IN THE BIDDING SHEET OF THE PROPOSAL, AS THE CASE MAY BE.
3. THE CITY HEREBY PROMISES AND AGREES WITH THE SAID CONTRACTOR TO EMPLOY, AND
DOES HEREBY EMPLOY THE SAID CONTRACTOR TO PROVIDE THE MAt ERIALS AND TO DO THE WORK
ACCORDING TO THE TERMS AND CONDITIONS HEREIN CONTAINED AND REFERRED TO FOR THE PRICE
' AFORESAID, AND HEREBY CONTRACTS TO PAY THE SAME AT THE TIME, IN THE MANNER, AND UPON
THE CONDITIONS SET FORTH IN THE SPECIFICATIONS; AND THE SAID PARTIES FOR THEMSELVES,
THEIR HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS AND ASSIGNS, DO HEREBY AGREE TO
THE FULL PERFORMANCE OF THE COVENANTS HEREIN CONTAINED.
4. THE NOTICE TO BIDDERS, INSTRUCTIONS TO BIDDERS, CONTRACTOR'S PROPOSAL, AND
THE PLANS AND SPECIFICATIONS, AND ALL AMENDMENTS THEREOF, WHEN APPROVED BY THE PAR-
' TIES HERETO, OR WHEN REQUIRED BY THE CITY IN ACCORDANCE WITH THE PROVISIONS OF THE
PLANS AND SPECIFICATIONS, ARE HEREBY INCORPORATED IN AND MADE PART OF THIS AGREE-
MENT.
' 2/7%67 • • PAGE 12
' 5. PURSUANT TO THE LABOR CODE OF THE STATE OF CALIFORNIAN THE CITY COUNCIL HAS
ASCERTAINED THE GENERAL PREVAILING RATES OF PER DIEM WAGES FOR EACH CRAFT OR TYPE OF
WORKMAN NEEDED TO EXECUTE THE CONTRACT AND A SCHEDULE CONTAINING SUCH INFORMATION IS
INCLUDED IN THE NOTICE INVITING BIDS AND IS INCORPORATED BY REFERENCE HEREIN.
6. THE CONTRACTOR SHALL ASSUME THE DEFENSE OF AND INDEMNIFY AND SAVE HARMLESS THE
' ATTEST:
CITY CLERK
CONTRACTOR
(SEAL)
F3Y:
TITLE
BY:
TITLE
' APPROVED AS TO FORM:
CITY ATTORNEY
CITY2 THE DIRECTOR OF PUBLIC WORKSS AND THEIR OFFICERS AND
EMPLOYEES) FROM ALL CLAIMS)
LOSS2 DAMAGE, INJURY, AND LIABILITY OF EVERY
KIND, NATURE,
AND DESCRIPTIONS DIRECTLY OR
INDIRECTLY ARISING FROM THE'. PERFORMANCE OF THE
CONTRACT OR
WORK2 REGARDLESS OF RESPONSI-
BILITY FOR NEGLIGENCE; AND FROM ANY AND ALL
CLAIMSs LOSS
DAMAGES INJURY, AND LIABILITY
HOWSOEVER THE SAME MAY BE CAUSED, RESULTING
DIRECTLY OR INDIRECTLY
FROM THE NATURE OF THE
'
WORK COVERED BY THE CONTRACT, REGARDLESS OF
RESPONSIBILITY
FOR NEGLIGENCE.
IN WITNESS WHEREOF, THE PARTIES HERETO
HAVE CAUSED THIS
CONTRACT TO BE EXECUTED THE
'
DAY AND YEAR FIRST ABOVE WRITTEN.
CITY OF
NEWPORT BEACH, CALIFORNIA
'
BY'
MAYOR
' ATTEST:
CITY CLERK
CONTRACTOR
(SEAL)
F3Y:
TITLE
BY:
TITLE
' APPROVED AS TO FORM:
CITY ATTORNEY
INDEX
TO
SPECIAL PROVISIONS
PAGE
1.
SPECIFICATIONS
1
1 -1 General
1
2.
DRAWINGS
1
2 -1 General
1
3.
LOCATION AND SCOPE OF WORK
1
3 -1 General
1
4,
TRAFFIC CONTROL
2
4 -1 General
2
5.
TIME OF COMPLETION
3
5 -1 General
3
6.
PAYMENT
3
6 -1 General
3
7.
CONSTRUCTION SURVEY STAKING
3
7 -1 General
3
8.
PROTECTION OF EXISTING UTILITIES
4
8 -1 General
4
9.
UNFORESEEN DIFFICULTIES
4
9 -1 General
4
10.
GUARANTEE
4
10 -1 General
4
11.
BID ITEMS OF WORK
4
11 -1 Clearing and Grubbing
4
11 -2 Excavation
5
11 -3 Imported Borrow Material
6
11 -4 Asphalt Concrete
6
11 -5 Aggregate Base
6
1
PAGE
11 -6 'Lime
Treated Sub -Base
7
11 -7
Granulated Quick -Lime
9
11
Asphalt Concrete Driveways
9
-8
i
11 -9
Adjust Manholes to Grade
9
11 -10
Adjust Gate Valves to Grade
10
11 -11
Remove & Relocate Existing Fire Hydrant
10
11 -12
Perforated Underdrain
10
'
11 -13
Construct Reinforced Concrete Box, Outlet Structure
11
and Rip Rap
11 -14
Construct 2" Water Service
11
11 -15
Construct 8" A.C. Water Lateral, 8" Gate Valve and Plug
12
11 -16
Relocate Existing Street Light and Underground Conduit
12
12. BID ITEMS OF WORK FOR IMPROVEMENT OF 23RD STREET
14
12 -1
Remove Existing A.C. Pavement and Berms; Excavate and
Prepare Subgrade
14
12 -2
Remove Existing Concrete Curb and Gutter
14
'
12 -3
Remove Trees and Stumps
14
12 -4
Construct 8" A.C.Pa Water Main
14
'
12 -5
Furnish and Install 8" Gate Valves
15
12 -6
Construct Concrete Curb and Gutter, Type A -2, Per Or. Co.
Std, Plan 202
15
12 -7
Construct Concrete Curb and Gutter, Type A. Per CNB Std:
102 -L
15
12 -8
Construct P.C.C. Alley Approach
15
12 -9
Construct P.C.C. Residential Driveway Approaches
15
12 -10
Sawcut and Remove Existing Sidewalk Section and Construct
New P.C.C. Steps
16'
12 -11
Construct Aggregate Base
16
12 -12
Construct Aggregate Base
16
'
72 -13
Adjust Existing Manhold Frame and Cover to Grade
16
12 -14
Adjust Existing Underdrain Cleanout Frame and Cover to Grade
16
12 -15
Relocate Existing Underdrain Cleanout and Remove Existing
B" A.C. Underdrain Pipe
16
' CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
IRVINE AVENUE - TUSTIN AVENUE - 23RD STREET
SELECT SYSTEM PROJECT NO. 78
AHFP PROJECT NO. 405
CONTRACT 1112
SPECIAL PROVISIONS
SECTION 1
SPECIFICATIONS
1 -1 GENERAL
II
11
All work shall be done in accordance with the City of Newport Beach,
Public Works Department, standard specifications dated November 27,
1961, the applicable provisions in the California State Standard
Specifications dated July, 1964, excepting the provisions pertaining
to measurement and payment, and these special provisions.
SECTION 2
2 -1
DRAWINGS
GENERAL
The complete set of plans for bidding and construction consists of
the following-.
Drawing No. R- 5113 -5,
Sheets 1 through 10,
Improvements
Sheet 11, 23rd Street
Sheet 12 and 13, 23rd
Sheet 14, 23rd Street
Sheets 1 through 14
rrvine Avenue - Tustin Avenue
8" Water Line Construction
Street Improvements
Details
' SECTION 3
LOCATION AND SCOPE OF WORK
3 -1 GENERAL
The work to be constructed under this contract is the improvement
' of Irvine Tustin Avenue approximately 5,700 feet in length between
22nd Street and University Avenue located within the City of Newport
Beach and the County of Orange and 23rd Street between Irvine Avenue
and Tustin Avenue within the City of Newport Beach.
The work to be done consists of clearing and grubbing, grading,
removal of existing pavement, construction of concrete curb and
' gutter, construction. of.... variable .pavement.- and_.base. sections,
including lime treated subgrade, construction of reinforced concrete
storm drains, catch basins, junction structures and outlet structures,
' Special Provisions - 1
11 0 6
' placement of water valves and sewer stubs, and other appurtenant
work as necessary to complete the work as shown on the plans and
as included in these specifications. Alternate structural sections
' are proposed which are 4" A.C. /9" A.B. /7" LTS which will require
imported borrow or 4" A.C. /17" A.B.
SECTION 4
TRAFFIC CONTROL
4 -1 GENERAL
The Contractor shall submit to the City, in writing, a plan of the
proposed method of traffic control, for approval, prior to start
of the work. No work may begin prior to receipt of said approval.
Full compensation for traffic control shall be considered as
included in the prices paid for the various contract items of work
and no additional compensation will be paid therefor. Ingress and
egress to all private driveways adjoining the work shall be reason-
ably maintained except during construction of new driveway approaches.
Residents must be given 48 hour advance notice before commencing
work on the new driveway approaches.
The Contractor shall provide continuous dust control on all unpaved
areas open to traffic.
The following provisions for handling traffic shall be provided:
Irvine Tustin Avenue (22nd to University Avenue)
A minimum of one paved 10 foot paved lane in each
direction shall remain open to traffic at all times.
22nd Street
A minimum of one 10 foot lane in each direction shall
remain open to traffic at all times. Traffic will be
permitted to travel on aggregate base for a maximum
of 7 calendar days with continuous dust control.
Temporary paving of 2" A.C. will be required after 7
calendar days.
23rd Street
One 10 foot lane shall be kept open along 23rd Street
and traffic shall be allowed to pass through the
intersections with Tustin and Irvine Avenues at all
times. The intersection of 23rd Street and Lake Park
Lane may be closed to through traffic during
construction of the new alley approach.
Special Provisions - 2
0 a
Barricades, Flashers, Flagman, Control Signs
1 The Contractor shall provide adequate traffic
protective devices and controls to the satisfaction
of the Resident Engineer. Adequate control devices
shall be continuously maintained at all places where
the construction causes a possible hazard to traffic.
All barricading shall be permanently illuminated or
reflectorized. Minnesota Mining and Manufacturing
Company's CODIT reflective paint or SCOTCHLITE
reflective sheeting are representative of suitable
materials for this purpose.
SECTION 5
TIME OF COMPLETION
' 5 -1 GENERAL
All items of work shown on the plans, described in these special
provisions are listed as items in the bid proposal shall be
completed in 140 CONSECUTIVE CALENDAR DAYS from the date of the
notice to proceed.
SECTION 6
PAYMENT
6 -1 GENERAL
The prices bid for the various items of work shall, unless otherwise
stated, include full compensation for all labor, materials, tools,
equipment and incidentals necessary to the completed work.
' Compensation for work shown on the plans and 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.
SECTION 7
' CONSTRUCTION SURVEY STAKING
7 -1 GENERAL
Field surveys for control of construction shall be the responsibility
of the Contractor. Construction shall be under the supervision of
a California Licensed Surveyor or Civil Engineer. Staking shall be
performed on all items ordinarily staked 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 there-
for.
' Special Provisions - 3
I
SECTION 8
PROTECTION OF EXISTING UTILITIES
8 -1 GENERAL
0
Known utilities are indicated on the plans. Construction of the
storm drains and structural sections will cause work to be performed
under and very near existing sewer lines and water lines. The
Contractor shall protect in place and be responsible for, at his
own expense, any damage to any utilities encountered during
construction of the items shown on the plans. All water and sewer
lines shown on the plans that cross or interfere with the storm
drain construction shall be exposed and checked for grade before
the storm drain is placed within 50 feet of said crossing. The
Contractor shall check the grade of all utilities immediately upon
exposing said facility and determine if any conflict exists with
the construction. Any conflict shall be reported to the Engineer
immediately. The Contractor shall request each utility company
to locate their facilities prior to performing work.
SECTION 9
UNFORESEEN DIFFICULTIES
9 -1 GENERAL
Should unknown conditions, subsurface or otherwise, be discovered
during the progress of the work, the City shall be notified
immediately. The City will them make a determination as to whether
these conditions constitute extra work and so notify the Contractor
in writing.
SECTION 10
' GUARANTEE
10 -1 GENERAL
' 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, including settlement
' of pavement and embankment, and any such defects shall be immediately
repaired at the Contractor's expense.
SECTION 11
BID ITEMS OF WORK
' 11 -1 CLEARING AND GRUBBING - Bid Item No. 43
Clearing and grubbing shall conform to Section 10 -02 of the Standard
' Specifications. All concrete, concrete curb, asphalt pavement and
other items shown on the plans to be removed shall be included in
the Bid Item No. 43 for clearing and grubbing.
Special Provisions - 4
' Existing Signs, Barricades, Reinforced Concrete Pipe, and other items
to be removed which are of value to the City shall be delivered to
the City of Newport Corporation Yard. Payment shall be considered
as included in the bid price paid for clearing and grubbing.
11 -2 EXCAVATION - Bid Item No. 44
' Excavation shall conform to Section 10 -04 of the Standard Specifi-
cations and these Special Provisions. Construction of embankments
' and subgrade preparation shall conform to Sections 10 -05 through
10 -11 where applicable. The finished subgrade beneath the lime
treated sub -base shall have no relative compaction requirement in
lieu of the 95% specified in Section 10 -07. Existing asphalt pavement
and base material is included in the quantities of excavation and
shall be considered as included in the excavation quantities and no
additional allowance will be made therefor.
The asphalt concrete pavement removed shall be disposed of at
Contractor's expense. The Contractor, at his option, may dispose
of asphalt concrete pavement from roadway excavation within compacted
embankments, or as otherwise approved by the City, subject to the
following conditions:
a. Waste asphalt concrete pavement shall be broken 'gip such that
no single piece of asphalt concrete exceeds 2.0 feet in any
dimension.
b. Material shall be placed according to Section 19 -06 of the
State Standard Specifications in horizontal layers not
' exceeding 1 -1/2 foot in thickness. It shall be covered by
not less than two 8 -inch layers of compacted fill soil
before placing another layer of broken asphalt.
c. Broken asphalt shall not be placed closer than 6 feet from
the top of any compacted embankment, nor closer than 6 feet
from the exposed face of any fill, nor closer than 6 feet
from drainage structures required to be constructed under
this contract.
Aggregate base removed in roadway excavation may be disposed of in
any compacted embankment subject to meeting specifications for
compaction but shall be placed no closer than 2 feet from the exposed
face of any fill slope.
' Material stock -piled along the existing roadway between Station
20+ and 24± shall be considered roadway excavation. It shall be
placed within the embankment at the bid price of Item 44. The
resident engineer shall determine the quantity and his estimate
shall be final.
' The bid price for Excavation Item No. 44 shall include but not be
limited to the cost of placing embankment, watering and subgrade
preparation.
' Special Provisions - 5
I ' 11-3 IMPORTED BORROW MATERIAL - Bid Item No. 45
Imported Borrow Material shall be of a quality suitable for building
' the required fills with a minimum "R" value of 25. The Contractor
shall obtain his own source of material and obtain written approval
of the material before any import is delivered to the project. The
City will approve borrow material prior to the bid opening if
requested and given 48 hours to do so. An existing stock -pile of
broken asphalt concrete paving adjacent to the Right of Way at
Station 16± is available for borrow. The material shall be placed
in the embankment in accordance with Section 11 -02 of these Special
Provisions. Arrangements shall be made with the Irvine Company,
Contract Administration, Telephone Number 714 544 -0120. The approved
. , borrow site shall be cross sectioned, before any material is removed
for delivery to the job site, by a licensed land surveyor or civil
engineer. The site shall be cross sectioned after the material has
' been removed and the licensed land surveyor or civil engineer shall
certify the quantity delivered to the job site. The price paid per
cubic yard for imported borrow shall include full compensation for the
material, hauling, placing, watering, subgrade preparation and other
things necessary and no additional allowance with be made therefor,
11 -4 ASPHALT CONCRETE - Bid Item No. lA
The provisions of Section 12 of the City Standard Specifications shall
govern the furnishing and placing of asphalt concrete on aggregate
base. The mineral aggregate for base. course and surface course shall
be 3/4 -inch maximum - medium grading. The mineral aggregate for 1 -inch
and variable A.C. cap shall be 1/2 -inch maximum -fine grading. The
amount of asphalt binder to be mixed with the mineral aggregate shall
' be between 3% and 7% by weight of the dry mineral aggregate. The
exact amount of asphalt binder to be mixed with the mineral aggregate
will be determined by the City.
The provisions in Section 39 -2.04A and 29 -2.04B of the State Standard
Specifications are superseded by the following°
' At least 75% by weight of the material retained in
the No. 4 sieve shall have at least one fracture
face as determined by Test Method No. Calif, 205.
Prime coat and paint binder shall be applied in amounts as specified
in Section 12 of the City Standard Specifications, Prime coat shall
be liquid asphalt grade SC- 25.0.. Paint binder ('tack coat) shall be
mixing' type asphalt emulsion with a bituminous base grade of 60 -70
paving asphalt.
11 -5 AGGREGATE BASE - Bid Item No. 1B or 1B (Alt,)
Aggregate base shall conform to Section 11 of the Standard Specifi-
cations and these Special Provisions. Class 3 aggregate shall conform
to the provisions for Class 2 aggregate base which is 1 -1/2 -inch maximum
as specified in Section 26 of the State Standard Specifications and
' these Special Provisions. Class 1 aggregate base, 3/4" maximum size,
conforming to the requirements of Section 26 -1,02A of the State
Standard Speicifcations may be substituted for Class 3 aggregate base
as specified above,
Special Provisions - 6
0 0
Al least 65% by weight of the material retained on the No. 4 sieve
shall have at least one fractured face as determined by Test
Method No. Calif. 205.
The R -value requirement will not be waived as provided in Section
26 -1,02A of the State Standard Specifications.
The provisions of Section 26 -1.035 of the State Standard Specifi-
cations are superseded by the followings
At the time aggregate base is spread, it may have
a moisture content sufficient to obtain the required
compaction. `Such moisture shall be uniformly
distributed throughout the material.
' In lieu of the spreading requirements specified in Section 26,
aggregate base material shall be spread upon prepared subgrade
by means of approved spreading devices which will deposit a
' uniform windrow or layer, and after spreading as above specified,
the material shall be shaped to the requirements of Section 26 of
the State Standard Specifications. Motor graders may be used for
the aforementioned shaping. Tailgate spreading of the material
' by dump trucks will not be permitted except for spot dumping and
in areas not readily accessible to approved spreading devices.
The use of bottom dumps will be permitted.
Compaction shall conform to the requirements of Section 11 -04 of
the City Standard Specifications.
' 11 -6 LIME TREATED SUB -BASE - Bid Item No. 1C
A. General - This work shall consist of breaking up the native
' material and imported borrow, mixing with a specified percentage
of quick -lime, curing, spreading and compacting the mixed material
to the dimensions shown on the typical section of lime- treated
' soil. The soil may be mixed in place.
B. Subgrade Preparation - Native material and imported borrow
shall be scarified and thoroughly broken up by means of equip-
' ment constructed and operated to leave an undisturbed plane at
a uniform depth below the surface shown on the typical cross
section. Precautions shall be taken to avoid forming furrows
' of loosened material below the plate above mentioned and to
obtain a uniform condition of the material for the full width
to be treated.
' All clods of material in the ag'g'regate that will soften when
soaked in water for 30 minutes shall be broken up such that
all the broken pieces will pass a one inch sieve. Full compen-
sation for such work will be considered as included in the
prices paid for the various contract items of lime treated
sub -base work and no additional compensation will be allowed
' therefor.
Special Provisions - 7
0 0
The lime shall be spread uniformly_at..thp.ra.te. specified by
the Engineer. Extreme care shall.be..taken...to_prevent an
human contact with the quick -lime before it is mixed with
the soil. The quick -lime shall be mixed into the soil as
soon as possible after spreading. The Contractor shall keep
under continual surveillance all quick -lime from the time it
is delivered on the job site until it is mixed with the soil.
C. Mixing - Water shall be added during the mixing process until
the water content of.the mixture is approximately 24 above
the optimum moisture content for the soil. Mixing operations
shall be performed in such a manner as to produce a homo-
geneous, uniform mixture of the quick -lime, water, and the
material being treated. Streaks and pockets of quick -lime
shall be considered as evidence in inadequate mixing.
' The mixing shall be accomplished with a self - propelled rotary
traveling mixer approved by the Engineer, such as a Bros Model
LS PRM -84A. The material shall be shaped and sized for the
' addition of lime. The windrow or blanket shall be limited to
such size that all the material can be passed through the
machine at each operation.
'
The mixing operation shall be such that the variation of lime
'
content in the samples taken from the completed mixture spread
on the roadbed, shall not have a variation below the specified
'
precent of the in -place material of more than 0.5 %, based on
the weight of the treated material, as determined by the
t
California Test Method No. 338, on at least 75% of the tests
'
taken. A deficiency of more than 1% of the specified appli-
'
cation percentage in any one test will not be permitted. In
the event that the mixture of the in -place material with the
lime does not meet the above percentage requirements based on
'
the field determined application rate, the mixture shall be
remixed.
' D. Spreading After Mixing, and Compaction - 'After the addition
of lime and water, a preliminary curing period of not less
than 24 hours, nor more than 72 hours, is required before the
lime- treated soil is spread and compacted. The exact length
of time shall be determined by the Engineer.
The treated mixture shall be spread on the subgrade. Segregation
'
shall be avoided and the base shall be free from pockets of
coarse or fine material. Immediately prior to spreading the
lime treated material, the subgrade shall be moistened and
kept moist but not excessively wet. If longitudinal construc-
t
tion joints are necessary they shall fall on lane lines.
'
The mixture may be spread and compacted in one layer, and
the surface of the material shall be kept moist or prevented
from drying out.
The relative compaction of the lime- treated sub -base shall be
not less than 90%, as determined by California Test Method
No. 216 -E.
Special Provisions - 8
E. Curinq - During mixing and compacting operations, the mixture
shall be kept above the optimum moisture content. After
compaction the surface of the mixture shall be kept continuously
moist until such time as it is covered with the base course or
prime coat.
' F. Measurement - Breaking up, mixing, spreading, curing and com-
pacting lime- treated soil will be measured on an area basis.
' The area in square yards to be used as a basis for payment
will be determined by horizontal measurement of the finished
surface of the base at the grading plane.
' G. Payment - The price bid for work covered by this section shall
include full compensation for furnishing all labor, materials,
water, (except quick- lime), tools, equipment and incidentals for com-
plying with the above requirements and no additional compensa-
tion will be made therefor.
11 -7 GRANULATED QUICK -LIME - Bid Item No. 1D
Lime to be mixed with the native soil in preparing lime- treated
soil shall be commercial granulated quick -lime conforming to
' ASTM C -51. When sampled by the Engineer at the job site, the
sample of lime shall contain not less than 115% of calcium hydroxide
after hydration, as determined by the procedure of hydrate outlined
in ASTM -C -25.
The Contractor shall furnish the Engineer with a certificate from
' the manufacturer of compliance to this requirement. The amount
of granulated quick -lime used shall be between 2y% and 3% by dry
weight of the soil. The exact application rate shall be as
specified by the Engineer.
Payment for this item shall be based on the dry weight of granu-
lated quick -lime incorporated in the lime- treated soil and used
' in the stabilization of wet or unstable areas.
11 -8 ASPHALT CONCRETE DRIVEWAYS - Bid Item No. 6
' Asphalt concrete driveways shall conform to Section 12 of the
Standard Specifications and these Special Provisions. Reconstruc-
tion shall conform to the lines and grades shown on the plans and
' will match the existing thickness. If the existing driveway is
partially removed the remaining pavement will be sawcut to expose
a uniform join just prior to repaving.
The subgrade to receive asphalt concrete driveways shall be
compacted as specified for subgrade preparation. The subgrade
' shall receive a prime coat as specified for asphalt paving'.
Mineral in asphalt concrete shall be hZ -inch maximum- medium grading.
11 -9 ADJUST MANHOLES TO GRADE - Bid Item No. 11
' Adjusting manholes to grade shall conform to the provisions in
Sections 15 and 71 of the State Standard Specifications and these
' Special Provisions.
Special Provisions - 9
1 • i
1
A. The method of adjusting manholes in areas of new construction
1 or reconstruction shall be as follows:
1. Manholes frames and covers and manhole shafts shall be
removed to a depth 6" below subgrade and covered with an
adequate steel cover.
2. Upon completion of roadway construction, after the asphalt
1 concrete has been laid, circular holes shall be cut where
the manholes exist.
3. The manholes shall then be adjusted to the proper grade,
the manhole frames and covers replaced, and the pavement
shall be replaced with a structural section equivalent to
that existing in adjacent areas. A concrete collar shall
' be constructed as shown in Std. -402 -L City of Newport Beach.
The Costs Mesa Sanitary District, Telephone 834 -5307, shall be
1 notified at least 24 hours prior to any work, and all such work
shall be done to their satisfaction.
1 The contract unit price paid per each for adjusting sewer manholes
to grade shall include full compensation for furnishing all labor,
materials, tools, and equipment and doing all the work involved in
adjusting the manholes as above specified, including all excavation,
1 backfill, replacement of payment sections and protective coating,
if necessary, and no additional compensation will be allowed
therefore.
11 -10 ADJUST GATE VALVES TO GRADE - Bid Item No. 12
Existing Gate Valve Assemblies are to be protected during pavement
removal and reconstruction. Upon completion.of roadway construction
and after the asphalt concrete has been laid, circular holes shall
be cut where the gate valves exist. The valve cover and riser
pipe shall then be adjusted to grade in accordance with Std. - 507 -L.
It shall be the Contractor's responsibility to locate and accurately
reference all valves prior to reconstruction of the roadway.
11 -11 REMOVE & RELOCATED EXISTING FIRE HYDRANT - Bid Item No. 14
Existing fire hydrants shall be relocated as shown on the plans and in
accordance with Std. - 501 -L. Existing equipment may be reused if
protected from damage during the work. A new thrust /anchor concrete
block will be required in the new location.
11 -12 PERFORATED UNDERDRAIN - Bid Item No. 18
Perforated underdrain shall consist of furnishing and installing
asbestos - cement pipe underdrain and furnishing and placing
permeable material as shown on the plans or directed by the
Engineer and as specified in Section 68 of the State Standard
Specifications and these Special Provisions. Perforated asbestos -
cement pipe shall be Class 2400 pipe. Permeable material shall
conform to Class 2 of the State Standard Specifications. The cost
Special Provisions - _10....
1
of all excavation, backfill, placing and compaction of permeable
material and incidental backfill outside the embankment shall be
included in the contract unit price for furnishing and installing
perforated underdrain.
11 -13 CONSTRUCT REINFORCED CONCRETE BOX, 84" RCP (1100D),
OUTLET STRUCTURE. AND RIP RAP - Bid Item No. 38
' Construction of the reinforced concrete box, 84" RCP (1100D), the
outlet structure and Rip Rap shall conform to the plans, Standard
Specifications and these Special Provisions.
The existing outlet structure will be removed as shown on the plans
to the headwall portion. Existing reinforcing steel within 2 feet
' of the join will be re -bent and tied into the new work. The steel
shall be cleaned of old concrete.
The existing 72" RCP outlet grating shall be salvaged and modified
' for use on the 84" RCP. The outlet grate on the CMPA shall be
salvaged and shall become the property of the City of Costa Mesa.
The existing hinges shall be extended or new hinges fabricated to
modify the 72" outlet grating for the 84" RCP. All modification
work will be galvanized after fabrication.
The storm drain manhole steps shall conform to Std. -406 -L and the
manhole to Std.- 402 -L.
' The Rip Rap shall conform to the plans and these Special Provisions.
Minimum thickness and length are shown on the plans. The Contractor
may dispose of broken curb and gutter and other Portland cement
concrete in the outlet area of the structure as shown on the plans.
The Rip Rap shall be finished to a neat surface and uniform lines.
Maximum size of broken concrete shall be 30 inches in any dimension.
Voids shall be filled with broken concrete in various sizes to provide
a uniform surface. All excess broken concrete shall be disposed of
at the Contractor's expense under the bid item for clearing and grubbing.
' The contract unit price paid for the construction of Reinforced
Concrete Box, 84" RCP (1100D), Outlet Structure and Rip Rap shall
include full compensation for furnishing all labor, materials,
' tools and equipment and doing all the work involved in constructing
the reinforced box, installing the 84" RCP and constructing the
outlet structure with Rip Rap as specified, including but not
' limited to removing the existing outlet structure, excavation,
backfill and outlet channel adjustment, and no additional compen-
sation will be allowed therefor.
11 -14 CONSTRUCT 2" WATER SERVICE - Bid Item No. 39
Constructing' the 2" Hot -Tap of the existing 12" Cement Coated
' and Lined Steel Water Main shall conform to Standard 505 -L.
Water services shall conform to Standard 513 -L with a blind flange
' connected to the 2" angle valve and shall include a 2" meter box.
Special Provisions - 11
1 ' The Contractor shall notify Superintendent of the City of.Newport Beach
Water Department 24 hours prior to any work on the 12 C.C. and
C.L., steel water main.
' 11 -15
M
E
' Constructing the Hot Tap of the existing 12" C.C. and C.L., steel
water main will conform to the Standard Specifications and these
Special Provisions.
' The cement lined nozzle shall be custom fabricated to fit the
O.D. of the steel pipe. The nozzle shall be of a design which
will give a full I.D. after �" or thicker concrete lining has
' been poured. The nozzle shall include a curved 4" steel pad to
fit against the steel liner which will be 3"'„wider than the nozzle
and reach one -half way around the steel cylinder pipe. After the
' concrete lining has been chipped off the area of the pad, the
nozzle is welded to the line. The pad is welded to the nozzle and
the pipe. Cover all exposed areas with cement and complete tap -in.
The Water Superintendent of the City of Newport Beach shall be
notified in writing of the sub- contractor proposed to do the hot -
tap. The Water Supreintendent shall approve said sub - contractor
' prior to any work on the 12" C.C. and C.L., steel water main.
The 8" Gate Valve, 8" A.C. Water Line and Cap shall conform to
the Standard Plans and these Special Provisions.
The 8" Gate Valve shall be installed in accordance with Std.- 507 -L,
' including Valve Riser, Cover and final adjustment to grade. The
8" A.C. Water Line shall be extended to the property line and
capped per Std. -504 -L (no water services required).
The unit price paid for Bid Item No. 40, construct 8" Water Lateral,
8" Gate Valve and Cap shall include full compensation for furnishing
all labor, materials, tools, and doing all the work involved in
constructing the 8" A.C. Water Laterals as above specified including
all excavation, backfill, hot -tap, thrust blocks and replacement
of pavement sections, if necessary, and noadditional compensation
will be allowed therefor.
11 -16 RELOCATE EXISTING STREET LIGHT AND UNDERGROUND
CONDUIT - Bid Item No. 42
Relocation of the existing lighting standard shall conform to
Section 18 of the Standard Specifications and these Special
' Provisions. The Contractor shall protect the existing installation
until a new foundation is placed and ready for the standard. Re-
location is to be completed during day -light hours and the light
shall remain in service during hours of darkness. The existing
' conduit will be relocated behind the curb as shown on the plans
from Station 15 +20+ to 17 +20 +.
Special Provisions -12
0 6
1 ..
The Contractor shall protect existing above ground facilities during
the relocation from damage. Any of the above ground facilities
damaged shall be replaced at the Contractor's expense.
The contract unit price paid per each for relocating existing street
light and underground conduit shall include full compensation for
furnishing all labor, materials, tools, and equipment and doing all
the work involved in relocating the existing street light as above
' specified including all excavation, backfill, conduit, wiring,
concrete and pull boxes if necessary, and no additional compensation
will be allowed therefor.
u
II
11
1
LI
' Special Provisions - 13
• i
SECTION 12
BID ITEMS OF WORK POR•IMPROVEMENT OF 23rd STREET
12 -1 Remove Existing A.C. Pavement'and Berms; Excavate and Prepare Subgrade -
o;A T,_E M.. M
This item of work includes the removal of the existing asphalt concrete pavement
over the entire street section, removal of existing asphalt concrete driveway and
alley approaches, removal of the existing asphalt concrete berm along the north-
erly side of the street, and doing all the necessary excavation and grading in
preparation for placing all aggregate base and all new portland cement concrete.
The lump sum price bid shall include the cost of sawcutting the A.C. pavement at
the Tustin Avenue intersection; all pavement removal, excavation, and subgrade
preparation; and disposal off -site of all excess material.
12 -2 Remove Existing Concrete Curb and Gutter - Bid Item No. 102
All the existing concrete curb and gutter along the southerly side of 23rd Street
between the B. C. R. at Tustin Avenue (Sta. 0 +43), and the end of the curb and
gutter near Irvine Avenue (Sta. 6 +60), shall be removed. The existing storm
drainage outlet structure located at Sta. 5 +00 shall also be removed. The unit
price bid shall include the cost of removing the drainage structure and off -site
disposal of all broken pieces of concrete and other debris, as well as the cost
of excavation and subgrade preparation for the new concrete curb and gutter.
12 -3 Remove Trees and Stumps - Bid Item No. 103
The trees to be removed and the stumps to be grubbed out under this item of work
are located along the southerly side of 23rd Street. The particular trees to be
removed are indicated on the Plans and will be marked in the field. The unit
price bid for this item of work shall include the cost of filling, compacting, and
dressing up the holes remaining after the tree stumps have been grubbed out.
12 -4 Construct 8" A.C.P. Water Main- Bid Item No. 104
The material to be used shall be asbestos cement water pipe conforming to Section
19 -02 (1) of the City Standard Specifications. The pipe shall be installed at a
minimum depth of 36" below the finished surface of the new roadway, or as directed
by the Engineer.
Rubber ring joints in asbestos cement pipe need not be exposed during testing. All
other types of joints and all service connections shall be left exposed during
testing operations.
The unit price bid for this item of work shall include the cost of furnishing and
installing the 8" A.C. pipe; excavating, backfilling, and compacting the trench;
placing the sand bed; furnishing and installing the 8" cast iron tee - section;
furnishing and installing a flanged cap and thrust block at the stub -out into
Lake Park Lane; and furnishing and installing all necessary couplings, 450- bends,
and associated concrete thrust blocks. The cost of removing the existing street
surface and reconstruction of the new street surface over the water main trench
are not to be included in the unit price bid for this item of work. Portland
cement concrete thrust blocks shall be constructed at the locations shown on the
Plan and in accordance with applicable portions of the City of Newport Beach
Drawing No. STD.- 502 -L.
Special Provisions - 14
1 0 0
' 12 -5' Furnish and Install 8" Gate Valves - Bid Item No. 105
The 8" gate valves to be furnished and installed under this item of work shall
conform to Section 19 -02, paragraph (8), of the Standard Specifications.
Each valve shall be installed in a No. 4 TT valve box, as manufactured by Brooks
Products, Inc., with a cast iron cover marked "Water ".
'
The unit price bid for this
and cover.
12 -6 Construct Concrete Curb and
item of work shall include the cost of the valve box
Gutter, Type A -2, Per Or. Co. Std. Plan 202 -
Bid Item No. 106
This item of work consists
of constructing
new concrete curb and gutter along
the southerly side of 23rd
Street, between
the end of the curb return at Tustin
Avenue (Sta. 0 +43) and the
beginning of the
curb return at Irvine Avenue (Sta.7 +43.16),
The curb and gutter shall be Type A -2 with
an B" curb face and shall conform to
Orange County Standard Plan
202.
'
Attention is directed to the
7 -foot section
of curb and gutter between Sta. 0 +43
and Sta. 0 +50, required to
transition from
the existing 6" curb face to the new
8" curb face.
12 -7 Construct Concrete Curb and
Gutter, Type A,
Per CNB Std. -102 -L - Bid Item No. 107
This item of work consists of constructing new concrete curb and gutter along the
northerly side of 23rd Street, from Sta, 0 +43 to Sta. 4 +62.97, where existing con-
crete curb and gutter with a 6" curb face will be joined. The curb and gutter shall
' be Type A with a 6" curb face and shall conform to City of Newport Beach Drawing
Std.- 102 -L.
A transition section, two -feet long, shall be constructed where the new 24" wide
' gutter joins the existing 18" wide gutter.
12 -8 Construct P.C.C, Alley Approach--(20' Wide) Bid Item No, 108
' The new P.C.C. alley approach to be constructed at the intersection of 23rd Street
and Lake Park Lane (Sta. 2 +43) shall conform to applicable portions of the City of
Newport Beach Drawing No. STD -105 -L and the details shown on Sheet 14 of the Plans.
The lump sum price bid for this item of work shall be the cost of placing the 6"
thick Portland cement concrete alley approach.
' 12 -9 Construct P.C.C. Residential Driveway Approaches - Bid Item No. 109
' The new 6" thick portland cement concrete driveway approaches to be constructed at
Stations 0 +89, 1 +05, 1 +76.5, and 4 +54.5, shall have a minimum curb opening width
of 15' and shall conform to the details shown on Sheet 14 of the Plans.
The unit price bid for this item of work shall be applicable for the driveway ap-
proaches, the concrete section (Sta. 0 +95 to Sta. 1 +00) between the two new drive-
way approaches, and the concrete section (Sta. 4 +60.5 to Sta. 4 +63.5) between the
' new driveway approach and the existing concrete sidewalk.
1 Special Provisions - 15
12 -10 Sawcut and Remove Existing-'Sidewalk Section And Construct New P.C.C. Steps
Bid Item No. 110
' This item of work consists of sawcutting and removing the existing sidewalk slab
at Sta. 3 +10.20 and constructing new Portland cement concrete steps to conform to
the details shown on Sheet 14 of the Plans.
The lump sum price bid for this item shall include the cost of all associated work.
12 -11 Construct Aggregate'Base - Bfd'Item No. 111
The aggregate base to be furnished and placed under this item of work shall conform
to Section 11 of the City's Standard Specifications, except that 3/4 inch Class 1
' aggregate base is acceptable.
The unit price bid for this item of work shall be applicable to the cost of con-
, structing the 8" thick aggregate base for the new street section and the 5" thick
aggregate base under the curbs and gutters and under the new alley approach at
Lake Park Lane.
12 -12 Construct Asphalt Concrete Pavement Bid Item No. 112
The asphalt concrete to be furnished and placed under this item of work shall con-
form to Section 12 of the City's Standard Specifications.
The unit price bid for this item of work shall be applicable
structing the 3" thick asphalt concrete street pavement, the
crete patching required in conjunction with the construction
driveway approaches, and any other miscellaneous patching or
to complete the job, The unit price bid shall include the c
applying the prime coat or tack coat.
to the cost of con -
5" thick asphalt con -
of the new alley and
feathering necessary
)st of furnishing and
12 -13 Adjust Existing Manhole Frame and Cover to Grade - Bid Item No. 113
Adjustment of existing manhole frames and covers to grade and payment therefore
shall be as described in Section 11 -9 of these Special Provisions.
12 -14 Adjust Existing Underdrain Cleanout Frame and Cover to Grade - Bid Item No, 114
Adjustment of the existing underdrain cleanout frames and covers to finished grade
and payment therefore shall be as similarly described for manhole adjustment in
Section 11 -9 -A of these Special Provisions.
Special Provisions - 16
12 -15 Relocate Existing`Underdrain
CTeanout and Remove Existing 8"
A.C. Underdrain Pipe
Bid Item No. 115
The lump sum price bid for this item of work
the existing underdrain cleanout as shown on
shall include the
Sheet 13 of the
cost of relocating
Plans and removal of
approximately 105'
of existing perforated 8"
asbestos cement
underdrain pipe.
'
The unit price bid
for Item No. 19 shall be
applicable to the
10' section of new
perforated 8" A.C.
underdrain pipe extending
from the end of
the existing under-
drain into the new
catch basin.
Special Provisions - 16
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CATE VALVE AUD TAPP /.UG SLEE V"F
q`'j '�••' (BAi'6 VALVE SH!)LL BE 10WA
L /ST 14, REUSELLAER L /ST /3A,
OR RICAI SER /ES Zo).
CITY OF NEWPORT BEACH DRAWN -r DATE 3- /Z -63
PUBLIC WORKS DEPARTMENT APPROVE
TAPP/.tJG SLEEXE ,i41JD GATE �
ASS . USLIC WORKS OIRECTOR
V4LV"= FO.P C4ST Q2041 OAF
LISBEST05 CEME�C/T P /PE DRAWING NO. STD-S07-1.
�i
TN1S Old fEAM/oV :
130, FOR / Z° .METER
a
METER 4FLAN9ED COIAPL/A/G 7b BE
1AISVI480 dY C/7V AFTER "CrrER
BOX /5 Al PLACE,. I
9 l:
SLOPE 1144,70_/fe ,
CO,VNECr
L/NE BY
0
COMC. oveme am (SE6 AlorE .4L )
MR ///0 AJE7W - B 9 OW -5 Oaf PR45ER 44SVO -
/ow re Wfnw. . BRFww •66.5 QQ FRA5E,p Afa '
0
PLAN6ED CLU,, LV?f
WITH I P. FEMALE THREAD •.l
ANGLE VALVE W/rH ,,
FLANGE COMVCCAMI "" 90° BEND CAN BE MADE WITH
✓A,ME6 ✓ONES /S2SF AN APPROVED MFV. BENDVR
/MUELLER M -14271 ,TYPE K COPPER 7Y.18/AA —a
OUA,RrC-R
SErVD ..............
-J4UE5
.. A14V ,✓ -IS"
s
MUELLER N -/6575
MiPL/NG /P NEEDED.
PuBCO
C- 97'64. ...
✓AA,fES - J0"i55 J- 157E v
'.
i(fUELLE-R N -/6828
PUBCO C -2745
CORPORAT/01V 5 TOP • • • •. a '
]Akfe6 JONES J -1600
A4UELLER H -/5000 OR
PUBCO 0,2700 �:• °
'•'
A. C. WATER ,NAmi ....... . r/
DOUBLE B,R'OVZe, SERV /CE
CLAMP W /TN C. S. TKREAp
JAMES ..C"CS J -959
MUELLER A(-r,00
S IW 81-,4 1R 32.9
DAN - DE /02 D
BAKER S,RIES /B9 -0
O %Er`
O• METER BOKE&' SU®✓ECr 7o YR r-IC LOAD /A/G
W /LL REQU /RE G /. TRAPP /C COIA=RS'.
2. WROUGHT COPPE.+7 FlrrwGs W/TFf' 4U4PrERS
57LVE4' OR T /N- ANT /.NQVV SOLDER MAV BE
USED IN LIEU OF FLARED TYPE F/rr /NOS
WITH THE APPROVAL OF 'MC ENGINEER
CITY OF NEWPORT BEACH
a
M
QC-V. DEC£,MBER , Ig g
• DATE OCTOBER 10, 1963
STANDARD 14VA E SE ME -XiffPUBLIC WORKS DIRECTOR
w // 2 �� a 21 SYD 5/3 L
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PAVEMENT WIDTH TO THIS POINT
2I
NOTE:
CONC. PER LIN. FT. n •0645 CU. YDS.
1 CU. YD. a 15.5 LIN. FT.
*GUTTER HIKE -UP IN PLANE OF PAVEMENT IF
CROSS-SLOPE OF PAVEMENT IS AWAY FROM
CURB.
ORANGE COUNTY HIGHWAY DEPARTMENT
Approved
Z
1�
W
a
a
10
ze /6S I STD. PLAN
.ommisslone� Vale 120
_2
B C. E
e.
*•
.a.
I� RADIUS_
.'c�.'•
_
•:�'•
't• �••,,.0:'t•:
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2°-9
NOTE:
CONC. PER LIN. FT. n •0645 CU. YDS.
1 CU. YD. a 15.5 LIN. FT.
*GUTTER HIKE -UP IN PLANE OF PAVEMENT IF
CROSS-SLOPE OF PAVEMENT IS AWAY FROM
CURB.
ORANGE COUNTY HIGHWAY DEPARTMENT
Approved
Z
1�
W
a
a
10
ze /6S I STD. PLAN
.ommisslone� Vale 120
_2
VARIABLE
VARIABLE
Begin putter transition
Vol. Concrete
Cross Gul ler =0.198 C.Y. /L -F
Spandrel (Excluding 2 gutter
25'Rodius•6.23C.Y.
35 Rodius '110.12C.Y.
GY11.1
Ae I Y v ° ' e0�le � :. .. W1d1°
PLAN
NOTE° Smooth tr
oweI9"Wideflowline in n
o.oG'G X- Guiters and Aprons where grades are
; less than 0.5%.
• a t P: .:.'
.eor
AA. e�Mln. to n��d
SECTION B -B
15° I 15,
10" A.B. Min.
4 04 smooth tarsi S
41 long, 24 C.C.
SECTION A -A
f A. C.
Min.
4" A.B.
Min.
o
_n
JL
(+
Weakened plane joint
A premoldel filler.
c'
Min. depth 2
A
C
Conc. 8" thick
R W
•
B
�a4
Maintaln strai ht flow line 4!_ _
o
4
15,z
—
I _
�:
a
4 4 smooth bars
Expcnsion joints
Begin
gutter transition
a0e1AL
I . •
4" long, 24 c.c.
(Typical)
mp"
I 3 from bottom
or e
......... • f
•.
A
e
. > a :,-• .,
•
SEC. C -C ",,,,,
GY11.1
Ae I Y v ° ' e0�le � :. .. W1d1°
PLAN
NOTE° Smooth tr
oweI9"Wideflowline in n
o.oG'G X- Guiters and Aprons where grades are
; less than 0.5%.
• a t P: .:.'
.eor
AA. e�Mln. to n��d
SECTION B -B
15° I 15,
10" A.B. Min.
4 04 smooth tarsi S
41 long, 24 C.C.
SECTION A -A
f A. C.
Min.
4" A.B.
Min.
-o-1 %4 Checkered'PPllate Cover 8 Frame (3'0 "s 3 ° -8 "'
e i
Scoring Line I
0
1 I I
Anchors
1
"4 ® 12"= =r
Optional it. •I
"4pi2'r."
Curb
SECTION D -D
4 "R.`- •"��OutlaV �Protection Bar (S"es Note 6 Sid, Pion
�R,,�.,� Curb Support 305)
u D (See Curb Support Details
and Note 7 Std. Plan 0305)
PLAN
i
See Curb Support Details,
Std. Plan "30
Sep Detail, Std. Plan 0305
t -Vj F -- 2 -10
L
•t "..a{ }s— 3 °-5 Varies 6
III1 �t:: ": i:�.: i'�7i i':�w:y'Y`.,:i::i. ..✓ -... `'N �;�.
40 4 ® 12".t `y w401 2 -:
Intel
-_i 0
I
Provide one 378 x %2 brass 2
flathead screw in each
corner of Z cover 1 II 1„ Edger .Finish
(Total: 4)
414 4 3 6
`•..; 'i'• Va 0 6" bend
to clear. Place
;.yN••` ''t:�';:; .i'•.�• two per aide
SECTION C -C
i' ORANGE COUNTY HIGHWAY DEPARTMENT
Approved -
INLET TYPE OL
SECTION B -B
♦4.1.
N ,�•
.. H ..
.. t...
8' or less
6"
Inlet I
"; Min. slops:.10% °.
,.
...{'.:
Note'
Standard opening - lengths are
(oiher lengths maybsused)
SECTION A -A
-_i 0
I
Provide one 378 x %2 brass 2
flathead screw in each
corner of Z cover 1 II 1„ Edger .Finish
(Total: 4)
414 4 3 6
`•..; 'i'• Va 0 6" bend
to clear. Place
;.yN••` ''t:�';:; .i'•.�• two per aide
SECTION C -C
i' ORANGE COUNTY HIGHWAY DEPARTMENT
Approved -
INLET TYPE OL
SECTION B -B
♦4.1.
N ,�•
• . OL: Curb Opening, Large
For Details 8 Notes, see Std. Pion 305
For Local Depressions, see Sid. Plan 307
Curb Opening shall conform to curb alignment.
Cover Dimensions r ( 3'- 0 "w3' -rs")
6l•�816 S
STD- PLAN
302
.. H ..
.. t...
8' or less
6"
• . OL: Curb Opening, Large
For Details 8 Notes, see Std. Pion 305
For Local Depressions, see Sid. Plan 307
Curb Opening shall conform to curb alignment.
Cover Dimensions r ( 3'- 0 "w3' -rs")
6l•�816 S
STD- PLAN
302
0
TO: CITY COUNCIL
FROM: Public Works Department
S/. _
51
June 10,`1968
SUBJECT: CONTRACT 1112, IMPROVEMENT OF IRVINE /TUSTIN AVENUE FROM 22nd STREET TO
UNIVERSITY DRIVE, AND 23rd STREET FROM IRVINE AVENUE TO TUSTIN AVENUE
RECOMMENDATIONS:
1. Adopt a Resolution awarding the contract to °Mark Construction Company
for $285,718.66, and authorizing the Mayor and City Clerk to execute .
the contra.
2 - Authorize the Finance Director,to'encumber, funds in the total amount
of $325,897.24. (This , amount - i-ncludes -funds for construction, engine-
ering, and_- contingencies; as-outlined below.)
DISCUSSION:
Four bids were received and opened in the office of the City Clerk at
10:00 A.M., on June 4, 1968.
BIDDER TOTAL
1. Mark Construction Co., Garden Grove $285,718.66
2. Sully- Miller Contracting Co., Orange $292,862.12
3. Griffith Co., Costa Mesa $305,389.83
4. Lynam -Wood Construction, Inc. $314,809.09
The low bid is 10% below the Engineer's estimate of $316,469.00.
The total estimated cost of the project is:
Irvine /Tustin
1. Engineering 17,500.00
2. Striping and Signing 1,500.00
3. Inspection and Testing 5,000.00
4. Contract Amount 267,080.01
5. Contingency 9,676.58
Total Estimated Cost $300,756.59
TOTAL ......... $325,897.24
)UNCIL'
FILE:-L. M
r
23rd Street
500.00
1,000.00
18,640.65
5.000.00
$25,140.65
* 3as 61 7.��
Page 2
Subject: Contract 1112, Improvement of Irvine /Tustin Avenue from 22nd Street to
University Drive, and 23rd Street from Irvine Avenue to Tustin Avenue
Funding will be as follows:
Source Budgeted Required Difference
CITY
— S'ection 2107 $92,537.21 $110,000.00 $17,462.79
Gas Tax
Account #20- 3378 -043
Section 2106
Gas Tax
Account #19- 3378 -046 9,500.00 0 - ($9,500.00)
Water Fund 12,362.00 12,362.00 0
Account #50- 9297 -048
General Fund 25,000.00 16,140.65 - ($8,859.35)
Account #02- 3397 -147
COUNTY
Arterial Highway
Financing Program 135,500.00 134,530.00 -($ 970.00)
Account #25- 3378 -100 -1
Road Department 46,352.24 50,006.00 3,647.76
Account #25- 3378 -100 -2
PROPERTY OWNER DEPOSITS 3 Received 10 7 Remain
360.00 2,964.59 Outstanding
2,604.59
Budget amendments for the supplemental funds required are being submitted
for Council consideration. Sufficient funds are currently available in unappropriated
surplus.
Cooperative financing agreements have been executed with the County. The
County Road Department will finance all work outside the City. The Arterial High-
way Financing Program will finance a portion of the work which falls within the
City limits.
0 0
Page 3
Subject: Contract 1112, Improvement of Irvine /Tustin Avenue from 22nd Street to
University Drive, and 23rd Street from Irvine Avenue to Tustin Avenue
Ten property owners have requested construction of curb, gutter and /or
sidewalk adjacent to their property be included in this contract. The cost of
these items will be paid by them. Three owners have deposited funds. The re-
mainder are expected to make deposits in the immediate future.
Plans and Specifications for the Irvine /Tustin Avenue portion of this
project were prepared by Williamson and Schmid, Civil Engineers of Santa Ana.
The 23rd Street portion was prepared by the Public Works Department.
The estimated date of completion is 7 November, 1968.
Joseph T. DevlinN
Public Works Director
HTC:ms
0
CITY OF NEWPORT BEACH
CITY ATTORNEY
DEPARTMENT
To: City Clerk
From: City Attorney
June 10, 1968
51
Subject: Resolution awarding a contract for the improvement
of Irvine /Tustin Avenue from 22nd Street to Uni-
versity Drive, and the improvement of 23rd Street
from Irvine Avenue to Tustin Avenue (Contract No. 1112).
Transmitted is subject resolution which, if adopted by the
City Council, will award the contract to Mark Construction Co.,
Inc. for the work in the amount of $285,718.66.
This is for Council consideration at their meeting on June 10,
1968.
Tully i. Seymo r
City Attorney
THS:hc
Atts.
cc - City Manager
Public Works Director
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0 A
City Hall, Newport Beach, California, until 10:00 a.m., on the
4th day of June, 1968, at which time they will be opened and
read, for performing work as follows; =
IMPROVEMENT OF IRVINE /TUSTIN AVENUE FROM 22ND
STREET TO UNIVERSITY DRIVE AND IMPROVEMENT OF
23RD STREET FROM TUSTIN AVENUE TO IRVINE AVENUE
CONTRACT NO. 1112
No bid will be receired unless it is made on a proposal form
furnished by the Public Works Department. Each bid most be
accompanied by cash, certified check or Bidder's Bond made
payable to the City of Newport Beach, for an amount equal to
at least 10 percent of the amount bid.
The documents included within the sealed bids which require
completion and execution are the following:
1. — Proposal
2. Page 3 — Designation of Sub- contractors
3. Page 4 — Bidder's Bond
4. Page 9 — Non - collusion Affidavit
5. Page 10 — Contractor's Financial Status
The documents shall be affixed with the appropriate signatures
and titles of the persons signing on behalf Mite bidder. For
corporations, the signatures of the President or Vice President
and Secretory or Assistant Secretory are required and the Cor-
porate Seal shall be affixed to all documents requiring signa-
tures. In the case of a partnership, the signature of at least
one general partner is required.
All bids are to be compared on the basis of the Engineer's
estimate.. The estimated quantities are approximate only, being
given solely as a basis for the comparison of bids.
No bid will be accepted from a Contractor who has not been
licensed in accordance with the provisions of Chapter 9, Divi-
sion III of Business and Professions' Code. The Contractor
shall state his license number and classification in the propo-
sal.
Plans, Special Provis:ons, and Contract Documents may be
Obtained at the Public Works Department, City Hall, Newport
Beach, California, at no cost to licensed contractors. A non-
,J ? J --.
refundable charge of .$2.00 will be. required for each set of plans,
special Provisions, and contract documents for others than
licensed contractors. It is requested that the plans and special
kx revisions be returned within 2 weeks after the bid opening.
4 non- refundablr. charge of $2.00 will be required for each set
y' .f City of Newport Beach Standard Specifications. .g
•r r 4 -'The Citv of Newport Beach reserves the tight to reject any or
l bids and to r aivc any informality in such bids, iF
11c,
'accordance with the provisions of Section 1770 of the our,
tug, 8$t the City Council of the City of Newport Beach hediyb. •
c aft*Wlaed the general prevailing rate of per diem wages
:pr 4i�e 8
t4, - locality in which the work is to be performed for each iS
c�ly'a4tg�g,Qt workman or mechanic needed to execute the c__r7::'ln^•3'
.Las"Afllorth these items in Resolution No. 6519. t t
.. qt... 2 .: ,.
/1 60p'� of said Acsulution is available in the offi0ift�f_fft�";t�ey.:
ftChrlir§? :fie City of Newport Beach.
eiSrift ciiswing is the schedule of retailing wage
�tmt a selective list of classif %ations. Together
ation included in Resolution No. 6519, this sch is
to be considered a part of these contract specifications.
Prevailing Rage Rates — 1966-67
Classification (Selective Listing) (511166) (511167)
Carpenters 4.83
Cement Mason Journeyman 4.60 4.84
Laborers
General or Construction 3.70 3.85
Asphalt Raker & Ironer 3.91 4.06
Flagman 3.70 3.85
Guinea Chaser 3.78 3.93
Lavingtof all non - metallic pipe 4.01 4.16
Tunnel less! fi cations
Vibratorman, Jack Hammer, Pneumatic Tools,
(except driller) 4.315 4.4445
0
a+
xr;�'
Operating Engineers
(7/7/66)
(717167)
Oiler and signalman (Group 1)
4.38
4.53
Skiploader (Less ?s yda) (Group 2)
Rodman and Chainman (Group 3)
4.62
4.86
4.77
5.01
Instrumentman (Group 4)
4.97
5.12
Grade Checker(Group 5)
5.16
5.31
Pavement - breaker operator (Group 5)
5.16
5.31
Grade -all operator (Group 6)
5.26
5.41
Teamsters
(517166)
(5/1/67)
Dump Truck Driver (Less than 4yds)
4.35
4.50
Water truck driver (2500 gal. to 4000 gal.)
4.53
4.68
Building and Construction trades
(511166)
(517167)
Bricklayer $ Stone Mason
5.15
5.15
Electrician
(711166)
(711167)
Journeyman Wireman
6.11
6.55
(4/28/66)
Lather
4.765
Painters
(7/1/66),
(7/1/67)
Journeyman — Spray
5.22
5.33
Pipe trades
Plumber
5.55
5.64
Any classification omitted herein shall
he the prevailing
trait rate.
Overtime, Sundav an(L Holiday rates are
at prevailing
craft
rates.
CITY OF NEWPORT BEACH, CALIFORNIA
Laura Lagios, City Clerk
Publish: blay 23, 1968, in the Newport Harbor Ensign
`q
K
I
WSOU-NIC'3L-
S
ti� May 13> 1968
p' ,-/TO: CITY COUNCIL LAZif
.FROM: Public Works Department ��,,�•� � � „
SUBJECT: Improvement of Irvine /Tustin Avenue from 22nd Street to University / =
Drive, and Improvement of 23rd Street from Tustin Avenue to Irvine /
Avenue; Contract No. 1112 fro
RECOMMENDATIONS:
1. Approve the Plans and Specifications .'�
2. Authorize the City Clerk to advertise for bids to be opened
at 10:00 A.M., on June 4, 1968. -�
3. Adopt a resolution accepting an easement for street and high-
way purposes extending - Northerly from 22nd Street to University `-
Drive.
4. Adopt a minute resolution authorizing the Mayor and the City
Clerk to execute a right -of -way certification for the subject
project.
5. Approve a partial waiver of Irvine Company improvement obli-
gations under the Capital Improvement Policy in exchange for
excess right -of -way dedication.
DISCUSSION:
This project will provide for the widening of Irvine /Tustin Avenue to
four lanes divided between 22nd Street and University Drive. The existing align-
ment will be generally followed, however, in the vicinity of Private Road the
curvature will be reduced to provide better sight distance at that intersection.
Curb, gutter, and sidewalk, to be funded by the adjacent property owner, will be
constructed in several locations,
In addition to the work on Irvine /Tustin Avenue, the contract includes
the reconstruction of 23rd Street from Tustin Avenue to Irvine Avenue and the in-
stallation of an 8" diameter water main in 23rd Street to complete the loop serving
the City area Westerly of Irvine Avenue.
The estimated cost of the project is as follows:
Construction
Irvine /Tustin Avenue $292,000.00
23rd Street 31,000.00
SUBTOTAL $323,000.00
Design Engineering
Irvine /Tustin Avenue $ 17,500.00
23rd Street (by City) -
SUBTOTAL 17,500.00
Field Engineering and Testing 6,000,00
Contingencies 5,500.00
TOTAL $352,000.00
r i
Page' 2
Subject
Improvement of Irvine /Tustin Avenue from 22nd Street to University Drive,
and Improvement of 23rd Street from Tustin Avenue to Irvine Avenue;
Contract No. 1112
The construction will be funded as follows:
SOURCE AMOUNT
City (Gas Tax) $136,050.00
Accounts #20- 3378 -043
and #20- 3378 -046
City (Water.Fund) 9,000.00
Account #50- 9297 -048
City (General Fund)
Account #02- 3397 -147 25,000.00
(23rd Street)
Orange County Road Department 46,000.00
Account #25- 3378 -100
Arterial Highway Financing 135,500.00
Program (AHFP)
Account #25- 3378 -100
Property Owner Deposits 450.00
TOTAL $352,000.00
There is presently appropriated a total of $98,000.00 in gas tax funds
for this project. It had been planned to finance the remaining gas tax portion with
an F.Y. 1968 -69 appropriation. However, i-t is now proposed,to advance the addition-
al funding to F.Yo 1967 -68. A budget amendment will be presented for Council con-
sideration when bids are received.
Cooperative financing agreements have been executed with the Arterial
Highway Financing Program and with the County of Orange. The County will finance
all work within County territory. The AHFP will finance 50% of the cost of the
eligible work on Irvine /Tustin Avenue within the City of Newport Beach.
Eleven property owners along Irvine /Tustin Avenue have requested that
construction of curb, gutter, and /or sidewalk adjacent to their property be in-
cluded in this contract. The cost of these items will be paid by them. Completion
of these sections of curb and gutter will provide continuous curb and gutter along
the westerly side of Irvine /Tustin Avenue. A total of $450.00 has been deposited
to date for this work. It is expected that most of the remainder will be deposited
prior to construction. Where deposits are not received the work will be deleted.
Inasmuch as the entire right -of -way needed for the widening is being
d e dicated on the easterly side rather than being split equally between both sides
of the street, the value of the excess should be credited towards the Irvine Com-
pany improvement obligations under the Capital Improvement Policy. The Irvine
0
Page 3
Subject: Improvement of Irvine /Tustin Avenue from 22nd Street to University Drive,
and Improvement of 23rd Street from'Tustin Avenue to Irvine Avenue;
Contract No. 1112
obligations will somewhat exceed the value of the excess right -of -way, and will
be used for arterial construction elsewhere:- Precise figures will be available
when bids are received.
One of the requirements of the Arterial Highway Financing Program is a
certification that the AHFP work is within public right -of -way, and that the
County will not be held responsible for.any liability arising from use of the
right -of -way, The certification has-been prepared by the City Attorney in the
form requested by the County.
The estimated completion date is December 1, 1968.
).V':A'eL'
Joseph T. Devlin
Public Works Director
GPD:ms
THS:mec
5/1/68
RESOLUTION NO. S¢L_ /
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
NEWPORT BEACH ACCEPTING A GRANT OF EASEMENT
WHEREAS, The Irvine Company, a West Virginia corpora-
tion, has executed and delivered to the City of Newport Beach
a Grant of Easement by which there is granted to the City an
easement for street and highway purposes in the City of Newport
Beach, County of Orange, State of California, over those portions
of Lot 151 of Block 5, Lot 153 of Block 4, and Block 52 of Irvine's
Subdivision, per map thereof recorded in Book 1, Page 88 of Miscel-
laneous Record Maps, records of said county, and those portions of
Lots 308, 318 and 328 of Newport Heights, per map thereof recorded
in Book 4, Page 83 of Miscellaneous Maps, records of said county,
included within the following described parcels:
Parcel 1: A strip of land 100.00 feet in width, lying 50.00
eeett on—each side of the following described centerline:
Beginning at the point on the Southeasterly prolongation of
the centerline of Twenty- second Street, distant S. 50° 00'
35" E. 10.00 feet from the centerline of Irvine Avenue, as
said Twenty- second Street and Irvine Avenue are shown on
said map of Newport Heights; thence, N. 390 58' 45" E.,
parallel with said centerline of Irvine Avenue, 335.01 feet
to the beginning of a tangent curve concave Westerly and
having a radius of 490.00 feet; thence, Northerly, along
said curve through a central angle of 530 39' 04 ", a distance
of 458.83 feet; thence, tangent to said curve, N. 13° 40°
19" W. 110.24 feet to the beginning of a tangent curve con-
cave Easterly and having a radius of 550.00 feet; thence,
Northerly along said curve, through a central angle of
530 39° 59 ", a distance of 515.16 feet to the point of
tangency of said curve with a line parallel with and dis-
tant 10.00 feet Southeasterly from that certain course on
the centerline of Irvine Avenue Extension described as
N. 400 00' 00" E. 132.63 feet in the deed to the County of
Orange, recorded in Book 2512, Page 446 of Official Records,
records of said county; thence, N. 390 59' 40" E., along
said parallel line, 465.40 feet to the beginning of a tangent
curve concave Westerly and having a radius of 370.00 feet;
thence, Northerly, along said curve, through a central angle
of 63° 43' 00" a distance of 411.46 feet to a reverse curve
concave Easterly and having a radius of 550.00 feet; thence,
Northerly, along said reverse curve, through a central angle
of 63° 43� 00 ", a distance of 611.64 feet to the point of
tangency of said reverse curve with a line parallel with and
distant 10.00 feet Southeasterly from that portion of the
centerline of Irvine Avenue shown as N. 39° 58' 45" E.
113.82 feet on the map of Tract 3138 recorded in Book 103,
Pages 31 to 33 inclusive of Miscellaneous Maps, records of
said county; thence, N. 39° 59' 40" E. along said parallel
line, 153.83 feet to the Northeasterly line of Santa Isabel
Avenue as shown on said map of Tract 3138. The sidelines
of this strip of land are extended or shortened to terminate
Northerly on said Northeasterly line of Santa Isabel Avenue
and the Southeasterly prolongation thereof, and to terminate
Southerly on said centerline of Twenty- second Street and the
Southeasterly prolongation thereof.
I`
Exceptingg therefrom that portion included within Lot 1 of
Tract 4224, per map thereof recorded in Book 157, Pages 1
to 14, inclusive of said Miscellaneous Maps.
Parcel 20 That portion of said Lot 328 bounded Southeast -
err y the Northwesterly line of Parcel 1, above described,
bounded Northeasterly by the Southwesterly line of Twenty -
third Street, 60 feet wide, as shown on said map of Newport
Heights, and bounded Westerly by the are of a curve concave
Westerly, having a radius of 25.00 feet, and being tangent
to said Northwesterly and Southwesterly lines,
Parcel 3: That portion of said Lots 151 and 153 described
as follows: Commencing at the centerline intersection of
Santa Isabel Avenue and Irvine Avenue, as shown on the map
of Tract 3138 recorded in Book 103, Pages 31 to 33 inclusive
of Miscellaneous Maps, records of said Orange County; thence,
S. 50° 01' 25" E., along the Southeasterly prolongation of the
said centerline of Santa Isabel Avenue, a distance of 10.00
feet; thence, N. 390 59' 40" E. 69.70 feet to the beginning
of a tangent curve concave Northwesterly and having a radius
of 775.00 feet; thence, Northeasterly*, along said curve
through a central angle of 28° 58' 54' a distance of 39P1.02
feet to a line tangent; thence, N. 118 00' 46" E., along said
line tangent, a distance of 189.18 feet to the beginning of a
tangent curve concave Southeasterly and having a radius of
775.00 feet; thence, Northeasterly along said curve through
• central angle of 28° 59' 04 ", a distance of 392.05 feet to
• line tangent, said line tangent being parallel with and
20.00 feet Southeasterly from the centerline of Tustin.
Avenue, as shown on the map of Tract 4969 recorded in Book
174, Pages 31 and 32 of Miscellaneous.Maps, records of said
Orange County; thence, S. 500 00' 10" E. 10.00 feet to a
line parallel with said centerline of Tustin Avenue (said
centerline being also the Northwesterly line of said Lot 153),
and distant Southeasterly therefrom 30.00 feet; measured at
right angles, and the true oint of be innin ; thence, along
said parallel line, N. 33.35�feet to a line
parallel with the Northwesterly line of said Lot 151 and
distant Southeasterly therefrom 30.00 feet; measured at
ri §ht angles; thence, along said parallel line, N. 39° 59'
16 E. 1234.81 feet to the most Westerly corner of the land
described in the Grant of Easement to the City of Newport
Beach recorded January 13, 1967 in Book 8152, Page 562 of
Official Records, records of said Oran §e County; thence,
along the boundary of said land, S. 50 00' 44' E. 20.00
feet to a line parallel with said Northwesterly line of Lot
151 and distant Southeasterly 50.00 feet therefrom, measured
at right angles; thence, So 390 59' 16" W., along said
parallel line, 10.00 feet to the beginning of a tangent curve
concave Southeasterly and having a radius of 950.00 feet;
thence, Southwesterly, along said curve through a central
angle of 8° 06' 36 ", a distance of 134.x+7 feet to•a reverse
curve concave Northwesterly and having a radius of 1050.00
feet; thence, Southwesterly, alongg said reverse curve,
through a central angle of 88 06' 36" 148.62 feet to the
point of tangency of said reverse curve with a line paral-
lel with said Northwesterly line of Lot 151 and distant
Southeasterly 70.00 feet therefrom, measured at right
angles; thence, S. 39° 59' 16" W. 942.66 feet, along said
parallel line to a line parallel with said Northwesterly
2,
. i
I
and
line of Lot 153 and distant Southeasterly 70.00 feet there-
from, measured at right angles; thence, along said parallel
line, S. 390 59' 50" W. 333.38 feet to the line bearing
S. 50° 00' 10" E. from the true point of beginning; thence,
N. 500 00' 10" W. 40.00 feet to the true point of beginning.
Parcel 4: That portion of said Lot 151 lying Northerly of
Fie ar`c of a curve concave Southerly, having a radius of
25.00 feet, and being tangent to a line parallel with the
Northwesterly line of said Lot and distant Southeasterly
50.00 feet therefrom, measured at right angles, and being
tangent to that portion of the Southwesterly boundary of the
land described in the Grant of Easement to the City of New-
port Beach, recorded January 13, 1967 in Book 8152, Page 562
of Official Records, records of said Orange Count, described
in said Grant as, "N. 50° 12' 02" W. 1007.47 feet'. Excepting
therefrom that portion lying Northerly of said boundary
Parcel 5: That portion of said Lot 328 described as follows:
ommenc ng at the intersection of the Southwesterly line of
23rd Street, 60.00 feet wide as shown on said map of Newport
Heights with the Northwesterly line of Parcel 1, above
described; thence S. 39° 59' 40" W., along said Northwest-
erly line, 25.00 feet to the beginning of a tangent curve,
concave Westerly and having a radius of 25.00 feet; thence
Northerly along said curve, through a central angle of
460 02' 5111, a distance of 20.09 feet to the true point of
beginning; thence, continuing along said curve, Northerly,
through ogha central angle of 43 56' 44", a distance of 19.17
feet to the point of tangency of said curve with said South-
westerly line; thence N. 49 59' 56" W., along said South-
westerly line, 22.27 feet to a non - tangent curve concave
Northeasterly and having a radius of 27.50 feet; thence
Southeasterly,, along said curve, through a central angle
of 41 48 07 , a distance of 20.06 feet to the point of
tangency of said curve with a line parallel with said South-
westerly line, and distant Southwesterly 7.00 feet there-
from, measured at right angles; thence S. 49" 59' 56" E.,
along said parallel line, 21.29 feet to the true point of
beginning.
Subject to covenants, conditions, reservations, restrictions,
rights of way and easements, if any, of record;
WHEREAS, it is to the interest of the City to accept
said Grant of Easement for such purposes;
NOW, THEREFORE, BE IT RESOLVED that said Grant of Ease-
ment is hereby accepted and the City Clerk is authorized and
directed to execute and attach thereto a certificate of acceptance
and consent to its recording and to record said document in the
County Recorder's office.
ATTEST:
ADOPTED this „-,- day of May, 1968.
City er
Mayor
THS'emec •
4/18/68
GRANT OF EASEMENT.
THE IRVINE COMPANY, a West Virginia corporation, hereby
grants to the CITY OF NEWPORT BEACH, a municipal corporation, an
easement for street and highway purposes in the City of Newport
Beach, County of Orange, State of California, over those portions
of Lot 151 of Block 5, Lot 153 of Block 4, and Block 52 of Irvine's
Subdivision, per map thereof recorded in Book 1, Page 88 of Miscel-
laneous Record Maps, records of said county, and those portions of
Lots 308, 318 and 328 of Newport Heights, per map thereof recorded
in Book 4, Page 83 of Miscellaneous Maps, records of said county,
included within the following described parcels-
Parcel 1; A strip of land 100.00 feet in width, lying 50.00
eel" t on each side of the following described centerline;
Beginning at the point on the Southeasterly prolongation of
the centerline of Twenty- second Street, distant S. 50° 00'
35" E. 10.00 feet from the centerline of Irvine Avenue, as
said Twenty- second Street and Irvine Avenue are shown on
said map of Newport Heights; thence, N. 39° 58' 45" E.,
parallel with said centerline of Irvine Avenue, 335.01 feet
to the beginning of a tangent curve concave Westerly and
having a radius of 490.00 feet; thence, Northerly, along
said curve through a central angle of 53° 39' 04 ", a distance
of 458.83 feet; thence, tangent to said curve, N. 13° 40'
19" W. 110.24 feet to the beginning of a tangent curve con-
cave Easterly and having a radius of 550.00 feet; thence,
Northerly along said curve, through a central angle of
530 39' 59 ", a distance of 515.16 feet to the point of
tangency of said curve with a line parallel with and dis-
tant 10.00 feet Southeasterly from that certain course on
the centerline of Irvine Avenue Extension described as
N. 40° 00' 00" E. 132.63 feet in the deed to the County of
Orange, recorded in Book 2512, Page 446 of Official Records,
records of said county; thence, N. 39° 59' 40" E., along
said parallel line, 465.40 feet to the beginning of a tangent
curve concave Westerly and having a radius of 370.00 feet;
thence, Northerly, along said curve, through a central angle
of 63° 43' 00 ", a distance of 411.46 feet to a reverse curve
concave Easterly and having a radius of 550.00 feet; thence,
Northerly, along said reverse curve through a central angle
of 630 43� 00 ", a distance of 611.6+ feet to the point of
tangency of said reverse curve with a line parallel with and
distant 10.00 feet Southeasterly from that portion of the
centerline of Irvine Avenue shown as N. 39° 58' 45" E.
113.82 feet on the map of Tract 3138 recorded in Book 103,
Pages 31 to 33 inclusive of Miscellaneous Maps, records of
said county; thence, N. 39° 59' 40" E. along said parallel
line, 153.83 feet to the Northeasterly line of Santa Isabel
Avenue as shown on said map of Tract 3138. The sidelines
of this strip of land are extended or shortened to terminate
Northerly on said Northeasterly line of Santa Isabel Avenue
and the Southeasterly prolongation thereof, and to terminate
Southerly on said centerline of Twenty- second Street and the
Southeasterly prolongation thereof.
T
i
• 0
Excepting therefrom that portion included within Lot 1 of
Tract 4224, per map thereof recorded in Book 157, Pages I
to 14, inclusive of said Miscellaneous Maps.
Parcel 2: That portion of said Lot 328 bounded Southeast-
erly by -the Northwesterly line of Parcel 1, above described,
bounded Northeasterly by the Southwesterly line of Twenty -
third Street, 60 feet wide, as shown on said map of Newport
Heights, and bounded Westerly by the arc of a curve concave
Westerly, having a radius of 25.00 feet, and being tangent
to said Northwesterly and Southwesterly lines.
Parcel 3e That portion of said Lots 151 and 153 described
as foll owa: Commencing at the centerline intersection of
Santa Isabel Avenue and Irvine Avenue, as shown on the map
of Tract 3138 recorded in Book 103, Pages 31 to 33 inclusive
of Miscellaneous Maps, records of said Orange County; thence,
S. 50° 01' 25" E., along the Southeasterly prolongation of the
said centerline of Santa Isabel Avenue, a distance of 10.00
feet; thence, N. 390 59' 40" E. 69.70 feet to the beginning
of a tangent curve concave Northwesterly and having a radius
of 775.00 feet; thence, Northeasterly, along said curve,
through a central angle of 280 58' 54' a distance of 392.02
feet to a line tangent; thence, N. 1,& 00' 46" E., along said
line tangent, a distance of 189.18 feet to the beginning of a
tangent curve concave Southeasterly and having a radius of
775.00 feet; thence, Northeasterly along said curve through
• central angle of 28° 59' 04 ", a distance of 392.05 feet to
• line tangent, said line tangent being parallel with and
20.00 feet Southeasterly from the centerline of Tustin
Avenue, as shown on the map of Tract 4969 recorded in Book
174, Pages 31 and 32 of Miscellaneous.Maps, records of said
Orange County; thence, S. 50° 00' 10" E. 10.00 feet to a
line parallel with said centerline of Tustin Avenue (said
centerline being also the Northwesterly line of said Lot 153),
and distant Southeasterly therefrom 30.00 feet; measured at
right angles, and the true %4nt-of beginning; thence, along
said parallel line, N. E. _- 3g g; to a line
parallel with the Northwesterly line of said Lot 151 and
distant Southeasterly therefrom 30.00 feet; measured at
right angles; thence, along said parallel line, N. 39° 59'
16 E. 1234.81 feet to the most Westerly corner of the land
described in the Grant of Easement to the City of Newport
Beach recorded January 13, 1967 in Book 8152, Page 562 of
Official Records, records of said Orange Count; thence,
along the boundary of said land, S. 50 00' 44' E. 20.00
feet to a line parallel with said Northwesterly line of Lot
151 and distant Southeasterly 50.00 feet therefrom, measured
at right angles; thence, S. 390 59' 16" W., along said
parallel line, 10.00 feet to the beginning of a tangent curve
concave Southeasterly and having a radius of 950.00 feet;
thence, Southwesterly, along said curve through a central
angle of 8° 06' 36 ", a distance of 134.47 feet to-a reverse
curve concave Northwesterly and having a radius of 1050.00
feet; thence, Southwesterly, along said reverse curve,
through a central angle of 8a 06' 36" 148.62 feet to the
point of tangency of said reverse curve with a line paral-
lel with said Northwesterly line of Lot 151 and distant
Southeasterly 70.00 feet therefrom, measured at right
angles; thence, S. 39° 59' 16" W. 942.66 feet, along said
parallel line to a line parallel with said Northwesterly
2.
•
line-of Lot 153 and distant Southeasterly 70.00 feet there-
from; measured at right angles; thence, along said parallel
line, S. 390 59"50" W. 333.38 feet to the line bearing
Se 50° 00' 10" E; from the true point of beginning; thence'
N. 500 00' 10" W. 40.00 feet to the true point of beginning.
Parcel 4: That portion of said Lot 151 lying Northerly of
the —arc of a curve concave Southerly, having a radius of
25.00 feet, and being tangent to a line parallel with the
Northwesterly line of said Lot and distant Southeasterly
50.00 feet therefrom, measured at right angles, and being
tangent to that portion of the Southwesterly boundary of the
land described in the Grant of Easement to the City of New-
port Beach, recorded January 13, 1967 in Book 8152; Page 562
of Official Records, records of said Orange County, described
in said Grant as, "N. 50° 12' 02" W. 1007.47 feet'. Excepting
therefrom that portion lying Northerly of said boundary.
Parcel 5: That portion of said Lot 328 described as follows:
Commencing at the intersection of the Southwesterly line of
23rd Street, 60.00 feet wide as shown on said map of Newport
Heights with the Northwesterly line of Parcel 1, above
described; thence S. 39° 59' 40" W., along said Northwest-
erly line, 25.00 feet to the beginning of a tangent curve,
concave Westerly and having a radius of 25.00 feet; thence
Northerly, along said curve, through a central angle of
460 02' S2 ", a distance of 20.09 feet to the true oint of
bb�eggi�nn_in_g; thence, continuing along said curve, Nort er y,
t ri�ougha central angle of 43 56' 44 ", a distance of 19.17
feet to the point of tangency of said curve with said South-
westerly line; thence N. 49 59' 56" W., along said South-
westerly line, 22.27 feet to a non - tangent curve concave
Northeasterly and having a radius of 27.50 feet; thence
Southeasterly along said curve, through a central angle
of 41° 48' 074, a distance of 20.06 feet to the point of
tangency of said curve with a line parallel with said South-
westerly line, and distant Southwesterly 7.00 feet there-
from, measured at right angles; thence S. 490 59' 56" E.,
along said parallel line, 21.29 feet to the true point of
beginning.
Subject to covenants, conditions, reservations, restrictions,
rights of way and easements, if any, of record.
Said easement is shown on Williamson & Schmid drawing
designated Job No. 67 -27, dated 8/4/67, entitled "RIGHT OF WAY
MAP, IRVINE AVENUE - TUSTIN AVENUE ", a copy of which is for the
sake of convenient identification marked Exhibit "A" and attached
hereto and made a part hereof by this reference.
Dated: , 1968.
THE IRVINE COMPANY
By
Vice President
By
Assistant Secretary
3.
STATE OF CALIFORNIA )
.- .
a
as
COUNTY OF ORANGE )
On , before me, the undersigned, a
Notary Public in and for said County and State, personally appeared
known to me to be the
and , known to me
to be the , of The Irvine Company,, the
corporation that executed the within instrument, known to me to be
the persons who executed the within instrument on behalf of said
corporation therein named, and acknowledged to me that such corpora-
tion executed the same pursuant to its by -laws or a resolution of
its board of directors,
WITNESS my hand and official seal,
Notary Public in and for
said County and State
40
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AS (6)
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RIGHT SWAY Gzqm�WATICW
3 The CITY OF nVPoItr BEACH hereby certifies in consolation
4 with the right of way for Project 405, lwpVWSmnt Of Irvine /Tuft!
5 i'venmes from 22nd Street to University Drives that:
1. All public impraw%emnts are located within the
7 existing right of way and no additional right of way is
necessary.
9 2. Improvements as shown on the contract drawings
10 and described in the contract specification* exist within
11 the existing right of way but will not interfere with con-
12 struction.
13
14 In making this certification. the City of Newport Beach
15 agrees to hold the County harmless from any liability which may
16 arise by reason of the County's reliance upon this certificate
17 and its use of said rights of way.
18 CITY OF NEWPORT BEACH
19 By
20
Attest:
21
22 City Clark
Datoo. 1968.
23
24
25
26
27
28
29
30
31
32
�jI t
May 14, 1968
Mr. J. Wylie Carlyle
County Recorder
P. 0. Box 238
Santa Ana, California 92702
Dear Mr. Carlyle:
Attached for recordation is Grant of Easement from The Irvine
Company for street and highway purposes. Acceptance of said
Easement was authorized by the Council of the City of Newport
Beach at its meeting on May 13, 1968, by the adoption of
Resolution No. 6771.
ih
Encl.
Very truly yours,
Laura Lagios
City Clerk
City of Newport Beach
sl
44dw.
To:
From:
51
CITY OF NEWPORT BEACH
CITY ATTORNEY
�i.tr
May 7, 1968
City Clerk
City Attorney
Subject: Widening of Irvine /Tustin Avenues
Transmitted are the following:
6771
1. Two copies of Grant of Easement from The Irvine Company
to the City which grants an easement for street and
highway purposes over portions of five parcels of
property described therein for the widening of Irvine
and Tustin Avenues.
2. A resolution which, if adopted by the City Council, will
accept the subject Grant of Easement and authorize its
recording.
We are advised by the Public Works Department that the executed
document will be received by the City prior to the May 13, 1968,
meeting of the City Council. They have requested that the matter
be presented to the Council for consideration at that meeting.
THS :mec
Atts.
cc - City Manager
Public Works
(Attention:
Tull Se ur
City ttorne
Director
Hunter T. Cook)
GOUNGIL:
DISPOSIT ON:
FILE:
Pow
CITY OF NEWPORT BEACH 45
CITY ATTORNEY
May 8, 1968
To: City Clerk
From: City Attorney
Subject: Improvement of Irvine /Tustin Avenues from 22nd
Street to University Drive
Attached are the original and two copies of a Right of Way
Certification in connection with the subject project, which
the Public Works Director requested be prepared for presenta-
tion to the City Council at the May 13 meeting.
If the certification is approved by the City Council, the adop-
tion of a minute resolution authorizing its execution on behalf
of the City would be in order.
THS:mec
Atts.
A � V,
Tull Se ur
City Attorne
cc - City Manager
Public Works Director
(Attention: Benjamin B. Nolan)
CITY CORK
May 17, 1968
PUBLIC WORKS DIRECTOR
City Clerk
IMrrvement of Irvine/Tustin Avenues frwn 22nd St. to
University Drive. (C -1112)
On May 13, the City Council authorized the Mayor and the City Clerk
to execute a Right -of -Way certification in connection with subject
contract. Enclosed is executed R -O-W certification for transmittal
to the County. We have retained a copy for our files.
ura ag.ios
LL:ih
Att :
M
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:a P•:
RIGHT OF MXY MWTIFICATION
The CITY OIL RIONT BEACH hereby certifies in connection
with the right of way for project 405, Improvement of Irvine /Tustin
Av"usa from 22nd Street tcf"University Drives that;
1. All public improvements are located Within the
existing.right of way and no.additional right of way is
necessary.
2. Improvements as shown on the contract drawings
and described in the contract specifications exist within
the existing right of "way bat will not interfere with con-
struction.
In making this certification, the City of Newport Beach
agrees to hold the County harmless from any liability which may
arise by reason of the County's reliance upon this certificate
and its use of said rights of way.
CITY JZWMT BEACH
By f� mayor
yor
Attest;
- Ul Clark
Date: ?'l:< , 1968.
THSemec •
4/18/68
GRANT OF EASEMENT
0
51
THE IRVINE COMPANY, a West Virginia corporation, hereby
grants to the CITY OF NEWPORT BEACH, a municipal corporation, an
easement for street and highway purposes in the City of Newport
Beach, County of Orange, State of California, over those portions
of Lot 151 of Block 5, Lot 153 of Block 4, and Block 52 of Irvine's
Subdivision, per map thereof recorded in Book 1, Page 88 of Miscel-
laneous Record Maps, records of said county, and those portions of
Lots 308, 318 and 328 of Newport Heights, per map thereof recorded
in Book 4, Page 83 of Miscellaneous Maps, records of said county,
included within the following described parcels-
Parcel to A strip of land 100.00 feet in width, lying 50.00
feet on each side of the following described centerline;
Beginning at the point on the Southeasterly prolongation of
the centerline of Twenty- second Street, distant S. 50° 00'
35" E. 10.00 feet from the centerline of Irvine Avenue, as
said Twenty- second Street and Irvine Avenue are shown on
said map of Newport Heights-, thence, N. 39° 58' 45" E.,
parallel with said centerline of Irvine Avenue, 335.01 feet
to the beginning of a tangent curve concave Westerly and
having a radius of 490.00 feet; thence, Northerly, along
said curve through a central angle of 530 39' 04 ", a distance
of 458.83 feet; thence, tangent to said curve, N. 13° 40'
19" W. 110.24 feet to the beginning of a tangent curve con-
cave Easterly and having a radius of 550.00 feet; thence,
Northerly along said curve, through a central angle of
530 39' 59 ", a distance of 515.16 feet to the point of
tangency of said curve with a line parallel with and dis-
tant 10.00 feet Southeasterly from that certain course on
the centerline of Irvine Avenue Extension described as
N. 400 00' 00" E. 132.63 feet in the deed to the County of
Orange, recorded in Book 2512, Page 446 of Official Records,
records of said county; thence, N. 39° 59' 40" E., along
said parallel line, 465.40 feet to the beginning of a tangent
curve concave Westerly and having a radius of 370.00 feet;
thence, Northerly, along said curve, through a central angle
of 630 43' 00 ", a distance of 411.46 feet to a reverse curve
concave Easterly and having a radius of 550.00 feet; thence,
Northerly, along said reverse curve through a central angle
of 630 43� 00 ", a distance of 611.64 feet to the point of
tangency of said reverse curve with a line parallel with and
distant 10.00 feet Southeasterly from that portion of the
centerline of Irvine Avenue shown as N. 39° 58' 45" E.
113.82 feet on the map of Tract 3138 recorded in Book 103,
Pages 31 to 33 inclusive of Miscellaneous Maps, records of
said county; thence, N. 39° 59' 40" E. along said parallel
line, 153.83 feet to the Northeasterly line of Santa Isabel
Avenue as shown on said map of Tract 3138. The sidelines
of this strip of land are extended or shortened to terminate
Northerly on said Northeasterly line of Santa Isabel Avenue
and the Southeasterly prolongation thereof, and to terminate
Southerly on said centerline of Twenty- second Street and the
Southeasterly prolongation thereof.
Excepting therefrom that portion included within Lot 1 of
Tract 4224, per map thereof recorded in Book 157, Pages 1
to 148 inclusive of said Miscellaneous Maps.
Parcel 20 That portion of said Lot 328 bounded Southeast-
erly Ty—the Northwesterly line of Parcel 1, above described,
bounded Northeasterly by the Southwesterly line of Twenty -
third Street, 60 feet wide, as shown on said map of Newport
Heights, and bounded Westerly by the arc of a curve concave
Westerly, having a radius of 25.00 feet, and being tangent
to said Northwesterly and Southwesterly lines.
Parcel 3: That portion of said Lots 151 and 153 described
as oll—ows: Commencing at the centerline intersection of
Santa Isabel Avenue and Irvine Avenue, as shown on the map
of Tract 3138 recorded in Book 103, Pages 31 to 33 inclusive
of Miscellaneous Maps, records of said Orange County; thence,
S. 500 01' 25" E., along the Southeasterly prolongation of the
said centerline of Santa Isabel Avenue, a distance of 10.00
feet; thence, N. 39° 59' 40" E. 69.70 feet to the beginning
of a tangent curve concave Northwesterly and having a radius
of 775.00 feet; thence, Northeasterly, along said curve,
through a central angle of 28° 58' 54' a distance of 392.02
feet to a line tangent; thence, N. 11� 00' 46" E., along said
line tangent, a distance of 189.18 feet to the beginning of a
tangent curve concave Southeasterly and having a radius of
775.00 feet; thence, Northeasterly along said curve through
• central angle of 280 59' 04 ", a distance of 392.05 feet to
• line tangent, said line tangent being parallel with and
20.00 feet Southeasterly from the centerline of Tustin
Avenue, as shown on the map of Tract 4969 recorded in Book
174, Pages 31 and 32 of Miscellaneous: Maps, records of said
Orange County; thence, S. 50° 00' 10" E. 10.00 feet to a
line parallel with said centerline of Tustin Avenue (said
centerline being also the Northwesterly line of said Lot 153),
and distant Southeasterly therefrom 30.00 feet; measured at
right angles, and the true point of be innin ; thence, along
said parallel line, N.-W75770" E. feet to a line
parallel with the Northwesterly line of said Lot 151 and
distant Southeasterly therefrom 30.00 feet; measured at
ri §ht an Ies; thence, along said parallel line, N. 39° 59'
16 E. 1234.81 feet to the most Westerly corner of the land
described in the Grant of Easement to the City of Newport
Beach recorded January 13, 1967 in Book 8152, Page 562 of
Official Records, records of said Orange County; thence,
along the boundary of said land, S. 50 00' 44' E. 20.00
feet to a line parallel with said Northwesterly line of Lot
151 and distant Southeasterly 50.00 feet therefrom, measured
at right angles; thence, S. 390 59' 16" W., along said
parallel line, 10.00 feet to the beginning of a tangent curve
concave Southeasterly and having a radius of 950.00 feet;
thence, Southwesterly, along said curve through a central
angle of 8° 06' 36 ", a distance of 134.47 feet to a reverse
curve concave Northwesterly and having a radius of 1050.00
feet; thence, Southwesterly, along said reverse curve,
through a central angle of 88 06' 36" 148.62 feet to the
point of tangency of said reverse curve with a line paral-
lel with said Northwesterly line of Lot 151 and distant
Southeasterly 70.00 feet therefrom, measured at right
angles; thence, S. 39° 59' 16" W. 942.66 feet, along said
parallel line to a line parallel with said Northwesterly
.
2.
a
•
•
line-of Lot 153 and distant Southeasterly 70.00 feet - there-
from-, measured at right angles; thence, along said parallel
line, S. 390 59' 50" W. 333.38 feet to the line bearing
S. 500 00' 10" E; from the true point of beginning; thence9
N. 500 00' 10" W. 40.00 feet to the true point of beginning,
Parcel 4: That portion of said Lot 151 lying Northerly of
the of a curve concave Southerly, having a radius of
25.00 feet, and being tangent to a line parallel with the
Northwesterly line of said Lot and distant.Southeasterly
50.00 feet therefrom, measured at right angles, and being
tangent to that portion of the Southwesterly boundary of the
land described in the Grant of Easement to the City of New-
port Beach, recorded January 13, 1967 in Book 8152, Page 562
of Official Records, records of said Orange Count, described
in said Grant as, "N. 50° 12' 02" W. 1007.47 feet'. Excepting
therefrom that portion lying Northerly of said boundary.
Parcel 5e That portion of said Lot 328 described as follows:
Commencing at the intersection of the Southwesterly line of
23rd Street, 60.00 feet wide as shown on said map of Newport
Heights with the Northwesterly line of Parcel 1, above
described; thence S. 390 59' 40" W., along said Northwest-
erly line, 25.00 feet to the beginning of a tangent curve,
concave Westerly and having a radius of 25.00 feet; thence
Northerly, along said curve through a central angle of
46° 02' 52 ", a distance of 10.09 feet to the true point of
beginning; thence, continuing along said curve, Northerly,
through ough a central angle of 43 56' 44 ", a distance of 19.17
feet to the point of tangency of said curve with said South-
westerly line; thence N. 49 59' 56" W., along said South-
westerly line, 22.27 feet to a non - tangent curve concave
Northeasterly and having a radius of 27.50 feet; thence
Southeasterly, along said curve, through a central angle
of 410 48' 07t', a distance of 20.06 feet to the point of
tangency of said curve with a line parallel with said South-
westerly line, and distant Southwesterly 7.00 feet there-
from, measured at right angles; thence S. 49° 59' 56" E.,
along said parallel line, 21.29 feet to the true point of
beginning.
Subject to covenants, conditions, reservations, restrictions,
rights of way and easements, if any, of record.
Said easement is shown on Williamson & Schmid drawing
designated Job No. 67 -27, dated 8/4/67, entitled "RIGHT OF WAY
MAP, IRVINE AVENUE - TUSTIN AVENUE ", a copy of which is for the
sake of convenient identification marked Exhibit "A" and attached
hereto and made a part hereof by this reference.
Dated: , 1968.
THE IRVINE COMPANY
By
Vice President
By
Assistant Secretary
3.
0 0
STATE OF CALIFORNIA )
e. F
as
COUNTY OF ORANGE )
On , before me, the undersigned, a
Notary Public in and for said County and State, personally appeared
, known to me to be the
and , known to me
to be the , of The Irvine Company, the
corporation that executed the within instrument, known to me to be
the persons who executed the within instrument on behalf of said
corporation therein named, and acknowledged to me that such corpora-
tion executed the same pursuant to its by -laws or a resolution of
its board of directors.
WITNESS my hand and official seal,
Notary Public in and for
said County and State
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