HomeMy WebLinkAboutC-1350 - Reservoir & pump station, Master PlanM,
TO:
FROM:
SUBJECT:
December 4, 1972 -k
d
CITY COUNCIL
Public Works Department
ACCEPTANCE OF PUMPING STATION, ZONES III AND IV AND PRESSURE
REDUCING STATION AT BIG CANYON RESERVOIR (C -1350)
RECOMMENDATIONS:
1. Accept the work.
2. Authorize the City Clerk to file a Notice of Completion.
3. Authorize the City Clerk to release the bonds 35 days
after Notice of Completion has been filed.
DISCUSSION:
/-/-7
The contract for the construction of the Zone III and IV Pumping
Station and the Pressure Reducing Station at Big Canyon Reservoir has been
completed to the satisfaction of the Public Works Department.
The bid price was $224,000.00
Amount of unit price items constructed: 224,000.00
Amount of change orders: 1,473.50
Total Contract Cost: 225,473.50
Amount budgeted in Account No. 50- 9297 -076 224,000.00
Four change orders were issued:
1. Provided for a change from air release valves to
air and vacuum release valves $184.75
2. Provided for a special pipe fitting to join
the existing 16 -inch main 564.00
3. Provided for installation of reinforcing and
weep holes in the gunite drainage ditch 421.25
4. Provided for installation of additional control
wiring 303.50
A budget amendment in the amount of $1,473.50 has been submitted
for Council approval.
California.
The contractor is Triad Piping and Construction Company of Gardena,
The contract date of completion was June 12, 1972.
December 4, 1972
= Subject: Acceptance of Pumping Station, Zones III and IV and Pressure
Reducing Station at Big Canyon Reservoir (C -1450)
Page 2.
The contractor was delayed approximately 5 days due to inclement
weather, and an additional 6 days due to extra work. The major delay in
completion of the work was the failure of the pump and valve suppliers to
deliver their equipment on time. As a condition of accepting a purchase
order from the contractor, these suppliers impose a condition that they
will not be held liable for late delivery. The assessment of liquidated
damages is not recommended as they could not be passed on to the company
at fault. The Zone IV portion of the project was turned on July 31, 1972
and has continuously provided water to the occupied homes in Upper Harbor
View Hills and the new homes in the Spyglass Hill area.
eph Devlin
lic rks Director
hh
May 8, 1972
TO: CITY COUNCIL
FROM: Public Works Department
SUBJECT: UNDERGROUND UTILITY EASEMENT AT BIG CANYON RESERVOIR SITE
RECOMMENDATION:
Adopt a resolution authorizing the Mayor and City Clerk to
execute a deed granting the Southern California Edison Company
a 6 -foot wide underground electrical easement at the city's
Big Canyon Reservoir site.
DISCUSSION:
The subject easement is required for undergrounding the electrical service
at Big Canyon Reservoir site. This undergrounding is a part of the contract for
construction of the Zone III and Zone IV pump stations at Big Canyon Reservoir.
The existing 10 -foot wide electrical easement provides only for overhead
facilities. When the undergrounding is completed, the Edison Company will quitclaim
their overhead easement on the reservoir site.
A sketch is attached for information showing the proposed underground
easement.
eph T vlin
lic W in
WPD /bg
Att.
r� L
I I I
I I
I
I I �
I I I
IIiB -�
1 I I
I
ylz �PE,PMAA/E.t/ T ErMr
I 01
I VI
2 's /d °S
-- C.
^ I I EXrs T/N 6
1 ~ I � I Powat Poc s
� 4131 -a
N
Obi
y R
Lr$ t
PAC. ✓IXW
P MKMOC /A
vl AAC 4
�• B/G A"YO A/
�� E.PVOr,Q
Joq
rN
LOC-1 /ON OF H4 °
,ve sc• r. c
3SoD 114',
UA/OE,E'GA'OU/VO
UT /L /Ty ��gSEMEitJT
EXrST ��� EG 6c T6 /cq� ESM'T.
-, To 6c Oc/i TcLA /MCO gY
I��� � I SOUTNLL.V CAU,QOR ✓/A EO /SON CO.
1�y� p I WHC.�/ UNOCQ 6e0 uNG /a/G /D ,
I`I M I COM Ot.GTEo
OI
I
AT
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
?G�oSEU G ' L/- C/�E,E GreO[J.v
8/G CA/VYO,L/ /PESE 2\/0/ e
DRAWN G+5=P'/ DATE 's"
APPROVED
PUBLIC WORKS DIRECTOR
R.E. NO.
DRAWING NO.
April 24, 1972
TO: CITY ATTORNEY
CITY CLERK ✓
FROM: Public Works Department
SUBJECT: UNDERGROUND UTILITY EASEMENT AT BIG CANYON RESERVOIR
The subject easement is attached for your approval as to form and content.
The description has been checked and appears to be correct.
If the deed does not meet with your approval, please return it to me
so that the necessary changes can be made in time to make the May Bth
Council meeting.
If the deed is approveu, please prepare a Council. Resolution authorizing
the Mayor and City Clerk to execute the easement document and forward
deed to the City Clerk. A separate Council memo will be prepared by the
Public Works Department explaining the need for the easement.
This easeritent is required for undergrounding the electrical service
at the big Canyon Reservoir site. It is a part of Contract No. 1350,
Zone III and IV Pump Stations at Big Canyon Reservoir, currently in
progress.
The executed easement should be returned for recording to:
Southern California Edison Company
Might of Way Department
'rust Office aox 2307
Santa Ana, California 42700
Attention: Mr. W. H. Mellen
Right of Way Agent
In addition they should be requested to return two copies, with recording
data to the city. When received, one copy should be forwarded to the
Public Works Department.
William B. Dye
Project Engineer
WBD /bg
Att.
�i >rLtL[t +r 1;M fib
* W.
A 1 OLMIC.�t or ^ �• t'QiJIACTL C3T
sacxt eras CALT?('!A' IA Fi rsaf Cm3t W
et1s�?�ac'rTOM WX`!N L1?1T i@IM "M
el4,CTRICAii; SOMXX glWILZ9fXA*,,7111'. TIC
a a ::}6v mj on .I$S'a
„z.
WIMAS 9, the South sll ,California Millen COM"It',
1 �IQovid! tt o` eftviaal service to t.bo big Canyon Resog"Lr
ait4 +t _
and
ft=AS, it is the desire of the ' "ity of Newport
Reach to haver the os eetrica` foe£1iti ` set that
p'scsd under1roundt am.1
Wffi3 , to fadilitate the undergraundiAg of these
famil ±ties, it isk necessary for t' r. City 0-7 me"Ort Duaa2
to gra&t an ease nt to the Southern California.Sdison
^entiCpankr t
sox, THEMORB, AS .TT 7R'Sai9LVED that tl;s HA"r and
the t"ity Clark are autNoriaad and directed to executer a
grant of essaeaent conveying to Southern California adison
Compaxiy on easoniont for underground et.ecttriacal service
faail. itiea over the rest propenrty described as fo1 teawa t
A strip of land, 6 feet irk width, lying within a
portion of Block 93, of Irvine's subdivision, as shown
on carp ,:recorded in .gook 1, pages se of riseellansous
maymm, i;at the off"i"ce of the Amoorder of said County? the
ceytexli aP
said strip berm "sor.ibed as follows-
Commencing at the 1 inch iron pips, plug and tack.
per Tract lid. 22+'Z'2, an shown ors reap recorded in 3wk
123r pages 22 through 26, inclusive, of kiscrellaneous
vaps, :inn the office of the aecor4ar of said county, said
pipe being accepted as the went.etly corner of deed recorded
on ?)sc*;mbmW 2n, 1957, in :*43t 9_.143, page 395 of offlain-
Records, r000rds of said County, said point a'{ so :setin-j
3hom on, a 'Map filed in "fto'k SCE, page 37 of Gecor$s of
Rurveys, , reocardss of sni.d County? thoaae. Sottth 160517)126"
Nan't, 213 -feet to the '!'RUX Porn (W SSUIti!?:ll Y thenco,
51outh 6962+5'390 Gast, 171.75 fa*tr thence, North
X7.31141" ;Swat, a di- stamen of 15,62 feat,.
-a-
d
NOV 22 1971
By the CITY COUNCIL
CITY of HoWPORT BfiACH
TO: CITY COUNCIL
FROM: Public Works Department
SUBJECT: CONSTRUCTION OF MASTER PLAN WATER SUPPLY FACILITIES
(CONTRACTS 1350 AND 1352)
RECOMMENDATION:
Adopt a resolution authorizing the Mayor and City Clerk
to execute a cooperative financing and reimbursement
agreement with John D. Lusk and Son'for the subject
facilities.
2. Adopt a resolution awarding Contract No. 1350 to Triad
Piping and Construction Company for $224,000.00, and
authorizing the Mayor and City Clerk to execute the
`contract.i
3. Adopt a resolution awarding Contract No. 1352 to Amick
Construction, Inc., for $54,848.00 and authorizing the
Mayor and City Clerk to execute the contract.
DISCUSSION:
November 22, 1971
The agreement with John D. Lusk and Son .provides for the-construction of the
Master Plan Water Supply Facilities for Upper Harbor View Hills = Sector IV and additions
to facilities for Water Pressure Zones II and III. The construction of the proposed
Master Plan Water Supply Facilities will be accomplished in three separate contracts. The
three contracts are: (1) Contract No. C- 1350 - Pumping Stations and Pressure Reducing
Station at Big Canyon Reservoir; (2) Contract No.— C=T352 -- one'.IVTransmis is on Main;
and - M- -Contract W-o-�-- C-T351 Zone IV Storage Reservoir. Bids have been opened for
the first two contracts, these are summarized below. The plans and specifications for
the reservoir contract are under preparation and will be submitted at a later date.
Following is a revised summary of-the construction cost of the subject
facilities. The costs for Contracts C -1350 and C -1352 are based upon actual bids, and
the reservoir cost is an estimated amount. The'division of funding is also shown. All
funds advanced would be eligible for reimbursement from water acreage charges deposited
in the Water System Development Fund with the exception of the costs of the pressure
reducing station and the reservoir drain line.
Included in the current budget are the sums of $138,000 for the total city
share, and $300,000 for the developer's share of the cost. A budget amendment for
$37,500 has been prepared for Council consideration to finance the city's revised total
share, including the estimated reservoir construction cost.
Sufficient unappropriated funds are available in the Water'Fund to finance the
increase in the amount to be advanced by the city.
Six bids for Contract 1350 were received and opened in the office of the City
Clerk at 10:00 A.M. on November 11, 1971.
Bidder Bid
1. Triad Piping and Construction Co., Gardena $224,000.00
2.
Taymech
Corporation, Santa Ana
$232,630.00
3,
November 22, 1971
Inc., Compton
$239,922.00
4.
Jenkin
Page Two
$249,000.00
5,
Dan J.
Peterson Company, Arcadia
Subject: Construction of
Master Plan Water..Supply
Facilities
Inc., Santa Fe Springs
$297,000.00
(Contracts 1350
and 1352)
Advance
Advance by
Facility
Total Cost
by City
City Share
Developer
Zone III Pump Station >
$113,672
$113,672
Zone IV Pump Station,
77,154
$ 77,154
re n tation
20,763
$20,763
Reservoir Drain Line
12,411
12,411
Sub -total
224,000
T71 3,6 2
33,17
77,
(Contract 1350)
Zone IV Transmission Line
$ 54,848
$ 54,848
(Contract 1352)
Zone IV Reservoir
$238,400
$ 28,600
$209,800
Totals
$517,248
$142,272
$33,174
$341,802
Included in the current budget are the sums of $138,000 for the total city
share, and $300,000 for the developer's share of the cost. A budget amendment for
$37,500 has been prepared for Council consideration to finance the city's revised total
share, including the estimated reservoir construction cost.
Sufficient unappropriated funds are available in the Water'Fund to finance the
increase in the amount to be advanced by the city.
Six bids for Contract 1350 were received and opened in the office of the City
Clerk at 10:00 A.M. on November 11, 1971.
Bidder Bid
1. Triad Piping and Construction Co., Gardena $224,000.00
2.
Taymech
Corporation, Santa Ana
$232,630.00
3,
Pylon,
Inc., Compton
$239,922.00
4.
Jenkin
Construction Co., Long Beach
$249,000.00
5,
Dan J.
Peterson Company, Arcadia
$279,000.00
6.
Maecon,
Inc., Santa Fe Springs
$297,000.00
The low bid is 12% more than the engineer's estimate of $199,600.00.
This contract provides for the construction of pumping stations for Water
Pressure Zones III and IV, a Zone III to Zone II Pressure Reductng-Station and a
reservoir drain line, all at Big Canyon. The estimated date of-completion is May 22,
1972. The plans were prepared by Shuirman- Simpson, Civil Engineers.
Although Triad Piping and Construction Co. has not.previously. done work for the
City of Newport Beach, a check of the references supplied indicates that the firm is
qualified to perform the work required by this contract.
Fifteen bids for Contract 1352 were received and opened -in the office of the
City Clerk at 10:30 A.M. on November 11, 1971.
:
November 22, 1971
Page Three
Subject; Construction of Master Plan Water Suppl.y:Facilities
(Contracts 1350 and 1352)
Bidder
1. Amick Construction, Inc., Ontario
2. Ace Pipeline Constructi.on,.Inc., Pomona
3. Engineering Contractors ,.Inc..42,.Bellflower
4. Longley Construction Co., Inc :, Fullerton
5. Bebek Corporation, Santa Ana
6. Hawker Construction Co., Fontana
7. G. R. McKervey, Inc., Santa Ana
8. J. C. Scott Company, Anaheim
9. Edmond J. Vadnais, Etiwanda
10. Jenkin Construction Company; Long Beach
11. Pacific Coast Pipeline, Inc.., Santa Ana
12. Callacher Company, Inc., Costa Mesa
13. Alex Robertson Company, Paramount
14. B & E and Associates, So.. El Monte
15. Dan V. Peterson Company, Arcadia
Bid
54,848.00
50,800.00
51,390.00
52,710.00
65,000.00
66,400.00
56,933.00
58,600.00
70,500.00
71,805.00
73,617.00
76,800.00
77,575.00
78,525.00
81,000.00
The low bid is 10% less than the engineer's estimate of $60,900.00.
This contract provides for the construction of 3,500 feet of 16 -inch diameter
Zone IV transmission main from the Zone IV Pumping'Station.to the intersection of San
Joaquin Hills Road with Spy Glass Hill Road'. The estimated dat6,of completion is
April 3, 1972. The plans were prepared by Raub, Bein, Frost and Associates.
Amick Construction, Inc. has not previously done work for the city. A check
of the references supplied indicates that the firm is well qualified.
l '
J seph T evlin
P blic W r s Director
W D /bg
WHWUM,- pursuant to, t1W nottae invit, bids for
work tlt- oonneetion> with construction of ,p# iri ' stations I]tI
and IV, pressure reducing station at Big Canyon Reservoisi fn
accordance with the plans and specifications here" adopted,
bids were received on the 11th day of ;Novembet, 3991, and pub-
licly opened and declared; and
WHgRM , it appears that the lowest respousiible
"bidder thetefo id'TRIAD PIPING AND CONST. CO.L
NOW`, TE•1$R]2PORE, BE IT RESOLVED by the City Council
of the City of Newport Beach that the bid of Triad Piping and
Const. Co. for the work in the amount of $224,000.00 be accepted,
and that the contract for the described work be awarded to said
bidder;
BE IT FURTHER RESOLVED that the Mayor and City Clerk
are hereby authorized and directed to execute a contract in ac -.
cordance with the specifications bid and °this award on behalf
of the City. of Newport Beach, and 'that the City Cle:ek be directed
to furnish an executed copy to the successful bidder.
ADOPTED this 22nd day of November ,1971
ATTSST:
City,cTeric
Mayor
�S
OCT 121971
October 12, 1971
By fW CITY COUNCIL
CITY OP NFM/PORf BEACH
TO: CITY COUNCIL
FROM: Public Works Department
SUBJECT: CONSTRUCTION OF MASTER PLAN WATER SUPPLY FACILITIES,
CONTRACT 1350 AND CONTRACT 1352
RECOMMENDATION:
Approve the plans and:specifications for Contract 1.3.50,
Pumping Stations and Pressure 'Reducing Station at
Big Canyon Reservoir; and for Contract 1362; 16 -inch
Diameter Zone IV Transmission Main.
Authorize the City
Contract 1350 to be
November 11, 1971.
Authorize the City
Contract 1352 to be
November 11, 1971.
DISCUSSION:
Clerk to advertise for bids for
opened at 10:00 A.M. on
Clerk to advertise for bids for
opened at 10:30 A.M. on
The construction of the proposed Master.Plan water supply facilities will be
accomplished in three separate contracts. The three contracts are: (1) Pumping
Stations and Pressure Reducing Station at Big Canyon Reservoir; (2) Zone'IV Trans-
mission Main; and (3) Zone IV Storage Reservoir. The plans and specifications for
contracts (1) and (2) are being submitted for Council approval at this time. The
plans and specifications for the third contract are under preparation and will be
submitted at a later date.
Contract number one will provide for the construction of pumping stations for
Water Pressure Zones III and IV, a Zone III to Zone LI:Pressure Reducing Station,
and a reservoir drain line, all at Big Canyon Reservoir. The plans "and specifications
for this contract were prepared by Shuirman- Simpson, Civil Engineers.
Contract number two will provide for the construction of 3,500 feet of
16 -inch diameter Zone IV transmission main from the Zone:IV-Pumping Station to the
intersection of San Joaquin Hills Road wtth-Spy�Glass Hill Road. The plans and
specifications for this project were prepared by Raub; Bein,-Frost'and'Associates,
Civil Engineers.
The funds for construction of the subject facilities will be advanced by
both the City Water Fund and the developer of Upper Harbor,View Hills — Sector IV
(John D. Lusk and Son). All funds advanced would be.eligibl.e:for reimbursement from
the water acreage charges deposited in'the Water.System'Development.F:und; with the
exception of the pressure reducing station ($18;900) and the'reservoi'r - drain line
($11,600). (Note: The reservoir drain line was added during design to provide for
emergency drawdown of Big Canyon Reservoir.)
October 12, 1971
Page Two
Subject: Construction of Master Plan Water Supply Facilities
Contract 1350 and Contract 1352
Following is a summary of the engineer's estimate for contracts (1) and (2)
and the estimated cost of contract (3).
The division of funding is also shown. The amounts to be advanced are
distributed in accordance with the formula set forth:.in the Capital:Improvement
Projects section of the current budget.
Facility
Zone III Pump Station
Zone IV Pump Station
Pressure Reducing Station
Reservoir Drain Line
Sub -total
(Contract 1)
Zone IV Transmission Line
(Contract 2)
1.5 M.G. Reservoir
(Contract 3)
TOTALS
Total Advance City : Advance by
Cost by City. Share Developer
$100,800 $100,800
68,300
18,900
11;600
199;600 1001800
60,900
238,400 28;600
$498,900 $129,400
$68,300
$18,900
11 600 "
30,500 68,300
209,800
$30,500 $339,000
Included in the current budget are•the sums of $138,000 for,the total city
share, and $300,000 for the developer's share of the cost. 'A budget amendment will
be presented for Council consideration when bids 'have been received and the bid prices
determined. Sufficient unappropriated funds are available in'the Water Fund to
finance the increase in the amount to be advanced by the city.
A cooperative financing and reimbursement agreement with the developer is
currently being processed. The developer has indicated.general. concurrence with the
terms of the agreement as drafted; subject to some minor:revisions: The agreement
will be prepared in final form, executed by the developer, and presented to the Council
prior to consideration of award of the construction contracts.
l � '
vlin
Director
0 i
December 18, 1972
Triad Piping and Construction Co.
15832 South Broadway
Gardena, CA 90248
Subject: Surety Hartford Accident and Indemnity Company
Bonds No. 396 78 13
Project Pumping Station, Zones III and IV and
Pressure Reducing Station at Big Canyon
Reservoir
Contract No.: 1350
The City Council on December 4, 1972 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 December 7, 1972 in Book No. 10460, Page 844. Please
notify your surety company that bonds may be released 35 days
after recording date.
Laura Lagios, C. M. C.
City Clerk
dg
cc: Public Works Department
RECORDING REQUESTED
By AND MAIL TO
Laura Iagios, City Clerk
3300 Newport Blvd.
Newport Beach, CA 92660
6380 FREE
C8
NOTICE OF COMPLETION
PUBLIC WORKS
BiaiK 10460 PAGE$44
RECORDED IN OFFICIAL RECORDS
OF ORANGE COUNTY, CALIFORNIA
9:05 A.M. DEC 7 1972
J. WYLIE CARLYLE, CauatY Recorder
To All Laborers and Material Men and to Every Other Person Interested:
YOU WILL PLEASE TAKE NOTICE that on July 31, 1972
the Public Works project consisting of Pumping Station, Zones II:
Pressure Reducing Station at Big Canvon Reservoir (C -1350)
on which Triad Pipi
was the contractor, and Ear
was the surety, was completed.
I, the undersigned, say:
Accident and
CITY OF NEWPORT BEACH
Public 7 rks Director
I am the Public Works Director of the City of Newport Beach; the foregoing
Notice of Completion is true of my own knowledge.
I declare under penalty of perjury that the foregoing is true and correct.
Executed on December 5, 1972 at Newport Beach, California.
I, the undersigned,
I am the City Clerk of the City of Newport Beach; the City Council of said
City on December 4, 1972 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 December 5, 1972 at Newport NNeiw'port Beach, California.
CITY OF NEWPORT BEACH
CALIFORNIA
Date: December 5, 1972
Mr. J. Wylie Carlyle
County Recorder
P. 0. Box 238
Santa Ana, California 92702
Dear Mr. Carlyle:
City Hall
3300 W. Newport Blvd.
Area Code 714
673 -2110
Attached for recordation is Notice of Completion of Public
Works project consisting of Pumping Station, Zones III and IV.
and Pressure Reducing Station at Big Contract No. 1350
Canyon Reservoir
on which Triad Piping and Construction Co.was the Contractor
and Hartford Accident and Indemnity Compap& the surety.
Please record and return to us.
Very truly yours,
Laura Lagios
City Cleric
City of Newport Beach
LL:dg
Encl.
i f
CITY OF NEWPORT BEACH
Date DKonber 20, 1971
TO: Public Works Department
FROM: City Clerk
SUBJECT: Contract No. 1350
Project NVing Station Zones rn and IV
Pressure Reducing Station at Big Canyon Rawrvoir
Attached are ..3, executed copies of subject contract for your files and for
transmittal to the contractor.
Contractor:. 1Y^fad Pi➢-11* and 0"tntection ()D-
Address: 15932 SoIuth Bro&&W, '7A dena, ''A 90248
224,000.00
Amount: $
Effective Date: 12 -15 -71
Resolution No. 7564 adopted on NtiVe�er 22' :971
LL:dg
Att.
cc: Finance Department ❑
i
iii /�i.,
46 tk
TO: CITY CLERK
FROM: Public Works Department
SUBJECT: PUMPING STATION ZONES III AND IV
PRESSURE REDUCING STATION AT BIG CANYON RESERVOIR, CONTRACT 1350
Attached are 4 sets of the subject contract documents
and the appropriate insurance certificates.
Will you please have executed on behalf of the city, retain
your copy and the insurance certificates, and return the
remaining copies to our department for distribution.
William Dye
Project Engineer
WD /ldg
Atts.
CERTIFICATE OF INSURANCiE
m Hart Fire Insurance Company 'EN e ork Underwriters Insurance Company
THE HARTFORD ® Hart Accident and Indemnity Company (7 T *ity Fire Insurance Company
„„
INSURANCE GROUP � ® Citizens Insurance Company of New Jersey
This is to certify that the company designated Co. Codr
herein by Co. Code has issued to the named insured 5
the policies enumerated below.
Named Insured and Address
TRIAD PIPING AND CONSTRUCTION CO.
15832 South Broadway
Gardena, Ca 90248
The policies indicated herein apply with respect to the hazards and for the coverages and limits of liability indicated by
specific entry herein but this certificate of Insurance does not amend, extend or otherwise alter the terms and conditions
of the insurance coverage in the policies identified herein.
`If with respect to Automobile Liability the Policy Number entered above includes the symbol GB, AZ, MVP, MAG or PGB, the word "occurrence"
is amended to read "accident ". _
Location and description of operations, automobiles, contracts, etc. (For contracts, indicate t Pe of agreement, party and
date.) Contract No. 1350 awarded 11122/71 - Pumping Station Zones IfI and -IV, Pressure
Reducing Station at Big Canyon Reservoir
City of Newport Beach is added as additional insured but only as respects
the above contract.
If policy is canceled, ten days
written notice will be given to:
Date 11/30/71
Form AL -12 -2 Printed in U. S A. 9270
CITY CLERK
jlCITY OF NEWPORT BEACH
CITY HALL
NEWPORT BEACH, CALIFORNIA
By A. RDS & NS, INC.
Aa6horieed Representative
Coverages and Limits of Liability
(SINGLE LIMIT)
(DUAL LIMITS)
Policy Number
Bodily Injury and
Bodily injury Liability Property Damage Liability
Hazards
and
Property Damage Liability
occurrence
aggregate
each person
occurrence
occurrence
aggregate
Policy Term
General Liability
V
v
W_
4�
Premises - Operations
72 C 208594
$ 1000$
,coo
$ 250 .000
$ 500 ,000
$ 100,000$
500 ,000
Independent Contractors
8/12/71 to
8/12/72
$ 1000$
coos
250 .000$
500 .coos
100,ows
500 00o
Completed Operations;
$ 1000$
1000
$ 250 ,000
$ 500 000$
100,000$
50
Products
11
$ ,000$
,000
Aggregate:
$ ,000
XXXX
XXXX
Contractual (as described
below)
11
$ Iwo
000
$ ..250 ,coo
$ 500. P00
$ 100 ,om
$ 500 ,ow
Automobile Liability
Owned Automobiles
11
$ ,000
XXXX
$ 2550 000$
500 000$
100,000
XXXX
Hired Automobiles
11
$ 1000
xxxx
L__50 ,000
$ 500 ,000
$ 100,000
xxxx
Non -Owned Automobiles
11
$ ,000
xxxx
s 250 000
s 500 ,0o
$ 100,000
xxxx
Workmen's Compensation
72 WH 115326
Compensation — Statutory
and
8/12/71 to 72
Employers' Liability
Employers' Liability — $ 100 1000
Umbrella Liability
$ ,000,000
`If with respect to Automobile Liability the Policy Number entered above includes the symbol GB, AZ, MVP, MAG or PGB, the word "occurrence"
is amended to read "accident ". _
Location and description of operations, automobiles, contracts, etc. (For contracts, indicate t Pe of agreement, party and
date.) Contract No. 1350 awarded 11122/71 - Pumping Station Zones IfI and -IV, Pressure
Reducing Station at Big Canyon Reservoir
City of Newport Beach is added as additional insured but only as respects
the above contract.
If policy is canceled, ten days
written notice will be given to:
Date 11/30/71
Form AL -12 -2 Printed in U. S A. 9270
CITY CLERK
jlCITY OF NEWPORT BEACH
CITY HALL
NEWPORT BEACH, CALIFORNIA
By A. RDS & NS, INC.
Aa6horieed Representative
a
CONTRACT NO. 1350
CITY OF NEWPORT BEACH
CONTRACT DOCUMENTS
FOR
PUMPING STATION ZONES III AND IV
PRESSURE REDUCING STATION
AT
BIG CANYON RESERVOIR
c -�y erlr�
SUBMITTED BY:
TRIAD PIPING AND CONSTRUCTION CO.
Contractor
15832 So. Broadway
AdTress
Gardena, California 90248
tty Zip Code
Approved by the City Council on this .
12th Day of October, 1971 324 -4941
one
�40W $224 000.00
Laura agios, ity , c ota m ce
r •
CITY-AF NEWPORT BEACH
PUMPING STATION'ZONES.III AND IV
PRESSURE REDUCING .STATION
AT
BIG CANYON.RESERVOIR
CONTRACT NO. 1350
PROPOSAL
To the Honorable City Council
City of Newport Beach
3300 West Newport Boulevard
Newport Beach, California 92660
Gentlemen:
PR1of1
The undersigned declares that he has carefully examined the location of the work, has
read the Notice Inviting Bids; has examined the.Plans and Special Provisions, and
hereby proposes to furnish all materials and do all the work required to complete
Contract No. C -1350 in accordance with the Plans and Specifications; and will take in
full payment therefor the following unit price for the work, complete in place, to wit:
ITEM QUANTITY ITEM DESCRIPTION
NO. AND UNIT UNIT PRICE WRITTEN IN WORDS ;:TOTAL PRICE
1. Lump Sum Construct Zone III and Zone IV Pumpingg
Stations, pressure. reducing station, 27 -inch
transmission main, and other incidental
items of work.
@ Two Hundred Twenty Four Thousand _ Dollars
and
No Cents
Lump-Sum
TOTAL PRICE WRITTEN IN WORDS:
Two Hundred Twenty Four Thousand Dollars
and
No Cents
Nnv_ ln$ 1971
Date
CONTRACTOR'S LICENSE NO. 270109
$ 224,000.00
ffidle-A IF Name 4D CQNSTRUCTION CO.
Is/ 1ln_g Mull lnaux 1 lirP���TS�
ZAuthorl.zed Slgnatu T—
TELEPHONE NUMBER 213- 324 -4941
CONTRACTOR'S.ADDRESS , 15832 So. Broadway, Gardena- Califnr.nia
y
,
0
November 1, 1971
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
PUMPING STATION ZONES III AND IV
PRESSURE REDUCING STATION
AT
BIG CANYON RESERVOIR
CONTRACT NO. 13 0
ADDENDUM NO. 1
ADD THE FOLLOWING TO THE SPECIAL PROVISIONS:
SECTION 13 PIPING MATERIALS
A. General
All steel pipe shall have a minimum net inside diameter; after
application of the interior protective lining, equal to the
nominal diameter of the pipe specified on the plans or in the
Special Provisions, with a permissible tolerance of minus ( -)
1/4 inch.
PLEASE SHOW DATE OF RECEIPT OF THIS ADDENDUM ON THE PROPOSAL OR INSERT A COPY
WITH YOUR PROPOSAL.
4-'n�' 6J
Benjamin B. Nolan
Assistant Public Works Director
WBD /ldg
November 2 1971 /s/ Joe Mull
enaux
Date Received 75t� ze Signature
[ 1
• November 3, 1971
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
PUMPING STATION ZONES III AND IV
PRESSURE REDUCING STATION
AT
BIG CANYON RESERVOIR
CONTRACT NO. 1350
ADDENDUM NO. 2
MAKE THE FOLLOWING REVISIONS TO THE SPECIAL PROVISIONS:
ADDENDUM NO. 1
In the first line, following the'- work. °pipe ", insert "with a diameter"of 14 inches
or larger ".
SECTION 13. PIPING MATERIALS
A. General
Add the following paragraph:
"Mitered elbows may be substituted for the smooth elbows shown on the
plans. 90- degree elbows shall,-be 4-piece-long, radius elbows in
accordance with AWWA D -208. Elbows in excess of-90 degrees shall
be fabricated to the same radius as a 4 =piece long--radius-elbow with
the central angle of each piece not to exceed 22,- degrees."
SECTION 13, PIPING MATERIALS
H. Victaulic.Couplings
In the first line, delete "Style °77 "'and'replace-.with "Style 44"
PLEASE SHOW DATE OF RECEIPT OF THIS,AODENDUM:�ON,THE`PROPOSAL OR INSERT'A COPY WITH YOUR
PROPOSAL.
Benjamin B. Nolan
Assistant Public Works Director
WBD /bg CONTRACTOR: TRIAD PIPING AND CONSTRUCTION CO.
Authorized' Signature: /s/ Joe Mullenauxy a L66
Date Received: November 5, 1971
Page 1
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 l:lth day of November 19 71
at which time they wiTI —Ye' opened and read7or performing work as follows—:
PUMPING STATION ZONES III AND IV
PRESSURE.REDUCING STATION AT BIG CANYON RESERVOIR
CONTRACT NO. 1350
Bids must be submitted on the proposal form attached with the contract documents furnished.
by the Public Works Department. The additional copy of the proposal form is to be
retained by the bidder for his records.
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 10 percent of the amount bid.
The title of the project and the words "SEALED BID" shall be clearly marked on.the
outside of the envelope containing the bid.
The contract documents THAT MUST BE COMPLETED, EXECUTED, AND RETURNED in the sealed bid
are:
A. Proposal
B. Designation of Subcontractors
C. Bidder's Bond
D. Non - collusion Affidavit
E. Statement of Financial Responsibility
F. Technical Ability and Experience References
These documents shall be affixed with the signature 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 fixed to all documents requiring signatures. In the case of a Partnership, the
signature of at least one general partner is required.
No bids will be accepted from a contractor who has not been licensed in accordance with
the provisions of Chapter 9, Division III of the Business and Professions' Code. The
contractor shall state his license number and classification in the proposal.
Plans and Contract Documents, including Special Provisions, may be obtained at the Public
Works Department, City Hall, Newport Beach, California, at no cost to licensed contractors.
It is requested that the Plans and Contract Documents be returned within 2 weeks after
the bid opening.
The City has adopted the Standard Specifications for Public Works Construction (1970
Edition and Supplements) as prepared by the Southern California Chapters of the American
Public Works Association and the Associated General Contractors of America. Copies may
be obtained from Building News, Inc., 3055 Overland Avenue.., Los Angeles, California 90034,
(213) 870 -9871) .
The City has adopted Standard Special Provisions and Standard Drawings. Copies of these
are available at the Public Works Department at a cost of $2.00 per set.
Page la
City of Newport Beach, California
Notice Inviting Bids
In accordancd.with the provisions Of Article 2, Chapter 1, Part 7 of the California
Labor Code (Sections 1770 et seq.)# 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 fbr each craft, classification, or type of workman or mechanic
needed to execute the contract and has set forth these items in Resolution No. 6982,
adopted May 12, 1969, A copy of said resolution is available in the office of the
City Clerk. All parties to the contract shall be governed by all provisions of the
California Labor Code relating to prevailing wage rates (Sections 1770 -1781 inclusive),
Page 2
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 works 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 under-
signed in making up this bid.
The undersigned agrees that in case of default in executing the required contract
with necessary bonds within ten (10) days, not including Saturday, Sunday and Federal
Holidays, after having received notice that the contract is ready for signature, the
proceeds of check or bond accompanying 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. 270109 Classification A
Accompanying this proposal is Bid B nd
Cash, Certified Check, Cashiers Check or Bond
in an amount not les.p 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.
213 - 324 -4941
Phone Number
November 10 1971
Date
Triad.Pioinq and Construction Compan
:Bidder's Name
q (SEAL)
/s/ Joe Mullenaux
Authorized Signature
Authorized .ignature
Individual
Type of Organization
(Individual, Corporation, or Co- Partnership)
List below names of President, Secretary, Treasurer and Manager if a corporation,
and names of all co- partners if a co- partnership:
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 bid, 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
1.
Painting
Superior Coatings
1702
Eubank, Wilmington'
2..
Excavating
McAmis Contracting Co.
15832
So. Broadway, Gardena
3.
Guniting
Johnson - Western
Gardena
4.
Electrical
Randall. & West
Huntington
6.
7.
8.
9.
10.
11.
12..
Triad Pi in and Construction Company
er s Name
/s /Joe Mullenaux L �l/IGL�S�
Author ed Signature
Individual
Type of rganization
(Individual, Co- partnership or Corp)
15832 So. 6 oadw gardena. CA
ress
FOR ORIGINAL, CITY CLERK'S FILE COPY •
- s
Page 4
BIDDER'S BOND TO ACCOMPANY PROPOSAL
KNOW ALL MEN BY THESE PRESENTS,
That we, TRIAD PIPING & CONSTRUCTION CO. as Principal,
and HARTFORD ACCIDENT & INDEMNITY CO. as Surety, are held
and firmly bound unto the City of Newport Beach, California, in the sum of TEN PERCENT OF
THE AMOUNT OF THE PROPOSAL Dollars ($ 10% /Proposal ), 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 C -1350
PUMPING STATION ZONES III AND IV, PRESSURE REDUCING STATION AT BIG CANYON RESERVOIR
in the 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 (10) days (not including Saturday, Sunday and Federal Holidays) 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 be and 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 9th day of
November , 1971
Corporate Seal (If Corporation) TRIAD PIPING & CONSTRUCTION CO.
Principal
/s/ Joe Mullenaux
(Attach acknowledgement of
Attorney -in -Fact
Ann M. Arneson. Notary Public
Commission Expires April 5. 1975 HARTFORD ACCIDENT AN INDEMNITY COMPANY
Surety
By Rose M. Olson
Title Attorney -in -Fact
IV
Page 5 .
NON- COLLUSION AFFIDAVIT
The bidders, by its officers and agents or representatives present at the time of
filing this bid, being duly sworn on their oaths say, that neither they nor any
of them, have in any way, directly or indirectly, entered into any 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 money, or has given or is to give to such
other bidder or public officer anything of value whatever, or such affiant or
affiants or either of them has not directly or indirectly, entered into any 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
attached bids; that no bid has been accepted from any subcontractor or materialman
through any bid depository, the Bylaws, Rules or Regulations of which prohibit or
prevent the contractor from considering any bid from any subcontractor or material -
man which is not processed through said bid depository, or which prevent any
'Subcontractor 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
whomesoever to pay, deliver to, or share with any other person in any way or manner,
any of the proceeds of the contracts sought by this bid.
Subscribed and sworn to before me by
this 10th day of November ,
19 71 -
My commission expires:
March 31. 1975
/s/ R. M. Burrell
ootary Public
FOR ORIGIPq SEE CITY CLERK'S FILE COPY •
Page 6
STATEMENT OF FINANCIAL RESPONSIBILITY
The.undersigned submits herewith a statement of his.financial responsibility.
Liabilities---- - - - - -= $17,488.00
Assets -------------- $399,309.00
(Will submit complete financial statement if awarded contract.)
/s/ Joe Mullenaux
—
Signed
Page 7
TECHNICAL ABILITY AND EXPERIENCE REFERENCES
The undersigned submits herewith a statement of the work of similar character
to that proposed herein which he has performed and successfully completed.
Year
Completed For Whom Performed (Detail) Person to Contact Telephone No
197L Crown Development Co. Chuck Hoffman 714 - 675 -6393
Booster Pump Station
r
1971 Champlin Petroleum Co. Mr. Page 432 -6923
Water Pollution Control - Piping, pumps & reservoir
1971 Texaco Inc Mr. H E Kilzer 835-8261. Ext 414
1970
Newhall
Co Water Dist
I D Booster St
#1 Montgomery
259-3610
1962
City
of.Santa Ana
Dewey
Dixon
681 -4255
Bristol St. Booster Pump St.
1963 Hacienda Heights Booster St.
1962 La Canada Water Dist. Mr. Richardson
Booster Pump Station
1950 -1961 General Supt. for Bovee & Crail Mr. Bovee 630 -3125
Const. Co. - Specialized in
Water Booster Pump Stations
TRIAD PIPING & CONSTRUCTION CO.
n
LABOR AND MATERIAL BOND
KNOW ALL MEN BY THESE PRESENTS, That
i. Page 8
No. 396 78 13
Premium: $1,806.00
WHEREAS, the City Council of the City of Newport Beach, State of California by
motion adopted November 22nd. 1971
has awarded to TRIAD PIPING AND CONSTRUCTION COMPANY
hereinafter designated as the "Principal ", a contract for r. -1350
PUMPING STATION ZONES III AND IV_ PRESSURE REDUCING STATION AT RTC CANYON RFSFRVOTR.
in the City of Newport Beach, in strict conformity with the Drawings and Specifications
and other contract documents on file in the office of the City Clerk.
WHEREAS, said Principal has executed or is about to execute said contract and the
terms thereof require the furnishing of a bond with said contract, providing that if
said Principal or any of his or its subcontractors, shall fail to pay for any materials,
provisions, provender, or other supplies or teams used in, upon, for,.or about the per-
formance of the work agreed to be done, or for any work or labor done thereon of any
kind, the Surety on this bond will pay the same to the extent hereinafter set forth:
NOW, THEREFORE, We
TRIAD PIPING AND CONSTRUCTION COMPANY
as Principal, hereinafter designated as the Contractor and HARTFORD ACCIDENT AND
INDEMNITY COMPANY
as Surety, are held firmly bound unto the City of Newport Beach, in the sum of ONE
HUNDRED TWELVE THOUSAND AND NO /100 ----------- - - - - -- -Dollars ($ 112,000.00 )
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 subcontractors,
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 specified in the bond, and also, in case suit is brought
upon the bond, a reasonable attorney's fee., to be fixed by the Court as required by the
Provisions of Section 4204 of the Government Code of the State of California.
Y-
• • Page 9
(Labor and Material Bond - Continued)
This bond shall inure to the benefit of any and all persons, companies, and corporation
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
extension of time, alterations
to be performed thereunder or
affect its obligations on this
extension of time, alterations
work or to the specifications.
received, hereby stipulates and agrees that no change,
or additions to the terms of the contract or to the work
the specifications accompanying the same shall in any wise
bond, and it does hereby waive notice of any such change,
or additions to the terms of the contractor or to the
In the event that any principal above named executed this bond as an individual, it is
agreed that the death of any such principal shall not exonerate the surety from its
obligations under this bond.
IN WITNESS WHEREOF, this instrument has been duly executed by the Principal and Surety .
above named, on the 30th day of November , 19 71 .
TRIAD PIPING AND CONSTRUCTION CO. (Seal)
6A�-e f�zr� {Seal)
(Seal)
ontractor
HARTFORD ACCIDENT & INDEMNITY CO. (Seal)
Harry W Jerdon- Attorney- in- fact(Seal)^
Approved ass�tt"o form:y jJ
City Attorney
This bond was approved by the City Council
of the City of Newport Beach by motion on
Attest:
City Clerk
STATE OF CALIFORNIA
(COUNTY OF...._._Lgs Angeles (ss.
14 On this. .. P. day of NoyembeP _ in the year one thousand nine hundred and .- .... $PWAY ... ne......., before me,
Rose M. Olson _ _ -------- _........ __ -. -_ __ ___ _._ a Notary Public in and for said County, residing therein, duly
. - - .... -. - -. . ......... -- - - - -- .
OMC;AI SEAL
ROSE AA. OLSON
.... 9,'RNIA
... .. :... JN IY
....._....... -"fl Il, IM
My Commission will Expire ........... ..........
Form S- 3663 -6 Printed in U. S. A. 3-'67
commissioned and sworn, personally appeared ......
.....HdYty W. JOrdOn
known to me to be the Attorney -in -Fact of the Hartford Accident and Indemnity
Company, the Corporation described in and that executed the within instrument, and
also known to me to be the person....., who executed it on behalf of the Corporation
therein named, and ...... he -..... acknowledged to me that such Corporation executed the
same, �" ► �"
9k WVi2P�,k, iljlt,u4j I have hereunto set my hand and affixed my
Official Seal, at my office, in the said County, the day and year in this certificate first
above written.
..................... .....................
N.t.q Public in and in, said county, state o! Cetitomia
Page 10
PERFORMANCE BOND No. 396 78 13
Premium: Included
KNOW ALL MEN BY THESE PRESENTS, That
WHEREAS, the City Council of the City of Newport Beach, State of California, by
motion adopted November 22, 1971
has awarded to TRIAD PIPING & CONSTRUCTION CO.
hereinafter designated as the "Principal ", a contract for C -1350
PUMPING STATION ZONES III AND IV, PRESSURE REDUCING STATION AT BIG CANYON RESERVOIR
in the City of Newport Beach, in strict conformity with the drawings and specifications
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 whereof require the furnishing of a bond for the faithful performance of said
contract;
NOW, THEREFORE, We, TRIAD PIPING AND CONSTRUCTION COMPANY
as Principal, hereinafter designated as the "Contractor ", and HARTFORD ACCIDENT
AND TNnpmNTTY rnMPANY
As Surety, are held and firmly bound unto the City of Newport Beach, in the sum of
TWO HUNDRED TWENTY FOUR THOUSAND AND NO /100 - - - - - -- Dollars ($ 224,000.00 )9
said sum being equal to 100% of the estimated amount of the contract, to be paid to
the said City or its certain attorney, its successors, and assigns; for which payment
well and truly to be made, we bind ourselves, our heirs, executors and administrators,
successors or assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above bounden Principal, his
or its heirs, executors, administrators, successors, or assigns, shall in all things
stand to and abide by, and well and truly keep and perform the covenants, conditions,
and agreements in the said contract and any alteration thereof made as therein provided
on his or their part, to be kept and performed at the time and in the manner therein
specified, and in all respects according to their true intent and meaning, and shall
indemnify and save harmless the City of Newport Beach, its officers and agents, as
therein stipulated, then this obligation shall become null and void; otherwise it shall
remain in full force and virtue.
a
�� !�� • • Page 11
(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 to 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 contract
or to the work or to the specifications.
In the event that any principal above named executed this bond as an individual, it
is agreed that the death of any such principal shall not exonerate the surety from
its obligations under this bond.
IN WITNESS WHEREOF, this insthument has been duly executed by the Principal and Surety
above named, on the 30th day of November , 19 71 ,
TRIAD PIPING AND CONSTRUCTION COMPANY .(Seal)
=1 w} P �//iLc c f%�> , �� (Seal)
o (Seal)
Contractor
HARTFORD ACCIDENT AND INDEMNITY CO. (Seal)
f
C.,
Harry W. Jordon, Attorney -in -fact (Seal)
Surety
Approved as to form:
City Attorney
STATE OF CALIFORNIA
ss.
COUNTY OF ........ Los. - Angeles......_..... --
On this...... 30th ..... day of.........November ....... in the year one thousand nine hundred and.......... Seventy.. One. --- .., before me,
...................................... Rose........, Olson.......................... a Notary Public in and for said County, residing therein, duly
commissioned and sworn, personally appeared ............ Harry..W,,,, broon ..................
known to me to be the Attorney -in -Fact of the Hartford Accident and Indemnity
Company, the Corporation described in and that executed the within instrument, and
also known to me to be the person...... who executed it on behalf of the Corporation
.....» - - - -°•�••' """"' °'"'"" " "- °�`�' -�T therein named, and ......he...... acknowledged to me that such Corporation executed the
O'tICIAL SEAL same.
r ,ROSE M OLSON
i t•; +Ar,•; i:.:C. CALIPORN1A
;N 9}1 WLfiLQ6tI (LtRItRG�3 I have hereunto set my hand and affixed my
Official Sea), at my office, in the said County, the day and year in this certificate first
h:y C� �'ddi55;pN Ed.': �=� APiciL 11. 1975
` ,�.,,.,..�... —•--• above written. ;
My Commission will Expire ................. ............................... .. ....... 0'4 .. ..........
Form i-3663-0 Printed in U. S. A. 3 -'67 Notary Public in and for said County, State of California
CONTRACT
0
Page 12
THIS AGREEMENT, made and entered into this / T day of p£CEM B E R , 19'7/ ,
by and between the CITY OF NEWPORT BEACH, California, hereinafter designated as the
City, party of the first part, and TRIAD PIPING & CONSTRUCTION CO.
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
PUMPING STATION ZONES III AND IV, PRESSURE REDUCING STATION AT BIG CANYON RESERVOIR
CONTRACT 1350
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, (Except
such materials, if any, as in the said Specifications are stipulated to be furnished 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 description
connected with the work; also, for all expenses incurred by or in consequence of the
suspension or discontinuance of work, except such as in said Specifications 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 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 parties
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 Agreement.
•
s`
Page 13
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 from the 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.
Approved as to form:
'tea
ity ttorney
CITY OF NEWPORT BEACH, CALIFORNIA
By:
mayor
TRIAD PIPING & CONST. CO..
Contractor
(SEAL)
By-
OWNER
Title
By:
Title
CITY OF WPORT BEACH.:- PUBLIC,WORKS DEP M NT
INDEX
0
SPECIAL PROVISIONS
PUMPINGSTATION ZONES III AND IV
PRESSURE REDUCING STATION
AT
BIG CANYON RESERVOIR
CONTRACT NO,t 1350
SECTION
PAGE
1.
Scope of Work ----- -- -- --- --------- ----- -- - --- I
1
2.
Completion of the Work -----------------------
1
3.
Shop Drawings ------------------ ---------------
1
4.
Construction Survey Staking ------------------
3
5.t
Access for Existing Operations ---------------
3
6.
Work Area -------- ----------------------------
4
7.
Site Access ------------------- ----------------
4
8.
Guarantee ------------------------------------
4
9.
Connection to Reservoir Outlet Line ------
5
10.
connection to Existing 16-inch Line - - - - -- - --
5
11.
Earthwork ------------ ---------
12.
Concrete -------------------------------------
7
13.
Piping Materials ----------------------- - - - - --
7
A.' General ----------------------------------
7
B. Above Ground Steel Pipe and Specials -----
7
C. Below Ground Steel Pipe ------------ - - - - --
8
D. Cast Iron Pipe and Fittings ------
8
E. Flanges ---- ---- ---- ---- -- - --
.8
F. Copper Pipe and Fittings ----------- - - - - --
9.
G. Polyvinylchloride (PVC) Pipe i Fittings.--
9
H. Victaulic Couplings -----------------
9
I. Sleeve Type Couplin gs ------ -------------
9
INDEX
SECTION
PAGE
13. Piping Materials (cont'd)
J.'
Gaskets and Bolts ---------------------- - - - - --
10
K.
gXotective Coatings -------------------- - - - - --
10
14. Valveis ------------------ ----- ------ -------- - - - ---
11
A.
4ate Valves 2" and Smaller ------------- - - - - --
11
B.
Gate Valves 4" and Larger -------------- - - - - --
11
C.
Butterfly Valves .---- --------------------- - - --
11
D.
Plug Valves --------------------- ------- - - -- --
12
E.
Bronze Angle Valve --------------------- - - - - --
12
F.
Air Release and Vacuum Valves ---------- - - - - --
12
G.
Pressure Relief Valves ----------------- - - - - --
13
H.
Surge Control ------=------------------- - - - - --
14
I.
Pressure Reducing and Pressure
Sustaining Valves ----=-----=----------- - - - - --
14
J.-
Combination Pressure Reducing
and Check Valves ---=-------------=----- - - - - --
15
K.
Check Valve with Dual Speed Control ---- - - - - --
16.
L.
Needle Valves -------------------------- - - -- --
16
M.
Valve and Stem Coatings ---------------- - - - - --
16
N.
Valve Position Indicators -------------- - - - - --
17
15. Turbine Pumps and Motors------------------- - - - - --
17
A..
General ---------- ---- ---- ---- -- --- ------ -'- - --
17
B.
Operating Conditions -----=------------- - - - - --
17
C.
Motor and Pump Head ---------------=---- - - - - --
18
t • a
INDEX
SECTION PAGE
15.
Turbine Pumps and Motors (cont'd)
D. Discharge Column Assembly ----------- - - - - --
20
E. Pump Assembly ----------- -- ---------- - - - - --
21
F. Contractor Submittal ---------------- - - - - --
22
G.. Pump Manufacturers ------------------ - - - - --
22
16.
Pump Controls ----=--------------------=- - - - - --
22
A. Zone III - -- ° °--------- ----- --- -- -- - - ----
22
1. Pump Starting - ----- ---- ------ ------- - -- - --
22
2. Pump Shutoff ------------------------ - - - - --
23
B. Zone IV ---------- ----- ----- -------- - --- - --
24
17.
Flowmeter --------------------------------------
25
18.
Pressure Gauge -------------------------- - - - - --
25
19.
Asphaltic Concrete Pavement ------------- - - - - --
26
20,
Aggregate Base -------------------------- - - - - --
26
21.
Manholes ------- ------ ------ --- ------ --- -- -----
27
22.
Testing ------------ ------ -- ------- -- -- -- - - - - --
27
23.
Disinfection ---------------------------- - - - - --
28
24.
, Pumping Station Tests ------------------- - - - - --
28
25.
Electrical ------------------------------ - - - - --
28
A. Materials ------- ----- --- ------------ - --- --
28
B. Conduit and Fittings ---------------- - - - - --
29
C. Junction Boxes ----------------=----- - - - - --
30
D. Pullboxes - --------------------- - --- --
30
-iii -
INDEX
SECTION
PAGE
25. Electrical (cont'd)
E.
Wire and Cable -------------------------- - - - -31
1.
600 Volt Conductors ----------------- - - - - --
31
F.
Main Switchboard and Motor.Control Center -
32
G.
Nameplates --- -- --- ---- ----- --- ---- -- - - -- --
35
H.
Lighting Fixtures -------- -----------------
35
I.
Lamps -------------------- -- --------- - - - - --
35
J.
Ground Rods - -------- -- ----- ------- -- - - - - --
35
K.
Execution ---- ------ ---- ----- ----- --- - - ---
36
L.
Conduit Installation -------------- - - - - --
39
M.
Pullboxes --------------------------- - - - - --
41
N.
Wire and Cable ---------------------- - - - - --
41
26. Painting ------ --- ------- ------ ------ --- - - - - - --
43
A.
General ---- ----- ----- ---- -- --- -- ---- -- - ---
43
B.
Painting Schedule ------------------- - - - - --
43
C.
Materials ---- ----- --------- ---- -- --- -- ----
44
D.
Thinning --- --- ----- ----------- -- --- - - - -- --
44
E.
Application -- ---- ---- -- -------- --- -- --- - --
44
- iv .
I
1
. 1;
CITY. 6NEWPORT- BEACH - PUBLIC.WORKS DWMENT
SPECIAL PROVISIONS
FOR-:
PUMPING STATION ZONES JII AND IV
PRESSDRE REDUCING STATION
AT
BIG CANYON RESERVOIR
CONTRACT NO. 1350
1. SCQPE Or t90R K
Work to be done under this Contract consists of constructs
ing two water pumping stations, a pressure reducing station, a
27 -inch transmission main, and other incidental items of work.
All of the work to be done under the Contract is.located
within the Big Canyon Reservoir site.
The Contract requires completion of all the work in
Accordance with these special Provisions, the City's Standard
Special Provisions, the plans (Drawing No. W- 5082 -S), and the
City's Standard Drawings and Specifications. The City's
Standard Specifications are the "Standard. Specifications for
Public Works Construction, 1970 Edition ". Copies may
purchased from Building News. Inc., 3055 Overland Avenue, Los
Angeles, California, 90034; Telephone (2.13) 870 -9971. Copies
of the City's Standard Special Provisions may be.purchasod frost
the Public Works Department at a cost of $2.00.
2. COMPLETION OF THE WORK
The Contractor shall complete all work on the Contract
within 180: consecutive calendar days after date that the City
executes the Contract.
3. SHOP DRAWINGS
Shoop drt)tginga will be required-for all equipment, piping
and appurtenances. The Contractor shall furnish to the =ngineer
for review two prints of each shop drawing. The tesa 'shop..
drawing" as used herein shall be understood to tnelsft lists,`
Schedules, "graphs, operating instructions, etc., and shall be
submitted at least 30 calendar days before drawings will be
required for commencing the work. Within ten days of receipt
of said prints, the Engineer will return one print of each
i
drawing to the Contractor with his comments noted thereon.
If the drawing is returned to the Contractor marked
"NO EXCEPTIONS TAKEN ", revision of said drawing will not be
required and the Contractor shall immediately submit five
additional copies to the Engineer.
If the drawing is returned to the Contractor marked
"MAKE CORRECTIONS NOTED ", formal revision of said drawing
will not be required and the Contractor shall immediately
submit five corrected copies to the Engineer.
If the drawing is returned to the Contractor marked
"AMEND AND .RESUBMIT ", the Contractor shall revise said
drawing and shall resubmit six copies of said revised
drawing to the Engineer.
If the drawing is returned to the Contractor marked
"REJECTED - RESUBMIT ", the Contractor shall revise said
drawing and shall resubmit two copies of said revised
drawing to the Engineer, as in the case of an original
submittal.
Fabrication of an item shall not be commenced before
the Engineer has reviewed the pertinent shop drawings and
returned copies to the Contractor without rejection.
Revisions indicated on shop drawing shall be. considered as
changes necessary to meet the requirements of the contract
plans and specifications and shall not be taken as the basis +
of claims,for extra work. The Contractor shall have no claim
for damage or extension of time due to any delay resulting;
from makir required revisions to shop drawings. The review
of said drwings by the Engineer shall apply to general design
only and shall in no way relieve the Contractor of responsibility
for errors or omissions contained therein nor shall such review
operate to waive or modify any provisions or requirements
contained in these contract specifications or on the contract
drawings.
4. CONSTRUCTION SURVEY STAKING
Field - surveys for control of construction shall be the
responsibility of the Contractor. All such surveys, including
construction staking, shall be done under the supervision of a
California licensed surveyor or civil engineer. Staking shall
be performed on all items ordinarily requiring grade and
alignment at intervals normally accepted by the agencies and
trades involved. Payment for construction survey staking shall
be considered as included in the lump sum price bid and no
additional allowance shall be'made therefor.
5. ACCESS FOR EXISTING OPERATIONS
The Contractor shall conduct his operations in such a
manner that vehicular access is available at all times to the
3
i
H
existing operations building.
The existing driveway between
the operations building and the pumping station site shall not
be blocked for more than 2 weeks. One lane of travel shall be
open at al times on the main access road during construction
of the 24j.drain line. Pavement shall be replaced within 5'days
after the !,Packfilling of the trench has been completed.
6. WORK AREA
The Contractor shall confine all of his operations to the
i
pumping station site and to the designated area immediately
adjacent to the site. No material shall be stored, nor vehicles
parked, on the existing paved area. Trees, shrubs, and
improvements''shall be protected from damage.
7. SITE ACCESS
All access to the site shall be via the existing reservoir
site entrance and electric gate lobated off of Pacific View
Drive. Except when entering or exiting the electric gate shall
remain locked at all times. The Contractor will not be given
keys to operate the electric gate.; Operation of the gate will
be controlled by the reservoir operator.
If the chain link fence is removed to facilitate the
connection of the 27 -inch transmission main, it shall be
replaced at the end of each day.
8. GUARANTEE
The Contractor shall guarantee for a period of one year,
after acceptance of the work.by the City Council, all materials.
4
and all workmanship against any defects whatsoever. Any such
defects shall be repaired at the Contractor's expense.
.All equipment or material warranties in excess of one year
shall be delivered to the Engineers:
9. CONNECTION TO RESERVOIR OUTLET LINE
The �O -inch butterfly valve shall be installed on the
existing f�,anged outlet during a period of minimum water
demand. F6r the purposes of this contract, the period of
minimum water.demand shall be considered as being between.
12 Midnight and 4 A.M.
The Contractor shall notify the Engineer a minimum of
72 -hours in advance of making the connection.
10. CONNECTION TO EXISTING 16 -INCA LINE
The existing 16 -inch line on the discharge side of the
Zone IV Pumping Station has recently been installed. It shall
be the responsibility of the Contractor to verify the precise
vertical and horizontal location of the end of this line. The
line is filled with water and the end is capped with a blind
flange that has been tapped and valved. The line shall not be
drained and connection made until the pumping station piping
has been completed, tested,;and disinfected.
11. EARTHWORK
All earthwork indicated shall be done in accordance with
the applicable portions of Section 300 of the Standard Speci-
fications. Excavated material shall be placed in a disposal
area as indicated on the drawings. Asphalt.concrete pavement
and Portland Cement concrete may be placed in the disposal
area provided that the broken pieces are not larger than
12 inches in largest dimension and that these materials are
placed a minimum of four feet below.the finished surface
indicated.
Prior to' placement of any material in the'disposal area,
the stockpile of uncompacted material shall be removed and
recompacted.
The grades indicated for the - disposal area provide for a
greater quantity of material than is expected to be excavated
from the pumping station site; therefore, the Contractor shall
place the material in the disposal area beginning at the
southerly end and progressing northerly. The completed portions
of the disposal area shall have a finished surface within t0.10
of a foot of the elevations indicated. The resulting side
slopes shall be left at a slope of 2:1 and shall be grid rolled
or otherwise compacted.
All material placed in the disposal area shall be compacted
to a relative compaction of not less than 908 when tested in
accordance with Subsection 211 -2 of Standard Specifications.
Excavated material shall be hauled to the disposal site
via a haul route that is approved by the Engineer. Excavated
materials shall not be transported over any of the existing
paved areas.
The existing palm trees on the easterly side of the
pumping station site shall be removed in advance by others..
- 16 -
i
•
+
ir
12. CONCRETE
Concrete construction shall comply with the requirements
of the Standard Specifications. Concrete slabs on grade shall
be constructed of Class 5.5 -C -2500 concrete, and shall be
finished as specified in Section 303 -5.5.2 of the Standard
Specifications.
13. PIPING MATERIALS
A. General
All piping materials shall conform to the applicable
portions. of Section 207 of the. Standard Specifications except
as modified herein. All steel and cast iron pipe and fittings
shall be mortar -lined as specified in the Standard Specifications.
All field welding shall be performed by welders qualified in
accordance with the Standard Specifications for field welding
of steel water pipe (AWWA C- 206 -62), or Section IX of the ASME
Boiler and Pressure Vessel Code.
B. Above Ground Steel Pipe and Specials
Above ground steel pipe shall comply with the require-
ment of Section 207 -10 of the Standard Specifications. The;
interior shall be mortar -lined as specified. The steel
cylinder thickness shall be a minimum of 3/16 of an inch. The
exterior surface of the pipe shall be painted as specified
• hereinafter. Joints and special sections -shall be as indicated
on the plans. Piping, fittings, and specials shall be shop
fabricated. Field welding will not be permitted except for
closing pieces.
7 -
�.i
I
t
C. Below
Ground
Steel
Pipe .
—r—
Below
ground
steel
pipe shall be mortar -lined and
coated fabricated steel pipe manufactured in accordance with '
Section 207 -10 of the Standard Specifications except that
steel cylinders shall have a minimum wall thickness of 3/1611 ,
except the 27" transmission main which shall have a minimum
i
wall thickness of 10 gauge (0.135 inches). Cement mortar
lining and coating shall conform to Section 207 - 10.4.1 of the
Standard Specifications. Joints for the 27" transmission main
shall be bell and spigot.with,rubber gaskets, except as
otherwise indicated. Field welded'j.oints shall be lapped
joints or plain ends fitted with butt straps.
The number of field welded joints shall be held -to a
minimum by shop fabricating sections in as long lengths as can
be conveniently hauled to`theijob bite.
D. Cast Iron Pipe and Fittings
Cast iron pipe shall be centrifugally cast conforming
to Section 207 -9.2.3 of the Standard Specifications. Pipe
shall be Class 150 unless otherwise indicated.
Cast iron fittings shall conform to Section 207 -9:9
..,,of the Standard Specifications, and shall be for a working
pressure of 150 psi unless otherwise indicated.
Flanges for cast iron fittings shall conform with ANSI B 16.1,
Class 125.
F. Copper Pipe and Fittings
Copper pipe shall conform to ASTM Designation 888
Type K. Fittings shall be wrought copper designed for 150 psi
working pressure with soldered joints.
G. Polvvinvlchloride (PVm P be and Fittinas
PVC pipe shall be made from all new, rigid,
unplasticized polyvinylchloride,and shall be normal impact
(Type I) Schedule 40, unless otherwise designated. Fittings
shall be of the same material as the, pipe. Unless otherwise
shown or specified, all joints shall be solvent - welded in
accordance with the manufacturer's instructions. All
connections between PVC pipe and metal pipe shall be made with
approved adapters. 7'
' I
H. Victaulic Couplings
Victaulic couplings shall be Style 77 as manufactured
by the Victaulic Company of America. The ends of the pipe to
be joined with victaulic couplings shall be banded and machined
to match the dimensions for standard, victaulic shoulder ends
for cast iron pipe. The victaulic coupling for the 36" suction
line pipe inside the control building shall be Style.41.
I. Sleeve Type Couplings
Above ground sleeve type couplings shall be.Dresser
I
9 w
i
Af_
Style 38. Couplings for buried service shall be Dresser Style
53, manufactured of cast iron with stainless steel bolts.
J. Gaskets and Bolts
Except as otherwise provided, gaskets for flanged
joints shall be full face and cut from 1 /8" thick rubber.
Wherever blind flanges are shown the gasket shall
consist of 1/16" thick cloth- inserted rubber sheet which shall
cover the entire 'inside surface of the blind flange and shall
be cemented to the surface of the blind flange.
Bolts for above - ground flange joints shall conform
to the requirements of the "Specifications for Low Carbon Steel
Externally and Internally Threaded Standard Fasteners ", Grade B
(ASTM Designation A307). Bolts will have a minimum tensile
strength of 55,000 psi. Bolts-and nuts for buried flanged joints
shall be Type 316 Stainless Steel.
K. Protective Coatings
The exterior surface of all buried.valves, flanged
joints, and other buried items which are not mortar coated
except for cast iron pipe and titti4gs shall be thoroughly
cleaned and given two coats of EC -244 as manufactured by
Minnesota Mining and Manufacturing Company. The coating shall
be applied strictly in accordance with the manufacturer's
recommendations. After drying, the ±coating shall have a
minimum thickness of 1/8 inch.
10 -
r
14. VALVES
The Contractor shall furnish and intall all valves and
gates as shown and specified. All valves shall be new and of
current manufacture. The flanges of valves may be raised or
plain faced. The flanges and valve bodies shall be designed
for water working pressures of 175 psi, unless otherwise
indicated. The flanges shall be faced and drilled to conform
with ANSI B 16.1 Class 125. Each valve body'shall be tested
under test pressure equal to twice its design water working
pressure.
1
A. Gate Valves 2" and Smaller
Gate Valves 2" and smaller shall be bronze; 150 psi
working pressure, flanged ends or screwed as indicated, solid
wedge disc, non- rising stem, similar to Crane Company $438...
B. Gate Valves 4" and Larger
Gate Valves 4" and larger shall conform to the
requirements of Section 207 -14 of the Standard Special
Provisions. Hand wheels shall be provided where indicated..
C. Butterfly Valves
Butterfly valves shall be equal to or exceed the
requirements of AWWA Specification:C- 504 -70. All valves
shall be equipped with.manual hand wheel operations conform -
ing to Section 12.2 of AWWA C- 504 -70. The shafts of all
valves shall be fabricated from Type 316 stainless steel.
The discs, pressure class,.manufacturer and model of valve..,
shall be as follows:
36" - Pratt Triton'XR 70
Pressure Class 25A
Cast iron disc with type 316
stainless steel edge.
12" thru 24" - Pratt Model 2F II
Pressure Class 150E
Cast bronze disc containing
less than 108 zinc and
28 aluminum by weight.
D. Plug Valves
i..
The 16" plug valve shall have .flanged ends and be
gear operated with a hand wheel. The valves shall be DeZurick
118F G12 H12.
E. Bronze Angle Valve
All parts of the 2" bronze angle valve except the
i
wheel shall be bronze, and the valve shall have screwed ends.
The valve shall be Crane No. 2.
F.. Air. Release and Vacuum Valves
A:;r release and vacuum valves shall have cast iron
bodies;, bronze internal parts] and:stainless steel floats.;.
.: 12 _,
The valves shall be Eddy -Iowa, F- 3062. The 1" valves shall
be Model No. 200 -A, and the 2q valves shall be Model No. 200.
G. Pressure.Relief Valves
The pressure relief valves shall be designed to
maintain constant,upstream pressure by bypassing or relieving
excess pressure, and shall maintain close pressure limits
without causing surges. The main valve shall be the hydrauli-
cally operated, pilot - controlled, diaphragm 'type and shall
have a single removable seat and resilient disc. The pilot
control shall be a direct acting, adjustable, spring - loaded.
diaphragm valve designed to p4rmitflow when controlling
pressure exceeds spring setting. The pilot control system
shall operate so that as excess line pressure is dissipated,
the main valves are gradually closed to a positive'drip -type
seating. The valves shall be Clayton, 50 RCG. The pattern
and pressure setting for the various valves shall be as
follows:
1. Zone III Pump No. 1 Bypass 2"
Angle Pattern Screwed Ends with Pressure Range 100 =300 psi
2. Zone IV.Pump Bypass"
Angle Pattern Flanged Ends with Pressure Range 100 -300 psi
3. Zone III Surge Protection 6"
Regular Pattern Flanged Ends with Pressure Range 2 -35 psi
The interior surfaces of the.valve bodies shall'be
epoxy coated and the stems shall be 'supplied with plastic sleeves.
,
H. Surge Control
The 4" Zone IV surge control valves shall be designed to
open on a negative pressure wave. The main valve shall be
hydraulically- operated, pilot - controlled, diaphragm type
i
and shall have a single removable seat and resilient disc.
The pilot control shall be a direct acting, adjustable,
f spring- loaded diaphragm valve. The pilot control system
i
shall operate so that as excess line surges are dissipated,
the main valve is gradually closed to a positive drip -type
,
I seating.
The valve shall be an angle pattern, and the interior
surfaces of the valve body shall be epoxy coated, the stem
supplied with plastic sleeves and.provided with a high
pressure setting of 100 -300 ps.i, and a low pressure setting
of 30 -130 psi. The valve shall be Clayton 52A KM
I. Pressure Reducing and Pressure Sustaining Valves
The 12" pressure reducingiand pressure sustaining
valves shall maintain a relatively constant downstream
pressure regardless of fluctuating demand, and sustain a
redetermined upstream p p pressure. The valves shall be
hydraulically- operated, pilot - controlled, diaphragm type
globe valves. The main valve shall have a single removable
seat and a resilient disc and no external packing glands.
The pilot control shall be a direct acting, adjustable,
spring loaded, diaphragm type designed to close when
-!14 _!
downstream pressure exceeds the spring setting, and open
to sustain a predetermined upstream setting. The valve
shall be designed for a pressure rating of 175 psi. The
downstream adjustment range shall be 10 -40 psi, and the
upstream adjustment range shall be 20 -80 psi. The internal
surfaces of the valve body shall be epoxy coated, and the
stems supplied with plastic sleeves. The valves shall be
Clayton, 92 -01 KCG.
J. Combination Pressure Reducing and Check Valves
The 10" combination pressure reducing and check
valves shall be installed on the discharge side of Pumps
No. 1 and No. 2 of the Zone III Pumping Station. The valves
shall be designed to maintain a constant downstream pressure
regardless of fluctuating demand and shall positively close
tight when a pressure reversal occurs. These shall be
hydraulically= operated, pilot - controlled, diaphragm type
globe valves. The main valve shall have a single removable
seat and a,resilient disc. The pilot control shall be a
direct acting, adjustable, spring loaded, normally open
diaphragm valve, designed to close when downstream pressure`
exceeds the spring setting:' The valve shall have a pressure
rating of 175 pounds, and shall have an adjustment range of
50 -150 psi. There shall be a,minimum pressure differential
1
of 2 psi.batween the inlet.and.outlet pressures. Interior .
surfaces of the valve shall be epoxy coated,.and. the stems
- 15 -
i
supplied with plastic sleeves. -. The valves shall be Clayton
91G01 AJKCG.
K. Check Valve with Dual Speed Control
The .8" check valves with dual speed control shall be
installed on the discharge side of'Pumps No. 1 and No. 2 of.
the Zone IV Pumping Station., The valves shall be designed to
open to permit flow when inlet pressure is greater than
discharge pressure. When the discharge pressure is greater,
the valves will close tightly to prevent return flow. The
valves shall be diaphragm actuated and hydraulically operated
by line pressure. They shall be spring loaded, single seat,
globe typo valves having a renewable seat ring.' The valves
shall contain auxiliary control w4ich:psrait adjustment of
the opening and closing speeds.: Tfie valves shill have a
pressure rating of 175 psi... The interior surfa0es!of the'
valve body shall be epoxy coated. The valves shall be .
Clayton 81 CKC.
L. Needle Valves
Ajbrass needle valve to permit dampening of the
Pressure signal shall be installed on the pressure taps where
indicated and shall be Bristol Not .7197,.
D4..
Valve and Stems Coatings
When specified above•epoxy coatings shall be
applied to-interior valve body surfaces that have been'sandLt.
blasted to white metal. 100'8 _.pure epoxy shall W`applied to
a thickness of 10 -12 mils using the heat fusion process.
Plastic stem sleeves where•specified shall be "Delrin"
as furnished by the Cla -Val Company.
N. Valve Position Indicators
All valves specified above in paragraphs G. H, I,
J, and K shall be equipped with position indicators enclosed
in a sight'glass.
15. TURBINE PUMPS AND MOTORS
A. General
This section covers the furnishing and installation,
i
complete, of four vertical turbine'motor driven close coupled -
pumps for the Zone III and Zone IV Pumping Stations.
B. Operating Conditions
The following are the operating conditions for the
No. 1 and No. 2 pumps: �.. ZONE III ZONE IV
1. Diameter of Pump Can 16 inches 14 inches,
2. Suction Head:
Minimum 0 135 feet
Normal 20 feet 180 feet
3. Pumping Head:
Minimum 180 feet 375 feet
Normal 180 feet 398 feet
4. Total Pumping Head:
Maximum 180 feet 263 feet
Normal 160 feet 218 feet
5.' Capacity of Each Pump:
Total Pumping Head - Maximum 2400 gpm 730 gpm
Total Pumping Head - Normal 2700'gpm 840 gpm
The total pumping head does not include losses in
the pump which must be allowed.by the Manufacturer. The
.17 -
maximum efficiency of the pumping units shall be attained at
a point on the pump head - capacity curve slightly.to• the .left
of the point designated above for the normal operating
condition. The efficiency of the pumping units shall be as
high as correct design.and, good engineering will permit.
Five certified copies of the pump curves for each
unit shall be submitted to the Engineer,
C. Motor.and Pump Head
The motor and pump head shall be the unit drive
construction. The thrust bearing shall have ample capacity
to carry the weight of all the rotating parts.plus the
hydraulic thrust of the pump impellers and have an ample
safety factor. This factor should be based on an average
life expectancy of 5 years operation at 24 hours per day.
Motors shall.be constructed in accordance with the
latest applicable NEMA, IEEE and ASA Standards and shall be
designed and selected for the specific purpose, application,
and load requirement.' Motors are to be provided by the sup-
plier of the driven equipment and are to be compatible with
the electrical characteristics and physical locations shown
on the plans. Shop drawing submittals shall include outline
dimension drawings, description of the electrical insulation
System, description of the mechanical construction and the
followingg electrical data; rated rpm, horsepower, voltage,
full -load 'amperes power factor and efficiency and the start-
I
-18
-:.
ing KVA code letter. The supplier shall furnish two copies
of a parts list and a Maintenance Manual for each motor
furnished. Motors shall be the manufacture of Westinghouse,
General Electric, or U.S. Motors.
Motors shall be vertical, hollow shaft, high thrust,
P Base type rated at 460 volts, three phase. Minimum horse-
power ratings are shown on the drawings.
The insulation shall be a premium Class 'B' non-
hygroscopic system. All interior surfaces shall be protected
from moisture, abrasion, and fungus by epoxy or similar
protective coating. The'motor construction shall be Totally
Enclosed Fan Cooled with a service factor of 1.15 or 1.0 if
the load brake horsepower does not exceed 858 of the nameplate
rating of the motor.
The fan shall be non - sparking and made of plastic
or bronze. The conduit box shall be gasketed cast iron,
diagonally split. A neoprene -lead separator gasket shall
seal the conduit box and frame. A grounding .lug shall be
provided. Motor nameplates shall be stainless steel with
embossed lettering and stainless steel fastening pins. The
motors shall be dynamically balanced to .001 inches,-peak
to peak.
- 19 -
' c
The Zone III motors shall be provided with 110 volt
single phase space heaters. Crouse Hinds Type ECD 284 or
equal breather drains shall be provided. All castings shall
have a.flood coat of red oxide and zinc chromate primer.
An intermediate prime coat and.finish coat shall be applied
after erection in accordance with Section 26 of this
Specification.
A suitable base of high - grade cast iron or fabricated
steel shall be provided for mounting the motor, and with a
discharge.elbow having above - ground flanged discharge outlet.
The flange& discharge outlet for the Zone III pumps shall be
10" diameter, and for the Zone IV.pumps 8" diameter. The
flanges shall be faced and drilled to conform with ANSI B 16.1
Class 125., The pump bases shall haYe.a suitable flange and
gasket such that a watertight connection is formed between the
pump base and the pump can. A 1" IPT tap shall be provided
in each base at a location that will permit venting of the
space between the pump column and the pump can.
D. Discharge Column Assembly j
The total length of the discharge column.shall be
such that the pump is set at the depth indicated on the
drawings. M6 column pipe shall be not less than 8" inside
diameter for the Zone IV 'pumps, and.10" inside diameter for
the Zone'Ill.pumps.-
20
.
The line shafting shall be turned, ground, and
polished precision shafting of ample size to operate the pump
without distortion or vibration. The top shaft shall be
pealed in the discharge head with a mechanical type seal.
The 'shaft shall be.coupled with strong steel spacer
type couplings machined from solid bar steel. A non - corrosive
journal shall be placed on each shaft at the bearing point.
This non- corrosive journal shall consist of stainless steel or
Monel sleeve swagged into a shaft recess with the O.D.
substantially flush with the shaft O.D.
The column assembly shall have bronze guides fitted
into the pipe coupling and retained by the butted pipe ends.
Each guide shall contain a water - lubricated, Cutlass rubber
bearing designed for vertical turbine pump service.
E. Pump Assembly
The pump bowl shall be of close- grained cast iron
having a minimum tensile strength of 30,000 pounds per square
inch, free from blowholes, sandholes, and all other faults;
and shall be accurately machined and fitted to close
dimensions.
The impeller shaft shall Ise of stainless steel of
not less than 12% chrome. No.so- called rustless iron will be
considered. The impeller shaft shall be supported by a
combination of water - lubricated, fitted rubber and bronze
bearings.
- 21
",
f..
Impeller shall be of bronze, accurately machined and
finished, and mechanically balanced. -_It shall be securely
fastened to the impeller shaft with a tapered bushing.
bowl shall have an impeller seal ring to prevent
i
slippage of water between bowl and impeller. The impeller
shall be adjustable by means of a nut in the pump head.
F. Contractor Submittal
The Contractor'shall submit three sets of complete
dimensional prints, descriptive material, operating and
maintenance instructions, and replacement parts list.
G. Pump Manufacturers
All pumps,shall be manufactured by the same company.
The pumps shall be manufactured by Peerless, Johnson, Byron
Jackson, or Worthington.
16. PUMP CONTROLS
A. Zone III
1. Pump Starting
When the selector switches on the motor starters
are in the "automatic" position, the pumps shall be started
by a pump controller actuated by a pressure sensing element
connected to the discharge header. If the discharge header
pressure is 90 psi or less, Pump No. l.shall be started.
Pump No. 2 shall be. started if:the discharge pressure drops
to 87 psi. An adjustable ti!me.delay shall be provided to
prevent.Pump No. 2 from starting for a period of up to
i
-22
Al
one (1) minute after Pump No. l has been started. The pump
controller and pressure sensing element shall be contained
in a single cabinet on a pipe mount adjacent to the discharge
4eader. The pump controller shall operate the two pumps now
and have provision for operating 4 pumps in the future. The
set points on each pump control unit shall be adjustable.
The pressure sensing element shall be suitable
for a range of 0 -200 psi.
The pump controller and pressure sensing unit
shall be Bristol OG2G500G14R-.
2. Pump Shutoff
When the selector switches on the motor starters
are in the "automatic" positions,.Pump No. 1 will continue to
run until the selector switch is turned to the "off" position.
Pump No. 2 will be shut off by' a pump controller activated by
a pressure sensing element connected to the pump outlet
upstream of the pressure reducing and check valve. When.this
pressure rises to approximately 250 psi, the controller shall
activate alrelay.and'shut Pump No. :2 off. A time delay shall
be provided to prevent the pump from being started for
approximately one minute.
The controller and sensing unit shall be mounted
on a pipe support adjacent to the pump discharge piping. The
controller and sensing element shall be a single unit with a
variable setting of 0 -400 psi. The pressure element shall be
- 23
-
r
C
phosphor bronze. The indicating scale shall be 0 -400 psi.
The pressure sensing connection will be 1/4" NPT. The
controller shall be Bristol Model 87.
B. Zone IV
When the selector switches on the motor starters
f
are in the; "automatic" position, the pumps shall be started
by the pump controller actuated by.a telemetered signal from
a water level indicator located at the Zone IV reservoir.
The pump controller shall be panel mounted in the control
building. The water level indicator and the telemetered
connections are not part of this contract and will be made
at a later date by others.
:The pump controller shall operate the two pumps now,
and shall have provision for operating three electric motor.
c
driven pumps and one engine driven pump in the future. On a
falling water level, the controller shall turn on one pump
at a time at predetermined levels and keep them on until the
reservoir is filled. A manual transfer shall be incorporated
in the controller or provided separately to permit the
sequencing of the pumps to be alternated..
The pump controller unit shall record the.reservoir
levels. The scale on the recording chart shall have a range
of 0 -30 feet. Each pump control unit shall have an adjuittable
setting to;permit the on and off set points to be changed.
The pump controller unit shall be Bristol Model IMIM500G14R,
-24-
r F
In the event of a failure in the telemetering
system and 'a predetermined high pressure occurring in the
pumping station discharge header, a pressure input pump
controller shall actuate a relay and shut all pumps off.
The controllet shall be located adjacent to the discharge .
header and mounted on a 2" pipe as indicated. If the
pressure in the discharge header falls to a predetermined
minimum, the pumps shall be allowed to start again. An
adjustable time delay shall be provided to keep the pumps
from starting for up to 2 minutes after they have been shut
off. The pump controller shall.have an adjustable range to
permit the on and off pump setting to be varied between
100 -300 psi. The pump controller shall be Bristol Model
OG2G500G11R.
17. FLOWMETER
The flowmeter shall be a propeller type meter with a
,cast iron flanged full bore tube. The meter shall be
designed for a working pressure of 250 psi'. The flanges
shall be Class 250 drilled and dimensioned in accordance
with ANSI B 16.2. The propeller shall be polythene,.and the
internal mechanism stainless steel. The propeller rotation
shall be transmitted through a magnetic drive.. The meter
shall be furnished with an indicating head. The meter shall
be Sparling Model 905.
The flowmeter indicator- totali *er- recordtr shall be
suitable for mounting in the panel in the Control Building.
The recorder shall operate on 110/120 volt 60 cycle A.C.
power supply, have a seven- day.strip. chart, and a maximum '
scale of 3000 gpm. The instrument shall be Sparling Type
219 CF -328.
18. PRESSURE GAUGE
The pressure gauge to be mounted on the discharge line
1 from the No. 1 pump of the Zone III Pumping Station shall have
a 6" dial, a pressure range of 0 -500 psi,.1/4" male NPT
bottom connection; phenol case. The gauge shall be Bristol
Type 410.
19. ASPHALTIC CONCRETE PAVEMENT
Asphaltic concrete shall:be furnished and placed in
accordance with the requirements of the Standard Specifications.
Asphaltic concrete shall be Type III -C2 -85 -100. The.compacted
j thickness of asphaltic concrete used to replace existing paving
! shall match the existing thicknessibut not be less than 2h
inches. Prior to placing asphaltic concrete, the aggregate'
base shall be primed as specified in Section 302 -5.2 of the
Standard Specifications.
20. AGGREGATE BASE
Aggregate base shall be furnished and placed in accordance
• with the requirements of the Standard Specifications. The
aggregate base shall consist of .processed natural material;
gradation B. The compacted thickness of aggregate base used.
26 _
i
to replace existing base shall match the existing but not be
less than 4 inches.
21. MANHOLES
Manhole frames, covers, and vertical sections shall
comply with the standard drawing indicated. The flat top i
sections shall be Associated Concrete Products, Inc. Drawing
No. Ft -105 with 24 -inch opening.
22. TESTING
8
0
All piping systems shall be tested in accordance with
the requirements of Section 306 - 2.3.10.1 of the Standard
Specifications. The joints of all underground piping for
the pumping stations shall be exposed during the test and
all visible leakage shall be stopped. The test pressures to
be used for the various piping systems are as follows:
(1) Zone III Pumping'Staiion Discharge Header,
27 -inch Zone III Transmission Main and
Zone IV Pumping Station Suction Header -- ----- 225 psi
(2) Zone III Pumping Station Suction Header - - - - -- 150.psi
(3) Zone IV Pumping Station Discharge Header - - - -- 275 ;psi
(4) Zone III Pump Discharge Lines Between
Pump and Pressure Control Valves ------- - - - - -- Pump
Shut -off
Head
(5) All Portions of Pipeline System Not
Included in Above -------------=-------- - - - - -- 225 psi
Water for the tests will be fur i nished by the City. The
test for (4) above-shall be performed with the pumps operating
and the pump control valves closed. The test shall continue
for ten minutes.
- 27
23. DISINFECTION
Interior of all pipelines, pumps, valves, and _fittings
shall be disinfected in accordance with Section 306 - 2.3.10.2
of the Standard Specifications.
24. PUMPING STATION TESTS
When the pumping stations have been completed and are '
approved for operation by the Engineer, they shall be tested
under actual operating conditions. During the tests all control
settings shall be adjusted as directed by the-Engineer. Water
for the tests will be furnished by the City.
25. ELECTRICAL
The work covered by this section consists.of furnishing all
labor, materials, equipment and performing all operations required
for complete and operable electrical systems as indicated on the
drawings and /or as specified herein. Miscellaneous appurtenances
are not necessarily specified or shown on the plans.
A. Materials
Materials shall be new, shall be listed and approved by
Underwriters'Laboratories, and shall bear the Inspection Label
where subject to such approval. Materials shall meet with the
approval of the Division of Industrial Safety, State of California
and all governing bodies having juri� diction. All similar materials
shall be of the same manufacture. If ordered by the Engineer, the
Contractor shall submit for review sample articles of the material
proposed for use. After review, said sample articles will be
returned to the Contractor.
i
28 -
All structural and miscellaneous steel used in
connection with electrical work,and located out -of -doors or
in damp locations shall be hot dip galvanized unless otherwise
i
specified. Included are underground pullbox covers and similar .
electrical items. Galvanizing shall average 2.0 ounce per
sq. ft. and shall conform to ASTM A123.
Exposed parts of electrical equipment and the interior
of panels, cabinets and switchboards shall be thoroughly
cleaned of dirt, cement, plaster, and other materials. All
scratched or damaged materials shall be replaced or-refinished
to the satisfaction of the Engineer.
B. Conduit and Fittings
1. Rigid conduit shall be rigid steel and shall have
U.L. Label, zinc coated exterior with zinc or enamel interior.
Fittings for rigid conduit shall be threaded steel or malleable
iron, zinc coated. Conduit and fittings shall be subject to
approval by the Engineer.
2. Electrical metallic tubing shall be steel and
shall have U.L. Label, zinc coated exterior with zinc or
enamel interior. Fittings for EMT shall be steel or malleable
iron, insulated, gland ring compression type. Conduit and
fittings shall be subject to approval by the Engineer.
3. Flexible metallic conduit shall have U.L. Label
and zinc coated exterior and interior. Fittings for flexible
conduit shall be "JAKE" Type ",BC". Setscrew connectors are
not approved. Liquid -tight flexible conduit shall be Sealtite
29 -
Type U.A. with Appleton Series "ST" or Pyle- National Series
"CT" connectors.. Conduit and fittings shall be subject to
approval by the Engineer.
4. Non - metallic conduit shall be PVC Schedule 40
conduit conforming to NEMA Standard TC -2 and shall be U.L.
listed. Fittings shall be the product of the conduit manu-
facturer.
5. Non - metallic duct shall be PVC Schedule A
conduit for concrete encasement conforming to NEMA Standard
TC -2 and shall be U.L. listed. Fittings shall be the product
of the conduit manufacturer.
6, Asbestos - cement duct shall be Type I Transite
Korduct for concrete encasement and fittings as manufactured
by Johns- Manville.
i
C. Junction Boxes
Junction boxes used in exposed work shall be cast
metal with threaded cast hubs.
D. Pullboxes
Weatherproof pullboxes shall be fabricated of cast
iron, hot - dipped galvanized, and provided with gasketed plain
cast iron cover secured to the box with brass screws. Bosses
shall be provided to insure five full conduit threads.
Surface mounted boxes shall have flat flanged cover mounting.
Flush mounted boxes shall have inside flanged recessed cover
mounting for 3" concrete encasement if installed in the earth.
- 30
Concrete pullboxes shall be furnished complete with
pull -in irons, traffic cover with frame and necessary
galvanized, cable racks with porcelain blocks. The pullbox
shall have an 8" sump hole through the bottom. Construction
shall be equal to prefabricated pullboxes as manufactured by
Quickset or Brooks Products. Submit shop drawings for approval.
Refer to drawings for size.
Pullboxes for system neutral grounds shall be Quickset
No. E -16..
E. Wire and Cable
1. 600 Volt Conductors
Conductors shall'be copper, #12 AWG minimum, with
600 volt insulation. Conductors #10AWG and smaller shall be
solid. Conductors #8AWG and larger shall be stranded..
Insulation shall be as follows:
'a. Branch circuit conductors #8 and smaller in
dry, cool (860F) locations.- Type TW.
b. Branch circuit conductors #6 AWG and #4 AWG
in dry, cool (86 0 F) locations - Type THW.
C. Branch circuit conductors #4 AWG and smaller
installed exteripr to buildings, below grade, in wet or warm
(above 860F) locations - Type,THW.
Branch circuit conductors #2 AWG and larger
in any location — Type USE- RHH /RHW cross linked polyethylene,
IPCEA Specification S -66 -524, NEMA,WC7.
31 -
d. Feeder conductors in any location - Type USE =RHH
/RHW cross linked polyethylene,.IPCEA Specification.S -66 -524,
NEMA WC7.
e. Conductors #8 AWG, and smaller shall be color
coded with colored insulation. Conductors #6 AWG.and larger
shall be black with Scotch #35 colored tape applied at.each
termination and on straight through runs in junction boxes or
pullboxes.: Color coding shall be.as followal
Phase A - Black
Phase B - Red
Phase C - Blue
Neutral - 120 /240 andi120 /208 V systems - White_
Neutral - 277/480 V systems - Natural grey
Ground - Green
Travelers - grown, Orange, Purple
f. Phase rotation shall be consistent throughout
' the system. I
F. Main Switchboard and Motor Control Center
a. The switchboard and motor control center shall
i
consist of totally enclosed dead - front, free standing assemblies
bolted together to form one structure and enclosed in a weather
proof housing for outdoor installation. Unit compartments shall
i be mounted back -to -back.
I
b. The design shall,be in accordance with latest
applicable NEMA Standards.for Clasa II, Type .B Control Centers
-
32 _ i
and shall have been tested in a recognized high power.
laboratory to prove adequate mechanical and electrical
Capabilities. All major components shall have been manu-
factured and individually design tested and guaranteed by
the control center manufacturer.
c. The structure..shall include heaters with thermo-
static switching and interior lights and receptacles. A line
to ground fault indicator shall be provided in the structure
with contacts for 120 Volt wiring to remote indicator lights
in the control building panel annunciators.
d. Full length bus bars shall be provided. The
horizontal bus shall be rated not less than 600 amperes. The
vertical
buses shall be
rated
not less
than
300 amperes.
Both
vertical
and horizontal
buses
shall be
held
rigidly within
the
structure by bus supports which are moisture resistant, non-
carbonizing, non - tracking and have .vertical creepage surfaces
to prevent faults due to build -up of..conductive dust. The
bus assemblies shall be braced to withstand bolted fault
conditions of not less than the RMS symmetrical amperes shown
on the plans.
e. Compartments for mounting control units shall ;
• be incremented to allow a maximum of six starter units to.be
mounted in one vertical assembly. A.vertical wireway contain -
ing cable supports shall be adjacent to each vertical unit ,
i -'33
t'
i
i
i
compartment and shall be covered by its own door.
f. Motor starters shall be electrically operated,
electrically held ", three pole assemblies with arc extinguishing
characteristics and silver -to- silver renewable contacts. .
Starters shall have provisions for. adding.a minimum of.four
electrical interlocks. The overload relay assembly shall be .
of the thermal bi- metallic type and shall be three pole. -All
'starters shall be of the draw -out type.
g. Circuit breakers shall be ambient compensated
molded case type rated as shown on the plans. Each circuit,
breaker shall have a thermal magnetic trip unit for each pole.
Source short circuit currents are shown on the plans. The
manufacturer shall provide circuit breakers with properly
coordinated characteristics to interrupt the short circuit
currents and to protect the bussing;or starters associated
with the breaker.
h. Unit draw -out motor starter assemblies shall
contain the circuit breaker,, starter, control components and
terminal blocks. Height shall be of modular dimensions.
i. The main circuit breaker shall be a fixed
position, manually operated, systems type providing coordin-
ation between the breakers and other devices in the switch-
- board. The circuit breaker shall be equipped with static trips
j. The switchboard.and motor control center shall
be 'manufactured by General Electric, Westinghouse, I.T.E.,
Cutler- Hammer or Square 'D'
G. Nameplates
1. Provide black -on -white bakelite nameplates for
each 120/208/240 Volt, switchboard, distribution board,
lighting panel, power panel, motor control center, terminal
cabinet and individual circuit breaker disconnect switch,
starter or control device, indicating equipment controlled.
2. Provide a red -on -white bakelite nameplate for
the same equipment operated on 480 Volts.
3. Nameplates to be fastened with screws or rivets.
H. Lighting Fixtures
All fixtures of similar type shall be of the same
manufacturer. All mercury vapor fixtures shall be furnished
with high power factor ballasts, C.B.M. approved, constant
wattage type.
I., Lamps
All lamps shall be General Electric, Westinghouse,-
or Sylvania. Type of lamp and wattage as. shown on fixture
schedule, on drawings, or as required by the specified
fixture. Incandescent lamps shall be 130 volt. .
J. Ground Rods
Ground.rods shall be sectional type driven rods of
copper- encased steel, 3/4" diameter by 8 ft.'long, with
i
copper alloy clamps brazed to upper end of rod.
K. Execution
1. .Dimensions.
All scaled and figured dimensions are
approximate and are given for estimating purposes only.
Before proceeding with the work, the Contractor shall carefully
check and verify all dimensions and sizes and shall assume all
responsibility for the fitting of hip materials and equipment
to other parts of the equipment and to the structure. Where
apparatus and equipment, particularly switchboards and
transformers, has been indicated on the drawings, dimensions
have been taken from typical equipment of the class indicated.
The.Contractor shall carefully check the drawings to see that
the equipment he contemplates installing will fit into the
spaces provided.
Z. Codes
All work and materials shall be in accordance
with the City of Newport Beach Electrical Code which is the
1968 National Electric Code. Nothing in the plans or
specifications shall be deemed as permission to violate this
code, and the Contractor shall be held responsible for any
work which is not accepted. Violations shown on the plans
are to be brought to the Engineer's attention before work
is done.
- 36 -
i„ .
3. Temporary Electrical Service
Temporary services for construction purposes
are the responsbility of-the Contractor.
4. Permanent Electrical Services
Electrical power and telephone services and
metering facilities shall conform to the serving utility
companies and shall meet with the approval of local and
state inspecting authorities. Verify the location of
service pole and the serving utility company requirements,
and include all construction costs in the bid. Apply for
services in the name of the Owner and pay all service and
cable charges.
5. Continuous Electrical Services
Maintain continuous electrical services to
existing buildings, or portions of buildings, occupied by the
Owner during execution of this Contract. Temporary shutdown
of any existing electrical equipment shall be made only for
a short interval and only with previous authorization from the
Owner. Service to the existing Control Building may be
interrupted for a maximum of 3 days when the overhead service
is replaced. Seven days advance written notice shall be given
to the Engineer prior to interrupting electrical service..
6. Installation of Materials and Equipment
Installation of materials and equipment shall
be in strict accordance with Manufacturer's recommendations,.
- 37 -
ij
t
s
instructions, industry standards, as indicated on the drawings
and as specified herein.:
Provide all mounting facilities for securing or
hanging fixtures, equipment and outlets to the satisfaction of
the Engineer. Details shown on the plans are for the purpose
of establishing the extent and general methods required.
Provide all sleeves, inserts,,expansion joints, vibration
fittings, etc.
Provide storage facilities and protect all work,
materials and equipment from damage during progress of work.
Materials and equipment shall not be..stored exposed,to the
weather. Replace all damaged or defective work,.materials
-and equipment without additional cost to the Owner.
Provide trenching, concrete encasement of duct
and conduit, back - filling and compaction for the underground
electrical system, all in accordance with applicable sections
of this specification.
Do all cutting and patching of the construction
work, existing walks, pavements, and buildings required for
the proper installation of electrical work. All patching
shall be of same material; workmanship and finish as existing
and shall match surrounding work to the satisfaction of the
Engineer.
i
L. Conduit Installations
14 Rigid Steel Conduit
Rigid steel conduit shall be used for service or'
feeder conduits above grade within a building and where exposed
on building exterior. Conduits installed exposed to the
weather shall have threads filled with red lead and oil before
screwing into couplings and threaded fittings. Rigid conduit
shall be terminated with insulated bushings similar to O.Z.
Insulated Type "B" or insulated grounding Type "BL ".
2. EMT
EMT shall be used only for interior sound, signal
and branch circuit runs.
3. Run exposed conduits at right angles or parallel
to structural members, walls, floor and ceiling. Conduits
shall be securely fastened in place. Conduits 1" and smaller
may be secured with one hole malleable iron straps. Conduits
14" and larger shall be secured with conduit hangers or two
hole galvanized straps. Suspended conduits shall be supported
with conduit hangers and h" hanger rod. Multiple conduit runs
of four or more conduits, 14" and larger, shall be rack
mounted or suspended on trapeze dangers with 3/8" rods. Racks
and trapeze hangers shall be formed steel channels similar to
Unistrut.
Provide junction or pullboxes where-, required for
pulling conductors due to excessive numbers of bends or length
-. 39
i
of conduit runs.
All unused conduit openings shall be plugged or
capped. Caulking compound or wooden plugs shall not be used.'
4. Flexible Conduit
Flexible conduit shall be used where indicated
on the drawings. Sealtite flexible conduit shall be used for
all final connections to motors and in wet, damp or outdoor
areas where drawings indicate the use of flexible conduit.
Conduit terminations at.all motors shall be terminated with a
length of flexible conduit equal to twelve times the conduit
diameter.
5. Non - Metallic Conduit
Non - metallic conduit shall be used for all
underground installations. All non - metallic conduit shall
have a three -inch minimum concrete encasement of concrete.
A bare copper ground wire shall be installed in all non ".
metallic conduit runs and connected to equipment ground pads
and conduit bushings at each end. Ground wire shall be
code sized unless otherwise indicated on the plans. Bury
underground . conduit including that under buildings to a
depth of not less than 24- inches below finished grade.
Minimum depths are to top of concrete envelope. Where more
. than two conduits are installed intone common concrete
envelope, conduits shall be supported and separated by
approved plastic conduit spacers. ;Joints shall be equally
40.-
1
staggered a minimum of 2 feet on centers.
M. Pullboxes
1. Pullboxes shall be installed where shown on the
drawings or where required for construction or by code and
i
shall be sized as required by code unless otherwise indicated
on the plans. All locations shall be approved by the Engineer.
2. General purpose sheet steel pullboxes shall be
installed in dry interior locations only.
3. Cast metal pullboxes shall be installed in
exterior locations where boxes are subject to mechanical
injury but shall not be installed in, pavement subject to
vehicular traffic. Flush mounted boxes shall be installed
with V minimum concrete encasement.
N. Wire and Cable
1. Znstallation�of 600 Volt Conductors
a. Deliver all conductors to the job site in
their original unbroken carton or reel,'tagged with U.L.
label, size, insulation type and manufacturer.
.b. Conductors shall be continuous between
outlets, junction boxes or terminations. No splices shall
be made in branch circuits except in outlet boxes or
junction boxes. Feeders shall be installed continuous
without splices except where specifically noted on the plans
or with the express approval of the Engineer.
c. All.joints, splices and taps in conductors
_:41
a t
#10 AWG and smaller shall be made with Scotchl.ock spring,
or tap connectors. Conductors #8 AWG and larger shall be
connected with solderless connectors and taped. Splices in
gross- linked polyethylene insulated conductors or in pull
boxes below grade shall be made with Scotchcast 82A /B
series resin splicing kits.and Scotchlock sealing packs.
Vinyl tape shall be Scotch No. 33 +.
d: Use a manufactured cable lubricant when
pulling conductors. Conductors shall not come in contact
with the earth or be laid out on paving or concrete slabs
while being stalled.
e. Train conductors neatly in panels, cabinets
and equipment and fasten with Scotchflex No. 760 nylon cable
ties. Prior to final inspection all pressure type lugs on
panels and equipment shall be.retightened. All branch
circuit conductors shall be tagged in panelboards, gutters,
junction boxes and where unused circuits terminate. All
conductors leaving switchboards or motor control centers shall
be tagged.: The method of tagging $hall be with adhesive type
markers, Brady or equal.
f. A 3/16" polypropylene pull line shall be
installed in all empty conduits.including those for signal
and telephone systems.
26. PAINTING
A. General
All exterior above ground metal surfaces except street
light mast arms shall be painted as specified in Section 310 of
the Standard Specifications except as modified herein.
B. Painting Schedule.
1. All metal surfaces except motors, interior
electrical panels, controller cabinets and galvanized surfaces.
Surface Preparation: white metal blast cleaning.
Paint Material: 2 prime coats and 1 finish
coat,.
Dry Film Thickness: Prime Coat; 2 -3 mils each
coat.
Finish Coat;1 -2 mils
Total: 6 -8 mils
t:
2. Motors and Controller Cabinets
Surface Preparation: Hand and solvent cleaning.
Paint Material: 1 intermediate prime coat
and 1 finish coat.
Dry Film Thickness: Prime Coat; 2 -3 mils
Finish Coat ;1-2 mils
Totale 3 -5 mils
3. Galvanized Surfaces
Surface Preparation: Commercial blast cleaning.
Paint Material: 1.coat galvanized prime,
1 coat intermediate prime,
1 finish coat.
-.43
;h
� _ t
Dry Film Thickness:. 1st prime; 1 -2 mils
Intermediate
Prime; 1 -2 mils
Finish coat;. 1 -2 mils
Total: 4 -6 mils
C. Materials
All paint materials shall be as manufactured by
Rust -Oleum Corporation. The paint material shall be as follows:
Prime Coats, except galvanized surfaces:
lst coat 1069
Intermediate coat. 1060
Prime Coats, galvanized surfaces:
1st coat" 3268 red
Intermediate coat 3286 grey
Finish Coat: 1030 green aluminum
D. Thinning
Paint may be thinned in accordance with the paint
manufacturer's recommendations.
E. Application
Paints shall be applied by brush or spray methods.
All prime coats and finish coats shall be applied after erection
except surfaces which will be inaccessible after erection.
Sand blasted surfaces shall be coated with the first prime coat
on the same day that they are blasted, and shall not_be allowed
-to remain unpainted overnight.
- 44 -
EDWARD K. GRANTr JR.
312 EAST W,k1!ON AVENUE
:
GLENDALE, CALIFORNIA IF ORNIA 91208 '
O17RW 6.1177
November 17, 1373..
Joe Mulleanuxx dba
Triad Piping and Construction Co.
1%32 South Broadway
Gardena, California
Dear Sir:
In accordance with your request, I submit herewith the following ficamial
statements for your proprietership:
Exhibit "V - Belance Sheet, September 30, 1971
Exhibit "B" - Income Statement For the Six Months
Ending September 309 1971
The accompanying balance sheet of Triad Piping and Constr¢cstios Co. as of
September 30, 1971 and the related statement of income and retained earnings for
the six months then ended were not audited by as and acoordingly I do not express
an opinion on them.
Resgeatfa3ly,
Edward K. Grant, Jr.
aim�19JAWJVI
44
ASSETS
CUP,RKRT ASSETS:
Cash in Banks
Accounts Receivable
Prepaid Insurance
TOTAL CURRENT A83=
FIXED ASSETS:
Accaftilatod, . Not
Cost Deproeiatio Bock Y
Equipment s i39512,Q i 4�&%.75 s 8104.5,66
Trucks 6*742-t .5,248. JjWo
TOTALS 3 4jQ&.$ �10,M.75
TOTAL ASSETS
CUMPRff LIABILITIES:
Accounts Payable
Accrued Union Welfare Fuxft
.Accrued Payroll Taxes
'!OPAL LIAH1LITIES
NET WORTH:
Original Investment
Addi Not Profit For the Six Months Ended
September 301, 1971-Exbibit "B"
TOTAL NET WORTH
TOTAL LIA31LITIRS AND NET WORTH
s 99%6.40
(Prepared without audit)
3.,on-Al
Exhibit "A"
S 479389• 73
S 99111051
p.
,: „
con or :. W a ON: ..m. , i rM
Sub-Contracts
t
S=31 Tools & Supplies
Equipment Rental
Union. Welfare ruaft
Payroll Taxes
Bond Expenme
TMAL OM OF CMSVMCN&J
GROSS PROFIT
GENERAL AND ADMIN119MOM EXPENSESt
Auto & Truck Expense
Office Satppliea 4 mzpmm
Telephone
Travel, Promotion 6 utertain"Is
Rent
Legal. and Accounting
Depreciation
Insurance
(Prepared without audit)
6 2$,166.8
la4*79
164.00
� 1,O;6g2.10
.4�
2,118.6
mo/.o/.
80000
1*5n*80
33.350.6k
6 I:O,g15.36
('43.95
3.<Yf3..41
.4
0
EDWARD K. GRANT, JR.
etTf tud 5puct. C4.��
312 EAST WILSON AVENUE'
GLENDALE, CALIFORNIA 91206
3vl7 9. 1971
To
Jos and ftyllis )M emmx
18504 Mariposa
Gardena• California
Dear Mr. sad Mrs. MulleanauX:
CITwV9 6.1177
In accordance with your regueat# the following sinamoial aUtsom s►t is
submitted for yon:
Exhibit "A^ - Balance 92eet, Jane 309 1971
Thin statement was not audited by me and accordiagiy I do scat express an
opinion on it.
Iteapeetful3,y�
Advard K• Grant. Jr.
LIABILITIES &NET NORTH
LIABILITIES:
Mortgage Payable - Residence 17s •�
NET aoma
Joe & Phyllis Munfouluz, ,Tans 30, 1971 39 .309 *00
20M 416 .00
(Prepared without audit)
z ...
Achibit "An
J0B
"* WLSS�? *
3t9.
AIIX
.i6ItE
19�,,,ti.
CEWENT ASSMI
Cash in BmAk
1 s400.8O'
Gash on Hand
� .,
T0TA% CtREW ASSETS
19s 00.00 .
FIXED ASSETS:
Residenee
359000.00
Real Estate
33,1+.L pD +dE1
TOTAL FIXED ASSETS
68,000.00
OTHER ASSETS:
Gash Surrender Value of Life Insura M
6 i sO00.0O
Household FurnishiW to .(Other Assets
$s6O0.00
Partnership Egnit7i
Covina Calif. Motel
9 6Cs0413.00
Tray Apt. Motel
566906.00
California Apt. Motel
77sS3�.o0
Park Covina Motel
42084810
California. Mobile Home
5,000.00
322ra06±
TOTAL OTHER ASSETS
329.197.00
TOTAL
416 Ott
LIABILITIES &NET NORTH
LIABILITIES:
Mortgage Payable - Residence 17s •�
NET aoma
Joe & Phyllis Munfouluz, ,Tans 30, 1971 39 .309 *00
20M 416 .00
(Prepared without audit)
c
Er
s
0
i
1
m 0 —i
.
n z:�
1;0 F,
mD
m n
z n
N Z
mo--ir
- c—
Diz�c�
m
mm.w■
C
�o
1
r.
\l
�R
IgNII111Y1Y111
Rill
111111111111111111111
�11IIA11111
�I�I�ii
i
nu
i
m 0 —i
.
n z:�
1;0 F,
mD
m n
z n
N Z
mo--ir
- c—
Diz�c�
m
C
�o
1
r.
\l
L�
N
C
3
3
D
.Z7
—C
s 1
CA
x
m
1
0
i
mI
rn n 1
zo-
c�z1
z >rn
rn n
N z
wo it
to
—o
_mIA a
lqW
N
C
3
3
n
e
i
i. CONTRACT NO. 1350
t
Triad will call back
CONTRACT DOCUMENTS
FOR
PUMPING STATION ZONES III AND IV
PRESSURE REDUCING STATION
AT
BIG CANYON RESERVOIR
.Approved by the City Council on this
12th Day of October, 1971
Laura Lagios, E;Ity
SUBMITTED BY:
TRIAD PIPING & CONAT_ CO_
Contractor
d ress
City Zip o e
324 -4941
Phone
Tot�q 060. =
Bid'Price
i
r 4
CITY.OF NEWPORT BEACH
PUMPING STATION ZONES.III AND IV
PRESSURE REDUCING STATION
AT
BIG CANYON- RESERVOIR
CONTRACT NO. 1350
PROPOSAL
To the Honorable City Council
City of Newport Beach
3300 West Newport Boulevard
Newport Beach, California 92660
Gentlemen:
PR 1 of 1
The undersigned declares that he has carefully examined the location of the work, has
read the Notice Inviting Bids; has examined the Plans and Special Provisions, and
hereby proposes to furnish all materials and do all the work required to complete
Contract No. C -1350 in accordance with the Plans and Specifications, and will take in
full payment therefor the 'following unit price for the work, complete. in place, to wit:
ITEM QUANTITY
ITEM DESCRIPTION
PRICE
1. Lump Sum Construct Zone III and Zone IV Pumping
Stations, pressure reducing station, 27 -inch
transmission main, and other incidental
items of work.
@ Z2�, (F7o, °Q Dollars
and
Cents $? ? 4�e�o W
Lump 'Sum
TOTAL PRICE WRITTEN IN WORDS:
%u>v �/d1r02��.� 7u/dti7'S/ T-Ou/2IWOVs54'Y i Dollars
and
Cents
• � 11•j�
CONTRACTOR'S LICENSE NO. 9701 ()q
Blnd Ar s ame
f I � -A-, aa,, -'r /
A horized Signature)
TELEPHONE NUMBER 213 - 324 -4941
CONTRACTOR'S ADDRESS 1SA79 Sn ArnaAva� A ^na CalliF_ gn9AR
'ten .. .'__ 3 �::^�. , .:. :�- .�s�.s ._ � }: � .. m �.rr� -." � - .-.�_' -: .,� �et'4� �✓'��Giv�ml_+`�r. ova' _..... _.+.,�......_
a� 3rd
F
Page 2
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 works 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 under-
signed in making up this bid.
The undersigned agrees that in case of default in executing the required contract
with necessary bonds,within ten (10) days, not including Saturday, Sunday and Federal
Holidays, after having received notice that the contract is ready for signature, the
proceeds of check or bond accompanying 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. ).70109 Classification A
Accompanying this proposal is
Cash, Certified Check, Cashier's Check or Bond
in an amount not less than 10 percent of the total bid price.
The undersigned is aware of the provisions of Section 3100 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.
213- 324 -4941 T�iwT Did ing :c rnnni -_ rn_
Phone Number :Bidders Name
(SEAL)
0 7 ! L(7F y/if t�Y��. ice. d/
ate Aut(3brized Signature
Authorized Signature
I ., '-'I jual
Type of Organization
(Individual, Corporation, or Co- Partnership)
List below names of President, Secretary, Treasurer and Manager if a corporation,
and names of all co- partners if a co- partnership:
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 bid, 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
1. Baintina Superior Coatings #,,,, Bubank. Wilmington
2• a ng MQAmis Contracting Eo, 15832 So. Broadway,_Ga:
3... Minitiney Johnson- Western Gardena
4.1 115c n2 /A1- Q A N 0111 ► 1 r N'-7 11-cP.7-4;g1'
5.
6.
7.
9.
10.
11.
12..
Authorized Signature
I d' 'du
ype o f Organization
(Individual, Co- partnership or Corp)
L -j •
Page 4
BIDDER'S BOND TO ACCOMPANY PROPOSAL N396 46 68
KNOW ALL MEN BY THESE PRESENTS,
That we, TRIAD PIPING & CONSTRUCTION CO. as Principal,
and HARTFORD ACCIDENT & INDEMNITY CO_ , as Surety, are held
and firmly bound unto the City of Newport Beach, California, in the sum of TEN PERCENT (10%
OF THE AMOUNT OF THE PROPOSAL 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
PUMPING STATION ZONES III AND IV, PRESSURE REDUCING STATION AT BIG CANYON RFsFRvnrR
in the 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 (10) days (not including Saturday, Sunday and Federal Holidays) 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 be and 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 9th day of
November 19 71 .
a
Corporate Seal (If Corporation) TRIAD P
rincipa
(Attach acknowledgement of
Attorney -in -Fact
X
Title
v&
,.\
(}
■
}
1 E\) #
7
■ !z
\ ;\g >k
F
im
(
\
/
rb
E-
TD
ID
TD
/
ICD
)
\ \
\ �
r a
; r
r ®
{\
` �
I
\
-
;ao
*
\ } \(\
}
ƒ
\\
\
\\
\\
\ {((\
F
im
(
\
/
rb
E-
TD
ID
TD
/
ICD
)
\ \
\ �
r a
; r
r ®
Page 5
NON- COLLUSION AFFIDAVIT
The bidders, by its officers and agents or representatives present at the time of
filing this bid, being duly sworn on their oaths say, that neither they nor any
of them, have in any way, directly or indirectly, entered into any 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 money, or has given or is to give to such
other bidder or public officer anything of value whatever, or such affiant or
affiants or either of them has not directly or indirectly, entered into any 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
attached bids; that no bid has been accepted from any subcontractor or materialman
through any bid depository, the Bylaws, Rules or Regulations of which prohibit or
prevent the contractor from considering any bid from any subcontractor or material -
man which is not processed through said bid depository, or which prevent any
'subcontractor 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
whomesoever to pay, deliver to, or share with any other person in any way or manner,
any of the proceeds of the contracts sought by this bid.
Subscribed and sworn to before me by
this /O i day of �./,#I/
19
My commission expires:
�MITVZMIMOIF
OFFICIAL SEAL
m R. W1. BURR�LL
NOTARY ",13LIC CALIFORNIA
LOS Z; COUNTY
A1Y Commis -Tan Goims M:r. 31, 1975
Page 6
STATEMENT Of FINANCIAL RESPONSIBILITY
The undersigned submits herewith a statement of his.financial responsibility.
Liabilities---- - - - - -- $17,488.00
Assets --------------- $399,309.00
Will submit complete financial statement if awarded cohtnact.
signed
Page 7
TECHNICAL ABILITY AND EXPERIENCE REFERENCES
The undersigned submits herewith a statement of the work of similar character
to that proposed herein which he has performed and successfully completed.
Year
Completed For Whom Performed (Detail) Person to Contact Telephone No.
1971 Crown Development Co. Chuck Hoffman 714- 675 -6393
Booster Pump Station
T
_1971 Champlin Petroleum Co. Mr. Page 432 -6923
@ater Polution Control- Piving,pumps & reservoir
,1971 Texaco Inc. Pir, H, E, Kilzer 835-8261 Ex,414
.. ..
Jim
Montgomery
Rvi ter Pu= St-
Hacienda Heiahts :.. St-
1962 La Canada Water Dist. , via: ✓a +.�:�a. .,,
Mr. ,. .,
Booster
fnr :.
Stations
Signed ,
0
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
PUMPIdG STATION ZONES III AND IV
PRESSURE REDUCING STATION
AT
BIG CANYON RESERVOIR
CONTRACT NO. 1350
ADDENDUM NO. 2
MAKE THE FOLLOWING REVISIONS TO THE SPECIAL.PROVISIONS:
ADDENDUM NO. 1
0
November 3, 1971
J
In the first line, following the.work "pipe ", insert "with a.'diameter of 14 inches
or larger ".
SECTION 13. PIPING MATERIALS
A. General
Add the following.paragraph:
"Mitered elbows may be substituted for the smooth-elbows-shown on the
plans. 90- degree elbows shall be 4 -piece long radius elbows in
accordance with AWWA D -208. Elbows in excess of 90 degrees shall
be fabricated to the same radius as a 4 =piece long = radios elbow with
the central angle of each piece not to exceed 221-, degrees."
SECTION 13. PIPING MATERIALS
H. Victaulic Couplings
In the first line, delete "Styte=>7" and replace with "Style 44 ".
PLEASE SHOW DATE OF RECEIPT OF THIS.ADDENDUM.ON'THE PROPOSAL OR INSERT'A COPY WITH YOUR
PROPOSAL.
az;1,0� / J�a
Benjamin B. Nolan
Assistant Public Works Director
WBD /bg CONTRACTOR: n na & Const Co.
Authorized Signature:
Date Received: jill 1971
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
PUMPING STATION ZONES III AND IV
PRESSURE REDUCING STATION
AT
BIG CANYON RESERVOIR
CONTRACT NO. 13 §0
ADDENDUM NO. 1
ADD THE FOLLOWING TO THE SPECIAL PROVISIONS:
SECTION 13 PIPING MATERIALS
November 1, 1971
A. General
All steel pipe shall have a minimum net inside diameter, after_
application of the interior protective lining, equal to the
nominal diameter of the pipe specified on the plans or in the
Special Provisions, with a permissible tolerance of minus ( -)
1/4 inch.
PLEASE SHOW DATE OF RECEIPT OF THIS ADDENDUM ON THE PROPOSAL OR INSERT A COPY
WITH YOUR PROPOSAL.
, 'z "
Benjamin B. Nolan
Assistant Public Works Director
WBD /Idg
N
Date Receive
A,Qporizea signature /