HomeMy WebLinkAboutLekos Electric Inc; 1991-11-05; 3273 | 3277 | 3278 | 3283- ---A -- -
* :?@cording requested by: ) *
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1
When recorded mail to: 1
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City Clerk )
City of Carlsbad 1
1200 Elm Avenue )
1 [;I35 CITY OF CARLSBAD
) Space above for Recorder’s Use
NOTICE OF COMPLETION
Carlsbad, CA 92008
Notice is hereby given that:
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The undersigned is owner of the interest or estate stated below in the property hereinafter desc
The full name of the undersigned is City of Carlsbad, a municipal corporation.
The full address of the undersigned is 1200 Carlsbad Village Drive, Carlsbad, California, 9201
The nature of the title of the undersigned is: In fee.
A work of improvement on the property hereinafter described was completed on March 18, 1
The name of the contractor, if any, for such work of improvement is Lekos Electric, Inc.
The property on which said work of improvement was completed is in the City of Carlsbad, C
of San Diego, State of California, and is described as follows: Traffic Siqnals (3) on Grand A
at State, Roosevelt and Jefferson Streets: Sidewalk Improvements on Roosevelt Street: Proiec
3254, 3273, 3277, 3278 and 3283.
The street address of said property is NONE. 8.
VERIFICATION OF CITY CLERK
I, the undersigned, say:
I am the City Clerk of the City of Carlsbad, 1200 Carlsbad Village Drive, Carlsbad, Cali
, 1952 accepted the above described w 92008; the City Council of said City on April 21
conpieted and ordered that a idoiice si Compieiim 2s filed.
I declare under penalty of perjury that the foregoing is true and correct.
Executed on April 22 , 1922at Carlsbad, California.
CITY OF CARLSBAD
ALETHA L. RAUTENKRANZ
City Clerk
EXHIBIT 2
CITY OF CARLSBAD
PROJECT: Grand Avenue Traffic Signals
CONTRACT CHANGE ORDER NO. #3
CONTRACT NO._3 ...... 2 ____ 83~--P.O. NO.-=1"'-"'306=--7 __ ACCOUNT NO.300-820-1840-3283
CONTRACTOR: Lekas Electric Inc.
ADDRESS: ---=1=9-=1-=-1-=F:...:u:;.;:eaa.r.a.;te'-=D-=-n"-'·v-=-e _________________________ _
El Cajon, California 92020
The Contractor is directed to make the following changes as described herein. Changes shall include all labor,
materials, equipment, contract time extension, and all other goods and services required to implement this
change. Payment stated on this change order includes all charges, direct or indirect, arising out of this
additional work and is expressly agreed between the City and the Contractor to be the complete and final costs
hereof. The requirements of the specifications, where pertinent and not in conflict with this change order,
shall apply to these changes. This change order is not effective unless signed by the City Manager and/or the
Mayor.
Item 1: Pursuant to subsection 3-5, Disputed Work, Standard Specifications for Public Works
Construction, 1991, and in conjunction with subsection 306-1.5.1, Temporary Resurfacing,
provide, install, and maintain temporary asphalt for all trenching for the agreed upon price
of $2,603.79.
Increase to Contract Cost. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $2,603.79
TOTAL INCREASE TO CONTRACT COST ....................................... $2,603.79
H:\LIBRAR Y\DPS\ WPDATA\INSPECI\GRANDC03.CHN
TIME FOR COMPLETION OF ALL WORK UNDER THIS CONTRACT SHALL NOT BE AFFECTED BY
THIS CHANGE ORDER.
RECOMMENDED BY:
DIS
(DATE)
INSPECTION FILE (ORIGINAL)
PURCHASING (W/P.O. CHANGE ORDER)
FINANCE
CONTRACTOR
H:\LIBRARY\DPS\WPDATA\INSPEC1'\GRANDC03.CHN
APPROVED BY:
CITY OF CARLSBAD
PROJECT: #3283, Grand Avenue Traffic signals and Sidewalk
Improvements on Roosevelt Street
CONTRACT CHANGE ORDER NO. 2
CONTRACT NO.3283 P.O. NO.13067 ACCOUNT NO.300-820-1840-3283
CONTRACTOR: Lekos Electric Inc.
ADDRESS: 1911 Fuerte Drive
El Cajon. California 92020
The Contractor is directed to make the following changes as
described herein. Changes shall include all labor, materials,
equipment, contract time extension, and all other goods and
services required to implement this change. Payment stated on this
change order includes all charges, direct or indirect, arising out
of this additional work and is expressly agreed between City and
Contractor to be the complete and final costs hereof. The
requirements of the specifications, where pertinent and not in
conflict with this change order, shall apply to these changes.
This change order is not effective unless signed by the City
Manager and/or the Mayor.
Item 1: Pursuant to Section 3-2, Changes Initiated by the
Agency, Standard Specifications For Public Works
Construction, 1991, install one 120 volt receptacle
in the base of four traffic signal standards at the
intersection of Grand Avenue and State Street for
the agreed upon price of $508.00
Increase to Contract Cost ••••• $508.00
Total Increase to Contract cost .........•. • $508.00
H:\LIBRARY\DPS\WPDATA\INSPECT\GRAND-2
TIME FOR COMPLETION OF ALL WORK UNDER THIS CONTRACT SHALL NOT BE
AFFECTED BY THIS CHANGE ORDER.
BY:
(DATE)
---'--~~~~~~z..=---3~e> V (DATE)
(DATE)
DISTRIBUTION:
INSPECTION FILE (ORIGINAL)
PURCHASING (W/P.O. CHANGE REQUEST)
FINANCE
CONTRACTOR
H:\LIBRARY\DPS\WPDATA\INSPECT\GRAND-2
CITY OF CARLSBAD
PROJECT: #3254, GRAND AVENUE TRAFFIC SIGNALS AND SIDEWALK
IMPROVEMENTS ON ROOSEVELT STREET
CONTRACT CHANGE ORDER NO. 1
CONTRACT NO.3254 P.O. NO.13067 ACCOUNT NO.300-820-1840-3254
CONTRACTOR: Lekas Electric Inc.
ADDRESS: 1911 Fuerte Drive
El Cajon, California 92020
The Contractor is directed to make the following changes as
described herein. Changes shall include all labor, materials,
equipment, contract time extension, and all other goods and
services required to implement this change. Payment stated on this
change order includes all charges, direct or indirect, arising out
of this additional work and is expressly agreed between City and
Contractor to be the complete and final costs hereof. The
requirements of the specifications, where pertinent and not in
conflict with this change order, shall apply to these changes.
This change order is not effective unless signed by the City
Manager and/or the Mayor.
Item 1:
Item 2:
Pursuant to Section 3-2, Changes Initiated by the
Agency, Standard Specifications For Public Works
Construction, 1991, remove approximately 350 sq.
ft. of P.C.C. sidewalk for the agreed upon price of
$1,152.00.
Increase to Contract Cost ...•..• $1,152.00
Pursuant to Section 3-2, Changes Initiated by the
Agency, Standard Specifications For Public Works
Construction, 1991, construct approximately 500 sq.
ft. of 4" P.C.C. sidewalk at the unit price
established in the bid: $2. 40/SF x 500 SF =
$1,200.00.
Increase to Contract Cost •.••.•. $1,200.00
H:\LIBRARY\DPS\WPDATA\INSPECT\GRAND-1
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Total Increase to Contract Cost •••••••••••• $2,352.00
TIME FOR COMPLETION OF ALL WORK UNDER THIS CONTRACT SHALL BE
INCREASED BY ONE WORKING DAY.
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(DATE)
INSPECTION FILE (ORIGINAL)
PURCHASING (W/P.O. CHANGE REQUEST)
FINANCE
CONTRACTOR
H:\LIBRARY\DPS\WPDATA\lNSPECT\GRAND-1
1
c TABLE OF CONTENTS -1 Itern PaEe
NOTICE INVITING BIDS ........................................... 1
CONTRACTOR’SPROPOS ........................................... 4
BIDDER’S BOND TO ACCOMPANY PRC)POSAL 11
DESIGNATION OF SUBCONTRACTORS AND METAL FABRICATOR ........... 13
BIDDER’S STATEMENT OF FINANCIAL RESPONSIBILITY 15
BIDDER’S STATEMENT OF TECHNICAL ABILITY AND EXPERIENCE .......... 16
NON-COLLUSION AFFIDAVIT TO BE EXECUTED
BY BIDDER AND SUBMIlTED WITH BI[D .............................. 17
CONTRACT . PUBLIC WORKS ...................................... 18
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LABOR AND MATERIALS BOND .................................... 26
PERFORMANCEBOND 28
OPTIONAL, ESCROW AGREEMENT .................................. 30
RELEASEFORM 34
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...............................................
SPECIAL PROVISIOI
SECTION B
I. SUPPLEMENTAL, GENERAL PROVISIONS TO STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION ............................ 35
SECTION C
11. SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION FOR CONSTRUCTION MATERIALS ................... 48
SECTION D
111. SUPPLEMENTAL PROVISIONS TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION FOR CONSTRUCTION METHODS .................... 51
SECTION E
TECHNICAL SPECIFICATIONS FOR TRAFFIC SIGNAL ..................... 56
APPENDIX . STANDARD DRAWINGS ................................ 69
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CITY OF CARLSBAD, CALIFORNIA
NOTICE r"G BIDS
Sealed bids will be received at the Office of the Purchasing Officer, City Hall, 120
Carlsbad Village Drive (formerly Elm Avenue), Carlsbad, California, until 4:OO P.M. on th - 24th day of September, 1991, at which time they will be opened and read, for performin
the work as follows:
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GRAND AVI3JUE TRAFFIC SIGNALS
CONTRACT NOS. 3273,3277,3278,3283
The work shall be performed in strict conformity with the specifications as approved by th
Carlsbad Housing and Redevelopment Commission on file with the Municipal Projecl
Department. The specifications for the work shall consist of the latest edition of th
Standard SDecifications of Public Works Construction, hereinafter designated as SSPW(
as issued by the Southern Chapters of the American Public Works Association. Referenc
is hereby made to the specifications for full particulars and description of the work.
The City of Carlsbad encourages the participation of minority and women-owne
8 a businesses.
b No bid will be received unless it is made on a proposal form furnished by the Purchasin
Department. Each bid must be accompanied by security in a form and amount require
by law. The bidder's security of the second and third next lowest responsive bidders ma
be withheld until the Contract has been fully executed. The security submitted by all othe
unsuccessful bidders shall be returned to them, or deemed void, within ten (10) days aft€
the Contract is awarded. Pursuant to the provisions of law (Public Contract Code Sectio
22300), appropriate securities may be substituted for any obligation required by this notic
or for any monies withheld by the City to ensure performance under this Contract. Sectio
22300 of the Public Contract Code requires monies or securities to be deposited with th
City or a state or federally chartered bank in California as the escrow agent.
The documents which must be completed, properly executed, and notarized are:
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1. Contractor's Proposal
2. Bidder's Bond
3. Non-Collusion Affidavit e
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All bids will be compared on the basis of the Engineer's Estimate. The estimated quantitie
are approximate and serve solely as a basis for the comparison of bids. The Engineer'
Estimate is $200,000.
No bid shall be accepted from a contractor who is not licensed in accordance with th
provisions of California state law. The contractor shall state their license numbei
expiration date and classification in the proposal, under penalty of perjury, pursuant ti
Business and Professions Code Sec~on 7028.15. The following classifications ar acceptable in accordance with the provisions of State law: 'A' or 'C-10'.
If the Contractor intends to utilize the escrow agreement included in the contrac
documents in lieu of the usual 10% reitention from each payment, these documents mu2
be completed and submitted with the signed contract. The escrow agreement may not b
substituted at a later date.
Sets of plans, special provisions, and Contract documents may be obtained at th
Purchasing Department, City Hall, 1200 Carlsbad Village Drive (formerly Elm Avenue:
Carlsbad, California, at no charge.
The City of Carlsbad reserves the right to reject any or all bids and to waive any minc
irregularity or informality in such bid:;.
The general prevailing rate of wages for each craft or type of worker needed to execute th
Contract shall be those as determined by the Director of Industrial Relations pursuant t
the Sections 1770, 1773, and 1773.1 of the Labor Code. Pursuant to Section 1773.2 (
the Labor Code, a current copy of applicable wage rates is on file in the Office of th
Carlsbad City Clerk. The Contractor to whom the Contract is awarded shall not pay le:
than the said specified prevailing rates of wages to all workers employed by him or her i
the execution of the Contract.
The Prime Contractor shall be respolnsible for insuring compliance with provisions (
Section 1777.5 of the Labor Code and Section 4100 et seq. of the Public Contracts Cod1
"Subletting and Subcontracting Fair Practices Act."
The provisions of Part 7, Chapter 1, of the Labor Code commencing with Section 172
shall apply to the Contract for work.
A pre-bid meeting and tour of the project site will not be held.
All bids are to be computed on the basis of the given estimated quantities of work, i
indicated in this proposal, times the iunit price as submitted by the bidder. In case of
discrepancy between words and figures, the words shall prevail. In case of an error in tl
extension of a unit price, the corrected extension shall be calculated and the bids will E
computed as indicated above and compared on the basis of the corrected totals.
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t All prices must be in ink or typewritten. Changes or corrections may be crossed out ani
typed or written in with ink and must be initialed in ink by a person authorized to sign fo
the Contractor.
Bidders are advised to verify the issuance of all addenda and receipt thereof one day prio
to bidding. Submission of bids without acknowledgment of addenda may be cause c
if
I rejection of bid.
Bonds to secure faithful performance of the work and payment of laborers and material
suppliers, in an amount equal to one hundred percent (100%) and fifty percent (50%)
respectively, of the Contract price will be required for work on this project. These bond
shall be kept in full force and effect during the course of this project, and shall extend i
full force and effect and be retained by the City for a period of one (1) year from the dat
of formal acceptance of the project by the City.
The Contractor shall be required to maintain insurance as specified in the Contract. An
additional cost of said insurance shall be included in the bid price.
Approved by the City Council of the City of Carlsbad, California, by Resolution
No.91-24~adopted on the 6th day of Auunust, 1991.
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mha~.~dW anz, @ Clerk b %% Date /
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1 i ClTt OF CARLSBAD
GRAND AWNJE TRAFFIC SIGNALS
CONTRACI' NCS 3273,3277,3278,3283
CONTRACTOR'S PROPOSAL
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City Council
City of Carlsbad
1200 Carlsbad Village Drive
Carlsbad, California 92008
The undersigned declares he/she has carefully examined the location of the work, read th
Notice Inviting Bids, examined the Plans and Specifications, and hereby proposes to ~LUT&
all labor, materials, equipment, transportation, and services required to do all the work t
complete Contract Nos. 3273, 3277, 3278, and 3283 in accordance with the Plans an
Specifications of the City of Carlsbad, and the Special Provisions and that he/she will tak
in full payment therefor the folloGng unit prices for each item complete, to wit:
Approximate
Item Quantity unit
No. Item Description - and Unit Price Total b- 1 LS d LS 2w24D 1
2 Relocate Small Business Sign and 1 LS
1" &a. Backflow Preventer per
LS.LzasiD - Dollars (Lump Sum)
3 Install City-supplied Water 2EA
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Approxhna te Item Quantity Unit
Total No. Item Descrbtion and Unit Price
4 Unclassified Excavation
t-
32 cy'
3324l2-
-m
7 368 SF
4%
_dvc/& ga3.2Q
CY 4%9, - f;t
3.73 93a.75
Case E) including new depressed curb
and sawcut and removal of existing curb,
2EA m AisaLm
AdlloA.4
10 1 LS
Dollars (Lump Sum)
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8 dl,lOO.~~ & /(M 00
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Approximate Item Quantity Unit
No. Item DescriDtion and Unit Price Total -
11 1 LS
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12 Traffic Signal System Retrofit at
Grand Ave. and State Street,
1 LS LS 47'3W.Ot:
13 Traffic Signal System at Grand Avenue
and Roosevelt Street, complete per
1 LS
LS 59,a
Dollars (Lump Sum)
Traffic Signal System at Grand Avenue
and Jefferson Street, complete per
15
1 LS
LS ta.m
16 Traffic Signal Interconnect System
along Grand Avenue, complete per
1 LS
.LS -tuu2m
17 Replace Detector Loops in Grand Avenue
on the west side of Carlsbad Boulevard
1 LS
LS w Dollars (Lump Sum)
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Total amount of bid in words: oh- &~+&'d E LC& Sir "ii.4 & L u-@q,,- a
Wkount of bid in numbers: $ / gb,f 9 94 qs"*
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Price(s) given above are firm for 90 days after date of bid opening.
Addendum(a) No(s). -6-
proposal.
The Undersigned has checked carefully all of the above figures and understands that th
City will not be responsible for any error or omissions of the part of the Undersigned i
making up this bid.
The Undersigned agrees that in case of default in executing the required Contract wit
necessary bonds and insurance policies within twenty (20) days from the date of award c
Contract by the Carlsbad Housing and Redevelopment Commission, the proceeds of th
check or bond accompanying this bid shall become the property of the City of Carlsbad
The Undersigned bidder declares, under penalty of perjury, that they are licensed to d
business or act in the capacity of a contractor within the State of California and that the
are validly licensed de license number I classification C -
which expires on $& fsZ- . This statemZ??ze Zd coiect and has the IegalkOffec
of an affidavit.
A bid submitted to the City by a Contractor who is not licensed as a contractor pursuai
to the Business and Professions Code shall be considered nonresponsive and shall I
rejected by the City. 9 7028.15(e). In all contracts where federal funds are involved, E
bid submitted shall be invalidated by the failure of the bidder to be licensed in accordanc
with California law. However, at the time the contract is awarded, the contractor shall 1
properly licensed. Public Contract Code !j 20104.
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hashave been received and is/are included in thi
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1 u The Undersigned bidder hereby represents as follows:
1. That no Commission member, officer agent, or employee of the City of Carlsbad i
personally interested, directly or indirectly, in this Contract, or the compensation tc
be paid hereunder; that no representation, oral or in writing, of the Commission
its officers, agents, or employees has inducted Wher to enter into this Contract
excepting only those contained in this form of Contract and the papers made a par
hereof by its terms; and
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2. That this bid is made without connection with any person, f'irm, or corporatioi
making a bid for the same work, and is in all respects fair and without collusion o
fraud.
Accompanying this proposal is &ob
(Cash, Certified Check, Bond or Cashieis Check)
for ten percent (10%) of the amount bid.
The Undersigned is aware of the provisions of Section 3700 of the Labor Code whicl
requires every employer to be insured against liability for workers' compensation or tc
undertake self-insurance in accordance with the provisions of that code, and agrees tc
comply with such provisions before commencing the performance of the work of thi Contract and continue to comply until the contract is complete. C
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The Undersigned is aware of the provisions of the Labor Code, Part 7, Chapter 1, Articlc
2, relative to the general prevailing rate of wages for each craft or type of worker needec
to execute the Contract and agrees to comply with its provisions.
IF A SOLE OWNER OR SOLE CONTRACTOR SIGN HERE:
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(3) Place of Business
City and State
IF A PARTNERSHIP, SIGN HERE: I (1) Name under which business is conducted
haracter of partner) (Note: Signature b
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(3) Place of Business I (Street and Number)
City and State
Zip Code Telephone No.
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P?h!L.L79 L. s';"//linje/ /&
Teke5d E& was
the undersigned Notary Public, personally appeared
donally known to me
0 proved to me on the basis of satisfactory evidence
to be t L
named, and acknowledged to me that the corporation executed it
erson(s) who executed the within instrument as
or on behalf of the corporation ther
Number of Pages Date of Document
Named Above __
7120019
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1 IF A CORPORATION. SIGN HERE:
(1) Name under which business is conducted &f5 €/a- c/ ?
(2) CL L €/a I
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Signature 7-k
Title
Impress Corporate Seal hen
I (3) Incorporated under the laws of the State of
Place of Business 1 (Street and Number)
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(la) //4/t 3?-udcJ dRcuc.5
City and State @ fMLl;k,
(5) Zip Code q?dw Teleihone No. 4#7-'7~4&9 !
NOT- ACKNOWLEDGEMENT OF EXECUTION BY ALL SIGNATORIES MUST BE
AITACHED
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List below names of president, vice president, secretary and assistant secretary, if' a
corporation; if a partnership, list names of all general partners, and managing partners:
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I BIDDER'S BOND TO ACCOMPANY PROPOSAL
KNOW ALL PERSONS BY THESE PRESENTS:
That we, LEKOS ELECTRIC, 1%.
as Surety are held and firmly bound unto the City of Carlsbad, California, in an amount ai
follows: (must be at least ten percent (10%) of the bid amount)
for which payment, well and truly made, we bind ourselves, our heirs, executors an(
administrators, successors or assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THE FOREGOING OBLIGATION IS SUCH that if the proposal of thc
above-bounden Principal for:
, as Principal, and MCA INSURANCE COMPANY
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TEN PERCENT OF TJE AMOUNT OF THE ACCOMPANYING BID ($IO% OF BID)-------------- R '
GRAND AVENUE TRAFmC SIGNALS
CONTRACX NO. 3273,3277,3278, 3283
in the City of Carlsbad, is accepted by the City Council, and if the Principal shall duly ente:
into and execute a Contract including required bonds and insurance policies within ter
(10) days from the date of award of Contract by the City Council of the City of Carlisbad
being duly notified of said award, then this obligation shall become null and void
otherwise, it shall be and remain in full force and effect, and the amount specified hereh
shall be forfeited to the said City.
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(BID DATE: 9-24-91)
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STATE OF CALIFORNIA 1
) ss.:
CITY AND COUNTY OF SAN DIEGO )
t3n this 17TH day of SEPTEMBER 1991, - before me, the undersigned Notar
n and for the State, personally appeared JEROLD D. HALL a person
? (or proved to me on the basis of satisfactory evidence), to be the person who execut
ritten instrument as Attorney-in-Fact on behalf of the corporation therein named and
acknowledged to me that the corporation executed it.
SEPTEMBER A.1). , 1 Given under my hand and Notarial Seal this 17TH day of (7 u$ *>&&$!&/ it J-qy i/ f /''Eel;)( My commission expires Notary Public
. . % ~ .. **-*
the undersigned Notary Public, personally appeared
thin instrument as
or on behalf of the corporation there
ATTENTION NOTARY: Although the information requested below is OPTIONAL it could prevent fraudulent attachment of this certificate to another docurner r-
Title or Type of Document bin", /i]&d(y)7~j?I/ THIS CERTIFICATE '+ MUST BE ATTACHED Number of Pages Date of Document $ TO THE DOCUMENT
DESCRIBED AT RIGHT Signer(s) Other Than Named Above
-A&EEEE nz+Ez?e-- a r^ LL- 7120019 NATIONAL NOTARY ASSOCIAION * 8236 Remmet Ave - PO Box 7184 - Canc
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In the event Principal executed this bond as an individual, it is agreed that the death c
Principal shall not exonerate the Surety from its obligations under this bond.
Executed by PRINCIPAL this day of Executed by SURETY this 17m day of s SEPTEMBER , 1991. SEPTJ3MBER , 1991.
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PRINCIPAL: SURETY:
=OS ELECTRIC. IMC. MCA INSURANCE COPZANY - (Name of Principal) (Name of Surety)
Y --. By:
si@ature of Attorney-in-Fact
BQL L €*A2d
(sign here)
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-7-?G%4&&5 /I.;&& JEROLD ,b . WL, ATTORNEY-IN-FACT 8. (print name here) printed name of Attorney-in-Fact
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(attach corporate resolution sh0wi.q
current power of attorney)
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(title and organization of signatory) a. 2
(sign here) ; I'
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(print name here)
(title and organidhion of signatory)
(Proper notariai acknowledge of execution by PRINCIPAL and SURETY must be attached.)
(President or vice-president and secretary or assistant secretary must sign for corporations. If only onc
officer signs, the corporation must attach a resolution certified by the secretary or assistant secretary unde
corporate seal empowering that officer to bind the corporation.)
APPROVED AS TO FORM:
VINCENT F. BIONDO, JR.
City Attorney
By:
KAREN J. HIRATA
Deputy City Attorney
10/3/90 Rev
MCA Insurance Company
484 Central Avenue Newark, NJ 07107
POWER OF ATI'ORNE'I
No. 04B360 a
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ROBERT ‘I-. DRIVER CO., INC.
Bond Department
(6 1 9) 238- 1828
FAX: (61 9) 699- 1363
1620 FIFTH AVE.. SAN DIEGO, CA 92101
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DESIGNATION OF SUBCONTRA(X0RS
The Contractor certifies he/she has used the sub-bids of the following listed Contracton
in making up his/her bid and that the sub-contractors listed will be used for the work foi
which they bid, subject to the approval of the City Engineer, and in accordance wit1
applicable provisions of the specifications and Section 4100 et seq. of the Public Contract:
Code - "Subletting and Subcontracting Fair Practices Act." No changes may be made ir
these subcontractors except upon the prior approval of the City Engineer of the City o
Carlsbad. The following information is required for each sub-contractor. Additional page:
can be attached if required:
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Items of Complete Address Phone No.
Work Full Companv Name with Zip Code with Area Code
I- 9 &skL w* 9" &&utw:IAL* 7% 5b@
Po. &OK, 3 r3 e R.clJG?, (3L,
C 9wm
I lI ?-o* &g 393 17rLC) q45*3@~
-ihw&LL
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DESIGNATION OF SUBCONTRACTORS (continued)
The bidder is to provide the following information on the subbids of all the liste
subcontractors as part of the sealed bid submission. Additional pages can be attached, !
required.
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Type of State
Contracting Carlsbad Business Amount of Bid
License & No. License No.*
6-8 ww9 Y A?YQ&c:
E32 .q92L 7y - / 7Q
* Licenses are renewable annually. If no valid license, indicate "NONE." Valid license
must be obtained prior to submission of signed Contracts.
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BIDDER’S STATEMFAIT OF FINANCIAL RESPONSIBILITY
Bidder submits herewith a statement of financial responsibility.
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4- PAW FITZGERALD, DUBINA & -
C E R T I F I E D P U B L I C A C C 012l R T A N T S
The Directors and Stockholder
Lekos Electric, he.
El Cajon, California
Independent Accountants’ Report
We have reviewed the accompanying balance sheet of Lekos Elmtric, Inc. as of
March 31, 1991, and the related statements of operations, stockholder’s equity
and cash flows for the year then ended, in accordance with standards established
by the American Institute of Certified Public Accountants. .AB information
included in these financial statements is the representation of the management of
Lekos Electric, Inc.
A review consists principally of inquiries of company personnel and analytical
procedures applied to financial data. It is substantially less in scope th.n an audit
in accordance with generally accepted auditing standards, the objective of which
is the expression of an opinion regarding the financial statements taken as a
whole. Accordingly, we do not express such an opinion.
Based on our review, we are not aware of any material modifications that should
be made to the accompanying financial statements in order for them to be in
conformity with generally accepted accounting principles.
9 April 23, 1991 ~*4Jp4Q%L 0 B
1011 Camlno del RO South, Suite 500 San Diego, CA 92108 (619) 543-1296 0 Fax. 514-1116
T
Balance Sheet
March31,1999
ASSETS
CURRENT ASSETS
Cash $ 38,703
Contract recekdh 234321
billings an unco~leted contracfs 85,155
Other 2,466
3m3945
EQUPMENT Iwa> IMPROVEMENTS, net 193,460
OTHER 6,410
560,815
Costs and esb&d &gs in excess of
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LIABIIsIlEs AND STOCKHOL~R’S EQUITY
CURRENT LIABrnJES
Current portion d Tig-term debt -$ 43J35
Accounts payable and accd expenses 125,114
Billings in excess of costs and estimated
earnings on uncomplekd contracts 60,608
Deferred income tz~es, current 7,700
236,657
DEFERRED IIK-Ctim TAXES, non-current 45m
LONG-TERM DEBT 76,078
SUBORDINATED NOTE PAYABLE
STOCKHOLDER’S EQUITY
Common stock ,663
Retained earnings ,917
14-80
%%&815 - -- -- -
See Accwnfants’ Re epzt and Notes to FM Bgf2 am
4.
Lekos Electric, Inc.
c€mtract revenues tmned $ 2,088,410
cost of contract revenues I3366,P58
G?oss profit 722,252
operatingexpenses 558,786
operatingincome 163,465
Non-aperatkg inccOme (expense)
Interest expense w,nw
Other income 1,378
aw9
141,661
37,m
Net income $ 90Q,661
Net income before income taxes
- Income taxes
See Accountaots~Bw2w Report and Ndes’toFikanc?~$tatemm& ??a&* Two
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BIDDER’S STATEMENT OF TECHNICAL ABILITY AND EXPERIENCE t
The Bidder is required to state what work of a similar character to that included in th
proposed Contract he/she has successfully performed and give references, with telephon
numbers, which will enable the City to judge his/her responsibility, experience and skil
An attachment can be used. I
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NON-COLLUSION AFmDAvrr TO BE EXECUTED
BY BIDDER AND SUBMITIED WITH BID
State of California 1
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dm9 6 k4hS , being first duly sworn, deposes
(Name of Bidder)
and says that he or she is ?&&,-f-
of mb5 2!€W*U, L.
(Title)
(Name of Firm) ' the party making the foregoing bid that the bid is not made in the interest of, or on behal
of, any undisclosed person, partnership, company, association, organization, or corporation
that the bid is genuine and not collusive or sham; that the bidder has not directly o
indirectly induced or solicited any other bidder to put in a false or sham bid, and has no
directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyonc
shall refrain from bidding that the bidder has not-in any manner, directly or indirectly
sought by agreement communication, or conference with anyone to fix the bid price, or o
that of any other bidder, or to fix any overhead, profit, or cost element of advantagc
against the public body awarding the contract of anyone interested in the propose(
contract; that all statements contained in the bid are true; and further, that the bidder ha:
not, directly or indirectly submitted his or her bid price or any breakdown thereof, or thr
contents thereof, or divulged information or data relative thereto, or paid, and will not pay
any fee to any corporation, partnership, company association, organization, bid depository
or to any member or agent thereof to effectuate a collusive or sham bid.
I declare under penalty of perj
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that the oregoing is true and correct and that thi!
CLm
affidavit was executed on the &YOf L
Signature of Bidder
Subscribed and I (NOTARY SEAL)
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CONTRACT - PUBLIC WORKS
This agreement is made this 5dday of k, 1991, by and between the Cit
of Carlsbad, California, a municipal corporation, (hereinafter called "City"), and
Lekos Electric. Inc. whose principal place of business is - 11911 Fuerte Drive, El Cajon, CA 92020 8 (hereinafter called "Contractor".)
City and Contractor agree as follows:
1. Description of Work. Contractor shall perform all work specified in the Contrac
documents for:
GRAND AVENUE TRAFFIC SIGNALS
CONTRACT NOS. 3273,3277,3278,3283
(hereinafter called "project")
Provisions of Labor and Materials. Contractor shall provide all labor, material:
tools, equipment, and personnel to perform the work specified by the Contrac
Documents.
Contract Documents. The Contract Documents consist of this Contract, Notic1
Inviting Bids, Contractor's Proposal, Biddeis Bond, Designation o
Subcontractors, Biddeis Statements of Financial Responsibility and Technica
Ability, Non-collusion Affidavit, Escrow Agreement, Release Form, the Plans an(
Specifications, the Special Provisions, and all proper amendments and change
made thereto in accordance with this Contract or the Plans and Specifications
and all bonds for the project; all of which are incorporated herein by thi
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3.
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Contractor, her/his subcontractors, and materials suppliers shall provide an(
install the work as indicated, specified, and implied by the Contract Documents
Any items of work not indicated or specified, but which are essential to thc
completion of the work, shall be provided at the Contractois expense to fulfil
the intent of said documents. In all instances through the life of the Contract
the City will be the interpreter of the intent of the Contract Documents, and thc
City's decision relative to said intent will be final and binding. Failure of thc Contractor to apprise subcontractors and materials suppliers of this condition o
the Contract will not relieve responsibility of compliance.
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Payment. For all compensation for Contractois performance of work under thi
Contract, City shall make payment to the Contractor per Section 9-3 of thl
Standard SDecifications for Public Works Construction. The closure date for eacl
monthly invoice will be the 30th of each month. Invoices from the Contract0
shall be submitted according to the required City format to the City's assignec
project manager no later than the 5th day of each month. Payments will bt
delayed if invoices are received after the 5th of each month. The final retenti01
amount shall not be released until the expiration of thirty-five (35) day
following the recording of the Notice of Completion pursuant to California Civi
Code Section 3184.
IndeDendent Investisation. Contractor has made an independent investigation o
the jobsite, the soil conditions at the jobsite, and all other conditions that migh
affect the progress of the work, and is aware of those conditions. The Contrac
price includes payment for all work that may be done by Contractor, whethe:
anticipated or not, in order to overcome underground conditions. An! information that may have been furnished to Contractor by City aboul
underground conditions or other job conditions is for Contractois convenience
only, and City does not warrant that the conditions are as thus indicated,
Contractor is satisfied with all job conditions, including underground conditiom
and has not relied on information furnished by City.
Contractor ResDonsible for Unforeseen Conditions. Contractor shall be
responsible for all loss or damage arising out of the nature of the work or from
the action of the elements or from any unforeseen difficulties which may arise 01
be encountered in the prosecution of the work until its acceptance by the City.
Contractor shall also be responsible for expenses incurred in the suspension ox
discontinuance of the work. However, Contractor shall not be responsible for
reasonable delays in the completion of the work caused by acts of God, stormy
weather, extra work, or matters which the specifications expressly stipulate will
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7. Hazardous Waste or Other Unusual Conditions. If the contract involves digging
trenches or other excavations that extend deeper than four feet below the surface
Contractor shall promptly, and before the following conditions are disturbed,
notify City, in writing, of any:
A. Material that Contractor believes may be material that is hazardous waste,
as defined in Section 251 17 of the Health and Safety Code, that is required
to be removed to a Class I, Class TI, or Class I11 disposal site in accordance with provisions of existing law.
Subsurface or latent physical conditions at the site differing from those
indicated.
B.
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C. Unknown physical conditions at the site of any unusual nature, differen
materially from those ordinarily encountered and generally recognized a
inherent in work of the character provided for in the contract.
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City shall promptly investigate the conditions, and if it finds that the condition,
do materially so differ, or do involve hazardous waste, and cause a decrease o
increase in contractor's costs of, or the the required for, performance of any par
of the work shall issue a change order under the procedures described in thi
contract.
In the event that a dispute arises between City and Contractor whether thc
conditions materially differ, or involve hazardous waste, or cause a decrease o
increase in the contractor's cost of, or time required for, performance of any par
of the work, contractor shall not be excused from any scheduled completion datc
provided for by the contract, but shall proceed with all work to be performec
under the contract. Contractor shall retain any and all rights provided either b!
contract or by law which pertain to the resolution of disputes and protest
between the contracting parties.
Change Orders. City may, without affecting the validity of the Contract, orde.
changes, modifications and extra work by issuance of written change orders
Contractor shall make no change in the work without the issuance of a writter
change order, and Contractor shall not be entitled to compensation for any extr;
work performed unless the City has issued a written change order designating ir
advance the amount of additional compensation to be paid for the work. If i
change order deletes any work, the Contract price shall be reduced by a fair anc
reasonable amount. If the parties are unable to agree on the amount o
reduction, the work shall nevertheless proceed and the amount shall b<
determined by litigation. The only person authorized to order changes or extr:
work is the Project Manager. The written change order must be executed by tht
City Manager or the City Council pursuant to Carlsbad Municipal Code Sectior
3.28.172.
Imminration Reform and Control Act. Contractor certifies he is aware of tht requirements of the Immigration Reform and Control Act of 1986 (8 US(
Sections 1101-1525) and has complied and will comply with these requirements
including, but not limited to, verifying the eligibility for employment of al
agents, employees, subcontractors, and consultants that are included in thi:
Contract.
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Prevailing Wane. Pursuant to the California Labor Code, the director of th
Department of Industrial Relations has determined the general prevailing rate c
per diem wages in accordance with California Labor Code, Section 1773 and
copy of a schedule of said general prevailing wage rates is on file in the office c
the Carlsbad City Clerk, and is incorporated by reference herein. Pursuant t
California Labor Code, Section 1775, Contractor shall pay prevailing wage
Contractor shall post copies of all applicable prevailing wages on the job site.
Indemnification. Contractor shall assume the defense of, pay all expenses c
defense, and indemnify and hold harmless the City, and its officers an
employees, from all claims, loss, damage, injury and liability of every kind, natur
and description, directly or indirectly arising from or in connection with th
perfomance of the Contractor or work; or from any failure or alleged failure c
Contractor to comply with any applicable law, rules or regulations includin
those relating to safety and health; except for loss or damage which was cause1
solely by the active negligence of the City; and from any and all claims, loa
damages, injury and liability, howsoever the same may be caused, resultin
directly or indirectly from the nature of the work covered by the Contract, unles
the loss or damage was caused solely by the active negligence of the City. Th
expenses of defense include all costs and expenses including attorneys fees fa
litigation, arbitration, or other dispute resolution method.
Insurance. Contractor shall procure and maintain for the duration of the contrac
insurance against claims for injuries to persons or damage to property which ma!
arise from or h connection with the performance of the work hereunder by thc
Contractor, his agents, representatives, employees or subcontractors.
(A) COVERAGES AND LIMITS - Contractor shall maintain the types o
coverages and minimum limits indicted herein:
1. Comprehensive General Liability Insurance:
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11.
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$1,000,000 combined single limit per occurrence for bodily injq
and property damage. If the policy has an aggregate limit, i
separate aggregate in the amounts specified shall be established fo
the risks for which the City or its agents, officers or employees arc
additional insureds.
2. Automobile Liability Insurance:
$1,000,000 combined single limit per accident for bodily injury anc I property damage.
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I. 2 t 3. Workers' ComDensation and Emplovers' Liability Insurance:
Workers' compensation limits as required by the Labor Code of th
State of California and Employers' Liability limits of $1,000,000 pt
incident.
(B) ADDITIONAL PROVISIONS - Contractor shall ensure that the policies ( insurance 'required under this agreement contain, or are endorsed t
contain, the following provisions. General Liability and Automobil
Liability Coverages:
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The City, its officials' employees and volunteers are to be covere
as additional insureds as respects: liability arising out of activitic
performed by or on behalf of the Contractor; products an
completed operations of the contractor; premises owned, leasec
hired or borrowed by the contractor. The coverage shall contai
no special limitations on the scope of protection afforded to th
City, its officials' employees or volunteers.
The Contractor's insurance coverage shall be primary insurance a
respects the City' its officials, employees and volunteers. An
insurance or self-insurance maintained by the City, its official:
employees or volunteers shall be in excess of the contractoi
insurance and shall not contribute with it.
Any failure to comply with reporting provisions of the policies sha
not affect coverage provided to the City, its officials, employees o
volunteers.
Coverage shall state that the contractor's insurance shall appl
separately to each insured against whom claim is made or suit i
brought, except with respect to the limits of the insurer's liabiliQ
(C) "CLAIMS MADE" POLICIES - If the insurance is provided on a "claims made basis, coverage shall be maintained for a'period of three years following th
date of completion of the work.
(D) NOTICE OF CANCELLATION - Each insurance policy required by thi
agreement shall be endorsed to state that coverage shall not be suspended
voided, canceled, or reduced in coverage or limits except after thirty (30
days' prior written notice has been given to the City by certified mail
return receipt requested.
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(E) DEDUCTIBLES AND SELF-INSURED RETENTION (SLR.) LEVELS - An
deductibles or self-insured retention levels must be declared to an
approved by the City. At the option of the City, either: the insurer sha
reduce or eliminate such deductibles or self-insured retention levels a
respects the City, its officials and employees; or the contractor shall procur
a bond guaranteeing payment of losses and related investigation, clah
administration and defense expenses.
WAIVER OF SUBROGATION - All policies of insurance required under thi
agreement shall contain a waiver of all rights of subrogation the insure
may have or may acquire against the City or any of its officials c
employees.
(G) SUBCONTRACTORS - Contractor shall include all subcontractors as insured under its policies or shall furnish separate certificates and endorsements fc
each subcontractor. Coverages for subcontractors shall be subject to all c
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(F)
I the requirements stated herein.
(H) ACCEPTABILITY OF INSURERS - Insurance is to be placed with insurer
that have a rating in Best's Key Rating Guide of at least A:V, as specified b
City Council Resolution No. 90-96.
VERIFICATION OF COVERAGE - Contractor shall furnish the City wit;
certificates of insurance and original endorsements affecting coverag
required by this clause. The certificates and endorsements for eacl
insurance policy are to be signed by a person authorized by that insurer tc
bind coverage on its behalf. The certificates and endorsements are to be i
forms approved by the City and are to be received and approved by the Cit
before work commences.
COST OF INSURANCE - The Cost of all insurance required under thi
agreement shall be included in the Contractor's bid.
(I)
(J)
13. Claims and Lawsuits. Contractor shall comply with the Government Tort Claim
Act (Section 900 et seq of the California Government Code) for any claim o
cause of action for money or damages prior to filing any lawsuit for breach o 1 this agreement.
14. Maintenance of Records. Contractor shall maintain and make available at no cos
to the City, upon request, records in accordance with Sections 1776 and 1812 o
Part 7, Chapter 1, Article 2, of the Labor Code. If the Contractor does no
maintain the records at Contractor's principal place of business as specifiec
above, Contractor shall so inform the City by certified letter accompanying thc
return of this Contract. Contractor shall notify the City by certified mail of an;
change of address of such records.
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Labor Code Provisions. The provisions of Part 7, Chapter 1, commencing witl
Section 1720 of the Labor Code are incorporated herein by reference.
Security. Securities in the form of cash, cashieJs check, or certified check mal
be substituted for any monies withheld by the City to secure performance of thii
contract for any obligation established by this contract. Any other security tha
is mutually agreed to by the Contractor and the City may be substituted fo
monies withheld to ensure performance under this Contract.
Affirmative Action. Contractor certifies that in prefodg under the purchasc
order awarded by the City of Carlsbad, he will comply with the County of Sa
Diego Affirmative Action Program adopted by the Board of Supervisors, includinj
all current amendments.
Provisions Readred bv Law Deemed Inserted. Each and every provkion of lav
and clause required by law to be inserted in this Contract shall be deemed to be
inserted herein and included herein, and if, through mistake or otherwise, ani
such provision is not inserted, or is not correctly inserted, then upon applicatior
of either party, the Contract shall forthwith be physically amended to make sucl
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18.
I insertion or correction. b D.aD
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in the "General Provisions" or "Special Provisions" attached hereto and made
part hereof. I
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NOTARIAL ACKNOWLEDGEMENT OF - EXECUTION BY ALL SIGNATORIES
MUST BE AITACJ333
(CORPORATE SEAL)
+&SF? €5 &s
kKGS
Print Name of Signatory
&q//,- __IC
APPROVED TO AS TO FORM:
Title
City Attorney 1' By:
ATTEST:
Deputy city Attorney /*/3#/9/
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CORPORATE ACKNOWLEDGMENT w&:~~-~~~/s.z+/~~ VI 4
the undersigned Notary Public, personally appeared
0 proved to me on the basis of satisfactory evidence
to be the person(s) who executed the within instrument as
named, and acknowledged to me that the corporation executed it
or on behalf of the corporation ther
ATTENTION NOTARY Although the information requested below IS OPTIONAL it could prevent fraudulent attachment of this certlflcate to another documer
Title or Type of Document THIS CERTIFICATE
MUST BE ATLACHED Number of Pages __ Date of Document TO THE DOCUMENT
DESCRIBED AT RIGHT
NATlONAL NOTARY ASSOCIATION * 8236 Remmet Ave - P 0 Box 7184 * Cano 7120 019
.VV"L YlllL,
ROBERT F. DRIVER CO.. INC.
1620 5TH AVENUE
SAN DIEGO, CA 92101-2703
Lekos Electric. Inc.
11911 Fuerte Drive
CA 92020-8315
MERCIAL GENERAL LIABILITY
ER'S & CONTRACTOR'S PRO1
ALL OWNED AUTOS
SCHEDULEDAUTOS
HIRED AUTOS
NON-OWNED AUTOS
GARAGE LIABILITY
OCCURRENC
RE: Grand Avenue Traffic Signal and Sidewalk Improvement
Contract Amount: $186.984.92
EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL €?4?3S=
MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAME:
LEFT, ~~~flff%TeffFA~~~~~~ۤ~~~~~~:
City of Carlsbad
:arlsbad, CA 92008-1989 F1ABffff~~FA~~E~~~~,~~~~~€~
-0
YFHlCLE SCHEDULE as of 10/?9/91 0
VEHICLE - ID# COMP. DED. COLl
1. 1982 Chevy S10 Pickup 5684 $250. $500.
2. 1990 Chevrolet 3/4 T P/U 9753 $250. $500.
3. 1985 Intl Flatbed Dump 4109 $250. $500.
4. 1977 Chevy Pickup 0545 $250. $500.
5. 1985 Ford F350 Pickup 9379 $250 $500.
6. 1990 Ford F450 Truck 5705 $250. $500.
7. 1975 Intl Bucket Truck 7226 $250. $500.
8. 1989 Ford F450 Truck 7844 $250. $500.
9. Econoline Trailer 0168 $250 $500.
10 Wire Trailer 5545 $250. $500.
11. 1991 Ford F250 Pickup 9744 $250. $500.
12. 1986 Mercedes 190E 8110 $250. $500.
13. 1986 BMW 325i 1033 $250. $500.
14. 1979 Int'l Dump Truck 5553 $250. $500.
15. 1989 Chevy 3/4T P/U 5308 $250. $500.
16. 1987 Ford F250 P/U 6688 $250. $500.
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ADDITIONAL INSURED - OWN ERS. LESSEES OR CONTRACTORS IFORM B)
Insured: LEKOS ELECTRIC, INC.
Policy number: CCP13 7282
Insurance Company: GOLDEN EAGLE INSURANCE
Effective: 3/16/91 Expiration: 3/16/92
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
Name of Person or Organization: City of Carlsbad 1200 Carlsbad Village Drive Carlsbad, CA 92008-1989
Job: Grand Avenue Traffic Signal and Sidewalk Improvement Contract Amount: $186,984.92
(If no entry appears above, information required to complete this endorsement will be shown in Declarations as applicable to this endorsement.)
WHO IS AN INSURED (Section 11) is amended to include as an insured the person or organization shown in the Schedule, but only with respect to liability arising out of "your work" for that insured by or for you.
C62010 11 85 Copyright, Insurance Services Offices, Inc. 1984
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GOLDEN EAGLE INSURANCE COMPANY e
THIS ENDORSEMENT CHANGES YOUR POLICY. PLEASE READ IT.
ENDORSEMENT NO. (IF ISSUED AFTER THE EFFECTIVE DATE):
EFFECTIVE DATE : 10/18/91
POLICY NUMBER: CCPl372 82
ISSUED TO: Lekos Electric, Inc.
THIS ENDORSEMENT MODIFIES THE FOLLOWING POLICY COVERAGE FORMS:
COMMERCIAL GENERAL LIABILITY COVERAGE FORM
PRODUCTS/COMPLETED OPERATIONS LIABILITY COVERAGE FORM
PRIMARY INSURANCE ENDORSEMENT
THE INSURANCE PROVIDED BY THIS POLICY FOR THE BENEFIT OF
Lekos Electric, Inc., 11911 Fuerte Drive, El Cajon, CA 92020-1
(NAMED INSURED) AND City of Carlsbad, 1200 Car-ive. Carl- CIA 93008 - 1989 a
(ADDITIONAL NAMED INSURED) SHALL BE PRIMARY INSURANCE AS RESPECTS ANY CLAIM, LOSS OR LIABILIT' ARISING OUT OF THE NAMED INSURED'S OPERATIONS, OR BY ITS
SUBCONTRACTORS FOR WHICH Lekos E1ectricr Inc-
(NAMED INSURED)
IS FOUND TO BE LIABLE AND WHICH LIABILITY APPLIES TO THE SPECIAL
CONTRACT UNDER WHICH Lekos Electric, Inc.
(NAMED INSURED)
HAS AGREED TO PERFORM SPECIFIC OPERATIONS. ANY OTHER INSURANCE
MAINTAINED BY City of Carlsbad
(ADDITIONAL NAMED INSURED) SHALL BE EXCESS AND NON-CONTRIBUTORY WITH THE INSURANCE PROVIDED BY THIS POLICY.
@ GE CG 827 (02-89) GE
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OPTIONAL
ESCROW AGREEMENT FOR SURETY
DEPOSITS IN LIEU OF RETENTION
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This Escrow Agreement is made and entered into by and between the City of Carlsbac
whose address is 1200 Carlsbad Village Drive, Carlsbad, California, 92008, hereinafte called Y~Q+' and whosc
address is
hereinafter called "Contractor" and
whose address is
hereinafter called "Escrow Agent."
For the consideration hereinafter set forth, the City, Contractor and Escrow Agent agre
as follows:
1. Pursuant to Section 22300 of the Public Contract Code, Contractor has the optio
to deposit securities with Escrow Agent as a substitute for retention earning
required to be withheld by City pursuant to the public works contract entere
into between the City and Contractor for in th
amount of
(hereinafter referred to as the "Contract"). A copy of said contract is attached i
Exhibit "A". When Contractor deposits the securities as a substitute for Contrac
earnings, the Escrow Agent shall notify the City within ten (10) days of th
deposit. The market value of the securities at the time of the substitution sha
be at least equal to the cash amount then required to be withheld as retentio
under the terms of the Contract between the City and Contractor. Securities sha
be held in the name of City of Carlsbad and shall designate the Contractor as 12
beneficial owner. Prior to any disbursements, Escrow Agent shall verify that tl
present cumulative market value of all securities substituted is at least equal t
the cash amount of all cumulative retention under the terms of the Contract.
The City shall make progress payments to the Contractor for such funds whic
otherwise would be withheld from progress payments pursuant to the Contra
provisions, provided that the Escrow Agent holds securities in the form I
amount specified above.
Alternatively, the City may make payments directly to Escrow Agent in tl
amount of retention for the benefit of the City until such time as the escrc
dated
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3. I created hereunder is terminated.
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Contractor shall be responsible for paying all fees for the expenses incurred bi
Escrow Agent in administering the escrow account. These expenses any paymen
terms shall be determined by the Contractor and Escrow Agent.
The interest earned on the securities or the money market accounts held i~
escrow and all interest earned on that interest shall be for the sole account o
Contractor and shall be subject to withdrawal by Contractor at any time and fron
time to time without notice to the City.
Contractor shall have the right to withdraw all or any part of the principal in thl
Escrow Account only by written notice to Escrow Agent accompanied by writtei
authorization from City to the Escrow Agent that City consents to the Withdrawa
of the amount sought to be withdrawn by Contractor.
The City shall have a right to draw upon the securities in the event of default b
the Contractor. Upon seven (7) days written notice to the Escrow Agent fror
the City of the default of the Contractor, the Escrow Agent shall immediate1
convert the securities to cash and shall distribute the cash as instructed by th
City.
Upon receipt of written notification from the City certifying that the Contractc
has complied with all requirements and procedures applicable to the Contrac
Escrow Agent shall release to Contractor all securities and interest on deposit le:
escrow fees and charges of the Escrow Account. The escrow shall be close
immediately upon disbursement of all monies and securities on deposit an
payments of fees and charges.
Escrow Agent shall rely on the written notifications from the City and tl
Contractor pursuant to Sections 6 through 8 and 10, inclusive, of this agreemer
and the City and Contractor shall hold Escrow Agent harmless from Escro7
Agent's release and disbursement of the securities and interest as set forth j
Sections 6 through 8 and 10.
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The names of the persons who are authorized to give written notices or tc
receive written notice on behalf of the City and on behalf of Contractor i~
connection with the foregoing, and exemplars of their respective signatures art
as follows:
For City: Title
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Name 1 Signature
Address
For Contractor: Title I Name
Signature
Address
For Escrow Agent: Title
Name
Signature
Address
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At the time the Escrow Account is opened, the City and Contractor shall deliver to thc
Escrow Agent a fully executed counterpart of this Agreement.
IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officer
on the date first set forth above.
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Signature
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For Contractor: Title
Name 1 Signature
Address
Title For Escrow Agent: b Name 1 Signature
Address 1
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1 RELEASE FORM
THIS FORM SHALL BE SUBMITI'ED WITH ALL PROGRESS PAYMENTS
NAME OF CONTRACTOR
PROJECT DESCRIPTION:
PERIOD WORK PERFORMED:
The above-named Contractor hereby acknowledges payment in full for all compensatio
of whatever nature due the Contractor for all labor and materials furnished and for a
work performed on the above-referenced project for the period specified above with th
exception of contract retention amounts and disputed claims specifically shown below.
RETENTION AMOUNT FOR THIS PERIOD: $ 1 DISPUTED CLAIMS
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DESCRIPTION OF CLAIM AMOUNT CLAIMED
The Contractor further expressly waives and releases any claim the Contractor may havc
of whatever type or nature, for the period specified which is not shown as a retentio
amount of a disputed claim on this form. This release and waiver has been mad
voluntarily by Contractor without any fraud, duress or undue influence by any person c
entity.
Contractor further certifies, warrants, and represents that all bills for labor, materials, an
work due Subcontractors for the specified period have been paid in full and that the partic
signing below on behalf of Contractor have express authority to execute this release.
DATED:
PRINT NAME OF CONTRACTOR
DESCRIBE ENTITY (Partnership, 1 Corporation, etc.)
By: By:
Title: Title:
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SECTION B
SPECIAL PROVISIONS
I. SUPPLEMENTAL PROVISIONS TO
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSIRUCI'ION
GENERAL PROVISIONS
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SECTION B
SPECIAL PROVISIONS
I. SUPPLEMENTARY GENERAL PROVISIONS
TO SI'ANDARD SPEClFICATIONS FOR PUBLIC WORKS CONSTRUCXON
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To Section 1-1, add:
A. Reference to Drawings:
Where words vcshown,tt "indicated," "detailed," "noted," "scheduled," or words of simili
import are used, it shall be understood that reference is made to the plans accompanyin
these provisions, unless stated otherwise.
B. Directions:
Where words "directed," "designated," "selected," or words of similar import are used,
shall be understood that the direction, designation or selection of the Engineer is intendec
unless stated otherwise. The word "required" and words of similar import shall b
understood to mean "as required to properly complete the work as required and i
approved by the City Engineer," unless stated otherwise.
C. Equals and Approvals:
Where the words "equal," "approved equal," "equivalent," and such words of similar imp01
are used, it shall be understood such words are followed by the expression "in the opinio
of the Engineer," unless otherwise stated. Where the words "approved," "approval
"acceptance," or words of similar import are used, it shall be understood that the approva
of the Engineer is the meaning intended.
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The word "perform" shall be understood to mean that the Contractor, at her/his expensc
shall perform all operations, labor, tools and equipment, and further, including tE
furnishing and installing of materials that are indicated, specified or required to mean thi
the Contractor, at her/his expense, shall furnish and install the work, complete in place an
ready to use, including furnishing of necessary labor, materials, tools, equipment, an
transportation.
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1-2 DEFINITIONS
Mom Section 1-2 as follows:
Agency - the City of Carlsbad
Engineer - the City Engineer for the City of Carlsbad or his approved representative
Project Manager - the City Engineer for the City of Carlsbad or his approved representativt
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SECTION 2 - SCOPE AND CONTROL OF THE WORK
To Section 24, Contract Bonds, Modify the third paragraph as follows:
The Contractor shall provide two (2) good and sufficient surety bonds -- one fo
performance and one for payment. The "payment" or "labor and materials" bond shall bc
for not less than 50% of the contract price to satisfy claims of material suppliers an(
laborers on the project.
2-5 PLANS AND SPECIFICATIONS b TO Section 2-5.1, General, add:
The work shall be performed in accordance to the following documents:
1. Standard Specifications for Public Works Construction 1991 Edition, Supplement
and Amendments.
San Diego Area Regional Standard Drawings current edition.
City of Carlsbad Supplemental Standard Drawings as shown in the City a
Carlsbad's Standard Design Criteria approved 6/19/87.
California Department of Transportation Standard Plans and Specification
Section 86, Signals, Lighting, and Electric Systems, 1988 Edition.
Construction plans consisting of 5 sheets designated as City of Carlsbad Drawin
2.
3.
4.
5.
NO. 291-2C.
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State of California Department of Transportation Traffic Manual, and Manual o r 6. Traffic Controls for Construction and Maintenance Work Zones.
These project specifications supplied herein. 7.
To Section 2-5.2, Precedence of Contract Documents, Replace with:
If there is a conflict between different portions of the Contract Documents, then thl
instruction that is the more detailed, specific, or applicable to the work shall apply. If thi
test does not resolve the conflict, then the following precedence order shall apply:
1. Change Orders and all revisions to the work issued by the City.
2. Blm
3. Specifica tiom
4. Standard reference plans
5. Standard reference specifications
To Section 2-5.3, Shop Drawings, add:
The Contractor shall schedule construction activities in such a way to allow the City
period of up the thirty (20) days in which to review the first comdete submittal of th
shop drawings. If the City requires the Contractor to resubmit corrections to the initii
complete set of shop drawings, the City may take an additional fifteen (10) days in whic:
PO review them. The Contractor shall receive no extension to the contract completion dat
if the City completes its review of the shop drawings and returns them to the Contract0
within the proscribed thirty (20) or fifteen (10) day review periods.
To Section 2-5.4, Manufacturers' Submittals, add new section:
The Contractor shall submit four (4) copies of the product brochures and catalogue sheet
for all manufactured items. The manufacturer's product information shall be sufficient1
detailed as to allow the City to detennine its suitability for the intended application an
equivalence to the make and model specified in the Contract Documents. The Enginee
shall in all cases be the judge of whether the submitted item is functionally an
aesthetically equal to the specified item.
For bulk materials, the Contractor shall provide the location of the supply site and te:
reports to demonstrate the material's conformance to SSPWC requirements. The source c
supply of any bulk material shall be approved by the Engineer prior to delivery to th
jobsite. If, during the course of construction, the Engineer determines that the source c
supply does not furnish material of uniformly acceptable quality, the Contractor sha
supply material from an alternative approved source.
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To Section 2-5, add:
2-5.5 Record Drawings:
The Contractor shall provide and keep up-to-date a complete "as-built" record set, whic
shall be corrected daily and show every change from the original drawings an
specifications and the exact "as-built" locations, sizes and kinds of equipment, all otht
work not visible at surface grade. Prints for this purpose may be obtained from the Ciy
This set of drawings shall be kept on the job to be used as a recorded set and shd E
delivered to the Engineer upon completion of the work.
To Subsection 2-6, Work to Be Done, add:
The work to be done shall consist of furnishing all labor, equipment and materials, ar
performing all operations necessary to complete the project work as shown on the projel plans and as specified in the specifications. The Contractor shall perform all WOI
indicated on the plans. Payment shall be by the schedule of unit and lump sum bid pricc
only; even if an item of work on the plans does not have a matching pay item.
To Section 2-6, Existing Conditions, add:
Bidders shall be expected to visit the site prior to submitting a bid, and the action (
submitting such bid shall be accepted as an indication that the site has been visited ar
that the bidder is aware of the existing conditions and site constraints. The bid shall refle
the cost for performing all work shown in the plans and specifications.
4-1 MATERIAIS AND WORKMANSHIP
To Section 4-1.4, Test of Materials, add:
The Contractor shall deliver material samples to the inspector, and shall notify tl
Inspector at least 48 hours in advance of any required field tests. The City shall schedu
and obtain field and laboratory tests as it requires. These tests include, but are not limitc to, soil, aggregate base, and asphalt field compaction tests. The City shall pay for i
conforming tests. The Contractor shall reimburse the City for the cost of repeated tes
that fail to meet the quality or performance standard specified by the contract documenr
To Section 4-2, Project Warranty, add:
The Contractor shall warrant all work against defects in materials and workmanship f
a period of one (1) year after project acceptance by the City. This warranty shall be
addition to any concurrent warranties required from manufacturers or subcontractor.
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To Section 4-1.3.1, Inspection Requirements, General, add:
All work shall be under the observation of the Engineer or his appointed representative
The Engineer shall have free access to any or all parts of work at any the. Contract0
shall furnish Engineer with such information as may be necessary to keep herb full
informed regarding progress and manner of work and character of materials. Inspectio
of work shall not relieve Contractor from any obligation to fulfill this Contract.
Mom Section 4-1.4, Test of Materials, as follows:
Except as specified in these Special Provisions, the Agency will bear the cost of testin
materials and/or workmanship where the results of such tests meet or exceed th
requirements indicated in the Standard Specifications and the Special Provisions. The cos
of all other tests shall be borne by the Contractors.
At the option of the Engineer, the source of supply of each of he materials shall b
approved by him before the delivery is started. All materials proposed for use may b
inspected or tested at any time during their preparation and use. If, after trial, it is foun
that sources of supply which have been approved do not furnish a uniform product, or
the product from any source proves unacceptable at any time, the Contractor shall furnis
approved material from other approved sources. After improper storage, handling or an
other reason shall be rejected.
All backfill and subgrade shall be compacted in accordance with the notes on the plans an
the SSPWC. Compaction tests may be made by the City and all costs for tests that me€
or exceed the requirements of the specifications shall be borne by the City.
Said tests may be made at any place along the work as deemed necessary by the Enginee:
The costs of any retests made necessary by noncompliance with the specifications shall b
borne by the Contractor.
Add the following section:
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The contractor shall remove and replace any work not conforming to the plans c
specifications upon written order by the Engineer. Any cost caused by reason of th
nonconforming work shall be borne by the Contractor.
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Utilities for the purpose of these specifications shall be considered as including, but nc
limited to, pipe line, conduits, transmission lines, and appurtenances of "Public Utilitie5
(as defined in the Public Utilities Act of the State of California) or individually solely fc
their own use or for use of their tenants, and storm drains, sanitary sewer, an
streetlighting. The City of Carlsbad and affected utility companies have, by a search c
known records, endeavored to locate and indicate on the plans all utilities which exk
within the limits of the work. However, the accuracy or completeness of the utilitie
indicated on the plans is not guaranteed. Service connections to adjacent property may c
may not be shown on the plans. It shall be the responsibility of the Contractor t
determine the exact location and elevation of all utilities and their service connection:
The Contractor shall make hisher own investigation as to the location, type, kind c
material, age and condition of existing utilities and their appurtenances and servic
connections which may be affected by the contract work, and in addition he/she sha
notify the City as to any utility, appurtenances, and service connections located which hav
been incorrectly shown on or omitted from the plans.
The Contractor shall notify the owners of all utilities at least 48 hours in advance c
excavating around any of the structures. At the completion of the contract work, th
Contractor shall leave all utilities and appurtenances in a condition satisfactory to th
owners and the City. In the event of damage to any utility, the Contractor shall notify th
owner of the utility immediately. It is the responsibility of the Contractor to compensaf
for utility damages.
The temporary or permanent relocation or alternation of utilities, including servic
connections, desired by the Contractor for his/her own convenience shall be th
Contractois own responsibility, and he/she shall make all arrangements regarding SUC
work at no cost to the City. If delays occur due to utilities relocations which were nt
shown on the plans, it will be solely the City's option to extend the completion date.
In order to minimize delays to the Contractor caused by the failure of other parties t
. relocate utilities which interfere with the construction, the Contractor, upon request to tE
City, may be permitted to temporarily omit the portion of work affected by the utility. TE
portion thus omitted shall be constructed by the Contractor immediately following tE
relocation of the utility involved unless otherwise directed by the City.
AU costs involved in locating, protecting and supporting of all utility lines shall be include
in the price bid for various items of work and no additional payment will be made. A
fees, work orders and charges associated with work and inspection to be done by the utili1
companies will be paid by the City of Carlsbad.
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It is the Contractor's responsibility to coordinate and provide for the disconnection of a
utility service lines and to investigate and verify that those lines have been proper1
disconnected when necessary for the project construction. The Contractor is advised ths
all necessary coordination required by the serving utility shall be included within th
appropriate items of bid and no additional compensation will be allowed therefore.
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6-1 CONSTRUCI'ION SCHEDULE
Mom this section as follows:
A construction schedule is to be submitted by the Contractor at the time of tk
preconstruction conference. No changes shall be made to the construction schedul
without the prior written approval of the Engineer. Any progress payments made after tk
scheduled completion date shall not constitute a waiver of this paragraph or any damage
It is the responsibility of the Contractor to know the time required for varioi
manufacturers to deliver their respective products or materials. The Contractor shall ordr
products and materials sufficiently ahead of time so that they will be on site by tl
scheduled installation date. The Contractor will not be allowed extensions on the projec
schedule due to delays caused by hisher failure to order products or materials in a time1
manner.
A construction schedule is to be submitted by the Contractor per the following;
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1. The prime contractor is required to prepare in advance and submit at tl-
time of the project preconstruction meeting a detailed schedule using tl-
critical path method (CPM) or in an alternative Gantt or bar chart forma
This schedule is subject to the review and approval of the City.
The schedule shall show a complete sequence of construction activitie
identifying work for the complete project in addition to work requirir
separate stages, as well as any other logically grouped activities. TI
schedule shall indicate the start, finish, any major construction milestone
materials and equipment manufacture and delivery, float dates, ar
duration.
The prime contractor shall revise and resubmit for approval the schedule i
required by City when progress is not in compliance with the origin
schedule. The prime contractor shall submit revised project schedules wil
each and every application for monthly progress payment identifyir
changes since the previous version of the schedule.
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item of work at each and every submission.
The failure of the prime contractor to submit, maintain, or revise tl
aforementioned schedule(s) shall enable City, at its sole election, I
withhold up to 10% of the monthly progress payment otherwise due ar
payable to the Contractor until the schedule has been submitted by tE
prime contractor and approved by City as to completeness and confomanc
with the aforementioned provisions.
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6-7 TIME OF COMPLETION
The Contractor shall begin work and order all material required on the project witlhin sevt (7) calendar days after receipt of the "Notice to Proceed'* The Contractor shall nc
excavate or trench for the traffic simal systems until he Droves that all required equipmer
includinn poles and mast arms are available for his immediate use at the iobsite. TI
Contractor shall diligently prosecute the work to completion within eighty (80) consecuti7
working days after 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 the hours of 7:00 a.m. ar
sunset, from Mondays through Fridays. The Contractor shall obtain the approval of tl
Engineer if he/she desires to work outside the hours stated herein.
Contractor may work during Saturdays and holidays ody with the written permission
the Engineer. This written permission must be obtained at least forty-eight (48) hou
prior to such work and the Contractor shall pay the overtime differential of the inspectic
costs.
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Add the following:
All work shall be guaranteed for one (1) year after the filing of a "Notice of Completio
and any faulty work or materials discovered during the guarantee period shall be repair(
or replaced by the Contractor, at his expense. I
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6-9 LJOUIDATED DAMAGES
Mow this section as follows:
if the completion date is not met, the Contractor will be assessed the sum of $200.00 pc
day for each working day beyond the completion date as liquidated damages for the dela Any progress payments made after the specified completion date shall not constitute
waiver of this paragraph or of any damages. Liquidated damages may be withheld fro
the Contractor's progress payment of retention money at the discretion of the City.
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SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR
Modify the first sentence to read:
The Agency will obtain, at no cost to the Contractor, all encroachment, right-of-wa
grading, and building permits necessary to perform work for this contract. The Contractc
shall subanit a truck haul route for approval by the City Engineer.
Add the following:
Contractor shall not begin work until all permits incidental to the work are obtained,
7-8 PROJECT AND SITE MAlNTENANCE
To Section 7-8.1, Cleanup and Dust Control, add:
Cleanup and dust control shall be executed even on weekends and other non-working da:
at the City's request.
To Section 7-8.5, add:
The Contractor shall obtain a construction meter for water used in performing th
contract. The Contractor shall pay the standard charge for a construction meter at the Ci
Finance Department and include its cost within the bid price. No separate payment w I be made.
To Section 7-8, add:
7-8.8 Noise Control
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All internal combustion engines used in the construction shall be equipped with mufflen
in good repair when in use on the project with special attention to City Noise Contro
Ordinance No. 3109, Carlsbad Municipal Code, Chapter 8.48.
7-9 PROTECTION OF EXISTING IMPROVEMENTS, add:
The Contractor shall replace any existing public or private improvement damaged bj
construction activities. Brick sidewalk or crosswalk pavers that are damaged or removec
during construction shall be replaced or reinstalled.
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7-10 PUBLIC CO"IEN(=E AND SAFETY
To Section 7-10.1, Traffic and Access, add:
Contractor shall work within project limits as noted on the drawings and shall maintai
at least one travel lane at all times in each direction. Other than trucks or equipmen
leaving or entering the site, the Contractor shall also do nothing to interfere with traffi
flow on adjacent streets. The Contractor shall provide flagmen as may be necessary t
facilitate trucks or other equipment leaving or entering the site. Barricading and traffi
interruption shall be coordinated with the Agency. The Contractor shall provide barrieE
guards, lights, signs and flagpersons, as required, advising the public of temporary detour
and construction.
The Contractor shall use signs, delineators, barricades, etc., as per the latest State c
California "Manual of Traffic Controls for Construction and Maintenance Work Zones", an
stamped with the owner's name.
The Contractor shall notify the Agency at least two (2) normal working days in advanc
of any lane blockages or street closures or implementing any construction detour, an
approval is at the Agency's discretion.
The Contractor shall notify the owner or occupant (if not owner occupied) of the closu
of the driveways to be closed at least three (3) working days prior to the closure. Tl-
Contractor shall minimize the inconvenience and minimize the time period that tl-
driveways will be closed. The Contractor shall fully explain to the owner/occupant ho
long the work will take and when closure is to start. The 46' concrete driveway apron c
Roosevelt Street must be poured in thirds in order to allow continued access to tk
business and homeowner.
The Contractor shall maintain, whether shown on the plan or not, all existing traff
control signs or signals in their proper location on temporary mounting supports uni
permanent signs or signals are restored. All barricades used at night shall be equippc I with properly operating flashing lights. r 10/3/90 Re
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In non-emergency situations, the Contractor shall backfill trenches and restore roadway fc
safe night traffic usage. No open trenches shall be allowed overnight unless prior approv
is received from the Engineer. Steel plating or portable concrete barrier (K-rail) may I
required when trenching cannot be secured overnight by backfilling. "Open trench' sigr
shall be placed adjacent to any moving traffic lane at 100 feet intervals when excavatic
is in progress. Contractor shall supply steel plating or K-rail where required by the Agenc
at open excavations.
If parking must be restricted during construction, the Contractor shall post tow-away/r
parking signs twenty-four (24) hours in advance after receiving approval from tl
hgineer. The signs shall contain days/hours information and be posted so as to 1
reasonably seen by the public.
The Contractor shall assume sole and complete responsibility for the job site conditio1
during the course of the construction of this project including safety of all persons ar
property. This requirement shall apply continually and not be limited to normal workir
hours, and that the Contractor shall defend, indemnify, and hold the owner and tl
Engineer harmless from any and all liability real or alleged, in connection with tl
performance of work on this project, except for liability arising from sole negligence of tl
owner or Engineer.
Any deviations from the aforementioned traffic requirements or the approved traffic contr
plans shall be approved by the Engineer. The Contractor shall submit three (3) copies
any modified plan to the Agency for approval at least forty-eight (48) hours prior 1 construction needs.
All costs for maintaining traffic shall be included in the lump sum price for traffic contr
in the bid proposal. The lump sum price bid shall include full compensation for furnishir
all labor, materials, tools and equipment and doing all work required for traffic contrc
These costs include all costs for traffic control devices which may be required by the Cit
setting up of detours, public convenience, and the handling of existing traffic contr
devices. I 7-10.4 Public Safety
To Section 7-10.4.1, Safety Orders, add:
The Contractor shall take all necessary precautions for the safety of employees on the wo
and shall comply with all applicable provisions of Federal, State and Municipal safety la1
and building codes to prevent accidents or injury to persons on, about, or adjacent to tl
premises where the work is being performed. He/she shall erect and properly maintain
all times, as required by the conditions and progress of the work, all necessary safeguar
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for the protection of workers and public, and shall use danger signs warning again.
hazards created by such features of construction as protruding nails, and rebar.
SECTION 9 - MEASUREMENT AI’JD PAYMENT
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9-3 PAYMENT I To Section 9-3.1, General, add:
Concrete and base bulk materials delivered to the site shall be accompanied by a weig
masteis certificate listing the weight or volume, and the mix design or SSPW
identification. Bulk material used on the job without correct weight/volume and materi;
identification certificates will not be paid by the City.
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1 SECTION C
II, SUPPLEMENTAL PROVISIONS
TO STANDARD SPECIElCATIONS FOR PUBLIC WORKS CONSIRUCTION FOR CONSTRUCIION MATEW
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1 SECTION C
XI. SUPPLEMENTAL PROVISIONS
TO STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
FOR CON!3RUCTION MATERIALS
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SECTION C SHALL CONFORM TO PART 2 OF THE STANDARD SPECIFICATIONS FOI
PUBLIC WORKS CONSTRUCTION EXCEPT FOR THE FOLLOWING CHANGES AND/OI
ADDITIONS:
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SECTION 201 - CONCRETE, MORTAR AND RELATED MATE=
201-1 PORTLAND CEMENT CONCRETE
1 Concrete Specified by Class, add:
The concrete class and maximum slump for the various items of concrete work shall b
specified in the table under Subsection 201-1.1.2 of the Standard Specifications and wit
the following additions: f ITJZMS CONCRETE CLASS MAXIMUM SLUMP (IN)
All concrete sdace improvements f including flatwork, curb, gutter, and pedestrian ramps 560-C-3250 4 inch t Traffic signal foundations 470-C-2000 5 inch
Slurry backfill 190-E-P 000 5 inch
201-3 EXPANSION JOINT FILLER AND SEALANTS
201-3.2, 1/2" Preformed Expansion Joint Filler, add:
1/2" preformed expansion joint filler (bituminous type) per ASTM D994 shall be used.
201-3-4, Type "A" Sealant, add:
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1 Sealant:
The component sealant shall comply with Federal Specification TT-S-00227e; use Type
(self-leveling) for joints. The cured sealant shall have a Shore A Hardness greater than 3
Back-up strip shall be as flexible and compressible type of closed-cell foam polyethylene 1
butyl rubber, rounded at surfaces to contact sealant and as recommended by seala
manufacturers. It shall fit neatly into the joint without compacting and to such a heig
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to allow a sealant depth of 1/2 the width of the joint. Sealant shall not bond to the bacE
up material. The sealant shall match the adjacent concrete surface. Payment for expansio
joint installation shall be included in the price of concrete work concerned.
Joint sealant shall be Vulkem 245 two-part polyurethane sealant as manufactured b
Mameco International, 4475 East 175th Street, Cleveland, Ohio, 44128, (800) 321-6412
or Sikaflex-2c polyurethane sealant as manufactured by Sika Corporation, (213) 941-0231
or equal.
Utility boxes and covers, to be replaced shall be of a size and standard as approved by th
respective utility or governing agency. Contractor shall pick up City-supplied water met(
boxes at 405 Oak Avenue.
SDG&E specifies: gas meter boxes, electrical transformers, electric pull boxes.
City of Carlsbad Utility Department specifies: traffic signal boxes, streetlight pull boxer
Pacific Bell specifies: telephone vaults and telephone pull boxes.
Daniels Cablevision specifies: CATV pedestals and CATV pull boxes.
Shop Drawings:
When the utility frame covers and frames are not standard items, manufacturer shall supp
six (6) copies of all necessary shop drawings to the Engineer for his approval. The:
drawings shall show all connections, arterial description, etc.
SECTION 211 SOILS AND AGGREGATE TESTS, add:
All backfill and subgrade shall be compacted in accordance with the notes on the plans ar
the SSPWC. Compaction tests may be made by the City and all costs for tests that met
or exceed the requirements of the specifications shall be borne by the City.
The Contractor shall give forty-eight (48) hours advance notice to the Inspector of any sc
or field compaction tests required. The Engineer shall determine what tests are necessa
and the Contractor shall give the Inspector advance notice of when the work will be reac
for testing. Said tests may be made at any place along the work as deemed necessary E
the Engineer. The costs of any retests made necessary by non-compliance with tl
specifications shall be borne by the Contractor..
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1 SECI'ION D
III. SUPPLEMENTAL PROVISIONS
TO STANJIARD SPECIFICATIONS FOR PUBLIC WORKS CONSIRUCITON
FOR CONSTRUCI'ION METHODS
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I 1 SECTION D
111. SUPPLEMENTAL PROVISIONS
TO STANDARD SPECIFICATIONS FOR PUBLEC WORKS CONSI'RUCITON
FOR CONSTRUCTION METHODS
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SECTION D SHALL CONFORM TO PART 3 OF THE STANDARD SPECIFICATIONS FC
PUBLIC WORKS CONSTRUCTION EXCEPT FOR THE FOLLOWING CHANGES AND/C
ADDITIONS:
SECTION300 EARTHWORK
300-1.1 Clearinn and Grubbins add:
Clearing and grubbing shall consist of removal of dl items as shown on the plans. All
the work performed for this item shall conform to Section 300-1 of the Standa
Specifications, and shall additionally include all incidentals required to construct tl
contract if not precisely noted. For example, asphalt removal to match grades wj
driveway apron or pedestrian ramp construction shall be a part of clearing and grubbir
Demolition, removal, relocation, or salvage work not specifically identified by a bid itc
shall be included within clearing and grubbing. The Inspector shall determine the sco
of work to be included within clearing and grubbing and shall delineate its limits.
300-1.3 Removal and DisDosal of Materials
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I The Contractor shall dispose of any existing traffic signal poles, mast arms, or equipme
being removed as a part of this contract.
300-1.3.2 Requirements, add:
The work includes sawcutting, removal, and off-site disposal.
300-8 BACKFILL AND SITE LEVELING, add subsection:
All excavations shall be backfilled with material and to a level grade, satisfactory to t
Engineer. The areas to be backfilled shall be approved by the Inspector prior to t
placement of any backfill.
Any backfill material placed or compacted without compliance with the requirements
these Special Provisions shall be deemed as unauthorized work and shall be treated
accordance with Subsection 2-6.6 rejected work.
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Material to be placed as fill for excavations and depressions shall be placed in horizonta
uniform layers not to exceed (12) inches in thickness, before compaction; each layer is t
be brought to optimum moisture content and thoroughly compacted to a relativ
compaction of not less than 90% relative compaction, in accordance with ASTM 1557
Method C.
Backfill shall be a well graded material containing no large rock or other deleteriou
material. The source and material shall be approved by the Engineer prior to its use.
All backfill shall be inspected and tested by the City's soil consultant and approved by th
Engineer. The Contractor sha
schedule for soil testing by providing forty-eight (48) hours advance notice to the Enginet
prior to commencement of backfill operations.
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Soil consultant and tests are provided by the City.
302-5 ROADWAY SURFACING
302-5.1 General, add:
Payment for asphalt paving will be by the tons placed as evidenced by delivery tickets wit
the weighmastefs certification. All such "trip tickets" shall be given to the Inspector c
each delivery day.
303-1.3 CONCRETE FORMS, add:
Form material shall be half inch plywood or better and shall be straight and free fro
defects. Form work is subject to approval by the Inspector, and the Contractor mu
schedule pours to allow inspection of the form and the base or subbase compaction pric
to the arrival of the concrete. If the poured concrete nevertheless bulges, bows, or sli]
its form, the Contractor is responsible for the replacement.
303-5 CONCRETE CURBS. WALKS, GUTIERS. PEDE!XRIAN RAMPS. AND DRIVEWA'I I 303-5.1.3 Driveway Entrances, add:
Driveway aprons shall be constructed on 4" of class 11 base and shall be a minimum of 7.
thick to the first sidewalk joint past the side apron. The existing depressed curb shall 1
protected in-place. Depressed curb for pedestrian ramps shall be poured separately; I
monolithic pours are allowed. The unit price for pedestrian ramps includes the sawci
demolition, and disposal of the existing sidewalk and the construction of depressed cur
Expansion joints are included within the unit price of the concrete improveme1
Workmanship shall be at least equal to existing ramps at the intersection of Roosevc
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1 3074 Traffic Si4 Construction
Replacement of Existing Signal Detector Loops:
The Contractor shall replace the traffic signal detector loops shown on sheet 5 of the plans
Payment will be by lump sum bid item No. 17. Presently, there are one 6' x 50' Type (
loop in the left turn lane and four 6' x 6' Type A loops in the thru lanes. The Contract0
will remove the existing loops, raise the covered water valve cover under one of the loop5
and install and connect new detector loops. The new loops shall be a stack of one Typ
'D' and thee Type 'A's in the left turn lane and a quad pattern of two Type 'D's and twc
Type 'A's in the thru lanes. The Contractor shall lay out the location of the new detect0
loops for approval by the Inspector prior to installation. The signal must remain i:
continuous operation during construction.
TrafEe Signal Interconnect:
The Contractor shall install portions of a traffic signal interconnect system as shown o
sheet 5 of the plans. Payment will be by lump sum bid item No. 16. Cable shall E
installed from each traffic signal controller to the limits of construction shown on sheet
of the plans. The trenching for the cable will generally be in the street and along the curl
The Contractor shall sweep the cable under the curb and gutter to terminate 'in sidewal
pullboxes. The Contractor shall sawcut the sidewalk at the nearest joints for each pullbc
and repour the entire panel to neatly match to adjacent sidewalk.
The signal interconnect cable shall consist of twelve No, 19, minimum, stranded the
copper conductors. Each conductor shall be insulated with 0.013-inch9 minimum nomini
thickness, color coded, polypropylene material. Conductors shall be in twisted pairs. Colc
coding shall distinguish each pair. Each pair shall be wrapped with an aluminum polyestt
shield and shall have a No. 22 or larger, stranded, tinned copper drain wire outside tE
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1 shielded pair.
The cable jacket shall be black, high density polyethylene, rated for a minimum of 3C
volts and 60 degrees C., and shall have a nominal wall thickness of 40 mils, minimun
The cable jacket shall be marked with the manufacturer's name, insulation tyl
designation, number of conductors and conductor size, and voltage and temperatu 1 ratings.
Splices shall be made only where shown on the plans or in controller cabinets. A minimu
of 3 feet of slack shall be provided at each splice and 6 feet at each controller cabinet.
Splices of conductors and drain wires shall be soldered. Splices of conductors shall 1
insulated with heat-shrink tubing of the appropriate size and shall overlap the conduct
insulation at least 0.5-inch. The overall cable splice shall be covered with heat-sh.ti I tubing, with at least 1.5-inches of overlap of the cable jacket.
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310-5.6 Painting Traffic StriDin~. Pavement Markinns. and Curb Markinzs
310-5.6.1 General, Add:
The Contractor shall remove by sandblasting all conflicting pavement and curb marking
on Grand Avenue. The Contractor shall install new curb and pavements striping accordin1
to the traffic signal plans. Payment shall be included within the lump sum bid item fo
striping and signing. All work pavement markings shall conform to CALTRANS standarc
specifications except that the City will make available stencils for pavement legends. Thl
stencils will be picked up at the City sign shop (405 Oak Avenue) and returned in a clea
condition by the Contractor as coordinated by the Inspector.
310-5.6.8 Amlication of Paint
Temporary pavement markers shall be used to replace striping removed by construction a
sandblasting. Permanent pavement markings with glass beads shall be placed in tw
separate applications. This supersedes the differing language in the SSPWC.
310-5.6.9 Protection of Work
The Contractor shall place delineators or barricades around fresh paint and post personnc
to keep the barriers in place while the paint is drying. The Contractor shall sandblas'
reseal, and restripe pavement that has been tracked by errant motorists. The Contractc
shall maintain at least one lane of traffic in all directions during construction.
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SECTION E
lECHNICAL SPECIFICATIONS FOR
'FRAFFIC SIGNALS
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TRAFFIC SIGNAL INSTALLATION - Furnishing and installing traffic signals payment therefore shall conform to the provisions in Section 86, "Signals & Lighting"
the CALTRANS Standard Specifications, dated January 1988, and these Spe
Provisions.
EauiDment List and Drawings
Equipment list and drawings of electrical equipment and material shall conform to provisions in Section 86-1.03, "Equipment List and Drawings", of the CALW Standard Specifications and these Special Provisions.
The controller cabinet . schematic Wiring diagram and intersection sketch shall
combined into one drawing, so that, when the cabinet door is fully open, the drawin oriented with the intersection.
The Contractor shall furnish a maintenance manual for all controller units, auxil equipment, vehicle detector sensor units, control units and amplifiers. The mainten;
manual and operation manual may be combined into one manual. One copy of
maintenance and operation manual shall be submitted to the City prior to installat The maintenance manual shall include, but need not be limited to the following ite
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(a) Specifications (b) Design Characteristics
(c) General Operation Theory
(d) Function of all Controls
(e) (f) Block Circuit Diagram (g) Geographical Layout of Components
(h) Schematic Diagrams
(i)
Trouble Shooting Procedure (Diagnostic Routine)
B List of Replaceable Component Parts with Stock Numbers
Foundations
Foundations shall conform to the provisions of Section 86-2.03, "Foundations", of
CALTRANS Standard Specifications and these Special Provisions.
Portland cement concrete shall conform to Section 90-10, "Minor Concrete", of
CALTRANS Standard Specifications and shall contain not less than 470 pound
cement per cubic yard, except concrete for pile foundations shall contain not less
564 pounds of cement per cubic yard.
The Fifth Paragraph in Section 86-2.03, "Foundations", of the CALTRANS Stam
Specifications is amended to read:
"Cast in drilled hole concrete pile foundations for traffic signal and ligf standards shall conform to the provisions in Section 49, "Piling", with ac requirements that standards shall not be erected until seven (7) calendar
have elapsed after placing the concrete and that material resulting from dri
holes shall become the property of the Contractor." t
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Excess unclassified material resulting from foundations or grading shall become t
property of the Contractor and shall be properly disposed of.
Conduit
Conduit shall conform to the provisions of section 86-2.05 "Conduit" of the CALTRA
Standard Specifications and these Special ProGsions.
Rigid metal conduit to be used as a drilling or jacking rod shall be fitted with suita drill bit for the size hole required.
insulated bonding bushings will be required on metal conduit.
After conductors have been installed, the ends of conduits terminating in pull boxes i controller cabinets shall be sealed with an approved type of sealing compound.
Heavy wall Undekters Laboratories approved polyvinylch1ori.de (PVC ScR. 40) conc
may be used in sidewalk and roadway areas provided the proper depth is adhered If the jacking method is used, a hole must be bored and prior to removal of the bo1 tool, the PVC shall be pulled back through the bored hole.
Trenching hitallation of conduit shall be rock-wheeled in a 4" wide cut. Backfill shall be 190-E-1000 concrete slurry.
HIf %foxes
fill boxes shall conform to the provisions in Section 86-2.06, "Pull Boxes," of
CAL.T"S Standard Specifications and these Special Provisions.
Grout in bottom of pull boxes will not be required.
Conductors and Wiring
Conductors and wiring shall conform to the provisions in Section 86-2.08, "Conductc
and Section 86-2.09, "Wiring," of the CALTRANS Standard Specifications and tk
Special Provisions.
Vehicle detector lead-in cables within the controller cabinet shall be labeled with
appropriate detector number identification that is shown on the construction plans. ' label shall be a permanent type.
Conductors shall be spliced by the use of "C' shaped compression connectors as shc in the CALTRANS Standard Plans.
Splices shall be insulated by "Method B."
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Field Testing
Field testing shall conform to the provisions in Section 86-2.14B "Field Testing," of 1 CALTRANS Standard Specifications and these Special Provisions.
Meggar test for traffic signal and lighting conductors shall be performed in the follow
order:
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Signals: After conductors are connected to signal head terminal, and befc
connection to controller.
Lighting: Before fuses are installed in fused splice connectors.
Load side conductors in signal heads shd be disconnected from terminal blo B during the test.
The full cost for the Contractor performing this field testing in the presence of Engineer shall be included in the lump sum price for Traffic Signal and Street Light
Installation and no additional payment will be alllowed therefor.
Painting
Painting shall conform to the provisions in Section 86-2.16, "Painting," of the CALTRA
Standard Specifications and these Special Provisions.
All paint is to be furnished and applied by the Contractor at his expense.
Factory finish will be satisfactory for new luminaires and no further painting will
Steel poles and mast arms shall not be painted except that all cuts or damaged ed shall be covered in accordance with Section 75-1.05, "Galvanizing", of the CALTRA
Standard Specifications.
I required.
Simal Controller
Model 170 traffic controller units, cabinets, and auxiliary equipment shall conform to provisions in Section 86-3.11, "Model 170 Controller Assembly," of the CALW
Standard Specifications and these Special Provisions. The controller shall be equip
with Type 200 SA and a full complemenl prom chips. The Contractor shall install the new Type 170 controller in a model aluminum cabinet.
local intersection control program
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Emerpencv Vehicle Preemption
Emergency vehicle preemption shall be a modulated light signal detection system wh
shall conform to the details shown on the plans and these Special Provisions.
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GENERAL - Each modulated light signal detection system shall consist of optical detector/discriminator assembly or assemblies located at the traffic sigi
Each system shall permit detection of Class I1 (Emergency) Vehicles. T shall be capable of being detected at any range of up to 1,800 feet (550 mete from the optical detector.
The modulation frequency for Class II signal emitters shall be 14.035 Hz+O.: Hz.
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B. OPTICAL. DETECTION/DISCRIMINATOR ASSEMBLY
1. General - Each optical assembly when used with standard emitters SI have a range of at least 1,800 feet (550 meters) for Class II sign Range measurements shall be taken with all range adjustments on discriminator module set to "maximum".
Optical Detector - Each optical detector shall be a weatherproof 1
capable of being easily mounted on a mastarm. The housing shall h
at least one opening threaded for 3/4-inch conduit, through which
wiring shall enter. Each detector shall weigh not more than 2 pounds shall present a maximum wind load area of 36 square inches.
Each detector shall be capable of receiving optical energy from one of
axially opposed directions. The reception angle shall be a maximurr
26 degrees (12 degrees total included angle) measured in the horizoi
plane about the center axis of the light sensing element. The recepl
angle in the vertical plane measured about the center axis of the 11 sensing element shall be maximum of 4 degrees above and 8 degr
below that center axis. Measurements are to be taken at a range of 1,
feet (550 meters) for each Type II emitter.
AU internal circuitry shall be solid state and electric power shall
provided by the respective discriminator module.
Cable - Emergency Vehicle Pre-emptor Detector Lead-in Cable s
conform to the provisions of Section 86-2.08, "Conductors," of the Stand
Specifications and these Special Provisions.
Emergency vehicle pre-emptor detector lead-in cable shall meet
characteristics of IPCEA-S-61-402 or NEMA WC5, Section 7.4, 60
Control Cable, 75 degrees C, Type B.
Conductors shall be 3 No. 20-7x28 stranded.
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Conductor insulation shall be a low-density polyethylene material haw
a minimum thickness of 25 mils.
Conductors shall be color coded; 1 - yellow, 1 - blue and 1 - orange.
The cable shall have 1 No. 20-7x28 stranded, tinned, bare drain wire.
The drain wire shall be placed between the insulated conductors an(
shield,
The shield shall be of tinned copper-brass or aluminum polyester tape M a nominal 20% overlap. The conductive surface of the shield shall be
contact with the drain wire.
Capacitance measured between any conductor and the other two cond tors and the shield shall not exceed 48 picofarads per foot when testec 1,000 hertz.
The cable jacket shall be a black PVC material rated for 600 volts i 75c and shall have an average minixnm wall thickness of 45 mils.
The finished outside diameter of the cable shall be between 0.28 and C of an inch.
The cable jacket shall be marked up with the manufacturer’s nai insulation type designation, number of conductors and conductor size, i
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I voltage and temperature ratings.
4. Discriminator Module - Each discriminator module shall be designed
be compatible and usable with a Model 170 controller unit and to
mounted in the input file of a Model 332 controller cabinet. In additj
each discriminator module shall conform to the requirements of Chal I of the State of California, Department of Transportation, ‘Traffic Si! Control Equipment Specifications,” dated April, 1978, and to all addend1
thereto current at the time of project advertising.
Each discriminator module when used with its associated detectors s be capable of:
a) Receiving Class II signals at a range of up to 1,800 feet (550 mete I b) Decoding the signals on the basis of frequency:
14.035 Hz+. 0.266 Hz for Class II signals
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c) Establishing the validity of received signals on the basis of frequen
and length of time received. A signal shall be considered valid or
when received for more than 0.50 second. No combination of Ck
I signals shall be recognized as a Class II signal regardless of t
number of signals being received, up to a maximum of ten signa
Once a valid signal has been recognized, its effect shall be held the module in the event of temporary loss of the signal for a peri
adjustable from 4.5 seconds to 11 seconds in at least 2 steps a1 seconds 20.5 second and 10 seconds 20.5 second.
Providing an output that will result in a "low" or grounded conditi of the appropriate input of a Model 170 controller unit. For C1; II signals the output shall be steady.
Each discriminator module shall receive electric power from the control cabinet at either 24 volts DC or 120 volts AC.
Each channel, together with its associated detectors, shall draw not mc
than 100 milliamperes at 24 volts DC nor more than 100 milliamperes 120 volts AC. Electric power, one detector input for each channel a one output for each channel shall terminate at the printed circuit boi
edge connector pins listed below.
Board edge connector pin assignment shall be as follows:
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A DC Ground
C NC B t24VDC p (NC)
D Detector Input, Channel A R (NC) E 224 VDC to detectors s (NC) F Channel A Output (C) T PC) u (NC) H Channel A Output (E) v (NC)
L Chassis Ground y (NC) M AC- z (NC)
J Detector Input, Channel B W Channel B Output I K DC Ground to Detectors X Channel B Output I
N AC+
- Slotted for Keying
(NC) Not connected; (C) Collector cannot be used by manuj
(E) Emitter turer for any purpose
Two auxiliary detector inputs for each channel shall enter each mod
through the front panel connector. Pin assignment of the connector SI be as follows: r
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2. 3.
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Auxiliary Detector 1 Input, Channel A
Auxiliary Detector 2 Input, Channel A
Auxiliary Detector 1 Input, Channel B Auxiliary Detector 2 Input, Channel B
Each channel output shall be an optically isolated NPN open collec
transistor capable of sinking 50 milliamperes at 30 volts and shall
compatible with the Model 170 controller unit inputs.
Each discriminator module shall be provided with means of preveni
transients received by the detector(s) from affecting the Model
controller assembly.
Each discriminator module shall have a single connector board, shall
capable of being inserted into the input file of a Model 332 cabinet shall occupy one slot width of the input file. The front panel of e
module shall have a handle to facilitate withdrawal and the follov
controb and indicators for each channel:
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Three separate range adjustments each for Class II signal
A three-position, center-off, momentary contact switch, position (up) labeled for test operation of Class I1 signals
A "signal" indication and a *'call" indication each for Clas!
The "signal" indication denotes that a signal above the thresl level has been received. A "call" indication denotes th;
steady, validly coded signal has been received. TI
indications may be accomplished with a single indication la
"signal" being denoted by a flashing indication and "call" 7
a steady indication.
In addition, the front panel shall be provided with a single cira
bayonet-captured, multi-pin connector for two auxiliary dete
inputs for each channel. Connector shall be a mechanical config tion equivalent to a MIL-C-26482 with a 10-4 insert arrangem such as Burndy Metalock Bantam series, consisting of:
Wall Mounting Receptacle, UTGO-lO-4P with SM20M-1 ~
plated pins.
Plug, UTG6-10-4SN with SC20M-1 gold plated sockets; c
clamp and strain relief that shall provide for a right angle
within 2.5 inches (64mm) maximum from the front p surface of the discriminator module.
c)
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For Module 2 (3-13):
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Position Assignment
7 +24VDC From (J-13E)
8 Detector Ground from (J-13K)
9 10 11 12
Channel A Auxiliary Detector Input 1 Channel A Auxiliary Detector Input 2
Channel B Auxiliary Detector Input 1 Channel B Auxiliary Detector Input 2
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Wiring for a Model 332 cabinet shall conform to the followin)
Slots 10 and 11 of Input File "I" have each been wired to acct
Field wiring for the primary detectors, except 24 volt DC pow
shall terminate on tenninal boards on the rear of the Input F "I". Position assignments on the input file terminal boards are
follows:
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Position Assienment
I-1OD Channel A Detector Input, 1st Module I-1OJ Channel B Detector Input, 1st Module 1-1 1D Channel A Detector Input, 2nd Module I-1lJ Channel B Detector Input, 2nd Module I-1OE + 24 VDC to Detectors I-11E + 24 VDC to Detectors I-1OK DC Ground to Detectors I-11K DC Ground to Detectors
All field wiring for the auxiliary detectors shall terminate terminal board TB-2 in the controller cabinet. Position as$
ments have been reserved as follows:
Position Number Assignme nt
1 2 3 4 +24VDC From I-10E 5 +24VDC From I-11E
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Auxiliary Detector Input No. 1
Auxiliary Detector Input No. 2
Auxiliary Detector Input No. 3
DC Ground From I-1OK and I-11K n
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C, SYSTEM OPERATION
The Contractor shall demonstrate that all of the components of each systc are compatible and will perform satisfactorily as a system.
Satisfactory performance shall be determined using the following t procedure:
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Each system to be used for testing shall consist of an optical emit
assembly, an optical detector, at least 200 feet of connecting cable a
a discriminator module.
The discriminator module shall be installed in the proper input file s
of Model 332 controller cabinet. The controller cabinet, together N a Model 170 controller unit with the appropriate operating program
Model 210 monitor unit and 120 volt AC power will be available.
Tests shall be conducted using a Class 11 signal emitter and a dista of 1,800 feet between the emitter and the detector. All rai
adjustments on the module shall be set to "Maximum" for each tes
Each above test shall be conducted for a period of one hour, dux
which the emitter shall be operated for 30 cycles, each consisting o one minute "on" interval and a one minute "off" interval. During
total test period (a) the emitter signal shall cause the proper respo from the Model 170 controller unit during each "on'* interval and
there shall be no improper operation of either the Model 170 contro unit or the monitor unit during each "off" interval.
2,
3.
4.
Signal Face and Simal Heads
Signal faces, signal heads and auxiliary equipment, as shown on the plans, and
installation thereof, shall conform to the provisions in Section 86-4, 'Traffic Signals :
Fittings" of the CALTRANS Standard Specifications and these Special Provisions.
All signal faces and all arrow indications shall be provided with 12-inch sections 1
glass lenses.
All lamps for traffic signal units shall be furnished by the Contractor.
Non-metallic vehicle signals may not be substituted for the type specified in Paragr 1, Section 86-4.01 (B), "Housing" of the CALTRANS Standard Specifications. All veh
signals shall be of the same material.
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I Pedestrian Signals
Pedestrian signals shall conform to the provisions in Section 86-4.05, "Pedestrian Sit Faces," of the CALTRANS Standard Specifications and these Special Provisions.
Pedestrian signals shall be Type G with international symbols. Each Type G pedesti
signal shall consist of a housing with front screen, a message plate and two light sour each consisting of luminous tubing and power supplies for the luminous tubing.
The message plate shall be l/&inch nominal thickness, ultraviolet-stabilized, prisma
patterned polycarbonate plastic; 3/16-inch nominal thickness hammered wire-glass;
3/16-inch nominal thickness ultraviolet-stabilized, prismatic-patterned acrylic plastic. '1 message plates shall have a flat-back surface over the entire projected area except wh the symbols are located. The material used to mask the message plate shall be hard z
durable and shall bond such that it will not flake nor peel when the message plate is
use or is washed. The symbols shall be the only illuminated portion of the mess,
plate.
The message plate shall be sealed to a polycarbonate case to form a dust tight I
weatherproof module. The module shall contain and properly support the lumin tubing and power supplies.
Each light source shall have a separate power supply. Each power supply shall reqi
less than 30 watts with a power factor of not less than 90 percent over a range of in
voltages from 105 to 130, at a frequency of 60 (21) Hz.
Each symbol shall not be less than 11 inches high and not less than 7 inches wide.
Detectors
Detectors shall conform to the provisions in Section 86-5, "Detectors," of the Standi CALTIWNS Specifications and these Special Provisions.
Loop detector lead-in cable shall be Type B.
Internally Illuminated Street Name Signs
Internally illuminated street name signs shall conform to the provisions of Section
6.065 of the CALMS Standard Specifications.
Internally illuminated street name signs shall be Type A
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Signs
Signs shall conform to these Special Provisions, the Plans and the State of Califor Traffic Manual. The Contractor shall furnish and install signs as shown on the pla
The signs shall be aluminum with a minimum .080 gauge thickness. All signs shall
reflective.
New roadside signs shall be installed at the locations shown on the plans or wh directed by the Engineer, and shall conform to the details shown on the plans and provisions in Section 56-2, "Roadside Signs", of the Standard Specifications.
Roadside sign panels shall be installed on new posts and a new traffic signal stand mast arm at locations shown on the plans or where directed by the Engineer and
conformance with the provisions in Section 56-2.04, "Sign Panel Installation" of
Standard Specifications and these special provisions. New posts shall be 1-3/4 i telspar.
High Intensitv Discharge Luminaires
Luminaires shall conform to the provisions in Section 86-6.01, ''High Intensity Discha Luminaires", of the CALMS Standard Specifications and these Special Provisioi
BOW high pressure sodium vapor luminaires shall be provided with int egral ball
and integral photo-electric cells.
Each ludnaire shall be provided with an infernal ballast assembly (including ball capacitor, and lamp starter unit). All connections from the ballast assembly shall
made with a single multi-circuit connector or individual color-coded NEMA
connectors. Field connections to the luminaires shall terminate on a barrier t
terminal block secured to the housing.
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Cut-off lenses are required.
I Glare shields are required.
The luminaires shall be constructed and installed in such a manner as to provide T III distribution with the outer edge of the luminaire's housing below the entire 1
sources and all glassware.
The luminake's optical assembly shall provide without the addition of external shield a 90 degree cutoff with no significant light emitted above the horizontal,
Traffic StriDing
Striping, paint, traffic stripes and pavement markings shall conform to the provision Sections 84-1, "General," and 84-3, "Painted Traffic Stripes and Pavement Markings,
the Standard Specifications and these Special Provisions.
Sections 84-3.02, "Materials," of the Standard Specifications is amended to read: t
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Paint for traffic stripes and pavement markings shall conform to the foIIow
State Specifications:
Paint Specification State
Fast Dry Solvent borne - White, Yellow and BIack
Rapid Dry Solvent borne - White and Yellow Rapid Dry Water Borne - White, Yellow and Black
8010-51K-01
8010-5 1K-0:
80 10-42L-31
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I Glass beads shall conform to State Specification No. 8010-51J-22 (Type n). 0
Copies of State Specifications for traffic paint and glass beads may be obtained fi
the Transportation Laboratory, Post Office Box 19128, Sacramento, CA 95819, (919) 7 2400.
The kind of paint to be used (solvent borne or water borne) shall be determined by Contractor based on the time of year the paint is applied and local air pollution con1 regulations.
Solvent borne white and yellow paint shall be either the Fast Dry or Rapid Dry type
the option of the Contractor.
"Emhg of paint will not be allowed.
Paint shall be tested prior to use or the manufacturer shall provide the Engineer v a Certificate of Compliance in accordance with the provisions of Section 6-1 "Certificates of Compliance," of the Standard Specifications. Said certificate shall cei that the paint complies with the specifications and that paint manufactured to the si
formulation and process has previously passed State testing. A list of manufacturers
have produced paint meeting State specifications is available from the Transporta Laboratory. (Material supplied by manufacturers other than those that have manu
bred approved paint will require complete testing.)
The second paragraph in Section 84-3.03, "Mixing," of the Standard Specification
deleted.
The fourth and fifth paragraphs in Section 84-3.05, "Application," of the Stanc
Specifications are amended to read:
A one-coat 3-inch wide black stripe shall be painted between the two 4-1 wide yellow stripes of a double traffic stripe. If the two 4-inch wide ye stripes are to be applied in 2 coats, the black stripe shall be app
concurrently with the second coat of yellow stripes.
On new surfacing, pavement markings and traffic stripes (except the b
stripe between the yellow stripes of a double traffic stripe) shall be applie
two coats a week apart. t
APPENDIX A
STANDARD DRAWINGS
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The following Standard Drawings are a part of the project drawings and are included b
reference:
SAN DIEGO REGIONAL STANDARD DRAWINGS
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G-7 Sidewalk - Typical Sections
(2-9 Sidewalk Joint Locations
G-10 Concrete Joint Details I G-14 Concrete Driveways
eALlF0RNl.A DEPARTMENT OF TRANSPORTATION
Wheel Chair Ramp Detail No. 1, Case E
Traffk Control System for Lane Closure on Multi-lane Conventional Highwaj
Traffic Control for Signal Shut-off at Grand Ave. and Carlsbad Blvd.
N8-B
T-11
City
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NOTE: The Contractor must submit his own traffic control plan that is specially adapte
to this project and maintains access and traffic control for side streets.
NOTE: Concrete thickness shall not be less than what is identified on the plans or bi
items. Concrete for surface improvements shall contain six sacks of portlan
cement per cubic yard per Section 201-1.1.2, regardless of what the ab01
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b m standard drawings may say.
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14 = -- a -
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$5
Width as shown an plan
- 114" per ft. - #,----
Weakened Plane Joint
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NON-CONTIGUOUS
Weakenad Plana Joint
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l------- ----- --__- __ - - -;
CONTIGUOUS
LEGENO ON PLANS
SIDEWALK - TYPICAL SECTIONS *
-- -.
31. II
G* SIDEWALK JOINT LOCATIONS DRAWING NU k18 E R
Expansion Joint filler material
EXPANSION’ JOINT CONTACT JOINT
Preformed Joint filler
WEAKENED PLANE JOINT
GUTTER AND PAVEMENT CURB AND SIDEWALK
KEYED JOINT
REGJONAL STANOAROS COMMITTEE
CONCRETE JOINT DETAILS
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Limit of driveway for
contiguous sidewalk
Driway Curb Opening
Orivwq width shown on pianr
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1" above Gutter 7&11 Commerial
1. No concrete shall be placed until farms and subgrade are inspected by the Agency.
2. Concrete shall be 560-C-Qs
3. See standard drawings G-15 and G-16 far width and location requirements.
4. Driveway ramp to extend to 10 feet from curb face or to property line whichever
is less. (For commercial driveways only)
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LEGEND ON PLANS -t+ G Of- (2
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CONCRETE DRIVEWAYS
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April 19, 1993
Lekos Electric, Inc.
19111 El Fuerte Dr.
El Cajon, CA 92020
RE: BOND RELEASE - CONTRACT NOS. 3273, 3277 3278, 3283 - GRAND AVEN
TRAFFIC SIGNALS
Per instructions from our Engineering Department, we are hereby releasing the follow
bond for the above-referenced project:
Faithful Performance (Warranty) Bond
No. B360077; MCA Insurance Company;
Remaining $46,746.24
The bond is enclosed so that you can return it to your surety.
&i!iJ& Assistant City Clerk
Enc .
c: Yvonne, Eng.
1200 Carlsbad Village Drive - Carlsbad, California 92008-1 989 - (61 9) 434-2E
1 V#?ITE IT - DON’T SAY+!
Date 3/4
1. Senior Inspector
T~ 2. Richard Cook, Principal Inspector &3epty Wanted
From Yvonne Merritt UNO Reply Necessary
Re: Bond Releas (Warranty) 3273,3277, 3278, 5283 L&s &/e<
- &-J& s/g,
y/.w93 . The City Clerk requir Our records indicate that the FAITHFUL PERFORMANCE Bondls for the above ref€ project will be eligible for release on
written authorization for release.
Thank you, Bond/s B36D877
0
Po- 6, /&e,/? ..
‘
PR
-=.
Approved By:
Inspector Date
Approved By: Release Authorized By:
&& Seni r Inspector 2 Principal Inspector
To City Clerk 9/5/’5
e
November 20, 1992
Lekos Electric, Inc.
1191 1 El Fuerte Dr.
El Cajon, CA 92020
Re: Bond Release - Contract #3273,3277, 3278, 3283 - Grand Ave. Traffic Signals
Per instructions from our Engineering Department, we are hereby releasing the followir
bond for the above-referenced project:
Labor & Materials Bond No. B360077
MCA Insurance Company
$93,492.48
The bond is enclosed so that you can return it to your surety.
Assistant City Clerk
Enc.
c: Yvonne, Eng.
1200 Car[sbad Village Drive - Carlsbad, California 92008-1 989 - (619) 434-280
- LgpITE IT - DON'T SAY w
c
Date /a///sz
1. Senior Inspector
T3 2. Richard Cook, Principal Inspector aqepiy WanTed
"nm Yvonne Merritt -Vo R~DIv Vecessarv r -
- --
Re: Bond Release (Warranty) 3273,3277, 3278: z2%3 Lekoi &-m+J&
Our records indicate that the LABOR E MATERIALS Bondls for the above referen project will be eligible for release on /o/z 8/92 . The City Clerk r
written authorization for release.
Thank you, Bondls #B3dOd77 +-
'Of
Approved By:
9z
Approved By:
7/92
To City Clerk
August 25, 1992
Lekos Electric, Inc.
11911 El Fuerte Dr.
El Cajon, CA 92020
Re: Bond Release - Grand Ave. Traffic Signals - Contract Nos. 3273, 3277, 3278, 3282
The Notice of Completion for the above-referenced project has recorded. Therefore, we ar
hereby releasing 75% of the Faithful Performance Bond. Please consider this letter as YOL
notification that $140:238.71 of MCA Insurance Co. Faithful Performance Bond Nc
B360077 is hereby released. We are required to retain the remaining 25% for a period c
one year. At that time, if no claims have been filed, it will be released.
The Labor & Materials Bond No. B360077, in the amount of $93,492.48 will be eligibl
for release six months from the date of recordation of the Notice of Completion, o
October 28, 1992.
A copy of the recorded Notice of Completion is also enclosed for your records.
/kg.& KARE R. UN
Assistant City Clerk
Encs.
c: Yvonne, Eng.
1200 Carlsbad Village Drive - Carlsbad, California 92008-1 989 - (61 9) 434-2801
c
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April 24, 1992
Annette J. Evans
County Recorder Post Office Box 1750 San Diego, CA 92112-4147
RE: NOTICE OF COMPLETION
Enclosed for recordation is the following described document:
Notice of Completion for Grand Avenue
Contractor: Lekos Electric, Inc.
Project Nos. 3254, 3273, 3277, 3278 and 3283
Traffic Signals
Our staff has determined that the recordation of this document j
of benefit to the City; therefore, it is requested that the fees 1
waived.
Thank you for your assistance in this matter.
dd& CMC Assistant City Clerk
Enclosures
1200 Carlsbad Village Drive - Carlsbad, California 92008-1 989 - (61 9) 434-28
Recording requested by: P 0
7 )
c CITY OF CARLSBAD 1 1
When recorded mail to: 1
)
City Clerk )
City of Carlsbad )
1200 Elm Avenue )
) Space above for Recorder’s Use
NOTICE OF COMPLETION
Carlsbad, CA 92008
Notice is hereby given that:
1.
2.
3.
4.
5.
6.
7.
The undersigned is owner of the interest or estate stated below in the property hereinafter desc
The full name of the undersigned is City of Carlsbad, a municipal corporation.
The full address of the undersigned is 1200 Carlsbad Village Drive, Carlsbad, California, 920
The nature of the title of the undersigned is: In fee.
A work of improvement on the property hereinafter described was completed on March 18,
The name of the contractor, if any, for such work of improvement is Lekos Electric, Inc.
The property on which said work of improvement was completed is in the City of Carlsbad, C
of San Diego, State of California, and is described as follows: Traffic Signals (3) on Grand A
at State, Roosevelt and Jefferson Streets: Sidewalk Improvements on Roosevelt Street: Proiec
3254, 3273, 3277, 3278 and 3283.
The street address of said property is NONE. 8.
VERIFICATION OF CITY CLERK
I, the undersigned, say:
I am the City Clerk of the City of Carlsbad, 1200 Carlsbad Village Drive, Carlsbad, Cal , 1992 accepted the above described V\I 92008; the City Council of said City on April 21
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 April 22 , 1922at Carlsbad, California.
CITY OF CARLSBAD
e
ALETHA L. RAUTENKRANZ
City Clerk
EXHIBIT 2