HomeMy WebLinkAboutC-1029 - Palisades Road, Campus Drive, pressure reducing stationMAIL TO:
LAURA LAGIOS, ACTING CITY CLERK
CITY OF NEWPORT BEACH
3300 W. NEWPORT BLVD.
NEWPORT BEACH, CALIF. 92660
•865 ;4"387
6255
NOTICE OF COMPLETION
PUBLIC WORKS
To All Laborers and Material Men and to Every Other Person Interested;
YOU WILL PLEASE TAKE NOTICE that on September 22, 1966
the Public Works project consisting of the construction of the Palis
- Campus Drive pressure reducing station (Contract No.
on which West and G.'ig2s , Inc .
was the contractor, and St, Paul Fire & Narine Insurance Co,
was the surety, was completed.
CITY OF NEWPORT BEACH
I, the undersigned, say:
I am the Public Works Director of the City of Newport Beach; the foregoing
Notice of Completion is true of my own knowledge.
I declare 7inder penalty of perjury that the foregoing is true and correct.
Executed on \ at Newport Beach, California.
VERIFICATION OF CI Y CL K
IF the undersigned, say:
Actin
I am the /City Clerk of the City of Newport Beach; the City Council of said
City on January 9, 1967 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 at Newport Beach, California.
RECORDED AT REQUEST OF
dir OF NFwpaw MEMM
IN OFFICIAL RECORDS OF
ORANGE COUNTY, CALIF.
9:05 AM JAN 12 1967
1. WLIL CARLYLE Cowdy RlCpft
FREE
I
i
6 'NN
v
4i v
o m li
JANUARY % 1967
TO: CITY COUNCIL
FROM: PUBLIC WORKS DIRECTOR
SUBJECT: ACCEPTANCE OF PALISADES ROAD - CAMPUS DRIVE PRESSURE REDUCING
STATION (CONTRACT NO. 1029)
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:
a, L3
THE CONTRACT FOR THE CONSTRUCTION OF THE PALISADES ROAD - CAMPUS
DRIVE PRESSURE REDUCING STATION HAS BEEN COMPLETED TO THE SATISFACTION OF THE
PUBLIC WORKS DEPARTMENT. THIS STATION WILL SUPPLY WATER SERVICE AT AN APPROPRIATE
PRESSURE FROM THE CITY'S WD CONNECTION TO THE COMMERCIAL - INDUSTRIAL AREAS
EASTERLY OF THE AIRPORT.
THE LUMP SUM PRICE BID WAS: $ 10,801.06
COST OF CHANGE ORDERS: 269.75
TOTAL CNTRACT COST: $ 11,070.75
AMOUNT BUDGETED IN ACCOUNT $50- 92974+5= $ 111500.00
THE CONTRACTOR IS WEST AND WIGGS, INC., OF LONG BEACH, CALIFORNIA.
ENGINEERING WAS PERFORMED BY JAMES M. MONTGOMERY, CONSULTING, ENGINEERS, INC.
THE ENGINEER'S FEE WAS PAID IN A PRIOR YEARS APPROPRIATION FOR THE PROJECT.
THE ORIGINAL DATE OF COMPLETION WAS JULY 23, 1966. ALL WORK WAS
SUBSTANTIALLY COMPLETED BY SEPTEMBER 22, 1966. THE START OF CONSTRUCTION WAS
DELAYED BY THE CITY BECAUSE ADDITIONAL SUBSURFACE INVESTIGATIONS DISCLOSED THE
NEED TO RELOCATE THE STATION SLIGHTLY AND TO MODIFY THE METHOD OF CONNECTION TO
THE EXISTING WATER LINES. WORK WAS COMPLETED WITHIN THE 60 DAYS ALLOWED FOR THE
PROJECT AFTER STARTING CONSTRUCTION.
EXTRA WORK COST WAS INCURRED BY THE NECESSITY TO RELOCATE THE STATION
AND MODIFY THE METHOD OF CONNECTION. A CLAIM WAS MADE BY THE CONTRACTOR, TO THE
PUBLIC WORKS DEPARTMENT,FOR TOTAL EXTRA WORK IN AMOUNT OF $1,011.88. AFTER
NEGOTIATION, THE CONTRACTOR REDUCED HIS CLAIM TO $6D6.15. IT IS THE OPINION
OF THE PUBLIC WORKS DEPARTMENT THAT $269.75 IS THE CORRECT AMOUNT DUE FOR THE
EXTRA WORK INVOLVED, AND THE CONTRACT IS BEING CLOSED OUT ON THAT BASIS. HOWEVER,
IT IS POSSIBLE THAT THE CONTRACTOR MAY MAKE A CLAIM AT A LATER DATE FOR THE BALANCE.
WE PH DEVLIIC WO KS DIRECTOR
KLP:IH
January 10, 1967
Mr. J. Wylie Carlyle
County Recorder -
P. 0. Box 238
Santa Ana, California
Dear Sir:
Attached for recordation is Notice of Completion for
the project consisting of the construction of the
Palisades Road - Campus Drive pressure reducing Station
(C -1029) by West and Wiggs, Inc.
lel
Encl.
Yours very truly,
Laura Ls ios
Acting City Clerk
City of Newport Beach
i
UM
L
THE ST. PAUL ^wu nRC penis lRF1RIIeC IItDVRA17\ C CAMT
INSURANCE `° ° ° " "° ST. PAUL MERCURY INSURANCE COM
•^ ~ -- `~- CERTIFICATE OF INSURANCE
This is to certify that the following policies, subject to the terms, conditions and exclusions have been issued by
this Company.
The Company will mail to the party to whom this Certificate is issued a record of any
cellation of said policy or policies ImDwkcxaa I giving ten
notice of said change or cancellation. t
NAME AND ADDRESS OF PARTY TO WHOM CERTIFICATE 1S ISSUED:
CITY OF NW MIT 9940 b
3390 111, 11"eirt Blvd,
Newport Beach, California
e
NAMEAND WEST AND WiGGS, INC.
ADDRESS OF 2425 Gundry Avenue
INSURED Long Beach, California 90806
change in or can -
ay_wr i tten
RECEr[r�p �
�r CIFRK
ACS i 1 1966 ►
MY OF
SERF BFeru
TYPE OF INSURANCE
EFFECTIVE
EXPIRATION
LIMITS OF LIABILITY
AND POLICY NO.
DATE
DATE
WORKMEN'S
COMPENSATION
STATUTORY — In
conformance with the Compenution Law of the State of:
No.
PUBLIC LIABILITY
BODILY INJURY
EACH
PERSON
EACH
ACCIDENT
AGGREGATE
PRODUCTS
Ne.004MA2114
8 -9 -66
8-9 -69
$100,000
$300,000
$300,000
PUBLIC LIABILITY
EACH
AGGREGATE
AGGREGATE
AGGREGATE
AGGREGATE
PROPERTY DAMAGE
ACCIDENT
OPERATIONS
PROTECTIVE
PRODUCTS
CONTRACTUAL
Ne.004MA2114
8 -9 -66
8 -9-69
$100,000
$100,000
$100,000
$100,000
$100,000
AUTOMOBILE
BODILY INJURY
EACH
PERSON
EACH
ACCIDENT
No.004MA2114
8 -9 -66
8-9 -69
$100,000
$300,000
AUTOMOBILE
EACH
PROPERTY DAMAGE
ACCIDENT
No.004MA2114
8 -9 -66
8 -9 -69
$100,000
BRELLA EXCESS
PROVIDING
EXCESS OVER THE ABOVE LIABILITY ANDPROPERTY
No. 566Y
" °• 66X07698
4 -22 -66
4 -22 -69
DAMAGE LIMITS TO $1,000 000.00
No.
No.
REMARKS: Contract No. 1079 - Construction of Palisades Road - Campus Drive Pressure
Roducias Station.
It is hereby understood and *grand that the policy to which this cortifioate refers my not be
ARNOLD 6 EATON eangelled or notarially ahaulado nor the amount of coverage thereof reduoNh
5109 Los Coyotes Diagonal nor the Policy allowed to lapse until ten (10) days after receipt
Long Beach, California 90815 by the City Clerk of the City of Nswport_Besch,, City Nall*
Phone: 433 -7435 Newport Baaehtt Califoralatt of a registered written notice of
such cancellation or reduction in -moors"
Dared, ... =' "-- .._ ...........................
IWM St". 1.0
By. .._. _`.... ..... __... __.._............
C. N...ARNOLD -�
A
C /TY CLEVA
CONTRACT NO. 1029
CITY OF NEWPORT BEACH
CONTRACT DOCUMENTS
FOR
THE PALISADES ROAD - CAMPUS DRIVE PRESSURE REDUCING STATION
APPROVED BY THE CITY COUNCIL ON THIS
11TH DAY OF APRIL, 1966.
CITY OF NEWPORT BEACH, CALIFORNIA
NOTICE OF INVITING BIDS
SEALED BIDS WILL BE RECEIVED AT THE OFFICE OF THE CITY CLERK, CITY HALL, NEWPORT
BEACH, C.Ah IFORNIA, UNTIL 10030 A.M., ON THE 3RD DAY OF MAY, 1966, AT WHICH TIME THEY
WILL BE PUBLICLY OPENED AND READ, FOR PERFORMING WORK AS FOLLOWS.
THE CONSTRUCTION
OF
THE PALISADES ROAD - CAMPUS DRIVE PRESSURE REDUCING STATION
(CONTRACT NO. 1029)
NO BID WILL BE RECEIVED UNLESS IT IS MADE ON A PROPOSAL FORM FURNISHED BY THE
PUBLIC WORKS DEPARTMENT. EACH BID MUST BE ACCOMPANIED BY CASH, CERTIFIED CHECK OR
BIDDER'S BOND MADE, PAYABLE TO THE CITY OF NEWPORT BEACH, FOR AN AMOUNT EQUA:, TO AT
LEAST 10 PERCENT OF THE AMOUNT BID.
THE DOCUMENTS INCLUDED WITHIN THE SEALED BIDS WHICH REQUIRE COMPLETION AND EXE "CU —
TION ARE THE FOLLOWING.
1. — PROPOSAL
2. PAGE � — DESIGNATION OF SUB — CONTRACTORS
3o PAGE — BIDDER'S BOND
}� PAGE 9 — NON—COLLUSION AFFIDAVIT
5• PAGE. 1C- CONTRACTOR'S FINANCIAL STATUS
ThE DOCUMENTS SHALL BE AFFIXED WITH THE APPROPRIATE AND CORRECT SIGNATURES AND SEALS OF
THE CORPORATION, PARTNERSHIF, JOINT VENTURE AND/OR INDIVIDUAL.
4N ACCORDANCE WITH THE PROVISIONS OF SECTION 1770 OF THE LABOR CODE, THE CIT'r
COUNCIL. OF THE CITY OF NEWPORT BEACH HAS ASCERTAINED THE GENERAL PREVAILING RATE OF PER
DIEM WAGES IN THE LOCALITY IN WHICH THE WORK IS TO BE PERFORMED FOR EACH CRAFT OR TYPE
OF WORKMAN OR MECHANIC NEEDED TO EXECUTE THE CONTRACT AND IS SET FORTH IN RESOLUTION NO.
6258° A COPY OF SAID RESOLUTION IS AVAILABLE IN THE OFFICE OF THE CITY CLERK IN THE CITY
OF NEWPORT BEACH.
ALL BIDS ARE TO BE COMPARED ON THE BASIS OF THE ENGINEER'S ESTIMATE: OF THE QUANTI-
TIES OF WORK TO BE DONE.
NO BBD WILL BE ACCEPTED FROM A CONTRACTOR WHO HAS NOT BEEN LICENSED IN ACCORDANCE
WITH THE PROVISIONS OF CHAPTER 9, DIVISION III OF BUSINESS AND PROFESSIONS' CODE-
PLANS AND SPECIFICATIONS, FORMS OF PROPOSALS, BONDS, AND CONTRACT MAY BE OBTAINED
AT THE PUBLIC WORKS DEPARTMENT, CITY HALL, NEWPORT BEACH, CALIFORNIA.
A NON— REFUNDABLE CHARGE OF $2.00 WILL BE REQUIRED FOR EACH SET OF STANDARD SPECI-
FICATIONS. A REFUNDABLE DEPOSIT OF $5.00 WILL BE REQUIRED FOR EACH SET OF PLANS, SPECIAi_
PROVISIONS, AND CONTRACT DOCUMENTS. NO REFUNDS WILL BE MADE LATER THAN 60 DAYS AFTER
AWARD OF BID.
THE CITY OF NEWPORT BEACH RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS AND TO
WAIVE ANY INFORMALITY IN SUCH BIDS.
CITY OF NEWPORT BEACH, CALIFORNIA
I
MARGERY SCHROUDER, CITY CLERK
✓1
•
PROPOSAL FOR CONTRACT NO. 1029
THE CONSTRUCTION OF THE PALISADES ROAD- CAMPUS DRIVE
PRESSURE REDUCING STATION
TO THE HONORABLE CITY COUNCIL
CITY OF NEWPORT BEACH
CALIFORNIA
THE UNDERSIGNED DECLARES THAT HE HAS CAREFULLY EXAMINED THE LOCATION OF THE PROPOSED
WORK AND HE HAS READ THE NOTICE INVITING BIDS, THAT HE HAS EXAMINED THE PLANS, CITY OF
NEWPORT BEACH DRAWINGS W- 5039 -51 DETAIL DRAWINGS W- 5032 =L, AND SPECIFICATIONS FOR THE
CONSTRUCTION OF PALISADES ROAD- CAMPUS DRIVE PRESSURE'REDUCING STATION, CONTRACT NO. 1029,
AND HEREBY PROPOSES TO FURNISH AND INSTALL ALL PIPES, VALVES, MISCELLANEOUS W,ATERIALS,
CONNECTIONS, STRUCTURES, AND APPURTENANCES REQUIRED TO COMPLETE THE WORK IN ACCORDANCE
WITH SAID PLANS, THE STANDARD SPECIFICATIONS OF THE CITY OF NEWPORT BEACH, THE SPECIAL
PROVISIONS, AND THAT HE WILL TAKE IN FULL PAYMENT THEREFOR, THE FOLLOWING UNIT PRICES
FOR EACH ITEM COMPLETE IN PLACE, TO WIT:
ITEM N0. ITEM DESCRIPTION AND PRICE WRITTEN IN WORDS
LUMP SUM ITEM
I. CONSTRUCTION OF PRESSURE REDUCING STATION
INCLUDING ALL PIPING, VALVES, FITTINGS,
SUPPORTS, STRUCTURES AND APPURTENANCES FOR
THE LUMP SUM PRICE OF
TEN THOIISANn F IgHT HtINORFn nNF DOLLARS
AND
NO CENTS
LUMP Sum
TOTAL AMOUNT
Lump Sum
0
ALL BIDS ARE TO BE COMPUTED ON THE BASIS OF THE GIVEN ESTIMATED QUANTITIES OF WORK,
AS INDICATED IN THIS PROPOSALS TIMES THE UNIT PRICE AS SUBMITTED BY THE BIDDER.. IN CASE
OF A DISCREPANCY BETWEEN WORDS AND FIGURESP THE WORDS SHALL PREVAIL. IN CASE OF AN ERROR
IN THE EXTENSION OF A UNIT PRICE, THE CORRECTED EXTENSION SHALL BE CALCULATED AND THE BIDS
WILL BE COMPUTED AS INDICATED ABOVE AND COMPARED ON THE BASIS OF THE CORRECTED TOTALS.
THE ESTIMATED QUANTITIES OF WORK INDICATED IN THIS PROPOSAL ARE APPROXIMATE ONLY,
BEING GIVEN SOLELY AS A BASIS FOR COMPARISON OF BIDS.
THE UNDERSIGNED HAS CHECKED CAREFULLY ALL OF THE ABOVE FIGURES AND UNDERSTANDS THAT
THE CITY WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS ON THE PART OF THE UNDERSIGNED
IN MAKING UP THIS BID.
THE UNDERSIGNED AGREES THAT IN CASE OF DEFAULT IN EXECUTING THE REQUIRED CONTRACT
WITH NECESSARY BONDS WITHIN TEN (10) DAYS, NOT INCLUDING SUNDAY, AFTER HAVING RECEIVED
NOTICE THAT THE CONTRACT IS READY FOR SIGNATURES THE PROCEEDS OF CHECK OR BOND ACCOMPANY-
ING THIS BID SHALL BECOME THE PROPERTY OF THE CITY OF NEWPORT BEACH.
LICENSED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF CALIFORNIA PROVIDING FOR
THE REGISTRATION OF CONTRACTORS, LICENSE NO. _ 182604 °A° °SB -1°
ACCOMPANYING THIS PROPOSAL IS BIDDERS BOND.
CASH CERTIFIED CHECK, CASHIERS CHECK OR
IN AN AMOUNT NOT LESS THAN 10 PERCENT OF THE TOTAL BID PRICE.
424 -1678
PHONE NUMBER
5-3 -66
DATE
2425 GUNDRY AVE.
LONG BEACH, CALIF.
BIDDERS ADDRESS
WEST AND WIGGS, INC.
BIDDERS P
(SEAL)
/S/ RICHARD A. WEST PRESIDENT --
AUTHORIZED SIGNATURE
/S/ KEITH W. KERWIN SECTY - TREAS.
AUTHORIZED SIGNATURE
CORPORATION
TYPE OF ORGANIZATION
(INDIVIDUAL, CORPORATION, CO- PARTNERSHIP)
LIST BELOW NAMES OF PRESIDENT, SECRETARY, TREASURER AND MANAGER IF A CORPORATION,
AND NAMES OF ALL CO- PARTNERS IF A CO- PARTNERSHIP:
R. A. WEST
R. G. HALL
PRESIDENT
VICE PRESIDENT
K. W. KERWIN SECTY - TREAS.
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 ENGINEERP 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 CITY COUNCIL OF THE CITY OF NEWPORT BEACH.
ITEM OF WORK SUB- CONTRACTOR ADDRESS
1• PAINTING J. F. JUST LONG BEACH
2,
3�
4,
5•
6.
WEST AND WIGGSP INC.
BIDDER'S NAME
/S/ KEITH W. KERWIN SECTY- TREAS.
AUTHORIZED SIGNATURE
CORPORATION
TYPE OF ORGANIZATION
(INDIVIDUAL, COPARTNERSHIP OR CORPORATION)
2425 GUNDRY AVENUE
LONG BEACH, CALIF.
ADDRESS
r:
p
Gn
OSEE ORIGINAL IN CITY CLERK'S FO)
BIDDER °S BOND TO ACCOMPANY PROPOSAL
KN0+/ ALL MEN BY THESE PRESENT,
THAT WE, WEST AND WIGGS, INC., _A CORPORATION
AND ST. PAUL FIRE & MARINE INSURANCE CO., A MINNESOTA CORPORATI
PAGE 4
AS PRINCIPAL,
SURETY, ARE
HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH., CALIFORNIA, IN THE SUM OF-
TEN PERCENT OF AMOUNT OF BID IN DOLLARS ($ 10% OF BID ), 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 COND'M ON OF THE FOREGOING OBLIGATION IS SUCH,
THAT !F THE PROPOSAL OF THE ABOVE BOUNDEN, PRINCIPAL FOR THE CONSTRUCTION OF
THE PALISADES ROAD — CAMPUS DRIVE PRESSURE REDUCING STATION
IN THE CITY OF NEWPORT BEACH, IS ACCEPTED BY THE CITY COUNCIL OF SAID CITY, AND !F THE
ABOVE BOUNDEN PRINCIPAL SHALL DULY ENTER INTO AND EXECUTE A, CONTRACT FOR SUCH CONSTRUCTION
AND SHALL EXECUTE AND DELIVER THE TWO (2) BONDS DESCRIBED IN THE "NOTICE INVITING BIDS"
WITHIN TEN 00) DAYS (NOT INCLUDING SUNDAY) FROM THE DATE OF THE MAILING OF A NOTICE TO
THE ABOVE BOUNDEN PRINCIPAL BY AND FROM SAID CITE" 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 WITNESS WHEREOF, WE HEREUNTO SET OUR HANDS AND SEALS THIS 3RD DAY
OF MAY 19 660
CORPORATE SEAL (IF CORPORATION) WEST AND WIGGS, INC.
PRINCIPAL
(ATTACH ACKNOWLEDGEMENT OF /SZ KEITH W. KE_RWIN_
ATTORNEY IN FACT)
KEITH W. KERWIN, SECRETARY — TREASURER
ST. PAUL FIRE & MARINE INSURANCE CO.
SURETY
BY SHERLIE B. WEEKS
TITLE SHERLIE B. WEEKS, ATTORNEY —IN —FACT
0
0
PAGE 5
LABOR AND MATERIAL BOND I BOND NO. 404FM 9541
KNOW ALL MEN BY THESE PRESENTS, THAT
WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA,
BY MOTION ADOPTED MAY 9, 1966
HAS AWARDED TO WEST AND WIGGS, INC.
HEREINAFTER DESIGNATED AS THE "PRINCIPAL ", A CONTRACT FOR THE CONSTRUCTION OF
THE PALISADES ROAD - CAMPUS DRIVE PRESSURE REDUCING STATION
IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFICA-
TIONS AND OTHER CONTRACT DOCUMENTS ON FILE IN THE OFFICE OF THE CITY CLERK.
WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT
AND THE TERMS THEREOF REQUIRE THE FURNISHING OF A BOND WITH SAID CONTRACT., PROVIDING
THAT IF SAID PRINCIPAL OR-ANY OF HIS OR ITS SUBCONTRACTORS, SHALL FAIL TO PAY FOR
ANY MATERIALS, PROVISIONS, PROVENDER OR OTHER SUPPLIES OR TEAMS USED IN, UPON, FOR
OR ABOUT THE PERFORMANCE OF THE WORK AGREED TO BE DONE, OR FOR ANY WORK OR LA80R
DONE THEREON OF ANY KIND, THE SURETY ON THIS BOND WILL PAY THE SAME TO THE EXTENT
HEREINAFTER SET FORTH
NOW, THEREFORE, WE, WEST AND WIGGSO INC.* a California Corporation
AS PRINCIPAL, HERE!NAF "TER DESIGNATED AS THE CONTRACTOR AND ST.PAUL FIRES MARINE
INSURANCE CONFANYO a Minnesota Corporation
AS SURETY, ARE HELD FIRMLY BOUND UNTO "THE. CITY. OF NEWPORT' BEACH, IN THE SUM OF
TEN THOUSAND EIGHT HUNDRED ONE and NO /100 • . - - DOLLARS ?,$ 1008801.00 • - - • • ±)9
SAID SUM BEING CAKX=A7t70[= 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 COND €TION OF TH'.S OBLIGATION IS SUCH, THAT IF THE PERSON OR HIS SUBCONTRAC-
TORS, 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 PA'!' FOR THE SAME, IN AN AMOUNT NOT EXCEEDING "'HE 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.
•
(LABOR AND MATERIAL BOND - CONTINUED)
PAGE 6
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 RECEIVED, HEREBY STIPULATES AND AGREES THAT NO
CHANGE, EXTENSION OF TIME, ALTERATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACT
OR TO THE WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE
SAME SHALL IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BOND, AND IT DOES HEREBY
WAIVE NOTICE OF ANY SUCH CHANGE, EXTENSION OF TIME) ALTERATIONS OR ADDITIONS TO THE
TERMS OF THE CONTRACTOR OR TO THE WORK OR TO THE SPECIFICATIONS.
IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL AND
SURETY ABOVE NAMED, ON THE 1st . DAY OF June , 196 6 .
APPRO' S TO FORM:
CITY AT ORNEY
THIS BOND WAS APPROVED BY THE. CITY COUNCIL
OF THE CITY OF NEWPORT BEACH BY MOTION
ON
DATE
ATTEST:
CITY CLERK
WEST AND WIGGS, INC. (SEAL)
(SEAL)
ith We Kerwt a Secretary - Treasurer
(SEAL
RACTOR
ST. PAUL FIRE s MARINE INSURAiftACO.
2LL' &IJ "SEAL)
Sberlle Be Weekse Attorney -in -Fact
(SEAL)
SURETY
STATE OF CALIFORNIA,
Ss.
COUNTY OF
Los ���
ON 1 �k►Fce 66
T9.,
before me, the underieN war", � and for the said State, personally appeared
known to IypAAAM@
e - - -- - known to me
.... w. ........ ..... .......
OFFICIAL SEAL
ELAINE MEYER
NOTARY PUBLIC- CALIFORNIA ,
PRINCIPAL OffICE IN
LOS ANGELES COUNTY
executed the within Instrument, on behalf of the C
to me that such Corporation executed the within
resolution of its board of directors.
WITNESS my hand and official seat.
EDJNe
to me to be the persons who
herein named, and admowledged
It pursuant to its by -laws or a
i
STATE OF CALIFORNIA ACKNOWLEDGMENT BY SURETY
COUNTY OF Los Angeles ar.
on this 1st day of .11Me 1966 , before me, EDWARD A. GRANT
a notary public in and for the State of California with principal office in the County of Los Angeles ,
residing therein, duly commissioned and mom, personally appeared Sherl ie De Weeks
]mown to me to be the attorney -in -fact of the ST. PAM FIRE AND MARINE INSURANCE COMPANY, a Minnesota corporation, and acknowledged
W m , that such corporation executed the same.
<n Witness Whereof, I v r a t hand and affixed my official seal, at my office in the aforesaid Co , day3pd year in
this certificate fisat above writt
A A G.PNT
Not i V' Co _ -._� OL-
'.!ic - ifnrni
[Seal] _ - Pi - ',L O'4 CE IN Notary Public
LOS P.NCELES COUNTY EDWARD A. GRANT
15001 AAF Rev. so -e? Calif. My Commission Expires Jan. 2$r
• • - PAGE 7
BOND NO. 4O4FM 9541
PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS THAT,
WHEREAS, THE CITY COUNCIL OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION
ADOPTED MAY 9. 1966
HAS AWARDED TO WEST AND WIGGS INC.
HEREINAFTER DESIGNATED AS THE "PRINCIPAL", A CONTRACT FOR THE CONSTRUCTION OF
THE PALISADES ROAD - CAMPUS DRIVE PRESSURE REDUCING STATION
IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFICA-
TIONS AND OTHER CONTRACT DOCUMENTS NOW ON FILE IN THE OFFICE OF THE CITY CLERK
OF THE CITY OF NEWPORT BEACH-
WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND
THE TERMS THEREOF REQUIRE THE FURNISHING A BOND FOR THE FAITHFUL PERFORMANCE OF
SAID CONTRACT,
NOW, THEREFORE, WE, WEST AND WIGGS. INCA a California Corporation
AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE 11CONTRACTOR" AND ST. PAUL FIRE 6 MARINE
INSURANCE COMPANYO a Mlnnesota Corporat on .
AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF
TEN THOUSAND EIGHT HUNDRED ONE and NO /1000LLARS ($ 10,801.00 - - - - - - - ft . ft),
SAID SUM BEING EQUAL TO YIPMEF 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.
STATE OF CALIFORNIA,
f ss.
t0UN1YOF LOS ANGELES
nN f JUN 1g6 —
before me, the undersigned, a Notary Irubfic in and for the said Stets, peno0iy appeared
Xr I TH V- KrRw i bl F known to me to be the
i'km atoAn
rtabsdha Secretaryre?QE�F:t: or
ocvlarii sEtii�hr" the Corporation -that executed the within t K known to me to be the persons who 7
ELAINE MEYER executed the within Instrument, on behalf of the Corporation herein wined, and acknowledged
NOTAELPUBLIC- CALIFORNIA , to me that such Corporation executed the within Instrument pursuant to its by4aws or a
PRINCIPAL OFFICE.dN resolution of.its.boardof:director&
LOS ANGELES COUNTY WITNESS my hand arsi OiilClal mi ��. • v
a
MAINE '
My Oenvnhalen ExOre$ ADM t4, 19714_ mar, UIKZ � __, ,
sraTEOpCALIFORNIA ACKNOWLEDGMENT BY SURETY
COUNTY OF Log Angeles ss.
on this l St day of jam , before me, Ecbmrd A- Grant
a notary public in and for the State of California with principal office in the County of Leg Angeles
residing therein, duly commissioned and sworn, personally appeared Sberl le S. Weeks
known to me to be the attorney -in -fact of the ST. PAUL FIRE AND MARINE INSURANCE COMPANY, a Mimesom corporation, and aclmowledged
to me that such corporation executed the same.
In Wltnesa Wbereof, - .�lNVa?nlsaltnlo- 0 y hand- p.d,nffixed•my gt(fgital seal, at my office in the aforesaid Cou ty, t)Za day and year in
this certificate first above tf�6),- 1!
La••• -- :."� EFDNA.RD A. GRANT
'
� a Notary Public - California � CCtx
�Seai� yYJr .T PRINCIPAL OFFICE IN 4 Lary Pub14c
EDWARD A. GRANT
s LOS ANGELES COUNTY
15001 AAF Rey. to -bi C.- ' My Commission Expires Jan. 28, 1961
f
r
a
• • - PAGE 8
`PERFORMANCE BOND - CONTINUED,
AND SAID SURETY, FOR VALUE RECEIVED, HEREBY STIPULATES AND AGREES THAT NO
CHANGE, EXTENSION OF TIMES ALTERATION OR ADDITION TO THE TERMS OF THE CONTRACT OR
TO THE WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE SAME
SHALL IN ANY WERE 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 WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL
AND SURETY ABOVE NAMED, ON THE Ist DAY OF imm 196 _k,
WEST AND WIGGSR INC* (SEAL)
\ fi ✓�T'"'`—
(SEAL)
ith W. Kerwin, Secretary-Treasurer-
(SEAL)
CONTRACTOR
;APPROVED S TO FORMt
TY TT RNEY
ST. PAUL FIRE i MARINE INSURANCE tskm}y
X 1 Ac lea (SEAL)
SURETY Sberlie B. Weeksp
Attorney - }n -Fact
• • PAGE: *9
NON - COLLUSION AFFtDAV'IT
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 AGGEEMENT WITH ANY OTHER BIDDER, OR WITH ANY PUBLIC OFFICER OF SUCH CITY OF
NEWPORT BEACH WHEREBY SUCH AFFIANT OR AF'FIANTS 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
AFFI.ANT OR AFFIANTS OR EITHER OF THEM HAS NOT DIRECTLY OR INDIRECTLY, ENTERED
INTO ANY ARRANGEMENT OR AGREEMENT WITH ANY OTHER BIDDER OR BIDDERS, WHICH TENDS TO
OR DOES LESSEN OR DESTROY FREE COMPETITION IN THE LETTING OF THE CONTRACT SOUGHT
FOR BY THE ATTACHED BIDS; THAT NO BID HAS BEEN ACCEPTED FROM ANY SUBCONTRACTOR OR
MATERIALMAN THROUGH ANY BID DEPOSITORY, THE BYLAWS, RULES OR REGULATIONS OF WHICH
PROHIBIT OR PREVENT THE CONTRACTOR FROM CONSIDERING ANY BID FROM ANY SUBCONTRACTOR
OR MATERIALMAN WHICH IS NOT PROCESSED THROUGH SAID BID DEPOSITORY, OR WHICH PRE-
VENT 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
INDUCEMENT 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
WOMSOEVER 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 3RD DAY OF MAY
MY COMMISSION EXPIRES:
12 -12 -69
WEST AND WIGGS, INC.
2425 GUNDRY AVENUE
LONG BEACH. CALIFORNIA
KEITH W. KERWIN, SECTY- TREAS.
1966 .
SHERLIE B. WEEKS
NOTARY PUBLIC:
0 0
BIDDER'S STATEMENT OF FINANCIAL RESPONSIBI "LJ1
TECHNICAL ABILITY AND EXPERIENCE
PAGE 10 1
(THE BIDDER IS REQUIRED TO STATE WHAT WORK OF A SiM'LAR CHARACTER TO THAT INCLUDED
IN THE PROPOSED CONTRACT FIE HAS SUCCESBFUL.L? PERFORMED AND G?VE REFERENCE WHICH
WILL ENABLE T'n.E CITY COUNCIL TO JUDGE HIS RESPONSIBPLITY,9 EMPERIENCEp SKILL AND
BUSINESS STANDING -)
THE, UNDERSIGNED SUBMITS HEREWITH A STATEMENT Of HIS FINANCIAL RESPONSEBiLITY.
THE UNDERSIGNED SUBMITS BELOW A STATEMENT OF THE WORK OF SIMILAR CHARACTER TO
THAT INCLUDED IN THE PROPOSED CON'R,5CT WHICH HE '-iAS SUCCESSFULLY PERFORMED.
GENERAL WATER WORKS INSTALLATIONS INCLUDING WELL PUMPS, HYDRO TANKS BOOSTER PUMPS, ETC.
CITY OF DOWNEY
AVEK WATER DISTRICT
CITY OF ANAHEIM SO. COAST COUNTY WATER DISTRICT
CITY OF BUENA PARK SAN GABRIEL COUNTY WATER DISTRICT '
CITY OF WESTMINSTER Los AI_tSns WATFR DtsrRtcT
CITY or RFnmmnn RFnru rOUW7Y qF lnS AWGGi6S - —
r ITV nr C. FF Con I A Gee H TY StH Ii AT IBII B19 TRIBT
CITY OF BFVFRI_Y HII IS
NOTE:
FOR FINANCIAL INFORMATIONS CONTACT:
MR. NELSON MCCOOK, VICE PRESIDENT
BANK OF CALIFORNIA
LONG BEACH CALIF.
HE 2-0931
WEST AND WIGGS, INC.
/S/ KEITH W. KERWIN
EGNE?
SECTY- TREAS.
PAGE II
C O N T R A C T
THIS AGREEMENT, MADE AND ENTERED INTO THIS n4 DAY OF 196b,
BY AND BETWEEN THE CITY OF NEWPORT BEACH, CALIFORNIA, HEREINAFTER DESIGNATED AS THE
CITY, PARTY OF THE FIRST PART, AND WEST AND WIGGS, INC.
HEREINAFTER. DESIGNATED AS THE CONTRACTOR, PARTY OF THE SECOND PART.
W9TNESSETHo THAT THE PARTIES HERETO DO MUTUALLY AGREE AS FOLLOWS;
I. FOR AN 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
PALISADES ROAD — CAMPUS DRIVE PRESSURE REDUCING STATION
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 q(NO MATERIALS NECESSARY THEREFOR, (EXCEPT
SUCH MATERIALS, IF ANY, AS IN THE SAID SPECIE!CATIONS 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
ARIS.I.NG OUT OF THE NATURE OF THE WORK;'AFORESAID, OR FROM THE ACTION .OF THE ELEMENTS,
OR FROM ANY UNFORESEEN DIFFICULTIES WHICH MAY ARISE OR BE ENCOUNTERED IN THE PROSECU-
TION OF THE WORK UNTIL ITS ACCEPTANCE BY THE CITY, AND FOR ALL RISKS OF EVERY DE-
SCRIPTI'ON 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 COM-
PLETING 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 THEREFOR 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 HERESY AGREE TO
THE FULL PERFORMANCE OF THE COVENANTS HEREIN CONTAINED..
4. THE NOTICE TO.BIDDERS, INSTRUCTIONS TO BIDDERS, CO4TRACT6R°3 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 HERESY INCORPOJFATED IN AND MADE PART OF THIS
AGREEMENT.
f
1
f
PAGE 12
5. 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, REGARD-
LESS OF RESPONSIBILITY FOR NEGLIGENCE; AND FROM ANY AND ALL CLAIMS, LOSS, DAMAGE,
INJURY AND LIABILITY, HOWSOEVER THE SAME MAY BE CAUSED, RESULTING DIRECTLY OR IN-
DIRECTLY FROM THE NATURE OF THE WORK COVERED BY THE CONTRACT, REGARDLESS OF RE-
SPONSIBILITY FOR NEGLIGENCE.
iN WCTNESS WHEREOF, THE PARTIES HERETO HAVE CAUSED THIS CONTRACT TO BE EXECUTED
THE DAY AND YEAR FIRST ABOVE WRITTEN°
ATTEST°
DeOu %y CITY CLERK V
APPROVED AS TO FORM;
�M
CITY A7T RNEY
CiTY OF NEWPORT BEACH9 CALi ORNIA
BA17 Q U U�I11Yi1�:12
V ;Ce MA.O +� P.
IN FS * °rid - l 64-6S /nn
CONTRACTOR
4pes, TITLE
BY
SE�GtY -_%YG4 S.
TITLE
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
SPECIAL PROVISIONS
FOR
CONTRACT NO. 1029
0
THE CONSTRUCTION
OF
THE PALISADES ROAD - CAMPUS DRIVE PRESSURE REDUCING STATION
101.01 THE REQUIREMENT
IT IS REQUIRED THAT THERE BE FURNISHED, IN ACCORDANCE WITH THESE SPECIFICATIONS AND
ACCOMPANYING DRAWINGS, ALL THE PLANT, LABOR, MATERIALS AND EQUIPMENT NECESSARY FOR THE
CONSTRUCTION OF THE PALISADES ROAD - CAMPUS DRIVE PRESSURE REDUCING STATION, INCLUDING
THE INSTALLATION OF VALVES, FITTINGS AND PIPING AND ALL MISCELLANEOUS WORK SHOWN ON THE
DRAWINGS W- 5039 -S AND W- 5032 -L, AND DESCRIBED IN THESE SPECIAL PROVISIONS.
101.02 COMPLETION OF WORK
ALL WORK SHALL BE COMPLETED WITHIN 6O CALENDAR DAYS FROM THE DATE OF EXECUTION OF THE
CONTRACT BY- THE CITY.
101.03 LIQUIDATED DAMAGES
THE CONTRACTOR SHALL, AS PROVIDED IN THE STANDARD SPECIFICATIONS OF THE CITY OF NEWPORT
BEACH, PAY TO THE CITY, FIXED, AGREED, AND LIQUIDATED DAMAGES FOR EACH CALENDAR DAY THE
WORK IS DELAYED BEYOND THE SPECIFIED COMPLETION TIME.
101.014 SERVICES FURNISHED BY THE CITY
(A) THE CITY WILL FURNISH TO THE CONTRACTOR WITHOUT CHARGE ALL NECESSARY WATER REQUIRED
F OR THE CHLORINATION AND TESTING OF THE FACILITIES TO BE CONSTRUCTED HEREUNDER. OTHER-
WISE, THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, PROVIDE FACILITIES FOR CONVEYING ALL.
OTHER WATER REQUIRED FROM THE NEAREST EXISTING FIRE HYDRANT TO THE POINTS OF USE AND PAY
ALL NECESSARY FEES AND SERVICE CHARGES.
(B) THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, PROVIDE ELECTRIC POWER AS REQUIRED FOR HIS
OPERATIONS UNDER THE CONTRACT, AND HE SHALL PAY THE METER INSTALLATION CHARGE AND ALL
MONTHLY BILLS FOR THE USE OF SUCH SERVICE.
101.05 DRAWINGS AND INFORMATION REQUIRED OF CONTRACTOR
(A) WHEREVER CALLED FOR IN THESE SPECIAL PROVISIONS OR ON THE DRAWINGS, OR WHERE REQUIRED
BY THE ENGINEER, THE CONTRACTOR SHALL FURNISH TO THE ENGINEER FOR APPROVAL TWO PRINTS OF
EACH SHOP DRAWING. THE TERM "SHOP DRAWING" AS USED HEREIN SHALL BE UNDERSTOOD TO INCLUDE
LISTS, GRAPHS, SPECIFICATIONS, OPERATING INSTRUCTIONS, ETC. UNLESS OTHERWISE PROVIDED,
SAID DRAWINGS SHALL BE SUBMITTED WITHIN 15 CALENDAR DAYS AFTER EXECUTION OF THE CONTRACT
BY THE CITY. WITHIN 10 DAYS OF RECEIPT OF SAID PRINTS, THE ENGINEER WILL RETURN ONE PRINT
SP -2
GENERAL
OF EACH DRAWING TO THE CONTRACTOR EITHER APPROVING SAME OR INDICATING THE REVISIONS
NECESSARY TO OBTAIN APPROVAL. IF THE DRAWING IS RETURNED TO THE CONTRACTOR MARKED
it APPROVED"" THE CONTRACTOR SHALL FORTHWITH FURNISH TO THE ENGINEER FIVE ADDITIONAL
PRINTS OF SAID APPROVED DRAWING. IF THE DRAWING IS RETURNED TO THE CONTRACTOR WITH
REVISIONS INDICATED THEREON$ THE CONTRACTOR SHALL FORTHWITH MAKE THE NECESSARY RE-
VISIONS AND FURNISH TO THE ENGINEER SIX PRINTS OF SAID REVISED DRAWING.
(B) NO FABRICATION SHALL BE COMMENCED PRIOR TO APPROVAL OF SHOP DRAWINGS. REVISIONS
INDICATED ON SHOP DRAWINGS SHALL BE CONSIDERED AS CHANGES NECESSARY TO MEET THE RE-
QUIREMENTS OF THE CONTRACT SPECIFICATIONS AND SHALL NOT BE TAKEN AS THE BASIS OF CLAIMS
FOR EXTRA WORK. THE CONTRACTOR SHALL HAVE NO CLAIM FOR DAMAGES OR EXTENSIONS OF TIME
DUE TO ANY DELAY RESULTING FROM MAKING REQUIRED REVISIONS TO SHOP DRAWINGS. THE
APPROVAL OF SAID DRAWINGS 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 APPROVAL OPERATE TO WAIVE OR MODIFY ANY PROVISIONS OR RE-
QUIREMENT CONTAINED IN THESE CONTRACT SPECIFICATIONS OR ON THE CONTRACT DRAWINGS.
101.06 SCHEDULE OF WORK
THE CONTRACTOR SHALL MEET WITH THE ENGINEER PRIOR TO BEGINNING THE CONSTRUCTION TO
SCHEDULE THE WORK IN ORDER TO MINIMIZE DISRUPTION OF SERVICE. THE WORK TO BE ACCOM-
PLISHED UNDER THESE SPECIAL PROVISIONS WILL SERIOUSLY AFFECT WATER SERVICE TO LARGE
PORTIONS OF THE CITY'S DISTRIBUTION SYSTEM. WORK SCHEDULES SHALL BE SUBMITTED TO THE
ENGINEER AND SHALL RECEIVE HIS APPROVAL PRIOR TO THE BEGINNING OF CONSTRUCTION. THE
SCHEDULES SHALL INDICATE THE SEQUENCE OF CONSTRUCTIONY AND THE CONTRACTOR SHALL PER-
FORM ANY CONCRETE WORKS PIPING, OR OTHER PREFABRICATION WORK THAT MAY BE PARTIALLY
OR FULLY COMPLETED PRIOR TO DISRUPTION OF SERVICE.
THE PIPING AND VALVING NECESSARY TO RESUME SERVICE TO THE ADJACENT ORANGE COUNTY AIR-
PORT METER STRUCTURE SHALL BE COMPLETED WITHIN 1 CALENDAR DAY AFTER SHUTDOWN. THE
CONTRACTOR SHALL ARRANGE WITH THE UTILITY SUPERINTENDENT OF THE CITY OF NEWPORT BEACH
TO PROVIDE TEMPORARY SERVICE TO THE AIRPORT DURING THE 1 CALENDAR DAY SHUTDOWN.
SP -3
GENERAL
101.07 TRAFFIC CONTROL
THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE LANE IN EACH DIRECTION ON BOTH PALISADES
ROAD AND CAMPUS DRIVE.
101.0$ CONTRACT DRAWINGS
THE LOCATION OF THE WORK, ITS GENERAL NATURE AND EXTENT AND THE FORM AND DETAIL OF
THE VARIOUS FEATURES OF THE WORK ARE SHOWN ON THE FOLLOWING DRAWINGS, ACCOMPANYING
AND MADE A PART OF THESE SPECIAL PROVISIONS:
LIST OF DRAWINGS
SHEET NO. TITLE
1 PRESSURE REDUCING STATION, LOCATION AND DETAILS
M -Z LADDER AND SAFETY CAGE DETAILS
P -I} PIPE SUPPORT DETAIL
S -4 VENT PIPE DETAILS FOR UNDERGROUND STRUCTURES
0 0
FARTFWORK
102.01 GENERAL
SPA
THE CONTRAC'T'OR SHALL PERFORM ALL EARTHWORK REQUIRED FOR THE COMPLETE: INSTALLATION OF
THE PIPING AND STRUCTURES AS SHOWN.
102.02 EXCAVATION
(A) GENERAL. EXCAVATION SHALL INCLUDE WITHOUT CLASSIFICATION, THE REMOVAL OF ALL
MATERIALS OF WHATEVER NATURE ENCOUNTERED, INCLUDING ALL OBSTRUCTIONS OF ANY NATURE
THAT WOULD INTERFERE WITH THE PROPER EXECUTION AND COMPLETION OF THE WORK. THE RE-
MOVAL OF SAID MATERIALS SHALL CONFORM TO THE LINES AND GRADES SHOWN. THE CONTRACTOR
SHALL FURNISH, PLACE AND MAINTAIN ALL SUPPORTS AND SHORING THAT MAY BE REQUIRED FOR
THE SIDES OF THE EXCAVATIONS, AND ALL PUMPING, DITCHING OR OTHER APPROVED MEASURES
FOR THE REMOVAL OR EXCLUSION OF WATER, INCLUDING TAKING CARE OF STORM WATER AND WASTE
WATER REACHING THE SITE OF THE WORK FROM ANY SOURCE SO AS TO PREVENT DAMAGE TO THE
WORK OR ADJOINING PROPERTY. EXCAVATIONS SHALL BE SUPPORTED IN A SAFE MANNER AP-
PROVED BY THE ENGINEER. EXCAVATION SHALL BE IN AN OPEN CUT WITH VERTICAL SIDES.
(B) OVER - EXCAVATION NOT ORDERED BY THE.ENGINEER. ANY EXCAVATION CARRIED BELOW
THE SUBGRADE, OR BELOW THE GRADE SHOWN OR ORDERED, SHALL BE REFILLED TO THE REQUIRED
GRADE WITH SELECTED MATERIAL AND COMPACTED BY MECHANICAL MEANS TO 95 PERCENT OF
MAXIMUM DENSITY. SUCH WORK SHALL BE PERFORMED BY "THE CONTRACTOR AT HIS OWN EXPENSE
IN ACCORDANCE'WITH SECTION 102.1711.
(c) DISPOSAL Of EXCESS EXCAVATED MATERIAL. THE CONTRACTOR SHALL REMOVE AND DIS-
POSE OF ALL EXCESS EXCAVATED MATERIAL AT HIS OWN EXPENSE.
102.03 SAND BEDDING
SAND BEDDING SHALL BE COMPOSED OF IMPORTED MATERIAL AND SHALL BE PLACED TO A DEPTH
OF 6 INCHES BELOW THE GRADE OF THE BOTTOM OF THE PIPE- SAND BEDDING SHALL BE COM-
PACTED TO 95 PERCENT OF MAXIMUM DENSITY BY USING A SMALL AMOUNT OF EXCESS WATER AND
A VIBRATOR. AFTER THE SAND HAS SETTLED AND AFTER THE EXCESS WATER IN THE SAND HAS
DISAPPEARED, BUT NOT LESS THAN 11 HOURS AFTER PLACING THE SAND BEDDING, THE RE-
MAINDER OF THE TRENCH SHALL BE BACKFILLED AS SPECIFIED IN SECTION 102.011.
EARTHWORK
102.(74 BACKFILL
SP -5
(A) BACKFILL SHALL NOT BE DROPPED DIRECTLY UPON ANY STRUCTURE OR PIPE. MATERIALS
USED FOR BACKFILL SHALL BE SELECTED MATERIAL, FREE FROM GRASS' ROOTS, BRUSH OR
OTHER VEGETATION; AND ALL MATERIAL COMING INTO CONTACT WITH PIPE OR STRUCTURES, OR
NEARER THAN 6 INCHES TO THEIR SURFACES, SHALL BE FREE OF ROCKS OR BOULDERS LARGER
THAN 6 INCHES IN DIMENSION OR UNBROKEN MASSES OF EARTHY MATERIALS WHICH MIGHT LODGE
AND LEAVE UNFILLED POCKETS. BACKFILL SHALL NOT BE PLACED AROUND OR UPON ANY STRUC-
TURE UNTIL THE CONCRETE HASA,TTATNED SUFFICIENT STRENGTH TO WITHSTAND THE LOADS IM-
POSED.
(B) ALL BACKFILL SHALL MEET THE REQUIREMENTS FOR STRUCTURE BACKFILL AS SPECIFIED
IN SECTION 19 OF THE STATE OF CALIFORNIA, DIVISION OF HIGHWAYS, STANDARD SPECIFI-
CATIONS. SAID REQUIREMENTS INCLUDE THE PROVISIONS THAT THE BACKFILL MATERIAL HAVE
A SAND EQUIVALENT VALUE OF NOT LESS THAN 30 AND THAT IT BE COMPACTED IN LAYERS NOT
TO EXCEED H INCHES, USING HAND, PNEUMATIC, OR MECHANICAL TYPE TAMPERS TO 95 PER-
CENT OF MAXIMUM DENSITY. WHERE THE ADJACENT SOIL DRAINS WELL AND WHERE APPROVED
BY THE STATE INSPECTOR, SANDY OR GRANULAR MATERIAL MAY BE COMPACTED TO 95 PERCENT
OF MAXIMUM DENSITY BY USING A SMALL AMOUNT OF EXCESS WATER AND A VIBRATOR. THE
CONTRACTOR SHALL OBTAIN SUITABLE BACKFILL MATERIAL FROM HIS EXCAVATIONS OR FROM
OTHER SOURCES AT HIS OWN EXPENSE.
(C) THE DEGREE OF MAXIMUM DENSITY OF THE COMPACTION TEST MAY BE DETERMINED BY A
REPRESENTATIVE OF THE CITY AT THE EXPENSE OF THE CITY USING THE TEST METHOD NO. 216,
AS SPECIFIED IN SECTION 19 OF THE STATE OF CALIFORNIA, DIVISION OF HIGHWAYS,
STANDARD SPECIFICATIONS, AND DESCRIBED IN THE DIVISION'S MATERIALS TESTING HANDBOOK.
A REPRESENTATIVE OF THE STATE DIVISION OF' HIGHWAYS MAY MAKE ADDITIONAL COMPACTION
TESTS WHICH SHALL BE PAID FOR BY THE CONTRACTOR.
102.05 CUTTING AND RESTORING STREET SURFACING
(A) IN CUTTING OR BREAKING UP STREET SURFACING, THE CONTRACTOR SHALL NOT USE EQUIP-
MENT WHICH WILL DAMAGE THE ADJACENT PAVEMENT. ALL PORTLAND CEMENT CONCRETE SURFACES
SHALL BE SCORED TO A DEPTH OF 1 -1/2 INCHES WITH CONCRETE SAWING EQUIPMENT OF A TYPE
MEETING THE APPROVAL OF THE ENGINEER; PROVIDED HOWEVER, THAT ANY CEMENT CONCRETE
BASE UNDER AN ASPHALTIC MIX SURFACE WILL NOT BE REQULRED TO BE SCORED BY SAWING.
EXISTING PAVED SURFACES SHALL BE CUT BACK BEYOND THE EDGES OF THE. EXCAVATIONS TO
FORM NEAT SQUARE CUTS BEFORE PAVING IS COMMENCED.
0 0
SP -6
EART MJORK
(B) SIDEWALKS, CURBS, GUTTERS, AND STREET SURFACING REQUIRING REMOVAL IN CON-
NECTION WITH PERFORMANCE OF THE WORK REQUIRED UNDER THE CONTRACT SHALL BE REPLACED
WITH THE SAME KIND OR WITH BETTER SIDEWALKS, CURBS, GUTTERS, AND STREET SURFACING
BY THE CONTRACTOR, IN ACCORDANCE WITH THE LATEST SPECIFICATIONS, RULES, AND
REGULATIONS, AND SUBJECT TO INSPECTION BY THE AGENCY HAVING JURISDICTION OVER
THE S'i REET OR HIGHWAY. DAMAGED OR DESTROYED SIDEWALKS SHALL BE REPLACED WITH NEW
SIDEWALKS HAVING A MINIMUM THICKNESS EQUAL TO THE THICKNESS OF ADJACENT SIDEWALKS,
OR 4 INCHES, WHICHEVER IS GREATER.
0
CONCRETE
E
SP -7
103.01 GENERAL
THE CONTRACTOR SHALL FURNISH ALL MATERIALS FOR CONCRETE AND SHALL FORM, MIX, PLACE,
CURE, REPAIR, FINISH, AND DO ALL OTHER WORK REQUIRED TO PRODUCE FINISHED CONCRETE
STRUCTURES.
103.02 CONCRETE MIX
THE CONCRETE USED FOR STRUCTURES SHALL BE COMPOSED OF ONE PART OF PORTLAND CEMENT
TO TWO PARTS OF SAND AND THREE PARTS OF ROCK, ALL BY WEIGHT (OR BY EQUIVALENT
VOLUMETRIC MEASURE), AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI
AT AN AGE OF 28 DAYS. THE CONCRETE USED FOR THRUST BLOCKS SHALL HAVE A MINIMUM
COMPRESSIVE STRENGTH OF 2,000 PSI AT AN AGE OF 28 DAYS. THE QUANTITY OF WATER
USED SHALL BE JUST SUFFICIENT, WITH A NORMAL MIXING PERIOD, TO PRODUCE A CONCRETE
WHICH, IN THE JUDGMENT OF THE ENGINEER, CAN BE WORKED PROPERLY INTO PLACE WITHOUT
SEGREGATION.
103.03 CEMENT
ALL CEMENT USED ON THE WORK SHALL BE A STANDARD BRAND PORTLAND CEMENT CONFORMING TO
THE "SPECIFICATIONS FOR PORTLAND CEMENT," TYPE II, EXCEPT THAT CEMENT USED IN
MORTAR COATING OF PIPE SHALL BE TYPE V, (ASTM DESIGNATION C150).
103.011 AGGREGATES
(A) ALL AGGREGATES SHALL BE OBTAINED FROM PITS APPROVED BY THE ENGINEER.
(B) FINE AGGREGATE
(1) FINE AGGREGATE SHALL BE COMPOSED OF CLEAN, HARD, STRONG, DURABLE, UNCOATED
GRAINS, FREE FROM SHALE, LUMPS AND SOFT OR FLAKY PARTICLES AND FROM
INJURIOUS AMOUNT OF DUST, ALKALI, ORGANIC MATTER, LOAM, MICA, OR OTHER
DELETERIOUS SUBSTANCES. THE GRADING AS DETERMINED IN ACCORDANCE WITH
THE "METHOD OF TEST FOR SIEVE ANALYSIS OF FINE AND COARSE AGGREGATES"
(ASTM DESIGNATION C136), SHALL CONFORM APPROXIMATELY TO THE FOLLOWING:
0 0
CONCRETE
SIEVE SIZE
PERCENTAGE PASSING SIEVES
3/8°
100
No. 4
90 - 100
No. 8
65 - 90
No. 16
145 - 70
No. 30
25 - 45
No- 50
10 - 20
No. 100
2 - 8
No. 200
0 - 4
(2) FINE AGGREGATE SHALL IN ALL CASES BE WASHED. THE CONTROL OF WASHING OF
FINE AGGREGATE SHALL BE SUCH THAT THE FINER PARTICLES OF SAND ARE
RETAINED OR REMOVED AS REQUIRED. WASHED OR SATURATED SAND SHALL BE
ALLOWED TO DRAIN AT LEAST 24 HOURS TO A UNIFORM MOISTURE CONTENT BEFORE
BATCHING. DRY SAND SHALL BE MOISTENED BEFORE HANDLING WHEN NECESSARY TO
PREVENT SEGREGATION. THE FINE AGGREGATE SHALL BE WELL- GRADED SO AS
TO INSURE A DENSE CONCRETE.
(3) WHEN TESTED IN ACCORDANCE WITH THE "METHOD OF TEST FOR ORGANIC IMPURITIES
IN SANDS FOR CONCRETE" (ASTM DESIGNATION C4O), IT SHALL SHOW A COLOR
NOT DARKER THAN THE STANDARD COLOR AND SHALL. CONTAIN NOT MORE THAN A
TOTAL OF 5 PERCENT BY VOLUME OF CLAYS SILT, MICA, OR OTHER OBJECTIONABLE
INORGANIC MATERIALS AS DETERMINED BY SETTLEMENT AFTER SHAKING WELL WITH
TWO AND ONE -HALF TIMES ITS VOLUME OF WATER IN A GRADUATED CYLINDER. AT
LEAST 400 C.C. OF SAND BY VOLUME SHALL BE USED IN THIS TEST.
(c) COARSE AGGREGATE
(1) COARSE AGGREGATE SHALL CONSIST OF GRAVEL OBTAINED FROM PITS APPROVED BY
THE ENGINEER, AND SHALL BE COMPOSED OF STRONG, HARD, CLEANS DURABLE,
UNCOATED PEBBLES OR ROCK FRAGMENTS FREE FROM ALKALI, ORGANIC OR OTHER
DELETERIOUS MATTER AND SHALL CONTAIN NOT MORE THAN 25 PERCENT OF CRUSHED
MATERIAL. NOT MORE THAN 5 PERCENT BY WEIGHT OF SOFT OR FRIABLE PARTICLES
AND NOT MORE THAN 3 PERCENT OF THIN, ELONGATED OR LAMINATED PIECES WILL
BE ALLOWED. COARSE AGGREGATE SHALL BE WASHED, AND IF NECESSARY SHALL BE
AGAIN UNIFORMLY MOISTENED JUST BEFORE BATCHING. COARSE AGGREGATE SHALL
BE FURNISHED IN THE PRIMARY SIZES SPECIFIED BELOW AND SHALL BE STORED IN
SEPARATE BATCHING BINS AND BATCHED AS REQUIRED TO CONFORM TO THE COM-
BINED GRADING REQUIREMENT. THE GRADING OR PROPORTIONING OF THE FINE AND
COARSE,, AGGREGATES- IR:,THE MAC% SHALUISE I.VARJ E Dr:ASi:DARE OTED_BYI THE ENGINEER, AND
sP -9
CONCRETE
WILL BE BASED ON SECURING A WELL— GRADED AGGREGATE AND PRODUCING CON-
CRETE HAVING THE REQUIRED WORKABILITY, DENSITY, AND STRENGTH, WITH-
OUT THE USE OF EXCESS SANDS WATER, OR CEMENT. THE GRADING OF THE
PRIMARY SIZES OF THE COARSE AGGREGATES SHALL BE WITHIN THE LIMITS
IN PERCENTAGES BY WEIGHTS AS FOLLOWS:
PRIMARY AGGREGATE SIZE N0. 2
(1-1/2 INCH MAXIMUM SIZE
PRIMARY AGGREGATE S12E NO. Y
(3/6 IN. MAXIMUM SIZE, PEA GRAVEL)
PERCENT
PASSING A 1/2 INCH SQUARE SIEVE . . . . . . . . . . 100
n ft 3/8 1t tt ft . ........ . 90 TO 100
O 1i No. 4 11 11 . . . . . . . . . . 0 TO 15
No. 8 . . . . . . . . . . 0 TO 5
(2) IN THE EVENT COARSE AGGREGATE IS STORED IN STOCKPILES IN ADVANCE OF
CONCRETING OPERATIONS, SUCH STOCKPILES SHALL BE BUILT UP BY APPROVED
`METHODS 50 THAT CONING OR SEGREGATION OF THE MATERIALS CANNOT OCCUR.
103.05 WATER
WATER SHALL BE CLEAN AND FREE FROM OBJECTIONABLE QUANTITIES OF ORGANIC MATTERy
ALKALI, SALTS AND OTHER IMPURITIES.
PERCENT
PASSING
A
2 —INCH SQUARE SIEVE. . . . . .
100
11
11
1 -1 /21t " of . . . . . . .
90 TO 100
11
"
1 IN. t1 11 . . . . . . . . . . . .
20 To 55
it
n
3/4 IN. ° n . . . . . . . . . . . .
0 TO 15
O
"
3/8 IN. it it . . . . . . . . . . . .
0 TO 5
PRIMARY AGGREGATE SIZE-NO. 3
1 —INCH MAXIMUM SIZE).
PERCENT
PASSING
A
1 -1/2 INCH SQUARE SIEVE . . . . . . . .
100
11
11
1 11 11 It . . . . . . . . .
90 TO 100
IT
1,
3/4 it 11 11 . . . .
60 To 80
It
11
3/Q It 11 11 . . . . . . . . .
0 TO 15
11
tt
No.., 4 tt it IT . . . . . . . . .
0 To 5
PRIMARY AGGREGATE S12E NO. Y
(3/6 IN. MAXIMUM SIZE, PEA GRAVEL)
PERCENT
PASSING A 1/2 INCH SQUARE SIEVE . . . . . . . . . . 100
n ft 3/8 1t tt ft . ........ . 90 TO 100
O 1i No. 4 11 11 . . . . . . . . . . 0 TO 15
No. 8 . . . . . . . . . . 0 TO 5
(2) IN THE EVENT COARSE AGGREGATE IS STORED IN STOCKPILES IN ADVANCE OF
CONCRETING OPERATIONS, SUCH STOCKPILES SHALL BE BUILT UP BY APPROVED
`METHODS 50 THAT CONING OR SEGREGATION OF THE MATERIALS CANNOT OCCUR.
103.05 WATER
WATER SHALL BE CLEAN AND FREE FROM OBJECTIONABLE QUANTITIES OF ORGANIC MATTERy
ALKALI, SALTS AND OTHER IMPURITIES.
•
103.06 FORMS
CONCRETE
11
SP -10
FORMS TO CONFINE THE CONCRETE AND SHAPE IT TO THE REQUIRED LINES SHALL BE USED
WHEREVER NECESSARY. FORMS SHALL BE SMOOTHS TONGUE AND GROOVE BOARDS SHIPLAP
OR PLYWOOD, OF NOT LESS THAN 5/8 -INCH THICKNESS. EXPOSED VERTICAL CORNERS OF
ALL CONCRETE STRUCTURES, PADS SUPPORTS.. ETC., SHALL BE GIVEN A 3/4 -INCH CHAMFER.
FORMS SHALL NOT BE REMOVED UNTIL PERMISSION TO DO SO HAS BEEN GIVEN BY THE ENGINEER.
103.07 TAMPING AND VIBRATING
AS CONCRETE IS PLACED IN FORMS OR IN EXCAVATIONS IT SHALL BE THOROUGHLY SETTLED
AND COMPACTED THROUGHOUT THE ENTIRE DEPTH OF THE LAYER WHICH IS BEING CONSOLI-
DATED, INTO A DENSE, HOMOGENEOUS MASS. EXCEPT IN SPECIAL CASES WHERE THEIR USE
IS DEEMED IMPRACTICABLE BY THE ENGINEER, THE CONTRACTOR SHALL USE HIGH -SPEED
INTERNAL VIBRATORS OF AN APPROVED IMMERSION TYPE.
103.08 FINISH OF CONCRETE SURFACES
(A) ALL FINISHED OR FORMED SURFACES SHALL CONFORM ACCURATELY TO THE SHAPEY ALIGN -
MENT) GRADES AND SECTIONS AS SHOWN ON THE PLANS OR AS PRESCRIBED BY THE ENGINEER.
SURFACES SHALL BE FREE FROM FINS) BULGES RIDGES, OFFSETS HONEYCOMBING OR ROUGH-
NESS OF ANY KIND, AND SHALL PRESENT A FINISHED SMOOTHS CONTINUOUS, HARD SURFACE.
(B) EXPOSED UNFORMED SURFACES OF CONCRETE SHALL BE GIVEN A STEEL - TROWEL FINISH.
EXCESSIVE FLOATING OF SURFACES WHILE THE CONCRETE IS PLASTIC WILL NOT BE PERMITTED.
ALL SURFACES SHALL BE PLACED MONOLITHICALLY WITH WITH THE BASE SLAB. DUSTING ON
OF DRY CEMENT AND SAND TO ABSORB EXCESS MOISTURE WILL NOT BE PERMITTED. UNLESS
OTHERWISE SHOWN THE EDGES OF ALL EXPOSED HORIZONTAL SURFACES SHALL BE FINISHED
WITH AN EDGING TOOL TO A RADIUS OF 1/2 OF AN INCH.
103.09 CURING
ALL STRUCTURAL CONCRETE SHALL BE CURED BY BEING KEPT MOIST FOR 14 DAYS AFTER PLACING
OR AT THE OPTION OF THE CONTRACTOR, MAY BE CURED BY AN IMPERVIOUS MEMBRANE OF A
TYPE APPROVED BY THE ENGINEER. ENCASEMENT CONCRETE AND THRUST BLOCKS MAY BE
COVERED WITH EARTH 24 HOURS AFTER PLACING.
0
CONCRETE
103.10 READY -MIXED CONCRETE
0
(A) AT THE CONTRACTORS OPTION, READY -MIXED CONCRETE MAY BE
REQUIREMENTS AS TO MATERIALS, BATCHING, MIXING, TRANSPORTING
SPECIFIED HEREIN AND THE REQUIREMENTS OF THE 'SPECIFICATION
(ASTM DESIGNATION C94). THE USE OF NON - AGITATING EQUIPMENT
MIXED CONCRETE WILL NOT BE PERMITTED. COMBINATION TRUCK AND
TRANSPORTING READY -MIXED CONCRETE WILL NOT BE PERMITTED.
SP -11
USED MEETING THE
AND PLACING AS
FOR READY -MIXED CONCRETE"
FOR TRANSPORTING READY -
TRAILER EQUIPMENT FOR
(B) THE QUALITY AND QUANTITY OF MATERIALS USED IN READY -MIXED CONCRETE AND IN
BATCHED AGGREGATES SHALL BE SUBJECT TO CONTINUOUS INSPECTION AT THE BATCHING PLANT.
103.11 PRECAST CONCRETE MANHOLE SHAFTS
PRECAST CONCRETE MANHOLE SHAFTS SHALL BE OF THE SIZE AND SHAPES AND INSTALLED AT
THE PROPER ELEVATIONS AS SHOWN ON THE DRAWINGS. MATERIALS USED IN THE MANUFACTURE
OF MANHOLE SHAFTS SHALL CONFORM TO THE REQUIREMENTS OF THE APPLICABLE SUBSECTIONS
OF THIS SPECIFICATION. THE CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3,000
PSI AT AN AGE OF ZV DAYS AND SHALL BE ADEQUATELY REINFORCED WITH REINFORCING STEEL.
THE MANHOLE SECTIONS SHALL BE MANUFACTURED BY ASSOCIATED CONCRETE PRODUCTS COSTA
MESA) CALIFORNIA, OR APPROVED EQUAL. SHOP DRAWINGS SHALL BE SUBMITTED IN ACCORDANCE
WITH'SECTION 101.05.
1]
REINFORCEMENT STEEL
104.01 REINFORCEMENT STEEL MATERIALS
0
SP -12
ALL REINFORCEMENT STEEL USED IN STRUCTURES SHALL BE FURNISHED, FABRICATED, AND
INSTALLED BY THE CONTRACTOR. AT THE OPTION OF THE CONTRACTOR, BAR REINFORCEMENT
SHALL BE BILLET STEEL OF STRUCTURAL OR INTERMEDIATE GRADE MEETING THE REQUIREMENTS
OF THE "SPECIFICATIONS FOR BILLET -STEEL BARS FOR CONCRETE REINFORCEMENT'S (ASTM
DESIGNATION A15). THE DEFORMATIONS ON THE BARS SHALL CONFORM TO THE "SPECIFICA-
TIONS FOR MINIMUM REQUIREMENTS FOR THE DEFORMATION OF DEFORMED STEEL BARS FOR
CONCRETE REINFORCEMENT" (ASTM DESIGNATION A305)-
104.02 BENDING, CLEANING, PROTECTING AND PLACING
THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TIE WIRES, CLIPS, METAL SUPPORTS, AND
OTHER APPURTENANCES NECESSARY TO FULFILL THE REQUIREMENTS OF THE SPECIFICATIONS.
THE CONTRACTOR SHALL CUT AND BEND ALL REINFORCEMENT STEEL TO THE DIMENSIONS AND
SHAPES SHOWN ON THE DRAWINGS OR IN ACCORDANCE WITH APPROVED FABRICATION DETAILS.
104.03 SHOP DRAWINGS
THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL REINFORCING STEEL IN ACCORDANCE
WITH SECTION 101.05.
MISCELLANEOUS METALWORK
105.01 GENERAL
SP -13
THE CONTRACTOR SHALL FURNISH FABRICATE AND INSTALL ALL THE MISCELLANEOUS METAL-
WORK AS REQUIRED BY THESE SPECIFICATIONS AND THE ACCOMPANYING DRAWINGS. MISCEL-
LANEOUS METALWORK AS USED HEREIN, IS DEFINED AS ALL ITEMS REQUIRED TO BE FABRI-
CATED FROM STRUCTURAL STEEL SHAPES, PLATES, BARS AND THEIR PRODUCTS. ALL STRUC-
TURAL STEEL SHAPES, PLATES, BARS AND THEIR PRODUCTS SHALL CONFORM TO THE "SPECI-
FICATIONS FOR STEEL BRIDGES AND BUILDINGS" (ASTM DESGINATION AV. ALL MISCELLANEOUS
METAL WORK OF FABRICATED STEEL SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE
WITH SECTION 105.04.
105.02 DRAWINGS REQUIRED OF CONTRACTOR
SHOP DRAWINGS OF ALL MISCELLANEOUS METALWORK SHALL BE SUBMITTED IN ACCORDANCE
WITH SECTION 101.05.
105.03 ANCHOR BOLTS
THE CONTRACTOR SHALL FURNISH AND SET ALL ANCHOR BOLTS. UNLESS OTHERWISE SHOWN, ALL
ANCHOR BOLTS SHALL BE STEEL, GALVANIZED AFTER FABRICATION.
105.04 GALVANIZING
ALL STRUCTURAL STEEL PLATES, SHAPES, BARS AND FABRICATED ASSEMBLIES REQUIRED TO
BE GALVANIZED SHALL, AFTER THE STEEL HAS BEEN THOROUGHLY CLEANED OF RUST AND SCALE,
BE HOT - GALVANIZED IN ACCORDANCE WITH THE "SPECIFICATIONS FOR ZINC (HOT - GALVANIZED)
COATINGS AND PRODUCTS FABRICATED FROM ROLLED, PRESSED AND FORGED STEEL SHAPES,
PLATESP BARS AND STRIP" (ASTM DESIGNATION A123). ANY GALVANIZED PART THAT BECOMES
WARPED DURING THE GALVANIZING OPERATION SHALL BE STRAIGHTENED.
105.05 CAST IRON MANHOLE FRAMES AND COVERS
MANHOLE FRAMES AND COVERS SHALL BE OF THE SIZE AND TYPE SHOWN ON THE DRAWINGS AND
SHALL BE AS MANUFACTURED BY ALHAMBRA FOUNDRYY OR APPROVED EQUAL.
105.06 WELDING
ALL WELDING SHALL BE BY THE SHIELDED ARC METHOD AND SHALL BE IN CONFORMANCE WITH
THE "AWS CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION." QUALIFICATION
OF WELDERS SHALL BE IN ACCORDANCE WITH THE "SPECIFICATIONS FOR STANDARD QUALIFI-
CATION PROCEDURE" OF THE AWS.
•
106.01 GENERAL
PIPING MATERIALS
•
SP -14
(A) THE CONTRACTOR SHALL FURNISH AND INSTALL ALL PIPES FITTINGS SUPPORTS, BOLTS NUTS,
GASKETS, JOINTING MATERIALS, AND APPURTENANCES AS SHOWN ON THE DRAWINGS AND AS
SPECIFIED HEREIN AND SHALL FURNISH AND INSTALL ALL AUXILIARY PIPING AND CONNECTIONS
AS REQUIRED FOR A COMPLETE AND WORKABLE PIPING SYSTEM. ALL PIPE AND FITTINGS SHALL
BE A MINIMUM OF CLASS 150 EXCEPT AS OTHERWISE NOTED.
(B) ALL EXPOSED PIPING SHALL BE ADEQUATELY SUPPORTED WITH DEVICES OF APPROPRIATE
DESIGN. WHERE DETAILS ARE SHOWN ON THE DRAWINGS, THE SUPPORTS .SHALL CONFORM
THERETO AND SHALL BE PLACED AS INDICATED PROVIDED THAT THE SUPPORT FOR ALL PIPING
SHALL BE COMPLETE AND ADEQUATE REGARDLESS OF WHETHER OR NOT SUPPORTING DEVICES ARE
SPECIFICALLY CALLED FOR ON THE DRAWINGS.
106.02 WELDED "STEEL PIPE AND FITTINGS
(A) GENERAL. EXCEPT AS OTHERWISE PROVIDED WELDED STEEL PIPE AND FITTINGS SHALL
BE MANUFACTURED OF STEEL PLATE IN THE THICKNESSES INDICATED ON THE DRAWINGS, BUT IN
NO CASE SHALL THE THICKNESS BE LESS THAN 3/16 OF AN INCH. PIPE MATERIALS, METHODS
OF MANUFACTURES AND SHOP TESTING OF STRAIGHT PIPE SHALL CONFORM TO THE REQUIREMENTS
OF THE "STANDARD FOR FABRICATED ELECTRICALLY - WELDED STEEL WATER PIPE" (AWWA DEsIG-
NATION C201). STEEL PIPE, 12 INCHES IN DIAMETER AND SMALLER SHALL BE SCHEDULE 40
STANDARD STEEL PIPE. ALL OUTLETS 4 -INCH DIAMETER AND LARGER, SHALL BE PROVIDED
WITH REINFORCING DESIGNED FOR A WATER WORKING PRESSURE OF 150 PSI. THE CONTRACTOR
SHALL FURNISH DETAILED SHOP DRAWINGS OF ALL WELDED STEEL PIPE AND FITTINGS IN
ACCORDANCE WITH SECTION 101.05. IN FABRICATING SPECIAL SECTIONS A MARKS CORRES-
PONDING TO THE TRUE VERTICAL AXIS OF THE SPECIAL, SHALL BE MADE ON THE TOP AND
BOTTOM OF THE SPECIAL.
(B) JOINTS
(1) UNLESS OTHERWISE SHOWN, ALL STEEL PIPE SHALL BE PROVIDED WITH
FLANGED JOINTS, SLIP JOINTS WITH FILLET FIELD WELDS ON THE OUTSIDE
ONLY OR BUTT - WELDING STRAPS FOR FIELD WIELDINGIUSING FILLET WELDS
ON THE OUTSIDE ONLY.
(2) WHERE VICTAULIC COUPLINGS ARE SPECIFIED, THE ENDS SHALL BE PREPARED
AS FOLLOWS: THE ENDS -OF PIPE 12 INCHES IN DIAMETER AND SMALLER MAY BE
PLAIN OR .BEVELED TO. -FIT STYLE 99 VICTAULIC ROUST- A- BOUT._000PLINGS.
THE ENDS OF PIPE LARGER THAN 12 INCHES IN DIAMETER SHALL BE BANDED
SP -15
PIPING MATERIALS
AND MACHINED TO MATCH THE DIMENSIONS OF STANDARD VICTAULIC SHOULDERED
ENDS FOR CAST IRON PIPE FOR STYLE 77 VICTAULIC COUPLINGS, AS SHOWN.
(C) STEEL WELDING FITTINGS. STEEL WELDING FITTINGS SHALL CONFORM TO THE REQUIREMENTS
OF THE "SPECIFICATIONS FOR FACTORY -MADE WROUGHT CARBON STEEL AND FERRITIC ALLOY STEEL
WELDING FITTINGS" (ASTM DESIGNATION A234).
(D) FLANGES. EXCEPT AS OTHERWISE SHOWN ON THE DRAWINGS OR PROVIDED HEREIN, MATERIALS,
DIMENSIONS, AND DRILLING OF FLANGES FOR PIPE AND FITTINGS SHALL BE IN ACCORDANCE WITH
THE "AWWA STANDARD FOR STEEL PIPE FLANGES" CLASS D (AWWA DESIGNATION C207)i OR, IN
LIEU THEREOF MAY BE STANDARD 150 -PSI SLIP -ON FLANGES MEETING THE REQUIREMENTS OF
THE ASA SPECIFICATION B16.5• FLANGES SHALL BE FURNISHED WITH FLAT FACES. ALL PIPE
FLANGES SHALL BE ATTACHED WITH BOLT HOLES STRADDLING THE VERTICAL AXIS OF THE PIPE
UNLESS OTHERWISE SHOWN ON THE DRAWINGS. ATTACHMENT OF THE FLANGES TO THE PIPE SHALL
CONFORM TO THE APPLICABLE REQUIREMENTS OF THE ABOVE- REFERENCED AWWA STANDARD C207.
FLANGES ON PIPE SPECIALS WHICH ARE TO MATE WITH FLANGES ON THE COMBINATION PRESSURE
REDUCING AND RATE -OF -FLOW CONTROL VALVES SHALL BE 300 -LB FLANGES MEETING THE REQUIRE-
MENTS OF ASA SPECIFICATION B16.5.
(E) WELDING. ALL HAND WELDING SHALL BE DONE BY WELDERS CERTIFIED IN ACCORDANCE
WITH APPENDIX 11 OF THE "AMERICAN STANDARD CODE FOR PRESSURE PIPING" (ASA DESIGNATION
631.1) OR IN ACCORDANCE WITH THE "STANDARD FOR:FIELD WELDING OF STEEL WATER PIPE
JOINTS" (AWWA DESIGNATION C206).
(F) SHOP TESTING. UPON COMPLETION OF THE WELDING, BUT BEFORE LINING, EACH STEEL
PLATE SECTION SHALL BE BULKHEADED AND TESTED UNDER A HYDROSTATIC PRESSURE OF NOT
LESS THAN 225 PSI, PROVIDED HOWEVER, THAT IF STRAIGHT PIPE USED IN FABRICATING THE
SPECIALS HAS BEEN PREVIOUSLY TESTED IN ACCORDANCE WITH SUBSECTION (A) HEREIN, THE
CIRCUMFERENTIAL WELDS AND ANY OTHER WELDS NOT TESTED HYDROSTATICALLY SHALL BE TESTED
BY A DYE PENETRANT PROCESS USING TURCO DY -CHEK, OR APPROVED EQUALS WITH NO FURTHER
HYDROSTATIC TEST. ANY PIN HOLES OR POROUS WELDS WHICH MAY BE REVEALED BY THE TEST
SHALL BE CHIPPED OUT AND REWELDED AND THE PIPE OR FITTINGS RETESTED.
(G) INTERIOR LINING. WELDED STEEL PIPE SHALL BE LINED WITH CEMENT MORTAR LINING
HAVING A NOMINAL THICKNESS OF 1/4 OF AN INCH = 1/32 OF AN INCH FOR 10 -INCH DIAMETER
PIPE AND SMALLER, 5/16 OF AN INCH t 1/16 OF AN INCH FOR 11 -INCH TO 23 -INCH DIAMETER
PIPES AND 3/8 OF AN INCH ± 116 OF AN INCH FOR 24 -INCH DIAMETER PIPE AND LARGER. THE PIPE
SHALL BE CLEANED OF ALL LOOSE MILL SCALE) RUST, DIRTY GREASE, OR OTHER OBJECTIONABLE
sP -16
PIPING MATERIALS
MATTER. AFTER CLEANING THE INTERIORS THE SURFACE SHALL BE COATED WITH MORTAR. WHER-
EVER PRACTICABLE, THE PIPE SHALL BE LINED CENTRIFUGALLY. PIPE SECTIONS WHICH ARE
IMPRACTICABLE TO LINE BY THE CENTRIFUGAL PROCESS SHALL BE LINED BY HAND METHODS WHICH
WILL INSURE A LINING COMPARABLE TO THAT OBTAINED BY THE CENTRIFUGAL PROCESS; THE
HAND LINING OF SUCH PIPE SHALL BE REINFORCED WITH 2 -INCH X 4 -INCH NO. 12 WELDED WIRE
FABRIC CRIMPED SO AS TO HOLD THE WIRE 3/8 OF AN INCH FROM THE SURFACE OF THE PIPE.
THE FABRIC SHALL BE SECURELY FASTENED TO THE PIPE WITH WELDED CLIPS OR STRIPS OF
STEEL. THE WIRES SPACED 2 INCHES ON CENTERS SHALL EXTEND CIRCUMFERENTIALLY AROUND
THE PIPE. THE ENDS OF REINFORCEMENT STRIPS SHALL BE LAPPED 4 INCHES AND THE FREE
ENDS TIED OR LOOPED TO ASSURE CONTINUITY OF THE REINFORCEMENT. CEMENT, SAND AND WATER
SHALL BE MIXED IN THE PROPORTIONS OF t PART OF PORTLAND CEMENT TO NOT MORE THAN 3
PARTS OF SAND. JUST ENOUGH WATER SHALL BE ADDED FOR PROPER WORKABILITY AND TO INSURE
UNIFORM DISTRIBUTION AROUND THE CIRCUMFERENCE. THE.FINISHED LINING SHALL BE SMOOTH,
DENSER AND UNIFORM THROUGHOUT. IMMEDIATELY AFTER LINING, THE PIPE ENDS SHALL BE
BULKHEADED AND REMAIN BULKHEADED UNTIL THE PIPE IS LAID. THE PIPE SHALL BE CURED
UNDER SPRINKLERS FOR NOT LESS THAN 6 DAYS. THE DATE OF LINING SHALL BE PLAINLY
MARKED ON THE INSIDE OF EACH PIPE LENGTH OR PIPE FITTING.
(H) EXTERIOR COATINGS
('I) THE EXTERIOR SURFACE OF BURIED WELDED STEEL PIPE SHALL BE COATED WITH
A ONE -INCH THICK REINFORCED CEMENT MORTAR COATING. THE COATING SHALL
BE REINFORCED WITH SPIRALLY -WOUND NO. 14 GAGE STEEL WIRE SPACED AT
ONE -INCH CENTERS POSITIONED APPROXIMATELY IN THE CENTER OF THE MORTAR
COATING OR' IN LIEU THEREOF1 WITH 2 -INCH X 4 -INCH, NO. 12 WELDED
WIRE FABRIC CRIMPED SO AS TO HOLD THE WIRE 3/8 OF AN INCH FROM THE
SURFACE OF THE PIPE. THE FABRIC SHALL BE SECURELY FASTENED TO THE PIPE
WITH WELDED CLIPS OR STRIPS OF STEEL. THE WIRES SPACED 2 INCHES ON
CENTERS SHALL EXTEND CIRCUMFERENTIALLY AROUND THE PIPE. THE ENDS
OF REINFORCEMENT STRIPS SHALL BE LAPPED 4 INCHES AND THE FREE ENDS
TIED OR LOOPED TO ASSURE CONTINUITY OF THE REINFORCEMENT. CEMENTI
AGGREGATE AND WATER SHALL BE MIXED IN THE PROPORTIONS OF I PART OF
CEMENT TO NOT MORE THAN 3 PARTS OF SAND. NO MORE THAN 4-1/2 GALLONS OF
WATER SHALL BE USED PER SACK OF CEMENT. AFTER THE OUTSIDE COATING
HAS BEEN APPLIED, THE PIPE SHALL BE CURED FOR 6 DAYS UNDER SPRINKLERS.
PROVISION SHALL BE MADE TO PROTECT THE COATING FROM EROSION DURING
SPRINKLING. THE DATE OF COATING SHALL BE PLAINLY MARKED ON THE INSIDE
OF EACH PIPE LENGTH. ALL CEMENT MORTAR COATED PIPE WHICH IS BURIED SHALL
BE WRAPPED WITH PVC TAPE IN ACCORDANCE WITH SUBSECTION 108.02 (C).
SP -17
PIPING MATERIALS
(2) WELDED STEEL PIPE WHICH IS NOT BURIED SHALL BE CLEANED, PRIMED, AND
FINISH - PAINTED IN ACCORDANCE WITH SECTION 108.02.
106.03 VICTAULIC COUPLINGS
VICTAULIC COUPLINGS SHALL BE DESIGNED FOR A WATER WORKING PRESSURE EQUAL TO THE
DESIGN PRESSURE FOR THE PIPE ON WHICH THEY ARE TO BE INSTALLED, AND SHALL BE EQUIPPED
WITH RUBBER GASKETS FOR WATER SERVICE. VICTAULIC COUPLINGS SHALL BE STYLE 411 OR
STYLE 77 AS SHOWN. BURIED VICTAULIC COUPLINGS SHALL BE EPDXY- COATED AT THE FACTORY
IN ACCORDANCE WITH SECTION 107.10.
106.01+ ROUST -A -BOUT COUPLINGS
ROUST -A -BOUT COUPLINGS SHALL BE DESIGNED FOR A WATER WORKING PRESSURE OF 300 PSI,
AND SHALL BE•STYLE 99 AS MANUFACTURED BY VICTAULIC, INC. BURIED ROUST -A-BOUT
COUPLINGS SHALL BE EPDXY- COATED AT THE FACTORY IN ACCORDANCE WITH SECTION 107.10.
106.05 SLEEVE -TYPE COUPLINGS
SLEEVE -T'BPE COUPLINGS SHALL BE SMITH -BLAIR TYPE 1111, OR APPROVED EQUAL, AND SHALL
BE OF STEEL WITH STEEL BOLTS, WITHOUT PIPE STOP, AND SHALL BE IN SIZES TO FIT THE
PIPE AND FITTINGS SHOWN. THE MIDDLE RING SHALL BE NOT LESS THAN 1/4 -INCH IN THICK-
NESS AND MAY BE EITHER IS 5 OR 7 INCHES LONG. BURIED SLEEVE -TYPE COUPLINGS SHALL BE
PROVIDED WITH TYPE 304 STAINLESS STEEL BOLTS. BURIED SLEEVE -TYPE COUPLINGS SHALL BE
EPDXY- COATED AT THE FACTORY IN ACCORDANCE WITH SECTION 107.10. THE UNBURIED SLEEVE -
TYPE COUPLINGS SHALL HAVE THE INSIDE SURFACE OF THE SLEEVE EPDXY - COATED AT THE
FACTORY IN ACCORDANCE WITH SECTION 107.10.
106.06 GASKETS AND BOLTS FOR FLANGED JOINTS
(A) GASKETS FOR JOINTS SHALL BE FULL -FACE AND CUT FROM 116 -INCH THICK CLOTH- INSERTED
RUBBER SHEET OR MAY BE OF 116 -INCH THICK ASBESTOS FIBER, GRANITE, OR EQUAL-
( 0 ) BOLTS SHALL CONFORM TO THE REQUIREMENTS OF THE "SPEC IF ICA "i IONS FOR STEEL MACHINE
BOLTS AND NUTS AND TAP BOLTS, "GRADE B (ASTM DESIGNATION A307). BOLTS SHALL HAVE A
MINIMUM TENSILE STRENGTH OF 55,000 PSI. ALL BOLTS AND NUTS SHALL BE HOT -DIP GALVANIZED.
rl
PIPING MATERIALS
106.07 SMALL STEEL PIPE
16
sP -18
ALL PRESSURE PIPING OF SMALL DIAMETER (3 -INCH DIAMETER OR LESS) OTHER THAN COPPER
TUBING AND RED BRASS PIPING, AND ALL VENT PIPING, SHALL BE GALVANIZED STEEL AND
SHALL CONFORM TO THE REQUIREMENTS OF THE "SPECIFICATIONS FOR BLACK AND HOT- DIPPED
ZINC- COATED (GALVANIZED) WELDED AND SEAMLESS STEEL PIPE FOR ORDINARY USES" (ASTM
DESIGNATION A120). FITTINGS SHALL BE GALVANIZED MALLEABLE IRON. EXCEPT AS OTHER-
WISE SHOWN, ALL GALVANIZED PIPE SHALL BE STANDARD WEIGHT. ALL GALVANIZED STEEL
PIPE AND FITTINGS WHICH ARE TO BE BURIED SHALL BE WRAPPED WITH PVC TAPE IN ACCORD-
ANCE WITH SUBSECTION io8.02 (C).
106.08 RED BRASS PIPE AND FITTINGS
ALL BRASS PIPE AND BRONZE FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF THE
"SPECIFICATIONS FOR SEAMLESS RED BRASS PIPE, STANDARD SIZES" (ASTM DESIGNATION B43)
AND "SPECIFICATIONS FOR COMPOSITION BRONZE OR OUNCE METAL CASTINGS" (ASTM DESIG-
NATION B62).
106.09 COPPER TUBING
COPPER TUBING SHALL BE SEAMLESS ANNEALED COPPER TUBE AND SHALL CONFORM TO THEE RE-
QUIREMENTS OF THE "SPECIFICATIONS FOR COPPER WATER TUBE" (ASTM DESIGNATION 888),
AND SHALL BE TYPE K.
0 6
VALVES
107.01 GENERAL
SP -19
(A) THE CONTRACTOR SHALL FURNISH AND INSTALL ALL VALVES SHOWN. ALL VALVES SHALL BE
NEW AND OF RECENT MANUFACTURE.
(B) THE FLANGES OF VALVES MAY BE EITHER RAISED OR PLAIN -FACED AND SHALL BE FACED AND
DRILLED TO 125 -POUND AMERICAN STANDARD DIMENSIONS AS SPECIFIEDy UNLESS OTHERWISE
SHOWN ON THE DRAWINGS.
(C) EACH VALVE BODY SHALL BE TESTED UNDER A TEST PRESSURE EQUAL TO TWICE ITS DESIGN
WATER WORKING PRESSURE.
(D) UNLESS OTHERWISE PROVIDED, ALL INTERIOR BRONZE PARTS OF VALVES, EXCEPT GATE
VALVE STEMS1 SHALL CONFORM TO THE REQUIREMENTS OF ASTM SPECIFICATION 862. GATE
VALVE STEMS SHALL BE OF BRONZE CON7AINING NOT MORE THAN 5 PERCENT OF ZINC NOR MORE
THAN 2 PERCENT OF ALUMINUM AND SHALL HAVE A MINIMUM TENSILE STRENGTH OF EO,000 PSI,
A YIELD STRENGTH OF 40,000 PSIS AND AN ELONGATION OF AT LEAST 10 PERCENT IN 2 INCHES,
AS DETERMINED BY A TEST COUPON POURED FROM THE SAME LADLE FROM WHICH THE VALVE STEM
TO BE FURNISHED IS POURED.
(E) EXCEPT AS OTHERWISE PROVIDED IN SUBSECTION 107.02, ALL FERROUS SURFACES IN THE
WATER PASSAGES OF ALL VALVES, 4 -INCH AND LARGER SHALL BE COATED WITH EPDXY COATING
MEETING THE REQUIREMENTS OF SECTION 107.10.
107.02 PLUG VALVES
PLUG VALVES SHALL BE OF THE TAPERED PLUG TYPES WORM GEAR OPERATED WITH FLANGED ENDS,
AND SHALL BE DESIGNED FOR HANDWHEEL OR WRENCH OPERATION AS SHOWN. WRENCH - OPERATED
VALVES SHALL BE FURNISHED WITH WRENCHES. VALVE BODIES AND PLUGS SHALL BE CONSTRUCTED
OF CAST IRON. ALL SURFACES OF THE PLUGS SHALL BE COATED WITH A DRY FILM LUBRICANT,
POLYFLUORIDE OR APPROVED EQUAL, PERMANENTLY BONDED TO THE METAL SURFACE. ALL OTHER
FERROUS SURFACES IN THE WATER PASSAGES OF THE VALVES (EXCLUDING STAINLESS STEEL
SURFACES) SHALL BE COATED IN ACCORDANCE WITH SUBSECTION 107.01(E). OTHER PARTS
SHALL BE CONSTRUCTED OF MATERIALS BEST SUITED TO THE REQUIREMENTS OF EACH PART
AND RESISTANT TO WEAR DUE TO CORROSION OR FRICTION. THE VALVES SHALL BE PROVIDED
WITH A FITTING DESIGNED TO PROVIDE FOR APPLICATION OF A SEALANT THROUGH A CHECK
VALVE PROTECTED PASSAGE IN THE STEM. PROVISION SHALL BE MADE BY DUCTS OR GROOVES
TO INSURE THE MAINTENANCE OF A CLOSED PRESSURIZED SEALANT SYSTEM BETWEEN ALL
CONTACT SURFACES OF MOVING PARTS. THE PLUG SHALL BE HELD TOWARD ITS SEAT BY A
FACTORY ADJUSTED GLAND ASSEMBLY, SET FOR PROPER SEALING AND OPERATING TORQUE.
THE GLAND ASSEMBLY SHALL BE ADJUSTABLE FROM THE VALVE EXTERIOR AND SHALL UTILIZE EITHER
SPRING WASHERS OR GLAND DEFLECTION TO ALLOW PLUG UNSEATING WHEN PRESSURIZED SEALANT IS
• i
SP -20
VALVES
INJECTED. VALVE COVERS SHALL BE FITTED WITH FORGED STEEL COVERS AND FLEXIBLE
ANTIFRICTION DIAPHRAGM UNDER COVER GASKET. VALVE BODIES AND PLUGS SHALL
HAVE SMOOTHLY FINISHED WATER PASSAGES FREE FROM SHARP CORNERS WHEN THE PLUGS
ARE IN THE WIDE -OPEN POSITION. THE VALVES SHALL BE DESIGNED FOR A WATER
WORKING PRESSURE OF AT LEAST 200 PSI. DIMENSIONS AND DRILLING OF
FLANGES SHALL CONFORM TO THE REQUIREMENTS OF SUBSECTION 107.01(8). ALL VALVES
SHALL BE FIG. 165 OR 169, AS MANUFACTURED BY ROCKWELL- NORDSTROM MANUFACTURING
COMPANY, OR APPROVED EQUAL.
107.03 BUTTERFLY VALVES
(A) FLANGED BUTTERFLY VALVES. BUTTERFLY VALVES SHALL CONFORM TO THE
"STANDARD FOR RUBBER - SEATED BUTTERFLY VALVE'S" (AWWA DESIGNATION C504), EXCEPT
THAT FLANGED BUTTERFLY VALVES MAY BE OF A SHORTER LAYING LENGTH AND THE SEAT
MAY BE BONDED INTO A GROOVE IN THE VALVE BODY. THE VALVES SHALL BE OF THE
CLASS.INDICATED ON THE DRAWINGS. VALVE BODIES SHALL BE CAST IRON CONFORMING TO
THE- °SPECIFICAT;ION FOR GRAY CAST IRON CASTINGS FOR VALVES FLANGES, AND PIPE
FITTINGS" (ASTM DESIGNATION A126), CLASS B. VALVE SHAFTS SHALL BE OF TYPE 3o4
STAINLESS STEEL, RUNNING IN °OILITE", OR APPROVED - EQUAL, SLEEVE -'TYPE BEARINGS,
AND FITTED AT THE OUTER END FOR CONNECTION TO OPERATING GEARING. FERROUS SUR-
FACES IN THE WATER PASSAGES OF ALL VALVES (EXCLUDING THOSE SURFACES MANUFACTURED
OF NON- CORROSIVE MATERIALS) SHALL BE COATED IN ACCORDANCE WITH SUBSECTION
107.OI(E).
(e) MANUAL OPERATORS
(1) MANUAL OPERATION SHALL BE THROUGH TOTALLY ENCLOSED PERMANENTLY
LUBRICATED GEAR REDUCERS WHICH PROVIDE AT LEAST 40 REVOLUTIONS OF
THE OPERATOR INPUT SHAFT TO OPEN OR CLOSE THE VALVE. GEAR REDUCERS
SHALL HAVE SELF - LOCKING WORM -TYPE GEARING.
(2) THE VALVES SHALL BE EQUIPPED WITH HANDWHEELS. OPEN AND CLOSE STOPS
SHALL BE PROVIDED TO LIMIT VALVE DISC TRAVEL. THE HANDWHEEL OPERATORS
SHALL BE EQUIPPED WITH POSITION INDICATORS AND LOCKING DEVICES.
107.04 COMBINATION PRESSURE - REDUCING AND RATE -OF -FLOW CONTROL VALVES
COMBINATION PRESSURE - REDUCING AND RATE -OF -FLOW CONTROL VALVES SHALL BE OF THE
SIZES SHOWN, AND SHALL BE FLANGED, OF THE GLOBE TYPE, WITH CAST IRON BODY.
REGULATION OF DOWNSTREAM PRESSURE SHALL BE ACCOMPLISHED BY MEANS OF A SIMPLE
ADJUSTING SCREW. THE VALVE MUST OPEN TO THE FULL AREA OF THE PIPE AND THE
PILOT VALVE SHALL BE A DIRECT - ACTING, SPRING - LOADED VALVE DESIGNED WITH
A LARGE DIAPHRAGM AND EFFECTIVE WORKING AREA TO INSURE SENSITITIVE
0 i
SP -21
VALVES
CONTROL AND ACCURATE REGULATION OF THE REQUIRED PRESSURE. THE VALVES SHALL
BE CAPABLE OF REDUCING THE PRESSURE ON THE DOWNSTREAM SIDE OF THE VALVE TO
PRESSURES WHICH MAY BE ADJUSTED BETWEEN 30 AND 110 PSI. ORIFICE PLATES SHALL
BE SIZED SO AS TO LIMIT THE COMBINED FLOW THROUGH BOTH LINES IN THE VALVE
STRUCTURE D TO 3,000 GPM. VALVE SEATS SHALL.BE REPLACEABLE AND SHALL BE OF
TYPE 301E STAINLESS STEEL. THE SHAFTS AND STEMS SHALL BE.OF TYPE 301E STAINLESS
STEEL AND SHALL BE GUIDED BY TWO BEARING GUIDES, ONE IN THE COVER CHAMBER AND
ONE IN THE SEAT RING. VALVES SHALL BE CLA -VAL N0. 49A, RATE -OF -FLOW CONTROL
AND PRESSURE REDUCING VALVES, 250 PSI, OR APPROVED EQUAL.
107.05 CORPORATION STOPS
CORPORATION STOPS SHALL BE.JAMES JONES, NO. J-1500 OR J-1505 AS SHOWN, OR
APPROVED EQUAL. .
107.06 PRESSURE GAGES
THE PRESSURE GAGES SHALL HAVE STEEL CASES, 1 /4- INCH NPT BOTTOM CONNECTION,
STAINLESS STEEL, BOURDON TUBES, STAINLESS STEEL MOVEMENTS, BLACK FACES WITH
WHITE MARKINGS AND SHALL BE ACCURATE TO-WITHIN 0.5 PERCENT OF THE DIAL RANGES.
THE RANGE SHALL BE AS SHOWN. THE GAGES SHALL BE MOUNTED AS SHOWN ON THE
DRAWINGS AND SHALL BE FOXBORO MODEL "M ", OR APPROVED EQUAL.
107.07 AIR - VACUUM AND AIR - RELEASE VALVES
AIR- VACUUM AND AIR - RELEASE VALVES SHALL HAVE FLOATS CONSTRUCTED OF STAINLESS
STEEL AND SHALL BE DESIGNED FOR A WATER WORKING PRESSURE OF 150 PSI. VALVE
SIZES SHALL BE AS SHOWN ON THE DRAWINGS.
107.08 ECCENTRIC PLUG VALVES
PLUG VALVES, SMALLER THAN 4 INCHES, SHALL BE LEVER- OPERATED RUBBER - FACED,'
ECCENTRIC PLUG VALVES MANUFACTURED BY DEZURIK CORPORATION OR APPROVED EQUAL-
107.09 GATE VALVES
GATE VALVES SHALL CONFORM TO THE "STANDARD FOR GATE VALVES FOR ORDINARY WATER
WORKS-SERVICE" (AWWA DESIGNATION C500)- VALVES SHALL BE DESIGNED FOR A
WATER - WORKING PRESSURE OF 175 PSI AND-SHALL BE IRON BODY, BOTTOM WEDGING,
DOUBLE -DISC WITH PARALLEL SEATS, OPENING TO THE LEFT AND PROVIDED WITH A 2 -INCH
SQUARE OPERATING NUT. ALL INTERIOR PARTS OF VALVES, INCLUDING DISCS, SHALL BE
CONSTRUCTED OF BRONZE CONFORMING TO SUBSECTION 107.01(D). GATE VALVES SHALL
BE FURNISHED WITH FLANGED ENDS, "0" RING SEALS AND SHALL BE NON- RISING STEM.
FERROUS SURFACES IN THE WATER PASSAGES OF THE VALVE SHALL BE COATED IN ACCOR-
DANCE WITH SUBSECTION 107.OI(E).
SP -22
VALVES
101.10 EPDXY COATINGS
(A) SURFACE PREPARATION. ALL OIL AND GREASE SHALL BE REMOVED.FROM THE METAL
BY CAUSTIC DEGREASING OR STEAM CLEANING. THE SURFACE SHALL BE SANDBLASTED TO
WHITE METAL. IN ORDER TO OBTAIN MAXIMUM ADHESION OF EPDXY COATING, THE GRIT
USED FOR BLASTING SHALL BE COARSE ENOUGH TO IMPART A TOOTH IN THE METAL EQUAL
TO 25 PERCENT OF THE THICKNESS OF THE COATING TO BE APPLIED. THE METAL SHALL
BE CLEANED AFTER SANDBLASTING WITH CLEANS DRY COMPRESSED AIR. USE OF RAGS TO
REMOVE RESIDUAL DUST AFTER SANDBLASTING WILL NOT BE PERMITTED.
(8) MATERIAL. ONE HUNDRED PERCENT EPDXY MATERIAL SHALL BE USED IN ALL COATINGS.
THE MATERIAL USED SHALL BE ONE OF THE FOLLOWING: DOW CORNING EPDXY DC 3100
FURANE PLASTICS NO. 268, MINNESOTA MINING AND MANUFACTURING COMPANY "SCOTCHCOAT".
MICHIGAN CHROME AND CHEMICAL CO. "MICCRON 650 ", OR APPROVED EQUAL.
(C) PREHEATING. AREAS THAT ARE NOT TO BE COATED SHALL BE MASKED USING 500 -
DEGREE MASKING TAPE, SIMILAR TO MINNESOTA MINING AND MANUFACTURING CO.'S
PERMACEL. THE PART TO BE COATED SHALL BE PLACED IN AN OVEN AND PREHEATED TO THE
TEMPERATURE SPECIFIED BY THE EPDXY MANUFACTURER. AN ACCURATE TEMPERATURE
MEASURING DEVICE SUCH AS A PYROMETER SHALL BE USED TO DETERMINE THE SUBSTRATE
TEMPERATURE.
(D) APPLICATION. THE EPDXY SHALL BE APPLIED AS A POWDER TO THE HEATED METAL BY
ONE OF THE FOLLOWING METHODS:
(1) ELECTROSTATIC METHOD. THE POWDER SHALL BE APPLIED, TO THE HEATED
GROUNDED METAL PART WHICH HAS BEEN ELECTROSTATICALLY CHARGED BY MEANS
OF A CURRENT OF APPROXIMATELY 1 -112 AMPERES AT APPROXIMATELY 400 VOLTS.
AFTER APPLICATION OF THE EPDXY THE PART SHALL BE REHEATED AS SPECIFIED
BY THE MANUFACTURER TO FUSE THE EPDXY. EQUIPMENT FOR APPLYING THE EPDXY
POWDER SHALL BE THE SAMES ELECTROSTATIC POWDER SPRAYS OR APPROVED EQUAL.
PARTICULAR CARE SHALL BE GIVEN TO PROTECTION OF NON- FERROUS MASKED PARTS.
THE FINISHED PRODUCT SHALL BE CAREFULLY EXAMINED FOR EPDXY INTERFERENCE
WORKING PARTS.
(2) HEAT FUSION METHOD. THE PART SHALL BE PREPARED AS "OUTLINED
ABOVE AND HEATED FOR A SUFFICIENT PERIOD TO DRIVE OUT ALL MOISTURE
FROM THE METAL. EPDXY POWDER SHALL BE APPLIED USING AN AIR SPRAY
DEVICE DESIGNED TO EXCLUDE MOISTURE FROM THE SPRAY AIR. THE PART
0
SP -23
VALVES
MUST BE PREHEATED TO MAINTAIN A SURFACE TEMPERATURE HIGH ENOUGH
TO CAUSE INSTANT EPDXY FUSION DURING'-THE ENTIRE APPLICATION PROCESS.
AFTER COATING, THE PART SHALL BE REHEATED AS SPECIFIED BY THE MANU-
FACTURER. PARTICULAR CARE SHALL BE TAKEN TO PROTECT NON- FERROUS
MASKED PARTS. THE FINISHED PRODUCT SHALL BE CAREFULLY EXAMINED
FOR EPDXY INTERFERENCE ON WORKING PARTS. -
(E). THICKNESS OF COATING. THE MINIMUM DRY COATING THICKNESS SHALL BE
8 MILS PROVIDED HOWEVER,.THAT THE THICKNESS OF COATING °IN THE GROOVES
FOR VALVES OR FITTINGS DESIGNED TO RECEIVE A RUBBER GASKET SHALL BE
APPROXIMATELY 5 MILS.
(F) INSPECTION. COATING THICKNESS SHALL BE CHECKED WITH A NON: DESTRUCTIVE
MAGNETIC -TYPE THICKNESS GAGE. COATING INTEGRITY SHALL BE TESTED WITH A
67 -1/2 VOLT TINKER RASOR HOLIDAY TESTER OR ASPARK TESTING UNIT OPERATING
AT APPROXIMATELY 21000 VOLTS. ALL PINHOLES ",SHALL. BE MARKED REPAIRED, AND
RETESTED. No PINHOLES OR IRREGULARITIES SHALL BE PERMITTED IN THE FINAL
COATING.
(G) HAND- APPLIED EPDXY.. WHERE HAND- APPLIED.EPDXY IS SPECIFIED IT SHALL
BE NARMCO NO. 3135, AS MANUFACTURED BY NARMCO MATERIALS DIVISION,
TELECOMPUTING CORPORATIONS COSTA MESA, CALIFORNIA. OR APPROVED EQUAL.
SURFACE PREPARATION AND PREHEATING SHALL BE IN STRICT ACCORDANCE WITH THE
MANUFACTURER S INSTRUCTIONS. THICKNESS AND INSPECTION SHALL BE IN ACCORD-
ANCE WITH (E) AND (F) ABOVE.
(H) FIELD REPAIRS. IF SMALL LOCAL REPAIRS ARE NECESSARY, THEY SHALL BE
MADE USING NARMCO N0. 3135, OR APPROVED EQUAL. THE SURFACE MUST FIRST
BE CLEANED WITH AN OIL -FREE SOLVENT AND CLEAN DRY RAGS.
107.11 RECORDING PRESSURE GAUGE
THE INSTALLATION OF THE BRISTOL MODEL 680 (IG- 68o- 14- Z22 -z38A) RECORDING
PRESSURE GAUGE (12" CHART) WITH SOLID DOOR-WEATHER PROOF CASE-AND POLE
MOUNTING SHALL 'INCLUDE ALL NECESSARY PIPING, COPPER TUBING AND CONCRETE
FOUNDATION SUPPORTS TO PROVIDE A COMPLETE OPERATING RECORDING SYSTEM AS
SHOWN ON THE PLANS.
THE GAUGE SHALL BE EQUIPPED WITH 7 -DAY CHART SPRING - WOUNDS NI°SPAN -C ELEMENT,
SINGLE PEN WITH A CAPILLARY TUBE AND A RANGE OF 0 TO 200 PSI.
0
SP -24
INSTALLATION OF PIPING
IC8.01 INSTALLATION OF WELDED STEEL PIPE
(A) AT ALL TIMES WHEN THE WORK OF INSTALLING PIPE IS NOT IN PROGRESS, ALL
OPENINGS INTO THE PIPE AND THE ENDS OF THE PIPE IN THE TRENCHES SHALL BE
KEPT TIGHTLY CLOSED TC PREVENT ENTRANCE OF ANIMALS AND FOREIGN MATERIALS.
THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT THE PIPE
FROM FLOATING DUE TO WATER ENTERING THE..TRENCH FROM ANY SOURCES SHALL ASSUME
FULL RESPONSIBILITY FOR ANY DAMAGE DUE TO THIS CAUSE AND SHALL AT HIS OWN
EXPENSE RESTORE AND REPLACE THE PIPE TO ITS SPECIFIED CONDITION AND GRADE IF
IT IS DISPLACED DUE TO FLOATING. THE CONTRACTOR SHALL MAINTAIN THE INSIDE
OF THE PIPE.FREE FROM FOREIGN MATERIALS AND IN A CLEAN AND SANITARY CONDITION
UNTIL ITS ACCEPTANCE BY THE CITY.
(B) THE PIPE SECTIONS SHALL BE LAID IN PLACE TO TRUE ALIGNMENT AND GRADE IN
ACCORDANCE WITH THE DRAWINGS. SPECIAL CARE SHALL BE TAKEN IN PLACING THE
PIPE AND MAKING THE FIELD JOINTS. BUMPING OF THE PIPE IN THE TRENCH WILL NOT
BE PERMITTED. FABRIC SLINGS SHALL BE USED FOR HANDLING COATED PIPE, AND
SANDBAGS SHALL BE USED TO SUPPORT THE PIPE WHEN STOCKPILED. CONCRETE THRUST
BLOCKS SHALL BE PROVIDED AT THE LOCATIONS AND IN THE SIZES SHOWN ON THE DRAW-
INGS. BELL HOLES OF AMPLE SIZE SHALL BE DUG WHERE JOINTS ARE TO BE WELDED.
FOR PIPE 20 -INCH AND SMALLER, THE JOINTS SHALL BE MADE BY DAUBING THE BELL
END OF THE PIPE WITH MORTAR CONTAINING I PART OF LUMNITE CEMENT TO NOT MORE
THAN 3 PARTS OF SAND,INSERTING THE SPIGOT INTO THE BELL AND FORCING IT TO THE
BOTTOM.OF THE BELL. EXCESS MORTAR-ON THE INSIDE SHALL. BE SWABBED OUT. FOR
THE PIPE LARGER THAN 20 INCH THE JOINTS SHALL BE POINTED ON THE INSIDE AFTER
THE TRENCH HAS BEEN BACKFILLED. THE JOINTS SHALL BE FIELD - WELDED IN ACCORD-
ANCE WITH THE "STANDARD FOR FIELD WELDING OF STEEL WATER PIPE JOINTS" (AWWA
DESIGNATION C206). THE SIZE OF WELDING ROD USED THE NUMBER OF PASSESO
AND TIME INTERVAL BETWEEN PASSES SHALL BE CAREFULLY CONTROLLED TO AVOID
DAMAGE TO THE CEMENT - MORTAR LINING. AFTER WELDING T.HE SURFACES NEAR THE
WELDS SHALL BE CLEANED OF ALL DIRT, SCALE OR WELDING FLUX AND PROVIDED WITH A
PROTECTIVE COATING CONFORMING TO THE REQUIREMENTS OF SUBSECTION 106.02(H).
(C) WHERE BUTT - STRAPS OR CLOSURE PIECES ARE USED, BOTH THE INTERIOR AND EX-
TERIOR SURFACES OF THE BUTT - STRAPS OR CLOSURE PIECES SHALL BE GIVEN A COATING
EQUIVALENT TO THE FACTORY - APPLIED COATING OF THE ADJOINING;PIPE SECTIONS. THE
EXTERIOR CEMENT MORTAR COATING IN SUCH CASES SHALL BE REINFORCED WITH WIRE
MESH. THE INTERIOR CEMENT MORTAR LINING SHALL BE SIMILARLY REINFORCED
WHERE THE EXPOSED LENGTH OF THE BUTT -STRAP OR CLOSURE PIECE, AS MEASURED
BETWEEN THE ENDS OF THE CONNECTED PIPE SECTIONS EXCEEDS 4 INCHES.
SP -25
INSTALLATION OF PIPING
108.02 FIELD APPLICATION OF PROTECTIVE COATINGS
(A) BURIED VALVES AND FLANGED JOINTS. EXCEPT AS OTHERWISE SHOWN, ALL BURIED
VALVES) FLANGED JOINTS) AND OTHER BURIED ITEMS WHICH ARE NOT GAL- VANIZED) EPDXY -
COATED) OR MORTAR - COATED) SHALL BE THOROUGHLY CLEANED AND GIVEN TWO COATS OF EC-
244 AS MANUFACTURED BY MINNESOTA MINING AND MANUFACTURING COMPANY) OR APPROVED
EQUAL. THE DRY THICKNESS SHALL BE AT LEAST I/8 OF AN INCH OVER ALL SURFACES.
THE COATING SHALL BE APPLIED STRICTLY IN ACCORDANCE WITH THE MANUFACTURERS
RECOMMENDATIONS.
(B) PIPING AND VALVING IN STRUCTURES'. EXPOSED UNGALVANIZED METAL SURFACES
OF PIPING -IN STRUCTURES AND ABOVE, GROUND SHALL BE PAINTED WITH ONE PRIME
COAT OF N0. 5210 YELLOW ZINC CHROMATE) AND ONE PRIME COAT OF No. 5176
CORROSION INHIBITIVE RED PRIMER) FOLLOWED BY TWO FINISH COATS OF NO.
9645 -2 DARK GREEN HEAVY-DUTY ALUMIZOL) AS MANUFACTURED BY GILMORE AND
NOLAN) INC. 1451 SOUTH LORENA STREET) LOS ANGELES)'CALIFORNIA. PRIOR TO
PAINTING) WIRE BRUSHES OR ABRASIVES SHALL BE USED WHERE NECESSARY TO RENDER
THE SURFACES CLEAN AND DRY. NO PAINTING SHALL BE DONE WHEN THE RELATIVE
HUMIDITY EXCEEDS 60 PERCENT.
(c) BURIED GALVANIZED IRON PIPE AND WELDED STEEL PIPE. BURIED GALVANIZED
IRON PIPE AND MORTAR - COATED WELDED STEEL PIPE SHALL BE WRAPPED WITH A
20 -MIL ADHESIVE POLYVINYL CHLORIDE (PVC) TAPE) HALF LAPPED. FITTINGS AND
COUPLINGS SHALL BE FIRST PRIMED) THEN WRAPPED WITH POLYVINYL CHLORIDE
TAPE TO A 40 -MIL THICKNESS IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS.
108.03 CONNECTIONS TO EXISTING SYSTEM
WHEN THE CONNECTI'DNS ARE MADE) ABOUT TWO ounc ES OF HTH SHALL BE PLACED IN THE
PIPE AT EACH POINT WHERE THE EXISTING MAIN IS CUT. ALL NEW PIPE AND FITTINGS SHALL
BE SWABBED INTERNALLY WITH AN APPROVED CHLORINE SOLUTION. THE CONNECTIONS SHALL
BE MADE IN THE PRESENCE OF THE CITY INSPECTOR.
108.04 PIPELINE TESTS
IT IS IMPRACTICAL TO TEST THE PIPING PRIOR TO RETURNING THE SYSTEM TO SERVICE_
BUT THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING CONSTRUCTED A "TIGHT"
SYSTEM. IF ANY NOTICEABLE LEAKS OCCUR) THE CONTRACTOR SHALL BE RESPONSIBLE
FOR STOPPING SAID LEAKS AND ANY DEFECTIVE PIPING OR VALVES SHALL BE REPAIRED
OR REPLACED.
THE ST PAUL S1�LUL FIRE AND-MARINE INSURANCE C•ANY
NSiF `- `,.,,.. cs ST. PAUL MERCURY INSURANCE COMPANY
IEw F,° \
°• ° ° ° ° °° °•-° °° °° ° °° CERTIFICATE OF INSURANCE
This is to certify that the following policies, subject to the terms, conditions and exclusions have been issued by
this Company.
The Company will mail to the party to whom this Certificate is issued a record of any material change in or can-
cellation of said policy or policies giving ten (10) day notice
of said change or cancellation
NAME AND ADDRESS OF PARTY TO WHOM CERTIFICATE IS ISSUED: APPROVED AS To F.0 M
CITY OF NEWPORT BEACH Da,e• Zv
3300 Newport Blvd. C1T Niy
Newporr t Beach, California
8.
NAMEAND
ADDRESS OF 2425 Gundry Avenue
INSURED ' Long Beach, California
TYPE OF INSURANCE
EFFECTIVE
EXPIRATION
LIMITS OF LIABILITY
AND POLICY NO.
DATE
DATE
'WORKMEN'S
COMPENSATION
STATUTORY — In
conformance with
the Compensation Law of the State of:
No.
PUBLIC LIABILITY
BODILY INJURY
EACH
PERSON
I EACH
ACCIDENT
AGGREGATE
PRODUCTS
No 5o4JHO849
8-9 -65
8 -9 -66
100,000
$300,000
$300,000
—�
PUBLIC LIABILITY
PROPERTY DAMAGE
-
- _
EACH
ACCIDENT
AGGREGATE
OPERATIONS
AGGREGATE
PROTECTIVE
AGGREGATE
PRODUCTS
AGGREGATE
CONTRACTUAL
No 5o4,sio849
8-9 -65
B-9 -66
$100,000_
$1000000
$1000000
$1000000
AUTOMOBILE
BODILY INJURY
I
I
_100,000
EACH
PERSON
EACH
ACCIDENT
_
No. 5041Ho849
8-9 -65
8-9 -66
1000000
$300,000
AUTOMOBILE
EACH
PROPERTY DAMAGE
ACCIDENT
No 5o4dHo849
8 -9 -65
8-9 -66
100,000
No.
No.
No.
REMARKS:
CERTIFICATE HOLDER IS HEREBY NAMED AS ADDITIONAL INSURED ON THIS POLICY
AS RESPECTS
CONTRACT NO.
ARNOLD & EATON
5109 Los Coyotes Diagonal
Long Beach 15, California
GEnevo 3 -7435
1029 - CONSTRUCTION OF PALISADES ROAD -
CAMPUS DRIVE PRESSURE REDUCING STATION
Dated----- ------- --- ------ --5 -1.8-66 - By -� -� 1 vi S C /A� - �
_-------------- --------------
10753 Rev. 1-61 ARNOLD i EATON k01LE)
�' PY��wE• - -y, ADDITIONAL INSUV
ENDORSEMENT
g p y 504JH0
v� w Attached to and forming art of Policy No .......... ............. ...._...._AFPZOVED AS TO FORM
i u
*The /ollowing spaces need not be completed if this Date: 1-a -�
y` `96 endorsement and the policy have the same inception dat
C. I TY AT�RR NEY
*Effective Date of Endorsement ------ . ... 5 -18-66 o ^. o..E AND TEA . - - -_. 8 -
- - - - ------ ---
"Issued to ... - ..IdES.T...ANR..N1GfiS,- INC" --------------- ----------------------------------------------------------....- --- -- ------ -------- ----- - - --- --
In Witness Whereof, the Company has caused this endorsement to be signed by its President at St. Paul, Minnesota
and countersigned by a duly authorized agent of the Company.
v
".....L J -° l X 11 tiS.�R.�L!K- - - Agent
C. H. ARNOLD - ARNOLD 8 EATON
In consideration of an additional premium to be charged at AUDIT, it is hereby agreed that the
coverage afforded by this policy shall also apply to THE CITY OF NEW PORT BEACH as ADDITIONAL
INSURED, but only.as respects liability arising out of.operations performed for such additional
insured - -by the Named Insured and general supervision thereof by such additival insured, if the
occurrence or accident occurs in the course of such operations by the Named Insureds as
respects Contract No. 1029.
It is hereby understood and agreed that the policy to which this certificate and endorsement
refers may not be cancelled, materially changed, nor the amount of coverage thereof reduced,
nor the policy allowed to lapse until ten (10) days after receipt by the City Clerk of the
City of Newport Beach, City Hall, Newport Beach, Calif,rnia, of a registered written notice
of smtlifitgispAAtth ?pinedshaiMe held to nar�valterr,, waive or extend any of the terms, conditions, provisions,
agreements or limitations of the above mentioned Policy, other than as above stated.
10701 ACV. 5 -58 Printed in U. S. A.
President.
INDUSTRIAL INDEMNITY COMPANY CERTIFICATE
,. (A STOCK COM Y) ,APPROVED TO FORM OF
NAMED HOME OFFICE SAN CISCO
Date: GG INSURANCE
INSURED WEST AND WIGGS, INC. •CITY ATTORNEY
2425 Gundry Avenue
Long Beach, California
CERTIFICATE CERTIFICATE
ISSUED TO CITY OF NEWPORT BEACH : IISSUED BY . INDUSTRIA INDEMNITY COMPANY
City Hall g , P.O.Box 22520.1gaiinal Annex
Newport Beach, California • Los Angeles, California
cmv
Effective any loss under Physical Damage Coverage is payable as interests may appear to the Named Insured
and the Lienholder named below in accordance with Loss Payable Endorsement (49A) on reverse side.
LIENHOLDER .
Az re eclx ih. Lnll..minn H. —ih.A
YEAR TRADE NAME BODY TYPE AND MODEL SERIAL NUMBER
INDUSTRIAL INDEMNITY COMPANY has issued coverage,effective as of the dates and for the periods and limits
specified below and subject to all terms, conditions, provisions, exclusions and limitations of the described Binders or Policies
whether shown by endorsement or otherwise.
KIND OF INSURANCE
POLICY NUMBER
POLICY PERIOD
LIMITS OF LIABILITY
COMPENSATION
EFF
CP 326933
1 -1 -67
CALIFORNIA
OCCURRENCE
WORKMEN'S COMPENSATION
EXP
EMPLOYERS ILIITS2000,000 PER
COMPENSATION
EFF
STATUTORY COMPENSATION STATE(S) OF
WORKMEN'S COMPENSATION
EXP
EMPLOYER'S LIABILITY —$ PER OCCURRENCE
LIABILITY
EACH PERSON EACH ACCIDENT
BODILY INJURY LIABILITY —
AUTOMOBILE
$ $
EACH PERSON EACH ACCIDENT
BODILY INJURY LIABILITY —
EXCEPT AUTOMOBILE
EFF
$ $
EACH ACCIDENT
PROPERTY DAMAGE LIABILITY —
AUTOMOBILE
EXP
$
EACH ACCIDENT AGGREGATE
PROPERTY DAMAGE LIABILITY —
EXCEPT AUTOMOBILE
$ $
AUTOMOBILE PHYSICAL DAMAGE
COMPREHENSIVE
EFF
$
FIRE, LIGHTNING 6 TRANSPORTATION
$
THEFT (BROAD FORM)
EXP
$
COLLISION OR UPSET
ACTUAL CASH VALUE LESS $ DEDUCTIBLE
EFF
REPLACEMENT COST PER
GLASS
SCHEDULE FILED WITH COMPANY
EXP
EFF
INLAND MARINE
EXP
$
EFF
EXP
$
REMARKS:
IThis policy shall not be Canceled nor reduced in coverage until after 10 days written notice of such cancelation or
t reduction in coverage shall have been mailed to this certificate holder.
Certified this 18th day of May 19 66
t' IND �TRIA� INDE NITY COMPANY '
Producer ARNOLD d EATON � 1.
. 5109 Los Coyotes Diagonal B y, L.Li.`. _
Long Beach, California 90815 Y C. H. Arnold Authori ' Wpresentotive
+xos+.ns I+.es)
49 A
AUTOMOBILE LOSS PAYABLE
With respect -k the interest o4(re Lien - Holder indicated on the Certificate of Insuralree its successors and assigns, (hereinafter called the Lien.
Holder), in its capacity as conditional Veedor or Mortgagee or otherwise, in the pro party insured under this policy, this company hereby agrees
as follows:
1. Loss or damage, if any to the property described in this policy shall be payable firstly to the Lien - Holder and secondly to the insured, aq tlsdt_ -
interests may appear, provided nevertheless that upon demand. by the Lien - Holder upon the company for separate settlement the am_ ount et
said loss shall be paid directly to the Lien - Holder to the extenf of its interest and the balar:ce, if any, shall be payable to the insured. - -
2. The insurance under this policy as to the interest only of An L;en- Holder shall not be impaired in any way by any change in the title or owner,
ship of the property or by any breach of warranty or condi tier. of the policy, or by any omission or neglect, or by the performance of any act in
violation e any `.arms or conditions of the policy or because o{ f c', ;lure to perform any act required by the farms or condi6ouz of the policy
or because this the subiecti!h of the property to any conditieas, use or operation not nermitted by the policy or because of any fz'so s:atcm.ant
concerning +his p ^Ycy or !he su bjecf thereof, by the insured or the :r.sured's emp.!eyees, agents or representatives; whether occur.-Ing before
or after the attachment of this agreement, or whether before or after the loss; PROVIDED, however, that the wrongful conversion, embezzle•
ment or secretien by fhe purchaser. Mortgagor, or Lessee in possession of the ;cured property under mortgage, conditional sale, contract, lease
agreement, or other contract is net covered under this policy unless specifically insured against and premium paid therefor.
3. In the event of failure of fhe insured to pay acy premium or additional pre m ;vm which shell be or become clue under the terms of this policy, '
Ws company agrees to give written notice to the Lien - Holder of such non - payment of premium after sixty (60) days from and within one hundred
and twenty ( 120) days after due data of such premium and it is a condition of the continuance of the rights of the Lien - Holder hereunder that
the Lien - Holder when so notified in writing by this company of the failure of the insured to pay such premium shall pay or cause to be paid the
premium due within ten ( 10) days following receipt of the company's demand in writing therefor. If the Lien - Holder shall decline to pay said
premium or additional premium, the rights of the Lien Holder under this Automobile Loss payable Endorsement shall not be terminated before
ten ( 10) days after receipt of said written notice by the Lien - Holder.
4. !f the company elects to cancel this policy in whole or in part for non - payment of premium, or for any other reason, the company will forward
a copy of the cancellation notice to the Lien Holder at its office specified hereinafter concurrently with the sending of notice to the insured
but in such case this policy shall continue in force for the bere9t of the Lion Holder only for ten (101 days after written notice of such can.
cr;%,fioa is received by the Lien Holder. In no event, as to the interest only of-the Lien - Holder, shall cancellation of any insurance under this
policy covering the property described in the policy be effected at the request of the insured before fen { 10) days after written notice of request
for cancellation shall, have been given to the Lien Holder by the company. In the event of cancellation
shall f this policy the unearned premium
all be paid to the Lien - Holder, provided the said Lien - Holder has advanced the premium.
5. If there be any other insurance upon the within - described property, this company shall be liable under this policy as to the Lien - Holder only for
the proportion of such less or damage that the sum hereby insured bears to the whole amount of valid and collectible insurance of similar Cho,-
enter on said property under policies held by, payable to and expressly consented to by the Lien - Holder, and to the extent of payments so made
this company 51•all be subrogated (pro rata with all other insurers contributing to said payment( to all Of the Lien - Holder's rights of contri-
bution under said other insurance.
6. \4r,6eneva' this company shall pay to the Lien - Holder any sum for loss or damage under this - policy and shall claim that as to the insured no
liability thoreipr exists, this company at its option, may pay to the lien - Holder the whole principal sum and interest due or to become due from
the insured cn the obligation secured by the property insured under this policy, (with refund of all interest not accrued), and this company shall
thereupon receive a full assignment and transfer, w;trouf recourse, of said obligation and the security held as collateral thereto; but no sub-
rogation sha'I impair the right of the lien - Holder to recover the full amount of its claim.
- --
). The coverage granted under this policy shall continue in full force and effect as to the interest of fhe Lien Holder only, for a period of fen { 10)
days after expiration of said policy unless an acceptable policy in renewal thereof with loss thereunder payable to the Lien Holder in accord-
a"ce 110h. tke term; or this Automobile Loss Payable. Endore&ent shall have brae. iss::ed by some insurance company and accepted by the Lien -
Helder, !n fi;e ev,cc +:;f a loss not otherwise covered daring fhe ex }ended tgu. LW) days period herein referred to, an annual policy covering the
"me hazards to the property insured under the original policy shall be issired and accented by the Lien - Holder and Mortgagor.
8. Shnuid the wrnership and right of possession of any or the property covered under this policy become vested in the Lien Holder or its agent, this
policy shall continue for the term thereof for the berefit of the Lien - Holder (w;th all incidents of ownership of the pehcy) but, in such event,
Paragraphs two (2), five (5) and six (6J of this Automobile Loss Payable Endorsement shalt no longer apply; provided, nevertheless, all privi-
le:,es and endorsements which; by ,`,son CS the printed conditions of this policy, are or may be nacessary to maintain the v.!;di1y of fha contract
are hereby granted for a period o: thirty (30) days and all notices likewise required to be given to the company by the insured are hereby
waived for e period of fl,irty (30( days with the exception of requirements apply:ng ei the time of or subsequent to a loss.
9. All nofi,, herein provided to be given by the Company to the Lien - Holder in connecting with this policy and this Automobile Loss Payable
Endorsement shall be mailed to or delivered to the Lien. Holder at its off Ce or branch as indicated on the Cedificafe of Insurance,
All other terms and conditions of this policy remain uncharged.
This endorsement is hereby made a part of the policy number indicated on the Certificate of Insurance,
INDUSTRIAL INDEMNITY COMPANY
O •
Date
TO: Finance Director May 27, 1966
FROM: City Clerk
SUBJECT: Contract
Contract No.
Authorized by Idtflution No. , adopted on
Date Mayor and City Clerk exd Contract May 9. 1966
Effective date of Contract May 7!5- 1966
Contract with May 29. 1966 ,
Addr*%%t and WiBgs, Inc.
2425 Gundry Avenue
Brief description of ContractLong Beach, California
Construction of the Palisades Road - Campus
Amount of Contrach.iye prss +is radncing_station
$10.801
City Clerk
Deputy
i
i
CITY OF M9.; MT BEACH
May 9, 1966
To: City Clerk
From: City Attorney
Subject= Agenda Item I -2
The attached resolution, if adopted by the City Council, will
award to West and Wiggs, Inc., the contract for construction
of the Palisades Road- Campus Drive pressure reducing station
in the amount of $10,S01.
THStmeo
Atts.
cc - City Manager �
Public Works Director
Tully H. Seymour
City Attorney
lip t="
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32
of MST A tiONTRUT MR M
4;WUM IAN OF THE PA1$UOU RAW
MUn MMME &E=V* MT (C -UM9)
Pursuant, to notice imitinh raids for waA
`04814%% .'
of the constmi4m f3i than Pslis Read-campus Vivo
paressuze "s 9.ng azs"ft in the City of Xmipart SWb, in 000*r-
dam" with tb# Iklo as aasr<i speatif"ti.sess hsxoutore sdegteA* bids
Wre s'aseived on #elar Ud day of Play, 1965, =4 publiW.y opeaed sad
declsre� sta+a!
wn""S it appears tbAt the low ast responsible bidder
thasefw is yiest sans 'OiSpa I=.;
NOW # T=j=ftZ , U it RUOLM that tine hid of 6J"t and
WNW# 'Iaaa., in the momnt of 010,801 be accepted sad tha4C the
coatrwt for tha construction wcwk he owwded to rstd bider,
U IT FURTHS MOLTO that the MayAw *r City CloOk
are hereby authorized aad directed to execute ae. afttract in
Accordance with the specifiestimns, bid and this award as Whaiia
Of the City of XCW*rt Beach, sad than the City Clark be. directed
to iteesaUh an executed cony to the successful biddw.
ADOP D this _,14 day of Hey, 3S"
A?'li�T 2
e/
yLem
1
2
3
4
5
6
7
8
9
10
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15
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27
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31,
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/66 (12)
'�wTIODI We,
A �;OLUTLON OF 11- Lf ITY CCUXIL OF T:iE C1TY
OF NEWPOLT MACH AWP.I 3IA1G ,6. CONTBACT FOR THE
CONSTRUCTION OF M PI.Li ADES &W- CAHFU3
DR29E pRESSMI MUCING STATION (C-1029)
puisuant to the noti.e inviting bids for work
coneistia�& of the construction of the Palisades Road - Campus Drive
pressure redacing station is the City of Newport Beach, in accor-
dance with the glans and specifications heretofore adopted, bids
were received on tl.e 3rd day of May, 1966, and publicly opened and
declared; and
16IC:. 3, it appears that the lowest responsible bidder
therefor is nest as-id Wiggs, Inc.;
NOW, TMEFORE, BE IT RESOLVED that the bid of West and
Wiggs, Inc,, in the amount of $10,801 be accepted and that the
contract for the construction work be awarded to said bidder.
88 IT FURTHER :RESOLVED that the Mayor and City Clerk
are hereby authorized and directed to execute a contract in
accordance with the specifications, bid and this award on behalf
of the City of Newport Beach, and that the City Clerk be directed
to furnish an executed copy to the successful bidder.
ADOPTED this 9th day of May, 1966.
ATTEST:
J`"
E
City Clerk
Public Works Director
City Clerk
Contract No. 1029
6
Attached are three executed copies of subject contract for the
construction of the Palisades Road - Campus Drive pressure
reducing station for your department and for transmittal to
the Contractor and the bonding company.
Deputy City Clerk
lcl
Encl.
May 27, 1966
CITY OF NEWPORT BEACH
•'.
Y�17 .Y
NO.
TO: CITY CLERK
�Mmwff --•
FROM: PUBLIC WORKS DEPARTMENT
SUBJECT: CONTRACT DOCUMENTS FOR PALISADES ROAD - CAMPUS DRIVE PRESSURE
REDUCING STATION (C -1029)
ATTACHED ARE )r COPIES OF THE SUBJECT DOCUMENT FOR EXECUTION
BY THE CITY.
.. THESE DOCUMENTS HAVE BEEN APPROVED AS TO FORM BY THE CITY
ATTORNEY.
IN THE APPROPRIATE BLANK INSERT DATE ON WHICH THE DOCUMENT
IS EXECUTED BY THE MAYOR.
PLEASE EXECUTE AT THE EARLIEST POSSIBLE DATE.
AFTER EXECUTION BY THE CITY, PLEASE RETAIN THE COPY MARKED
"CITY CLERK" FOR YOUR FILES3 SEND THE COPY MARKED "FINANCE11 TO THE
FINANCE DEPARTMUNT� AND RETURN THE REMAINING TWO COPIES TO THIS OFFICE.
MICR EL WJANIDERSON
ASSOC. CIVIL ENGINEER
ATTS; 4
MJA:NAJ
` • • MAY 9, 1966
TO-, CITY COUNCIL
FROM: PUBLIC WORKS DIRECTOR
SUBJECT: THE CONSTRUCTION OF THE PRESSURE REDUCING STATION AT PALISADES ROAD
AND CAMPUS DRIVE (C- 1029)
-z
I RECOMMENDATION:
1. ADOPT A RESOLUTION AWARDING CONTRACT TO WEST & WIGGS, INC., FOR
$10,801.00, AND AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE
THE CONTRACT. -
DISCUSSION:
SIX BIDS WERE RECEIVED AND OPENED IN THE OFFICE OF THE CITY CLERK AT
10:30 A.M. ON MAY 3, 1966.
BIDDER TOTAL
WEST & WIGGS, INC. $10,801.00 COUNCIL:
LONG BEACH 'r 'CO G
DISPOSITION:
FAMCO CONSTRUCTION COMPANY $11,192.00 3
SANTA ANA FILE:
BOVEE AND CRAIL CONSTRUCTION COMPANY $11,370.00
PARAMOUNT
MITCHELL CONSTRUCTION COMPANY $11,600.00
LONG BEACH gyp,,
ECCO CONSTRUCTION COMPANY $11,8s0.00
GARDEN GROVE
PYLON, INC. $12,973.00
COMPTON
ALTHOUGH THE LOW BID IS 12.5% HIGHER THAN THE ENGINEER -S ESTIMATE OF
$9,6o0.0o, !T IS FELT THAT THE LOW DID 15 A FAIR REPRESENTATION OF THE COST OF DOING
THE PROPOSED WORK, AND AWARD OF CONTRACT 15 RECOMMENDED.
THE AMOUNT BUDGETED IN ACCOUNT No. 50- 9297 -o45 IS $7,000.00. A BUDGET AMEND-
MENT HAS BEEN PREPARED FOR COUNCIL ACTION IN THE EVENT THAT AWARD 15 MADE. SUFFICIENT
FUNDS ARE AVAILABLE IN THE UNAPPROPRIATED WATER SURPLUS ACCOUNT.
THE LOW BIDDER HAS NOT PERFORMED WORK PREVIOUSLY FOR THE CITY, BUT A CHECK
INTO HIS EXPERIENCE RECORD INDICATES THAT THE CONSTRACTOR IS ADEQUATELY FAMILIAR WITH
THIS TYPE OF CONSTRUCTION AND IS RECOMMENDED BY ALL REFERENCES CONTACTED.
To: CITY COUNCIL 5 -5 -66
SUBJ. CONTRACT 1029
THE ESTIMATED DATE OF COMPLETION IS JULY 22y 1966= UPON THE INSTALLATION
OF THE PRESSURE REDUCING STATIONS THE WATER PRESSURE IN THE CITY MAINS CONNECTED TO
THE METROPOLITAN WATER DISTRICT FEEDER WILL BE ADJUSTED TO SUITABLE SERVICE LEVELS.
THE INCREASE IN PRESSURE IN THE METROPOLITAN WATER DISTRICT FEEDER IS A RESULT OF
THE CONNECTION TO THE NEW SAN JOAQUIN RESERVOIR. A RATE OF FLOW CONTROL DEVICE IS ALSO
INCLUDED TO COMPLY WITH METROPOLITAN WATER DISTRICT REGULATIONS REGARDING PEAKING FROM
THEIR FACILITIES.
J SEPH . DEVLIN
Pt BLIC KS DIRECTOR
MJA °VR
ATTEST TO OPENING OF BIDS.
DEPUTY CITY CLERK
• •
CITY OF NEWPORT BEACH
CITY ATTORNEY
DEPARTMENT
May 9, 1966
To: City Clerk
From: City Attorney
Subject: Agenda Item I -2
The attached resolution, if adopted by the City Council, will
award to West and Wiggs, Inc., the contract for construction
of the Palisades Road - Campus Drive pressure reducing station
in the amount of $10,801.
THS:mec
Atts.
cc - City Manager
Public Works Director
1 C"JU U-
Tu113. Seym ur
City Attorney
CONTRACT NO. 1029
CITY OF NEWPORT BEACH
CONTRACT DOCUMENTS
w
THE PALISADES ROAD - CAMPUS DRIVE PRESSURE REDUCING STATION
APPROVED BY THE CITY COUNCIL ON .THIS
11TH DAY OF APRIL, 1966.
CIT CLERK
CITY OF NEWPORT BEACH, CALIFORNIA
NOTICE OF INVITING BIDS
SEALED BIDS WILL BE RECEIVED AT THE OFFICE OF THE CITY CLERK, CITY HALL, NEWPORT
BEACH, CALIFORNIA, UNTIL 10030 A.M., ON THE 3RD DAY OF MAY, 1966, AT WHICH TIME THEY
WILL BE PUBLICLY OPENED AND READ, FOR PERFORMING WORK AS FOLLOWS%
THE CONSTRUCTION
OF
THE PALISADES ROAD - CAMPUS DRIVE PRESSURE REDUCING STATION
(CONTRACT NO. 1029)
NO BID WILL BE RECEIVED UNLESS IT IS MADE ON A PROPOSAL FORM FURNISHED BY THE
PUBLIC WORKS DEPARTMENT. EACH BID MUST BE ACCOMPANIED BY CASH, CERTIFIED CHECK OR
BIDDER'S BOND MADE. PAYABLE TO THE CITY OF NEWPORT BEACH, FOR AN AMOUNT EQUAL TO AT
LEAST 10 PERCENT OF THE AMOUNT BID.
THE DOCUMENTS INCLUDED WITHIN THE SEALED BIDS WHICH REQUIRE COMPLETION AND EXECU-
TIGN ARE THE FOLLOWING.
1. - PROPOSAL
2. PAGE 3 - DESIGNATION OF SUB - CONTRACTORS
30 PAGE 4 - BIDDER'S BOND
4 PAGE 9 - NON - COLLUSION AFFIDAVIT
5. PAGE 1C- CONTRACTOR 'S FINANCIAL STATUS
THE DOCUMENTS SHALL BE AFFIXED WITH THE APPROPRIATE AND CORRECT SIGNATURES AND SEALS OF
THE CORPORATION, PARTNERSHIP, JOINT VENTURE AND/OR INDIVIDUAL.
IN ACCORDANCE WITH THE PROVISIONS OF SECTION 1770 OF THE LABOR CODE, THE CITY
COUNCIL OF THE CITY OF NEWPORT BEACH HAS ASCERTAINED THE GENERAL PREVAILING RATE OF PER
DIEM WAGES IN THE LOCALITY IN WHICH THE WORK IS TO BE PERFORMED FOR EACH CRAFT OR TYPE
OF WORKMAN OR MECHANIC NEEDED TO EXECUTE THE CONTRACT AND IS SET FORTH IN RESOLUTION ND.
6258. A COPY OF SAID RESOLUTION IS AVAILABLE IN THE OFFICE OF THE CITY CLERK IN THE CIT'r
OF NEWPORT BEACH.
ALL BIDS ARE TO BE COMPARED ON THE BASIS OF THE ENGINEER °$ ESTIMATE; OF THE QUANTI-
TIES OF WORK TO BE DONE.
ND BID WILL BE ACCEPTED FROM A CONTRACTOR WHO HAS NOT BEEN LICENSED IN ACCORDANCE
WITH THE PROVISIONS OF CHAPTER 9, DIVISION III OF BUSINESS AND PROFESSIONS' CODE.
PLANS AND SPECIFICATIONS, FORMS OF PROPOSALS, BONDS, AND CONTRACT MAY BE OBTAINED
AT THE PUBLIC WORKS DEPARTMENT, CITY HALL, NEWPORT BEACH, CALIFORNIA.
A NON-REFUNDABLE CHARGE OF $2.00 WILL BE REQUIRED FOR EACH SET OF STANDARD SPECI-
FICATIONS. A REFUNDABLE DEPOSIT OF $5.00 WILL BE REQUIRED FOR EACH SET OF PLANS, SPECIAL
PROVISIONS, AND CONTRACT DOCUMENTS. NO REFUNDS WILL BE MADE LATER THAN 60 DAYS AFTER
AWARD OF BID.
THE CITY OF NEWPORT BEACH RESERVES THE RIGHT TO REJECT ANY OR ALL BEDS AND TO
WAIVE ANY INFORMALITY IN SUCH BIDS.
CITY OF NEWPORT BEACH, CALIFORNIA
MARGERY SCHROUDER, CITY CLERK
•;
0
0
PROPOSAL FOR CONTRACT NO. 1029
THE CONSTRUCTION OF THE PALISADES ROAD- CAMPUS DRIVE
PRESSURE REDUCING STATION
TO THE HONORABLE CITY COUNCIL
CITY OF NEWPORT BEACH
CALIFORNIA
THE UNDERSIGNED DECLARES THAT HE HAS CAREFULLY EXAMINED THE LOCATION OF THE PROPOSED
WORK AND HE HAS READ THE NOTICE INVITING BIDS, THAT HE HAS EXAMINED THE PLANS, CITY OF
NEWPORT BEACH DRAWINGS W- 5039 -s, DETAIL DRAWINGS W- 5032;1_, AND SPECIFICATIONS FOR THE
CONSTRUCTION OF PALISADES ROAD- CAMPUS DRIVE PRESSURE'REDUCING STATION, CONTRACT N0. 1029,
AND HEREBY PROPOSES TO FURNISH AND INSTALL ALL PIPES, VALVES, MISCELLANEOUS PATERIALS,
CONNECTIONS, STRUCTURES, AND APPURTENANCES REQUIRED TO COMPLETE THE WORK IN ACCORDANCE 1
WITH SAID PLANS, THE STANDARD SPECIFICATIONS OF THE CITY OF NEWPORT BEACH, THE SPECIAL l
PROVISIONS, AND THAT HE WILL TAKE IN FULL PAYMENT THEREFOR, THE FOLLOWING UNIT PRICES
FOR EACH ITEM COMPLETE IN PLACE, TO WIT:
ITEM N0. ITEM DESCRIPTION AND PRICE WRITTEN IN WORDS TOTAL AMOUNT
LUMP SUM ITEM
I. CONSTRUCTION OF PRESSURE REDUCING STATION
INCLUDING ALL PIPING, VALVES, FITTINGS,
SUPPORTS, STRUCTURES AND APPURTENANCES FOR
THE LUMP SUM PRICE OF
DAOLLARS /�
AND 00
Na CENTS $ /49. B
, O i ✓
LUMP SUM 75MP SUM
i • •
ALL BIDS ARE TO BE COMPUTED ON THE BASIS OF THE GIVEN ESTIMATED QUANTITIES OF WORK,
AS INDICATED IN THIS PROPOSAL, TIMES THE UNIT PRICE AS SUBMITTED BY THE BIDDER., IN CASE
OF A DISCREPANCY BETWEEN WORDS AND FIGURES) THE WORDS SHALL PREVAIL. IN CASE OF AN ERROR
IN THE EXTENSION OF A UNIT PRICE, THE CORRECTED EXTENSION SHALL BE CALCULATED AND THE BIDS
WILL BE COMPUTED AS INDICATED ABOVE AND COMPARED ON.THE BASIS OF THE CORRECTED TOTALS.
THE ESTIMATED QUANTITIES OF WORK INDICATED IN TH15 PROPOSAL ARE APPROXIMATE ONLY)
BEING GIVEN SOLELY AS A BASIS FOR COMPARISON OF BIDS.
THE UNDERSIGNED HAS CHECKED CAREFULLY ALL OF THE ABOVE FIGURES AND UNDERSTANDS THAT
THE CITY WILL NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS ON THE PART OF THE UNDERSIGNED
IN MAKING UP THIS BID-
THE UNDERSIGNED AGREES THAT IN CASE OF DEFAULT IN EXECUTING THE REQUIRED CONTRACT
WITH NECESSARY BONDS WITHIN TEN (10) DAYS, NOT INCLUDING SUNDAY, AFTER HAVING RECEIVED
NOTICE THAT THE CONTRACT IS READY FOR SIGNATURE, THE PROCEEDS OF CHECK OR BOND ACCOMPANY-
ING THIS 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 N0.
ACCOMPANYING THIS PROPOSAL IS
( ASH,_CERTIFIED HECK$ CASHIERS CHECK OR BOND
IN AN AMOUNT NOT LESS THAN 10 PERCENT OF THE TOTAL BID .PRICE.
Wes 7- Q 'a'w IA 1s,� iQr.
PHONE NUMBER BIDDERS NAM
n h .. (SEAL)
5 -3- 4
DATE
.�rY,�s G�ndrYAve.
�an4
IDDER'S ADDRESS
[ZED JIGNATURE
�eu�
AUTHORIZED SIGNATURecly- E
Cot- porat-lon
T E OF ORGANIZATION
,(INDIVIDUAL, CORPORATIONS CO- PARTNERSHIP
LIST BELOW NAMES OF PRESIDENT, SECRETARY, TREASURER AND MANAGER IF A CORPORATIONS
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 CITY COUNCIL OF THE CITY OF NEWPORT BEACH.
ITEM OF WORK
2.
3
4.
5
6.
SUB - CONTRACTOR
ADDRESS
BIDDER'S NAME
1���
AUTHORIZE SIGNATURE
LDaf�odr4 t /o/7
TYPE OF qkGAVIZATION
(INDIVIDUAL; COPARTNERSHIP OR CORP41WATIONj
Audi Ca/
q DRE
1"
• � Ql'�iS'I l �l b
BIDDER'S BOND TO ACCOMPANY PROPOSAL
KNOW ALL MEN BY THESE PRESENTS,
THAT WE,
Lpc,4rmvo33
PAGE 4
Q (('S /a/{{C ; a f-,-/t-,4 Lu_ - tuy=
J,LtA9�PR I NCw PAL,
to
AND • I �i-� I f I IQt CF {�"�A,P i A..'Q L�tS'�'I'i C�.1'I�/UNP L'u 0, AS yURETY, ARE HELD
AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, CALIFORNIA, IN THE SUM OF lV40 P�rCE..'L_
Ja n C dn( n
DOLLARS � �V �Uf iJ.c('L... ), LAWFUL MONEY OF THE UNITED
STATES FOR THE PAYMENT OF WHICH SUM WELL AND TRULY TO BE MADE] WE BIND OURSELVES,
JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS.
THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH,
THAT IF THE PROPOSAL OF THE ABOVE BOUNDEN PRINCIPAL FOR THE CONSTRUCTION OF
IN THE CITY OF NEWPORT BEACH, IS ACCEPTED BY THE CITY COUNCIL OF SAID CITY, ANb IF THE
ABOVE BOUNDEN PRINCIPAL SHALL DULY ENTER INTO AND EXECUTE A CONTRACT FOR SUCH CONSTRUC-
TION AND SHALL EXECUTE AND DELIVER THE TWO (Z) BONDS DESCRIBED IN THE "NOTICE INVITING
BIDS" WITHIN TEN (10) DAYS. NOT INCLUDING SATURDAY AND SUNDAY) FROM THE DATE OF THE
MAILING OF A NOTICE TO THE ABOVE BOUNDEN PRINCIPAL BY AND FROM SAID CITY OF NEWPORT
BEACH THAT SAID CONTRACT IS READY FOR EXECUTION, THEN THIS OBLIGATION SHALL BECOME NULL
AND VOID; OTHERW I SE 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. )
Z.W"
IN WITNESS WHEREOF, WE HEREUNTO SET OUR HANDS AND SEALS THIS 3 - DAY OF
q_ L(.
CORPORATE SEAL (IF CORPORATION)
ATTACH ACKNOWLEDGEMENT OF
ATTORNEY IN FACT)
P INCIPAL
A 0N' u I .� \G r• rox K1 P-c,
��7 �ia�L.h �l. L ^� � II` "l-- .G�lt.. ">,�11 --k S:%Y- OLD.• -c
SURETY
By
TITLE
- lµ -
4
i-
e:
STALE OF CALIFORNIA,
SS.
COUNTY OF Los Angeles
ON MaY 3rd , 19 66
before me, the undersigned, a Notary Public in and for the said State, personally appeared
KEITH W. KERW I N known to me to be the
�..are>uAeak�atk �ycktelra�tloxaex
the Corporation that executed the within Instrument, Known to me to oe the persons who
executed the within Instrument, on behalf of the Corporation herein named, and acknowledged
to me that such Corporation executed the within Instrument pursuant to its by -laws or a
resolution of its board of directors.
WITNESS my hand and official set( r
SHERUE 13. Si1fEEK$
NAME (TYPED OR PRINTED
My sioo llr" DDC 1.2, 1969 Notary Public. in and for said tate.
SHERLIE B. WEPKE
Notary Public . Cc'Ifem10
PRINCIPAL OFFICE IN
LAS ANGELES COUNTY
ON MaY 3rd , 19 66
before me, the undersigned, a Notary Public in and for the said State, personally appeared
KEITH W. KERW I N known to me to be the
�..are>uAeak�atk �ycktelra�tloxaex
the Corporation that executed the within Instrument, Known to me to oe the persons who
executed the within Instrument, on behalf of the Corporation herein named, and acknowledged
to me that such Corporation executed the within Instrument pursuant to its by -laws or a
resolution of its board of directors.
WITNESS my hand and official set( r
SHERUE 13. Si1fEEK$
NAME (TYPED OR PRINTED
My sioo llr" DDC 1.2, 1969 Notary Public. in and for said tate.
STATE OF CALIFORNIA ACKNOWLEDGMENT BY SURETY
COUNTY OF Los Angeles as'
on this 3rd day of May 966 before me, EDWARD A. GRANT
a notary public in and for the State of California with principal office in the County of LOS Angeles ,
residing therein, duly commissioned and sworn, personally appeared Sie rl i e B. Weeks
Imown to me to be the attorneyAn -fact of the ST. PAUL FIRE AND MARINE INSURANCE COMPANY, a Minnesota corporation, and acknowledged
to me that such corporation executed the same.
In Witness Whereof, I have hereunto set my hand and affixed my official seal, at my office in the aforesaid County, the day and year in
this certificate first above ..._._.._ ....._ ....... _ /-11
> I .. , EC'. L4:D A GR;'1 '- ' L— )•� �. 1�X
�Sea1� / No'cry Fao'ir. Colifornia Notary Public
1.a*` OFFICE IN EDWARD A. GRA T
15001 nAF Rr . w -ez cai . ? ` LOS ANGELES COUNTY My Commission Expires Jan. 28, 1967
.�i
PAGE 5
LABOR AND MATERIAL BOND
KNO ALL MEN BY THESE PRESENTS, THAT
I
WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA,
BY MOTION ADOPTED
HAS AWARDED TO
HEREINAFTER DESIGNATED AS THE "PRINCIPAL", A CONTRACT FOR
IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFICA-
TIONS AND OTHER CONTRACT DOCUMENTS ON FILE IN THE OFFICE OF THE CITY CLERK.
WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT
AND THE TERMS THEREOF REQUIRE THE FURNISHING OF A BOND WITH SAID CONTRACT, PROVIDING
THAT IF SAID PRINCIPAL OR ANY OF HIS OR ITS SUBCONTRACTORS, SHALL FAIL TO PAY FOR
ANY MATERIALS, PROVISIONS, PROVENDER OR OTHER SUPPLIES OR TEAMS USED IN, UPON, FOR
OR ABOUT THE PERFORMANCE OF THE WORK AGREED TO BE DONE, OR FOR ANY WORK OR LABOR
DONE THEREON OF ANY KIND, THE SURETY ON THIS BOND WILL PAY THE SAME TO THE EXTENT.
HEREINAFTER SET FORTH:
NOW, THEREFORE, WE �.
AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE, CONTRACTOR AND
AS SURETY, ARE HELD FIRMLY BOUND UNTO THE CITY. OF NEWPORT BEACH, IN THE SUM OF
DOLLARS ($
SAID SUM BEING ONE -HALF OF THE ESTIMATED AMOUNT PAYABLE BY THE CITY OF NEWPORT
BEACH UNDER THE TERMS OF THE CONTRACT, FOR WHICH PAYMENT WELL AND TRULY TO BE
MADE WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND ADMINISTRATORS, SUCCESSORS OR
ASSIGNS, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRESENTS.
THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE PERSON OR HIS SUBCONTRAC-
TORS, 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 1A1TTORNEY'S
FEE, TO BE FIXED BY THE COURT, AS REQUIRED BY THE PROVISIONS OF SECTION I4ZOIF OF THE
GOVERNMENT CODE OF THE STATE OF CALIFORNIA.
• •. - • PAGE 6
LABOR AND,MATERfAL BOND - .CONTINUED)
m
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 BONDS AS REQUIRED BY THE PROVISIONS OF SECTION 4205 OF THE
GOVERNMENT CODE OF THE STATE OF CALIFORNIA.
AND THE SAID SURETY, FOR VALUE RECEIVED, HEREBY STI.PULATES AND AGREES THAT NO
CHANGES EXTENSION OF T.IME, ALTERATIONS OR ADDITIONS TO THE TERMS OF THE CONTRACT
OR TO THE WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE
SAME SHALL IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BONDS AND IT DOES HEREBY
WAIVE NOTICE OF ANY SUCH CHANGE) EXTENSION OF TIME, ALTERATIONS OR ADDITIONS TO THE
TERMS OF THE CONTRACTOR OR TO THE WORK OR TO THE SPECIFICATIONS.
IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL AND
SURETY ABOVE NAMEDy ON THE DAY OF 196,
APPROVED AS TO FORM:
ITY ATTORNEY
THIS BOND WAS APPROVED BY THE CITY COUNCIL
OF THE CITY OF NEWPORT BEACH BY MOTION
ON
DATE
ATTEST:
CITY CLERK
CONTRACTOR
(SEAL)
(SEAL)
SEAL
SEAL
SEAL
(SEAL)
SURETY
PAGE 7
PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS, THAT
WHEREAS, THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA,
BY MOTION ADOPTE
HAS AWARDED
HEREINAFTER DESIGNATED AS THE "PRINCIPAL", A CONTRACT FOR
IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND SPECIFI-
CATIONS AND OTHER CONTRACT DOCUMENTS NOW ON FILE IN THE OFFICE OF THE CITY CLERK
OF THE CITY OF NEWPORT BEACH.
WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT AND
THE TERMS THEREOF REQUIRE THE FURNISHING A BOND FOR THE FAITHFUL PERFORMANCE OF
SAID CONTRACT;
NOW, THEREFORE, WE,
AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE "CONTRACTOR ff, AND
AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM OF
DOLLARS ($ ),
SAID SUM BEING EQUAL TO 50% OF THE ESTIMATED AMOUNT OF THE CONTRACT, TO BE PAID TO
THE SAID CITY OR ITS CERTAIN ATTORNEY, ITS SUCCESSORS, AND ASSIGNS; FOR WHICH PAY-
MENT, WELL AND TRULY TO BE MADE, WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND AD-
MINISTRATORS, SUCCESSORS OR ASSIGNS, JOINTLY AND SEVERALLY, FIRMLY BY THESE PRE-
SENTS.
THE CONDITION OF THIS OBLIGATION IS SUCH, THAT IF THE ABOVE BOUNDEN PRINCIPAL, HIS
OR ITS HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS, OR ASSIGNS, SHALL IN ALL THINGS
STAND TO AND ABIDE BY, AND WELL AND TRULY KEEP AND PERFORM THE COVENANTS, CONDITIONS
AND AGREEMENTS IN THE SAID CONTRACT AND ANY ALTERATION THEREOF MADE AS THEREIN PRO-
VIDED ON HIS OR THEIR PART, TO BE KEPT AND PERFORMED AT THE TIME AND IN THE MANNER
THEREIN SPECIFIED, AND IN ALL RESPECTS ACCORDING TO THEIR TRUE INTENT AND MEANING,
AND SHALL INDEMNIFY AND SAVE HARMLESS THE CITY OF NEWPORT BEACH, ITS OFFICERS AND
AGENTS, AS THEREIN STIPULATED, THEN THIS OBLIGATION SHALL BECOME NULL AND VOID;
OTHERWISE IT SHALL REMAIN IN FULL FORCE AND VIRTUE.
PAGE 8
(PERFORMANCE BOND - CONTINUED)
AND SAID SURETY, FOR VALUE RECEIVED, HEREBY STIPULATES AND AGREES THAT NO
CHANGE, EXTENSION OF TIME, ALTERATION OR ADDITION TO THE TERMS OF THE CONTRACT OR
TO THE WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS ACCOMPANYING THE SAME
SHALL IN ANY WISE AFFECT ITS OBLIGATIONS ON THIS BOND, AND IT DOES HEREBY WAIVE
NOTICE OF ANY CHANGE, EXTENSION OF TIME, ALTERATION OR ADDITION TO THE TERMS OF
THE CONTRACT OR TO THE WORK OR TO THE SPECIFICATIONS.
IN WITNESS WHEREOF, THIS INSTRUMENT HAS BEEN DULY EXECUTED BY THE PRINCIPAL
AND SURETY ABOVE NAMED, ON THE DAY OF , 196_.
APPROVED AS TO FORM:
CITY ATTORNEY
TRACTOR
(SEAL
(SEAL)
(SEAL)
(SEAL)
(SEAL
SURETY
- PAGE •9
NON - COLLUSION AFFIDAVIT
THE BIDDERS, BY ITS OFFICERS AND AGENTS OR REPRESENTATIVES PRESENT AT THE TIME OF
FILM NG THIS BID, BEING DULY SWORN ON THEIR OATHS SAY, THAT NEITHER THEY NOR ANY
OF THEME HAVE IN ANY WAYS DIRECTLY OR INDIRECTLY, ENTERED INTO ANY ARRANGEMENT
OR AGGREMENT WITH ANY OTHER BIDDER. OR WITH ANY PUBLIC OFFICER OF SUCH CITY OF
NEWPORT BEACH WHEREBY SUCH AFFIANT OR AFFIANTS OR EITHER OF THEME HAS PAID OR IS
TO PAY TO SUCH BIDDER OR PUBLIC OFFICER ANY SUM OF MONEYS OR HAS GIVEN OR IS TO
'GIVE TO SUCH OTHER BIDDER OR PUBLIC OFFICER ANYTHING OF VALUE WHATEVER, OR SUCH
AFFIANT OR AFFIANTS OR EITHER OF THEM HAS NOT DIRECTLY OR INDIRECTLY, ENTERED
INTO ANY ARRANGEMENT OR AGREEMENT WITH ANY OTHER BIDDER OR BIDDERS, WHICH TENDS TO
OR DOES LESSEN OR DESTROY FREE COMPETITION IN THE LETTING OF THE CONTRACT SOUGHT
FOR BY THE ATTACHED BIDS; THAT NO BID HAS BEEN ACCEPTED FROM ANY SUBCONTRACTOR OR
MATERIALMAN THROUGH ANY BID DEPOSITORY, THE BYLAWS RULES OR REGULATIONS OF WHICH
PROHIBIT OR PREVENT THE CONTRACTOR FROM CONSIDERING ANY BID FROM ANY SUBCONTRACTOR
OR MATERIALMAN WHICH IS NOT PROCESSED THROUGH SAID BID DEPOSITORY OR WHICH PRE-
VENT 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
INDUCEMENT 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
WOMSOEVER TO •PAYS DELIVER TOE OR SHARE WITH ANY OTHER PERSON IN ANY WAY OR MANNER,
ANY OF THE PROCEEDS OF THE CONTRACTS SOUGHT BY THIS BID.
0 NON I F ri I M*;-f • r
�=
�i /.. V94 N Ar
SUBSCRIBED "VIAND SWORN TO BEFORE ME BY
THIS 3r� DAY OF (7 4 , 196 .
MY COMMISSION EXPIRES:
` —°", SHERLIE B. WEEKS
` i.�: Notpry Pubic
� - Colifornip
�i -'�y^ PRINCIPAL
°'t��.• _ OFFICE IN I
�-: -: LOS ANGELES COUNTY
<l4tiJ oe k�a
NOTARY PUBLIC
SHERLIE B. WEEKS
My Commission Dpiroo pep. ;21 3969
• • PAGE 10
BIDDER'S STATEMENT OF FINANCIAL RESPONSIBILITY
TECHNICAL ABILITY AND EXPERIENCE
(THE BIDDER IS REQUIRED TO STATE WHAT WORK OF A SIMILAR CHARACTER TO THAT INCLUDED
IN THE PROPOSED CONTRACT HE HAS SUCCESSFULLY PERFORMED AND GIVE REFERENCE WHICH
WILL ENABLE THE CITY COUNCIL TO JUDGE HIS RESPONSIBILITY EXPERIENCE, SKILL AND
BUSINESS STANDING.)
THE UNDERSIGNED SUBMITS HEREWITH A STATEMENT OF HIS FINANCIAL RESPONSIBILITY.
THE UNDERSIGNED SUBMITS BELOW A STATEMENT OF THE WORK OF SIMILAR CHARACTER TO
THAT INCLUDED IN THE PROPOSED CONTRACT WHICH HE HAS SUCCESSFULLY PERFORMED.
♦ i l
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eta of &J"ondd BB,I!! eaunTy of A s
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City of Rew*tjX
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Norio
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SIGNED
FOf /r //7�1/7C/4� /ilFo�rn9� /a17, /onTacy" --
Moo. No /soh MpQooAl V/tF PresideolT
Z-00VI! of Ca / /Forn/g
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A/9 o? -o ?,?/
PAGE II
C 0 N R A C T
THIS AGREEMENT, MADE AND ENTERED INTO THIS DAY OF , 196 y
BY AND BETWEEN THE CITY OF NEWPORT BEACH, CALIFORNIA, HEREINAFTER DESIGNATED AS THE
CITY, PARTY OF THE FIRST PARTY AND
HEREINAFTER. DESIGNATED AS THE CONTRACTOR, PARTY OF THE SECOND PART.
WITNESSETH: THAT THE PARTIES HERETO DO MUTUALLY AGREE AS FOLLOWS;
I. FOR AN IN CONSIDERATION OF THE PAYMENTS AND AGREEMENTS HEREINAFTER MENTIONED
TO BE MADE AND PERFORMED BY THE CITY, THE CONTRACTOR AGREES WITH THE CITY TO FURNISH
ALL MATERIALS AND LABOR FOR THE CONSTRUCTION OF
_.AND TO PERFORM AND COMPLETE IN A GOOD AND WORKMANLIKE MANNER ALL THE WORK PERTAINING
THERETO SHOWN ON THE PLANS AND SPECIFICATIONS, THEREFOR;„TO FURNISH AT HIS OWN PROPER
/'- COST AND EXPENSE ALL TOOLS) EQUIPMENT, LABOR IND MATERIALS NECESSARY THEREFOR, (EXCEPT
SUCH MATERIALS,- IF ANY, AS IN THE SAID SPECIF CATIONS ARE STIPULATED TO BE FURNISHED
BY THE CITY), AND TO DO EVERYTHING REQUIRED BY THIS AGREEMENT AND THE SAID PLANS
AND SPECIFICATIONS.
Z'•) FOR FURNISHING ALL SAID MATERIALS AND LABOR, TOOLS AND EQUIPMENT, AND DOING
ALL THE WORK CONTEMPLATED AND EMBRACED IN THIS AGR£EMENTj "ALSO FOR ALL LOSS,AND DAMAGE
►RIS.LNG OUT OF THE NATURE :OF THE WORK::AFORDLXID;, OR FROM THE'ACTION bF THE ELEMENTS,
OR FROM ANY UNFORESEEN DIFFICULTIES WHICH MAY ARISE OR BE ENCOUNTERED IN THE PROSECU-
TION OF THE WORK UNTIL ITS ACCEPTANCE BY THE CITY, AND FOR ALL. RISKS OF EVERY DE-
SCRIPTIbN 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 COM-
PLETING 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 THEREFOR 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, JIM THE.MANNER AND UPON
THE CONDITIONS SET FORTH IN THE SPECIFICATIONS; AND THE SAID PA RTIES'FOR THEMSELVES,
THEIR HEIRS) EXECUTORS, ADMINISTRATORS, SUCCESSORS AND ASSIGNSj DO HEREBY AGREE TO
THE FULL PERFORMANCE OF THE,COVENANTS HEREIN CONTAINED•.
r
L• THE, NOTICE TO .BIDDERS, INSTRUCTIONS TO BIOBERB , CONTRACTOR' S. PROPOSAL,
AND THE PLANS AND SPECIFICATIONS, AND ALL ANENDMEN TS 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 INCORPO)tATED IN AND MADE PART OF THIS
AGREEMENT.
PAGE IZ
5. THE CONTRACTOR SHALL ASSUME'THE DEFENSE OF AND INDEMNIFY AND SAVE HARMLESS !
THE CITY,. THE DIRECTOR OF PUBLIC.WORKS, AND THEIR OFFICERS AND EMPLDYEES, 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, REGARD-
LESS OF RESPONSIBILITY FOR NEGLIGENCE) AND FROM ANY AND ALL CLAIMS, LOSS, DAMAGE]
INJURY AND LIABILITY, HOWSOEVER THE SAME MAY BE CAUSED, RESULTING DIRECTLY OR .IN-
DIRECTLY FROM'THE NATURE OF THE WORK COVERED BY THE CONTRACT, REGARDLESS OF RE-
SPONSIBILITY FOR NEGLIGENCE.
IN WITNESS WHEREOF, THE PARTIES HERETO HAVE CAUSED THIS CONTRACT TO BE EXECUTED
THE DAY AND YEAR FIRST ABOVE WRITTEN.
ATTEST:
CITY CLERK
APPROVED AS TO FORM:
ITY ATTORNEY
CITY OF NEWPORT BEACH, CALIFORNIA
BY
MAYOR
CONTRACTOR
T ITLE
BY
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(SEAL)
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APRIL 11, 1966
TO: CITY COUNCIL
FROM: PUBLIC WORKS DIRECTOR
SUBJECT: PLANS AND SPECIFICATIONS FOR THE CONSTRUCTION OF THE PRESSURE REDUCING
STATION AT PALISADES ROAD AND CAMPUS DRIVE (CONTRACT N0. 1029)
RECOMMENDATIONS:
1. APPROVE THE PLANS AND SPECIFICATIONS.
2. AUTHORIZE THE CITY CLERK TO ADVERTISE FOR BIDS TO BE OPENED
AT 10:30 A.M. ON MAY 3, 1966.
DISCUSSION:
THE ESTIMATED COST OF CONSTRUCTION IS $% 6OO.00. THE AMOUNT BUDGETED IN
ACCOUNT N0. 50- 9297 -045 IS $7,000.00. IF THE PROJECT IS APPROVED, A BUDGET AMEND-
MENT WILL BE PREPARED FOR COUNCIL CONSIDERATION UPON RECEIPT OF BIDS.
THE PLANS AND SPECIFICATIONS WERE PREPARED BY JAMES M. MONTGOMERY,
ENGINEERS. ORIGINALLY, THE PLANS PREPARED BY MONTGOMERY INCLUDED THE INSTALLATION
OF THREE VALVES IN THE 30" LINE IN THE COAST HIGHWAY AND 1* 15TH STREET, AS WELL
AS THE PROPOSED PRESSURE REDUCING STATION. HOWEVER, BECAUSE THERE WILL BE INTER-
FERENCE WITH COAST HIGHWAY TRAFFIC, AND BECAUSE IT WILL BE NECESSARY TO CONSIDER-
ABLY DISRUPT THE WATER SYSTEM DURING CONSTRUCTION OF THE VALVES, IT WAS DECIDED TO
SEPARATE THE PROJECTS AND DEFER THE INSTALLATION OF THE 30" VALVES UNTIL NEXT FALL.
THAT PART OF THE PROJECT WILL BE RE- BUDGETED.
THE ENGINEERING FEE FOR THE TOTAL PROJECT, AMOUNTING TO $2,800.00, HAS
BEEN FINANCED OUT OF THE ACCOUNT ESTABLISHED FOR THE 30" VALVE INSTALLATION.
THIS PROJECT WILL PROVIDE THE NECESSARY MECHANISM TO REDUCE WATER PRES-
SURE TO SUITABLE SERVICE LEVELS IN THE CITY LINES CONNECTED TO THE METROPOLITAN
WATER DISTRICT FEEDER. THE METROPOLITAN WATER DISTRICT FEEDER HAS BEEN CONNECTED
TO SAN JOAQUIN RESERVOIR AND THE PRESSURE INCREASED ACCORDINGLY. IN ADDITION, A
RATE OF FLOW CONTROL DEVICE IS INCLUDED TO COMPLY WITH METROPOLITAN WATER DISTRICT
REGULATIONS REGARDING PEAKING FROM THEIR FACILITIES.
THE ESTIMATED DATE OF COMPLETION IS JULY 22, 1966.
courim:
�G6
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FILE:
SEPM T DEVLIN
P BLIC O KS DIRECTOR
:VR