HomeMy WebLinkAboutC-865 - Waterline along Eastbluff DriveWHEN REC3FDC.G ^, .'i C: . _*
City of Newport Beach
ATTN: Margery Schrouder
3300 W. Newport .Blvd.
Newport Beach, Calif.
21128 4k Boox 6939 PACE 50
NOTICE OF COMPLETION
PUBLIC WORKS
To All Laborers and Material Men and to Every Other Person Interested:
YOU WILL PLEASE TAKE NOTICE that on
the Public Works project consisting of —the--"n
on whicr..
was the
was the
CITY OF NEWPORT BEACH
Public Works Directo
VERIFICATION
I, the undersigned, say:
I am the Public Works Director of the City of Newport Beach;. the foregoing
Notice of Completion is true - of my own .knowledge. -.
I declare under penalty of perjury that the foregoing is true and correct.
Executed on February 25 - 1964 at Newport Beach, California.
VERIFICATION OF CITY CLERK
I, the undersigned, say:
I am the City Clerk of the City of Newport Beach; the City Council of said
City on February 24, 1964 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 Fp +,ru ry 25� 1964 at Newport Beach, California.
FREE
RECORDED AT REQUEST
IN OFFICIAL l2EC Jr DS OF
ORANGE COUNT Y, CALIF,
9:05 AM FEB 26 1964 1
RUBY McFARLAND, County R@Wdff
NOTICE OF COMPLETION
PUBLIC WORKS
To All Laborers and Material Men and to Every Other Person Interested:
YOU WILL PLEASE TAKE NOTICE that on
the Public Works project consisting of tb. MM
on which
was the con rac or, an United lseifie In3NrMCO Gem wr
was the surety, was completed.
CITY OF NEWPORT BEACH.
/ Public Works Director "
VERIFICATION
I. the undersigned, say:
I am the Public Works Director of the City of Newport Beach ;. the foregoing
Notice of Completion is true of my own knowledge.
I declare under penalty of perjury that the foregoing is true and correct.
Executed on F®bru = !1gSs 1["& at Newport Beach, California.
VERIFICATION OF CITY CLERK
I. the undersigned, say:
I am the City Clerk of the City of Newport Beach; the City Council of said
City on February 244 1964 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 Fnb U= 2S � 1964 at Newport Beach, California.
r
i
` February 25, 1964
;.
Mrs. Ruby McFarland
Ca mty Recorder 1
P.O. Box 238
Santa' Ana, California
Dear Mrs. McFarland:
Attached for recordation is Notice of C�plition
for the construction of an 18 -inch transmission
mater main in Eastbluff Drive by James I. Gellacher.
a:
Very truly yours, �II
Margery Schrouder
City Clerk
gm City of Newport Beach
8nc1. 1
i
9 4k
_5
TO: CITY COUNCIL
FROM: CITY MANAGER AND PUBLIC WORKS DIRECTOR
SUBJECT: ACCEPTANCE OF CONSTRUCTION OF AN 18 -INCH TRA", 13SION WATER MAIN
IN.EASTBLUFF DRIVE (CONTRACT C -865)
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 THE
..NOTICE OF COMPLETION HAS BEEN FILED.
THE CONTRACT FOR THE CONSTRUCTION OF AN-18-INCH TRANSMISSION WATER MAIN
IN EASTBLUFF DRIVE HAS BEEN COMPLETED TO „ITHE SATISFACTION OF THE PUBLIC WORKS
DEPARTMENT.
THE BID PRICE WAS $632760-57
WORK AMOUNTED TO 324.00
THE FINAL CONTRACT PRICE WAS 64,053.42
THE CONTRACTOR IS JAMES 1. GALLACHER OF COSTA MESA.
THE COST OF EXTRA WORK COVERS CHANGING THE SIZE OF ONE OUTLET CONNECTION,
UNDER THE TERMS OF THE AGREEMENTS THE COST IS SHARED AS FOLLOWS:
EASTBLUFF DEVELOPMENT 137P391.�6
CITY 26',661.(16
THE CONTRACT CALLED FOR COMPLETION BY FEBRUARY 51 1964. THE WORK WAS
COMPLETED ON FEBRUARY 3, 1964.
PREPARED BY:
DONALD C. SIMPSON
PUBLIC WORKS DIRECTOR
RC:DCS:GPD :vs'
2/20/64
Z9_ �9� ROBERT COOP
1SPOSITIQ,y; CITY MANAGER
u
/TY CLERA<
CONTRACT NO. C -865
CITY OF NEWPORT BEACH
CONTRACT DOCUMENTS
m
THE CONSTRUCTION OF AN 18 -INCH TRANSMISSION WATER MAIN
IN EASTBLUFF DRIVE
APPROVED BY THE CITY COUNCIL ON THIS
DAY OF AUGUST, 1963
CI*Y CL RK
CITY OF NEWPORT BEACH, CALIFORNIA
NOTICE OF INVITING BIDS
SEALED PROPOSALS WILL BE RECEIVED AT THE OFFICE OF THE CITY CLERK,
CITY HALL, NEWPORT BEACH, CALIFORNIA, UNTIL 10:00 A.M. ON THE 18TH DAY
OF SEPTEMBER, 1963 AT WHICH TIME THEY WILL BE PUBLICLY OPENED AND READ,
FOR PERFORMING WORK AS FOLLOWS:
THE CONSTRUCTION OF AN 18 -INCH TRANSMISSION WATER MAIN
IN EASTBLUFF DRIVE FROM CORONA DEL MAR HIGH SCHOOL
NORTHERLY TO JAMBOREE ROAD
NO BID WILL BE RECEIVED UNLESS IT 13 MADE ON
BY THE PUBLIC WORKS DEPARTMENT. EACH BID MUST BE
CERTIFIED CHECK, OR BIDDERS BOND MADE PAYABLE TO
FOR AN AMOUNT EQUAL TO AT LEAST 10 PERCENT OF THE
TO BE FORFEITED SHOULD THE BIDDER TO WHOM THE CON
ENTER INTO THE CONTRACT.
A PROPOSAL FORM FURNISHED
ACCOMPANIED BY CASH,
THE CITY OF NEWPORT BEACH
AMOUNT BID, SUCH GUARANTY
TRACT IS AWARDED FAIL TO
IN ACCORDANCE WITH THE PROVISIONS OF SECTION 1770 OF THE LABOR CODE,
THE CITY COUNCI-L 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. 5729. A COPY OF SAID RESO-
LUTION 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 ENGINEERS ESTIMATE
OF THE QUANTITIES OF WORK TO BE DONE.
NO BIDS 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 SPECIFICATIONS. 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 THE BID.
THE CITY OF NEWPORT BEACH RESERVES THE RIGHT TO REJECT ANY OR ALL BIDS
AND TO WAIVE ANY INFORMALITY IN SUCH BIDS.
8/27/63
CITY OF NEWPORT BEACH, CALIFORNIA
MARGERY SCHROUDER, CITY CLERK
PROPOSAL
TO THE HONORABLE CITY COUNCIL
CITY OF NEWPORT BEACH
CALIFORNIA
THE UNDERSIGNED DECLARES THAT HE HAS CAREFULLY EXAMINED THE LOCATION OF THE
PROPOSED WORK, THAT HE HAS EXAMINED THE PLANS AND SPECIFICATIONS, AND READ THE ACCOM-
PANYING INSTRUCTIONS TO BIDDERS, AND HEREBY PROPOSES TO FURNISH ALL MATERIALS AND DO
ALL WORK REQUIRED TO COMPLETE THE CONSTRUCTION OF AN 18 -INCH TRANSMISSION WATER MAIN
IN EASTBLUFF DRIVE FROM CORONA DEL MAR HIGH SCHOOL NORTHERLY TO JAMBOREE ROAD,
CONTRACT N0. C -865, AS SHOWN ON CITY OF NEWPORT BEACH DRAWING N0. W- 5007 -5, IN ACCOR-
DANCE WITH THE PLANS, STANDARD SPECIFICATIONS, AND SPECIAL PROVISIONS, AND THAT HE
WILL TAKE IN FULL PAYMENT THEREFOR THE FOLLOWING UNIT PRICES FOR EACH ITEM COMPLETE
IN PLACE, TO WIT:
ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL
N0. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE
1 6081 18" R.C.C.P. TRANSMISSION MAIN
LF 0 SEVEN DOLLARS
AND
TWENTY -SIX CENTS $ 7.26
PER LINEAR FOOT
2 30 12" A.C. MAIN
LF
$ 44,148.o6
Q EIGHT DOLLARS
AND
SIXTY -FIVE CENTS $ 8.65 $ 259.50
PER LINEAR FOOT
3
0
LF 8" A.C. MAIN
TEN DOLLARS
AND
TEN CENTS $ 10.10
PER TINEAR FOOT
4 17
6" A.C. MAIN
LF
EIGHT
DOLLARS
AND
FIFTY -THREE
CENTS
PER LINEAR F0OT
5 5
p
18" BUTTERFLY VALVE
EACH
® FIFTEEN HUNDRED THIRTY -SEVEN
DOLLARS
AND
No
CENTS
$ 1.537.00 $
EACH
ITEM
QUANTITY
ITEM DESCRIPTION
UNIT TOTAL
N0.
AND UNIT
UNIT PRICE WRITTEN IN WORDS
PRICE PRICE
6
1
12" GATE VALVE
EACH
FIVE HUNDRED FORTY -ONE
DOLLARS
AND
NO
CENTS
$ 541.00 $r)41 oo I
EACH
7
6
8' GATE VALVE
EACH
THREE HUNDRED NINETEEN
DOLLARS
AND
NO
CENTS
$ 319oo $ 1 ,914.0o
EACH
8
1
6" GATE VALVE
EACH
g TWO HUNDRED THIRTEEN
DOLLARS
AND
NO
CENTS
$ 213.00 $ 21 3. 00
EACH
9
2
2" COMBINATION AIR AND VACUUM
EACH
RELEASE VALVE
® THREE HUNDRED THREE
DOLLARS
AND
No
CENTS
$ 3o3.00 $ 6o6.00
EACH
10
2
BLOW -DFF ASSEMBLY
EACH
e FIVE HUNDRED FORTY
DOLLARS
AND
NO
CENTS
p
$ 54o.00 $ 1,o80.00
EACH
11
5
CONCRETE VALVE VAULT
EACH
TWELVE HUNDRED THIRTY -THREE
DOLLARS
AND
No
CENTS
$ 1,233.00 $ 6 16 .00
EACH
12
1
REINFORCED CONCRETE ANCHOR BLOCK
® NINETY -FIVE
DOLLARS
AND
NO
CENTS
$ 95.00 $ .00
EACH
TOTAL PRICE WRITTEN IN WORDS
SIXTY -THREE THOUSAND SEVEN HUNDRED SIXTY DOLLARS
AND
FIFTY -SEVEN CENTS
TOTAL$ 63,760.57
0
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 THE
CHECK OR BOND ACCOMPANYING THIS BID SHALL BECOME THE PROPERTY OF THE CITY OF NEWPORT
BEACH.
LICENSED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF CALIFORNIA PROVIDING
FOR THE REGISTRATION OF CONTRACTORS, LICENSE N0. 82211
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 TH� PART OF
THE UNDERSIGNED IN MAKING UP THIS BID.
ACCOMPANYING THIS PROPOSAL IS BIDDERS BOND
CASH, CERTIFIED CHECK, CASHIERS CHECK OR BOND)
IN AN AMOUNT NOT LESS THAN 10 PERCENT OF THE TOTAL BID PRICE.
KI 9 -1551
PHONE NUMBER
JAMES 1. GALLACHER
BIDDERS NAME
(SEAL)
SEPT. 17, 1963•
/S/
JAMES I. GALLACHER
DATE
AUTHORIZED SIGNATURE
1135 BAKER ST.
z
AUTHORIZED IGNA URE
COSTA MESA
AN INDIVIDUAL
BIDDERS ADDRESS
TYPE OF ORGANIZATION
(INDIVIDUAL, CORPORATION)
COPARTNERSHIP)
LIST BELOW NAMES
OF PRESIDENT, SECRETARY,
TREASURER AND MANAGER
IF A CORPORATION
AND NAMES OF ALL COPARTNERS IF A COPARTNERSHIP:
PAGE 3
DESIGNATION OF SUB - CONTRACTORS
THE UNDERSIGNED CERTIFIES THAT HE HAS USED THE SUB -BIDS OF THE FOLLO4ING
LISTED CONTRACTORS IN MAKING UP HIS 810 AND THAT THE SUB- CONTRACTORS LISTED
WILL BE USED FOR THE WORK FOR WHICH THEY BIDS SUBJECT TO THE APPROVAL OF
THE CITY ENGINEER, AND IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE
SPECIFICATIONS. NO CHANGE MAY BE MADE IN THESE SUB- CONTRACTORS EXCEPT UPON
THE PRIOR APPROVAL OF THE CITY COUNCIL OF THE CITY OF NEWPORT BEACH.
ITEM OF WORK SUS- CONTRACTOR ADDRESS
1. VAULTS ASSo C. CONCRETE PRODUCTS
2.
3•
4.
5•
6.
JAMFS I . (,Al i ArWrP
BIDDER'S NAME
/S/ NAMES I. GALLACHER
AUTHORIZED SIGNATURE
AN INDlVInl1Al
TYPE OF ORGANIZATION
(INDIVIDUALS COPARTNERSHIP OR CORPORATION
1135 BAKER ST.
COSTA MESA
ADDRESS
4
1
• BOND # B40 441
BIDDERS BOND TO ACCOMPANY PROPOSAL
KNOW ALL MEN BY THESE PRESENT,
THAT WE, JAMES I.. GALLACHER
PAGE 4
AS PRINCIPAL,
AND THE UNITED PACIFIC INSURANCE COMPANY AS SURETY, ARE
HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, CALIFORNIA, IN THE SUM OF TEN PER -
10% OF ATTACHED
CENT OF THE ATTACHED BID DOLLARS ($
, LAWFUL MONEY OF THE UNITED
STATES FOR THE PAYMENT OF WHICH SUM WELL AND TRULY TO BE MADE, WE BIND OURSELVES, JOINTLY
AND SEVERALLY, FIRMLY BY THESE PRESENTS.
THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH,
THAT IF THE PROPOSAL OF THE ABOVE BOUNDEN,PRINCIPAL FOR THE CONSTRUCTION OF
AN 18-INCH TRANSMISSION WATER MAIN IN EASTBLUFF DRIVE
IN THE CITY OF NEWPORT BEACH, IS ACCEPTED BY THE CITY COUNCIL OF SAID CITY, AND IF THE
ABOVE BOUNDEN PRINCIPAL SHALL DULY ENTER INTO AND EXECUTE A CONTRACT FOR SUCH CONSTRUCTION
AND SHALL EXECUTE AND DELIVER THE TWO (Z) BONDS DESCRIBED IN THE "NOTICE INVITING BIDS"
WITHIN TEN (10) DAYS (NOT INCLUDING SUNDAY) FROM THE DATE OF THE MAILING OF A NOTICE TO
THE ABOVE BOUNDEN PRINCIPAL BY AND FROM SAID CITY OF NEWPORT BEACH THAT SAID CONTRACT IS
READY FOR EXECUTION, THEN THIS OBLIGATION SHALL BECOME NULL AND VOID; OTHERWISE IT 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 18TH DAY OF
SEPTEMBER , 190-
CORPORATE SEAL (IF CORPORATION)
(ATTACH ACKNOWLEDGMENT FROM OF
ATTORNEY IN FACT)
JAMES I. GALLACHER
PRINCIPAL
A JAMES 1. GALLACHER
BY: JAMES 1. GALLACHER
BY /q/ FvcRFTT L. GRAHAM
EVERETT L. GRAHAM
TITLE ATTORNFY -IN -FACT
so* *13065
PAGE g
LABOR AND MATERIAL BOND
KNOW ALL MEN15Y THESE PRESENTS, THAT
WHEREAS, THE CITY COUNCIL. OF THE CITY OF NEWPORT BEACH, STATE OF CALIFORNIA,
BY MOTION ADOPTED SEPTEMBER 23,_.1261
HAS AWARDED TO JAMES I. GALLAQk R
HEREINAFTER DESIGNATED AS THE "PR 114C 10,AL ", A .CONTRACT FOR TIr Cnuarenrrinu nc
AN 18 -INCH TRANSMISSION WATER MAIN IN EASTBLUFF DRIVE
IN THE (CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAMINGS AND SPECIFI-
CATIONS AND OTHER CONTRACT DOCUI4NTS ON FILE IN THE OFFICE OF THE CITY CLERK.
WHEREAS, SAID PRINCIPAL HAS EXECUTE@ OR IS ABOUT TO EXECUTE SAID CONTRACT
AND THE TERNS T14EREOF REQUIRE THE FURNt" ING OF A BOND WITH SAID CONTRACT,.PROVID-
ING 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 SANE TO
THE EXTENT HEREINAFTER SET FORTH:
NOW, THEREFORE.., WE JAMES 1, GALLACHER
AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE CONTRACTOR AND nth IINTfPVn PACTPTC
INSi lARCE ' COMPANY
AS SURETY, ARE,AWELD FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE SUM Of
Thirty One Thousand Eight Hundred Eighty Dollars
and 381300 o DOLLARS .0 '31,880_29
SAID SUM BEING ONE -HALF OF THE ESTIMATCO AMOUNT 0AYASLE BY THE CITY OF NEWPORT
BEACH UNDER THE TERMS OF THE CONTRACT,, FOR WN ICH 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 SUB-
CONTRACTORS, FAIL TO PAY FOR ANY MATERIALS, RROYISIONS, 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 13 BROUGHT
UPON THE BOND,$ A REASONABLE ATTORNEY °S FEE., TO BE FIXED BY THE COURT, AS REQUIRED
BY THE PROVISIONS OF SECTION 4201E OF THE.GOVERNMENT CODE OF THE STATE OF CALIFORNIA.
0
(LABOR AND MATERIAL BOND - CONTINUED.)
BOND 04-13065
PACE 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
42O5 OF THE GoVERNBENT.CODE OF THE STATE OF CALIFORNIA.
AND THE SAID SURETY, FOR VJLUE RECEIVED, NEREBY STIPULATES AND AGREES THAT
NO CHANGE, EXTENSION OF TIME, ALTERATIONS OR ADDITIONS TO THE TERNS OF THE
CONTRACT OR TO THE WORK TO BE PERFORMED THEREUNDER OR THE SPECIFICATIONS
ACCOMPANYING THE SAME SMALL IN ANY WISE AFFEST ITS OBLIGATIONS ON THIS BOND,
AND IT DOES HEREBY NAIVE NOTICE OF ANY SUCH CHANGE, EXTENSION OF TIME, ALTER-
ATIONS OR ADDITIONS TO THE TERNS OF THE CONTRACTOR OR TO THE WORK OR 10 THE
SPECIFICATIONS.
IN WITNESS WWMOF, THIS INSTRUMENT MAO BEEN DULY EXECUTED BY THE PRINCIPAL
AND SURETY ABOVE MAMED, ON THE First DAY OF October ,,196 -0
JAM I. GALIAOMM (SEAL)
EAL)
JAM I. 1m
(SEAL)
NTRACTOR
THE MUTO PACIFIC INSMANU - - - -_
EPMTT E. GRAHAM
ATTORNZY - -IH -FACT
_�SCA`L )
SURETY
APrRoVEO AO To FORMS
icy, �✓.. �c�.,�
CITY AYtybitmltv
THIS BOND WAS APPROVED Bp�Y THE CITT. COUNCIL
OF THE CITY OF NKWORT o6ACN BY NOTION
ON
ATE
ATTESTS
CITY CLXRN
t
On Ootober 1, 1969 , before me, aosx N. -LEAHY
a Notary Public of the State of California, having a principal place of business in OMNGE County,
personally appeared EVERETT L. GRAHAM
known to me to be the person who executed the within instrument as Ali 'y- In-F_a ton behaatUNI of D PACIF IC
INSURANCE COMPANY, and acknowledged to me that said corporation exec ed he s
-#My Commission Expires 19
JOHN otei /Public
C=MiWon F* resAust 16, 1965
B -2004 Callfornfe — Juret Rev. 1 -61
...,...:...s -..mss . �-_ _
PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS THAT,
B0M+B413065
PAGE 7
WHEREAS, THE CITY COUNCIL OF NEWPORT BEACH, STATE OF CALIFORNIA, BY MOTION
ADOPTED SrorruBBR 2g, 3963
HAS AWARDED TO JAMES I. GALLACHER
HEREINAFTER DESIGNATED AS THE "PRINCIPAL"" A CONTRACT FOR THE CONSTRUCTION OF
AN 18 —INCH TRANSMISSION WATER MAIN IN EASTBLUFF DRIVE
IN THE CITY OF NEWPORT BEACH, IN STRICT CONFORMITY WITH THE DRAWINGS AND
SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS NOW ON FILE IN THE OFFICE OF
THE CITY CLERK OF THE CITY OF NEWPORT BEACH.
WHEREAS, SAID PRINCIPAL HAS EXECUTED OR IS ABOUT TO EXECUTE SAID CONTRACT
AND THE TERMS THEREOF REQUIRE THE FURNISHING A BOND FOR THE FAITHFUL PERFORMANCE
OF SAID CONTRACT,
NOW, THEREFORE, wE, TAIMS I. GAZI,A EM
AS PRINCIPAL, HEREINAFTER DESIGNATED AS THE "CONTRACTOR" AND n. U111EM PAjOIFIC
IATSURANCE COMPANY
AS SURETY, ARE HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, IN THE
THIRTY DO A EIGHT H
SUM of EIGHTY I&M M — — DOLLARS ($ -J]_ ,,880_22
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
PAYMENT, WELL AND TRULY TO BE MADE, WE BIND OURSELVES, OUR HEIRS, EXECUTORS AND
ADMINISTRATORS) SUCCESSORS OR ASSIGNS, JOINTLY AND SEVERALLY, FIRMLY B.Y 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 ANP 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.
134# 34130 65
(PERFORMANCE BOND — CONTINUED)
PAGE 8
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 First DAY OF October 1961ta
APPROVED AS TO FORM:
4—C�iCITY ATi40NEY • c �~
JAMM I. GAI,IAGM (SEAL)
L)
E
THE UNITZLI PACIFIC INSInIOU
COMPANY (SEAL)
rZIURET Y
Y: EP,,RL'TT L. GRAHAM
ATTOWTEY— INaFACT
i
r
F
On OCTOBER 1. 1963 —before me, JOHN N_ IXAHX ,
a Notary Public of the State of California, having a principal place of business In ORANGTr . County,
personally appeared EVERETT L. GRAHAM
known to me to be the person who executed the within instrument as At to -in -Fact on behalf of thZNITD CI FIC
INSURANCE COMPANY, and acknowledged to me that said corporation axe tad s
My Commission Expires �(j}{N NNZC�,7Tf-� -" 19 —. Notary P lc
My C0mmi3sl0n Expires August 16, 1965
8 -2004 California - Juret Rev. 1 -61
PAGE 9
NON COLLUSION AFFIDAVIT
THE BIDDERS, BY ITS OFFICERS AND AGENTS OR REPRESENTATIVES PRESENT AT THE TIME OF
FILING THIS BID, BEING DULY SWORN ON THEIR OATHS SAY, THAT NEITHER THEY NOR ANY
OF THEM, HAVE IN ANY WAY, DIRECTLY OR INDIRECTLY, ENTERED INTO ANY ARRANGEMENT OR
AGREEMENT WITH ANY OTHER BIDDER, OR WITH ANY PUBLIC OFFICER OF SUCH CITY OF NEWPORT
BEACH WHEREBY SUCH AFFIANT OR AFFIANTS OR EITHER OF THEM, HAS PAID OR IS TO PAY TO
SUCH BIDDER OR PUBLIC OFFICER ANY SUM OF MONEY, OR HAS GIVEN OR IS TO GIVE TO SUCH I
OTHER BIDDER OR PUBLIC OFFICER ANYTHING OF VALUE WHATEVER, OR SUCH AFFIANT OR AFFIANT!
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; THATi
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 CON- I
TRACTOR FROM CONSIDERING ANY BID FROM ANY SUBCONTRACTOR OR MATERIALMAN WHICH'.IS.NOT
PROCESSED THROUGH SAID BID DEPOSITORY, OR WHICH PREVENT ANY SUBCONTRACTOR OR MATER -
IALMAN 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, .i
PAID OR DELIVERED TO ANY PERSON WHOMSOEVER TO INFLUENCE THE ACCEPTANCE OF THE SAID
BID OR AWARDING OF THE CONTRACT, NOR HAS THIS BIDDER ANY AGREEMENT OR UNDERSTANDING
OF ANY KIND WHATSOEVER, WITH ANY PERSON WHOMSOEVER TO 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.
/SJ JAMES I GALLACHER
SUBSCRIBED AND SWORN TO BEFORE ME BY
THIS 18 DAY OF SEPTEMBER , 196 _L.
MY COMMISSION EXPIRES:
AUGUST 16, 19655 /S/ JOHN N. LEAHY
NOTARY PUBLIC
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*
PREVIOUS WORK CITY OF NEWPORT BEACH
S mru
C O N T R A C T
0
PAGE 11
THIS AGREEMENT) MADE AND ENTERED INTO THIS _DAY OF O' CA Dom.- 1961,
BY AND BETWEEN THE CITY OF NEWPORT BEACH, CALIFORNIAN HEREINAFTER DESIGNATED AS THE
CITY, PARTY OF THE FIRST PART, AND
JAMES 1. GALLACHER
HEREINAFTER DESIGNATED AS THE CONTRACTORI PARTY OF THE SECOND PART.
WtTNESSETH: THAT THE PARTIES HERETO DO MUTUALLY AGREE AS FOLLOWS:
1. FOR AND IN CONSIDERATION OF THE PAYMENTS AND AGREEMENTS HEREINAFTER MENTIONED
TO BE MADE AND PERFORMED BY THE CITY, THE CONTRACTOR AGREES WITH THE CITY TO FURNISH
ALL MATERIALS AND LABOR FOR THE CONSTRUCTION OF
AN 18-INCH TRANSMISSION WATER MAIN IN EASTBLUFF DRIVE
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, EQUIPMENTS LABOR AND MATERIALS NECESSARY THEREFOR, (EXCEPT
SUCH MATERIALS, IF ANY, AS IN THE SAID SPECIFICATIONS ARE STIPULATED TO BE FURNISHED
BY THE CITY) AND TO DO EVERYTHING REQUIRED BY THIS AGREEMENT AND THE SAID PLANS
AND SPECIFICATIONS.
Z. FOR FURNISHING ALL SAID MATERIALS AND LABOR, TOOLS AND EQUIPMENT, AND DOING
ALL THL WORK CONTEMPLATED AND EMBRACED IN THIS AGREEMENT, ALSO FOR ALI_ LOSS AND DAMAGE;
ARISING OUT OF THE NATURE OF THE WORK AFORESAID) OR FROM THE ACTION OF THE ELEMENTS,
OR FROM ANY UNFORESEEN DIFFICULTIES WHICH MAY ARISE OR BE ENCOUNTERED IN THE PROSECU-
TION OF THE WORK UNTIL ITS ACCEPTANCE BY THE CITY, AND FOR ALL RISKS OF EVERY
DESCRIPTION CONNECTED WITH THE WORK; ALSO) FOR ALL EXPENSES INCURRED BY OR IN CONSE-
QUENCE OF THE SUSPENSION OR DISCONTINUANCE OF WORK, EXCEPT SUCH AS IN SAID SPECIFI-
CATIONS ARE EXPRESSLY STIPULATED TO BE BORNE BY THE CITY; AND FOR WELL AND FAITHFULLY
COMPLETING THE WORK AND THE WHOLE THEREOF, IN THE MANNER SHOWN AND DESCRIBED IN THE
SAID PLANS AND SPECIFICATIONS, THE CITY WILL PAY AND THE CONTRACTOR SHALL RECEIVE IN
FULL COMPENSATION 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 CONTRACTSTO PAY THE SAME AT THE TIMEY IN THE MANNER AND UPON
THE CONDITIONS SET FORTH IN THE SPECIFICATIONS; AND THE SAID PARTIES FOR THEMSELVES,
THEIR HEIRS, EXECUTORS, ADMINISTRATORS, SUCCESSORS AND ASSIGNS, DO HEREBY AGREE TO
THE FULL PERFORMANCE OF"THE COVENANTS HEREIN CONTAINED.
4. THE NOTICE TO BIDDERS, INSTRUCTIONS TO BIDDERS, CONTRACTORS PROPOSAL, AND '
THE PLANS AND SPECIFICATIONS, AND ALL AMENDMENTS THEREOF, WHEN APPROVED BY THE PARTIES
HERETO OR WHEN REQUIRED BY THE CITY IN ACCORDANCE WITH THE PROVISIONS OF THE PLANS
AND SPECIFICATIONS ARE HEREBY INCORPORATED IN AND MADE PART OF THIS AGREEMENT.
0
PAGE 12
IN WITNESS WHEREOF, THE PARTIES HERETO HAVE CAUSED THIS CONTRACT TO BE
EXECUTED THE DAY AND YEAR FIRST ABOVE WRITTEN.
- ATTEST:
CITY CLER
APPROVED AS TO FORM:
Asi CITY A ORNEY
CITY OF NEWPORT BEACH, CALIFORNIA
BY Cif '61c,4
MAYOR
JAMES I_ aAT.T.4t'9X2
CONTRACTOR
BY
JT I.
'Ohm QL
TITLE
BY
ITLE
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
THE CONSTRUCTION OF AN 16-INCH TRANSMISSION WATER MAIN
1.0 SCOPE
THE WORK UNDER THIS CONTRACT CONSISTS OF FURNISHING ALL MATERIALS AND
EQUIPMENT AND PROVIDING ALL LABOR FOR THE INSTALLATION OF AN 18 —INCH
REINFORCED CONCRETE CYLINDER PIPE ON EASTBLUFF DRIVE, CITY OF NEWPORT
BEACH, 'INCLUDING VALVES, VAULTS, PIPE OUTLETS AND APPURTENANCES AS
SHOWN ON THE DRAWINGS AND IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS
OF THE CITY OF NEWPORT BEACH, AND THESE SPECIAL PROVISIONS.
2.0 CONTRACT TLME
CONTRACT TIME SHALL BE 120 CALENDAR DAYS FROM THE DATE OF EXECUTION OF
THE CONTRACT BY THE CITY.
3.0 DRAWINGS AND INFORMATION REQUIRED OF CONTRACTOR
BEFORE PROCEEDING WITH THE FABRICATION OF PIPE, FIIITINGS OR APPURTENANCES,
THE CONTRACTOR SMALL FURNISH THE CITY FOR APPROVAL, SHOP DRAWINGS, SPECI-
FICATIONS, LISTS, AND GRAPHS AS REQUIRED-UNDER THESE SPECIFICATIONS. SAID
DRAWINGS, SPECIFICATIONS, LISTS, AND GRAPHS SHALL BECOME THE PROPERTY OF
THE OWNER. IN THE EVENT THAT THE CITY SHALL FIND THAT THE DRAWINGS, SPEC-
IFICATIONS, LISTS, AND GRAPHS AS 'SUBMITTED BY THE CONTRACTOR ARE IN ACCORD
WITH ACCEPTABLE PRACTICE AND MEET THE REQUIREMENTS OF THESE SPECIFICATIONS,
THE CITY WILL RETURN ONE SET OF DRAWINGS AND LISTS WITHIN TEN (10) DAYS;
OTHERWISE SAID DRAWINGS WILL BE RETURNED TO THE CONTRACTOR WITHIN THE SAID
TEN (10) DAY PERIOD WITH A STATEMENT OF THE POINTS WHEREIN THEY HAVE BEEN
FOUND UNSATISFACTORY, IN WHICH CASE THE CONTRACTOR, AT HIS OWN EXPENSE,
SHALL PROCEED AT ONCE TO REVISE SAID DRAWINGS AND LISTS UNTIL THEY SHALL
BE FOUND SATISFACTORY BY THE CITY+ NO FABRICATION SHALL BE DONE PRIOR TO
APPROVAL OF DRAWINGS AND LISTS. THE CONTRACTOR SHALL HAVE NO CLAIM FOR
DAMAGES OR EXTENSION OF TIME ON ACCOUNT OF ANY DELAY DUE TO THE REVISION
OF DRAWINGS AS FOUND NECESSARY BY THE CITY IN ORDER TO FULFILL THE RE-
QUIREMENTS OF THESE SPECIFICATION:. REVISIONS SHOWN ON SHOP DRAWINGS SHALL
BE CONSIDERED AS CHANGES NECESSARY TO MEET THE REQUIREMENTS OF THE SPECI-
FICATIONS AND SHALL NOT BE TAKEN AS THE BASIS OF CLAIMS FOR EXTRA WORKe
4.O PIPE
4.1 REINFORCED CONCRETE CYLINDER PIPE AND FITTINGS (PRE — TENSIONED)
A., GENERAL
CEMENT USED IN MORTAR LINING AND COATING SHALL BE PORTLAND
CEMENT TYPE 11.
REINFORCED CONCRETE CYLINDER PIPE (PRE-TENSIONED) SHALL CONFORM
TO FEDERAL SPECIFICATION SS -P -381, DATED,SEPTEMSER 14, 19551
WITH AMENDMENTS AS FOLLOWS:
SP -2
B. CYLINDERS
CYLINDERS SHALL BE FABRICATED FROM HOT - ROLLED CARBON SHEETS CON-
FORMING TO A.S.T.M. TENTATIVE SPECIFICATION A- 415 -57T (INCLUDING
LATEST REVISIONS) EXCEPT THAT THE CARBON CONTENT MAY BE A MAXIMUM
OF 0.25% AND THE MAXIMUM YIELD POINT SHALL BE 27,000 PSI - ONLY
HELICAL SEAMS WILL BE PERMITTED IN THE CYLINDERS.
C. REINFORCEMENT
THE CIRCUMFERENTIAL ROD REINFORCEMENT SHALL CONFORM TO THE CUR-
RENT SPECIFICATIONS FOR BILLET -STEEL BARS FOR CONCRETE REINFORCE-
MENT, ASTM SPECIFICATIONS A15, INTERMEDIATE GRADE (MINIMUM YIELD
POINT OF 40,000 PSI). DEFORMED BARS SHALL NOT BE USED-
D. STEEL REINFORCEMENT ASSEMBLY
(DELETE PARAGRAPHS UNDER SECTION 3.32 OF FEDERAL SPECIFICATIONS
SS -P -381, AND SUBSTITUTE THE FOLLOWING.)
THE TOTAL CROSS - SECTIONAL AREA OF STEEL SHALL BE DETERMINED ON THE
BASIS THAT THE CYLINDER AND THE ROD WRAP REACH THEIR RESPECTIVE
SPECIFIED MINIMUM YIELD STRESSES SIMULTANEOUSLY AT AN INTERNAL
PRESSURE EQUAL TO 2 -1/4 TIMES THE WORKING PRESSURE. THE _.AREA OF
ROD REINFORCEMENT IN SQUARE INCHES PER LINEAR FOOT SHALL BE NUM-
ERICALLY EQUAL TO AT LEAST 1% OF THE INSIDE DIAMETER OF THE PIPE
IN INCHES; SHALL BE NOT LESS THAN 0.30 SQUARE INCHES PER LINEAR
FOOT; AND SHALL NOT EXCEED 60% OF THE TOTAL CIRCUMFERENTIAL
REINFORCEMENT.
E- JOINT RINGS
THE BELL RING SHALL BE OF SUCH THICKNESS THAT THE TOTAL CROSS -
SECTIONAL STEEL AREA OF THE BELL PLUS THE SPECIALLY WOUND CIRCUM-
FERENTIAL REINFORCEMENT AROUND THE BELL SHALL BE ONE -THIRD GREATER
THAN THAT REQUIRED IN THE BODY OF THE PIPE. MINIMUM ALLOWABLE
BELL THICKNESS FOR THE 18 -INCH PIPE JOINT SHALL BE 8 GUAGE.
F. CEMENT MORTAR LINING
A LINING OF PORTLAND CEMENT CONCRETE COMPOSED OF ONE PART OF
CEMENT TO NOT MORE THAN THREE PARTS OF FINE AGGREGATE BY WEIGHT
SHALL BE SPUN IN THE PIPE TO A THICKNESS OF 3/4 -INCH FOR THE 18-
INCH PIPE.
THE THICKNESS OF THE LINING SHALL NOT VARY MORE THAN 25% FROM
THAT SPECIFIED. THE LINING SHALL BE APPLIED BY THE CENTRIFUGAL
PROCESS IN A MACHINE APPROVED IN COMMERCIAL USE FOR THIS PROCESS.
EXTERNAL STIFFENER RINGS SHALL BE PLACED AROUND THE STEEL CYLINDER
DURING THE CENTRIFUGATING OF THE LINING TO INSURE THE QUALITY AS
SPECIFIED. WHILE THE LINING IS ATTAINING ITS INITIAL SET,
0
SP -3
SUFFICIENT STIFFENER RINGS SHALL REMAIN ON THE PIPE TO KEEP THE
DEVIATION FROM THE MEAN DIAMETER OF THE CYLINDER, AT ANY SECTION,
TO A MAXIMUM OF ONE -HALF PER CENT THESE RINGS SHALL BE LEFT IN
PLACE DURING THE MINIMUM LINING DURING PERIOD AS SPECIFIED.
G. PLACING OF BAR REINFORCEMENT
AT THE TIME OF WINDING OF THE CIRCUMFERENTIAL ROD REINFORCEMENT,
A PORTLAND CEMENT SLURRY COMPOSED OF ONE SACK OF CEMENT TO NOT
MORE THAN FIVE GALLONS OF WATER SHALL BE APPLIED TO THAT PORTION
OF THE ROD WHICH WILL BE IN CONTACT WITH THE CYLINDER. ONLY THAT
PORTION OF THE ROD BEARING AGAINST THE CYLINDER NEED BE COATED.
H. CEMENT - MORTAR OR CONCRETE ENCASEMENT
CONCURRENT WITH APPLICATION OF THE COATING, A CEMENT SLURRY COM-
POSED OF ONE SACK OF PORTLAND CEMENT TO NOT MORE THAN FIVE GALLONS
OF WATER SHALL BE APPLIED IN SUCH A MANNER AS TO COAT EVENLY AND
UNIFORMLY THE EXPOSED SURFACE OF THE ST, EEL ASSEMBLY AND THE PRO-
GRESSING INCLINED SURFACE OF THE MORTAR COATING.
4.2 MORTAR -LINED AND COATED STEEL PIPE AND FITTINGS (NON- PRETENSIONED)
A. GENERAL
MORTAR -LINED AND COATED STEEL PIPE SHALL BE NON- PRETENSIONED PIPE
CONFORMING TO INTERIM FEDERAL SPECIFICATION SS- P- 003851 DATED
FEBRUARY 10, 1961, WITH MODIFICATIONS AS SPECIFIED HEREIN.
CEMENT USED IN MORTAR LINING AND COATING SHALL BE PORTLAND CEMENT
TYPE H.
B. CYLINDER AND REINFORCEMENT ASSEMBLY
THE WALL THICKNESS OF THE STEEL CYLINDER SHALL BE COMPUTED ON THE
BASIS OF HAVING A MAXIMUM STRESS OF 13,500 PSI IN THE STEEL AT
THE DESIGN.PRESSURE• MINIMUM WALL THICKNESS SHALL BE AS SPECI-
FIED IN TABLE I OF FEDERAL SPECIFICATION SS -P- 00385.
EXTERIOR REINFORCEMENT SHALL CONSIST OF HELICALLY -WOUND NO. 15 GAGE
STEEL WIRE PLACED AS SHOWN ON THE DRAWINGS.
C. JOINTS
THE BELL AND SPIGOT RUBBER- GASKETED JOINTS SHALL HAVE A MINIMUM
WALL THICKNESS OF 3/16 -INCH AND SHALL BE DESIGNED TO WITHSTAND A
STEEL STRESS OF 22,000 PSI.
THE JOINT RINGS SHALL BE SIZED TO THE DESIGN DIAMETER WITH THE FOL-
LOWING TOLERANCE. WHEN ASSEMBLED, THE MAXIMUM DIFFERENCE IN THE
CIRCUMFERENTIAL MEASUREMENT BETWEEN THE OUTSIDE CIRCUMFERENCE OF THE
SPA
SPIGOT RING AND THE INSIDE CIRCUMFERENCE OF THE BELL RING SHALL
BE .125 -INCH- UNDER ALL CIRCUMSTANCES THE JOINT RINGS SHALL BE
TRULY ROUND.
D. CEMENT - MORTAR LINING
CEMENT MORTAR LINING SHALL DEVELOP AN ULTIMATE COMPRESSIVE
STRENGTH OF 3,000 TO 4,000 PSI AT 28 DAYS AS DETERMINED BY ASTM
SPECIFICATIONS C39. THE THICKNESS OF THE INSIDE LINING SHALL BE
-f -INCH MINIMUM FOR THE 18-INCH DIAMETER PIPE. THE PIPE CYLINDER
SHALL BE MAINTAINED IN TRULY CIRCULAR SHAPE DURING THE PLACING
AND CURING OF THE CEMENT- MORTAR LINING. THE OUT -OF- ROUNDNESS OF
THE PIPE CYLINDER SHALL NOT VARY MORE THAN I OF 1 PERCENT WHEN
MEASURED ON ANY DIAMETER. A TOLERANCE OF IN -INCH IN THE NOMINAL
INSIDE DIAMETER OF THE LINED PIPE WILL BE ALLOWED.
E. MORTAR COATING
THE CEMENT - MORTAR COATING SMALL BE 3/4 INCH MINIMUM OVER THE EXTER-
IOR SHELL OF THE CYLINDER PIPE. COATING SHALL NOT BE APPLICED UN-
TIL THE INTERIOR LINING HAS BEEN ALLOWED TO CURE FOR A MINIMUM
PERIOD OF TWENTY -FOUR (24) HOURS BY WATER, OR TWELVE (12) HOURS
BY STEAM.
F. BENDS AND SPECIALS
WHERE BENDS ARE SHOWN ON THE DRAWINGS THE RADIUS, UNLESS OTHERWISE
SPECIFIED, SHALL BE NOT LESS THAN Z -j TIMES THE PIPE DIAMETER-
SPECIALS SUCH AS OUTLETS, WYES, CROSSES, ETC., SHALL BE MANUFAC-
TURED BY THE SAME MANUFACTURER WHO SUPPLIES THE PIPE. STEEL WALL
FOR PIPE, LINING AND COATING THICKNESSES SHALL BE THE SAME AS FOR
THE PIPE SECTIONS. HAND PLACED LINING AND COATING WILL BE PER-
MITTED PROVIDED THE RESULTS ARE EQUAL TO THOSE OBTAINED BY MECHAN-
ICAL MEANS,
HYDROSTATIC TESTING Of SPECIALS SHALL. NOT BE REQUIRED IF PREVIOUSLY
TESTED PIPE IS USED IN THEIR CONSTRUCTION. ALL WELDS SHALL BE
TESTED BY THE DYE CHECK METHOD, HOWEVER.
4.3 ASBESTOS - CEMENT PIPE AND FITTINGS
ASBESTOS CEMENT PIPE SHALL BE CLASS 150 CONFORMING TO SECTION 19-02 (1)
OF THE STANDARD SPECIFICATIONS. COUPLINGS MAY BE RING -TITER OR FLUID -
TITE COUPLINGS. FITTINGS SHALL BE RING -TITE AS DESIGNATED IN THE STAN-
DARD SPECIFICATIONS.
4.4 GALVANIZED STEEL PIPE AND FITTINGS
GALVANIZED STEEL PIPE AND FITTINGS SHALL CONFORM TO THE REQUIREMENTS OF
SECTION 19 -02 (6) OF THE STANDARD SPECIFICATIONS.
0 •
SP -5
4.5 PROTECTIVE COATING
THE EXPOSED ENDS OF STEEL CYLINDER PIPE (PRE- TENSIONED AND NON- PRETEN-
SIONED) AND BELL AND SPIGOT JOINTS SHALL RECEIVED A PROTECTIVE COATING
APPLICATION OF KOPPERS BITU14ASTIC 11 -S PRIMER AND TWO COATS OF KOPPERS
BITUMASTIC IOO. TOTAL DRY -MIL THICKNESS OF COATING SHALL BE 15 MILS.
4.6 INSTALLATION AND PAYMENT
4. GENERAL
PIPE LINES SHALL BE INSTALLED TO THE LINES AND GRADES SHOWN ON THE PLANS
AND IN ACCORDANCE WITH THESE SPECIFICATIONS.
4.62 TRENCH EXCAVATION AND BACKFILL
TRENCH EXCAVATION AND BACKFILL FOR THE 18 -INCH TRANSMISSION MAIN SHALL
CONFORM TO THE REQUIREMENTS OF SECTIONS 16 -04 AND 16 -07 OF THE STAN-
DARD SPECIFICATIONS OF THE CITY.
4.63 INSTALLATION OF REINFORCED CONCRETE CYLINDER PIPE
A. EXCEPTIONAL CARE SHALL BE TAKEN IN PLACING MORTAR -LINED AND COATED
PIPE AND IN- MAKING FIELD JOINTS. UNDER NORMAL LAYING CONDITIONS
THE BELL END OF PIPE SECTIONS WILL FACE IN THE DIRECTION OF LAYING.
BEFORE PLACING THE SPIGOT INTO THE SELL END OF THE PIPE SECTION
PREVIOUSLY LAIDP THE SPIGOT GROOVE, THE RUBBER GASKET, AND THE BELL
SHALL BE THOROUGHLY CLEANED. THEN THE SPIGOT GROOVE, THE RUBBER
GASKET, AND THE FIRST TWO INCHES OF THE BELL SHALL BE LUBRICATED
- WITH A SOFT VEGETABLE COMPOUND. THE GASKET AFTER BEING LUBRICATED
SHALL BE UNIFORMLY STRETCHED WHEN PLACING IT IN THE SPIGOT GROOVE
SO THAT THERE IS A UNIFORM VOLUME OF RUBBER DISTRIBUTED AROUND THE
CIRCUMFERENCE.
B. PRIOR TO ASSEMBLING THE JOINT2 THE INSIDE SHOULDER OF THE BELL SHALL
BE "BUTTERED it WITH A STIFF MORTAR CONSISTING OF ONE PART CEMENT TO
ONE AND ONE -HALF PARTS OF SAND. A BACKING -UP ACCESSORY SUCH AS AN
INFLATED RUBBER BALL WRAPPED WITH BURLAP SHALL BE PLACED IN THE
JOINT TO COMPACT THE MORTAR AND COMPLETELY FILL THE INSIDE ANNULAR
SPACE AS THE'MORTAR IS SQUEEZED AGAINST IT WHEN THE SPIGOT IS
CENTERED. THE EXCESS MORTAR SHALL BE WIPED OFF BY PULLING THE
BACKtMG -UP TOOL THROUGH TO THE NEXT JOINT) LEAVING A SMOOTH AND CON-
TINUOUS SURFACE BETWEEN THE PIPE SECTIONS.
C• AFTER THE JOINT IS ASSEMBLED A THIN METAL FEELER GUAGE SHALL BE IN-
SERTED BETWEEN THE BELL AND THE SPIGOT AND THE POSITION OF THE RUBBER
GASKET CHECKED AROUND THE COMPLETE CIRCUMFERENCE OF THE PIPE- IF
THE GASKET IS NOT IN THE PROPER POSITION, THE PIPE SHALL BE WITH -
DRAWN, THE GASKET CHECKED TO SEE THAT IT IS NOT OUT OR DAMAGED, THE
PIPE RELAID� AND THE GASKET POSITION AGAIN CHECKED.
D. A MOISTURE.RESISTANT PAPER OR CLOTH BAND, MARMAC HEAVY DUTY DIAPER
OR APPROVED EQUAL SHALL THEN BE PLACED AROUND THE OUTSIDE OF THE
PIPE AND CENTERED OVER THE JOINT TO PREVENT DIRT FROM ENTERING THE.
JOINT RECESS. THE JOINT PAPER SHALL BE BOUND TO THE PIPE BY THE
USE OF 3 {8-INCH STEEL BOX STRAPPING OR BY' AN EQUIVALENT METHOD.
sP -6
THE PAPER SHALL COMPLETELY AND SNUGLY ENCASE THE OUTSIDE JOINT EXCEPT
FOR AN OPENING AT THE TOP WHERE MORTAR GROUT IS TO BE POURED INTO
THE JOINT RECESS.
E.' AFTER THE JOINT PAPER IS IN PLACE AND PROPERTLY SUPPORTED, THE JOINT
RECESS SHALL BE MOISTENED WITH WATER AND THEN FILLED WITH SEMI -FLUID
MORTAR CONSISTING OF ONE PART CEMENT TO TWO PARTS OF SAND MIXED TO
THE CONSISTENCY OF THICK CREAM. THE MORTAR SHALL BE POURED INTO THE
JOINT RECESS FROM ONE SIDE ONLY AND RODDED INTO.PLACE UNTIL IT APPEARS
ON THE OPPOSITE SIDE OF THE PIPE. THIS MORTAR GROUT SHALL COMPLETELY
FILL THE OUTSIDE ANNULAR SPACE BETWEEN THE ENDS OF THE PIPE AND
AROUND THE COMPLETE CIRCUMFERENCE. AFTER THE RECESS HAS BEEN FILLED,
THE JOINT PAPER SHALL BE REPLACED OVER THE OPENING LEFT FOR POURING AND
THE MORTAR ALLOWED TO SET.
F. THE LAYING OF PIPE ON CURVED ALIGNMENT BY MEANS OF UNSYMMETRICAL CLO-
SURE OF SPIGOT INTO SELL RINGS SHALL BE PERMITTED UP TO 1 -INCH PULL
FROM A NORMAL 1/4 -INCH WIDE MORTAR SPACE ON ONE SIDE OF THE JOINT.
G• A MILD STEEL JUMPER BAND OR WIRE SHALL BE INSTALLED AT EACH PIPE OR
FITTING JOINT TO PROVIDE A CONTINUOUS ELECTRICAL CIRCUIT BY WELDING
THE RESPECTIVE ENDS OF THE WIRE TO THE BELL AND SPIGOT ENDS OF THE
PIPE AFTER THE JOINT !S MADE AND CHECKED BUT PRIOR TO GROUTING.
4.64 INSTALLATION OF ASBESTOS - CEMENT PIPE
INSTALLATION OF ASBESTOS- CEMENT PIPE SHALL CONFORM TO THE REQUIREMENTS
OF SECTION 19 -05 OF THE STANDARD SPECIFICATION OF THE CITY.
4.7 PAYMENT
PAYMENT FOR THE VARIOUS CLASSES OF PIKE SHALL BE ON A UNIT PRICE PER LIN-
EAR FOOT. THIS BID PRICE SHALL COVER THE FURNISHINGS BY THE CONTRACTOR,
OF ALL PIPC,AND MATERIALS REQUIRED TO INSTALL THE PIPE TO THE LINES AND
GRADES SHOWN ON THE PLANS AND THE PERFORMING OF ALL EXCAVATION, INSTALLA-
TION AND BACKFILL AS SPECIFIED IN THESE PROVISIONS. FITTINGS AND COUPLINGS
ARE TO BE INCLUDED IN THE PRICE PAID PER LINEAR FOOT OF PIPE.,
4.8 MISCELLANEOUS
DURING INSTALLATION OF THE 18 -INCH TRANSMISSION MAIN THE FIRST TWO JOINTS
FOR STANDARD PIPE SECTIONS ADJACENT TO ANY VALVE ON THIS LINE SHALL BE
FIELD WELDED. JOINTS ON BOTH SIDES OF THE VALVE SHALL BE WELDED. Amy
OTHER JOINTS THAT MAY OCCUR WITHIN THE LENGTH COVERED BY THREE STANDARD
PIPE SECTIONS SHALL ALSO BE FIELD WELDED. FIELD WELDING OF JOINTS SHALL
ALSO BE DONE IN ADVANCE OF THE LOCATION OF THE ANCHOR BLOCK AT THE END
OF THE TRANSMISSION MAIN. WELDING SHALL CONFORM TO SECTION 19 -05 (t)
OF THE STANDARD SPECIFICATIONS.
FIELD WELDING OF JOINTS FOR THE 18 -INCH MAIN SHALL ALSO BE DONE WHERE, FOR
ANY REASON, THE SPECIFIED GROUND COVER CANNOT BE OBTAINED.
SP -7
5.0 VALVES
5.1 BUTTERFLY VALVES
BUTTERFLY VALVES SHALL BE FLANGED, WAFER -TYPE, DESIGNED TO WITHSTAND A
WATER WORKING PRESSURE OF 150 PSI. THEY SHALL BE PRATT MODEL ZF 11 OR
APPROVED EQUAL.
OPERATORS SHALL BE PHILADELPHIA GEAR BURIED SERVICE OR APPROVED EQUAL
WITH STANDARD AWWA 2-INCH NUT. OPERATOR SHAFTS SHALL BE DESIGNED TO
WITHSTAND MINIMUM TORQUE RATINGS AS SPECIFIED IN AWWA SEPCIFICATION
c- 5o4 -58.
OPERATOR CASES SHALL BE FULLY GASKETED) SEALED, AND FACTORY GREASED -
PACKED.
5.2 GATE VALVES
GATE VALVES SHALL CONFORM TO THE REQUIREMENTS OF SECTION 19 -02 (8) OF
THE STANDARD SPECIFICATIONS. VALVES SHALL BE kRON BODY, DOUBLE-DISC,
PARALLEL SEAT AND OF THE MANUFACTURERS TYPES SPECIFIED IN THE STAN-
DARDS. THEY SHALL BE N.R.S. WITH STANDARD OPERATING NUT. ALL INSIDE
FERROUS SURFACES OF GATE VALVE SHALL Be PAINTED WITH KEYSITE 740 IN-
TERIOR PROTECTIVE COATING TO A DRY -MIL THICKNESS OF 15 MILS AND AS
RECOMMENDED BY THE MANUFACTURER.
5.3 AIR RELEASE AND COMBINATION VALVES
AIR RELEASE AND COMBINATION AIR AND VACUUM RELEASE VALVES SHALL Be APCO
PRODUCT (N0. SHOWN ON PLANS) OR APPROVED EQUAL. THEY SHALL INCLUDE ALL
MISCELLANEOUS FITTINGS COVER, PIPING, ETC. , TO SERVE AS A COMPLETED UNIT
AS SHOWN ON THE PLANS.
5.4 VALVE BOXES
EACH BURIED GATE VALVE SHALL BE PROVIDED WITH A VALVE BOX AND COVER,
BROOKS PRODUCTS 4TT OR APPROVED EQUAL. VALVE BOX LIDS SHALL BE MARKED
"WATER" OR "W ".
5.5 VAULTS
BUTTERFLY VALVE VAULTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETAILS
SHOWN ON THE PLANS.
5.6 INSTALLATION AND PAYMENT
THE PRICE PAID PER VALVE SHALL INCLUDE FURNISHING ALL MATERIALS INCLUDING
VALVES, GASKETS, NUTS BOLTSI ETC. EXCAVATION, INSTALLATION, AND BACKFILL
OF THE VALVE, AND FURNISHING AND PLACING VALVE BOXES FOR GATE VALVES.
VAULTS FOR BUTTERFLY VALVES WILL BE PAID FOR AS A SEPARATE ITEM. THE PRICE
PAID FOR BUTTERFLY VALVE VAULTS SHALL INCLUDE FURNISHING AND INSTALLING ALL
MATERIALS AS SHOWN ON THE PLANS AND ALL EXCAVATION AND BACKFILL REQUIRED
FOR INSTALLATION OF THE VAULTS.
sP -8
6.0 COUPLINGS
UNLESS OTHERWISE SPECIFIED, COUPLINGS SHALL BE VICTAULIC DESIGNED FOR A
WATER WORKING PRESSURE OF NOT LESS THAN 150 PSI. THEY SHALL BE EQUIPPED
WITH RUBBER GASKETS FOR WATER SERVICE AND SHALL BE DESIGNED FOR USE WITH
PIPE WHICH HAS BEEN BANDED AND MACHINED TO THE DIMENSIONS OF CLASS A
SHOULDERED -END CAST IRON PIPE. BOLTS USED IN VICTAULIC COUPLINGS SHALL BE
OF ALLOY STEEL. PAYMENT FOR VICTAULIC COUPLINGS SHA4L,BE,.,CONS I_DERED TO
BE INCLUDED IN THE PRICE FOR CONCRETE VAULTS.
7.0 CONNECTION TO EXISTING MAIN
THE CONNECTION TO THE EXISTING 18 -INCH MAIN SHALL BE AS SPECIFIED IN SEC-
TION 19 -10 OF THE STANDARD SPECIFICATIONS. PAYMENT FOR CONNECTION TO THE
EXISTING MAIN SHALL BE CONSIDERED TO BE INCLUDED IN THE PRICE PAID PER
LINEAR FOOT OF TRANSMISSION MAIN..
8.0 BLOW -OFF ASSEMBLY
A BLOW -OFF ASSEMBLY SHALL BE INSTALLED IN ACCORDANCE WI-THy, yr�yi.is •�. ,.:,. c.....
THE DETAILS SHOWN ON THE PLANS. PAYMENT SHALL BE ON A LUMP SUM BASIS WHICH
SHALL INCLUDE THE FURNISHING OF PIPE, PIPE CAP AND METER VAULT AS SHOWN.
THE FLANGED OUTLET FROM THE TRANSMISSION MAIN, AND GATE VALVE INCLUDING
VALVE BOX) "XALL.•a, BE CONS I DERED AS PART' OF THE LUMP SUM PAYMENT FOR
BLOW -OFF ASSEMBLY.
9.0 ANCHOR BLOCK AND THRUST BLOCKS
AN ANCHOR BLOCK SHALL BE CONSTRUCTED AT THE END OF THE TRANSMISSION MAIN
IN ACCORDANCE WITH THE DETAILS SHOWN ON THE PLANS. PAYMENT SHALL BE ON A
LUMP SUM BASIS WHICH SHALL INCLUDE THE FURNISHING OF CONCRETE, REINFORCE -
MENTO AND ALL EXCAVATION AND BACKFILL REQUIRED FOR THE COMPLETE INSTALLATION
OF THE ANCHOR BLOCK.
THRUST BLOCKS SHALL BE AS SPECIFIED IN SECTION 19 -11 OF THE STANDARD SPECI-
FICATIONS. PAYMENT FOR THRUST BLOCKS SHALL BE INCLUDED IN THE PRICE PAID
PER LINEAR FOOT OF TRANSMISSION MAIN.
10.0 CONCRETE AND REINFORCEMENT
CONCRETE FOR VAULT FOOTINGS, ANCHOR BLOCK, AND THRUST BLOCKS SHALL CONFORM
TO THE APPLICABLE REQUIREMENTS OF SECTIONS 51 AND 90 OF THE STATE OF rALIF-
ORNIA, DIVISION OF HIGHWAYS STANDARD SPECIFICATIONS DATED JANUARYS 1960.
CONCRETE SHALL BE CLASS "A" (6 -SACK EXCEPT FOR THRUST BLOCKS WHERE CLASS "B"
(5 -SACK) MAY BE USED.
SP -9
10.0 (CONT'D)
REINFORCEMENT WHERE REQUIRED BY THE PLANS] SHALL MEET WITH THE REQUIREMENTS
OF SECTION 52 OF THE STATE STANDARD SPECIFICATIONS.
11.0 PIPE LINE PRESSURE TESTS AND DISINFECTING
11.1 YLUSHING
AFTER THE PIPE LINE HAS BEEN COMPLETELY INSTALLED AND BEFORE IT IS
TESTED, It SHALL BE THOROUGHLY FLUSHED WITH WATER BY THE CONTRACTOR TO
REMOVE ALL DIRT AND OTHER FOREIGN MATTER. PAYMENT FOR TESTING AND
DISINFECTING SHALL BE INCLUDED IN THE PRICE PAID PER LINEAR FOOT OF
TRANSMISSION MAIN.
11.2 TESTING
THE CONTRACTOR SHALL TEST ALL PRESSURE PIPING IN THE PRESENCE OF THE
ENGINEER. THE PIPE SHALL BE CENTER LOADED AND,ALL JOINTS EXPOSED DURING
THE TEST. THE TEST SHALL CONSIST OF HOLDING THE TEST PRESSURE IN EACH
SECTION OF THE LINE TESTED FOR A PERIOD OF TWO HOURS. THE TEST PRESSURE
AT THE LOWER END OF EACH SECTION OF LINE TESTED SHALL BE 225 PSI UNLESS
OTHERWISE SPECIFIED. THE WATER NECESSARY TO MAINTAIN THIS PRESSURE SHALL
BE MEASURED THROUGH A METER OR BY OTHER MEANS SATISFACTORY TO THE ENGI-
NEER. THE LEAKAGE SHALL BE CONSIDERED THE AMOUNT OF WATER ENTERING THE
PIPE LINE DURING THE TEST, LESS THE MEASURED LEAKAGE THROUGH VALVES AND
BULKHEADS. THIS LEAKAGE SHALL NOT EXCEED 65 GALLONS PER INCH OF DIAMETER
PER MILE PER 24 HOURS. ANY NOTICEABLE LEAKS SHALL BE STOPPED AND ANY
DEFECTIVE PIPE SHALL BE REPLACED WITH NEW SECTIONS-
11-3 DISINFECTING PIPE LINES
THE CONTRACTOR SHALL DISINFECT THE LINES BY CHLORINATION AFTER THE LINES
HAVE BEEN TESTED FOR LEAKAGE, FLUSHEDO AND BEFORE THEY HAVE BEEN CON-
NECTED TO THE EXISTING SYSTEM.
CHLORINATED WATER SHALL BE RETAINED IN THE PIPE LINE LONG ENOUGH TO
DESTROY ALL NON - SPORE- FORMING BACTERIA. THIS PERIOD SHALL BE AT LEAST
24 HOURS. AFTER THE CHLORINE- TREATED WATER HAS BEEN RETAINED FOR THE
REQUIRED TIME, THE CHLORINE RESIDUAL AT THE PIPE EXTREMITIES AND AT
OTHER REPRESENTATIVE POINTS SHALL BE AT LEAST 25PPM. THIS PROCEDURE
WILL BE REPEATED IF NECESSARY, UNTIL SAMPLES OF-WATER SHOW THE MAINS TO
BE IN A STERILE CONDITION. DURING THE CHLORINATION ALL,VALVES AND OTHER
APPURTENANCES SHALL BE OPERATED WHILE THE PIPE LINE IS FILLED WITH
HEAVILY CHLORINATED WATER.
12.0 MISCELLAMOUS
12.1 PAVEMENT REMOVAL AND REPLACEMENT
ALL PAVEMENT REMOVAL AND REPLACEMENT, SHALL BE IN ACCORDANCE WITH
SECTION 16 -03 AND 16-08 OF THE STANDARD SPECIFICATIONS. PAYMENT
FOR PAVEMENT REMOVAL AND REPLACEMENT SHALL BE INCLUDED IN THE PRICE
PAID PER LINEAR FOOT OF TRANSMISSION MAIN.
I
•
0
SP -10
12.2 PREVENTION OF ENTRY
AT THE END OF EACH DAYS OPERATIONS THE CONTRACTOR SHALL PROPERLY
COVER ALL OPENINGS OF INSTALLED MAINS, VALVES AND FITTINGS IN ORDER
TO PREVENT THE ENTRY OF FOREIGN MATTER, ANIMALS, DEBRIS OR CHILDREN.
PAYMENT FOR PREVENTION OF ENTRY SHALL BE CONSIDERED TO BE INCLUDED
IN THE VARIOUS CONTRACT ITEMS OF WORK AND NO ADDITIONAL AMOUNT WILL
BE ALLOWED THEREFOR.
12.3 CLEAN -UP AND RESTORATION
THE CONTRACTOR SHALL PROPERLY CLEAN THE WORK AS IT PROGRESSES AND
PREVENT HIS OPERATIONS FROM PRODUCING DUST IN AMOUNTS DAMAGING PRO-
PERTY OR ANNOYING PERSONS LIVING IN THE VICINITY.
ALL LAWNS, SHRUBS, TREES AND OTHER LANDSCAPING, FENCES AND WALL WHICH
HAVE BEEN DISTRUBED DURING CONSTRUCTIO* SHALL BE REPLACED IN A WORK-
MANLIKE MANNER AND AS NEARLY AS POSSIBLE TO THEIR ORIGINAL CONDITION.
PAYMENT FOR CLEAN -UP AND RESTORATION WILL BE .CONSIDERED AS INCLUDED
IN PAYMENT WHICH WILL BE MADE FOR OTHER ITEMS OF WORK.
13.0 INSPECTION
INSPECTION SHALL BE PROVIDED BY THE CITY AND SHALL BE IN ACCORDANCE
WITH SECTION 5 -08 OF THE STANDARD SPECIFICATIONS*
NOTICE TO BIDDERS:
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
CONTRACT NO. C -865
CITY OF NEWPORT BEACH
CONTRACT DOCUMENTS
m
THE CONSTRUCTION OF AN 18 -INCH TRANSMISSION WATER
MAIN IN EASTBLUFF DRIVE
ADDENDUM NO. 1
I. ADD TO PARAGRAPH 4.0 OF THE SPECIAL PROVISIONS:
11.0 PIPE - ALL PIPE FOR THIS CONTRACT $HALL BE CLASS 150 MINIMUM -
2. EASTBLUFF DRIVE WILL BE GRADED TO ROADWAY SUB -GRADE ELEVATIONS PRIOR TO
CONSTRUCTION OF THE NEW 18" PIPE.
3. ADD TO PARAGRAPH 4.1 OF THE SPECIAL PROVISIONS:
I. DIMENSIONS - THE PIPE SHALL HAVE STANDARD NOMINAL 11�� LAYING LENGTHS
4
OF NOT LESS THAN 241, NOR MORE THAN 81 EXCEPT WHERE
SHORTER LENGTHS ARE REQUIRED FOR FITTINGS CURVES
AND CLOSURES.
4. CHANGE THE 2ND SENTENCE IN PARAGRAPH $.1, E - „JOINT RINGS" OF THE
SPECIAL PROVISIONS TO READ:
MINIMUM ALLOWABLE BELL THICKNESS FOR THE 1&' PIPE JOINT SHALL
BE 3/16 INCH.
PLEASE SHOW DATE OF RECEIPT OF THIS ADDENDUM ON THE PROPOSAL SHEET OR PROVE
RECEIPT BY INSERTING ONE COPY WITH YOUR PROPOSAL.
4x �(, /1, )a
BENJAMIN B. NOLAN
ASST. CITY ENGINEER
9/11/63
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
NOTICE TO BIDDERS:
CONTRACT NO. C -865
CITY OF NEWPORT BEACH
CONTRACT DOCUMENTS
FOR
THE CONSTRUCTION OF AN 18 -INCH TRANSMISSION WATER
MAIN IN EASTBLUFF DRIVE
ADDENDUM NO. 2
SEP 17 1963
DELETE THE FIRST SENTENCE IN PARAGRAPH 4.21 C� "JOINTS" OF THE
SPECIAL PROVISIONS.
PLEASE SHOW DATE OF RECEIPT OF THIS ADDENDUM ON THE PROPOSAL SHEET OR
PROVE RECEIPT BY INSERTING ONE COPY WITH YOUR PROPOSAL.
BBN:MA:VR
9 -i6 -63
BENJAMIN B. NOLAN
ASST. CITY ENGINEER
A STOCK CASUALTY
INSURANCE COMPANY
enit j ationai 31nurance Comm
3421 West Second Street Los Angeles 4, California DUnkirk 5 -1601 :; f
CERTIFICATE OF INSURANCE WORKMEN'S COMPENSATION
TO: CITY :)-Y BMICH
c%o CITI CiL
CITY .1AU Policy No, P52122 Agency: JAY & RENF".et0
NcWP T 3z:1CI_s CALIF.
From. JtTLY is 1963
Employer James I. ! =gjisc:i•or
?.?7 Ik•
21st St. To: u T y is 1964
Co-- a Mesas Calif* .
THIS IS TO CERTIFY that we have issued to the above named employer a valid Workmen's Compensation insurance policy ie a
form approved by the Insurance Commissioner of the State of California.
DESCRIPTION OF OPERATIONS COVERED
?'C'P1011 OF AN 18 — 1112TI 19(t.T fi TRAMMISSION ,4AIN IN ASTB ;rTFF flr=,`s
B .'tcut CAI:iFOILNIA
It is here'o mnd:=ratnod and --7-feed th it the c1;.cy to which this certificate
refers may noi, be cancalla�s materially chan?eds nor the amo- t of covera;,e
t ereof reduced nrnr the rolicy al ?.owe& to '_apse until ten (10) days after
receipt by the City Clerk of the City of Newport Beaehs City flails Newport
Beache California, of registered written notice of APPNOM- ASaIDIORM
—ed,:.,r.i.:n in
Dated: 101743
8AA[�nA'if.'�.S3t�lG'.3: < "MR 7,-!. ClCA. .'� vza
COUNTERSIGNED AT 1Jr"�l^�, ,rr -� -t %fie O.l: x- �j-7dj iA
this FI'S'H' day of October ig 63
CC-
CC-
CC-
CC-
Cityl' Attorney
�ryi', A
By 6 � , H. Sf_Yt. UR
Assistont City Attorney
WC 48 4 59 25M `
CERTIFICATE
OF INSURANCE
DNITFD M'Q7i1i,
QALII IC �rf:jC
HOME OFFICE - TA
...,NIL�tlhll. AiII�I.IIIP�:.
This is to certify that the following policy of insurance, covering as stated, has been issued by the UNITED
PACIFIC INSURANCE COMPANY of Tacoma, Washington, and is in force as indicated;
This Certificate No. , is evidence of Policy No. CLP 54632 , and is effective 9 -24 -63 and
expires 3 -1 -64 of the hour designated in said policy, issued to (Month -Day -Year)
(Month -Day -Year)
GALLACHER COMPANY
(Name of Insured)
by the UNITED PACIFIC INSURANCE COMPANY.
ADDITIONAL INTERESTS
(Only items marked CX1,, are affected by this endorsement.)
It is agreed that in consideration of a premium of $ INCLUDED APVFRMD AS TO FORM
(Enter amount -or 'included', 'charged', 'to be date `' a >d by audit', etc.)
1. The below named is (are) included as an XX additional insured: E] named insured: Dated. In /77i
WALTER W. CHARAMZA
CITY OF NEWPORT BEACH City Attorney
2. But only as respects the following: TULLY SEYMO
BUSINESS Assistant City Attorney
SUBJECT OF INSURANCE COVERAGES AMOUNT OR LIMIT
CONSTRUCTION OF 18" WATER BODILY INJURY $100,000.00 EACH PERSON
TRANSMISSION MAIN IN EAST $300,000.00 EACH OCCURRENCE
BLUFF DRIVE IN NEWPORT BEACH, $300,000.00 AGGREGATE PRODUCTS
CALIFORNIA. PROPERTY DAMAGE $ 25,000.00 EACH OCCURRENCE
$ 250000.00 AGGREGATE
❑ Owned by
(Enter name -or 'him', `them', 'it')
3. While: ❑ Maintained or used by
(Enter name -or 'him', 'them', 'it')
IT IS HEREBY UNDERSTOOD AND AGREED THAT THE POLICY TO WHICH THIS CERTIFICATE 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 NEWPORT BEACH, CITY HALL, NEWPORT BEACH, CALIFORNIA, OF A REGISTERED WRITTEN
NOTICE OF SUCH CANCELLATION OR REDUCTION IN COVERAGE.
333 N. NEWPORT BLVD., NEWPORT BEACH, CIfUE-
Countersigned by
04 -1/
REPRE5ENTATIVE
%'*M OF "APPM
I
u,_
To . CITY OF NEWPORT BEACH9 CITY HALL Nk
CITY OF NEWPORT BEACH,
We, the undersigned Insurance Brokers, hereby oertify.tbat th"
which loo per cent is insured with I i I I, PIA
ASSURED:
'ADDRESS:
4F
described insurance iv at this date, of
tMIN aASUAL'q COMPANY OF NEW YORK
JAMES I. GALLAGHER DEL GALL&CM dftANY
180 EAST 21ST STREET -#-_CO!3T4*SAt CALIPMIL
LOCATION OF RISK:
NEWPORT, BEACH CALIFORNIA 0
fOONSil=ION OF 18 IN( ; BLUFF MMES
XW1 TRAN%=3DN.YA311 11F
11151120M.13FMCH OAT
L
TYPE OF INSURANCE:
ExcEss
POLICY
MMMMMM NO-: CYL 1290
PERIOD: From MOM 1 1963 To MUM '3?w
LIMITS OF LIABILITY: Bodily Injury NOT
COVE100
Attached tk.
Property 0403ige NONEITEM FIVE THOUSAW- DOLLARS (NORE/$25,000* EXCESS
Issued tr OF TiMITY FIVE THOUSAM *M." ifin THOUSM DOLT"
($25000w/$25jODOOV INCM01141ODUCTSm EXCLUMNG AWOMOB=
This document is furnished to you as a matter of information only. The issuance of this document does not make the per-
son A
r or on to whora-it. is issued an additional assured, nor does it modify in any manner the contract Of insurance J
between Any.amendment; change r extension oUsuch contract can only be affocted
ge
by specific
Should the above mentioned contract of insurance be cancelled, assigned or changedduring the above named Certificate
period in such manner as to effect this document, we, the Undersigned, will endeavor to give days written notice
to the holder of this document, but fadurfi to give such notice shall impose no obligation of any kind upon the Undersigned
or upon the Underwriters.
Dated ---- OCTOBER.4.1963 .......................
f9
SLP 5085 (LLOYDS)
PRINTED IN U.S.A.
I.
9
JONES & WHITLOCK. INC.
A_
Policy (f111PAHY 0?
Oand forms part of No �+ 1290 f tW WW +�
Dols GALLO ffR OD)TAYt �
.. TO •O
daY .I48 ANGETE$, ..OAT+IPOR1IIl _ 9 19k3_
SUBJECT TO THE TERMS, CONDITI AN�YATIONS OF _ aAM,Za
�. rnoy ,
COVERAGE. IS AMENDED AS FOLLO
„.
13 , ' $r TOLL
ant Cl ..
In consideration of an Additi Freoim.of $10,00 Lib i@ � _ 4greed
that such coverage as is affordW=der tb>: DMurieg �reiments spplies to the
City of Newport Beach, but Dilly. as reapecte ".2;#tlkty.arisin out of the
operations of the Insured for the conptu sa l8110 WstaaF- mission Main
in East Bluff Drive N ewport Beach s a:
It in further understood and agreed th respect to the City of
the applicable limits of liability are as follows:
Property Damage - Section 1 CCMPW Limits Sectioa I - Section
IN E%CEM W III
Trvhol i
yaunr ra saenti or ucourrenW` �15,00@W *25.1 0001W '.
$NONE Ea rations $25.'000.00 $25j000.0Q,
_......f 000.00 Aggregate Protective 000.00 $501000.
- aggregate Produeta . �i O g0�flti0s
$25�flG0.813 Aggregate ContractrualA00.00 $502000.0- 3
It is hereby understood and agreed that icy may not be cancelled teria]3
c ed nor the amount of coverag @Xred nor the policy all to ],a'
t._.. 10).days after receipt by the y.�Clerk of the City of Newport Beach1 Belli
N�art Beach: California of a req< written notices of such cancellation or
reduction in coverage. .
Effective: 10/7/63R7ANdL.. 1 0.00
JONES & :WFII4MM
fg iw u
t. .I
1 /,v
CITY OF NEWPORT BEACH
PUBLIC WORKS
DEPART14ENT
6 ...
Date OCT. 8, 1963
NO.
TO: CITY CLERK
PROM: PUBLIC WORKS DEPARTMENT
SUBJECT: CONTRACT DOCUMENTS FOR THE CONSTRUCTION OF AN 18 -INCH
TRANSMISSION WATER MAIN IN EASTBLUFF DRIVE (C -865)
ATTACHED ARE 4 COPIES OF THE SUBJECT DOCUMENT FOR EXECUTION
BY THE CITY.
THESE DOCUMENTS HAVE BEEN APPROVED AS TO FORM BY THE CITY
ATTORNEY.
INSERT DATE IN THE APPROPRIATE BLANK THAT 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 FILES, SEND T14E ONE MARKED "FINANCE DEPARTMENT" TO
THE FINANCE DIRECTOR, AND RETURN THE REMAINING Z COPIES TO THIS OFFICE.
,,T' ^ycp MICHAEL ANDERSON
ASST. CIVIL ENGINEER
ATTS:
u♦
MA VR
NO.
TO:
yam:
SUBJECT:
. . #..
- S
CITY OP
rk
DEPAaTMIIT :
Financ. Department
City Clerk
Contract No. C -665
bate October 91 "1963
- Am'
i
Attached is your cupy of the contract for the
construction of an 18 -inch transmission water
main fr. Eastbluif Drive. authorized by the
adoption of Reeolution No. 5872 on Septi=nber 23. w�
1963.
MS;snv
Enc.
- j
Q
TO: CITY COUNCIL
FROM: CITY MANAGER AND PUBLIC WORKS DIRECTOR
SUBJECT: THE CONSTRUCTION OF AN & INCH TRANSMISSION WATER MAIN IN EAST13LUFF DRIVE
CONSTRUCTION NO. C -865
RECOMMENDATIONS:
I. AWARD THE CONTRACT TO JAMES I. GALLACHER DBA THE GALLACHER COMPANY
FOR $63,76o.57
2. ADOPT A RESOLUTION AUTHORIZING THE MAYOR AND CITY CLERK TO EXECUTE
THE CONTRACT,
FOURTEEN BIDS WERE RECEIVED AND OPENED IN THE OFFICE OF THE CITY CLERK
AT 10:00 A.M., ON SEPTEMBER 18, 1963-
BIDDER
JAMES I. GALLACHER
COSTA MESA
DESERT PIPELINE CONSTRUCTION CO.
NORWALK
HYDRO CONSTRUCTION CO.
SANTA FE SPRINGS
MACCO CORPORATION
PARAMOUNT
BAY SIERRA CONSTRUCTION & EQUIPMENT CO.
HUNTINGTON BEACH
ENGINEERING CONTRACTORS, INC.
BELLFLOWER
E. C. LoscH Co., INC.
PARAMOUNT
WONDERLY CONSTRUCTION CO.
LONG BEACH
ROSECRANS CONSTRUCTION CO.
COMPTON
A. H. FAMULARO
SANTA ANA
LEDFORD BROS.
LONG BEACH
TOTAL
$63,760.57
$66,259.16
$68,255.95
$68,573.83
$71,005.o6
$71,134.51
$72,829.8o
$73,356.92
$74,097.90
$75,829.25
$77,059.01
TO: CITY COUNCIL - 2.
BIDDER TOTAL
GARNIER PIPELINE CONSTRUCTION CO., INC. $77,396.40
AND JOHN D. LUSK & SON, A JOINT VENTURE
LA PUENTE
LEO WEILER CONSTRUCTION CO. $79,225.53
GARDEN GROVE
ROYAL PIPELINE CONSTRUCTION CO. $91,489.39
EL MONTE
THE LOW BID IS 32.4% LESS THAN THE ENGINEER'S ESTIMATE OF $94,3OD.00.
THE CITY'S ESTIMATED SHARE OF THE PROJECT IN ACCORDANCE WITH THE
AGREEMENT WITH THE IRVINE COMPANY AND THE DEVELOPERS IS $26,661.46. $36,000 HAS
BEEN BUDGETED FOR THIS WORK.
THE ESTIMATED DATE OF COMPLETION IS JANUARY 31, 1964.
PREPARED BY:
DONALD C. SIMPSON
PUBLIC WORKS DIRECTOR
RC:DCS:MA:VR
ATTEST TO OPENING BIDS:
MARGERY SCHROUDER
CITY CLERK
9 -19-63
-z3-63
POSITION
- ,5B7lZ _ lk�
X R 00 /j
CITY MANAGER {/
CITY OF NEWPORT BEACH
PUBLIC WORKS DEPARTMENT
NOTICE TO BIDDERS:
CONTRACT NO. C -865
CITY OF NEWPORT BEACH
CONTRACT DOCUMENTS
FOR
THE CONSTRUCTION OF AN 18 -INCH TRANSMISSION WATER
MAIN IN EASTBLUFF DRIVE
ADDENDUM NO. 2
DELETE THE FIRST SENTENCE IN PARAGRAPH 4.2, C, "JOINTS" OF THE
SPECIAL PROVISIONS-
PLEASE SHOW DATE OF RECEIPT OF THIS ADDENDUM ON THE PROPOSAL SHEET OR
PROVE RECEIPT BY INSERTING ONE COPY WITH YOUR PROPOSAL.
BBN:MA:VR
9 -i6 -63
4,t,�4 6.1144
BENJAMIN B. NOLAN
ASST. CITY ENGINEER A
PROPOSAL
TO THE HONORABLE CITY COUNCIL
CITY OF NEWPORT BEACH
CALIFORNIA
THE UNDERSIGNED DECLARES THAT HE HAS CAREFULLY EXAMINED THE LOCATION OF THE
PROPOSED WORK, THAT HE HAS EXAMINED THE PLANS AND SPECIFICATIONS, AND READ THE ACCOM-
PANYING INSTRUCTIONS TO BIDDERS, AND HEREBY PROPOSES TO FURNISH ALL MATERIALS AND DO
ALL WORK REQUIRED TO COMPLETE THE CONSTRUCTION OF AN 18 -INCH TRANSMISSION WATER MAIN
IN EASTBLUFF DRIVE FROM CORONA DEL MAR HIGH SCHOOL NORTHERLY TO JAMBOREE ROAD,
CONTRACT N0. C -865, AS SHOWN ON CITY OF NEWPORT BEACH DRAWING N0. W- 5007 -5, IN ACCOR-
DANCE WITH THE PLANS, STANDARD SPECIFICATIONS, AND SPECIAL PROVISIONS, AND THAT HE
WILL TAKE IN FULL PAYMENT THEREFOR THE FOLLOWING UNIT PRICES FOR EACH ITEM COMPLETE
IN PLACE, TO WIT:
ITEM
QUANTITY
ITEM DESCRIPTION
UNIT
TOTAL
NO.
AND UNIT
UNIT PRICE WRITTEN IN WORDS
PRICE
PRICE
1
6081
18" R::.C.P. TRANSMISSION MAIN
LF
@ -
DOLLARS
✓
/I
AND
CENTS
.Y�
OG
PER LINEAR F O0T
2
30
12" A.C. MAIN
i
LF
DOLLARS
C
C-c
AND
CENTS
/
�-VC7
PER LINEAR FOOT
3
LF
8" A.C. MAIN
®
DOLLARS
AND
O
/C�i
00
CENTS
$�C�
PER LINEAR FOOT
4
17
6" A.C. MAIN
LF
®
DOLLARS
AND
C
CENTS
$ •
E LIN AR FOOT
5
5
18" BUTTERFLY VALVE
EACH
.IL.n�.j,4OIy.A
RS
.
AND
CENTS
/
1 -S�'3
p7L
EACH
"j�
ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL el
ND. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE
1 12" GATE VALVE
EACH � � "-1 & �
� C.(.e OZ. Lyr90LLAR3
AND
"C 6 CENTS $ ^
EACH
7 6 8^ GATE VALVE
EACH `/
pi /�udCYw /,1fj7.c DOLLARS /
AND DO
CENTS $ 31 9 — $_12 /
EACH
8 1 6° GATE VALVE
EACH
AND �j n=
CENTS s 2.�J (3-
00
EACH
2 2" COMBINATION AIR AND VACUUM
EACH RELEASE VALVE
_ *DOLLARS `2� /
�-U CENTS J GbG_�
EACH
10 2 BLOW -OFF ASSEMBLY
EACH / LLARS
CENTS a `7"o 00 46 J0,
EACH
11 5 pCONCRETE VAL/VVE� VAULT
EACH
A40
,n CENTS
EACH
12
TOTAL PRICE WRITTEK
REINFORCED CONCRE���TE ANCHOR BLOCK
Kt� DOLLARS
J ' - AND
�J CENTS
EACH
. . / LARS
CENTS
- IV ,
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 THE
CHECK OR BOND ACCOMPANYING THIS BID SHALL BECOME THE PROPERTY OF THE CITY OF NEWPORT
BEACH-
LICENSED IN ACCORDANCE WITH THE STATUTES OF THE STATE OF CALIFORNIA PROVIDING
FOR THE REGISTRATION OF CONTRACTORS, LICENSE NO.
THE UNDERSIGNED HAS CHECKED CAREFULLY
THAT THE CITY WILL NOT BE RESPONSIBLE FOR
THE UNDERSIGNED IN MAKING UP THIS BID-
ACCOMPANYING THIS PROPOSAL IS
ALL OF THE ABOVE FIGURES AND UNDERSTANDS
ANY ERRORS OR OMISSIONS ON TH� PART OF
kLASH, LERTIFIED LHECK, CASHIER- S -LHECK OR COND,
IN AN AMOUNT NOT LESS THAN 10 PERCENT OF THE TOTAL BID PRICE.
(7-,2W /
PHbNE NUMBER BIDDERS NAME
DAT
—I/ 31'� i3,4ire2
BIDDERS ADDRESS
EAL)
AUTHORI D SI, NATURE
AUTHORIZED SIGNATURE
TYPE OF ORGANIZATION a
(INDIVIDUAL, CORPORATIONS COPARTNERSHIP)
LIST BELOW NAMES OF PRESIDENTA SECRETARYP TREASURER AND MANAGER IF A CORPORATION
AND NAMES OF ALL COPARTNERS IF A COPARTNERSHIP:
PAGE 3
DESIGNATION OF SUB - CONTRACTORS
THE UNDERSIGNED CERTIFIES THAT HE HAS USED THE SUB -BIDS OF THE FOLLO�ING
LISTED CONTRACTORS IN MAKfNG UP HIS BID AND THAT THE SUB- CONTRACTORS LISTED
WILL BE USED FOR THE WORK FOR WHICH THEY BIDS SUBJECT TO THE APPROVAL OF
THE CITY ENGINEERS 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
2.
3-
4.
5-
6.
B ERAS NAME 0i
V"
` AU OR I ZED TiAATU E _
TYPE OF ORGANIZATION
(INDIVIDUAL, COPARTNERSHIP OR CORPORATION
1V �r
ADDRESS
•
BOND #6-01441
PAGE 4
BIDDERS BOND TO ACCOMPANY PROPOSAL
KNOB ALL MEN BY THESE PRESENT,
THAT WE, JAMES I. G.ALLACHER , AS PRINCIPAL,
AND THE UNITED PACIFIC INSURANCF. COMPANY AS SURETY, ARE
HELD AND FIRMLY BOUND UNTO THE CITY OF NEWPORT BEACH, CALIFORNIA, IN THE SUM OF TEN PER -
10% or Attacb-
CEN1 OF THF. ATTA[1RFT) RTT) DOLLARS (* B6 bill ), 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 SOUNDEN,PRINCIPAL FOR THE CONSTRUCTION OF
AN 18 -INCH TRANSMISSION WATER MAIN IN EASTBLUFF DRIVE
IN THE CITY OF NEWPORT BEACH, IS ACCEPTED BY THE CITY COUNCIL OF SAID CITY, AND IF THE
ABOVE BOUNDEN PRINCIPAL SHALL DULY ENTER INTO AND EXECUTE A CONTRACT FOR SUCH CONSTRUCTION
AND SHALL EXECUTE AND DELIVER THE TWO (2) BONDS DESCRIBED IN THE "NOTICE INVITING BIDS"
WITHIN TEN (10) DAYS (NOT INCLUDING SUNDAY) FROM THE DATE OF THE MAILING OF A NOTICE TO
THE ABOVE BOUNDEN PRINCIPAL BY AND FROM SAID CITY OF NEWPORT BEACH THAT SAID CONTRACT IS
READY FOR EXECUTION, THEN THIS OBLIGATION SHALL BECOME NULL AND VOID; OTHERWISE IT 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 18th DAY OF
September 196 .
CORPORATE SEAL (IF CORPORATION)
ATTACH ACKNOWLEDGMENT FROM OF
ATTORNEY IN FACT)
L
JAMES I. GALLACHER
PR INC IP,AL
y: James Q llacher
THE -UNITED -PACIFIC I1 N"L C0
URETY
BY ✓�'' "-
Everett L, ar -
LE Attorney- In- Faax`"�'.: = -;_
STATE OF California
♦ .A4.
County of Orange
PAGE .9
NON COLLUSION AFFIDAVIT
THE BIDDERS, BY ITS OFFICERS AND AGENTS OR REPRESENTATIVES PRESENT AT THE TIME OF
FILING THIS 810, BEING DULY SWORN ON THEIR OATHS SAY, THAT NEITHER THEY NOR ANY
OF THEM, HAVE IN ANY WAY, DIRECTLY OR INDIRECTLY, ENTERED INTO ANY ARRANGEMENT OR .
AGREEMENT WITH ANY OTHER BIDDER, OR WITH ANY PUBLIC OFFICER OF SUCH CITY OF NEWPORT
BEACH WHEREBY SUCH AFFIANT OR AFFIANTS OR EITHER OF THEM, HAS PAID OR IS TO PAY TO
SUCH BIDDER OR PUBLIC OFFICER ANY SUM OF MONEY, OR HAS GIVEN OR IS TO GIVE TO SUCH .
OTHER BIDDER OR PUBLIC OFFICER ANYTHING OF VALUE WHATEVER, OR SUCH AFFIANT OR AFFIANTS
OR EITHER OF THEM HAS NOT DIRECTLY OR INDIRECTLY, ENTERED INTO ANY 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 CON-
TRACTOR FROM CONSIDERING ANY BID FROM ANY SUBCONTRACTOR OR MATERIALMAN WHICH 13.NOT-
PROCESSED THROUGH SAID BID DEPOSITORY, OR WHICH PREVENT ANY SUBCONTRACTOR OR MATER -
IALMAN 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 WHOMSOEVER 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 IS
DAY OF , 196 _L.
MY COMMISSION EXPIRES: JOHN N. LEAHY
No A PUBLIC
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
D
THE PROPOSE CONTRACT HE HAS SUCCESSFULLY PERFORMED AND GIVE REFERENCE WHICH WILL
ENABLE THE CITY COUNCIL TO JUDGE HIS RESPONSIBILITY EXPERIENCES 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 PERFORMEDe
SIGNED
BY ... ...............DATE_._..._.___. SUBJECT ----- ` _._541AI -4R!___..__.
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1 • i
CONTRACT NO. C -865
CITY OF NEWPORT BEACH
CONTRACT DOCUMENTS
FOR
THE CONSTRUCTION OF AN 18 -INCH TRANSMISSION WATER MAIN
IN EASTBLUFF DRIVE
APPROVED BY THE CITY COUNCIL ON THIS
DAY OF AUGUST, 1963
CI *Y CL RK
PROPOSAL
TO THE HONORABLE CITY COUNCIL
CITY OF NEWPORT BEACH
CALIFORNIA
0
THE UNDERSIGNED DECLARES THAT HE HAS CAREFULLY EXAMINED THE LOCATION OF THE
PROPOSED WORK, THAT HE HAS EXAMINED THE PLANS AND SPECIFICATIONS AND READ THE ACCOM-
PANYING INSTRUCTIONS TO BIDDERS AND HEREBY PROPOSES TO FURNISH ALL MATERIALS AND DO
ALL WORK REQUIRED TO COMPLETE THE CONSTRUCTION OF AN 18 -INCH TRANSMISSION WATER MAIN
IN EASTBLUFF DRIVE FROM CORONA DEL MAR HIGH SCHOOL NORTHERLY TO JAMBOREE ROAD,
CONTRACT N0. C -865, AS SHOWN ON CITY OF NEWPORT BEACH DRAWING N0. W- 5007 -S, IN ACCOR-
DANCE WITH THE PLANS, STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS, AND THAT HE
WILL TAKE IN FULL PAYMENT THEREFOR THE FOLLOWING UNIT PRICES FOR EACH ITEM COMPLETE
IN PLACE, TO WIT:
ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL
N0. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE-. PRICE
1 6o81 18" R.C.C.P. TRANSMISSION MAIN
LF H DOLLARS
AND
CENTS k
PER LINEAR FOOT
2 30 12" A.C. MAIN
LF
DOLLARS
AND
CENTS
PER LINEAR FOOT
3 LF 8" A.C. MAIN
DOLLARS
AND
CENTS
PER LINEAR FOOT
4 17 6" A.C. MAIN
LF
DOLLARS
AND
CENTS
PER LINEAR FOOT
5 5 18" BUTTERFLY VALVE
EACH
® DOLLARS
AND
CENTS
EACH
i.
• i
ITEM QUANTITY ITEM DESCRIPTION UNIT TOTAL
NO. AND UNIT UNIT PRICE WRITTEN IN WORDS PRICE PRICE
6 1 12° GATE VALVE
EACH
DOLLARS
AND
CENTS
EACH
7 6 S° GATE VALVE
EACH
DOLLARS
AND
CENTS
EACH
S 1 6" GATE VALVE
EACH
® DOLLARS
AND
CENTS
EACH
9 2 2" COMBINATION AIR AND VACUUM
EACH RELEASE VALVE
DOLLARS
AND
CENTS
EACH
10 2 BLOW -OFF ASSEMBLY
EACH
® DOLLARS
AND
CENTS
EACH
11 5 CONCRETE VALVE VAULT
EACH
DOLLARS
AND A
CENTS
EACH
12 1 REINFORCED CONCRETE ANCHOR BLOCK
@ DOLLARS
AND
CENTS
EACH
TOTAL PRICE WRITTEN IN WORDS
DOLLARS
AND
CENTS
TOTAL$
E
TO: CITY COUNCIL
FROM: CITY MANAGER AND PUBLIC WORKS DIRECTOR
0
T -5
SUBJECT: PLANS AND SPECIFICATIONS FOR CONSTRUCTION OF AN 18 -INCH TRANSMISSION
WATER MAIN IN EASTBLUFF DRIVE FROM CORONA DEL MAR HIGH.SCHOOL
NORTHERLY TO JAMBOREE ROAD. CONTRACT NO. C-865
RECOMMENDATIONS:
I. APPROVE THE PLANS AND SPECIFICATIONS.
I 2. AUTHORIZE THE CITY CLERK TO ADVERTISE FOR BIDS TO BE RECEIVED
bJ AT 10:00 A.M. ON SEPTEMBER 18, 1963-
n- 3. ADOPT A RESOLUTION AUTHORIZING THE MAYOR AND CITY CLERK TO
EXECUTE AN AGREEMENT WITH THE IRVINE COMPANY AND OTHERS FOR
SHARING OF THE CONSTRUCTION COSTS.
THIS LINE HAS BEEN SIZED TO FORM A PORTION OF THE CITY'S PLANNED UPPER
BAY WATER LOOP. ACCORDING TO THE TERMS OF THE AGREEMENT, THE DEVELOPER'3 SHARE
OF THE MAIN LINE COST WILL BE-55.4% AND THE CITY SHARE WILL BE 44.66. SOME
APPURTENANCES INCLUDED IN THE CONTRACT ARE TO BE PAID FOR ENTIRELY BY THE
DEVELOPERS. THE DEVELOPERS SHARE IS PREDICATED ON THE COST OF THE 12 -INCH LINE
WHICH WOULD HAVE BEEN REQUIRED FOR LOCAL SERVICE AND THE CITY SHARE REPRESENTS
THE DIFFERENCE BETWEEN A 12 -INCH AND AN 18 -INCH LINE.
THE TOTAL ESTIMATED COST IS 94,3001 AND THE CITY SHARE IS APPROXIMATELY
$41,000. $36,000 HAS BEEN BUDGETED FOR THIS WORK. THE DIFFERENCE IN COST IB DUE
TO THE LINE BEING LONGER THAN WAS ORIGINALLY ESTIMATED.
THE ESTIMATED DATE OF COMPLETION 13 JANUARY 31, 1964.
PREPARED BY:
DONALD C. SIMPSON ROBERT COOP
PUBLIC WORKS DIRECTOR CITY MANAGER
RC:DCS:BBN:VB
8/23/63