HomeMy WebLinkAboutMcCain Construction Company Inc; 1987-07-15;c
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CITY OF CARLSBAD
CONTRACT NOS. 3257 AND 3259
PROPOSAL
City Council
City of Carlsbad
1200 Elm Avenue
Carlsbad, CA 92008
The Undersigned declares he/she has carefully examined t
location of the work, read the Notice Inviting Bids, examined t
Plans and Specifications, and hereby proposes to furnish i
labor, materials, equipment, transportation, and servic
required to do all the work to complete Contract Nos. 3257 i
3259 in accordance with the Plans and Specifications of the Ci
of Carlsbad, and the Special Provisions and that he/she will t:
in full payment therefor the following unit prices for each it
complete, to wit:
It ern Description with Approximate
Item Unit Price or Lump Sum quantity - No. Price Written in Words and Unit TOTAL
Traffic Signal, Striping L.S. $i (k+ 68 _I
A
and Signing, Access Ramps,
and Sidewalk - Alga Road
and Corintia - at s,~~~-I=~u~-
-J-/-+/>L 6dma S/i hUrJ,>hCO
(2 ( G t-f I>,I .THeEe DO LLP YS
?+A, ;> AJJ7/(fl,3 > --
Traffic Signal, Flashing L.S. $7/ 02;
_I
B
Beacon, Striping and Signing,
and Access Ramps - Elm Avenue
and Monroe - at ~EVC‘A,~~-L,
3h’e Tl-lQL4F4NO. fiL‘5,L YL, f-Ltl/)
-2oL-L rl RS AiL 3 #Q /fQ3 ‘\
81 Additive Bid Item L.S. $ 38YC Remove AC curb and sidewalk -
and install PCC curb, gutter
and sidewalk per Sheet 3,
Note 11 at TbAeL /H~OLL-
Z(<yH7-#- /L”//t’ec
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5s n 0 L1 A A’ s
/
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It em Description with Approximat e Item Unit Price or Lump Sum Quantity - No. Price Written in Words and Unit . TOTAL
A+B Traffic Signals A and B at L.S. $ /35- 7< r 3 hfe /-/LJA~&Qc 1) THiR7-U -1~4 L-E - Ek 0
~1 bt- -i>3Lhdx HND ~3/,~'3 .D3U a12s
82 Deductive Bid Item L.S. $ 2,03
Completion of Item B within
90 days at Trcj7 ~~.~LLIsfirV~
-J) 3 I LAI?C> AIL3 4'9 /'/ 33 1
3 3 LL AR '>
AI Deductive Bid Item L.S. $ /'GX Completion of Item A within
75 days at awe T-I-~~L~S,~L'~
f=iUf' /-fLifGDPG I) DQLLPQS
QN'D %7/,~0' s Df-3 LL"9QS 2 JJ
I.y I /@ Jl
v/; !;/G
Deductive bid items 82 and AI extend the contract completi
date by fifteen (15) days for Items A and B respectively. Plea
see Section 6-9 of the Supplementary General Provisions f
liquidated damages. Deductive bid items AI and 82 will
awarded at the discretion of the City Council.
City will make separate awards for Items A and €3 if a
combination of qualified bids results in a lower total bid th
is available for Item A+B. The City reserves the right to reje
all bids for Items A, 8, or A+8.
The Engineer's estimate for Item B1 is $2,000. City will awa
Additive Bid Item 81 if the net cost to the City is bel
estimate and Item A+B does not exceed the Engineer's estimate (
$1 50,000. Additive Bid Item B1 is considered to be a part ( Item B and A+B. If alternative 81 is selected by the City, tt
Contractor's total bid price will include additive alternate I31
All bids are to be computed on the basis of the given estimatt
quantities of work, as indicated in this proposal, times the un.
price as submitted by the bidder. In case of a discrepanr
between words and figures, the words shall prevail. In case I:
an error in the extension of a unit price, the correctr
extension shall be calculated and the bids will be computed L
indicated above and compared on the basis of the correct€
totals.
e
The Undersigned has checked carefully all of the above figu
and understands that the City will not be responsible for
errors or omissions on the part of the Undersigned in making
this bid.
The Undersigned agrees to return four (4) signed copies of ,
contract documents with the required bonds, notary stamps, PO\
of attorney from the bonding company (one for each bond), i
certificate of insurance to the Project Manager no later k\
seven (7) days from award of contract by the City Council i
receipt of blank bid documents to be supplied by the City. .
Project Manager maybe contacted at:
CITY OF CARLSBAD, Municipal Projects Department
2075 Las Palmas Drive
Carlsbad, California 92009-4859
Attention: Gary Kellison (438-1 161, extension 4383)
Late delivery of contract documents beyond the seven (7) dz
allowed will reduce the time of completion specified in Sectj
6-7 of the Supplementary General Provisions and deductj
alternates 82 and AI by an equal number of days.
The Undersigned agrees that in case of default in executing t
required Contract with necessary bonds and insurance policj
within twenty (20) days from the date of Award of Contract
City Council of the City of Carlsbad, the proceeds of check
bond accompanying this bid shall become the property of the Ci
of Carlsbad.
Licensed in accordance with the Statutes of the State
California providing for the registration of Contractors, Licen
No. 277724
Identification 95- 2775/95 a
The Undersigned bidder hereby represents as follows:
1. That no Councilmember, officer, agent, or employee of t
City of Carlsbad is personally interested, directly
indirectly, in this Contract, or the compensation to
paid hereunder; that no representation, oral or
writing, of the City Council, its officers, agents,
employees has induced him/her to enter into th
Contract, excepting only those contained in this form
Contract and the papers made a part hereof by its term
and
2. That this bid is made without connection with any perso
firm, or corporation making a bid for the same work, ai
is in all respects fair and without collusion or fraud.
perionally known to me or prowd to me on thc basii of satisfactory cvidcncc to be thc person who executed
the within instrumcnt as the
Prcsidcnt. and F,vanePline S. MrGin
personally known to me or
proved to me on the hssis of satisfactory cvidcncc to bc the pcrson who cxccuted the within instrument as the
Secretary of the Corporation that cxccutcd the within instrument and acknowledged
to me that such corporation executed thc within instru- mnt pursuant to its by-laws or a resolution of its board of dircctors. WITNESS my-hand and offic/i$?l Gal.
Signature X
,q ; ; i. , I '>$ , i f L- i. - -
NOTARY puauc - CALF
SAN OIEGO COUM
Comm. Expires Aug. 3
of 5alJsfactor). CVidcnCC to be the person who c.uecu[cd the within instrument as the
President. and lh7- s - M,-~I n
prnonally known to me or provd lo me on the hasis of satisfactory evidence 10 be the Person who executed the within instrument as the
Sccreary of the Corporation that CxCcutcd the within instrument and acknowledged
to me that such corporation executed the within instru- mnt pursuant 10 Its by-laws Or a resoluiion of its board of directors.
WHXESS my hand and official -1. ,J r,
Signa tu re (&?-,:L+ i [,T &a\ c b
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Accompanying this proposal is %3JD %OM~
for ten percent (10%) of the amount bid.
The Undersigned is aware of the provisions of Section 3700 of tl
Labor Code which require every employer to be insured again
liability for workers' compensation or to undertake sel
insurance in accordance with the provisions of that code, a
agrees to comply with such provisions before commencing tt
performance of the work of this Contract.
The Undersigned is aware of the provisions of the State (
California Labor Code, Part 7, Chapter 1, Article 2, relative t
the general prevailing rate of wages for each craft or type c
worker needed to execute the Contract and agrees to comply wit
its provisions.
(Cash, Certified Check, Bond, or Cashier's Check
619- $./z-o8U mCCfit~ CaNSrrzucr)ow Ce.
Phone Number Bidder's Name
ZdM€ 10, r997
Date - ..
2220 fucihlirqs al/D.
.- *a4r / Tiis a 9ZOZ9 COVPC!W~T\bJ Bidder's Add ress 'Type of Organization
(Individual, Corporation, or
Partnership)
List below names of President, Secretary, Treasurer, and Manager
if a corporation; and names of all partners, if a partnership:
TficKA. # ccA/h* 7e.q. -
gv#n/G eUU? s1 mcc,, ti/
JFFC. IC. # CP,&)A/ v/ ;se
SGC~STPKY- n2easu-p
'Pves,bcNr
(NOTARIAL ACKNOYLEDGEMENT OF EXECUTION BY ALL PRINCIPAL nus1 BE ATTACHED)
(CORPORATE SEAL)
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BIDDER'S BOND TO ACCOMPANY PROPOSAL
KNOW ALL PERSONS BY THESE PRESENTS:
McCAIN CONSTRUCTION COMPANY, INC. That we 9 9 Principal, and 9y w I--A~
Surety, are held and firmly bound unto the City of Carlsba
California, in an amount as follows: (must be at least t
percent (10%) of the bid amount)
~
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Ten percent of the amount of accompanying bid
($lo% of the bid)
for which payment will and truly made, we bind ourselves, o
heirs, executors and administrators, successors or assign
jointly and severally, firmly by these payments.
THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that if t
proposal of the above-bounden principal for:
CONSTRUCTION OF TRAFFIC SIGNALS AT
ALGA ROAD & CORINTIA STREET AND ELM AVENUE & MONROE STREET
CONTRACT NOS. 3257 AND 3259
in the City of Carlsbad, is accepted by the City Council of sa
City, and if the above bounden Principal shall duly enter in
and execute a Contract including required bonds and insuran
policies within twenty (20) days from the date of Award
Contract by the City Council of the City of Carlsbad, being du
notified of said award, then this obligation shall become nu.
and void; otherwise, it shall be and remain in full force ar
effect, and the amount specified herein shall be forfeited to tt
said City.
In the event any Principal above named executed this bond as i
individual, it is agreed that the death of any such Principi
shall not exonerate the Surety from its obligations under th.
bond.
IN WITNESS WHEREOF, we hereunto set our hands and seals thi
(BID DATE: 6/10/87)
3rd day of JUNE , 19 87
Corporate Seal (If Corporation) McCAIN CONSTRUCTION COMPANY, INC.
(Attach acknowledgement of and SURETY must be attached.)
Attorney in Fact)
Power of Aftorney
FIDELITY AND DEPOSIT COMPANY OF MARYUNC
HOME OFRCE. BALTIMORE, MD.
KNOW ALL MEN BY TKESE PRESENTS: That the FirjEI-ITl’ AND DEPO~~T COMPANY of: ~IARYLASD,
tion of the State of Maryland, by C. M. PECOT, JE. . Vice-president, and C. W. ROB; Assistant Secretary, in pursuance of authority granted by Article VI, Section 2, of the By-Laws of
pany, which reads as follows:
“The Pmident, or any one of the Executive i’ice-Presidents. or any one of the additional Vice-Presidents s~iall
50 to do by the Board of Directors or by the Executive Committee, shall have power, by and with the concumenc mtary or any one of the Assistant Secretaries, to appoint Resident Vice-Presidents, Assistant L’ice-Presldenrs, Resid, Secretaries and Attorneys-in-Fact as the business of the Companv may require. or to authorize anv person or persons
behalf of the Com ny any bonds, undertakings. recognizances. stipulations, policies, contracts. agreements. deeds, an< assignments of lu&nents, dm-, mortgages and instruments in the nature of mortgages, and also all other instrume menta which the business of the Company may require, and to affix the seal of the Company thereto.”
does hereby nominate, constitute and appoint Bettie L. Garcia of Sari Diego, califo
its true and lawful agent and Attorney-in-Fact, to make, execute, seal and deliver, for, and on it
surety, and as its act and deed: any and all bonds and undertakings.. ............
And the execution of such bonds or undertakings in pursuance of these presents, shall be as bindins
Company, as fully and amply, to all intents and purposes, as if they had been duly executed and acl
by the reguIarly elected officers of the Company at its oAce in Baltimore, Md., in their own prof
The said Assistant Secretary does hereby certify that the aforegoing is a true copy of Article VI, Section 2, of th said Company, and is now in force
IN WITNESS WHEREOF, the said Vice-president and Assistant Secretary have hereunto
their names and affixed the Corporate Seal of the said FIDELITY AND DEPOSIT COMPANY OF MAR. 28th day of September , A.D. 19 78 ............................................................ ............................................. .. ......
FIDELITY AND DEPOSIT COMPANY OF 4;
@ @& 7-
ATTEST:
............... c q.. (?+$.& ......... By ..................................... szrrhnt ecrctary vue rcsidcnr STATE OF MARYUND
Onthis 28th dayof September , A.D. 19 78 , before the subscriber, a Notary Public o Maryland, in and for the City of Baltimore, duly commissioned and qualified, came the above-named Vice-president ktary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and offi in and who executed the preceding instrument, and they each acknowledged the execution of the same, and being by IT aeverally and each for himself deposeth and saith, that they are the said officers of the Company aforesaid. and that t to the prdn instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their sign; officas me dufy affired and subaibed to the said instrument by the authority and direction of the said Corporatic IN TESTIMONY WEEREOF, I hav hereunto set my hand and affixed my Official Seal, at the City of Baltimore, thc first above written.
CITY OF BALTIMOXE } ’’:
......................................................................... Notary Public Commission Expir es... s?k UC ?+*, c,.c* CJZRTIFICATE
I, the undersigned, -ant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify th Power of Attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this cer do further certify that the Vice-president who executed the said Power of Attorney was one of the additional Vice-1 aall authorired by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2 of tl
the &DDBLITY AND DEPOSIT COMPANY OF MARYLAND
This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of D Fmmxn AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 16th day of July, 1969
RESOLVED: “That the facsimile or mechanically reproduced signature of any Assistant Secretary of the Corn made heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Con valid and binding upon the Company with the same force and effect as though manually affixed.” IN TESTIMONY WEEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said 1
._____-__._I__________... day of _______ + Assistan
3rd June ............................................... ..-., 19-8.z.
...................................................... ..._-__._..
L1419Ctf.-lM. 01 2-93 10
f.’Oii l’( 1 I ’ I< PR<)‘i’b;~~‘i‘i c js I ,OOL i-0~ ’1.1 I I: €:&I] i\-.i’i.l< I< \ I .i,
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DESIGNATION OF SUBCONTRACTORS
The Undersigned certifies he/she has used the subbids of t
following listed Contractors in making up his/her bid ‘and th
the subcontractors listed will be used for the work for whi
they bid, subject to the approval of the City Engineer, and
accordance with applicable provisions of the specifications.
changes may be made in these subcontractors except upon the pri
approval of the City Engineer of the City of Carlsbad. T
following information is required for each subcontracto
Additional pages can be attached, if required:
Items of Full Company Complete Address Phone Yo.
Work Name w/Zip Code w/Area Cod
\I*ND r?LfiST,rvi_ 31-r~ b :t C-->L ,i- Ty I4 3 R; f’f x Lty
t7 A* ,pl N~ Srsl ,>, I\<- <,(-‘I- b ice' OkZlJAJ<,€ pf-ll-ir ql?+&y 7/4- [,.3<1-‘
I FC-303 (8-82)
(Corporation)
STATE OF CALlFORNlA
COUNTY OF San Dm
On June 10. 1987 before me. the undersigned, a Notary Pub1
said Statc, personally appcarcd personally known to me or proved to me on the basis of satisfactory evidence to bc the person who executed
the within instrument as the
President. and Ev~gdi~~ S - Mrrsi n
personally known to me or proved to me on t he basis of satisfactory evidence io be the person uho executed the within instrument as the
Secretary of the Corporation' that executed the within inslrurncnr and acknowledged to me that such corporation executed the within instru- ment pursuant to its by-laws or a resolution of its board of directors. WITKESS my hand and official scgl. '1 .- .
) ss.
Signature /' ( <,.' ( '_I 7 ,/- ,7>' - .- $2-
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DESIGNATION OF SUBCONTRACTORS (continued)
The bidder is to provide the following information on the subbi
of all the listed subcontractors as part of the sealed b.
submission. Additional pages can be attached, if required.
Type of State Carlsbad Amount
Contracting Business of Full Company Name License & No. License No.* Bid ($ or %
9r-e c<,c h9kE
COLI ;L n, 5Tg, pIhc, k- ert - 3;c (?e J-c a, h ci 73= s<-v b'lre, _DL 3v 6- 395 RLL' +%e 0 )
'Licenses are renewable annually. If no valid license
indicate "NONE". Valid license must be obtained prior ti
submission of signed Contracts.
~ccPml Con/STRL4cTIdN Ci Bidder's Company Name
(Notarize or zzzo €wLj*yif.g E3-v~-
Corporate Seal) ~AJCGWk~< ea 9zoz4
Authorized Signature
FC-203 (8-82)
( Co r po ra t ion)
STATE OF CALIFORNIA
On June 10. 1987 before me. the undersigned. a Notary Public in
said State. personally appcarcd personally known to me or proi.ed to me on the basis of satisfactory evidence to be the person who executed
the within instrument as the
President. and - S- MrCnin
personally known to me or proved to me on the basis of satisfactory evidence to be the pcrson who executed the within instrument as the
Secretary of the Corporation' that executed the within instrument and acknowledged to me that such corporation executed the within instru- ment pursuant to its by-laws or a resolution of its board of d i rectors.
WITNESS my h&nd.and official TI.
Signature
} ss. . COUXTYOF Sari Diego
i
(/. [( > , 2. .c' //J--&-,- L-
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BIDDER'S STATEMENT OF FINANCIAL RESPONSIBILITY
The Undersigned submits herewith a notarized or sealed stateme
of his/her financial responsibility.
our FI N'A AJC; a~ STATE^^^^- ,s ahf
F t ip. d/rM T&E Cln-
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(Notarize or rn@-&, AJ
Corporate Seal)
FC-303 (8-82)
(Corpora tion)
STATE OF CALIFORNIA
- COUXTY OF Sari Dieno
On June 10. 1987
said Statc, personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the person who executed
the within instrument as the
President. and kmg&LnP S - MrCni n
personally known to me or proved to me on the basis of satisfactory evidence to be the person who executed the within instrument as the
Secretary of the Corporation'
that executed the within instrument and acknowledged to me that such corporation executed the within instru- ment pursuant to its by-laws or a resolution of its board of directors. WITNESS my hand and offici
) ss.
before me. the undersigned, a Notary Public
/;[. - 9 sea1* Signature c. '-. 'L.!-, /;i. !&:c.*--
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BIDDER'S STATEMENT OF
TECHNICAL ABILITY AND-EXPERIENCE
The Bidder is required to state what work of a similar charact-
to that included in the proposed Contract he/she has successful
performed and give references, with telephone numbers, which wi
enable the City to judge his/her responsibility, experience a
skill. An attachment can be used, if notarized or sealed.
(Notarize or Corporate Seal)
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CONTRACT - PUBLIC WORKS
This agreement is made this day of
1987, by and between the City o bad, C
municipal corporation, (hereinafter called "City"), and
McCain Construction Co., Inc.
whose principal place of business is 2220 Encinitas Blvd.,
Encinitas, CA 92024 (hereinafter called "Contractor".)
City and Contractor agree as follows:
1. Description of Work. Contractor shall perform all w(
specified in the Contract documents for:
CONSTRUCTION OF TRAFFIC SIGNALS AT THE INTERSECTIONS OF
ALGA ROAD & CORINTIA STREET (LOC. A) AND
ELM AVENUE & MONROE STREET (LOC. S)
CONTRACT NOS. 3257 AND 3259
(hereinafter called "project")
2. Provisions of Labor and Materials. Contractor shall provi
all 1 abor, materials, tools, equipment, and personnel
perform the work specified by the Contract documents.
3. Contract Documents. The Contract documents consist of tt-
Contract; th e bid documents, including the Notice to Bidder
Instructions to Bidders' and Contractors' Proposals; t
Plans and Specifications, the Special Provisions, and E
proper amendments and changes made thereto in accordance wi
this Contract or the Plans and Specifications, and the bon for the project; all of which are incorporated herein by th
reference.
The Contractor, her/his subcontractors, and materia
suppliers shall provide and install the work as indicate
specified, and implied by the Contract documents. Any ite
of work not indicated or specified, but which are essenti
to the completion of the work, shall be provided at t
Contractor's expense to fulfill the intent of said document
In all instances throughout the life of the Contract, t
City will be the interpreter of the intent of the Contra
documents, and the City's decision relative to said inte
will be final and binding. Failure of the Contractor
apprise her/his subcontractors and materials suppliers
this condition of the Contract will not relieve her/him
the responsibility of compliance.
4. Payment. As full compensation for Contractor's performan
of work under this Contract, City shall make payment to t
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Contractor per Section 9-3 of the Standard Specifications f
Public Works Construction. The closure date for each montj-
invoice will be the 30th of each month.
Invoices from the contractor shall be submitted according
the required City format to the City's assigned proje
manager no later than the 5th day of each month. Paymen
will be delayed if invoices are received after the 5th
each month.
5. Independent Investigation. Contractor has made
independent investigation of the jobsite, the soil conditio
at the jobsite, and all other conditions that might affe
the progress of the work, and is aware of those condition
The Contract price includes payment for all work that may
done by Contractor, whether anticipated or not, in order
overcome underground conditions. Any information that m
have been furnished to Contractor by City about undergrou
conditions or other job conditions is for Contractor
convenience only, and City does not warrant that t
conditions are as thus indicated. Contractor is satisfi
with all job conditions, including underground conditions a
has not relied on information furnished by City.
6. Contractor Responsible for Unforeseen-Conditions. Contract
shall b e responsible for all 1 oss or damage arising out
the nature of the work or from the action of the elements
from any unforeseen difficulties which may arise or 1
encountered in the prosecution of the work until it
acceptance by the City. Contractor shall also be responsib: for expenses incurred in the suspension or discontinuance I
the work. However, Contractor shall not be responsible fc
reasonable delays in the completion of the work caused t
acts of God, stormy weather, extra work, or matters which tt
specifications expressly stipulate will be borne by City.
7. Change Orders. City may, without affecting the validity (
this Contract, order changes, modifications, deletions, ar
extra work by issuance of written change orders. Contracto
shall make no change in the work without the issuance of
written change order, and Contractor shall not be entitled t
compensation for any extra work performed unless the City he
issued a written change order designating in advance ti-
amount of additional compensation to be paid for the work
If a change order deletes any work, the Contract price shal
be reduced by a fair and reasonable amount. If the partie
are unable to agree on the amount of reduction, the wor
shall nevertheless proceed and the amount shall be determine
by litigation.
8. Prevailing Wage. Pursuant to the Labor Code of the State o
California, the director of the Department of Industria
Relations has determined the general prevailing rate of pe
diem wages in accordance with Labor Section 1773 and a cop
of a schedule of said general prevailing wage rates is o
file in the office of the Carlsbad City Clerk, 'and i
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incorporated by reference herein. Pursuant to Labor Co
Section 1775, Contractor shall pay prevailing wage
Contractor shall post copies of all applicable prevaili
wages on the job site.
9. Indemnity. Contractor shall assume the defense of, pay a
expenses of defense, and indemnify and hold harmless tl
City, and its officers and employees, from all claims, 10s
damage, injury and liability of every kind, nature ai
description, directly or indirectly arising from or
connection with the performance of the Contract or work; I
from any failure or alleged failure of Contractor to comp
with any applicable law, rules or regulations including tho'
relating to safety and health; except for loss or darna~
which was caused solely by the active negligence of the Cit,
and from any and all claims, loss, damage, injury ar
liability, howsoever the same may be caused, resultir
directly or indirectly from the nature of the work covered t
the Contract, unless.the loss or damage was caused solely t
the active negligence of the City. The expenses of defen:
include all costs and expenses, including attorneys fees ft
litigation, arbitration, or other dispute resolution method,
10. Insurance. Without limiting contractor's indemnification, i
1s agreed that contractor shall maintain in force at a1 times during the performance of this agreement a policy o
policies of insurance covering its operations and insuranc
covering the liability stated in Paragraph 9. The policy o
policies shall comply with the special insurance instruction
in the Supplementary General Provisions and shall contain th
following clauses:
Contractor's liability insurance policies shall contain th
following clauses:
A. "The City is added as an additional insured as respect
operations of the named insured performed under contrac
with the City."
8. "It is agreed that any insurance maintained by the Cit
shall apply in excess of and not contribute with
insurance provided by this policy.''
All insurance policies required by this paragraph shal
contain the following clause:
a. "This insurance shall not be cancelled, limited or non.
renewed until after thirty days written notice has beei
given to the City."
6. "The insurer waives any rights of subrogation it has or
may have, against the City or any of its officers or
empl oyees.
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Certificates of insurance evidencing the coverages requir
by the clauses set forth above shall be filed with the Ci
prior to the effective date of this agreement.
1 I. Workers' Compensation. Contractor shall comply with t
requirements of Section 3700 of the California Labor Cod
Contractor shall also assume the defense and indemnify a
save harmless the City and its officers and employees fr
all claims, loss, damage, injury, and liability of eve
kind, nature, and description brought by any person employ
or used by Contractor to perform any work under this Contra
regardless of responsibility for negligence.
12. Proof of Insurance. Contractor shall submit to the Ci
certification of the policies mentioned in Paragraphs 10 a1
I1 or proof of workers' compensation self-insurance prior
the start of any work pursuant to this Contract.
13. Claims and Lawsuits. Contractor shall comply with ti
Government Tort Claims Act (Government Code Section 900 I
seq.) prior to filing any lawsuit for breach of th
contract or any claim or cause of action for money I
d am age s .
14. Maintenance of Records. Contractor shall maintain and maC
available to th e City, upon request, records in accordanc
with Sections 1776 and 1812 of Part 7, Chapter 1, Article 2
of the California Labor Code. If the Contractor does nc maintain the records at Contractor's principal place c
business as specified above, Contractor shall so inform tt
City by certified letter accompanying the return of thj
Contract. Contractor shall notify the City by certific
mail of any change of address of such records.
15. Labor-Code Provisions. The provisions of Part 7, Chapter 1
commencing with Section 1720 of the California Labor Cod
are incorporated herein by reference.
16. Securit . At the election of the City, securities in th 4 cash, cashier's check, or certified check may b
substituted for any monies withheld by the City to secur
performance of this contract for any obligation establishe
by this contract.
17. Provisions Required-by Law Deemed Inserted. Each and ever
provision of 1 aw and clause required by law to be inserte
in this Contract shall be deemed to be inserted herein an
included herein, and if, through mistake or otherwise, an
such provision is not inserted, or is not correct1
inserted, then upon application of either party the Contrac
shall forthwith be physically amended to make such insertio
or correct ion.
personalty knoun to me or prated to me on the basis of satisfactory e\ idence to be the person who executed
the Hithin instrument as the
Prcsidcnt. and Ev- s. win
personally known to mc or
proved to me on the basis of satisfactory e\idence to be the person uho executed the uithin instrument as the
Secretary of the Corporation
that executed the within instrument and acknou ledgsd
io me that such corporation executed the within instru- mnt pursuant to its by-law or a resolution of its board of directors. # /./~ i' -,LA4 -___ and official scal.
7,
-
Contractor's Certification of Awareness of Workers' Compensat
Responsibility.
"I am aware of the provisions of Section 3700 of the Labor Cc
which requires every employer to be insured against liability
workers' compensation or to undertake self-insurance
accordance with the provisions of that code, and I will comp
with such provisions before commencing the performance of t
work of this Contract."
F.DRlvERcoc(pAHyIzQ:
~oRlcE8Ox670
SA# DsEGa, et4 92112-4112
National suret
MccaIn Carotruction co., Inc.
2220 tncinitas 5lvd. Enciratas,cR 921#L4
M(xa84921
maof329748 ALL OWNED AUTOS
SCHEDULED AUTOS
City of Carlsbad
1200 Elm Avenue MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER N Calsbad, CA 92008-1989
-
CERTIFICATION OF COMPLIANCE
I hereby certify that
in performing under
Carlsbad, will comply with the County of San Diego Affirrnati
Action Program adopted by the Board of Supervisors, including a
cur rent amendrne n t s .
/ Date Qd/%hL
(NOTARIZE OR CORPORATE SEAL)
(Notarial acknowledgement of execution by all principals must b
attached. )
_--_I. t FC-303 (8-82)
(Corporation)
STATE OF CALIFORSlA
COUSTY OF Lian Diwn
On
said State, personally appeared - personall) known to me or proicd to me on the basis of satisfactory evidence to be the person w ho executed
the within instrument as the President, and Evangeline S. McCain
} ss.
T&v6., before me. the undersigned, a Notary Public in and
P
personally known to me or
the person who executed the within instrument as the
Secretary of the Corporation' that executed the within instrument and acknowledged
to me that such corporation executed the within instru- ment pursuant to its bylaws or a rcsohtion of its board of directors.
, prated to me on the basis of satisfactory evidence to be
-
ESCROW AGREEMENT FOR SECURITY
DEPOSITS IN LIEU OF RETENTION
This Escrow Agreement is made and entered into by a
between the City of Carlsbad whose address is 1200 Elm Avenu
Carlsbad, California, 92008, hereinafter called "City" an
- whose address is
hereinafter called "Contractor" and who
address is hereinafter called "Escrow Agent."
For the consideration hereinafter set forth, the Owne
Contractor, and Escrow Agent agree as follows:
1. Pursuant to Section 4590 of Chapter 13 of Division 5
Title 1 of the Government Code of the State of Californii
Contractor has the option to deposit securities with Escrow Age!
as a substitute for retention earnings required to be withheld t
City pursuant to the Construction Contract entered into betwet
the City and Contractor for in the amount c
dated (hereinafter referred to as ti-
"Contract"). A copy of said contract is attached as Exhibit I'A"
When Contractor deposits the securities as a substitute fc
Contract earnings, the Escrow Agent shall notify the City withi
ten days of the deposit. The market value of the securities a
the time of the substitution shall be at least equal to the cas
amount then required to be withheld as retention under the term
of the Contract between the City and Contractor. Securitie
shall be held in the name of . and shal
designate the Contractor as the beneficial owner. Prior to an
-L
disbursements Escrow Agent shall verify that the pres€
cumulative market value of all securities substituted is at le;
equal to the cash amount of all cumulative retentions under t
terms of the Contract.
2. The City shall make progress payments to the Contract
for such funds which otherwise would be withheld from progre
payments pursuant to the Contract provisions, provided that t
Escrow Agent holds securities in the form and amount specifi
above.
3. Alternatively, the City may make payments directly
Escrow Agent in the amount of retention for the benefit of t
City until such time as the escrow created hereunder
t ermi nated.
4. Contractor shall be responsible for paying all fees fc
the expenses incurred by Escrow Agent in administering the escri
account. These expenses and payment terms shall be determined I
the Contractor and Escrow Agent.
5. The interest earned on the securities or the mone
market account held in escrow and all interest earned on th:
interest shall be for the sole account of Contractor and shal
be subject to withdrawal by Contractor at any time and from tin
to time without notice to the City.
6. Contractor shall have the right to withdraw all or an
part of the principal in the Escrow Account only by writte
notice to Escrow Agent accompanied by written authorization fro
City to the Escrow Agent that City consents to the withdrawal a
the amount sought to be withdrawn by Contractor.
-2
7. The City shall have a right to draw upon the securiti
in the event of default by the Contractor. Upon seven da
written notice to the Escrow Agent from the City of the defau
of the Contractor, the Escrow Agent shall immediately convert t
securities to cash and shall distribute the cash as instructed ,
the City.
8. Upon receipt of written notification from the Ci
certifying that the Contract is final and complete, and that ti
Contractor has complied with all requirements and procedur~
applicable to the Contract, Escrow Agent shall release
contractor all securities and interest on deposit less escrl
fees and charges of the Escrow Account. The escrow shall t
closed immediately upon disbursement of all moneys and securitic
on deposit and payments of fees and charges.
9. Escrow Agent shall rely on the written notificatior
from the City and the Contractor pursuant to Sections 4 and t
inclusive, of this agreement and the City and Contractor shal
hold Escrow Agent harmless from Escrow Agent's release an
disbursement of the securiteis and interest as set forth above.
10. The names of the persons who are authorized to fil
written notice or to receive written notice on behalf of the Cit
and on behalf of Contractor in connection with the foregoing, an
exemplars of their respective signatures are as follows:
FOR CITY: Title:
Name:
Signature:
Address:
-1
FOR CONTRACTOR: Title:
Name:
Signature:
Address:
FOR ESCROW AGENT: Title:
Name:
Signature:
Address:
At the time the Escrow Account is opened, the City a
Contractor shall deliver to the Escrow Agent a fully execut
counterpart of this Agreement.
///
///
///
///
///
IN WITNESS WHEREOF, the parties have executed this Agreemer
by their proper officers on the date first set forth above.
FOR CITY: Title:
Name:
Signature: L
FOR CONTRACTOR: Title:
Name:
Signature: 1
Address:
-
SUPPLEMENTARY GENERAL PROVISIONS
1-1 TERMS
To Section 1-1, add:
A. Reference to Drawings:
Where words "shownt', 'I i n di c a t ed 'I , "detailed", "n o t e c "scheduled", or words of similar import are used, it shall
understood that reference is made to the plans accompanying the
provisions, unless stated otherwise.
8. Directions:
Where words "directed", "designated", "selected", or words similar import are used, it shall be understood that t
direction, designation or selection of the Engineer is intende
unless stated otherwise. The word "required" and words ,
similar import shall be understood to mean "as required
properly complete the work as required and as approved by ti
City Engineer", unless stated otherwise.
C. Equals and Approvals:
Where the words "equal", "approved equal", "equivalent", and SUI
words of similar import are used, it shall be understood suc
words are followed by the expression "in the opinion of tt
Engineer," unless otherwise stated. Where the words "approved'
"approval", "acceptance", or words of similar import are used, 1
shall be understood that the approval, acceptance, or simil:
import of the Engineer is intended.
D. Perform and Provide:
The word "perform" shall be understood to mean that th
Contractor, at her/his expense, shall perform all operations
labor, tools and equipment, and further, including the furnishir
and installing of materials that are indicated, specified, a
required to mean that the Contractor, at her/his expense, shal
furnish and install the work, complete in place and ready to USE
including furnishing of necessary labor, materials, tools
equipment, and transportation.
.>
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1-2 DEFINITIONS
Modify Section 1-2 as follows:
Agency - the City of Carlsbad, California.
Engineer - the Project Manager for the City of Carlsbad
or his approved representative.
2-5 PLANS AND SPECIFIEAffBNS
To Section 2-5.1, General, add:
The specifications for the work are the Standard Specificatio
for Public Works Construction, 1985 Edition, with 19
supplement, hereimafter designated SSPWC, as issued by t
Southern California Chapter of the American Public Wor
Association, and these Special Provisions.
The Construction Plans consist of three (3) sheets designated
City of Carlsbad Drawing No. 279-6. the standard drawin
utilized for this project are the latest edition of the San Die
Area Regional Standard Drawings, hereinafter designated SDRS,
issued by the San Diego County Department of Public Work
together with the City of Carlsbad Supplemental Standa
Drawings . Copies of pertinent standard drawings are enclosc
with these documents.
To Section 2-5.3, Shop Drawings, add:
Where installation of work is required in accordance with tl
product manufacturer's direction, the Contractor shall obtain ai
distribute the necessary copies of such instruction, includii
two (2) copies to the City Engineer.
To Section 2-5, add:
2-5.4 Record Drawinqs:
The Contractor shall provide and keep up-to-date a complete "aE
built" record set of transparent sepias, which shall be correct€
daily and show every change from the original drawings ar
specifications and the exact "as-built" locations, sizes ar
kinds of equipment, underground piping, valves, and all othe
work not visible at surface grade. Prints for this purpose rnz
be obtained from the City at cost. This set of drawings shall t
kept on the job and shall be used only as a record set and shal
be delivered to the Engineer upon completion of the work.
-
4-1 MATERIALS AND WORKMANSHIP
To Sect ion 4-1.3.1, Inspect ion Requirements, General , add:
All work shall be under the observation of the Engineer or t
appointed representative. The Engineer shall have free access
any or all parts of work at any time. Contractor shall furni
Engineer with such information as may be necessary to ke
her/him fully informed regarding progress and manner of work a
character of materials. Inspection of work shall not relie
Contractor from any obligation to fulfill this Contract.
Modify Section 4-1.4, Test of Materials, as follows:
Except as specified in these Special Provisions, the Agency wi
bear the cost of testing material and/or workmanship where t
results of such tests meet or exceed the requirements indicat
in the Standard Specifications and the Special Provisions. 1
cost of all other tests shall be borne by the Contractor.
At the option of the Engineer, the source of supply of each
the materials shall be approved by him before the delivery
started . All materials proposed for use may be inspected
tested at any time during their preparation and use. If, aft
trial, it is found that sources of supply which have be
approved do not furnish a uniform product, or if the product fr
any source proves unacceptable at any time, the Contractor sha
furnish approved materials from other approved sources. Aft
approval, any material which becomes unfit for use due
improper storage, handling or any other reasan shall
rejected.
All backfill and subgrade shall be compacted in accordance wi
the notes on the plans and the SSPWC. Compaction tests may I
made by the City and all costs for tests that meet or exceed tl
requirements of the specifications shall be borne by the Cit
Said tests may be made at any place along the work as deemc
necessary by the Engineer. The costs of any retests mal
necessary by noncompliance with the specifications shall be bori
by the Contractor.
Add the following section:
4-1.7 Nonconforming Work
The Contractor shall remove and replace any work not conformir
to the plans or specifications upon written order by tt
Engineer. Any cost caused by reason of this nonconforming WOI
shall be borne by the Contractor.
,.
-I
5-1 LOCATION
Add the following:
The City of Carlsbad and affected utility companies have, b)
search of known records, endeavored to locate and indicate on t
Plans all utilities which exist within the limits of the wor
However, the accuracy of completeness of the utilities indicat
on the Plans is not guaranteed.
5-4 REI;B€AfION
Add:
The temporary or permanent relocation or alteration of utiliti~
including service connection, desired by the Contractor f
his/her own convenience shall be the Contractor's o
responsibility, and he/she shall make all arrangements regardi
such work at no cost to the City. If delays occur due
utilities relocations which were not shown on the Plans, it wi
be solely the City's option to extend the completion date.
In order to minimize delays to the Contractor caused by t
failure of other parties to relocate utilities which interfe
with the construction, the Contractor, upon request to the Cit
may be permitted to temporarily omit the portion of work affect
by the utility. The portion thus omitted shall be constructed
the Contractor immediately following the relocation of t
utility involved unless otherwise directed by the City.
6-1 EBNSTRtlCTlON -SEHEDtlLE
Modify this section as follows:
A construction schedule is to be submitted by the Contractor pi
Section 6-1 of the SSPWC at the time of the preconstructil
conference. No changes shall be made to the constructii
schedule without the prior written approval of the Engineer. Ar
progress payments made after the scheduled completion date sha:
not constitute a waiver of this paragraph or any damages.
Coordination with the respective utility company for removal c
relocation of conflicting utilities shall be requirements pric
to commencement of work by the Contractor.
6-7 TIME OF COHPLETfQN
The Contractor shall begin work within 14 calendar days afte
receipt of the "Notice to Proceed" and shall diligently prosecut
the work to completion within 60 consecutive days after the dat
-5
of the Notice to Proceed for Item A and 75 days for Item
These time periods shall run concurrently, not consecutive1
from the date of the Notice to Proceed.
To Section 6-7.2, Working Day, add:
Hours of work - All work shall normally be performed between t
hours of 7:OO AM and sunset, from Mondays through Fridays. T
contractor shall obtain the approval of the Engineer if he/s
desires to work outside the hours stated herein.
Contractor may work during Saturdays and holidays only with t
written permission of the Engineer. This written permission mu
be obtained at least 48 hours prior to such work. The Contract
shall pay the inspection costs of such work.
6-8-CBHPLETfON AND ACCEPTANCE
Add the following:
All work shall be guaranteed for one (1) year after the filing ,
a "Notice of Completion" and any faulty work or materia
discovered during the guarantee period shall be repaired I
replaced by the Contractor, at his expense.
6-9 tlQtlIOATED BAMAEES
Modify this section as follows:
If the completion date is not met, the contractor will t
assessed the sum of $300 per day per traffic signal for each dc
beyond the completion date as liquidated damages for the dela!
Any progress payments made after the specified completion dal
shall not constitute a waiver of this paragraph or of ar
damages. For purposes of this section, completion i
"substantial completion" and is defined as safe signal turn-on.
7-3 tfABILITY--INSljRAN€E-and-7;4 WORKERS COMPENSATION
Modify Sections 7-3' and 7-4 as follows:
SPECIAL-INSURANCE INSTRUCTIONS FOR CONTRACTORS
Contractor shall procure and maintain for the duration of tt
contract insurance against claims for injuries to persons o
damages to property which may arise from or in connection wit
the performance of the work hereunder by the Contractor, hi
agents, representatives, employees, or subcontractors. If th
insurance is on a "claims made" basis, coverage shall b
maintained for a period of three years from the date o
..
-6
completion of the work. The cost of such insurance shall included in Contractor's bid. The insurance company or companj
shall meet the requirements of City Council Resolution No. 810E
A. Minimum Scope of Insurance
Coverage shall be at least as broad as:
1. Insurance Services Office form number GL 0002 (Ed. 1/7
covering Comprehensive General Liability; and Insuran
Services Office form number GL 0404 covering Broad Fo
Comprehensive General Liability; and
2. Insurance Services Office form number CA 0001 (Ed. 1/7
covering Automobile Liability, code 1 "any auto"; and
3. Workers' Compensation as required by the Labor Code
the State of California and Employers' Liabili
Insurance.
B. Minimum Limits of lnsurance
Contractor shall maintain limits no less than:
1. Comprehensive General Liability: $1 ,000,000 combin
single limit per occurence for bodily injury and proper
damage. If the policy has an aggregate limit, a separa
aggregate in the amounts specified shall be establish
for the risks for which the City or its agents, office
or employees are additional insured.
2. Automobile Liability: $1,000,000 combined single lim
per accident for bodily injury and property damage.
3. Workers' Compensation and Employers' Liability: Worker:
compensation limits as required by the Labor Code of tt
State of California and Employers' Liability limits (
$1,000,000 per accident.
C. Oeductibles and Self-Insured Retentions
Any deductibles or self-insured retentions must be declarf
to and approved by the City. At the option of the Cit! either: the insurer shall reduce or eliminate SUC
deductibles or self-insured retentions as respects the Cit! its officials and employees; or the Contractor shall procui
a bond guaranteeing payment of losses and relatf
investigation, claim administration and defense expenses.
D. Other-Insurance Provisions
The policies are to contain, or be endorsed to contain, th
following provisions:
I.
-7
1. General Liability and Automobile Liability Coverages:
a. The City, its officials, employees and volunteers s
to be covered as insured as respects: liabili
arising out of activities performed by or on beha
of the Contractor; products and completed operatio
of the Contractor; premises owned, leased, hired
borrowed by the Contractor. The coverage shs
contain no special limitations on the scope
protection afforded to the City, its official
employees or voluteers.
b. The Contractor's insurance coverage shall be prima
insurance as respects the City, its official
employees and volunteers. Any insurance or sel
insurance maintained by the City, its official
employees or volunteers shall be exces5
Contractor's insurance and shall not contribute wi it.
e. Any failure to comply with reporting provisions
the policies shall not affect coverage provided
the City, its officials, employees or volunteers.
d. Coverage shall state that Contractor's insuran
shall apply separately to each insured against wh
claim is made or suit is brought, except with respe
to the limits of the insurer's liability.
2. Workers' Compensation and Employers' Liability Coverage
The insurer shall agree to waive all rights I
subrogation against the City, its officials, employe
and volunteers for losses arising from work performed I
Contractor for the City.
3. All Coverages
Each insurance policy required by this clause shall t
endorsed to state without qualification that coverat
shall not be suspended, voided, cancelled, reduced :
coverage or in limits except after thirty (30) day:
prior written notice by certified mail, return receir
requested, has been given to the City.
E. Acceptabifity-of -Insurers
Insurance is to be placed with insurers with a Bests' ratir
of no less than A:XI unless otherwise authorized by Cit
Council Resolution No. 8108.
..
-E
F. Verification of Coverage
Contractor shall furnish the City with certificates
insurance and with original endorsements affecting cover6
required by this clause. The certificates and endorseme
for each insurance policy are to be signed by a pers
authorized by that insurer to bind coverage on its behal
The certificates and endorsements are to be in forms provid
by the City and are to be received and approved by the Ci
before work commences.
G. Subcontractors
Contractor shall include all subcontractors as insureds und
its policies or shall furnish separate certificates a
endorsements for each subcontractor. All coverages f
subcontractors shall be subject to all of the requiremen
stated herein.
7-5 PERHITS
Modify the first sentence to read:
The agency will obtain, at no cost to the Contractor, a
encroachment, right-of-way, grading, and building permi
necessary to perform work for this contract on City property,
streets, highways (except State highway right-of-way), railwa?
or other rights-of-way.
Add the following:
Contractor shall not begin work until all permits incidental
the work are obtained.
7-8-PR03EET AND SITE-*MAENfENANCE
To Section 7-8.1, Cleanup and Dust Control, add:
Cleanup and dust control shall be executed even on weekends ar
other non-working days at the City’s request.
Add the following to Section 7-8:
7-8.8 Noise Control
All internal combustion engines used in the construction shall b
equipped with mufflers in good repair when in use on the projec
with special attention to City Noise Control Ordinance No. 3109
Carlsbad Municipal Code, Chapter 8.48.
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7-10 PUBLIC CONVENIENCE AND SAFETY
Add the following to Section 7-10.4, Public Safety:
7-10.4.4 Safety and Protection of Workers and Public
The Contractor shall take all necessary precautions for !
safety of employees on the work and shall comply with i
applicable provisions of Federal, State and Municipal safety 1:
and building codes to prevent accidents or injury to persons (
about, or adjacent to the premises where the work is bel
p erfo rmed. He/she shall erect and properly maintain at i
times, as required by the conditions and progress of the WOC
all necessary safeguards for the protection of workers a
public, and shall use danger signs warning against hazar
created by such features of construction as protruding nail
hoists, well holes, and falling materials.
7-13 LAWS TO BE-OBSERVED
Add the following:
Municipal ordinances which affect this work include Chapt
11.06, Excavation and Grading.
If this notice specifies locations or possible materials, such
borrow pits or gravel beds, for use in the proposed constructit
project which would be subject to Section 1601 or Section 1603 I
the Fish and Game Code, such conditions or modificatior
established pursuant to Section 1601 of the Fish and Game Coc
shall become conditions of the contract.
SECTION 8 - FACllrf'tIES FOR AGENCY PERSBNNEt
Delete this section.
9-3 PAYMEWT
Modify Section 9-3.2, Partial and Final Payment, as follows:
Delete the second sentence of the third paragraph having to d
with reductions in amount of retention.
-
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SPECIAL PROVISIONS
SIGNALS AND LIGHTING
DESCRIPTION. Installing traffic signals and high
lighting systems and payment therefor shall conform to
provisions in Section 86, "Signals and Lighting," of the Stand
Specifications and the Standard Plans of the State of Californ
Department of Transportation, dated July, 1984, and these spec
provisions.
Traffic signal work is to be performed at the follow:
locat ions:
Location A - Alga Road at Corintia Street
Location B - Elm Avenue at Monroe Street
The Contractor shall guarantee the entire work construct
by him under this contract and will fully meet all requiremer
as to quality of workmanship and materials furnished by him. T
Contractor shall make, at his own expense, any repairs
replacements made necessary by defects in workmanship
materials furnished by him that becomes evident within one (
year after filing of the Notice of Completion of the work and
restore to full compliance with the requirements of the
specificaitons, any part of the work which during the one (
year period is found to be deficient with respect to a
provisions of the plans and specificaitons. The Contractor sha
make all repairs and replacements prornptly upon receipt
written orders from the Engineer. If the Contractor fails
make the repairs and replacements promptly, the City may do t
work and the Contractor and his surety shall be liable to tl
City for the cost.
EQUIPMENT LIST AND DRAWINGS. The controller cabin
schematic wiring diagram and intersection sketch, to be mount
on the cabinet door, shall be combined into one drawing sa tha
when the cabinet door is fully open, the drawing is oriented wi
the intersection.
The Contractor shall furnish two (2) maintenance manuals fc
all new controller units, auxiliary equipment, and vehic:
detector sensor units, control units and amplifiers. Tt
maintenance manuals and operation manuals may be combined int
one manual. The maintenance manuals or combined maintenance ar
operation manuals shall be submitted at the time the controllei
are delivered for testing or, if ordered by the Engineer
previous to purchase. The maintenance manuals shall include, bu
need not be limited to, the following items:
(a) Specifications
(b) Design characteristics
(c) General operation theory
-
(d) Function of all controls
(e) Trouble shooting procedure (diagnostic routine)
(f) Block circuit diagram
(g) Geographical layout of components
(h) Schematic diagrams
(1) List of replaceable component parts with stock number
The Contractor is required to submit to the Engineer 'I
built" prints, prior to the City's accepting the installatio
The prints shall indicate in red all deviations from the contr
plans such as location of poles, pull boxes and runs, depths
conduit, number of conductors and other appurtenant work
future references.
The Contractor shall also furnish cabinet inventory shee
These sheets shall include serial and model numbers of
equipment contained in the cabinet.
SCHEDULING OF WORK. The Contractor may perfc
subsurface work consisting of the installation of condu,
foundations, and detectors prior to receipt of all electric
materials and equipment, and shall begin said work within 10 d:
of the date of execution of contract.
Above ground signal work shall not commence until such ti
that the Contractor notifies the Engineer, in writing, of t
date that all electrical materials and equipment are receive
and said work shall start within 15 days after said date.
No materials or equipment shall be stored at the job sit
until receipt of said notification by the Engineer. The j
sites shall be maintained in neat and orderly condition at a
times.
All striping, pavement markings, and signing shall be
place prior to signal turn oil.
FOUNDATIONS. Portland cement concrete shall conform
Section 90-10, "Minor Concrete," of the Standard Specificatio
and shall contain no less than 470 pounds of cement per cub
yard, except concrete for reinforced pile foundations sha
contain no less than 564 pounds of cement per cubic yard.
STANDARDS, STEEL PEDESTALS AND POSTS. Where the plai
refer to the side tenon detail at the end of the signal mast ari
the applicable tip tenon detail may be substituted.
CONDUIT. In addition to identifying each pole shaft i
detailed on ES-6S of the State Standards Plans, the Contractc
shall also identify each mast arm for all signals and luminarie:
The stamped metal identification tag shall be located on the ma5
arm near the butt end and shall contain the same informatic:
required by ES-6s.
e
The fourth sentence in the third paragraph in Section
2.05C, "Installation," of the Standard Specifications is amen
to read:
When a standard coupling cannot be used for coup1 metal type conduit, a UL listed threaded union coupli
concrete-tight split coupling, or concrete-tight set sc
coupling shall be used.
Insulated bonding bushings will be required on mei
conduit.
After conductors have been installed, the ends of condu
terminating in pull boxes and controller cabinets shall be sea
with an approved type of sealing compound.
Non-metallic type conduit shall be used only whe
specifically noted, and shall be Schedule 80.
Conduit shall be placed under existing pavement by driili
or jacking.
Rigid metal conduit, to be used as a drilling or jacki
rod, shall be fitted with suitable drill bits for size ho
required.
PULL BOXES. Where the sump of an existing pull box
disturbed by the Contractor's operations, the sump shall
reconstructed and, if the sump was grouted, the old grout sha
be removed and new grout placed.
Pull boxes, pull box covers, and pull box extensjons sha
be concrete.
Standard Plan Drawing ES-8, "Pull Box Details," Note 4-a.
and b.9 shall not apply to this project.
In unimproved areas, install pull box markers and mark(
posts.
CONDUCTORS AND WIRING. Splices shall be insulated t
"Met hod B ."
Conductors No. 8 AWG or larger shall be stranded and shal
be spliced by the use of "C" shaped compression connectors i
shown on the plans.
Emergency vehicle pre-emptor detector lead-in cable shal
conform to the provisions of Section 86-2.08, "Conductors," o
the Standard Specifications and these special provisions.
-
Emergency vehicle pre-emptor detector lead-in cable st-
meet the characteristics of IPCEA-S-61-402 or NEMA WC5, Sect
7.4, 600V. Control Cable, 75 degrees C, Type 8.
Conductors shall be 3 No. 20-7x28 stranded.
Conductor strands shall be individually tinned.
Conductor insulation shall be a low-density polyethyl material having a minimum thickness of 25 mils.
Conductors shall be color coded: 7-yellow, l-blue, and
orange.
The cable shall have 1 No. 20-7x28 stranded, tinned, b
drain wire.
The drain wire shall be placed between the insula'
conductors and a shield.
The shield shall be of tinned copper-brass or alumir
polyester tape with a nominal 20% overlap. The conductj surface of the shield shall be in contact with the drain wire.
Capacitance measured between any conductor and the other t
conductors and the shield shall not exceed 48 pico-farads F
foot when tested at 1000 hertz.
The cable jacket shall be a black PVC material rated for 6
volts and 75 degrees C and shall have an average minimum wa
thickness of 45 mils.
The finished outside diameter of the cable shall be betwe
0.28 and 0.30 of an inch.
The cable jacket shall be marked with the manufacturer
name, insulation type designation, number of conductors a
conductor size, and voltage and temperature ratings.
BONDING AND GROUNDING. Grounding jumper shall
attached by a 3/16 inch, or larger, brass bolt in the sign
standard or controller pedestal and shall be run to the condui
ground rod, or bonding wire in adjacent pull box.
Grounding jumper shall be visible after cap has been pour(
on foundation.
Equipment grounding conductors wi 11 not be required
conduit containing loop lead-in cables only.
SERVICE. If service equipment cabinet design deviatc
in any way from the details shown on the plans, details of su(
deviation shall be submitted to the Engineer For review befoA
-
fabrication of the contract cabinets. If deemed necessary by
Engineer, one complete prototype cabinet shall be delivered
the Engineer for review at least 30 days before fabrication
the contact fixtures. The prototype cabinet will be returned
the Contractor and, if permitted by the Engineer, the cabinet r
be installed in the work.
The tenth paragraph in Section 86-2.11, "Service," of 1
Standard Specifications is amended to read:
Except for falsework lighting, the Contractor shall
responsible for applying for and arranging with the serv-
utility to complete service connections for both tempor:
and permanent installation and the Contractor shall pay i
costs and fees required by the utility.
FUNCTIONAL TESTING. The sixth paragraph in Section E
2.14, "Functional Testing," of the Standard Specifications
amended to read:
During the test period, the City or its representati
will maintain the system or systems. The cost of a
maintenance necessary, except electrical energy a
maintenance due to damage by public traffic, shall be at t
Contractor's expense and will be deducted from any mone
due, or to become due, the Contractor.
The eighth paraqraph in Section 86-2.14, "Function
Testing," of the Standard Specifications, is amended to read:
A shutdown of the electrical system resulting frl
damage caused by public traffic or from a power interrupti
shall not constitute discontinuity of the functional test.
Testing of control equipment and cabinet wiring comple
shall be accomplished at the Caltrans Transportation Laborator
The cost of any maintenance of the system or systems, except th;
caused by a power interruption or damage by public traffic, aftt
the completion of the funtional test, shall be the Contractor'
responsibility until the final acceptance by the City or it:
representative. This cost shall be deducted from any moneys dL
or to become due the Contractor.
Payment for necessary delivery, testing, modification5
repair, storage, and pickup is included in the bid price. R
additional compensation for this item will be made.
All references to State testing facilities or laboratorie
shall be interpreted as the City designated testing facility
However, State testing procedures referred to shall remain i
affect.
-
The test program for the Model 170 controller unit and
Local Intersection Program shall be delivered at the same time
the complete control system.
When notified by the Engineer, the Contractor shall pick
the complete control system and haul same to the site of the w
at his expense.
The Contractor shall allow a minimum of 10 working days
operational testing and adjustment, with the added provision t
if the equipment should fail, an additional 10 day period sh,
be allowed for retesting.
All testing and transportation and/or shipping costs for 1
complete control system shall be borne by the Contractor.
MODEL 170 CONTROLLER ASSEMBLIES. Caltrans Model
controller assembly or assemblies shall be furnished by t
Contractor, complete with all equipment and software progr:
required to provide the operation shown on the plans.
The Contractor shall arrange to have a signal technicic
qualified to work on the controller and employed by t
controller manufacturer or his representative, present at t
time the equipment is turned on.
EMERGENCY VEHICLE PRE-EMPTION. Emergency vehic
traffic signal detector systems shall consist of a transmitte
receiver, and associated wire and components. The transmitt
shall be an approved device mounted on the emergency vehicl
The receiver shall be mounted at or near the intersections to
control led.
The system shall permit detection of two classes
authorized vehicles. Class I (Mass Transit) vehicles shall ' capable of being detected at a range of up to 1000 feet (3
meters). Class 11 (Emergency) vehicles shall be capable of bei
detected at a range of up to 1800 feet (550 meters).
Class I signals, those emitted by Class I vehicles, shall 1:
distinguished from Class 11 signals, those emitted by Class 1
vehicles, on the basis of the modulation frequency of tt
respective emitter. The modulation frequency for Class I sign;
emitters shall be 9.63 Hz + 0.110 Hz. The modulation frequenc
for Class I1 signal emitters-shall be 14.035 Hz + 0.250 Hz. -
The system shall establish a priority of Class I1 vehicl
signals over Class I vehicle signals, and shall conform to th
requirements of Section 25352, California Vehicle Code.
-
Optical Detection/Discriminator Assembly
Each optical detect ion/discriminator assembly sh
consist of one or more detectors, connecting cable an.
disc rimi nato r module.
Each such assembly when used with standard emittc
shall have a range of at least 1000 feet (300 meters) (
Class I signals and 1800 feet (550 meters) for Class
signals. Standard emitters for both classes of sign;
shall be available from the manufacturer of the system.
Optical Detector - Each optical detector shall be
weatherproof unit capable of being easily mounted on a mE
arm. The housing shall have at least one opening threac
for 3/4 inch conduit, through which all wiring shall entc
Each detector shall weigh not more than 2 pounds and sh:
present a maximum wind load area of 36 square inches.
Each detector shall be capable of receiving optic
enerqy from either one or both of two axially oppos
direct ions. The reception angle shall be a maximum of
degrees (12 degrees total included angle) measured in t
horizontal plane about the center axis of the light sensi
element. The reception angle in the vertical plane measur
about the center axis of the light sensing element shall
a maximum of 4 degrees above and 8 degrees below that cent
axis. Measurements are to be taken with the emitt
assembly at near maximum range.
All internal circuitry shall be solid-state a
electric power shall be provided by the respecti
discriminator module.
Cable - Detector cable shall meet the requirements
IPCEA-S-61-402/NEMA WC 5, Section 7.4, 600-volt contr
cable, 75 degrees C., Type 8, and the following:
a. The cable shall contain 3 conductors, each of whic
shall be #20 (7x28) stranded, tinned copper with :
mil minimum average thickness low-densii
polyethylene insulation. Insulation shall be colc
coded: I-yellow, 1-blue, I-orange.
b. The shield shall be either tinned copper braid c
aluminized polyester film with a nominal 2C
overlap. Where the film is used, a No. 20 (7xZE
stranded, tinned, bare drain wire shall be place
between the insulated conductors and the shield ar
in contact with the conductive surface of tt-
shield.
-
c. The jacket shall be black polyvinyl chloride w
minimum ratings of 66 volts and 80 degrees C. an
minimum thickness of 45 mils. The jacket shall
marked as required by IPCEA/NEMA.
d. The finished outside diameter of the cable shall I
exceed 0.35 inch.
e. The capacitance as measured between any conduc
and the other conductors and the shield shall i
exceed 48 pic0 farads per foot at 1000 Hz.
VEHICLE SIGNAL FACES AND SIGNAL HEADS. Signal sectj
housings shall be metal type.
All Lamps for traffic signal units (including programr
visibility type) shall be furnished by the Contractor.
Plastic signal housings, backplates, visors, and optic
units are not acceptable. The housing shall be cast aluminum a
all non-programmed lenses shall be glass.
The second paragraph in Section 86-4.01C, "Electric
Components,'' of the Standard Specification is amended to read:
Each lamp receptacle shall be wired with a conductor,
connected to the shell of the receptacle, with whi
insulation, and a conductor, to the bottom or end terrnin
of the receptacle, with black insulation color-coded
fo 1 lows:
Red signal - solid red insulation
Yellow signal - solid yellow insulation
Green signal - solid blue insulation
These conductors shall, in turn, be connected to
terminal block mounted inside at the back of the housing.
The terminal block shall have sufficient screw ty\
terminals to terminate all field conductors and lamp conductor
independently, with separate screws. The terminals to whic
field conductors are attached shall be permanently identified c
conductors shall be color coded to facilitate field wiring.
PEDESTRIAN SIGNALS. Pedestrian signals shall be Tyr
G, with the Z-crate type screen.
Section 86-4.05A, "Types," of the Standard Specifications i
amended to add the following:
86-4.05A(7) Type G. - Each Type G pedestrian signa
shall consist of a housing with front screen, a messag
plate and two light sources, each consisting of lurninou
tubing and power supplies for the luminous tubing.
-
The message plate shall be 1/8-inch nominal thickne
ult rav iolet-stabi lized, prismat ic-pat terned PO lyca rbon
plastic; 3/16-inch nominal thickness hammered wire-glass;
3/16-inch nominal thickness ul t rav i o let -s t abi 1 i z
pr ismat ic-pat t erned acrylic plastic. The message pla
shall have a flat-black surface over the entire projec
area except where the symbols are located. The mater
used to mask the message plate shall be hard and durable
shall bond such that it will not flake nor peel when
message plate is in use or is washed. The symbols shall
the only illuminated portion of the message plate.
The message plate shall be sealed to a polycarboni
case to form a dust-tight and weatherproof module. .
module shall contain and properly support the luminc
tubing and power supplies.
Each light source shall have a separate power supp'
Each power supply shall require less than 30 watts witt
power factor of not less than 90 percent over a range
input voltages from 105 to 130, at a frequency of 60 (+
1)Hz.
Each symbol shall not be less than 11 inches high i
not less than 7 inches wide.
The hood described in Section 86-4.050, "Visors," of t
Standard Specifications shall be provided.
DETECTORS. Loop detector sensor units shall be 2 or
channel, utilizing sequential scanning of channels.
Loop detector conductors shall be Type 1.
Loop detector lead-in cable shall be Type 8.
The number of sensor units and lead-in cables required
achieve the specified detection shall be installed.
The Contractor shall test the detectors with a motor-driv
cycle, as defined in the California Vehicle Code, that
licensed for street use by the Department of Motor Vehicles I
the State of California. The unladen weight of the vehicle sha
not exceed 220 pounds and the engine displacement shall n
exceed 100 cubic centimeters. Special features, components (
vehicles designed to activate the detector will not be permittec
The Contractor shall provide an operator who shall drive tt
motor-driven cycle through the response or detection area of tt
detector at not less than 3 miles per hour nor more than 7 mil(
per hour.
The Contractor shall notify the City maintenance facilil
the same day of any detector being disconnected or connected ar
of any timing adjustments made.
-
Detector will be disconnected or connected and tim
adjustments made by maintenance personnnel at the Contract0
request within twenty-four hour advance notice to the C
maintenance company traffic signal laboratory.
LUMINAIRES. Luminaires shall be the cutoff type.
Glare shields are not required on semi-cutoff or full cutr
luminaires.
Each luminaire shall be die-cast aluminum, with integi
regulator ballast and Type IV photoelectric control (Secion t
6.07A) for use in a multiple 12OV circuit.
The optical assembly shall provide true 90 degree cutoff i
shielding (without external glare shield) and shall consist c
a glass or glass coated gasketed reflector; a heat and impc
resistant, flat glass lens; a porcelain enclosed mogul multiF
screw shell socket with lamp grips. The optical assembly shc
contain an activated charcoal filter which prevents particulc
and gaseous contamination.
The reflector shall be specifically designed to produce
ANSI, IES medium, cutoff, Type I11 light distribution when us
with a 250 watt high pressure sodium lamp.
INTERNALLY ILLUMINATED STREET NAME SIGNS. Internal
illuminated street name signs shall be Type A.
PHOTOELECTRIC CONTROL. The photoelectric control un
shall consist of a photoelectric unit in a weatherproof housi
which plugs into an EEI-NEMA twist lock receptacle integral wi
the luminaire.
The photoelectric unit shall provide an output in respon
to changing light levels and shall have a built-in time delay
fifteen (IS) seconds, The response level shall remain stab.
throughout the life of the control unit.
The control unit shall contain a solid-state photoelectr
cell suitable for operation with 12OV or 240V line supply i
noted on the plans. The unit shall have a rated load capacity (
1,000 volt - amperes.
The control unit shall have an ON/OFF ratio of one (1) t
one and one-quarter (1-1/4) footcandles.
In the event of failure, the control unit shall fail in tl-
ON position.
BALLASTS. The 12th paragraph in Section 86-6.11:
"High-Intensity-Discharge Lamp Ballasts," of the Standax
Specifications is amended to read:
,.
-
Ballasts for luminaires to be mounted on mast ar
brackets or lowering assemblies shall be the regulator t
and shall be located within the luminaire housing.
ballast for each horizontally mounted luminaire sh
consist of components mounted on a metal plate secured
the housing or components mounted on a down opening do
The door shall be hinged and secured to the lumina
housing separately from the refractor or flat lens fra
The door shall be easily removable and replaceable.
door shall be secured to the housing in a manner to prev
its accidental opening when the refractor or flat lens fr
is opened.
Section 86-6.10A, "Regulator Type Ballasts," of the Stand
Specifications is amended to read:
Regulator type ballasts shall be lag-type or lead-t,
and shall conform to the following:
86-6.10A(l) LAG-TYPE REGULATOR BALLASTS. Each 1;
type regulator ballast shall have the primary i
secondary windings electrical isolated and, wt
operated with the appropriate lamp, shall have t
following characteristics and shall maintain t
following lamp operation:
1. The power factor shall be not less than
percent throughout the life of the lamp
nominal line voltage with a nominally rat
reference lamp.
2. Lamp wattage regulation spread at any la
voltage from nominal through life shall not va
by more than 18 percent for +IO percent inp
voltage variation. -
3. For nominal input voltage and lamp voltage, t
ballast design center shall not vary more than
1/2 percent from rated lamp watts.
4. The ballast shall be designed so that
capacitance variance of +6 percent will ni
cause more than a +8 percynt variation in lar
wattage regulation throughout rated lamp li
for nominal input voltage.
-
5. The lamp current crest factor shall not excee
1.8 for input voltage variation of +IO percer
at any lamp voltage from initial throzgh life,
86-6. I OA( 2) LEAD-TYPE REGULATOR BALLASTS. Eac
lead-type regulator ballast (CWA-constant wattac
autoregulator) shall, when operated with tt
-
appropriated lamp, have the following characterist
and shall maintain the following lamp operation:
1. The power factor shall be not less than
percent when the ballast is operated at nomir
line voltage with a nominally rated referel
1 amp.
2. Lamp wattage regulation spread at any 1<
voltage from nominal through life shall not vi
by more than 30 percent for +IO percent inF
voltage variation. -
3. For nominal input voltage and lamp voltage, t
ballast design center shall not vary by mc
than 7 1/2 percent from rated lamp watts.
4. The ballast shall be designed so that
capacitance variation of +6 perceent will n
cause more than a t8 perceKt variation in la
wattage regulation throughout rated l'amp li
for nominal input voltage.
-
5. The lamp current crest factor shall not exce
1.8 for input voltage variation of +IO perce
at any lamp voltage from initial through life.
REMOVING, REINSTALLING OR SALVAGING ELECTRIC
EQUIPMENT. Salvaged electrical materials shall be delivered
the City maintenance yard.
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-
SIDEWALK DETAILS
All concrete work under this contract shall be perfor
according to the SSPWC "green book" with the follow
modi f icat ions. Applicable details from the San Diego AI
Regional Standard Drawings shall be used for the concrete w(
awarded the contractor.
200-2 UNTREATED BASE MATERIAL
Aggregate base shall be crushed aggregate base (Section 200-2.;
crushed slag base (Section 200-2.3), or crushed rniscellaner
base (Section 200-2.4).
201-1 PORTLAND CEMENT CONCRETE
Concrete for drainage ditch shall be Class 520-C-2500.
Modify Section 201-1 .2.1, Portland Cement, as follows:
First paragraph, first sentennce amend to read: "All cement
be used or furnished shall be low alkali and shall be either Ty
I or Type I1 Portland Cement conforming to ASTM C 150, or Type
(MS) Portland Pozzolan Cement conforming to ASTM C 595, unle
otherwise speci f ied. 'I
Modify Section 201-1.2.3, Water, as follows:
Second paragraph replace "1,000 ppm (mg/L) of sulfates" wi
"1,300 (mg/L) ppm of sulfates."
Third paragraph replace "800 ppm (mg/L) of sulfates" with "1,3
(mg/L) ppm of sulfates."
(b) Air-entraining Admixtures
Last paragraph amend t a read: "A tolerance of plus or minus
1/2 percent is allowed. The air content of freshly mix
concrete will be determined California Test Method No. 504."
Modify Section 201-1.3.3, Concrete Consistency, as follows:
Second paragraph delete: "and shall not exceed amounts shown
following table:". Also delete table.
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wcoMwmCo BY TU€ SAN DIEGO REGIONAL STAWOAROS COMYITTEE
&u. IY7S r -=?x7
DRAWING NUMBER G-2
z.ciJ., <iU;vT
Revision 8v Approved SAN DIEGO REGIONAL STANDARD DRAWING Cone. &5 77275.
CURB AND GUTTER - COMBINED
Width as shown on plan wier e _I - -
1/2" R 1J2" R - 114" per ft. I ,
,------ ---- i P""
Weakened Plana Joint
/ I I I
I I I I I
e--- I ------_ J I I I I I
NON-CONTIGUOUS
Weakened Plane Joint
CONTl G U 0 US
1. Concrete shall be 520-C-2500.
2. Sea Standard Drawing G.10 for joint details.
LEGEND ON PLANS
Mid Point of Curb Return
a
- .I-----.
NOTES
1. Expansion Joints -at curb returns, adjacent to structures and at 45' intenais.
2. Weakened Plane Joints--- at mid point of curb return, when required,
3. 114" groova -with 114" radius edges at 5' intewals.
(See Standard Ormkig G-101.
and at 15' intervals from P.C.R.'s (See Standard Drawing G.10).
Co)~~hiitoi R C E 19801
0 AAWING NUMBER G SIDEWALK JOINT LOCATIONS
L
b
Expansion Joint filler material
114" (Siddk)
CONTACT JOINT EXPANSION JOINT
& c hforrned Joint filler
WEAKENED PLANE JOINT WEAKENED PLANE JOtNT
PAVEMENT SIDEWALK
KEYED JOINT
RfCOYYENOEO I* THE fu OtECO SAN DIEGO REGIONAL STANDARD DRAWING Revision By Approve( REGIONAL SbNOARDS COYYllTEE Radius * 0. 3. uQP&ff &e. M75
DRAWING CONCRETE JOINT DETAILS
C~ufOtuXOI R C f 19107 Oan
NUMBER G-10
. ,I
Existing Score Mark
Existing Scon Mark
1 SIDEWALK SECTION
CURB PLAN
PAVEMENT SECTION
Men distance from, "Area to be removed", to existing joint, edge
or score mark it less than minimum shown, "Area to be removed",
shall be extended to that joint, edge or score mark.
SECTION
Showing Cut
\m I,-
i
.
12" wide border with %" groova approx. 3" O.C.
Standard sidewalk finish
curb
Height
Retaining curb or wdl
-. *&C'
4'* 2% ?*?: - L"' .'
'- b.VZ 'a * .... e.. .. .- .--..&-
I \ , P**. E. I: r-I .*-**#*:.L :.-: .-. &q -.
G - 6" 4' landing (Min.)
1- -
SECTION A-A
Curb X' Height Ramp Y' Length
4" 1' . 6"
5" 2' ~ 6"
6" 3' . 6"
7" 4' . 6"
8 " 5' . 6"
9" 6' . 6"
10 7' . 6"
11" 8' . 6''
12" 9' . 6"
13" 10' - 6"
NOTES
1. Type C ramps are only to br used to mitigate existing conditions and
am not to be used in new construction.
2. Ser Standard Drawing 6-32 for general notes.
L
Revision By Approvsd Oat, SAN DlEGO REGJONAL STANDARD DRAWING REG,ONPlL RECOMMENOEO STANOPIAOS, BY THE
PEDESTRIAN RAMP Cootamfor R C E i21131
3
DRAWING NUMBER G- TYPE C
* -F <
1. Pedestrian ramps shown on Standard Drawings 6-27 through G-30 do not conform to the requirements
of the State Building Cod0 (Pan 2, Title 24. C.A.C.) and are not recommended for USI on projects with
Federal or State funding.
2. Area shown thus: m Shall have a heavy broom "ripple" texture finish, transversa to axis of ramp.
3. Arws shown thus: 1-1 AN thr minimum raquirsd for I complete nmp installation and shall be
4. When podestrian ramps aro installad in or adjacent to existing colored concrete, the new ramp shall be
tinted to match existing concrete color.
5. Tho removal of existing concrete curb, gutter, sidewalk and pavement for pedestrian ramp installation shall
comply with San Oiago Regional Standard Orawing G-11.
6. If obstructions such as inlets, utility polar. fire hydrants, etc.. are encountered, the ramp locations may be
adjusted upon the approval of the Engineer.
concnto class 520-C-2500.
RECOMMENOEO 8V THE SAN OlEGO
ilEGiOkAl STANOPROS COMMITTEE
c)
c
January 22, 1990
McCain Construction 2220 Encini tas B1 vd. Encinitas, CA 92024
Re: Bond Release - Contract Nos. 3257 and 3259 - Traffic Signals Alga/Corintita; Elm/Monroe
Per instructions from our Municipal Projects Department, we are hereby releasir the remaining 25% of the bond for the above-referenced contract:
Performance Bond 30002425 Fidelity and Deposit Company of Maryland
The bond is enclosed so that you may return it to your surety. f$fz- KA EN R. MUN TZ
'- eputy City Cle
Enc.
-
1200 Carlsbad Village Drive - Carlsbad, California 92008 - (619) 434-280
.. V~~ITE IT- DON'T SAY I)!
Date
To a Reply Wanted
From Karen Kundtz, Deputy City Clerk UNO Reply Necessary
'//
Re: Bond Release - ,w- he- a
Our records indicate bondsfor the
above-referenced subd ease. We need
your written authorization/approval for release.
the status, and if release is 0.k.
Please let me know
Thanks,
Y- i
PRINl AIGNEA FORM NO. 55-032
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1200 ELM AVENUE TELE
CARLSBAD, CALIFORNIA 92008 (619) A
Office of the City Clerk aitg of aarlsball
November 4, 1987
McCain Construction
2220 Encinitas Blvd.
Encinitas, Cb 92024
Re: Bond Release - Contract Nos. 3257 and 3259 - Traffic Signals
at Alga/Corintia and Elm/Monroe
The Notice of Completion for the above-referenced contracts has
recorded. Therefore, we are releasing 75% of the Faithful Per-
formance Bond. Please consider this letter as your notification
that $101,778.75 of Fidelity and Deposit Company of Maryland
Performance Bond No. 30002425 is hereby released. We are required
to retain the remaining 25% for a period of one year. At that time
if no claims have been filed, it will be released.
The Labor & Materials Bond, in the amount of $67,852.50, will be duc
for release six months from the date of recordation of the Notice
of Completion. A copy of the Notice of Completion is enclosed for
your records.
*-JfiF* EN P. KU TZ
Deputy City Clerk
Enc.
necuLuuig neques~eu DY diiu JS~LULLI IU; e a r: 1621 0 City Clerk
1200 Elm Avenue
Carlsbad, CA 92008 NOTICE OF COMPLETION
MUNICIPAL PROJECTS DEPARTMENT
To All Laborers and Material Men and to Every Other Person Interested:
YOU WILL PLEASE TAKE NOTICE that on September 11, 1987
the engineering project consisting of the construction of
traffic sisnal systems at the intersections of Elm Avenue
and Monroe Street and Alsa Road and Corintia Street on
which McCain Construction Company, Incorporated
was tine contractor and Fidelity and Deposit Company of
Maryland was the surety, was completed.
r
VERIFICATION OF CITY CLERK
I, the undersigned, say:
I am the City Clerk of Carlsbad; the City Council of said City on 22 1997 accepted the above described work as compteted and orkiered that a Notice of Completion be filed.
I declare under penalty of perjury that the foregoing is
Executed on &-&z-h~ d3 /9P7 at Carlsbad, California.
true and correct.
CiTY :)E CARLSbAl)
87 544094
- .-
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