HomeMy WebLinkAboutSilvia Construction Inc; 2003-07-29; 3667-7DOC # 2004-0788495
Recording requested by:
CITY OF CARLSBAD 6 When recorded mail to: \p City Clerk
City of Carlsbad pf 1200 Carlsbad Village Dr
) I111111ll Ill 11111111111111111111llll11111111111 Ill11 Ill11 Ill11 1111 1111
AUG 19,2004 9:15 AM
0 FFI ClAL RE LO RD S SAN DIE GO COlJ N TY RECORDER'S O FFlCE
GREGORY J. SMITH, COUNTY REC:ORDER
FEES. u 00
PAGES: 1
I 111111 11111 1111 11111 11111 1111 Ill11 11111 0111 11111 11111 1111 11111 Ill11 Ill1 Ill1 oulL\ Carlsbad, CA 92008
Space above this line for Recorder's Use
NOTICE OF COMPLETION
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
described.
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
92008.
The nature of the title of the undersigned is: In fee.
A work of improvement on the property hereinafter described was completed on December
11, 2003.
The name of the contractor for such work of improvement is Silvia Construction, Inc. .
The property on which the work of improvement was completed is in the City of Carlsbad,
County of San Diego, State of California, and is described as the 2003/04 Overlay Project,
Project No. 3667-7.
CITY OF CARLSBAD
Deputy Public Works Director
VERIFICATION OF CITY CLERK
I, the undersigned, say:
I am the City Clerk of the City of Carlsbad, 1200 Carlsbad Village Drive, Carlsbad, , 2004, accepted the California, 92008. The City Council of said City on
above described work as completed and ordered that a Notice of Completion be filed.
Auqust 10
I declare under penalty of perjury that the foregoing is true and correct.
Executed on August 11 , 2004, at Carlsbad, California.
CITY OF CARLSBAD
CONTRACT CHANGE ORDER TRANSMITTAL-C/0 #2
Project: #3667-7, 2003/04 PAVEMENT OVERLAY
Date Routed:
~oy
~ $(of
Reasons for changes:
City Engineer
Engineering Inspection
Finance Director
City Manager/Mayor
Engineering Inspection
Items 1: During the course of construction, material testing, and inspection
soft rock particles were discovered in the asphalt rubberized hot-mix
paving material (ARHM) that may affect the long-term pavement
performance. It has not been demonstrated by any studies or testing
to date that soft rock particles in the quantities found in the ARHM
provided on this project will adversely affect the long-term
performance of AC paving; however, it has not been demonstrated
that the soft rock particles will not affect the long-term pavement
performance; therefore, the City has negotiated with the contractor to
provide an extended warranty to assure the long-term pavement
performance of the ARHM material placed as part of this contract.
Note: The original contract award amount, including contingency, was $2,471,809. Although
these ''negative" change orders appear to lower the contract amount, the City retains the ability
to spend up to the original contract award and contingency amounts. The process of
appropriately documenting and representing this situation on subsequent project change orders
is currently being evaluated. The total project cost is estimated at this time to be $2,111,942.
This is more than the revised contract amount, (due to the extension of estimated unit prices),
but less than the original contract award amount. As a result of these changes, additional streets
were reconstructed. In summary, more lane miles were repaired for less money.
COST ACCOUNTING:
Original contract amount ................................................................ $2, 149,399.00
Total amount this c/o ................................................................................... $0.00
Total amount of previous c/o's ......................................................... ($171,433.50)
Total c/o's to date ............................................................................ ($171,433.50)
New Contract Amount .................................................................... $1,977,965.50
Total c/o's as% of original contract.. ............................................................ (8.0%)
Contingency monies encumbered ...................................................... $322,410.00
Contingency increase or decrease ................................................................ $0.00
Contingency Subtotal ......................................................................... $322,410.00
Total c/o's to date ............................................................................. ($171,433.50)
Contingency Balance ......................................................................... $322,410.00
'(
CITY OF CARLSBAD
Project: #3667-7, 2003/04 PAVEMENT OVERLAY
CONTRACT CHANGE ORDER NO. 2
CONTRACT NO. 3667-7 P.O. NO. P113164
ACCOUNT NO. 34270009060/36671921
CONTRACTOR: Silvia Construction. Inc.
ADDRESS: 9007 Center Avenue
Rancho Cucamonga. CA 91730
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.
Pursuant to subsection 3-2.2.1 Contract unit prices, fourth paragraph, Standard
Specifications for Public Works Construction, (SSPWC), 2000 edition, perform the
following;
Item 1: Provide an additional two-year extended warranty in addition to the one-
year warranty period in the Contract to cover premature failure or unusual
degradation of the ARHM. Warranty shall be secured with a
warranty/performance bond in the penal sum of $200,000 dollars. The
Warranty Bond will remain in full force and effect the entire three year
warranty period. The warranty shall commence with the recordation of the
Notice of Completion on the Project or June 1, 2004, whichever occurs
first, and shall be the form attached hereto as Exhibit "1".
Change to Contract Cost.. ............................................................ $0.00
#3667-7 2003/04 Pavement Overlay
Change Order No. 2
Page 2 of 2
TOTAL CHANGE TO CONTRACT COST ............................................................. $0.00
TIME FOR COMPLETION OF ALL WORK UNDER THIS CONTRACT SHALL NOT
BE EFFECTED AS A RESULT OF THIS CHANGE ORDER.
. ... ---..
RECOMMENDED BY: APPROVi;r(i:w:
/
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//
~>/e>{oy
CONSTRUCTION MANAGER (DATE) .~· (D T )
.;' ~~5-DEPUT~ (DATE) /' ~&fvt'~~\~i
CITY ENGINEER (DATE)
~~~ 1sj,JC5f
FINANCE DIRECTOR (DATE)
DISTRUBUTION:
INSPECTION FILE (ORIGINAL)
PURCHASING
CONTRACTOR
DEPUTY CITY ENGINEER, DESIGN
MAINTENANCE BOND
KNOW ALL MEN BY THESE PRE
TRAVELERS CASUAL TY AND SURETY COMPANY OF AMERICA
RECEIVED
nn OF CAIH.SliAD f:NGINU:IH.'iG llEl'AIHMt:l''iT CM&I Dl\'ISIO:-.
Hartford, Connecticut 06183
BOND NO. 104263354
That CALMAT CO., D/B/A VULCAN MATERIALS COMPANY, WESTERN DIVISION
as Principal, and TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA, as Surety, hereinafter called Surety,
are held and firmly bound unto
as Obligee, hereinafter called Owner, in the penal sum of$ 2 0 0 , 0 0 0 , for the payment where of Principal and Surety
bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these
presents.
WHEREAS, Principal has by written agreement, dated May 1 9, 2 o O 4
with Owner for: to guarantee that the Asphalt Rubber Hot Mix (ARHM) from premature failure or unusual degradation (i.e.
raveling). Effective date of this bond is 6/1/2005 to 6/1/2007.
' in accordance with the General Conditions, the Drawings and Specifications, which contract is by reference
incorporated herein, and made a part hereof, and is referred to as the Contract.
NOW, THEREFORE, the condition of this obligation is such that, if Principal shall remedy any defects due to faulty
materials or workmanship which shall appear within a period of two (2) * year(s) from the date of substantial
ompletion of the work provided for in the Contract, then this obligation to be void; otherwise to remain in full force and
ffect. * term of this bond 6/1/2005 to 6/1/2007
PROVIDED, HOWEVER, that Owner shall give Principal and Surety notice of observed defects with reasonable
promptness.
SIGNED and sealed this 14th
IN THE PRESENCE OF:
~, ..... Y""-~
Mike Maybe~itness
S-2326-1 (07-97)
day of May 2004 .
CALMAT CO., D/B/A VULCAN MATERIALS COMPANY,
WESTERN DIVISION / (Seal) /lb~~ Prin:ii::'
TRAVELERS CASUAL TY AND SURETY COMP~NY OF AMERICA
By ~~c-}'L'u ~_)
Marina Tapia Attorney-in-Fact
ACKNOWLEDGMENT
State of California )
)
County of Los Angeles )
On May 18, 2004 before me, Karen Shields Clark, Notary Public, personally appeared Brian W.
Ferris personally known to me, or proved to me on the basis of satisfactory evidence, to be the
personfsf whose namefsf is/are subscribed to the within instrument and acknowledged to me that
he/she/they executed the same in his/her/their authorized capacityftesj, and that by his/her/their
signaturefsf on the instrument the personfsf, or the entity upon behalf of which the person acted,
executed the instrument.
WITNESS my hand and official seal.
My Commission Number is 1447934.
My Commission Expires October 28, 2007.
J············ KAREN SHIELDS CLARK . _8 Commission# 1447934 f
• Notary Pubic . Calfomlo f
Los AligetN County -
MvComm. fJIPNI Ocf 28,200
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
State of California
County of Los Angeles
On May 14, 2004 before me, Edward C. Spector, Notary Public,
personally appeared Marina Tapia personally known to me ( or proved to
me on the basis of satisfactory evidence) to be the person( s) whose
name(s) is/are subscribed to the within instrument and acknowledged to
me that he/she/they executed the same in his/her/their authorized
capacity(ies), and that by his/her/their signature(s) on the instrument the
person(s), or the entity upon behalf of which the person(s) acted,
executed the instrument.
WITNESS my hand and official seal.
ao<>C-<>A~, r •. ·~.:. EDWARD C. SPECTOR :t
,.. • \ COMM. #1270065 JJ (/) a NOTARY PUBLIC • CALIFORNIA (/)
I[ ~ LOS -'NGELES COUNTY ... ~~~ Lc,:::Y n
~C.~
Edward C. Spector
TRAVELERS CASUALTY AND SURETY COMPANY OF AMERICA
TRAVELERS CASUALTY AND SURETY COMPANY
FARMINGTON CASUALTY COMPANY
Hartford, {:onnecticut 06183-9062
POWER OF ATTORNEY AND CERTIFICATE OF AUTHORITY OF ATTORNEY(S)-IN-FACT
KNOW ALL PERSONS BY THESE PRESENTS, THAT TRAVELERS CASUALTY AND SURETY COMPANY OF
AMERICA, TRAVELERS CASUALTY AND SURETY COMPANY and FARMINGTON CASUALTY COMPANY,
corporations duly organized under the laws of the State of Collllecticut, and having their principal offices in the City of Hartford,
County of Hartford, State of Connecticut, (hereinafter the "Companies") hath made, constituted and appointed, and do by these
pie6Cllts make, constitute and appoint: E. S. Albrecht, Jr., Lisa L. Thornton, C. K. Nakamura, Maria Pena, Tracy Aston, Betty
Walker, ·Marina Tapia, of Los Angeles, California, their true and lawful Attomey(s)-in-Fact, with full power and authority hereby .
c:onfened t0 sign, exerote and acknowledge, at any place within the United States, the following instrument(s): by his/her sole
signature and act, any and all bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond,
.rec:ogni:zance, or conditional undertaking and any and all consents incident thereto and to bind the Companies, thereby as fully and
to the same extent as if the same were signed by the duly authorized officers of the Companies, and all the acts of said Attomey(s)~
in-Fact, pursuant to the authority herein given, are hereby ratified and confinned. ·
This appointment is made under .and by authority of the following Standing Resolutions of said Companies,. which Resolutions are
BOW in full fon:e and effect:
VO'IED: That lbe Chairman. the Pb:sident, any Vice Chairman, any Executive Vice President, any Senior Vjce President, any Vice President, any
&9eood Vlce President, the T~. any ~t Trcasuret, the Corporate Secretary or any Assistant Secretaty ~y appoint Attorneys-in-Fact
and Agents u, act for and on behalf of the company and may give such appointee such authority as his or her certificate of authority may presm.oe
to lip with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in
1he'Jlature of a bond, recognmmce, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove eny such
i:-~ and revoke the power given him or her.
= VOTED: That the Chairman. the President, any Vice Chairman, any :ax,ecutive Vice President, any Senior Vice President ot any Vice President
· may delegate all or any part of the foregoing authority to one or inore officers or employees of this Company, provided that each such delegation is
in "Miting and a copy thereof is filed in ~ office ofthe Secretacy.
ED: That any ~d. recognmmce, con1ract of indemnity, or writing obligatmy in the nature of a bond, ~. or oonditional ·
daking shall be valid and.~-~ tbe Company when (a) signed by the President, any Vice Chairman, any Exec::utive Vice President, any
8eaial' Vice President or any Vice President, any Second Vice Presidep.t, the Treasurer, any Assistant T~, the Corporate Secretary or any
Aasiltmit ~ and duly attested and sealed with the Company's~ by a Secretaty or Assistant Secretary, or (b) duly executed (under seal, if
~) by one or more .Attorneys-in-Fact and Agents pursuant to the power prescn"bed in his or her certificate or their certificates of authority or
by ooe or more Company officers pW'&U8Ilt to a written delegation of authority.
'l1ala Power of Attorney ·JUUi Certificate of Authority is ligned and sealed by facsimile (mechanical or printed) under and by
aaClaority of tb~ following Standing Resol_ution voted by tbe Boards of Directon of TRA VEJ:,ERS CASUALTY AND S1JRETY
a>MPANY OF AMERICA, TRAVELERS CASUALTY AND SURETY COMP.Al'(¥ and FARMINGTON CASUALTY
COMPANY, which Resolution is now in full fotte and effect: . _ . .
VO'IED: That the signature of each of the following officers: P.resident, any Bxecutive Vice President, any Senior Vice President, any Vice
Prelident, any ~t Vice President, any ~, any Assistant ~. and the seal of the Company may be affixed by filcsimile to any
JIC"ftll' of attomei' or to any -~cate relating 1herel:o appointing Resi~ Vice Presidents. Resident Assistant Secretaries or Attorneys-in-Fact for
pmposes only or" executiIJ8 ind attesting bonds and undertakings and other writings obligato,;y in the nature thereof, and any such power of attorney
er .c:ertificate bearing such 'facsimile sign.llt1lre or f'acsmlle seal shall be ·valid and binding upon the Contp,my and any such power so executed and
~ by· such faaimile signature and facsimile-seal shall be valid and binding upon the Company in .the future with respect to any bond or
1IIMb1aking t6 \\bich it is attached, .
( 11.00 Standard)
IN WITNESS WHEREOF, TRAVELERS CASUALTY . ·AND ·SURETY. COMPANY OF AMERICA, TRA VELIRS
°CASUALTY~ SURETY COMPANY and FARMINGTON CASUALTY COMPANY have caused this instrument to be
signed by their Senior Vice President and their corporate seals to be hereto affixed this 1st day of April 2002.
STATE OF CONNECTICUT .
}SS. Hartford
COUNTY OF HARTFORD
TRAVELERS CASUALTY AND SURETY COMPANY OP AMERICA
TRA VELDS CASUALTY AND SURETY COMP ANY
FARMINGTON CASUALTY COMPANY
George W. Thompson
Senior Vice President
On this 1st day of April. 2002 before me personally came Gl!ORG:& W. THOMPSON to me known. who, being by me duly sworn.
did depose and say: that he/she is Senior V,ce ~dent of TRAVELERS CASUALTY AND S1JUTY COMPANY O:W
AMJtRICA, TllAVXJ,J!RS CASUALTY AND SlJllTY·COMPANY and J'A,Im{INGTON CASUALTY COMPANY,~
ooiporat;ions·dcscribed in and which executed the above mstmment; that lle/she knows the seals of said cmporations; that the~
afflxed·to tho said instrument are such corporate seals; ~ that he/she executed the said instrument on behalf of tho COlpQJ8tiom by
authority of his/her office~ the Standing Resolutions thereot
·''
. CERTIFICATE
'r<\.~ e. ~···
My commission expires June 30, 2006 Notary Public
Marie C. Tetreault
I, .the undersigned, Assistant Secretary of TRAVELERS CASUALTY AND SURETY COMPANY OJ' AMDICA,
TllAVD,:ERS CASUALTY AND SURETY COMPANY and ll'ARMINGTON CASUALTY COMPANY~ stock corpomtions of
the State of Connecticut. DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority
remains in full force and has not been revoked; and :furthermore, that the Standing Resolutions of the Boards of Directors. as set
forth in the Certificate of Authority; are now in force.
Signed and Sealed at the Home Office of the Q:>mpany, in the City of Hartford, State of Connecticut Dated this 14th day of
May ,2004 · . . .
...
By~-,u_~
Kort M. Johanson ·
Assistant Secretary, Bond
. . . ·'
IMPORT ANT DISCLOSURE NOTICE OF TERRORISM
INSURANCE COVERAGE
On November 26, 2002, President Bush signed into law the
Terrorism Risk Insurance Act of 2002 (the "Act"). The Act
establishes a short-tenn program under which the Federal
Government will share in the payment of covered losses caused
by certain acts of international.terrorism. We are providing you with
this notice to infonn you of the key features of the Act, and to let
you know what effect, if any, the Act will have on your premium.
Under the Act1 insurers are required to provide coverage for
certain losses caused by international acts of terrorism as defined
in the Act. The Act further provides that the Federal Government
Will pay ·a share of such losses. Specifically, the Federal
Government will pay 90% of the amount of covered losses caused
by certain acts of terrorism which is in excess of Travelers'
statutorily established deductible for that year. The Act also caps
the amount of terrorism-related losses for which the Federal
Government or an insurer can be responsible at
$100,000,000,000.001 provid~ that the insurer has met its
deductible.
Please note that passage of the Act does not result in any change
in coverage under the attached policy or bond (or the policy or
bond being quoted). Please also note that no separate additional
premium charge has been ,riade for the terrorism coverage
required by the Act. The premium charge that is allocable to such
coverage is inseparable from and imbedded in your overall
premium, and is no more than one percent of your premium.
•
•
•
1.
2.
Exhibit "1"
Three Year Extended Warranty
PROJECT DESCRIPTION
A. Owner:
B. Contractor:
C. Supplier:
D. Project Name:
E. Contract No.:
WARRANTY
City of Carlsbad ("City")
Silvia Construction, Inc. ("Contractor")
Vulcan Materials Company, Western Division ("Supplier")
Placement of Asphalt Rubber Hot Mix Pavement Overlay
at Various Locations Throughout the City of Carlsbad
3667-7
A. For valuable consideration, Supplier warrants that the asphalt rubber hot mix
("ARHM") pavement overlay furnished by Supplier for use in and about the above-referenced
work of improvement (the "Project") shall be free from premature failure, unusual degradation
and other defects arising from alleged low binder content in the ARHM, soft aggregate exposure
or improper aggregate degradation or deterioration, for a period of three years from the
recordation of a Notice of Completion on the Project or June 1, 2004, whichever occurs first.
B. Should City and/or City's material testing consultant, Testing Engineers -San
Diego, Inc. ("Testing Engineers"), reasonably determine that the ARHM is failing or
experiencing unusual degradation (i.e., raveling), in excess of ordinary wear and tear, within the
three year warranty period, then City and/or Testing Engineers shall notify Supplier of City's
determination at the address set forth in Paragraph 4.
C. Upon the receipt of City's notification, Supplier shall investigate City's claim and
shall make arrangements to repair or replace the affected areas as soon as practical thereafter.
Supplier shall mobilize, prosecute and complete all warranty/remedial work using Contractor ( or
another duly licensed paving contractor) with reasonable diligence and with a minimum of
interference to City and its residents. All remedial work shall be performed in accordance with
the terms of Contract 3667-7.
3. PERFORMANCE BOND
Supplier, as obligor, shall obtain a Warranty/Performance Bond in the amount of
$200,000.00 from a duly licensed and admitted surety. Said Warranty/Performance Bond shall
designate City and Contractor as joint obligees and shall guarantee Supplier's faithful
performance of the foregoing warranty .
205556.2
I
•
•
4. MISCELLANEOUS
A. Supplier is executing this Warranty as part of a compromise of a disputed claim.
No provision in this Warranty shall be construed or deemed to be evidence of any admission of
fact, matter, thing or liability of any kind. This Warranty shall not be offered or received as
evidence in any proceeding as an admission of any liability or wrongdoing on the part of
Supplier.
B. This Agreement shall be governed by and construed in accordance with the laws
of the State of California.
C. All notices to Supplier under this Agreement must be in writing and shall be
deemed to have been duly given when personally delivered, twenty-four (24) hours after
deposited with a reliable overnight carrier guaranteeing next day delivery, postage prepaid,
addressed as set forth below, or seventy-two (72) hours after mailed by United States certified
mail, return receipt requested, postage prepaid, as follows:
VULCAN MATERIALS COMPANY,
WESTERN DIVISION
3200 San Fernando Road
Los Angeles, California 90065
Attention: Mr. Dan Chapman
Facsimile No: (323) 258-1583
Executed this_ day of April, 2004 at Glendale, California.
VULCAN MATERIALS COMP ANY
WESTERN DIVISION
STATE OF CALIFORNIA )
)
) COUNTY OF LOS ANGELES
On April_, 2004, before me, , Notary Public,
personally appeared , personally known to me
( or proved to me on the basis of satisfactory evidence) to be the person whose name is
subscribed to the within instrument and acknowledged to me that he executed the same in
his authorized capacity, and that by his signature on the instrument the person, or the
entity upon behalf of which the person acted, executed the instrument.
WITNESS my hand and official seal.
2
205556 2
CITY OF CARLSBAD
CONTRACT CHANGE ORDER TRANSMITTAL -C/0 #1
Project: #3667-7, 2003/04 PAVEMENT OVERLAY
Date Routed:
~3 ·
\D / l:!>}03
OCT 2 2 2003
City Engineer
Engineering _Inspection
Finance Director
City Manager/Mayor
Engineering Inspection
Reasons for changes:
Items 1-6: A change in the method of street rehabilitation has been requested
by the City and agreed upon by the Contractor. This improved repair
technique will result in a more durable and long-lasting pavement
section, lessen the closure time for the impacted streets and provide
a significant cost savings to the City. This cost savings will be utilized
to repair and overlay eleven (1 1) additional streets. Even after the ~
additional streets are ad ded to this contract, the City will still realize
an overall cost savings on this contract of $171,433.50.
COST ACCOUNTING :
Original contract amount ................................................................. $2, 149,399.00
Total amount this c/o ...................................................................... ($171,433.50)
Total amount of previous c/o's ....................................................................... $0.00
Total c/o's to date ............................................................................ ($171,433.50 )
New Contract Amount ..................................................................... $1,977,965.50
Total c/o's as % of original contract ............................................................... 8.0%
Contingency monies encumbered ....................................................... $322,410.00
Contingency increase or decrease ................................................................. $0.00
Contingency Subtotal .......................................................................... $322,410.00
Total c/o's to date ............................................................................. ($171,433.50)
Contingency Balance .......................................................................... $322,410.00
CITY OF CARLSBAD
Project: #3667-7, 2003/04 PAVEMENT OVERLAY
CONTRACT CHANGE ORDER NO. 1
CONTRACT NO. 3667-7 P.O. NO. P113164
ACCOUNT NO. 34270009060/36671921
CONTRACTOR: Silvia Construction, Inc.
ADDRESS: 9007 Center Avenue
Rancho Cucamonga, CA 91730
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.
Pursuant to subsection 3-2.2.1 Contract unit prices, fourth paragraph, Standard
Specifications for Public Works Construction, (SSPWC), 2000 edition, perform the
following;
Item 1:
Item 2:
Item 3:
Decrease BID ITEM A-5 (saw-cut, remove and dispose of existing
roadway structural section) by 1,315 cubic yards (CY). This is a cost
decrease of 1,315 CY x $48.50 per CY= $63,777.50.
Decrease to Contract Cost ...................................................... $63, 777 .50
Decrease BID ITEM A-8 (placement of aggregate base) by 1,128 TONS.
This is a cost decrease of 1,128 TONS x $44.00 per TON = $49,632.00.
Decrease to Contract Cost. ..................................................... $49,632.00
Decrease BID ITEM A-9 (asphalt concrete) by 668 TONS. This is a cost
decrease of 668 TONS x $102.50 per TON= $68,470.00.
Decrease to Contract Cost. ..................................................... $68,470.00
#3667-7 2003/04 Pavement Overlay
Change Order No. 1
Page 2 of 3
Item 4:
Item 5:
Decrease BID ITEM A-10 (full depth asphalt patch -12") by 2,237 TONS.
This is a cost decrease of 2,237 TONS x $104.00 per TON =
$232,648.00.
Decrease to Contract Cost. ................................................... $232,648.00
Increase BID ITEM A-11 (asphalt rubber hot mix (ARHM)) by 2,374
TONS. This is a cost increase of 2,374 TONS x $61.00 per TON =
$144,814.00.
Increase to Contract Cost. ................................................... $144,814.00
Pursuant to Subsection 3-2.2.3 Agreed Prices, Standard Specifications for Public
Works Construction (SSPWC), 2000 Edition, perform the following;
Item 6: Construct a 1" thick asphaltic concrete skin patch/leveling coarse as a
repair method on Corte De La Pina, Quebrada Circle, Quebrada Court,
Palenque Street from Anillo Way to Boca Street, Segovia Way from
Estancia Street to Quebrada Circle, a portion of Sunny Hill, and a portion
of Estrella Del Mar. This is a cost increase of 1,170 TONS x $84.00 per
TON = $98,280.00.
Increase to Contract Cost. ..................................................... $98,280.00
#3667-7 2003/04 Pavement Overlay
Change Order No. 1
Page 3 of 3
TOTAL DECREASE TO CONTRACT COST ........................................... ($171,433.50)
TIME FOR COMPLETION OF ALL WORK UNDER THIS CONTRACT SHALL BE
EXTENDED BY FIVE (5) WORKING DAYS AS A RESULT OF THIS CHANGE
ORDER.
RECOMMENDED BY:
c~4-=~k
DEPUTY CITY ENGINEER (DATE}
PL £._ ;,.fi~3
CITY ENGINEER (DATE)
~l~ANCE DIRECTOR
't ~d
DISTRUBUTION:
INSPECTION FILE (ORIGINAL)
PURCHASING
CONTRACTOR
DEPUTY CITY ENGINEER, DESIGN
(DATE)
APPROVED BY:
/!J-/S--cJ's
(DATE)
~~1222003
CITY~~
CITY OF CARLSBAD
San Diego County
California
CONTRACT DOCUMENTS AND
SUPPLEMENTAL PROVISIONS
FOR
204)3/04 Pavement Overlay
Project
CONTRACT NO. 3667-7
PWS03-19ENG
February 18,2003
$3 av Revised 4/22/02 Contrast Ida. 3667-7 Page 1 of 121 Pages
.
. Item
TABLE OF CONTENTS
Pane
Notice Inviting Bids ........................................................................................................................ 6
Contractor’s Proposal .................................................................................................................... 10
Bid Security Form .......................................................................................................................... 17
Bidder’s Bond To Accompany Proposal ....................................................................................... 19
Guide For Completing the “Designation Of Subcontractor and Amount Of Subcontractor’s
Bid Items” and “Designation of Owner Operator/Lessor and Amount Of Owner Operator/Lessor
Work Forms ......................................................................................................................... 21
Designation Of Subcontractor and Amount Of Subcontractor’s Bid Items ................................ 23
Designation Of Owner Operator/Lessor and Amount Of Owner Operator/Lessor Work ............ 24
Bidder‘s Statement Of Financial Responsibility ............................................................................ 25
Bidder‘s Statement Of Technical Ability And Experience ............................................................. 26
Bidder‘s Certificate Of Insurance For General Liability. Employers’ Liability. Automotive - Liability And Workers’ Compensation .......................................................................................... 27
Bidder‘s Statement Of Re Debarment .......................................................................................... 28
Bidder‘s Disclosure Of Discipline Record ......................................................................... 29
Non-Collusion Affidavit To Be Executed By Bidder And Submitted With Bid .............................. 31
Contract Public Works .................................................................................................................. 32
Labor And Materials Bond ............................................................................................................ 38
Faithful PerformanceMlarranty Bond ........................................................................................... 40
Optional Escrow Agreement For Surety Deposits In Lieu Of Retention ...................................... 42
/“-
a Revised 4/22/02 Contract No . 3667-7 Page 2 of 121 Pages
_- SUPPLEMENTAL PROVISIONS
.
.
Part I
Section 1
1-1
1-2
1-3
Section 2
2-3
2-4
2-5
2-9
2-1 0
Section 3
3-2
3-3
3-4
3-5
Section 4
4-1
4-2
Section 5
5- I
5-4
5-6
Section 6
6-1
6-2
6-6
6-7
6-8
6-9
Section 7
7-3
7-4 7-5
7-7
7-8
7-1 0
7-1 3
Section 9
9-1
9-3
General Provisions
Terms. Definitions Abbreviations And Symbols Terms ..................................................................................................................... Definitions .............................................................................................................
Abbreviations ........................................................................................................
Scope And Control Of The Work
Subcontracts .........................................................................................................
Contract Bonds .....................................................................................................
Plans And Specifications ......................................................................................
Authority Of Board And Engineer ......................................................................... Surveying ..............................................................................................................
Changes In Work
Changes Initiated by the Agency ..........................................................................
Extra Work ............................................................................................................
Changed Conditions .............................................................................................
Disputed Work ......................................................................................................
Control Of Materials
Materials And Workmanship .................................................................................
Materials Transportation. Handling and Storage ..................................................
Utilities Location .................................................................................................................
Relocation .............................................................................................................
Cooperation ...........................................................................................................
Prosecution. Progress And Acceptance Of The Work Construction Schedule And Commencement Of Work ........................................
Prosecution Of Work .............................................................................................
Delays And Extensions Of Time ...........................................................................
Time of Completion ...............................................................................................
Completion And Acceptance ................................................................................ Liquidated Damages .............................................................................................
Responsibilities Of The Contractor
Liability Insurance .................................................................................................
Workers' Compensation Insurance ......................................................................
Cooperation and Collateral Work .........................................................................
Project Site Maintenance ..................................................... ; ................................
Public Convenience And Safety ...........................................................................
Permits ..................................................................................................................
Laws To Be Observed ..........................................................................................
Measurement and Payment Measurement Of Quantities For Unit Price Work .................................................
Payment ................................................................................................................
45
45
46
47
47
48
49
53
54
54
55
55
58
59
59
59
60
60
64
65
65
66
66
66
66
66
67
67
67
72
72
72
Revised 4/22/02 Contract No . 3667-7 Page 3 of 121 Pages
Part 2 Construction Materials c
Section 200 Rock Materials 200-2 Untreated Base Materials .....................................................................................
Section 201
201 -1
201-3 201 -8
Concrete. Mortar And Related Materials
Portland Cement Concrete ..................................................................................
Expansion Joint Filler and Joint Sealants ............................................................
Precast Grated Drain Box ....................................................................................
Section 203 Bituminous Materials
203-1 I
203-1 3
. 203-6 Asphalt Concrete ..................................................................................................
Asphalt Rubber Hot Mix (AHRM) Wet Process ....................................................
Asphalt Pavement Crack Sealants .......................................................................
Section 206 Miscellaneous Metal Items 206-7 Traffic Signs ..........................................................................................................
206-8 Light Gage Steel Tubing And Connectors ............................................................
206-9 Portable Changeable Message Sign ....................................................................
Section 209 209-1 General ............................................................... : ..................................................
209-2 Materials And Installation ......................................................................................
209-5 Detectors ...............................................................................................................
Section 21 0 21 0-1 Paint ......................................................................................................................
Signals. Lighting And Electrical Systems
Paint And Protective Coatings
Section 21 2 Landscape And Irrigation Materials 212-1 Landscape Materials .............................................................................................
Section 21 3 Engineering Fabrics 21 3-2 Geosynthetics ......................................................................................................
Section 214 Pavement Markers 214-5 Reflective Pavement Markers ...............................................................................
. .r. .
75
76
78
79
79
80
81
82
84
86
87
91
92
97
98
100
101
a Revised 4/22/02 Contract No . 3667-7 Page 4 of 121 Pages
1 PART 3 Construction Methods
Section 300 Earthwork 300-1 Clearing And Grubbing ........................................................................................
Unclassified Excavation ........................................................................................ 300-2
Section 301
301-1
Treated Soil. Subgrade Preparation And Placement Of Base Materials
Su bg rade Preparation ...........................................................................................
Section 302 Roadway Surfacing 302-5 Asphalt Concrete Pavement .................................................................................
302-1 1 Asphalt Pavement Repairs And Remediation ......................................................
Section 303
303-1 Concrete Structures ..............................................................................................
303-5 Access Ramps, And Driveways ............................................................................
303-6 Stamped Concrete ................................................................................................
Concrete And Masonry Construction .
Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections,
Section 306 Underground Conduit Construction 306-1 Open Trench Operations ......................................................................................
306-5 Abandonment Of Conduits And Structures ..........................................................
Section 308 Landscape And Irrigation Installation
308-1 General ...................................................................................................................
308-2 Earthwork And Topsoil Placement .......................................................................
308-4 Planting .................................................................................................................
308-6 Maintenance And Plant Establishment .................................................................
Guarantee ............................................................................................................. 308-7
Section 310 Painting
31 0-5 Painting Various Surfaces ...................................................................................
31 0-7 Permanent Signing ...............................................................................................
Section 31 2 Pavement Marker Placement And Removal
Placement ............................................................................................................. 31 2-1
Section 31 3
31 3-1
31 3-2
31 3-3
31 3-4
Temporary Traffic Control Devices
Temporary Traffic Pavement Markers ..................................................................
Temporary Railing (Type K) And Crash Cushions .............................................. Temporary Traffic Signing ...................................................................................
Measurement And Payment ..................................................................................
103
103
103
104
104
105
106
106
107
110
110
110
112
115
116
116
117
118
118
119
119
121
@ Revised 4/22/02 Contract No . 3667-7 Page 5 of 121 Pages
CITY OF CARLSBAD, CALIFORNIA
. NOTICE INVITING BIDS
Until 4:OO P.M. on April 15, 2003, the City shall accept sealed bids, clearly marked as such, at the
Faraday Center, 1635 Faraday Avenue, Carlsbad, CA 92008-7314, Attn: Purchasing Officer, by mail,
delivery service or by deposit in the Bid Box located in the first floor lobby, at which time they will be
opened and read, for performing the work as follows: Overlay, roadway reconstruction, curb and
gutter, sidewalk and median reconstruction.
CONTRACT NO. 3667-7
2003104 Pavement Overlav Proiect
This bid and the terms of the Contract Documents and Supplemental Provisions constitute an
irrevocable offer that shall remain valid and in full force for a period of 90 days and such additional
time as may be mutually agreed upon by the City of Carlsbad and the Bidder.
The work shall be performed in strict conformity with the plans and specifications as approved by the
City Council of the City of Carlsbad on file with the {Engineerinn) Department. The specifications for
the work include the Standard Specifications for Public Works Construction, 2000 Edition, and
supplements thereto, all hereinafter designated “SSPWC” as issued by the Southern California
Chapter of the American Public Works Association and as amended by the supplemental provisions
sections of this contract. Reference is hereby made to the plans and specifications for full particulars
and description of the work.
The City of Carlsbad encourages the participation of minority and women-owned businesses.
I
The City of Carlsbad encourages all bidders, suppliers, manufacturers, fabricators and contractors to
utilize recycled and recyclable materials when available, appropriate and approved by the Engineer.
The City of Carlsbad may disqualify a contractor or subcontractor from participating in bidding when a contractor or subcontractor has been debarred by the City of Carlsbad or another jurisdiction in the
State of California as an irresponsible bidder.
No bid will be received unless it is made on a proposal form furnished by the Purchasing
Department. Each bid must be accompanied by security in a form and amount required by law. The
bidder’s security of the second and third next lowest responsive bidders may be withheld until the
Contract has been fully executed. The security submitted by all other unsuccessful bidders shall be
returned to them, or deemed void, within ten (IO) days after the Contract is awarded. Pursuant to the
provisions of law (Public Contract Code section 10263), appropriate securities may be substituted for
any obligation required by this notice or for any monies withheld by the City to ensure performance
under this Contract. section 10263 of the Public Contract Code requires monies or securities to be
deposited with the City or a state or federally chartered bank in California as the escrow agent. The
escrow agent shall maintain insurance to cover negligent acts and omissions of the agent in
connection with the handling of retentions under this section in an amount not less than $100,000
per contract.
The documents which comprise the Bidder’s proposal and that must be completed and properly
executed including notarization where indicated are:
/c
Page 6 of 121 Pages ** % Revised 4/22/02 Contract No. 3667-7
1. 2.
3. 4.
5.
6. 7.
Contractor's Proposal Bidder's Bond
Non-Collusion Affidavit Designation of Subcontractors and Amount of Subcontractor Bid
Designation of Owner Operator/Lessors & Amount of Owner Operator/Lessor Work Bidder's Statement of Financial Responsibility Bidder's Statement of Technical Ability and Experience
8. Acknowledgement of Addendum(a)
9. Certificate of Insurance. The riders covering the City, its officials, employees and volunteers may be omitted at the time of bid submittal but shall be provided by the Bidder prior to award of
this contract.
10.Bidder' s Statement Re Debarment 11 .Bidder's Disclosure Of Discipline Record 12.Escrow Agreement for Security Deposits - (optional, must be completed if the Bidder wishes to use the Escrow Agreement for
Security)
All bids will be compared on the basis of the Engineer's Estimate. The estimated quantities are
approximate and serve solely as a basis for the comparison of bids. The Engineer's Estimate is
$1,860,000.
Except as provided herein a bid submitted to the City by a Contractor who is not licensed as a
contractor pursuant to the Business and Professions Code shall be considered nonresponsive and
shall be rejected by the City. In all contracts where federal funds are involved, no bid submitted shall
be invalidated by the failure of the bidder to be licensed in accordance with California law. Where
federal funds are involved the contractor shall be properly licensed at the time the contract is
awarded. In all other cases the contractor shall state their license number, expiration date and
classification in the proposal, under penalty of perjury. The following classifications are acceptable
for this contract: A, C12, C32.
If the Contractor intends to utilize the escrow agreement included in the contract documents in lieu of
the usual 10% retention from each payment, these documents must be completed and submitted
with the signed contract. The escrow agreement may not be substituted at a later date.
I-
Sets of plans, supplemental provisions, and Contract documents may be obtained at the Cashier's
Counter of the Faraday Center located at 1635 Faraday Avenue, Carlsbad, California 92008-7314,
for a non-refundable fee of $25 per set. If plans and specifications are to be mailed, the cost for
postage should be added.
Any prospective bidder who is in doubt as to the intended meaning of any part of the drawings,
specifications or other contract documents, or finds discrepancies in or omissions from the drawings
and specifications may submit to the Engineer a written request for clarification or correction. Any response will be made only by a written addendum duly issued by the Engineer a copy of which will
be mailed or delivered to each person receiving a set of the contract documents. No oral response
will be made to such inquiry. Prior to the award of the contract, no addition to, modification of
or interpretation of any provision in the contract documents will be given by any agent,
employee or contractor of the City of Carlsbad except as hereinbefore specified. No bidder
may rely on directions given by any agent, employee or contractor of the City of Carlsbad
except as hereinbefore specified.
The City of Carlsbad reserves the right to reject any or all bids and to waive any minor irregularity or
informality in such bids.
The general prevailing rate of wages for each craft or type of worker needed to execute the Contract
shall be those as determined by the Director of Industrial Relations pursuant to the sections 1770,
1773, and 1773.1 of the Labor Code. Pursuant to section 1773.2 of the Labor Code, a current copy
of applicable wage rates is on file in the Office of the City Engineer. The Contractor to whom the
Contract is awarded shall not pay less than the said specified prevailing rates of wages to all workers
e Revised 4/22/02 Contract No. 3667-7 Page 7 of 121 Pages
employed by him or her in the execution of the Contract.
The Prime Contractor shall be responsible for insuring compliance with provisions of section 1777.5
of the Labor Code and section 4100 et seq. of the Public Contracts Code, "Subletting and
Subcontracting Fair Practices Act." The City Engineer is the City's "duly authorized officer" for the
purposes of section 41 07 and 41 07.5.
-
The provisions of Part 7, Chapter 1 , of the Labor Code commencing with section 1720 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, as indicated in this
proposal, times fhe unit price as submitted by the bidder. In case of a discrepancy between words
and figures, the words shall prevail. In case of an error in the extension of a unit price, the corrected
extension shall be calculated and the bids will be computed as indicated above and compared on the
basis of the corrected totals.
All prices must be in ink or typewritten. Changes or corrections may be crossed out and typed or
written in with ink and must be initialed in ink by a person authorized to sign for the Contractor.
Bidders are advised to verify the issuance of all addenda and receipt thereof one day prior to
bidding. Submission of bids without acknowledgment of addenda may be cause of rejection of bid.
The Contractor shall provide bonds to secure faithful performance and warranty of the work in an
amount equal to one hundred percent (100%) of the Contract price on this project. The Contractor
shall provide bonds to secure payment of laborers and materials suppliers, in an amount equal to:
1) One hundred percent (100%) of the total amount payable by the terms of the contract when the total amount payable does not exceed five million dollars ($5,000,000).
2) Fifty percent (50%) of the total amount payable by the terms of the contract when the total amount payable is not less than five million dollars ($5,000,000) and does not exceed ten million
dollars ($1 0,000,000).
3) Twenty-five percent (25%) of the total amount payable by the terms of the contract if the contract exceeds ten million dollars ($1 0,000,000).
These bonds shall be kept in full force and effect during the course of this project, and shall extend in
full force and effect and be retained by the City until they are released as stated in the Supplemental
Provisions section of this contract. All bonds are to be placed with a surety insurance carrier
admitted and authorized to transact the business of insurance in California and whose assets exceed
their liabilities in an amount equal to or in excess of the amount of the bond. The bonds are to be
accompanied by the following documents:
I) An original, or a certified copy, of the unrevoked appointment, power of attorney, by laws, or other instrument entitling or authorizing the person who executed the bond to do so.
2) A certified copy of the certificate of authority of the insurer issued by the insurance commissioner.
If the bid is accepted, the City may require copies of the insurer's most recent annual statement and
quarterly statement filed with the Department of Insurance pursuant to Article 10 (commencing with
section 900) of Chapter 1 of Part 2 of Division 1 of the Insurance Code, within 10 calendar days of
the insurer's receipt of a request to submit the statements.
Insurance is to be placed with insurers that:
1) Have a rating in the most recent Best's Key Rating Guide of at' least A-:V
2) Are admitted and authorized to transact the business of insurance in the State of California by the Insurance Commissioner.
Auto policies offered to meet the specification of this contract must:
Page 8 of 121 Pages .. . Revised 4/22/02 Contract No. 3667-7 ..
1) Meet the conditions stated above for all insurance companies.
2) Cover anv vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether scheduled or non-scheduled. The auto insurance certificate
must state the coverage is for "any auto" and cannot be limited in any manner.
-
Workers' compensation insurance required under this contract must be offered by a company
meeting the above standards with the exception that the Best's rating condition is waived. The City
does accept policies issued by the State Compensation Fund meeting the requirement for workers'
compensation insurance.
The Contractor shall be required to maintain insurance as specified in the Contract. Any additional
cost of said insurance shall be included in the bid price.
The award of the contract by the City Council is contingent upon the Contractor submitting the
required bonds and insurance, as described in the contract, within twenty days of bid opening. If the
Contractor fails to comply with these requirements, the City may award the contract to the second or
third lowest bidder and the bid security of the lowest bidder may be forfeited.
The prime contractor and all subcontractors are required to have and maintain a valid City of
Carlsbad Business License for the duration of the contract.
Approved by the City Council of the City of Carlsbad, California, by Resolution No. 2003-049,
adopted on the 18'h day of February, 2003.
- L/&b /d3 &-* k4
Date Deputy City Clerk
e Revised 4/22/02 Contract No. 3667-7 Page 9 of 121 Pages
CITY OF CARLSBAD
CONTRACT NO. 3667-7
2003104 Pavement OVERLAY-
CONTRACTOR'S PROPOSAL
City Council
City of Carlsbad
1200 Carlsbad Village Drive
Carlsbad, California 92008
The undersigned declares heishe has carefully examined the location of the work, read the Notice
Inviting Bids, examined the Plans, Specifications, Supplemental Provisions and addenda thereto,
and hereby proposes to furnish all labor, materials, equipment, transportation, and services required
to do all the work to complete Contract No. 3667-7 in accordance with the Plans, Specifications,
Supplemental Provisions and addenda thereto and that he/she will take in full payment therefor the
following unit prices for each item complete, to wit:
Schedule A
c_ Item - No.
A- 1
A-2
A-3
A4
A-5
A-6 -
Approximate
Quantity Unit Gl
1 LS
Ddllars (Lump Sum)
25,000 LF
fi'L)a f%-dYw-
Dollars per Linear Foot
2275 CY
Remove and Replace Unsuitable . , 1120 CY
120 f:++-Ly Dollars per Cubic Yard
If-7-7-
Total
27"
72 6' q?, 6LJ4 '
$3 Revised 4/22/02 Contract No. 3667-7 Revised per Addendum No. 2 Page 10 of 121 Pages
Approximate
Quantity
and Unit
Item
_. No.
A-7
Unit - Price DescriDtion - Total
3400 SY
2.890 TONS A-8
1 Jb , d f’ A-9 1,510 TONS
dn?d, nb &w@+- -
Dollars per Cubic Yard
P20 - A-1 0
.&bcd - -w+- Dollars per Ton c3 0 1 %bo- &.-- A-1 1 Asphalt Rubber Hot Mix (ARHM) 12.200 TONS
,78 ,- A-1 2 Cold Milling 5’Width at
Dollars per Linear Foot
45,000 LF sed & #./L&Lw- -
A-I 3 6,600 LF
092.””
I
A-14 1,400LF
rd* Dollars per Linear foot br & 5,400SF
Dollars per Square Foot
Full Raise of Sewer & Stormdrain 52 EA A-1 6
A-17 Full Raise of Valve Boxes, Monument I MEA a?-
4-
Revised 4/22/02 Contract No. 3667-7 Revised per Addendum No. 1 Page 11 of 121 Pages
Approximate Item Quantity - No. Description and Unit
Unit f-
A-1 8 3-
A-1 9 Traffic Signal
Dollars Each
II Blue Fire Hydrant Ma 35 EA
lY fs,YL &?-e+
Dollars Each
A-22 Paint 4" White Lane Line per Caltrans 15,100 LF
Dollars per Linear Foot
A-23 Paint 4' Double-Yellow Centerline per 1,670 LF
I Dollars 6er Linear Foot
A-24 Paint 8 White Channelizing Line per 2.240 LF
---Stt3a &&+ Dollars per Linear Foot
A-25 Paint 6" White Bike Lane Line per 14,065 LF
D &k-
Dollars per Linear Foot
A-26 Paint 6" White Bike Lane Intersection 2,300 LF
11 I Dollars'pef Linear Foot
5.0
100 LF
M/,'ne z&.ft* Dolrars per Linear Foot
t A-28 Paint 12" White Limit Line- 345 LF
rl w Dollars$%Linear Foot
*% b Revised 4/22/02 Contract No. 3667-7 Revised per Addendum No. 1 Page 12 of 121 Pages
,. _- item - No. Description
Approximate
Quantity Unit
and Unit Pn'ce - Total
755 LF /. Lo la ab"- A-29
A-30 Paint "BIKE LANE Pavement Legend 18 EA 53.
1- /do LW4-A- Dollais Each
A-31 Paint "SIGNAL AHEAD' Pavement
A-32 Paint "STOP AHEAD" Pavement
Dollars Each
12 EA
1EA
a 36. €2.Q >xu--
a --
03
13EA %--+03 c / 0'79" A-33 Paint "STOP" Pavement Legend -
Dollars Each .
A-34 Paint "35" Pavement Legend - 1EA -7q.y" 744"
,-
A-35 Paint Caltrans Pavement Arrow (TYDes I. 28 EA
A-36 Paint Median N e rb Yellow at m P*cjY, d L4bh125 LF
U I I. -. -
dl0 L&%2-- Dollars per Linear Foot
525 LF
A-38 Remove and Replace Concrete Cross 2.385 SF
I
Dollars Fer Square Foot
a tp Revised 4/22/02 Contract No. 3667-7 Revised per Addendum No. 1 Page 13 of 121 Pages
a0 7- - A-39 Remove and Replace Concrete 1040 SF L
Dollars per Squake Foot
A40
A41
A-42
A-4 3
Remove and Replace Concrete 1550 SF
2 EACH
- Dollars per Each
Stamped 5LLh-L
do /L+h+2-- Dollars per Square Foot
L 9 F."
7,"O
A44 90-day Landscape Maintenance 1 LS $3,000.00 $3,000.00 Stipulated at
Three Thousand Dollars
A-45
Dollars (Lump Sum) f La.""
0 Q-0
A46 4" PVC drain line in crushed rock blanket 170 LF 57. - 46CJQ*
%-= Dollar6 per Linear Foot
60
Dollars per Linear Foot
-
<$ Revised 4/22/02 Contract No. 3667-7 Revised per Addendum No. 1 Page 14a of 121 - Pages
Schedule B - La Costa Avenge Sidewalks
Approximate
Item Quantity Unit
_. No. DescriDtion and Unit - Price
706 B-1 Clear and Grub (including remove Trees 1 LS
L;A-%d--- 5L -
(6A+ a-K cc_
t- -6 Dollars (Lump Sum) /L/o
20 .6p B-2 Remove and dispose of Existing 25 SF
4<&' dd Dollars pdr Sqdare Foot
8-3 Remove and Replace Water Meter Box 1EA
J
- Total
1 60 I u
Total amount of bid for Schedule "B" in numbers: $ 1
Schedule C - El Camino Real Medians
Approximate
Item Quantity Unit
C-1 g-0 - No. DescriDtion and Unit Price Total 276 ID 9% Sawcut and Remove existing AC 4410 SF /
Dlllars per)Square Fo@
Median Curb at 890 LF bd 7o S9L3f
-
280 LF
*-
Revised 4/22/02 Contract No. 3667-7 Revised per Addendum No. 1 Page 14b of 121
Pages
C-4 ,/-
c-5
C-6
c-7
C-8
c-9
c-I 0
1670 SF
4rf &-
Dollars pbr Square Foot
70 TONS 96-““ h7ada0
00‘ L-
3 Dollars per Ton /-3agz” - 1030 LF
/ Dollars per hear Foot
03 /’ 560 * Median Paving, colored, stamped concret av’ng at 1320 LF
.g??eiGe- &CW d 1
Total amount of bid for Schedule “C” in numbers: $ 23, f22.-0
Total amount if bid in numbers including Schedule “A, “B and “C” in numbers: $ a/ I 4/ 437 ; 4.
The basis of award will be the sum of Schedule “A, “B” and “C“.
_. The City of Carlsbad reserves the right to delete Bid Schedules B and/or C without penalty or change in the price of the remaining bid items. OPENED, WITNESSED AND RECOr-’“
e= DATE SIGNATURE k# Revised 4/22/02 Contract No. 3667-7 Revised per Addendum No. 1 Page 14c of 121
Pages
i
Price(sj given above are firm for 90 days after date of bid opening. .i
Addendum(a) No(s). 1,2
proposa 1.
hadhave been received and islare included in this
The Undersigned has carefully checked all of the above figures and understands that the City will not
be responsible for any error or omission on the part of the Undersigned in preparing this bid.
The Undersigned agrees that in case of default in executing the required Contract with necessary
bonds and insurance policies within twenty (20) days from the date of award of Contract by the City
Council of the City of Carlsbad, the City may administratively authorize award of the contract to the
second or third lowest bidder and the bid security of the lowest bidder may be forfeited.
The Undersigned bidder declares, under penalty of perjury, that the undersigned is licensed to do
business or act in the capacity of a contractor within the State of California, validly licensed under
license number 568194 , classification A which expires on
MAY 31, 2003 , and that this statement is true and correct and has the legal effect of
an affidavit.
A bid submitted to the City by a Contractor who is not licensed as a contractor pursuant to the
Business and Professions Code shall be considered nonresponsive and shall be rejected by the City
§ 7028.15(e). In all contracts where federal funds are involved, no bid submitted shall be invalidated
by the failure of the bidder to be licensed in accordance with California law. However, at the time
the contract is awarded, the contractor shall be properly licensed. Public Contract Code 5 20104.
The Undersigned bidder hereby represents as follows:
1. That no Council member, officer agent, or employee of the City of Carlsbad is personally
interested, directly or indirectly, in this Contract, or the compensation to be paid hereunder; that no
representation, oral or in writing, of the City Council, its officers, agents, or employees has inducted
him/her to enter into this Contract, excepting only those contained in this form of Contract and the
papers made a part hereof by its terms; and
2. That this bid is made without connection with any person, firm, or corporation making a bid for the
same work, and is in all respects fair and without collusion or fraud.
I
.-
I)! I
I i
Accompanying this proposal is
Cashier's Check) for ten percent (1 0%) of the amount bid.
BIDDER'S BOND (Cash, Certified Check, Bond or
The Undersigned is aware of the provisions of section 3700 of the Labor Code which requires every
employer to be insured against liability for workers' compensation or to undertake self-insurance in
accordance with the provisions of that code, and agrees to comply with such provisions before
commencing the performance of the work of this Contract and continue to comply until the contract is
complete.
The Undersigned is aware of the provisions of the Labor Code, Part 7, Chapter 1, Article 2, relative
to the general prevailing rate of wages for each craft or type of worker needed to execute the
Contract and agrees to comply with its provisions.
@ Revised 4/22/02 Contract No. 3667-7 Page 15 of 121 Pages
License Detail
California Home
IClassl 1- IAI
Page 1 of 2
Monday, April 28,2003
Description
EARTHWORK AND PAVING
GENERAL ENGINEERING CONTRACTOR^
License Detail CALIFORNIA CONTRACTORS STATE LICENSE BOARD
Contractor License # 5681 94
DISCLAIMER
A license status check provides information taken from the CSLB license data base.
Before relying on this information, you should be aware of the following limitations:
CSLB complaint disclosure is restricted by law (B&P7124.6). If this entity is
subject to public complaint disclosure, an icon will appear below. Click on the
icon to obtain additional complaint information.
Per B&P 7071.17, only construction related civil judgments known to the CSLB
are disclosed.
Arbitrations are not listed unless the contractor fails to comply with the terms of
the arbitration.
Due to workload, there may be relevant information that has not yet been entered
onto the Board's license data base.
Extract Date: 04/28/2003
* * * Business Information * * *
SlLVlA CONSTRUCTION INC
9007 CENTER AVE
Business Phone Number: (909) 481 -81 18
Entity: Corporation
Issue Date: 05/15/1989 Expire Date: 05/31/2003
* * * License Status * * *
RANCHO CUCAMONGA, CA 91 730-531 1
This license is current and active. All information below should be reviewed.
* * * Classifications * * *
* * * Bonding Information * * *
CONTRACTOR'S BOND: This license filed Contractor's Bond number 372236 in the
amount of $7,500 with the bonding company
GREAT AMERICAN INSURANCE COMPANY.
4/28/2003
.-
License Detail Page 2 of 2
Effective Date: 07/01/1994
Contractor's Bondina Histog
BOND OF QUALIFYING INDIVIDUAL(1): The Responsible Managing Officer (RMO) BENJAMIN BLAIR DAY certified that he/she owns 10 percent or more of the voting
stocWequity of the corporation. A bond of qualifying individual is not required.
Effective Date: 07/12/1990
BOND OF QUALIFYING INDIVIDUAL(2): The Responsible Managing Officer (RMO)
JOSEPH WAYNE SlLVlA certified that he/she owns 10 percent or more of the voting
stocWequity of the corporation. A bond of qualifying individual is not required.
Effective Date: 05/15/1989
* * * Workers Compensation Information * * *
This license has workers compensation insurance with the
STATE COMPENSATION INSURANCE FUND
Policy Number: 1578590 Effective Date: 07/03/2000 Expire Date: 07/03/2003
Workers Compensation History
Personnel listed on this license (current or disassociated) are listed on other
licenses.
Personnel List Other Licenses
License NumbxReqgest Contractor Name Request Personnel Name Request
Salesperson Request Salesperson Name Request
0 2002 State of California. Gray Davis, Governor. Conditions of Use Privacy Policy
4/28/2003
Personnel List Page 1 of 1
California Home Monday, April 28, 2003
Contractor License ## 5681 94
Click on the person's name to see a more detailed page of information on that person.
Association Disassociation Class More
Name Title Date Date Class
BENJAMAN BLAIR DAY RMO/T 05/15/1989 A More
05/11/2001 FRANK NORMAN VICE
______ DUDLEY - PRESIDENT
JOSEPH WAYNE SlLVlA RMO/P 05/15/1989
SECRETARY 07/12/1990 JOHN ALAN
NOTARDONATO
SECRETARY 05/11/2001 CLAIRE RENA
___ MANCHESTER-WAMEL - __ _______ - __
C12 More
04/27/1995
-
License Num b.eL.Request Contractor Name Request Personnel Name Request
Salesperson Request Salesperson NamgRequesJ
0 2002 State of California. Gray Davis, Governor. Conditions ot Use Privacy Policy
http ://w ww 2. c slb. c a. gov/CSLB-LIBRARY/Personnel+Li s t. asp?LicNum=5 68 1 94 4/28/2003
IF A SOLE OWNER OR SOLE CONTRACTOR SIGN HERE:
City and State RANCHO CUCAMCNGA,
(5) Zip Code 91730-5311 Telephone
I
CA
No. (909) 481-8118
I
(I) Name under which business is conducted N/A
(2) Signature (given and surname) of proprietor
(3) Place of Business N/A
N/A
(Street and Number)
City and State N/A
(4) Zip Code N/A Telephone No. N/A
IF A PARTNERSHIP, SIGN HERE:
(I) Name under which business is conducted N/A
(2) Signature (given and surname and character of partner) (Note: Signature must be made by a
general partner) N/A
N/A
(3) Place of Business N/A
(Street and Number)
City and State N/A
(4) Zip Code N/A Telephone No. N/A
IF A CORPORATION, SIGN HERE:
(1 ) Name under which business is conducted SILVIA CONSTRUCTION, INC .
Impress Corporate Seal here
(3) Incorporated under the laws of the State of CALIFORNIA
(4) Place of Business 9007 CENTER AVENUE
(Street and Number)
a Revised 4/22/02 Cohtract No. 3667-7 I Page 16 of 121 Pages
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
STATE OF CALIFORNIA
COUNTY OF SAN BERNARDINO
On APRIL 24.2003, before me, TRICIA CONNOLLY, NOTARY PUBLIC personally
appeared FRANK DUDLEY. VICE PRESIDENT proved to me on the basis of satisfactory
evidence to be the person whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrume nt
the person, or the entity upon behalf of which the person acted, executed the instrument.
WITNESS my hand and official seal.
Though the data below is not required by law, it may prove valuable to persons relying on the
document and could prevent fkaudulent reattachment of this form.
DESCRIPTION OF ATTACHED DOCUMENT
DATE OF DOCUMENT 0 PAGENUMBER
CAPACITY CLAIMED BY SIGNER
INDIVIDUAL
PARTNER
CORPORATE OFFICER VICE PRESIDENT
ATTORNEY IN FACT
TRUSTEE
GUARDIAN OR CONSERVATOR
Other
TITLE
Signer is Representing: SILVIA CONSTRUCTION. INC.
NAME OF PERSON(S) OR ENTITY@)
NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE
ATTACHED
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:
JOSEPH W. SILVIA, PRESIDENT
FRANK DUDLEY, VICE PRESIDENT
CLAIRE R. MANCHESTER-WAMEL, SECRETARY
BENJAMIN B. DAY, TREASURER
Revised 4/22/02 Contract No. 3667-7
\
Page 17 of 121 Pages
BID SECURITY FORM
(Check to Accompany Bid)
CONTRACT NO. 3667-7
2003/04 Pavement OVERLAY
(NOTE: The following form shall be used if check accompanies bid.)
Accompanying this proposal is a *Certified *Cashiers check payable to the order of CITY OF
CARLSBAD, in the sum of N/A
dollars ($ h this amount being ten percent (10%) of the total amount of the bid. The proceeds of this check shall
become the property of the City provided this proposal shall be accepted by the City through action of
its legally constituted contracting authorities and the undersigned shall fail to execute a contract and
furnish the required Performance, Warranty and Payment Bonds and proof of insurance coverage
within the stipulated time; otherwise, the check shall be returned to the undersigned. The proceeds of
this check shall also become the property of the City if the undersigned shall withdraw his or'her bid
within the period of fifteen (15) days after the date set for the opening thereof, unless otherwise
required by law, and notwithstanding the award of the contract to another bidder.
BIDDER
*Delete the inapplicable word.
(NOTE: If the Bidder desires to use a bond instead of check, the Bid Bond form on the following pages shall be executed--the sum of this bond shall be not less than ten percent (10%) of the total amount of the bid.)
Revised 4/22/02 Contract No. 3667-7 Page 18 of 121 Pages
BOND 08560291
* .PREMIUM NIL
BIDDER'S BOND TO ACCOMPANY PROPOSAL
CONTRACT NO. 3667-7
2003104 Pavement OVERLAY
KNOW ALL PERSONS BY THESE PRESENTS:
Thatwe, SILVIA CONSTRUCTION, INC. , as Printzipat; and COMPANY OF MARYLAND I as Swety are held and firmly bound unto the Crty of Carlsbad, California, in an amount as follows;
(must be at least ten percent (10%) of the bid amount) TEN PERCENT OF AMOUNT BID for which
payment, well and truly made, we bind ourselves. our heirs, executors and administrators,
successors or assigns, jointly and severally, firmly by these presents.
FIDELITY AND DEPOSIT
THE CONDtTlON OF THE FOREGOING OBLIGATION IS SUCH that if the proposal of the above-
' bounden Principal for:
Contract No. 3667-7
2003/04 Pavement Ovarlay
in the City of Carlsbad, is accepted by the City Council, and if the Principal 'shall duly enter into and
execute a Contract including required bonds and insurance policies ,within twenty (20) days from the
date of award of Contract by the City CounGil of the City of Cadsbad, being duly notified of said
and effeqt, and the amount specified herein shall be forfeited to the said City.
I award, then this obligation shall become null and void; othennrfse, It shall be and remaln in full force
.. ... ... ... ... ... ... ... ... ... ...
I.. .., ... . .,. ... ... < ... ...
...
,--- ... -..
Y In the event Principal mkcuted this bo.nd as an individual, It Is agreed that the death of Principal shall
not exonerate the Surely from its obligations under this bond.
Executed by PRINCIPAL this lOTH day of APRIL ,2003 .
PRINCIPAL:
SILVIA COSTRUCTION, INC.
(print name here)
VICE PRESIDENT
(Tie and Organization of Signatory)
By: -.
(sign hare)
CLAIRER.MA"ESTER-W~ .
(print name here)
CORPORATE SERETARY
(title and organization of signatory)
Executed by SURE'IY this lOTH day of APRIL -- ,20%.
SURETY:
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
(name of Surety)
(address of Surety)
225 S. LAKE AVE., SUITE 700,
PASADENA, CA 91101
(626) 792-2311
DAVID L. CULBERTSON (printed name of Attomey-in:Fact)
(Attach corporate resolution showing current power of attorney.)
(Proper notarial acknowledgment of execution by PRINCIPAL and SURETY must be attached.)
(President or vice-president and secretary or assistant secretary must sign for corporatlons. If only one officer signs, the corporation must attach a resolution certified by the secretary or assistant
secretary under corporate seal empowering that offher to bind the corporation.)
APPROVE5 AS TO FORM: RONMD R. BALL
City Attorney
Deputy City Attorney ByY
Company Profile Page 1 of 2
Company Profile
FIDELITY AND DEPOSIT COMPANY OF
MARYLAND
1400 AMERICAN LANE, 19TH FLOOR TOWER 1
SCHUAMBURG, IL 60196-1056
800-382-2150
Agent for Service of Process
ANDREW K. PLAIIT, CORPORATE CENTER 225 SOUTH LAKE AVE SUITE 700 PASADENA,
Unable to Locate the Agent for Service of Process?
CA 91 101-0000
Reference Information
c
NAIC #: 39306
NAIC Group #: 0212
California Company ID #: 2479-4
Date authorized in California:
License Status: UNLIMITED-NORMAL
Company Type: Property & Casualty
State of Domicile: MARYLAND
January 01, 1982
f-
Lines of Insurance Authorized to Transact
The company is authorized to transact business within these lines of insurance. For an explanation of
any of these terms, please refer to the glossary.
AIRCRAFT
AUTOMOBILE
BOILER AND MACHINERY
BURGLARY
CREDIT
FIRE
LIABILITY
MARINE
MISCELLANEOUS
httn-lllhn 88 7.n9 M/nln/wii cn nmf/irlh cn nrnf iitl vet cn nrnf?n F.llkh3.17 4/28/2001
Company Profile Page 2 of 2
PLATE GLASS
SPRINKLER
SURETY
TEAM AND VEHICLE
WORKERS' COMPENSATION
Company Complaint Information
Company Enforcement Action Documents
Company Performance & Comparison Data
Composite Complaint Studies
Want More?
Help Me Find a Company Representative in My Area
Financial Rating Organizations
Last Revised - April 10,2003 0250 PM Copyright 0 California Department of Insurance Disclaimer
http://160.8 8.209.44/pls/wu~co~prof/idb~co~prof~utl .get-co-prof?p-EID=62 17 4/28/2003
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
STATE OF CALIFORNIA
COUNTY OF SAN BERNARDINO
On APRIL 24,2003, before me, TRICIA CONNOLLY. NOTARY PUBLIC personally
appeared FRANK DUDLEY, VICE PRESIDENT proved to me on the basis of satisfactory
evidence to be the person whose name is subscribed to the within instrument and acknowledged to
me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person acted, executed the instrume nt.
WlTNESS my hand and official seal.
Though the data below is not required by law, it may prove valuable to persons relying on the
document and could prevent fraudulent reattachment of this form.
DESCRIPTION OF ATTACHED DOCUMENT
TITLE OR TYPE OF DOCUMENT
NUMBER OF PAGES % DATE OF DOCUMENT
CAPACITY CLAIMED BY SIGNER
3 7 XI
7 7 71 71
INDIVIDUAL
PARTNER
CORPORATE OFFICER VICE PRESIDENT
ATTORNEY IN FACT
TRUSTEE
GUARDIAN OR CONSERVATOR
TITLE
Other
Signer is Representing: SILVIA CONSTRUCTION, INC.
NAME OF PERSON(S) OR ENTITY( S)
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
~0/0/~~,~I.~.~~0.~~,~~/0~/./~/0.0..0~~~0,0~0~~/./0,0~.~/.~~~/~0,~0~/~/~~~..0.~~00,~~0~~~/00.~~.~.~./0/~/~/ I
4 I
a 4 a a B
4 a 1 COUNTY OF SAN BERNARDINO
$ a I On APRIL 24.2003, before me, TRICIA CONNOLLY. NOTARY PUBLIC personally appeared 1
5 CLAIRE R MANCHESTER-WAMEL. SECRETARY, personally know to me to be the person { $
1
d STATE OF CALIFORNIA t
whose name is subscribed to the within instrument and acknowledged to me that she executed the 5 same in her authorized capacity, and that by her signature on the instrument the person, or the entity
$ upon behalf of which the person acted, executed the instrument. I I $ WITNESS my hand and official seal.
B I NUMBER OF PAGES DATEOFDOCUMENT I 6
0 0
IXI 0
0 0
CAPACITY CLAIMED BY SIGNER
INDIVIDUAL
PARTNER
CORPORATE OFFICER CORPORATE SECRETARY
ATTORNEY IN FACT
TRUSTEE
GUARDIAN OR CONSERVATOR
Other
TITLE
Signer is Representing: SILWA CONSTRUCTION. INC.
NAME OF PERSON(S) OR EN"ITY(S)
T
-
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
COUNTY OF ORANGE
On 4/10/03 before me, LEXIE SHEWOOD - NOTARY PUBLIC
personally appeared DAVID L. CULBERTSON persc
known to me to be the person whose name is subscribed t
within instrument and acknowledged to me that he execute
same in his authorized capacity, and that by his signature (
instrument the person or the entity upon behalf of whic
person acted, executed the instrument.
OPTIONRL
Though the data below is not required by law, it may prove valuable to
relying on the document and could prevent fraudulent reattachment of this fon
DESCRIPTION OF ATTACHED LXXUMENT
BID BOND
TITLE OR l'YPE OF
OF PAGES 2 aAllE OF 4/10/03
CAPACITY CLAIMED BY SIGNER
0 INDIVIDUAL CORPORATE OFFICER
TITLE (S)
0 PARTNER(S) (XI ATTORNEY-IN-FACT 0 TRUSTEE (S)
OTHER:
SIGNER 1s REPRESENTING: FIDELITY AND DEPOSIT COMPANY OF MARYLAND
NAME OF PERSON(S) OR ENTITY(S1
r- Power of Attorney
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
HOME OmcE. BALTIMORE. MD
KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the
StapofMqland,ly c. M. PECOT, JR. ,Vice-President.and C- W. ROBBINS I Aslllstant Secretary, m pursucmce of authonty granted by Article VI, Section 2, of the By-Laws of said Company, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, does hereby nominate.
constituteandappoint David L. Culbertson of An
ltetrue and lawfulagent and Attorney-in-Fact, to make, ex
m, Calqgnia ..........................
d-Qyand on its behalf as surety, and as its act and deed:
fi
any and all bonds and undertaking
, shall be as bmding upon said Company, as fully
The r id Assitant secretary net forth on the reverse side hereof is a true copy of Article VI,
ANY OF MARYLAND, this 15th day of
POSIT COMPANY OF MARYLAND
,-
Onthis 15th dayof Augu s t , A.D. 1990 , before the subscriber a , a Notary Public of the State of
Maryland, in and for the City of Baltimore, duly commissioned and qualSed, came the above-named Vice-president and Assistant
secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, to me personally known to be the individuals and officers
described in and who executed the precedii instrument, and they each acknowledged the execution of the me, and beiig by
me duly sworn, severally and each for himself depoeeth and saith, that they are the said officers of the Company aforesaid, and
that the seal affiied to the precedii instrument is the Corporate Seal of said Company, and that the said Corporate Seal and their
signatures as& &i were duly affixed and snbsclibed to the said instrument by the authority and direction ofthe said Corporation.
IN TESTIMONY WHEREOF, I have hereunto set my hand and affiied my Officii Seal, at the City of Baltimore, the day and
year fiit above written.
CERTIFICATE
I, the undersigned, Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that
the original Power of Attorney of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this
certificate; and I do further certify that the Vice-president who executed the said Power of Attorney was one of the additional Vice-
Presidents specially authorized by the Board of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of
the By-Laws of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. Thii Certificate may be signed by faceimile under and by authority of the following resolution of the Board of Directors of the
FIDELITY AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 16th day of July, 1%9.
RESOLVED: “That the facaimiie or mechanically reproduced signature of any Assistant Secretary of the Company, whether made
heretofore or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid
and bind= upon the Company with the same force and effect as though manually affixed.”
.- IN TESTIMONY WHEREOF, I have hereuuto eubscnbed ‘ my name and affiied the corporate seal of the said Company. this day of APRIL , 2003
012-4 150
EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND
“Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice-President, or any of the Senior Vice-
Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power,
by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice-Residents, Assistant
Vice-presidents and Attorneys-in-Fact as the business of the Company may require, or to authorize any person or persons to execute
on behalf of the Company any bonds, undertakings, reco~,onizances, stipulations, policies, contracts, agreements, deeds, and releases
and assignments of judgements, decrees, morg~~es and instruments in the nature of mortgages,. . .and to affix the seal of the Company
thereto.”
1
,
i
I
i
GUIDE FOR COMPLETING
THE "DESIGNATION OF SUBCONTRACTOR AND
AMOUNT OF SUBCONTRACTORS BID ITEMS"
AND
"DESIGNATION OF OWNER OPERATOWLESSOR AND
AMOUNT OF OWNER OPERATOWLESSOR WORK" FORMS
REFERENCES Prior to preparation of the following Subcontractor and Owner Operator/Lessor
disclosure forms Bidders are urged to review the definitions in section 1-2 of the SSPWC and of the
Supplemental Provisions to this Contract especially, "Bid", ~ "Bidder", "Contract", "Contractor",
"Contract Price", "Contract Unit Price", "Engineer", "Subcontractor" and "Work" and the definitions in
section 1-2 of the Supplemental Provisions especially "Own Organization" and "Owner
Operator/Lessor." Bidders are further urged to review sections 2-3 SUBCONTRACTS of the
SSPWC and section 2-3.1 of these Supplemental Provisions.
CAUTIONS These forms will be used by the Agency to determine the percentage of work that the
Bidder proposes to perform. Bidders are cautioned that failure to provide complete and correct
information may result in rejection of the bid as non-responsive. Any bid that proposes performance
of more than 50 percent of the work by subcontractors or owner operator/lessors or otherwise to be
performed by forces other than the Bidder's own organization will be rejected as non-responsive.
Specialty items of work that may be so designated by the Engineer on the "Contractor's Proposal"
are not included in computing the percentage of work proposed to be performed by the Bidder.
INSTRUCTIONS The Bidder shall set forth the name and location of business of each and every
subcontractor or Owner OperatorlLessor who the Bidder proposes to perform work or labor or render
service in or about the work or improvement, and every subcontractor or Owner Operator/Lessor
licensed as a contractor by the State of California who the Bidder proposes to specially fabricate and
install any portion of the work or improvement according to detailed drawings contained in the plans
and specifications in excess of one-half of one percent (0.5%) of the Bidder's total bid or ten
thousand dollars ($1 0,000) whichever is greater. Said name(s) and location(s) of business of
subcontractor(s) shall be set forth and included as an integral part of the bid offer.
Bidder shall use separate disclosure forms for each Subcontractor or Owner OperatodLessor of
manpower and equipment that it proposes to use to complete the Work. Additional copies of the
forms .must be attached if required to accommodate the Contractor's decision to use more than one
Subcontractor or Owner OperatorlLessor. All items of information must be completely filled out. These forms must be submitted as a part of the Bidder's sealed bid. Failure to provide complete and
correct information may result in rejection of the bid as non-responsive.
Neither the amount, in dollars, of work performed by the Bidder's own forces (as Contractor) nor the
Bidder's overhead and profit for subcontracted items of the work is included to compute the
percentage of the work performed by Subcontractors or Owner Operators/Lessors.
When the Bidder proposes that any bid item will installed by a Subcontractor or Owner
OperatorlLessor the amount, in dollars, of the bid item installed by each Subcontractor or Owner
Operator/ Lessor must be entered under the columns "Amount of Subcontracted Bid Item including
Subcontractor's Overhead & Profit" or 'I Amount of Owner Operator/Lessor Bid Item Including Owner
Operator/Lessor's Overhead & Profit " unless the dollar amount of all work performed by any
Subcontractor or Owner Operator/Lessor is iess than one-half of one percent (0.5%) of the Bidder's
total bid or ten thousand dollars ($10,000) whichever is greater. If a Subcontractor or Owner
Operator/Lessor installs or constructs any portion of a bid item the entire amount of the Contract Unit
Price, less the Bidder's overhead and profit, shall be multiplied by the Quantity of the bid item that the
Subcontractor or Owner Operator/Lessor installs to compute the amount of work so installed.
@ Revised 4/22/02 Contract No. 3667-7 Page 21 of 121 Pages
Suppliers of materials from sources outside the limits of work are not subcontractors. The value of
materials and transport of materials from sources outside the limits of work, as shown on the plans,
shall be assigned to the Contractor, the Subcontractor, or the Owner OperatodLessor, as the case
may be, that the Bidder proposes as installer of said materials. The value of material incorporated in
any Subcontractor or Owner Operator/Lessor installed bid item that is supplied by the Bidder shall be
included as a part of the work that the Bidder proposes to be performed by the Subcontractor or
Owner Operator/Lessor installing said item.
The item number from the "CONTRACTOR'S PROPOSAL" (Bid Sheets) shall be entered in the "Bid
Item No." column.
When a Subcontractor or Owner Operator/Lessor has a Carlsbad business license the number must
be entered on the form. If the Subcontractor does not have a valid business license enter "NONE in
the appropriate space.
Bidders shall make any additional copies of the disclosure forms as may be necessary to provide the
required information. The page number and total number of additional form pages shall be entered in
the location provided on each type of form so duplicated.
When the Bidder proposes using a subcontractor or owner operator/Lessor to construct or install less
than 100 percent of a bid item the Bidder shall attach an explanation sheet to the designation of
subcontractor or designation of Owner Operator/Lessor forms as applicable. The explanation sheet
shall be provided by the Contractor to clearly apprise the Agency of the specific facts that show the
Bidder proposes to perform no less than fifty percent (50%) of the work with its own forces.
Determination of the subcontract and Owner Operator/Lessor amounts for purposes of award of the
contract shall determined by the City Council in conformance with the provisions of the contract
documents and the Supplemental Provisions. The decision of the City Council shall be final.
Revised 4/22/02 Contract No. 3667-7 Page 22 of 121 Pages
i !
I
DESIGNATION OF SUBCONTRACTOR AND
AMOUNT OF SUBCONTRACTOR'S BID ITEMS
2003/04 Pavement OVERLAY
CONTRACT NO. 3667-7
The Bidder certifies that it has used the sub-bid of the following listed subcontractor in preparing this bid for the Work and that the listed subcontractor will be used to perform the portions of the Work as designated in the list in accordance with applicable provisions of the specifications and section 4100 et seq. of the Public Contracts Code "Subletting and Subcontracting Fair Practices Act." The Bidder further certifies that no additional subcontractor will be allowed to perform any portion of the Work in excess of than one-half of one percent (0.5%) of the Bidder's total bid or ten thousand dollars ($10,000) whichever is greater and except upon the prior approval of
Full Company Name of Subcontractor:
Subcontractor's Location of Business Street Address 1
City State Zip
*Subcontractor's Telephone Number including Area Code: (
*Subcontractor's California State Contractors License No. and Classification: dg ?#/
*Subcontractor's Carlsbad Business License No.:
SUBCONTRACTOR'S BID ITEMS* SUBCONTRACTOR'S BID ITEMS*
I1 IS I Explanation: Column 1 - Bid Item No. from the bid proposal, pages NN through NN, inclusive. Column 2 - The dollar amount of the Item to be performed by the Subcontractor. Column 3 - The dollar amount of the item to be performed by Contractor's own forces. Column 4 - The dollar amount of the Contractor's overhead and profit for work done by both the Contractor's and the Subcontractor's forces on the item. Total dollar amount of Columns 2, 3, and 4 must be equal to the dollar amount in the bid price of the item on bid proposal pages NN through NN, inclusive. 4- b!
Page /' of fl pages of this Subcontractor Designation form
I
i I
* Pursuant to section 4104 (a)(2)(A) California Public Contract Code, receipt of the portions of the information preceded by an asterisk
required on this document may be submitted by the Bidder up to 24 hours after the deadline for submitting bids contained in the "Notice Inviting Bids." @ Revised .4/22/02 Contract No. 3667-7 Page 23 of 121 Pages
I
$
$
$
$
$
DESIGNATION OF SUBCONTRACTOR AND
$ $
$ $
$ $
$ $
$ $
I
I -1 ,
AMOUNT OF SUBCONTRACTOR'S BID ITEMS
2003/04 Pavement OVERLAY
CONTRACT NO. 3667-7
The Bidder certifies that it has used the sub-bid of the following listed subcontractor in preparing this bid for the Work and that the listed subcontractor will be used to perform the portions of the Work as designated in the list in accordance with applicable provisions of the specifications and section 41 00 et seq. of the Public Contracts Code "Subletting and Subcontracting Fair Practices Act." The Bidder further certifies that no additional subcontractor will be allowed to perform any portion of the Work in excess of than one-half of one percent (0.5%) of the Bidder's total bid or ten thousand dollars ($10,000) whichever is greater and that no changes in the subcontractors listed work will be made except upon the prior approval of the Agency.
Full Company Name of Subcontractor: kff <).[&
6 Subcontractor's Location of Business /5)/fl 2 de/.
Zip
Street Address
State
l4.t /eq%c.f
City
*Subcontractor's Telephone Number including Area Code: 472 } - 3-77
*Subcontractor's California State Contractors License No. and Classification: 775%5'?0
*Subcontractor's Carlsbad Business License No.:
SUBCONTRACTOR'S BID ITEMS*
Page -2 of ';ages of this Subcontractor Designation form
* Pursuant to section 4104 (aXZ)(A) California Public Contract Code, receipt of the portions of the information preceded by an asterisk
required on this document may be submitted by the Bidder up to 24 hours afler the deadline for submitting bids contained in the "Notice
Inviting Bids."
Contract No. 3667-7 Page 23 of 121 Pages
I
f
DESIGNATION OF SUBCONTRACTOR AND
AMOUNT OF SUBCONTRACTOR’S BID ITEMS
2003/04 Pavement OVERLAY
CONTRACT NO. 3667-7
The Bidder certifies that it has used the sub-bid of the following listed subcontractor in preparing this bid for the Work and that the listed subcontractor will be used to perform the portions of the Work as designated in the list in accordance with applicable provisions of the specifications and section 4100 et seq. of the Public Contracts Code “Subletting and Subcontracting Fair Practices Act.” The Bidder further certifies that no additional subcontractor will be allowed to perform any portion of the Work in excess of than one-half of one percent (0.5%) of the Bidder’s total bid or ten thousand dollars ($10,000) whichever is greater and that no changes in the subcontractors listed work will be made except upon the prior approval of the Agency.
Full Company Name of Subcontractor:
Subcontractor’s Location of Business
&IS I f56--?&3&70 / 33k 3rd-
Zip m State
*Subcontractor’s Telephone Number including Area Code: (
*Subcontractor’s California State Contractors License No. and Classification: 7?/&33
*Subcontractor’s Carlsbad Business License No.:
SUBCONTRACTOR’S BID ITEMS*
Explanation: Column 1 - Bid Item No. from the bid proposal, pages NN through NN, inclusive. Column 2 - The dollar amount of the item to be performed by the Subcontractor. Column 3 - The dollar amount of the item to be performed by Contractor’s own forces. Column 4 - The dollar amount of the Contractor’s overhead and profit for work done by both the Contractor’s and the Subcontractor’s forces on the item. Total dollar amount of Columns 2, 3, and 4 must be equal to the dollar amount in the bid price of the item on bid proposal pages NN through NN, inclusive.
-8
pages of this Subcontractor Designation form 2. Page 1 of
!
* Pursuant to section 4104 (a)(2)(A) California Public Contract Code, receipt of the portions of the information preceded by an asterisk
required on this document may be submitted by the Bidder up to 24 hours afler the deadline for submitting bids contained in the “Notice Inviting Bids.” @ Revised .4/22/02 Contract No. 3667-7 Page 23 of 121 Pages
DESIGNATION OF SUBCONTRACTOR AND
AMOUNT OF SUBCONTRACTOR'S BID ITEMS
2 0 03/04 Pavement OVERLAY
CONTRACT NO. 3667-7
The Bidder certifies that it has used the sub-bid of the following listed subcontractor in preparing this bid for the Work and that the listed subcontractor will be used to perform the portions of the Work as designated in the list in accordance with applicable provisions of the specifications and section 41 00 et seq. of the Public Contracts Code "Subletting and Subcontracting Fair Practices Act." The Bidder further certifies that no additional subcontractor will be allowed to perform any portion of the Work in excess of than one-half of one percent (0.5%) of the Bidder's total bid or ten thousand dollars ($10,000) whichever is greater and that no changes in the subcontractors listed work will be made
except upon the prior approval of the Agency. n / 1' c,
Full Company Name of Subcontractor:
Subcontractor's Location of Business Street Address
*Subcontractor's
*Subcontractor's
*Subcontractor's
City State Zip
Telephone Number including Area Code: ( 1 -
California State Contractors License No. and Classification:
Carlsbad Business License No.:
SUBCONTRACTOR'S BID ITEMS*
Explanation: Column 1 - Bid Item No. from the bid proposal, pages NN through NN, inclusive. Column 2 - The dollar amount of the item to be performed by the Subcontractor. Column 3 - The dollar amount of the item to be performed by Contractor's own forces. Column 4 - The dollar amount of the Contractor's overhead and profit for work done by both the Contractor's and the Subcontractor's forces on the item. Total dollar amount of Columns 2, 3, and 4 must be equal to the dollar amount in the bid price of the item on bid proposal pages NN through NN, inclusive.
9
Page 4 of $ $es of this Subcontractor Designation form
* Pursuant to section 4104 (a)(Z)(A) California Public Contract Code, receipt of the portions of the information preceded by an asterisk
required on this document may be submitted by the Bidder up to 24 hours after the deadline for submitting bids contained in the "Notice
Inviting Bids." G Revised .4/22/02 Contract No. 3667-7 Page 23 of 121 Pages
DESIGNATION OF SUBCONTRACTOR AND
AMOUNT OF SUBCONTRACTOR'S BID ITEMS
2003/04 Pavement OVERLAY
CONTRACT NO. 3667-7
The Bidder certifies that it has used the sub-bid of the following listed subcontractor in preparing this bid for the Work and that the listed subcontractor will be used to perform the portions of the Work as designated in the list in accordance with applicable provisions of the specifications and section 4100 et seq. of the Public Contracts Code "Subletting and Subcontracting Fair Practices Act." The Bidder further certifies that no additional subcontractor will be allowed to perform any portion of the Work in excess of than one-half of one percent (0.5%) of the Bidder's total bid or ten thousand dollars ($10,000) whichever is greater and that no changes in the subcontractors listed work will be made
except upon the prior approval of the Agency. A /1
Full Company Name of Subcontractor: W
Subcontractor's Location of Business
Street Address
City State Zip
*Subcontractor's Telephone Number including Area Code: ( 1 -
*Subcontractor's California State Contractors License No. and Classification:
*Subcontractor's Carlsbad Business License No.:
i
Explanation: Column 1 - Bid Item No. from the bid DroDosal, paaes NN through NN. inclusive. Column 2 - The dollar amount of the iiem to be pe;formed by the Subcontractor. Column 3 - The dollar amount of the item to be performed by Contractor's own forces. Column 4 - The dollar amount of the Contractor's overhead and profit for work done by both the Contractor's and the Subcontractor's forces on the item. Total dollar amount of Columns 2, 3, and 4 mu+$ be equal to the dollar amount in the bid price of the item on bid proposal pages NN through NN, inclusive.
*
w
Page 9 of $' pages of this Subcontractor Designation form
* Pursuant to section 4104 (a)(Z)(A) California Public Contract Code, receipt of the portions of the information preceded by an asterisk
required on this document may be submitted by the Bidder up to 24 hours afler the deadline for submitting bids contained in the "Notice Inviting Bids."
Revised .4422/02 Contract No. 3667-7 Page 23 of 121 Pages
I
i
I
DESIGNATION OF SUBCONTRACTOR AND
AMOUNT OF SUBCONTRACTOR'S BID ITEMS
2003/04 Pavement OVERLAY
CONTRACT NO. 3667-7
The Bidder certifies that it has used the sub-bid of the following listed subcontractor in preparing this bid for the Work and that the listed subcontractor will be used to perform the portions of the Work as
designated in the list in accordance with applicable provisions of the specifications and section 4100 et seq. of the Public Contracts Code "Subletting and Subcontracting Fair Practices Act." The Bidder further certifies that no additional subcontractor will be allowed to perform any portion of the Work in excess of than one-half of one percent (0.5%) of the Bidder's total bid or ten thousand dollars
($10,000) whichever is greater and that no changes in the subcontractors listed work will be made except upon the prior approval of the Agency. Glh c
Full Company Name of Subcontractor: 9Lcr GI Ac
*Subcontractor's Telephone Number including Area Code: 7P+ ) w2...7> Ye=% *Subcontractor's California State Contractors License No. and Classification:
*Subcontractor's Carlsbad Business License No.:
SUBCONTRACTOR'S BID ITEMS*
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
$ $ $
Explanation: Column 1 - Bid Item No. from the bid proposal, pages NN through NN, inclusive. Column 2 - The dollar amount of the item to be performed by the Subcontractor. Column 3 - The dollar amount of the item to be performed by Contractor's own forces. Column 4 - The dollar amount of the Contractor's overhead and profit for work done by both the Contractor's and the Subcontractor's forces on the item. Total dollar amount of Columns 2, 3, and 4 must be equal to the dollar amount in the bid price of the item on bid proposal pages NN through NN, inch 'v
*
2d. J @B
Page of pages of this Subcontractor Designation form
* Pursuant to section 4104 (a)(2)(A) California Public Contract Code, receipt of the portions of the information preceded by an asterisk
required on this document may be submitted by the Bidder up to 24 hours afler the deadline for submitting bids contained in the "Notice
Inviting Bids." @ Revised .4122/02 Contract No. 3667-7 Page 23 of 121 Pages
DESIGNATION OF OWNER OPERATOR/LESSOR AND
AMOUNT OF OWNER OPERATORILESSOR WORK
2003/04 Pavement OVERLAY
CONTRACT NO. 3667-7
The Bidder certifies that it has used the sub-bid of the following listed Owner OperatorlLessor in preparing this bid for the Work and that the listed Owner Operator/Lessor will be used to perform the
portions of the Work as designated in the list in accordance with applicable provisions of the specifications and section 41 00 et seq. of the Public Contracts Code "Subletting and Subcontracting Fair Practices Act." The Bidder further certifies that no additional Owner Operator/Lessor will be allowed to perform any portion of the Work in excess of than one-half of one percent (0.5%) of the Bidder's total bid or ten thousand dollars ($10,000) whichever is greater and that no changes in the Owner Operator/Lessors listed work will be made except upon the prior approval of the Agency.
Full Owner Operator/Lessor Name:
Owner Operator/Lessor Location of Business Street Address
City State Zip
*Owner OperatorlLessor Telephone Number including Area Code: ( 1 -
*Owner Operator/Lessor City of Carlsbad Business License No.:
OWNER OPERATOWLESSOR WORK ITEMS
Explanation: Column 1 - Bid Item No. from the bid proposal, pages NN through NN, inclusive. Column 2 - The dollar amount of the item to be performed by the Owner OperatorlLessor. Column 3 - The dollar amount of the item to be performed by Contractor's own forces. Column 4 - The dollar amount of the Contractor's overhead and profit for work done by both the Contractor's and the Owner OperatodLessor's forces on the item. Total dollar amount of Columns 2, 3, and 4 must be equal to the dollar amount in the bid price of the item on bid proposal pages NN through NN, inclusive.
Page of pages of this Owner Operator/Lessor form
* Pursuant to section 4104 (a)(2)(A) California Public Contract Code, receipt of the portions of the information preceded by an asterisk
required on this document may be submitted by the Bidder up to 24 hours after the deadline for submitting bids contained in the "Notice
Inviting Bids."
Revised 4/22/02 Contract No. 3667-7 Page 24 of 121 Pages
I
BIDDER'S STATEMENT OF FINANCIAL RESPONSIBILITY
(To Accompany Proposal)
2003/04 Pavement OVERLAY
CONTRACT NO. 3667-7
Copies of the latest Annual Report, audited financial statements or Balance Sheets may be
submitted under separate cover marked CONFIDENTIAL.
SEE ATTACHED
e Revised 4/22/02 Contract No. 3667-7 Page 25 of 121 Pages
Balance Sheet
SILVIA CONSTRUCTION, INC.
4/23/2003
For Dec, 2002
Assets
CURRENT ASSETS
PETTY CASH
PFF PETTY CASH
PAINE WEBBER CD
OMNI CHECKING
RETENTIONS-THOUSAND OAKS
CASH- MARKET ACCOUNT
-1 , 018.72
4 , 432.68
24 , 536.34
15 , 107.73
477,314.03
5 , 687.76
Total TOTAL CASH 526,059.82
ACCOUNTS RECEIVABLE
RETENTIONS RECEIVABLE
2,349 , 050.24
982,981.14
Total TOTAL ACCOUNTS RECEIVABLE 3,332,031.38
UNBILLED WORK IN PROGRESS 27 , 888.00
Total TOTAL UNBILLED WIP 27 , 888.00
EMPLOYEE ADVANCES
CURRENT PORTION NOTE REC.
-‘PEPAID FRANCHISE TAX
1 , 081.90
5,568.54
881.00
Total TOTAL PREPAID EXPENSES 7 , 531.44
INVENTORY 12 , 822.80
Total TOTAL INVENTORY 12 , 822.80
Total CURRENT ASSETS 3,906,333.44
NET FIXED ASSETS
VEHICLES
FURNITURE & FIXTURES
CENTER ST. OFFICE /YARD
MACHINERY & EQUIPMENT
Total FIXED ASSETS
ACCUMULATED DE PREC IATION
Total NET FIXED ASSETS
OTHER ASSETS
,-NOTE RECE IVABLE /DSA TRUCKS
WE RECEIVABLE/DSA
dSS CURRENT PORTION/NOTE REC.
417,395.97
186,766.71
0.16
3,376,494.45
3,980,657.29
-3,110,982.00
Page 1
4/23/03 10: 45
Company: LO
869,675.29
2,362.93
171,521.51
-5 , 475.65
SECURITY DEPOSIT 339.28
I
dTHER DEPOSITS
Balance Sheet
SILVIA CONSTRUCTION, INC.
4/23/2003
For Dec, 2002
Assets
223.17
Total DEPOSITS 562.45
ORGANIZATION COSTS 3,778.86
ACCUMULATED AMMORTIZATION -3 , 778.86
Total NET ORGANIZATION COSTS
Total OTHER ASSETS
NOTES RECEIVABLE/CURRENT
PREPAID INSURANCE
Total Assets
Liabilities and Equity
TOTAL LIABILITIES
:COUNTS PAYABLE
RETENTIONS PAYABLE
ACCRUED INSURANCE
2,691,640.89
145 , 093.28
0.00
Total TOTAL ACCOUNTS PAYABLE 2,836,734.17
ACCRUED SALES TAX
ACCRUED 401 BENEFITS
13,890.00
6,553.03
Total ACCRUED EXPENSES 20 , 443.03
FEDERAL WITHHOLDING TAXES
FICA (SOCIAL SECURITY)
STATE WITHHOLDING TAXES
SDI/SUI
FUI (FEDERAL UNEMPLOYMENT)
FEDERAL PAYROLL DEPOSITS
STATE PAYROLL DEPOSITS
FUTA DEPOSITS
UNION PAYABLE-LABORERS
UNION PAYABLE-OTHERS
UNION PAYABLE-OPERATORS
GARNISHMENT PAYABLE
190,822.85
230,967.40
61,179.57
6,442.59
972.48
-413,089.13
-64,609.05
-454.38
13,063.64
7,666.66
33,358.43
1,199.67
Total PAYABLE WITHHOLDING 67 , 520.73
_c
dILLINGS IN EXCESS OF COSTS 145,358.00
-92.89
162,405.64
5,107,292.72
--------I- -----------
0.00
Page 2
4/23/03 10:45
Company: LO
168,971.24
Total BILLINGS IN EXCESS OF COSTS 145,358.00
Balance Sheet
SILVIA CONSTRUCTION, INC.
4/23/2003
For Dec, 2002
I
Liabilities and Equity
d0TE S PAYABLE -CURRENT 301,843.00
CREDIT LINE
Total CURRENT NOTES PAYABLE
DEFERRED TAXES
Total DEFERRED EXPENSES
Total CURRENT LIABILITIES
N/P OMNI/DODGE
N/P OMNI BANK/98 CHEVROLET
N/P OMNI/1998 EXPEDITION
N/P OMNI BANK - BACKHOE
N/P OMNI/ NEW PLANT
N/P OMNI DSA TRUCK
N/P OMNI/MISC.
N/P THE ASSOCIATES
N/P ONNI/ DSA TRUCK
N/P (LEASE) G.E. CAPITOL
N/P LEASE/YUKON
2000 FORD 350/GE LEASE
NOTE PAYAELE/BEN DAY
-YSS CURRENT PORTION
1999 SILVERADO/OMNI BANK
Total LONG TERM LIABILITIES
Total TOTAL LIABILITIES
STOCKHOLDER'S EQUITY
TOTAL STOCKHOLDER' S EQUITY
COMMON STOCK
Total PAID IN CAPITOL
RETAINED EARNINGS
PRIOR YEAR RETAINED EARNINGS
S. CORP DISTRIBUTIONS
Total RETAINED EARNINGS
Total TOTAL STOCKHOLDER'S EQUITY
Total Liabilities and Equity
0.00
301,843.00
0.00
0.00
3,371,898.93
0.00
2 , 716.75
0.00
1,318.13
47,768.46
0.00
4,298.03
80 , 760.14
89 , 121.78
4,298.03
27 , 405.28
24,591.81
21,204.67
392,840.04
-301,843.00
394,480.32
300,100.00
300,100.00
27 , 909.96
1,060,816.31
-47,912.80
1,040,813.47
Page 3
4/23/03 10:45
Company: LO
3,766,379.25
1,340,913.47
5,107,292.72 -________-- -__-__---I
BIDDER'S STATEMENT OF
TECHNICAL ABILITY AND EXPERIENCE
(To Accompany Proposal)
2003/04 Pavement OVERLAY
CONTRACT NO. 3667-7
The Bidder is required to state what work of a similar character to that included in the proposed
Contract helshe has successfully performed and give references, with telephone numbers, which will
enable the City to judge hidher responsibility, experience and skill. An attachment can be used.
I
e Revised 4/22/02 Contract No. 3667-7 Page 26 of 121 Pages
COMPLETED PROJECTS
- 'R0JEC-T
NAMEIOWNER
COWLaAcT DATE
AMOUNT COMPLETED
Ci ofSIn Gabriel $ 554,79250 March, 2003
425 South Mission Drive
San Gabriel, CA 9 1776 02-03 Millennium Miles PH IJ, St Improvements on Various, C.C.#2002-03
(714) 973-2263 (714) 973-2263 Fax Kamran Sader
Ci of Bell Gardens S 264,338.00 March, 2003
7100 Garfield Avenue
Street Resurfacing (60029501)
(562) 806-7700 (626) 806-7720 Fax
Bell Gardens, CA 90201-3253
City of Lake Forest $888,144.54
23161 Lake Center Drive, Suite 100 Lake Forest, CA 92630
(949) 461-3400 (949) 461-3512 Fax Gene Foster 2001-2002 Street Resurfking Improvements
March, 2003
Ci of Burbank s 362$36.00 March, 2003
301 E. Olive Avenue
Burbank, CA 91502
2002 G.F. Street Improvements Project N. 11 16
(818) 238-5466 BNCX Fag
1444 West Garvey Avenue West Covina CA 91793
Street Rehabilitation Project (SPO2111)
(626) 814-8433
-
By ofWest Covina $1,979,340.07 March, 2003
(626) 8 14-8477 Fax
La Angeles County, Dept. Public Works S 605,32518
900 South Fremont Avenue
Alhambra, CA 91803 La Cienega-RDC0015702
City of Ingkwood $ 547,669.02
One W. Manchester Boulevard
2002 Street Resurfacing Project
Inglwd, CA 90301-1750
(310) 412-5333 (310) 412-5552 F~x
March, 2003
March, 2003
City of Rancho Cucamonga $ 222,660.00 March, 2003
10500 Civic Center Drive
Rancho Cucamcmga, CA 9 17329 Etiwanda Avenue Grade Crossing Improvements at the BNSF and SCRRA Railroad Crossings
(909) 477-2700 (909) 477-2849 Fax Richard J. Oaxaca
JOB DESCRIPTION
cold mil1,AC pave,level&base, f, curb&gutter, driveway app, ramps,
gutter plates,mot prune, barriers,manholes,
striping, loops, detecton, T.C.
C/P, ARHM, R&R AC, backlill, sluny backfill,R&R(sidewdk, drive app.,ramp.
curb,gutter,x-gutter,v%utter,alley int speed
hump)manholes,slripmg,loops,signage,
survey.
cold mill, R&R AC overlay, crack seal, manholes, water valve, survey Mont.,
monitoring well, loops, striping, x-gutta
excavation, Mk slough wall, relocate st. sign
CMB, Cold Milling, ARHM, Curb&Gutter, Sidewalk, Driveway, Manholes, Water
Valves, Thermo-Striping, Marker&Reflector
R&R, AC Pave,ARHM,UP,R&R Cmmete,
Ramps, R&R (Sidewalk, CZG,) Manholes
Survey Momunents, Loops, Striping,Legend Backfill, Slurry, T.C. Nitework
BMPS, ARHM, Unclass. Ex, Concrete,
Slurry Backfill, curb&Gutter, x-Gutter,
T-Mac,C/P, C.M.B., manhole^, Striping &
Markmg, LoopqTree Removal
Survey,Subgrade,Agg.Fbse, Slmy backfill, AC Pave.,C/P,Heater Remix,
R&R sidewalk, dgutter, AlleyfApp, DrivelApp., Manholes,Loops,R&RTree
Traffic Control
ClearBtGrub,ExclFill,C/P, AC, Condt R&R Trees, R-K-Rail, Mail Box, Signs,
Water Meter, Boulders, Cobblestones, Sidewalk, Catch Basin, Headwal1,Fence:
Barricade, Grade Drive, Sewer Cleanout
Manholes,Stnbin& Mar- Parking
Stops, Curb&Gutter,DrivdApp,X~~
CAB.,Step Waterlhe,Traf Control, Rail
Insurance.
rc -'e of Lpwd S 419,789.00 March, 2003
11330 Bullis Rod Lynwood,CA 90262
Street Improvements, Maiposa Lane, Cedar Avenue, Cortland Avenue and Louise Avenue
(3 10) 603-0220 Elias Saikaly, Engineering Associate
References
Paglc 2
PROJECT
YAMElOWNER I
CONrRAcr DATE AMOUNT COMPLETED - TYPE
Ci of Santa Monica $ 248$29.00 February, 2003
1685 Main Street
Santa Monica, CA 90401
2001/02 Federal Street Improvements, #1889
(310) 458-8732 (3 1) 3934425 Fax Alan shetb, Project Manager
Los Angeks County $ 10%183.56 November, 2002
Department of hblk Works
900 South Fremont Avenue Alhambra,CA 91803
Gladestone Street Resmhcing-Citrus Avenue to Cerritos Avenue (RDC0013669)
0
B.M.P.3, ARHM, C/P, Concrete, Loops
Manholes, T.C.
Ci ofMonrovia $ 80446.20 November ,2002 Heater Remix, CR, AC Overlay, Tmcb
415 W. Ivy Avenue
Monrovia, CA 9 10 16-2888
2001/2002 street Resurfacm gProgram (C2901)
(626) 932-5573 (626) 359-8507 FAX
City of Westlake Village S 2%,749.00 November, 2002 AC Pave,ARHM,CR,R&R(Curb&Gutte
3 1200 Oak Crest Drive X-gutter) Manholes, W.V.’s, Joint Filler
Westlake Village, CA 9 136 1-4643 Striping, Markers, T.C.
Lindm Canyon Road Street Repaidoverlay STPL 543 l(003)
(818) 706-1613 (818) 706-1391 F~x John Knipe, City Engineer
By of Rancbo Cucamonga s 3549405.80 November ,2002 ARHM, C/P, Manholes, Water/Gas
10500 civic Center Drive
Rancho Cucamonga, CA 91729 Local Street Pavement Rehabilitationloverlay
(909) 477-2700 (909) 477-2849 F~x Richard J. Oaxaca, Engineer Technician
Patch, Manholes, W.V’s, Loops, R&R( CurbcQGutter, Sidewalk, Ramps, Curb
Drain, Monuments), Striping, T.C.
Jed Rizk, PE. Senior Civil Engineer
valves, Water Meters, Traffic Control
Ci of Rancho Cucamonga $ 313,174.00 November, 2002 Clear & Grub, Unclass Exca., CAB, C/P
10500 Civic Center Drive ARHM, AC Pave,Oveday, Manholes, W.V.,
Rancho Cucamonga, CA 91730 Pullboxes,(R&R CUrbBtGutter, Sidewalk
Arrow Route Pavement Rehabilitation-Grove to Baker Drive App.,Ramps, cobbiestaw, Rock Wall
(909) 477-2740 (909) 477-2746 Fax Richard Jay, Public Works Inspec. MSilboxe~,Sew~~ Cleanouts, T~s, Land- Scape,) Striping, Markers, Signage. T.C.
Phya Phase I Commercial Land Company, LLC S5,545,280.38
12555 W. Jef€erson Boulevard, Suite 200
Los Angel-, CA 90066
Ptaya Vi-Entertainment Media Technology Development Street Improvement
(310) 822-0074
City of Ontario $ 384,175.00 September 20,2002 Clear&Gnh, Cold Mill, AC Rem.
303 East ‘73’’ Street ARHM, ARAM, AC Base Course,CAB,
Ontario, CA 91764-4196 Curb&Gutter,Sldewak, DriveApprua&
Folrrth street Pavement Rehabilitation, Contract No. 0102-02 Sp~deral,X-gutb,R&R Tm,ManholeS
(909) 395-2129 (909) 395-2070 FAX Bill Bram Thermo. Strip & Markers, Loops,Wata Valves
-Goaaty of Orange s 300*00 September 20,2002
0 Civic Center Plaza
Smta Ana, CA 92701-4014
Asphalt Overlay Resurhing/Slurry Seal-Craig Regional Park
(714) 567-6253 (714) 567-6340 Fax Robert Witting
coma DATE TYPE AMOUNT COMPLETED -
City of Montebeb S 432,816.00 September 15,2002 AC, ARHM, Cold Milling,
1600 West Beverly Boulevard Montebello, CA 90640
Street Resurfacing Program (0202)
Bus Pads
(213) 887-1467 (213) 887-1410 FAX
City of Cerritos S 142368.46
18125 Bloom field Avenue
Street Improvements-Commerce and Distribution (1380) (562) 916-1229 (562) 916-121 1 Fax Erin Alvarez
CaritOS, CA 90703-3 130
July 16,2002
ci of cerritos 465337.00 July 16,2002
I8 125 Bloom field Avenue
195*. Street Rehab. From Shoemaker Avenue to Bloomfield Avenue-STPL-5325(010) (1326)
(562) 916-1229 (562) 916-1211 F~x Frank Gonzales
Cerritos, CA 90703-3130
City of Oxnard S 877,199.27 July 01,2002
305 West Third Street
Oxnard,CA 93030 Oxnard shores Neighborhood Resurfhcing Project PWO2-21
(805) 385-7860 (805) 385-7833 Fax Matthew G. Winegar
-%y ofsOath Pasadena S 178,883.80 June 30,2002
.414 Mission Street
SouthPasadeaa,CA 91030 Street Resmfacing-Stoney Dr., Bonita Dr. and Oneonta Dr. (626) 403-7240 (626) Fax James R Van Winkle
City of Orange $ 434n7.00
300 E. Chapman Avenue
&ange,CA 92866
2001/02 TCRF Street Rehabilitation, Phase 2 (714) 744-5569 Alan Tmg
Ci of Orange S 531m00 300 E. Chapman Avenue Chnge,CA 92866
2001/02 TCRF Street Rehabilitation, Phase 1
(714) 744-5569 Alan Tmong
City of Camrrillo S1,971,895.60
601 Carmen Drive
Camarillo, CA 93010
2001/2002 Annual Overlay Program, S-01-5
(805) 388-5345 (805) 388-5387 Fax Sonny Murill0
City of Rancho Cucamonga s ~sw.00
10500 Civic Center Drive
beline Road Pavement Rehabilitation ---Rancho Cu~am~nga, CA 9 1730
(909) 477-2700 (909) Richardoaxaca
June 30,2002
June 30,2002
June 30,2002
June 30,2002 UP, Pave, ARHM
Completed Projects
-4
PROJECT
’ -VAMEN)WNER
CONTRACr DATE
AMOUNT COMPLETED JOB DEscRmTION
City of La Alamitos S 524,16293 May 30,2002
3 19 1 Katella Avenue Los Almitos, CA 90720-2335 North Old Town-East Street Rehabilitation, CIPO1/02-07 (562) 431-3538 (562) 439-1255 Fax Michael Kim
city OfIngkwd Sub Contractor For:
Sequel Contractors, Inc.
12240 Woodruff Avenue Downey,CA 90241
2001 street Improvements
(562) 803-5881
$370,000.00 Completed
Mitchell Ward
353,081.34 Completed City of La Verne
Sub Contractor For:
AH American Asphalt 400 E. Sixth Street, P.O. Box 2229
Rehabilitation of White Avenue-From Foothill to @ Street (909) 736-4671 Dennis Jones
Corona, CA 92878-2229
Riverside Coanty s 3%6&3.53 om2
Construction Inspection
-950 Washington Street
hvexside,CA 92504 serfas Club Drive, Corona Drive to County Line
(909) 955-6885 (909) 276-9648 F~x Thomas Rafferty
Los Angela County, PuW Works S 336,765.59 04/02
900 So. Fremont Avenue
AIhambra,CA 91802 Olive Street # RDC00 13560 (626) 458-5 100 FrankLancaster
Vista Pointe Home Owners Associntion S 422,000.00 03/(n
24352 Din0 Court
Cahbasas, CA 91302 Calabwis Vista Point
(8 18) John Tredent
ci of calrbasu, s 569,734.00 03/02
26 I35 Murau Road
Calabasas, CA 9 1302-3 I72 Annual Street Overlay, Summer 2001-Federal Funded boject Spec #01-02-01
(8 18) 878-4242
City of Hemet $2,642233.00 03/02
445 East Florida Avenue
Hemet,CA 92543 -2000-2001 Street Rehabilhtion City Project No. 5399
109) 765-2348 (909) 765-2385 F~x Art Hernandez
Son Bernrrdiao Coanty
Sub Contractor For: E. L. Yeager Construction Company, Inc. 1995 Aqua Mans Road, P.O. Box 87
RiwprFiA- PA 09<03 [or)<)\ /;llA-<?M
Completed
Heater Remix
Heater Remix
ARHM
ARHM
Excavation, Cold Milling, Crack
Seal, Chss II Base.
Heater Remk
Completed Projects
-5
PROJECT
-YAME/OWNER
CONTRAcr
AMOUNT
City of Rancho Cucamwga 10500 Civic Center Drive
Rancho Cucamanga, CA 9 1730
Amethyst Street - Pavement Rehab. (01 186)
S 258,000.00
(909) 477-2700 (909)
Ci ofHuntington Beach S 426,256.40
2000 Main street
Huntington Beach, CA 92648 Residential Street-MSC-411
(714) 374-4800
Riverside County $ 2,299,741.16
Canstructim Inspection C/O: $ 2,262,313.66
2950 Washington Street
Riverside, CA 92504
(909) 955-6885 (909)276-9648 Fax
City of Dana Point
33282 Golden Lantern, Suite 212
Dana Point, CA 92629 FY 2000-01 Arterial Highway Rehab. Program
Sun City-Re~~~t~~tidO~ernlOvalay
S 883,459.38
(949) 248-3554
I 3ty of Maywood
43 19 Slausan Avenue
Maywood, CA 90270-2897
Street Resur&cing @oosoa)
(323) 562-5000
City ofBurbank
333 E. Olive Avenue
P.O. Box 6459
Brubank, CA 9 1502- 1232 Augmentation Street R4cing Project
(8 18) 23805466
City OfYorba Linda
4845 Casa Loma Avenue
Yorba Linda CA 92885
S 343,896.00
DATE
COMPLETED JOB DESCRIIYTION
01/25/02 Clear & Grub, Cold Milling, ARHM AC, Driveway, Curb&Gutter7 Sidewalk,
Splash Curbs, CAB, Rockscape, Stripin4
Valve Cans, Watermain box, Manholes,
Signage, Landscape, Traffic Control Richard Oaxaca
01/25/02
01/20/02
Bill Pagett
S 697,91255
ThomasRafkrty P.E.
12/31/01
Adam Salehi
$1,936,829.49
Pavement Resurfacing and Slurry Crack Seal
(714) 961-7100 Dennis Parker
12/31/01
mimi
12/31/01
City of Thomrnd Oaks $2,879$01.00 12/31/01
2100 Thousand Oaks Boulevard Thousand Oaks, CA 91362
ARHM Overlay
(805) 449-2432 (805) 449-2475 Fax Manuel Alvarez
- City of Chino Hills ’001 Grand Avenue 2hino Hills, CA 91709-4869
2001 Pavement Overlay & Slurry Seal Project
(909) 364-2856 Anne R Tanner
S 849,769.30 12/31/01
Excavatim, Cold Milling, ARHM, AC,
Crack Seal, XGutter,Curb&Gutter, Basir
RampqGuard Rail,Striping(’IIenno)
ARHM
Clear&Grub, Cold Mill, ARHM,
Crack Seal, Rubberized Slurry Seal,
Loops, Striping, Water Valves,Manhola
Cold Mill, AC, ARHM, Manholes, Valve Sewer Cleanouts, Monuments, Signage, R&R SidewaWRamps, Striping
CONTRACT DATE
AMOUNT COMPLETED JOB DESCRIPTION
City of Fwhna s 523303.00 09/01
8353 Sierra Avenue
Baseline and Walnut Avenue, Street Improvements SI34901
Fontana, CA 92335-3528
(909) 356-1815
ci of L8wnd8le
147 1 7 Burin Avenue
Lawndale, CA 90260-1433
hFOV€?m0Ilt
(3 10) 970-2 100
ci of west Covina
1444 West Garvey Avenue
West Covina, CA 91793
street Rehabilitation
(626)-8 14-8433
S 137,674.68
S ?386$2&00
09/01
09/01 Cff, Overlay
Ci of Paramount S 224$67.00 08/01 Cff, R&R NC, ARHM,
16400 Colorado Avenue
Construction of Street Resurfacing in Garfield Ave. fiom AIondra Blvd. to the south City Limit; City Project No. 9132
(562) 220-2 106
Curb & Gutter, Sildwalk, Ramps
Paramount, CA 90723-5012
Chris Cash, Public Works Manager
-City of %a Fernando S 275,946.00 07/01 R & RNC, ARHM, Curb& Cutter - 17 MacNeil Street
San Faando, CA 91340-2993
Mission Boulevard 818-898-1222 Edwin G. Galvez, P.E.
X-Gutter, Spindrel, Sidewalk,
Driveways, Ramps
City of Albambra
111 SOvthFirstStreet Alhambra,CA 91801
626-570-5090
storm Damaged Streets
S 366,81400 07/01 Pave, ARHM, CIP
City of Sooth Gate
8650 California Avenue
South Gate, CA 90280-3075
2000-200 1 Citywide Pavement RehabiIitatim
S 299,931.00
(323)-563-9537
City ofBaMwin Park S 317,520.00
14403 East Pacific Avenue Baldwin Park, CA 91706
project CIP 862
(626) 960-401 I -254 Arjm Idnaii Engineering h4anager
City of Lakewd S 1,044,170.00
5050 N. Clark Avenue -Lakewood,CA 90712
001 Residential Pavement Rehab.
(562) 886-9771 Ext. 2502 (562) 886-0505 Fax Max Withrow
City of BeU Gardens 7 100 Garfield Avenue Bell Gardens, CA 90201-3253
Str& Rewhcinv-Varimis Streets
S 369,401.00
07/01 R & RNC, Cff, ARHM, Curb&
Gutter, X-Gutter, Sidewalk, Drive.
07/01 R& RNC, Cff, ARHM, Curb&
Gutter, Sidewalk, Ramp, Driveway
06/01 -,(-
06/01 R & R NC, Cff, ARHM,Cradill, X-Gutter, R & R Curb & Gutter, Driveway, Sidewalk
Completed Projects
Page 7
- PROJECT
YAMWWNER
CONTRACT DATE
AMOUNT COMPLETED JOB DESCRIPTION
City of Riverside $197,584.50 06/01 ARHM, 3900 Main street Riverside, CA 92522 Minor Street Rehabilitation
(909) 826-5341 (909) 826-5542 Fax Ibrahim (Abe) Massoud, Associate Engineer
Ci of Swth Pasadena S 301,722.00 04/01 ARHM
1414 Mission Street
Sauth Pasadena, CA 91030
Street Resurfacing on Mission Street From Pasadena Ave. to Fair Oaks AveSTPL5071(003) (626) 403-7240 Adel M. Freij, P.E.
City of Camarillo $1$81,443.57 04/01 UnClass. Excavation, Cold Mill, ARHM
601 Carmen Drive Camarillo, CA 930 10
(805) 388-5345 (805) 388-5387 Fax Sonny Murillo
Curb&Gutter, Sildewalk, Xgutter, Root Prunmer, Utility Adjustment,
99/00 Annual Overlay Program-STPL-5393 (007) striping
Ci of Rosemead $ 561,603.00 04/01 ARHM
8838 East Valley Boulevard
P.O. Box 399
Rosemead,CA 91770
Street Resurfacing & Lighting Improvement-M 1999/20oO
(626) 569-2100 Ken Rukavina
I
2ity ofGlendale s 680,09821
633 E. Broadway, Room 205 CCO $ 715,098.21
Glendale, CA 91206-4388
Improvement of Verdugo Road
(81 8) 548-3945 Gus Shakkex
Cily ofhramomt s 34549846.00
16400 Colorado Avenue
Street Reslrrfacing m Various City StreetsProject No. 9 130 (562) 220-2000 Hany Babbitt
Paramount, CA 90723-5012
City of Torrance s 280+981.68
303 1 Torrance Boulevard
Construction of Zamperini Field-Repave Taxilanes GQD
(3 10) 6 18-2870
T~rrrm~e, CA 90509-2970
John Wiz
Ci of Rancho Palap Venles
30940 Hawthane Boulevard
2000/200 1 Residential Overlay
$1,543,780.00
Rancho pa lo^ Verdes, CA 90275-535 1
(3 10) 377-0360 Dean Allison
city OfHMtiUgtOII Mch -6550 Miles Avenue
funthgton Beach, CA 90255
OverlayMaintenance and Repair (213) 584-6230
$2,262,818.98
Chris Gray
04/01 Clear&Gmb, ARHM, Utility Adjustmen
Plant Tree, Roat Banier, Loops, Stripmg
Traffic Signal.
02/01 ARHM
02/01
02/01
02/01
Completed Projects:
Page 8
PROJECT
YAMWWNER -
Ci of Thousand Oaks
2100 lhousand Oaks Boulevard Thousand Oaks, CA 91362 Annual overlay
(805) 449-2151
Ci of Moatelair 51 11 Benito Street
Asphalt Overlay-Phase 7
(909) 626-8571
Montclair, CA 91763-2808
CoNTRAcr DATE
AMOUNT COMPLETED JOB DESCRIPTION
$1,823,174.00 12/00 Rubber
Joe Bravo
$ 539J59.54
Michael Hudson
11/00
Ci of Fontana $1,031,957.43 IYOO
Public Services Department
16489 Change Way Fmtana,CA 92335
Pavement Rehab. of Alder, Date, San Bernardino and 8 CDBG St.'s at various locations
(909) 350-6751 Jon Curtis kon
Ci of Vitorville $1,368,939.80 11/00 Rubbe&Heater
14343 Civic Drive
Vidorville, CA 92393-5001
Street Rehab and Improvement Plan, Bear Valley Rd., Hesperia Rd. & Fmcesca Rd.
(760) 955-5158 Anthony salam -
Lity of Ontario 303 East "B" Street
Ontario, CA 91764
Haven Avenue Rehab.
(909) 395-2129
City of Agoura Hills
30101 Agoura Court, Suite 102 Agoura Hills, CA 91301-4335
99/00 Street RemI5chg Project
8 18-597-7300
city of Imkewd
5050 N. Clark Avenue Lakewood,CA 90712
Local Pavement
(562) 866-9771
Veetura Copaty 800 S. Victoria Avenue
Ventm,CA 93009 Nyeland Ages Pavement Rehab.
(805) 654-3805
City of Chmnont - 207 HaMvd Avenue
'-0. Box 880 Claremant, CA 9 1 7 1 1-0880 Indian Hill BouleVard - CIP 2000-1
909-399-5465
$ 225821.50 09/00
Bill bun
$ 669,706.00
Jim Thorsem
$1,017,812.40
Max Withrow
$ 376987.82
S 70,937.00
Glenn Southard
08/00 Rubber
08/00 Rubber
08/00 Rubber
Completed Projectx
-9
CONTRACT DATE
AMOUNT COMPLETED JOB DESCRIPTION
Lm Angel- County, Public Works Department $ 226,46.400 07/00
900 So. Fremont Avenue
Alhamha,CA 91802 Turnbull Canyon CC#7724
(626) 458-5 100 Robert Schwa& or Frank Lancaster
City of Long Beach
333 West Ocean Boulevard
Long Beach, CA 90802-4664
Willow Street
(562) 570-2200
City of Cdahy
5220 Santa Ana Street
Cudahy, CA 90201
St. Resurf. Live Oak St.
(323) 773-5 143
$ 323464.00 07/00 Rubber
$ 97,704.25
Riverside County s 845,637.80
4080 Lemon Street, 8* Floor
Riverside, CA 92501
Washington, Cajalico Rd. & Various Rds in Hemet & Sun City 909-955-6885 Michael Mmles
-Ti of Perris .01 North "D" Street
Nuevo Road Rehabilitation
Pmk, CA 92370-1998
(909) 943-6504
Ci of Burbank
275 E. Olive Avenue
Burbank,CA 91502
Glen& Boulevard Improvements (818) 238-3917
SlW~50.00
Habib Motlagh
07/00 Rubber
06/00 Rubber
07/00
Riverside County, Transportation Department $ 5%*714.62 O6/00
Resurhcing various location in sun city area
(909) 955-6740 stan Dery
4080 Lemon Street, 8th Floor
Riverside, CA 92501
City of Mission Viejo 25909 Pala, Suite 200
Mission Viejo, Ca 92691 Los Alisos Boulevard
(949) 470-3091
$485*684.00
Markchagnon
City of West Covina
1444 West Garvey Avenue
Villow Ave. and Orange Ave. Street Rehabilitation
S 194,579.50
-West CoVina, CA 9 1793
. (626) 814-8433
City of La Mmda
13700 La Mirada Boulevard
La Mirada, CA 90638
Pmta r.pr)nlApf Airpniia
$ 477,22494
02/00
01/00
01/00
Completed Projects:
Page10
PROJECT
WWWNER
Ci of Chino
P.O. Box 667 Chino, CA 91708
Street Rehabilitation Project
(909) 627-7577
CONTRACT
AMOUNT
$1,674,872.00
Naghmeh Imani
DATE
COMPLETED JOB DESCRIPTION
city ofoxMrd $1,648,678.82 02/00
305 w. third Street
Oxnard,CA 93030 Industrial District Resurfhcing Project No. PW94-02 (805) 385-7860 Dave Harper
Ci of Carlsbad
1200 Carlsbad Village JXve
1999 Pavement Overlay #3667-2
Carl~bad, CA 92008-1989
(760) 438-1 161
Ci of Highland
27215 Baseline Highland, CA 92346-3 125
1999 Overlay Project No. 98-1
(909) 864-6861
$1,247,302.71 02/00
Sam Smally
$ 383,172.20
Jay Tuttle
-City of Santa Monica $2,412,867.05
.685 Main Street santa Monica, CA 90407-2200
1997/1998 Street Improvement Project
(310) 458-8721 Anthony Anti&
12/99
12/99 Rubber
Ci of Ontario
303 East "B" Street
Ontario,CA 91764 Archibald Avenue Rehabilitation
(909) 986-1 151
s 356322.75 11/99 Rubber
Gary-s
Los Angeles County, Public Works Department $ 693,%9.00 10/99
900 So. Fremmt Avenue
Alhambra,CA 91802 Giauo St. Rehab. CW7728
(626) 458-5100 Robert schwartz or Frank Laneaster
Department of Transportation $4?837~.40 09/99 Rubber
1120 "N" street Sacramento, CA 95814
#11-2151W - San Diego County Route 78
(760) 739-8328 Daniel Juarez
City of Bellflower
16600 Civic center Drive - Bellflow, CA 90706
:h&g various streets
(562) 804-1424
S 278,162.25
Victor Gonzales
Los Angeles County, Public Works Department
900 So. Fremont Avenue
Alhambra, CA 9 1802
S 233,898.40
Cniinhr Psnvnn Prrprl PPft74113
06/99
Compktad Projects:
Page 11
PROJECT
YAMEKlWNER
City of Chino
P.O. Box 667
Chino, CA 91708 Street Rehabilitation Project
City of San Bernardino
300 North "D" Street
San Bemardino, CA 924 18
(909) 627-7577
Mill street Improvement
(909) 384-5357
City Of HMtingtOD Park
6550 Miles Street
Huntington Park, CA 90255-4399 Miles Street Resurficing & Reconstrudion
(213) 584-6230
Los Angeles Cwnty, Pllblic Works Department
900 So. Fremont Avenue
Alhambra,CA 91802
Shoemaker Avenue CC#864 1
(626) 458-5 100
city of Lakewd
-5050 N. Clark Avenue Acewood,CA 90712
1998 Pavement Rehabilitation
(562) 866-9771
City of Corona
815 w. Sixth Street
Corona,CA 91718 1998 Major Pavement Rehabilitation
(909)459-1510
Los Angeles County, Public Works Department 900 So. Fremont Avenue Alhambra,CA 91802
Road Division Rehab. CC#7532
(626) 458-5100
city of L8ke Fowt
23161 Lake Center Drive #lo0
Lake Forest, CA 92630
Various Streets Rehabilitation
(714) 461-3400
City of Thousand Oaks
2100 Thousand Oaks Boulevard "howand oaks, CA 91362 - ARHM Overlay of Various Street
805) 449-2 1 5 1
Riverside Coanty, Transportation Department 4080 Lemon Street, S* Floor Riverside, CA 92501
Sky country Pavement Rehabilitation milo\ Q<<A7An
CONTRACT
AMOUNT
S 949,72675
Naghmeh Imaui
S 118,669.36
Midlael Grubbs
S 204,529.80
Marilyn Boy-
S 322,5743
DATE
COMPLETED JOB DESCRIPTION
05/99
05/99
04/99
03/99
Robert Schwa& OT Frank hcaster
$1,499,496.85 01/99 Rubber
Max Withrow
S 277,740.00 11/98 Heater
John Wheatley
s 236,9&92 101911
Robert Schwa&orFrankhcaster
S 887495.00 10/98 Rubber
Robert I3rwk or Deaik Weise
!b2,099m.00 10/98 Rubber
Joe Bravo
$1,537,580.85
Ui8nh Cmhh
ow98 Rubber
Completed Projects:
Page 12
PROJECT - . YAMrnWNER
City of Santa Fe Springs
11710 Telegraph road
Santa Fe Springs, CA 90670-3658
City wide Pavement Rehabibtion
(2 13) 868-05 1 1
Ci of Yorba Linda P.O. Box 87015
Yorba Linda, CA 92885 Various Streets Rehabilitatian
(714) 961-7100
CONTRACT DATE
AMOUNT COMPLETED JOB DE!XRWX'ION
S 849,690.00 0819% Rubber
George OBrien or John Price
S 239J39.00 07/98 Rubber
Gideion Feilson
Loe Angeles County, Public Works Department S 89,585.60 06/98
900 So. Fremont Avenue
Alhambra,CA 91802 Brisbane St. Rehab. CC#760 1
(626) 458-5100 Robert Schwarb or Frank Lancaster
LQS Angeles County, Public Works Department S 373,796.22 06/98
900 So. Fremcmt Avenue Alhambra,CA 91802
Flotilla St. Rehab. CC#2292
(626) 458-5100 Robert Schwartz or Frank Lancaster
-Ti of Santa Clarita $ 626,027.00 02/98 Rubber
.3920 Valencia Boulevard #304
Santa Clarita, Ca 91355
Si- Highway Pavement Rehabilitation
(805) 286-4330 Robert Nelson
Ci of South Pasadena
14 14 Mision Street
South Pasadena, CA 91030 Fair Oaks Avenue Rehabilitation
(626) 403-7240
City of SMlth Gate
8650 CalifoPna Avenue
South Gate, CA 90280 Annual Pavement Rehabilitation
(323) 563-9537
ci of Lakewood
5050 N. Clark Avenue Lakewood, CA 90721
(310) 866-9771
City of Highland 272 15 Baseline Highland, CA 92346 - (909) 384-5025
City 0fMissiOa Viejo
25909 Pala, Suite 200 Mission Viejo, CA 92691
Jeronimo Road Rehabilitation
(949) 470-3091
$ 239,060.00 02/98
James Van Winkle
S 207,77600 01m Rubber
Abdulla Ahmead
S 502921.00 12/97 Rubber
Max Whw
S 325,002 11/97 Rubber
Jay Tuttle
$1,047,457.00 lW7 Rubber
Mark Chagnon
Completed Projects:
Page 13
COJVl.RACT DATE
AMOUNT COMPLETED TYPE -
La Angeles County, Public Works Department S 58,005.00 09/97
900 So. Fremcmt Avenue
Alhambra,CA 91802 Sesame St. CC#
(626) 458-5100 Robert Schwartz or Frank Lancaster
Ci of Rolling Hills Estates
4945 Palos Verdes Drive North Rollmg Hills Estates, CA 90247
(310) 377-1577
City of Bellflower
16600 Civic Center Drive
Bellflower, CA 90706
(562) 804-1424
Ci of Torrance
303 1 Torrance Boulevard
Tmance,CA 90509
(310) 781-6900
S 326,401.00 08/97
Henry O'rourke
S 326,6!U.00
S 139,642.00
Gilbert Garnica
07/97 Rubber
07/97 Heater
Lus Angeles County, Public Works Department S 233,462.00 05/97
900 So. Fremont Avenue Alhambra, CA 91802
,526) 458-5100 RobertschwartzorFrankLancaster 7oad Division Rehab. CC#7443
City of Pomona
505 south Garey Avenue
Pomona regional Transit Center
Pm~na, CA 9 1 769-3 1 86
(909) 620-2261
City of Hemet
450 East Latham Avenue Hemet, CA 92543
Pavement Rehabilitation Project
(909) 765-2360
City of Long Beach
333 West Ocean Boulevard
Long Beach, CA Atlantic Avenue Street Improvements
(310) 570-5169
$2,643,590.00 05/%
Blaine Franston
s 830,mOo 01/96
Smokey Pando
s 369903.00 09/95
Gillis Mo~oe
S !336,142.00 Cal-Trans 3407 East La Palma Anaheim,CA 92806 State Highway in kge County in and near Brea
From Route 90 to Carban Canyan road (route 142)
-J714) 632-2638 Bob Doss
Ci of Roscmead s 562,638.00
8838 East Valley Boulevard Rosemead, CA 91770
AC Overlay & Street Lightbg improvements (818) 288-6671 Fred Wickman
09/95
07/95
Completed Projects prgc 14
PROJECT
-'?AMEKIWNER
CONTRACr DATE AMOUNT COMPLETED - TYPE
City of Brea S 861,723.00 07/95
Number One Civic Cater Circle
Brea, CA 92621 92621-5758 Bra & Birch Boulerards Improvements (7 14) 990-7600 John Hogan
Los Angela Cwnty, Public Works Department S 396,062.00 oygs
Imperial Hwy. CC#6904
900 So. Fremont Avenue
Alhambra,CA 91802
(626) 458-5 100 Robert Schwartz ur Frank Lancaster
Lar Angela COM~~, Public Works Department S 438,323.00 05/95
900 So. Fremont Avenue
Alhambra,CA 91802
Fullerton Road CC#6688 (626) 458-5100 Robert SchwartzorFrankLancaster
City of BaMwin Park $153,784.00 08195
14403 East Pacific Avenue
Baldwin Park, CA 9 1706 Baldwin Park Boulevard Street Imprwments (818) 960-401 Arjan Idnani
-3ty of South Gate S 91,303.00 04/95
,650 California Avenue south Gate, CA 90280
Civic Center Parking Lot Project (213) 563-9537 Shafique Naiyer
Los Angeles County, Public Works Department S 900,932.00 03/95
900 So. Fremont Avenue Alhambra, CA 91802
Arrow Hwy. CCW (626) 458-5 100
City of Ontario 303 East "B" Street
Ontario, CA 91764-4196
Philadelphia Street Improvemats
(909) 391-2528
port of Loag Beach
925 Harbor Plaza
LoagJkach,CA 90801
Pia T Construction (310) 437-0041
City of Rancho Cncamoaga P.O. Box 807
---Rancho Cucamcmga, CA 9 1730
ports Pa& Parking Lot Project
(909) 981-1851
Ci ofRancho Cucamonga P.O. Box 807
Rancho Cucamonga, CA 9 1730
Ue\rm A %IPsIIIP
Robert Schwartz of Frank Lancaster
S 447305.00 OW
Fred Alamolhoda
$2,%1,994.00
Dave Holtz
$1,867,087.00
Mike Long
S 837,000.00
01/94
11/94
08/94
Rubber
i
!
i
!
I
BIDDER’S CERTIFICATE OF INSURANCE FOR
G EN E RAL LlABl LITY, EMPLOYERS’ LIABILITY, AUTOMOTIVE
LIABILITY AND WORKERS’ COMPENSATION
(To Accompany Proposal)
CONTRACT NO. 3667-7
2003104 Pavement OVERLAY
As a required part of the Bidder‘s proposal the Bidder must attach either of the following to this page.
1) Certificates of insurance showing conformance with the requirements herein for each of:
Comprehensive General Liability
Automobile Liability
Workers Compensation
Employer’s Liability
2) Statement with an insurance carrier‘s notarized signature stating that the carrier can, and upon
payment of fees and/or premiums by the Bidder, will issue to the Bidder Policies of insurance for
Comprehensive General Liability, Automobile Liability, Workers Compensation and Employer’s
Liability in conformance with the requirements herein and Certificates of insurance to the Agency
showing conformance with the requirements herein.
All certificates of insurance and statements of willingness to issue insurance for auto policies offered
to meet the specification of this contract must:
1) Meet the conditions stated in The Notice Inviting Bids, the Standard Specifications for Public
Works Construction and the Supplemental Provisions for this project for each insurance
company that the Contractor proposes.
2) Cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned,
non-owned or hired, and whether scheduled or non-scheduled. The auto insurance certificate
must state the coverage is for “any auto” and cannot be limited in any manner.
a Revised 4/22/02 Contract No. 3667-7 Page 27 of 121 Pages
: ACORQ CERTIFICATE OF LIABILITY INSURANCE
I
PRODUCER I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION 1
DATE (MMIDDMY)
07/03/2003
RAINTREE INSURANCE LIC#0557773
-77 NORTH D STREET
,I BERNARDINO, CA 92405
909 RR1 3654
Rancho Cucamonga, CA 91730
,(909) 481-8118
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW
INSURERS AFFORDING COVERAGE
INSURER D:
INSURER E:
- - - - - - - - - . I
INSURED Silvia Construction, Inc. I INSURERA: Interstate Fire & Casulaty /CRC fly
EACHOCCURRENCE
FIRE DAMAGE (Any one fire)
MED EXP lAriv one Dersonl
I INSURERE: Century National Insurance Co. I
$ 1,000,000
$ 5 0 I 0 0 0
$ EXCLUDED
9007 Center Avenue I INSURERC. State Compensation Insurance Fund #, I
EACH OCCURRENCE 5
COVERAGES
THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDIN ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OF MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCl POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
AGGREGATE
TYPE OF INSURANCE NSR 1 I TR
$
/GENERAL LIABILITY
E.L. EACH ACCIDENT
E.L. DISEASE - EA EMPLOYEE
E.L. DISEASE - POLICY LIMIT
GENERAL LIABILITY
CLAIMS MADE ll(i OCCUR
$
__-
.$ 1,000,000
$
$
1 I 0 0 0 I 0 0 0
1 I 0 0 0 I 0 0 0
Contract Prot.
GENL AGGREGATE LIMIT APPLIES PER
AUTOMOBILE LIABILITY b ANY AUTO
ALL OWNED AUTOS H SCHEDULEDAUTOS
NON-OWNED AUTOS
GARAGE LIABILITY
ANY AUTO L EXCESS LIABILITY
7 OCCUR CLAIMS MADE
DEDUCTIBLE
RETENTION S
WORKERS COMPENSATION AND
EMPLOYERS LIABILITY
OTHER
* 10 DAYS NOTICE
RIPTION OF OPERATIONSILOCATIONSA
GL1110 927
038095
1578590-03
3F CANCELLATION
iICLESIEXCLUSIONS ADDED BY ENDORSEN
POLICY EFFECTIVE DATE (MMIDDIYY)
07/03/03
07/03/03
07/03/03
FOR NON-
NTISPECIAL PROVld
'OLICY EXPlRATlOh DATE (MMIDDIYY)
07/03/04
07/03/04
0?/03/04
PAY OR
INS
COMBINED SINGLE LIMIT (Ea accident) s 1 , 0 o, 0 0 0
BODILY INJURY
BODILY INJURY (Per accident)
PROPERTYDAMAGE (Per accident)
OTHERTHAN EAACC I $
AGG I S AUTO ONLY:
NON-REPORTING *
Re: Contract# 3667-7, 2003/04 Pavement Overlay
The City of Carlsbad, its officials, employees and volunteers are named as
Additional Insureds. Coverage is Primary and Non-Contributing.
City of Carlsbad DATE THEREOF, THE ISSUING INSURER
Attn: Purchasing Department NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT
1635 Faraday Ave
Carlsbad, CA 92008
- POLICY NUMBER: GL1110927
Silvia Construction, Inc.
COMMERCIAL GENERAL LIABILITY
THIS ENDORSMENT CHANGES THE POLICY READ IT CAREFULLY.
ADDITONAL INSURED - OWNERS, LESSEES OR
CONTRACTORS (FORM B)
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
Name of Person or Organization:
The City of Carlsbad, its officials, employees and volunteers
I (If no entry appears above, information required to complete this endorsement will be shown in the 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.
IF YOU ARE REQUIRED BY A WRITTEN CONTRACT TO PROVIDE PRIMARY INSURANCE, THIS
POLICY SHALL BE PRIMARY AS RESPECTS YOUR NEGLIGENCE AND CONDITION 4. OTHER
INSURANCE DOES NOT APPLY, BUT ONLY WITH RESPECT TO COVERAGE PROVIDED BY THIS
POLICY.
CG20 10 11 85 Copyright, Insurance Services Office, Inc., 1984
1of1
Page
CITY OF CARLSBAD SURPLUS LINE BROKER AFFIDAVIT
SAN BERNARDINO, CA 92406 citylstate/zip:
Project Name: SILVIA CONSTRUCTTON. TNc.
Type of Insurance: GENERAL LIABILITY INSURANCE
I certify that SANDIE LOCKLIN
(.Contractor") who Is required to provide
insurance under the specifications of the above contract. I further certify that 8s Broker of
Record for Contractor, I have contacted the insurance companies bted below, all of whom
Is the Broker of Recard for
meet the City's requirements and all of whom have refused to write the required policy due to
the type of risk involved. - Insurance Carrier; . TRAVELERS INSURANCVANY I
Name of Contact: EMUEL FoZENo -.
Address: p-0. BOX 2254, BREA, CA 92821
Dab: 06/03
-
Reason for Refusal: DOES. NOT WRITE LIABILITY INSURAPJCF~OR CONTRAC-
Best's Rating A+ Listed by State insurance Commissioner YES
YedNo
insurance Carrier: ' SAFECO INSURANCE COMP~
Address: P.O. BOX 25150, SANTA ANA, CA 92799
Best's Ratkg A+ Listed by State lnsurancs Commissioner YES
YedNo
Page 1 ui 2
ATLANTIC MUTUAL INSURANCE COMPANY insurance ‘Carrier:
Name of Contact: DIANNA EMMs
Address: 770 THE CITY DRIVE SO. #2000. Ow8. CA 9286s
Reason for Refusal: DOES NOT W”J.TE LIABILITY INSWCl? FOR CONTRACTnRS
Best’s Rating. A+ Listed by State Insurance commissioner YES YedNo
Contractor Is requesting that the City accept INTERSTATE FIRE ti CASUALTY company
who is a surplus line carder having an A-:V or better rating in the most recent issue of Best’s
Rating Guide and who has an office within the State of California at #e following address in
order to effect service of process.
Name of Surplus Line Carder _INTERSTATE FIRE & CASUALTY. / CRC
Address: 1815 VIA EL PRADO STE 401
Clty/State/zip: REDONDO BEACH’, CA 9027 7
- Address to effect Service of Process wifhin the State of California.
SAME AS ABOVE Name:
Address:
City/State/Zip ’
I certify under penalty of perjury that the foregoing facts 1x6 true and correct.
Dated: 07/03/03
Signed:
-
/ Broker of Record
Page 2 oi 2
i
1
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I I
i i
I I
i ! I
! i
I
I i
i I
I I
I \
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-
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1
BIDDER'S STATEMENT RE DEBARMENT
(To Accompany Proposal)
CONTRACT NO. 3667-7
2003/04 Pavement OVERLAY
Have you or any of your subcontractors ever been debarred as an irresponsible bidder by
another jurisdiction in the State of California?
X
If yes, what wadwere
debarment(s)? Attach
ments.
no
the name@) of the agency(ies) and what wadwere the period@) of
additional copies of this page to accommodate more than two debar-
N/A N/A party debarred party debarred
N/A N/A
agency agency
N/A N/A period of debarment period of debarment
BY CONTRACTOR:
SILVIA CONSTRUCTION. INC. ,
FRANK DUDLEY, VICE PRES1
7-
(print namehitle)
Page 1 of 1 pages of this Re Debarment form
e Revised 4/22/02 Contract No. 3667-7 Page 28 of 121 Pages
BIDDER’S DISCLOSURE OF DISCIPLINE RECORD
(To Accompany Proposal)
CONTRACT NO. 3667-7
2003/04 Pavement OVERLAY
Contractors are required by law to be licensed and regulated by the Contractors’ State License Board
which has jurisdiction to investigate complaints against contractors if a complaint regarding a patent
act or omission is filed within four years of the date of the alleged violation. A complaint regarding a
latent act or omission pertaining to structural defects must be filed within 10 years of the date of the
alleged violation. Any questions concerning a contractor may be referred to the Registrar,
Contractors’ State License board, P.O. Box 26000, Sacramento, California 95826.
I) Have you ever had your contractor‘s license suspended or revoked by the California Contractors’ State license Board two or more times within an eight year period?
2) Has the suspension or revocation of your contractors license ever been stayed? I
3) Have any subcontractors that you propose to perform any portion of the Work ever had their contractor’s license suspended or revoked by the California Contractors’ State license Board two
or more times within an eight year period?
. xx
Yes no
4) Has the suspension or revocation of the license of any subcontractor’s that you propose to perform any portion of the Work ever been stayed?
N/A Yes no
5) If the answer to either of 1. or 3. above is yes fully identify, in each and every case, the party
disciplined, the date of and violation, that the disciplinary action pertain to, describe the nature of
the violation and the disciplinary action taken therefor.
.I
i
(If needed attach additional sheets to provide full disclosure.)
Page 1 of 1 pages of this Disclosure of Discipline form
a Revised 4/22/02 Contract No. 3667-7 Page 29 of 121 Pages
BIDDER'S DISCLOSURE OF DISCIPLINE RECORD
(CONTINUED)
(To Accompany Proposal)
CONTRACT NO. 3667-7
2003/04 Pavement OVERLAY
If the answer to either of 2. or 4. above is yes fully identify, in each and every case, the party
who's discipline was stayed, the date of the violation that the disciplinary action pertains to,
describe the nature of the violation and the condition (if any) upon which the disciplinary action
was stayed.
(If needed attach additional sheets to provide full disclosure.)
BY CONTRACTOR:
(print n a meltitle)
Page 1 of 1 pages of this Disclosure of Discipline form
?@ Revised 4/22/02 Contract No. 3667-7 Page 30 of 121 Pages
t
NON-COLLUSION AFFIDAVIT TO BE EXECUTED
BY BIDDER AND SUBMITTED WITH BID
PUBLIC CONTRACT CODE SECTION 7106
CONTRACT NO. 3667-7
2003/04 Pavement OVERLAY
State of California 1
County of SAN DIEGO 1 ) ss.
FRANK DUDLEY , being first duly sworn, deposes
(Name of Bidder)
and says that he or she is VICE PRESIDENT
(Title)
of SILVIA CONSTRUCTION, INC.
(Name of Firm)
the party making the foregoing bid that the bid is not made in the interest of, or on behalf 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 or indirectly induced or solicited
any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired,
connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone 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 of the bidder or any other bidder, or to
fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed
contract; that all statements contained in the bid are true; and, further, that the bidder has not,
directly or indirectly, submitted his or her bid price or any breakdown thereof, or the 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 perjury that the foregoing is true and correct and that this affidavit was
executed on the 24th day of APRIL ,20 03 .
W
Subscribed and sworn to before me on the 24th day of APRIL ,2003 .
(NOTARY SEAL) "FORM ATTACHED"
Signature of Notary
Revised 4/22/02 Contract No. 3667-7 Page 31 of 121 Pages
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
STATE OF CALIFORNIA
COUNTY OF SAN BERNARDINO
On APRIL 24,2003, before me, TRICIA CONNOLLY, NOTARY PUBLIC personally
appeared FRANK DUDLEY, VICE PRESIDENT proved to me on the basis of satisfactory
evidence to be the person whose name is subscribed to the within instrument and acknowledged to
me that he executed the same in his authorized capacity, and that by his signature on the instrument
the person, or the entity upon behalf of which the person acted, executed the instrument.
Though the data below is not required by law, it may prove valuable to persons relying on the
document and could prevent fraudulent reattachment of this form.
N OF ATTACHED DOCUMENT
a
NUMBER OF PAGES & DATE OF DOCUMENT &$O@ hd-3
CAPACITY CLAIMED BY SIGNER
0 El ix1
0 0 0 0
INDIVIDUAL
PARTNER
CORPORATE OFFICER VICE PRESIDENT
ATTORNEY IN FACT
TRUSTEE
GUARDIAN OR CONSERVATOR
Other
TITLE
Signer is Representing: SILVIA CONSTRUCTION. INC.
NAME OF PERSON( S) OR ENTITY( S)
.- CONTRACT
PUBLIC WORKS
_-
+h This agreement is made this 229 between the City of Carlsbad, California, a municipal corporation, (hereinafter called "City"), day of 5-19 , 20 03, by and
and SlLVlA CONSTRUCTION INC whose principal place of business is
9007 CENTER AVENUE, RANCHO CUCAMONGA, CA 91730-531 1 (hereinafter
called "Contractor").
City and Contractor agree as follows:
1.
for:
Description of Work. Contractor shall perform all work specified in the Contract documents
Contract No. 3667-7
2003/04 Pavement Overlay
(hereinafter called "project")
2.
equipment, and personnel to perform the work specified by the Contract Documents.
Provisions of Labor and Materials. Contractor shall provide all labor, materials, tools,
3. Contract Documents. The Contract Documents consist of this Contract, Notice Inviting Bids,
Contractor's Proposal, Bidder's Bond, Designation of Subcontractors, Designation of Owner
Operator/Lessors, Bidder's Statements of Financial Responsibility, Technical Ability and Experience,
Re Debarment, Non-collusion Affidavit, Escrow Agreement, Release Form, the Plans and
Specifications, the Supplemental Provisions, addendum(s) to said Plans and Specifications and
Supplemental Provisions, and all proper amendments and changes made thereto in accordance with
this Contract or the Plans and Specifications, and all bonds for the project; all of which are
i nco rpo ra ted herein by this reference .
Contractor, her/his subcontractors, and materials suppliers shall provide and 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 the completion of the work, shall be provided at the Contractor's
expense to fulfill 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 the City's decision relative to
said intent will be final and binding. Failure of the Contractor to apprise subcontractors and materials
suppliers of this condition of the Contract will not relieve responsibility of compliance.
4. Payment. For all compensation for Contractor's performance of work under this Contract, City
shall make payment to the Contractor per section 9-3 PAYMENT of the Standard Specifications for
Public Works Construction (SSPWC) 2000 Edition, and supplements thereto, hereinafter designated
"SSPWC", as issued by the Southern California Chapter of the American Public Works Association,
and as amended by the Supplemental Provisions section of this contract. The Engineer will close the
estimate of work completed for progress payments on the last working day of each month.
5. Contractor has made an independent investigation of the
jobsite, the soil conditions at the jobsite, and all other conditions that might affect the progress of the
work, and is aware of those conditions. The Contract price includes payment for all work that may be
done by Contractor, whether anticipated or not, in order to overcome underground conditions. Any
information that may have been furnished to Contractor by City about underground conditions or
Independent Investigation.
Revised 4/22/02 Contract No. 3667-7 Page 32 of 121 Pages
I
other job conditions is for Contractor's convenience only, and City does not warrant that the
conditions are as thus indicated. Contractor is satisfied with all job conditions, including underground
conditions and has not relied on information furnished by City.
6. 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. Hazardous Waste. 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 II, or Class Ill disposal site in accordance with provisions of existing law.
B. Differing Conditions. Subsurface or latent physical conditions at the site differing from those
indicated.
C. Unknown Physical Conditions. Unknown physical conditions at the site of any unusual
nature, different materially from those ordinarily encountered and generally recognized as inherent in
work of the character provided for in the contract.
City shall promptly investigate the conditions, and if it finds that the conditions do materially so differ,
or do involve hazardous waste, and cause a decrease or increase in contractor's costs of, or the time
required for, performance of any part of the work shall issue a change order under the procedures
described in this contract.
In the event that a dispute arises between City and Contractor whether the conditions materially
differ, or involve hazardous waste, or cause a decrease or increase in the contractor's cost of, or time
required for, performance of any part of the work, contractor shall not be excused from any
scheduled completion date provided for by the contract, but shall proceed with all work to be
performed under the contract. Contractor shall retain any and all rights provided either by contract or
by law which pertain to the resolution of disputes and protests between the contracting parties.
7. Immigration Reform and Control Act. Contractor certifies it is aware of the requirements
of the Immigration Reform and Control Act of 1986 (8 USC sections 11 01-1525) and has complied
and will comply with these requirements, including, but not limited to, verifying the eligibility for
employment of all agents, employees, subcontractors, and consultants that are included in this
Contract.
8. Prevailing Wage. Pursuant to the California Labor Code, the director of the Department of
Industrial Relations has determined the general prevailing rate of per diem wages in accordance with
California Labor Code, section 1773 and a copy of a schedule of said general prevailing wage rates
is on file in the office of the City Engineer, and is incorporated by reference herein. Pursuant to
California Labor Code, section 1775, Contractor shall pay prevailing wages. Contractor shall post
copies of all applicable prevailing wages on the job site.
9. Indemnification. Contractor shall assume the defense of, pay all expenses of defense, and
indemnify and hold harmless the City, and its officers and employees, from all claims, loss, damage,
injury and liability of every kind, nature and description, directly or indirectly arising from or in
connection with the performance of the Contract or work; or from any failure or alleged failure of
Contractor to comply with any applicable law, rules or regulations including those relating to safety
and health; and from any and all claims, loss, damages, injury and liability, howsoever the same may
be caused, resulting directly or indirectly from the nature of the work covered by the Contract, except
for loss or damage caused by the sole or active negligence or willful misconduct of the City. The
expenses of defense include all costs and expenses including attorneys' fees for litigation,
arbitration, or other dispute resolution method.
Revised 4/22/02 Contract No. 3667-7 Page 33 of 121 Pages
Contractor shall also defend and indemnify the City against any challenges to the award of the
contract to Contractor, and Contractor will pay all costs, including defense costs for the City. Defense
costs include the cost of separate counsel for City, if City requests separate counsel.
Contractor shall also defend and indemnify the City against any challenges to the award of the
contract to Contractor, arising in whole or in part from alleged inaccuracies or misrepresentation by
the Contractor, whether intentional or otherwise, and Contractor will pay all costs, including defense
costs for the City. Defense costs include the cost of separate counsel for City, if City requests
separate counsel.
IO. Insurance. Contractor shall procure and maintain for the duration of the contract insurance
against claims for injuries to persons or damage to property which may arise from or in connection
with the performance of the work hereunder by the Contractor, his or her agents, representatives,
employees or subcontractors. Said insurance shall meet the City's policy for insurance as stated in
Resolution No. 91-403.
(A) Coverages And Limits Contractor shall maintain the types of coverages and minimum limits
indicted herein:
a. Comprehensive General Liability Insurance: $1,000,000 combined single limit per
occurrence for bodily injury and property damage. If the policy has an aggregate limit, a separate
aggregate in the amounts specified shall be established for the risks for which the City or its agents,
officers or employees are additional insured.
b. Business Automobile Liability Insurance: $1,000~000 combined single limit per accident for
bodily injury and property damage. In addition, the auto policy must cover any vehicle used in the performance of the contract, used onsite or offsite, whether owned, non-owned or hired, and whether
scheduled or non-scheduled. The auto insurance certificate must state the coverage is for "any
auto" and cannot be limited in any manner.
c. Workers' Compensation and Employers' Liability Insurance: Workers' compensation limits
as required by the Labor Code of the State of California and Employers' Liability limits of $1,000,000
per incident. Workers' compensation offered by the State Compensation Insurance Fund is
acceptable to the City.
(B) Additional Provisions. Contractor shall ensure that the policies of insurance required under
this agreement with the exception of Workers' Compensation and Business Automobile Liability Insurance contain, or are endorsed to contain, the following provisions.
a. The City, its officials, employees and volunteers are to be covered as additional insured as
respects: liability arising out of activities performed by or on behalf of the Contractor; products and
completed operations of the contractor; premises owned, leased, hired or borrowed by the
contractor. The coverage shall contain no special limitations on the scope of protection afforded to
the City, its officials, employees or volunteers. All additional insured endorsements must be
evidenced using separate documents attached to the certificate of insurance; one for each company
affording general liability, and employers' liability coverage.
b. The Contractor's insurance coverage shall be primary insurance as respects the City, its
officials, employees and volunteers. Any insurance or self-insurance maintained by the City, its
officials, employees or volunteers shall be in excess of the contractor's insurance and shall not
contribute with it. -
c.
to the City, its officials, employees or volunteers.
Any failure to comply with reporting provisions of the policies shall not affect coverage provided
Revised 4/22/02 Contract No. 3667-7 Page 34 of 121 Pages
d. Coverage shall state that the contractor's insurance shall apply separately to each insured
against whom claim is made or suit is brought, except with respect to the limits of the insurer's
liability.
-
(C) Notice Of Cancellation. Each insurance policy required by this agreement shall be endorsed to
state that coverage shall not be nonrenewed, 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.
(D) Deductibles And Self-Insured Retention (S.I.R.) Levels. Any deductibles or self-insured
retention levels must be declared to and approved by the City. At the option of the City, either: the
insurer shall reduce or eliminate such deductibles or self-insured retention levels as respects the
City, its officials and employees; or the contractor shall procure a bond guaranteeing payment of
losses and related investigation, claim administration and defense expenses.
(E) Waiver Of Subrogation. All policies of insurance required under this agreement shall contain a
waiver of all rights of subrogation the insurer may have or may acquire against the City or any of its
officials or employees.
(F) Subcontractors. Contractor shall include all subcontractors as insured under its policies or
shall furnish separate certificates and endorsements for each subcontractor. Coverages for
subcontractors shall be subject to all of the requirements stated herein.
c
(G) Acceptability Of Insurers. Insurance is to be placed with insurers that have a rating in Best's
Key Rating Guide of at least A-:V. Insurers must also be authorized to transact the business of
insurance by the State of California Insurance Commissioner as admitted carriers as evidenced by a
listing in the official publication of the Department of Insurance of the State of California and/or under
the standards specified by the City Council in Resolution No. 91-403.
(H) Verification Of Coverage. Contractor shall furnish the City with certificates of insurance and
original endorsements affecting coverage required by this clause. The certificates and
endorsements for each insurance policy are to be signed by a person authorized by that insurer to
bind coverage on its behalf. The certificates and endorsements are to be in forms approved by the
City and are to be received and approved by the City before the Contract is executed by the City.
(I) in the Contractor's bid.
Cost Of Insurance. The Cost of all insurance required under this agreement shall be included
11. Claims and Lawsuits. All claims by contractor for $375,000 or less shall be resolved in
accordance with the provisions in the Public Contract Code, Division 2, Part 3, Chapter I, Article 1.5
(commencing with section 20104) which are incorporated by reference. A copy of Article 1.5 is
included in the Supplemental Provisions I section. The contractor shall initially submit all claims over
$375,000 to the City using the informal dispute resolution process described in Public Contract Code
subsections 201 04.2(a), (c), (d). Notwithstanding the provisions of this section of the contract, all
claims shall comply with the Government Tort Claim Act (section 900 et seq., of the California
Government Code) for any claim or cause of action for money or damages prior to filing any lawsuit
for breach of this agreement.
(A) Assertion of Claims. Contractor hereby agrees that any contract claim submitted to the City
must be asserted as part of the contract process as set forth in this agreement and not in anticipation
of litigation or in conjunction with litigation.
(B) False Claims. Contractor acknowledges that if a false claim is submitted to the City, it may be
Revised 4/22/02 Contract No. 3667-7 Page 35 of 121 Pages
considered fraud and the Contractor may be subject to criminal prosecution.
(C) Government Code. Contractor acknowledges that California Government Code sections
12650 et seq., the False Claims Act, provides for civil penalties where a person knowingly submits a
false claim to a public entity. These provisions include false claims made with deliberate ignorance of
the false information or in reckless disregard of the truth or falsity of the information.
-
(D) Penalty Recovery. If the City of Carlsbad seeks to recover penalties pursuant to the False
Claims Act, it is entitled to recover its litigation costs, including attorney's fees.
(E) Debarment for False Claims. Contractor hereby acknowledges that the filing of a false claim may subject the Contractor to an administrative debarment proceeding wherein the Contractor may
be prevented from further bidding on public contracts for a period of up to five years.
(F) Carlsbad Municipal Code. The provisions of Carlsbad Municipal Code sections 3.32.025, 3.32.026, 3.32.027 and 3.32.028 pertaining to false claims are incorporated herein by reference.
(G) Debarment from Other Jurisdictions. Contractor hereby acknowledges that debarment by
another jurisdiction is grounds for the City of Carlsbad to disqualify the Contractor or subcontrac-
tor from participating in future contract bidding.
(H) Jurisdiction. Contractor agrees and hereby stipulates that the proper venue and jurisdiction for
resolution of any disputes between the parties arising out of this agreement is San Diego County,
California.
init cntJ init F I have read and understand all provisions of Section 11 above.
12. Maintenance of Records. Contractor shall maintain and make available at no cost to the
City, upon request, records in accordance with sections 1776 and 1812 of Part 7, Chapter I,
Article 2, of the Labor Code. If the Contractor does not maintain the records at Contractor's
principal place of business as specified above, Contractor shall so inform the City by certified
letter accompanying the return of this Contract. Contractor shall notify the City by certified mail of
any change of address of such records.
I
13. Labor Code Provisions. The provisions of Part 7, Chapter 1, commencing with section 1720
of the Labor Code are incorporated herein by reference.
14. Security. Securities in the form of cash, cashier's check, or certified check may be substituted
for any monies withheld by the City to secure performance of this contract for any obligation
established by this contract. Any other security that is mutually agreed to by the Contractor and
the City may be substituted for monies withheld to ensure performance under this Contract.
15. Provisions Required by Law Deemed Inserted. Each and every provision of law 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, any such provision is not inserted, or is not
correctly inserted, then upon application of either party, the Contract shall forthwith be physically
amended to make such insertion or correction.
@ Revised 4/22/02 Contract No. 3667-7 Page 36 of 121 Pages
16. Additional Provisions. Any additional provisions of this agreement are set forth in the
"General Provisions" or "Supplemental Provisions" attached hereto and made a part hereof. -
NOTARIAL ACKNOWLEDGMENT OF EXECUTION BY ALL SIGNATORIES MUST BE
ATTACHED
(CORPORATE SEAL)
- (sign here)
CLAIRE R. MANCHFSTER-WAPIEL, SECRETARY
(print name and title)
President or vice-president and secretary or assistant secretary must sign for corporations. If only
one officer signs, the corporation must attach a resolution certified by the secretary or assistant
secretary under the corporate seal empowering that officer to bind the corporation.
APPROVED AS TO FORM:
RONALD R. BALL
City Attorney
By:
DYfy City Attorney
@ Revised 4/22/02 Contract No. 3667-7 Page 37 of 121 Pages
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
f STATE OF CALIFORNIA
5
5
f On JUNE 24,2003 before me, TRICIA CONNOLLY, NOTARY PUBLIC personally
appeared JOSEPH W. SILVIA, PRESIDENT AND CLAIRE R. MANCHESTER-WAMEL, - SECRETARY proved to me on the basis of satisfactory evidence to be the persons whose names
are subscribed to the within instrument and acknowledged to me that they executed the same in
their authorized capacities, and that by their signatures on the instrument the persons, or the entity
upon behalf of which the persons acted, executed the instrument.
P COUNTY OF SAN BERNARDINO
4
* WITNESS my hand and official seal.
- : khgn&.ure of Notary Public - TRlClA CONNOUY
CO~.#1268077
San Bemardino County My Cam. explna May 26,2W
NOTARY PUBLIC - CALIFORNIA 3 4
i.
Though the data below is not required by law, it may prove valuable to persons relying on the
document and could prevent fraudulent reattachment of this form..
DESCRIPTION OF ATTACHED DOCUMENT
b $ TITMOR TYPE OF DOCUMENT
7
NUMBER OF PAGES DATE OF DOCUMENT
CAPACITY CLAIMED BY SIGNER
INDIVIDUAL
PARTNER
CORPORATE OFFICER PRESIDENT & SECRETARY
ATTORNEY IN FACT
TRUSTEE
GUARDIAN OR CONSERVATOR
TITLE
Other
I Signer is Representing: SILVIA CONSTRUCTION, INC. NAME OF PERSON(S) OR ENTITY(S)
RH3wT-w SI-
?
BOND# 08655281
PREMIUM: INCLUDED IN
PERFORMANCE BOND
LABOR AND MATERIALS BOND
WHEREAS, the City Council of the City of Carlsbad, State of Californla, by Resolution NO.
2003-1 34 ,adapted JUNE 3, 2003. ,, has awarded to
SlLVlA CONSTRUCTION INC
(hereinafter designated as the "Principal"), a Contract for:
Contmct NO. 3667-7
2003/04 Pavement Overlay
In the City of Carlsbad, in strict conformity with the drawings and specifications, and other Contract
Documents now on file in the Office of the Clty Clerk of the Cii of Carlsbad and all of which are
incorporated herein by this reference.
WHEREAS, Principal has executed or is about to execute said Contract and the terms thereof
require the furnishing of a bond, providing that If Principal or any of their subcontractors shall fail to
pay for any materials, provlslons, provender or other supplies or teams used in, upon or about the
performance of the work agreed to be done, or for any work or labor done thereon of any kind, the
Surety on this bond will pay the same to the extent hereinafter set forth.
NOW, THEREFORE, WE, SlLVlA CONSTRUCTION INC I as
Principal, (hereinafter designated as the "Contractor"), and ** as Surety,
are held firmly bound unto the City of Carlsbad In the sum of TWO Million One bh~ndred FortK
Nine Thousand Three Hundred Ninety Nine and no/OO------- -Dollars (8 2,149,399.'001.
said sum being an amount equal to: One hundred percent (100%) of the total amount payable under
the terms of the contract by the City of Carlsbad, and for whlch payment well and truly to be made we
bind ourselves, our heirs, executors and administrators, successors, or assigns, jointly and severally, firmly by these presents.
- .
THE CONDlTION OF THIS OBLIGATION IS SUCH that if the Contractor or hidher subcontractors
fail to pay for any materials, provisions, provender, supplies, or teams used in, upon, for, or about the
performance of the work contracted to be done, or for any other work or labor thereon of any kind,
consistent with California Civil Code section 3181, or for amounts due under the Unemployment
Insurance Code with respect to the work or labor performed under this Contract, or for any amounts
required to be deducted, withheld, and paid over to the Employment Development Department from
the wages of employees of the.contractor and subcontractors pursuant to section 13020 of the
Unemployment Insurance Code with respect to the work and labor, that the Surety will pay for the
same, and, also, in case suit is brought upon the bond, reasonable attorney's fees, to be fixed by the
court consistent with California Civil Code section 3248.
This bond shall inure to the benefit of any of the persons named in California Civil Code section
3181, so as to give a right of action to those persons or their assigns in any suit brought upon the bond.
Surety stipulates and agrees that no change, eNension of time, alteration or addition to the terms of
the Contract, or to the work to be performed thereunder or the specifications'accompanying the
same shall affect its obligations on this bond, and it does hereby waive notice of any change,
extension of time, alterations or addition to the terms of the contract or to the work or to the - - spectfications.
** FIDELITY AND DEPOSIT COMPANY OF MARYLAND
a Revised 4/22/02 Contract Nn. 3667-7 Pana 3R nf 131 Dacloc
In the event that Contractor is an Individual, it is agreed that the death of any such Contractor shall
not exonerate the Surety from its obligations under this bond,
Executed by CONTRACTOR this 24th Executed by SURETY this lgTH day
.J
day of JUNE - ,20=. of ’ JUNE ,20E.
CONTRACTOR: SUREW
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
225 S. ME A Vme E., Of #700 surety)
PASADENA. CA 91101
(address of Surety]
w. sILm 626/792-2311
(print name here)
(title and organization of signatory)
PEJBIDrn
,
BY; md -dAd RICHARD A. COON / ATTORNEY-IN-FACT
(sign here) (prlnted name of Attorney-in-Fact)
CZAIXE E. MANcBpsT&R-U~
SECREURY
(attach corporate resolution showing current power
(print name here) of attorney)
- (title and organlation of signatory) \
(Proper notarial acknowledgment of execution by CONTRACTOR end SURETY must be attached.)
(President or vice-president and secretary or assistant secretary must sign for corporatlons. If. only one offlcer , signs, the corporation must attach a resolution certified by the secretary or assistant secretary under corporate
seal empowering that officer to bind the corporation.)
APPROVED AS TO FORM:
.
RONALD R. BALL
City Attorney
Revised 4/22/02 Contract No. 3667-7 Paae 39 nf 171 Pnnm
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
STATE OF CALIFORNIA
COUNTY OF SAN BERNARDINO
On JUNE 24,2003 before me, TRICIA CONNOLLY, NOTARY PUBLIC personally
appeared JOSEPH W. SILVIA. PRESIDENT AND CLAIRE R. MANCHESTER-WAMEL,
SECRETARY proved to me on the basis of satisfactory evidence to be the persons whose names
are subscribed to the within instrument and acknowledged to me that they executed the same in
their authorized capacities, and that by their signatures on the instrument the persons, or the entity
upon behalf of which the persons acted, executed the instrument.
I WITNESS my hand and official seal. W TRlClA CONNOLLY 8 Corn. # 1265077 &
NOTARY PUBLIC -CALIFORNIA 3 !n <z San Bemardlno County MY Gam. ErpW May 26,2004
6
Though the data below is not required by law, it may prove valuable to persons relying on the
document and could prevent fkaudulent reattachment of this form.. *
N OF ATTACHED DOCUMENT t ,-
i c
n
CAPACITY CLAIMED BY SIGNER
INDIVIDUAL
PARTNER
CORPORATE OFFICER PRESIDENT & SECRETARY
ATTORNEY IN FACT
TRUSTEE
GUARDIAN OR CONSERVATOR
TITLE
Other
4 , Signer is Representing: SILVIA CONSTRUCTION, INC. NAME OF PERSON@) OR ENTITY@)
Lexie Sherwood - Notary Public on 6-19-03 , before me,
personally known to me {or proved to me on the basis of satisfactory
evidence) to be the person(s) whose nume(s) idare subscribed to the
within instrument and acknowledged to me that he/she/they executed
the same in his/her/their uuthorized capacity(ies), and that by hidher/their
signature{s) on the instrument the person(s), or the entity upon behalf
of which the person(s) acted, executed the instrument.
WITNESS my hand and official seal.
Signature
7his area for Oficiul Notarial Seal
0 PTI 0 N AL
Though the data below is not required by law, it may prove valuable to persons relying on the document and could
prevent fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT
INDIVIDUAL
0 CORPORATE OFFICER
TITLE(S)
PARTNER(S) 0 LIMITED
!d AlTORNEY-IN-FACT
0 TRUSTEE(S)
0 GUARDIAN/CONSERVATOR
OTHER:
0 GENERAL
Payment Bond
TITLE OF TYPE OF DOCUMENT
Two (2)
NUMBER OF PAGES
6-1 9-03
DATE OF DOCUMENT
SIGNER IS REPRESENTING:
Fidelity and Deposit Company of Maryland
NAME OF PERSON(S) OR ENTITY(IES)
NIA
SIGNER(S) OTHER THAN NAMED ABOVE
ALL-PURPOSE ACKNOWLEDGEMENT ID-1232 (REV. 5/01)
BOND# 08655281
PREMIUM: $12,317
, -. FAITHFUL PERFORMANCEMIARRANTY BOND
WHEREAS, the City Council of the City of Carlsbad, State of Callfomia, by Resolution
, adopted JUNE 3, 2003 , has awarded to No. 2003-134
' SlLVlA CONSTRUCTtON INC , (hereinafter
designated as the "Principal"), a Contract for: Contract No. 3667-7
2003104 Pavement Overlay
in the City of Carisbad, in strict conformity wlth the Contract, the drawlngs and specifications, and
other Conbag Documents now on flle In the Offlce of the Clty Clerk of the City of Carlsbad, dl of whlch are incorporated herein by this reference.
WHER€AS, Prlndpal has executed or Is about to execute said Contract and the terms thereof require the furnishing of a bond for the faithful performance and warranty of said Contract:,
NOW, THEREFORE, WE, SlLVlA CONSTRUCTION INC , as Principal,
(herelnafter deslgnated as the "Contractor"), and FIDELITY AWD DEPOSIT &mPANy OF MARYLAND
, as Surety, are held and firmly bound unto the City of Carlsbad,
On the sum of TEO Million One Hundred Forty Nine Thousand Three Hundred
one nundred percent(100%) of the estimated amount-ct, to de paid to City or its certirln
attorney, Its successors and assigns; for which payment, well and truly to be made, we bind
ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH that if the above bounden Contractor, their heirs,
executors, adminlstrators, successo~ or assigns, shall in all things stand to and abide by, and well
and truly keep and perform the covenants, condltlons, and agreements in the Contract and any
atteration thereof made as therein provided on their part, to be kept and performed at the time and In
the manner therein specified, and in all respects according to thelr true intent and meaning, and shall
indemnify and save haqnless the City of Carlsbad, its officers, employees and agents, as thereln stipulated, then this obligation shall become null and vold; otherwise It shall remaln in full force and effect.
-i
Ninety Nine Wnaloo _------- uoiiars ($ 00 , saia sum being equal to
As a. part of the. obligation secured hereby and in addition to.ihe.faGe amount speaified therefor, there shall be Included dosts and reaaonable expenses and fees, induding reasonable attorneys fees,
incurred by the City in successfully enforcing such obligation, all to be taxed as costs and included in
any judgment rendered.
Surety stipulates and agrees that no. change, extension of time, alteration or addition to the terms of the Contract, or to the work to be performed thereunder or the specifications accompanying the
same shall affect its obligations on this bond, end It does hereby waive notice of any change, + extension of time, alterations or addition to the terms of the contract or to the work or to the specifications.
In the event that Contractor is an Individual, it is agreed that the death of any such Contractor shall
not exonerate the Surety from its obligations under this bond.
\
Executed by CONTRACTOR this 24th Executed by SURETY this 19TH day of
day of JUNE ,20 03 . JUNE ,20z.
CONTRACTOR: SURETY:
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
(name of Surety)
225 S. LAKE AVE., #700
PASADENA, CA 91101
(address of Surety)
(telephone number of Surety)
Josm w. snvu 6261792-2311
(print name here) A
' PBEsIDrn By: (Tile and Organization of Signatory) (si&ature of Attorney-in-Fact)
RICHARD A. COON / ATTORNEY-IN-FACT By: .- - h7 - b&-&&-b!! (printed name of Attorney-in-Fact)
(sign here)
cLAIBJ3 8. -TER-WwAMEL (Attach corporate resolution showing current
power of attorney.) (print name here)
(Title and Organization of signatory)
SECREl?ARY
(Proper notarial acknowledgment of execution by CONTRACTOR and SURETY must be attached.)
(President or vice-president and secretaary or assistant secretary must sign for corporations. If only
one officer signs, the corporation must attach a resolution certified by the secretary or assistant
secretary under corporate seal empowering that officer to blnd the corporation.)
APPROVED AS TO FORM:
RONALD R; BALL
City Attorney
Deputy ty Attorney
By: :
Revised 4/22/02 ' Contract No. 3667-7 Pane A7 of 171 Dinac
CALIFORNIA ALL-PURPOSE ACKNOWLEDGMENT
- ! STATE OF CALIFORNIA e 9 i
5 COUNTY OF SAN BERNARDINO
On JUNE 24.2003 before me, TRICIA CONNOLLY. NOTARY PUBLIC personally
appeared JOSEPH W. SILVIA, PRESIDENT AND CLAIRE R. MANCHESTER-WAMEL,
SECRETARY proved to me on the basis of satisfactory evidence to be the persons whose names
are subscribed to the within instrument and acknowledged to me that they executed the same in
their authorized capacities, and that by their signatures on the instrument the persons, or the entity
upon behalf of which the persons acted, executed the instrument.
5
WITNESS my hand and official seal.
D
(. ................................. OPTIONAL--------------------------------
d
' Though the data below is not required by law, it may prove valuable to persons relying on the
document and could prevent fiaudulent reattachment of this form..
f DESCRIPTION OF ATTACHED DOCUMENT I
NUMBER OF PAGES cH& DATE OF DOCUMENT +XBd3
0 0 IXI
E
0 I7
CAPACITY CLAIMED BY SIGNER
INDIVIDUAL
PARTNER
CORPORATE OFFICER PRESIDENT & SECRETARY
TITLE
ATTORNEY IN FACT
TRUSTEE
GUARDIAN OR CONSERVATOR
Other
Signer is Representing: SILVIA CONSTRUCTION. INC.
NAME OF PERSON(S) OR ENTITY(S)
F F
I
STATE OF California
COUNTY OF Orange
on 6-19-03 , before me, Lexie Shewood - Notary Public
} ss.
personally known to me (orproved to me on the basis of satisfactory
evidence) to be the person(s) whose name(s) idare subscribed to the
within instrument and acknowledged to me that he/she/they executed
the same in his/her/their authorized capaciiy(ies), and that by his/her/their
signature(s) on the instrument the person(s), or the entity upon behalf
of which the person(s) acted, executed the instrument.
WITNESS my hand and oficiul seal.
Signature
This area for Oficial Notarial Seal
OPTIONAL
Though the data below is not required by law, it may prove valuable to persons relying on the document and could
prevent fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER DESCRIPTION OF ATTACHED DOCUMENT
0 INDIVIDUAL
0 CORPORATE OFFICER
TITLE@)
0 PARTNER(S) 0 LIMITED 0 GENERAL
AlTORNEY-IN-FACT 0 TRUSTEE(S)
0 GUARDIAN/CONSERVATOR
Performance Bond
TITLE OF TYPE OF DOCUMENT
Two (2)
NUMBER OF PAGES
0 OTHER: 6-1 9-03
DATE OF DOCUMENT
SIGNER IS REPRESENTING:
Fidelity and Deposit Company of Maryland
NAME OF PERSON(S) OR ENTITY(IES)
NIA .. .
SIGNER(S) OTHER THAN NAMED ABOVE
ALL-PURPOSE ACKNOWLEDGEMENT 10-1232 (REV. 5/01)
Power of Attorney
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
HOME OFFICE. BALTIMORE, MD
KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation of the State of
Maryland, by C. M. PECOT, JR., Vice-President, and C. W. ROBBINS, Assistant Secretary, in pursuance of authority granted by Article
VI, Section 2, of the By-Laws of said Company, which are set forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof, does hereby nominate, constitute
n the reverse side hereof is a true copy of Article VI, Section
Secretary have hereunto subscribed their names and affixed the
MARYLAND, this -____ %;h _____________ day of
2, of the By-Laws of said Company,
IN WITNESS WHEREOF, the said
Sl’ATZ OF hhRYLAND
CoUmr OF BALTIMORE
On this--%kL-day of &9!---, A.D. 19-95, before the subscriber, a Notary Public of the State of Maryland, duly
commissioned and qualified, came C. M. PECOT, JR., Vice-President and C. W. ROBBINS, Assistant Secretary of the FIDELITY AND
DEPOSIT COMPANY OF MARYLAND, to me personally hwn to be the individuals and officers described in and who executed the preceding
Instrument, and they each acknowledged the execution of the same, and being by me duly sworn, severally and each for himself deposeth
and saith, that they are the said officers of the Company aforesaid, and that the seal affixed to the preceding instrument is the Corporate
Seal of said Company. and that the said Corporate Seal and their signatures as such officers were duly affixed and subscribed to the said
instrument by thc authority and direction of the said Corporation.
IN TESnMOW WHEREOF, I have hereunto set my hand and affixed my Official Seal the day and year first above written.
@CAFtOL. ---+yd/W--- J. FADER Notary Public
My Commission Expires August 1.19e6_-- %ad
CERTIFICATE
I, the undersigned. Assistant Secretary of the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, do hereby certify that the ongd
Power of Anom) of which the foregoing is a full, true and correct copy, is in full force and effect on the date of this certificate; and
I do further ccmh that tht Vice-president who executed the said Power of Attorney was one of the additional Vice-presidents specially
authorized b> thc hrd of Directors to appoint any Attorney-in-Fact as provided in Article VI, Section 2, of the By-Laws of the
FIDELITY ASD DEPOSIT COMPANY OF MARYLAND.
This Certificate may be signed by facsimile under and by authority of the following resolution of the Board of Directors of the FIDELITY
AND DEPOSIT COMPANY OF MARYLAND at a meeting duly called and held on the 16th day of July, 1%9.
RESOLVED: “That the facsimile or mechanically reproduced signature of any Assistant Secretary of the Company, whether made heretofore
or hereafter, wherever appearing upon a certified copy of any power of attorney issued by the Company, shall be valid and binding upon
the Company with the same force and effect as though manually affixed.”
IN TESTIMONY WHEREOF, I have hereunto subscribed my name and affixed the corporate seal of the said company, thidj-T-H--
day of ______ 2-W-E . 2003
EXTRACT FROM BY-LAWS OF FIDELITY AND DEPOSIT COMPANY OF MARYLAND
“Article VI, Section 2. The Chairman of the Board, or the President, or any Executive Vice-president, or any of the Senior Vice-
Presidents or Vice-Presidents specially authorized so to do by the Board of Directors or by the Executive Committee, shall have power,
by and with the concurrence of the Secretary or any one of the Assistant Secretaries, to appoint Resident Vice-presidents, Assistant
Vice-Presidents and Attorneys-in-Fact as the business of the Company may require, or to authorize any person or persons to execute
on behalf of the Company any bonds, undertakings, recognizances, stipulations, policies, contracts, agreements, deeds, and releases
and assignments of judgements, decrees, mortgages and instruments in the nature of mortgages,. . .and to affix the seal of the Company
thereto.”
ZURICH i
-I. THIS IMPORTANT DISCLOSURE NOTICE IS PART OF YOUR BOND
We are making the following informational disclosures in compliance with The Terrorism Risk Insurance Act of
4 i
2002. No action is required on your part.
Disclosure of Terrorism Premium
The premium charge for risk of loss resulting from acts of terrorism (as defined in the Act) under this bond is
$-waived-. This amount is reflected in the total premium for this bond.
Disclosure of Availability of Coverape for Terrorism Losses
As required by the Terrorism Risk Insurance Act of 2002, we have made available to you coverage for losses
resulting from acts of terrorism (as defined in the Act) with terms, amounts, and limitations that do not differ
materially as those for losses arising from events other than acts of terrorism.
Disclosure of Federal Share of Insurance Company's Terrorism Losses
The Terrorism Risk Insurance Act of 2002 establishes a mechanism by which the United States government will
share in insurance company losses resulting from acts of terrorism (as defined in the Act) after a insurance company
has paid losses in excess of an annual aggregate deductible. For 2002, the insurance company deductible is 1% of
direct earned premium in the prior year; for 2003,7% of direct earned premium in the prior year; for 2004, 10% of
direct earned premium in the prior year; and for 2005, 15% of direct earned premium in the prior year. The federal
share of an insurance company's losses above its deductible is 90%. In the event the United States government
participates in losses, the United States government may direct insurance companies to collect a terrorism surcharge
from policyholders. The Act does not currently provide for insurance industry or United States government
participation in terrorism losses that exceed $100 billion in any one calendar year.
-
Definition of Act of Terrorism
The Terrorism Risk Insurance Act defines "act of terrorism" as any act that is certified by the Secretary of the
Treasury, in concurrence with the Secretary of State and the Attorney General of the United States:
1.
2.
3.
4.
to be an act of terrorism;
to be a violent act or an act that is dangerous to human life, property or infrastructure;
to have resulted in damage within the United States, or outside of the United States in the case of an air
carrier (as defined in section 40102 of title 49, United 17 States Code) or a United States flag vessel (or a
vessel based principally in the United States, on which United States income tax is paid and whose insurance
coverage is subject to regulation in the United States), or the premises of a United States mission; and
to have been committed by an individual or individuals acting on behalf of any foreign person or foreign
interest as part of an effort to coerce the civilian population of the United States or to influence the policy or
affect the conduct of the United States Government by coercion.
But, no act shall be certified by the Secretary as an act of terrorism if the act is committed as part of the course of a
war declared by Congress (except for workers' compensation) or property and casualty insurance losses resulting
from the act, in the aggregate, do not exceed $5,000,000.
These disclosures are informational only and do not modify your bond or affect your rights under the bond. -
Copyright Zurich American Insurance Company 2003
surety terrorism disclosure notice
.-
I
OPTIONAL ESCROW AGREEMENT FOR
SECURITY DEPOSITS IN LIEU OF RETENTION
This Escrow Agreement is made and entered into by and between the City of Carlsbad whose
address is 1200 Carlsbad Village Drive, Carlsbad, California, 92008, hereinafter called "City" and
SILVIA CONSTRUCTION, INC. whose address is
9007 CENTER AVENUE, RANCHO CUCAMONGA, CA 91730-5311 hereinafter called
"Contractof and ORANGE COUNTY BUSINESS BANK whose address is
4675 MACARTHUR COURT, SUITE 100, NEWPORT BEACH, CA 92660 hereinafter
called "Escrow Agent."
For the consideration hereinafter set forth, the City, Contractor and Escrow Agent agree as follows:
1. Pursuant to sections 22300 and 10263 of the Public Contract Code of the State of California,
the Contractor has the option to deposit securities with the Escrow Agent as a substitute for retention
earnings required to be withheld by the City pursuant to the Construction Contract entered into
between the City and Contractor for Contract No. 3667-7, 2003/04 Pavement Overlay in the amount of 2 , 149,399.00 dated JUNE 24 2003(hereinafter referred to as the
"Contract"). Alternatively, on written request of the Contractor, the City shall make payments of the
retention earnings directly to the Escrow Agent. When the Contractor deposits the securities as a
substitute for Contract earnings, the Escrow Agent shall notify the City within 10 days of the deposit.
The Escrow Agent shall maintain insurance to cover negligent acts and omissions of the Escrow
Agent in connection with the handling of retentions under these sections in an amount not less than
$100,000 per contract. The market value of the securities at the time of the substitution shall be a
least equal to the cash amount then required to be withheld as retention under the terms of the
contract between the City and Contractor. Securities shall be held in the name of the
, and shall designate the Contractor as the beneficial
owner.
CITY OF CARLSBAD
2. The City shall make progress payments to the Contractor for such funds which otherwise would
be withheld from progress payments pursuant to the Contract provisions, provided that the Escrow
Agent holds securities in the form and amount specified above.
3. When the City makes payment of retentions earned directly to the Escrow Agent, the Escrow
Agent shall hold them for the benefit of the Contractor until such time as the escrow created under
this contract is terminated. The Contractor may direct the investment of the payments into securities.
All terms and conditions of this agreement and the rights and responsibilities of the parties shall be
equally applicable and binding when the City pays the Escrow Agent directly.
4. The Contractor shall be responsible for paying all fees for the expenses incurred by the Escrow
Agent in administering the Escrow Account and all expenses of the City. These expenses and
payment terms shall be determined by the City, Contractor and Escrow Agent.
5. The interest earned on the securities or the money market accounts held in escrow and all
interest earned on that interest shall be for the sole account of Contractor and shall be subject to
withdrawal by Contractor at any time and from time to time without notice to the City.
Revised 4/22/02 Contract No. 3667-7 Page 42 of 121 Pages
6. Contractor shall have the right to withdraw all or any part of the principal in the Escrow Account only by written notice to Escrow Agent accompanied by written authorization from City to the Escrow
Agent that City consents to the withdrawal of the amount sought to be withdrawn by Contractor.
-
7. The City shall have a right to draw upon the securities in the event of default by the Contractor. Upon seven days' written notice to the Escrow Agent from the City of the default, the Escrow Agent
shall immediately convert the securities to cash and shall distribute the cash as instructed by the City.
8. Upon receipt of written notification from the City certifying that the Contract is final and complete and that the Contractor has complied with all requirements and procedures applicable to the
Contract, the Escrow Agent shall release to Contractor all securities and interest on deposit less
escrow fees and charges of the Escrow Account. The escrow shall be closed immediately upon disbursement of all moneys and securities on deposit and payments of fees and charges.
9. The Escrow Agent shall rely on the written notifications from the City and the Contractor pursuant
to sections (1) to (8), inclusive, of this agreement and the City and Contractor shall hold Escrow
Agent harmless from Escrow Agent's release, conversion and disbursement of the securities and
interest as set forth above.
IO. The names of the persons who are authorized to give written notices or to receive written notice
on behalf of the City and on behalf of Contractor in connection with the foregoing, and exemplars of their respective signatures are as follows:
For Contractor:
For Escrow Agent:
For City: Title FINANCE DIRECTOR
Name LA. d .IA,L rdJ
Address 1635 &doky Am, CarIdd PA ~008
Signature &L4A+ ItJsr. CylLhcLBkkr
Title VICE PRESIDENT
A 91730
Title EXEC. VICE PRESIDENT
ACH, CA
2660
At the time the Escrow Account is opened, the City and Contractor shall deliver to the Escrow Agent
a fully executed counterpart of this Agreement.
Revised 4/22/02 Contract No. 3667-7 Page 43 of 121 Pages
IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the
date first set forth above.
Title MAYOR For City:
AUDE A LEWI
b - Address 1200 CARLSBAD VILLAGE DR., CARLSBADy CA 92008
For Contractor:
For Escrow Agent:
_-
Title : VICE PRESIDENT
Name , FRANK Nb DUDLEY ,j ,
Signature
Address 90~ CENTER AVENUE, RdW CUCAMONGA, CA 91730
EXEC. VICE PRESIDENT Title
a Revised 4/22/02 Contract No. 3667-7 Page 44 of 121 Pages
~~ ~ ~
- City of Carlsbad
March 26,2003
ADDENDUM NO. 1
RE: CONSTRUCTION OF THE 2003/04 STREET OVERLAY, Contract No. 3667-7
Please include the attached addendum in the Notice to BiddedRequest for Bids you
have for the above project.
This addendum--receipt acknowledged--must be attached to your Request for Bid when
your bid is submitted.
Buyer
KD:jlk
Attachment
I ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 1
SILVIA CONSTRUCTION, INC.
1635 Faraday Avenue Carlsbad, CA 92008-7314 .I (760) 602-2460 .I FAX (760) 602-8556 @
ar.. .
. .. PART 3 Construction Methods
.
.
Section 300 Earthwork 300-1 Clearing And Grubbing ........................................................................................ 103
300-2 Unclassified Excavation ........................................................................................ 103
Section 301 Treated Soil. Subgrade Preparation And Placement Of Base Materials
301-1 Subgrade Preparation ........................................................................................... 103
Section 302 Roadway Surfacing 302-5 Asphalt Concrete Pavement ................................................................................. 104 302-1 1 Asphalt Pavement Repairs And Remediation ...................................................... 104
Section 303
303-5
Concrete And Masonry Construction .
Concrete Curbs. Walks. Gutters. Cross Gutters. Alley Intersections.
303-1 Concrete Structures .............................................................................................. 105
106 303-6 Stamped Concrete ................................................................................................ 106
Access Ramps. And Driveways ............................................................................
Section 306 Underground Conduit Construction
306-5 Abandonment Of Conduits And Structures .......................................................... 110
306-1 Open Trench Operations ...................................................................................... 107
Section 308 Landscape And Irrigation Installation 308-1 General .................................................................................................................. 110
308-2 Earthwork And Topsoil Placement ....................................................................... 110
308-4 Planting ................................................................................................................. 112
308-6 Maintenance And Plant Establishment ................................................................. 115
308-7 Guarantee ............................................................................................................. 116
Section 31 0 Painting 31 0-5 Painting Various Surfaces ................................................................................... 116
31 0-7 Permanent Signing ............................................................................................... 117
Section 31 2 Pavement Marker Placement And Removal 31 2-1 Placement ............................................................................................................. 118
Section 31 3 Temporary Traffic Control Devices 31 3-1 Temporary Traffic Pavement Markers .................................................................. 118
31 3-2 Temporary Traffic Signing ................................................................................... 119
31 3-4 Measurement And Payment .................................................................................. 121 31 3-3 Temporary Railing (Type K) And Crash Cushions .............................................. 119
Appendix I ............................................................. La Costa Avenue Sidewalks (6 sheets)
t3 Revised 4/22/02 Contract No . 3667-7 Revised per Addendum No . I Page 5 of 121 Pages
CITY OF CARLSBAD
“2003/04 PAVEMENT OVERLAY PROJECT ”
CONTRACT NO. 3667-7
ADDENDUM NO. 1
The City of Carlsbad issues this Addendum No. 1 to the Contract Documents for the 2003/04
Pavement Overlay Project, Contract No. 3667-7. The addendum consists of a revised
Contractor’s Proposal, revised General and Supplemental Provisions sections, a new Appendix,
two revised plan sheets, this notice and a cover sheet.
Contractor’s Proposal and Project Specifications:
To Table of Contents - Add an item to the Table of Contents referring to Appendix 1 see
attached page 5.
To Contractor’s Proposal - Change the item numbering to reflect the incorporation of
Bid Schedules A, B and C. Use the revised Contractor’s Proposal pages attached.
To Contractor’s Proposal item No. 25 now A-25- Paint 6” White Bike Lane per Caltrans
Detail 39, change the approximate quantity from 13,665 LF to 14,065 LF. Use the
revised Contractor’s Proposal page attached.
To Contractor’s Proposal item No. 26 now A-26- Paint 6” White Bike Lane Intersection
Line per Caltrans Detail 39A, change the approximate quantity from 2,500 LF to 2,300
LF. Use the revised Contractor’s Proposal page attached.
To Contractor’s Proposal item No. 30 now A-30- Paint “BIKE LANE” Pavement Legend
and Arrow - Thermoplastic, change the approximate quantity from 17 EA to 18 EA. Use
the revised Contractor’s Proposal page attached.
To Contractor’s Proposal item No. 35 - Paint Caltrans Pavement Arrows (Types I, IV and
VII), change the approximate quantity from 26 EA to 28 EA. Use the revised
Contractor’s Proposal page attached.
To Contractor’s Proposal - Add Schedules A and B. Use the revised Contractor’s
Proposal pages attached.
To Page 48, Section 2-5.1 of the Supplemental Provisions, add the reference to the La
Costa Avenue Sidewalks, 6 Sheets as included in Appendix 1 to the second paragraph,
see attached page 48 and attached Appendix 1.
c
9) To Page 77, Section 201-1.2, add the reference to El Camino Real in the listing of
colored concrete information, see attached page 77.
10) To Pages 106-107, Section 303-6, add 303-6.1, renumber and revise section 303-6.6 to be
303-6.5 and then add a new section 303-6.6 and revise section 303-6.8, see attached
pages 106 and 107.
Contract Plans:
1) Delete plan sheets 1 1 and 12 dated 2/24/03, and substitute revised plan sheets 1 1 and 12
dated 3/20/03 as included in this addendum, see attached plan sheets dated 3/20/03.
2) Add Appendix 1- La Costa Avenue Sidewalks, which consists six sheets, showing the
location and scope of the sidewalk construction tasks along La Costa Avenue, see
attached Appendix 1.
- City of Carlsbad
April 10, 2003
ADDENDUM NO. 2
RE: CONSTRUCTION OF THE 2003/04 STREET OVERLAY,
PROJECT NO.: 3667-7
Please include the attached addendum in the Notice to Bidder/Request for Bids you
have for the above project.
Please note change in due date for the above-mentioned bid.
New date for bid openinq is:
Thursday, April 24,2003
Time remains the same: 4:OO p.m. _-
This addendum--receipt acknowledged--must be included to your bid when your bid is
submitted.
77-*
KEVIN DAVIS
Buyer
KD:jlk
I ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 2
SILVIA CONSTRUCTION, INC.
1635 Faraday Avenue Carlsbad, CA 92008-731 4 - (760) 602-2460 - FAX (760) 602-8556 @
CITY OF CARLSBAD
“2003/04 PAVEMENT OVERLAY PROJECT ”
CONTRACT NO. 3667-7
ADDENDUM NO. 2
The City of Carlsbad issues this Addendum No. 2 to the Contract Documents for the 2003/04
Pavement Overlay Project, Contract No. 3667-7. The addendum consists of a revised Notice
Inviting Bids page, Contractor’s Proposal page, Supplemental Provisions sections, this notice and
a cover sheet.
Notice Invitings Bids, Contractor’s Proposal and Project Specifications:
To Table of Contents - Add an item to the Table of Contents referring to Appendix 2, see
attached page 5.
To the Notice Inviting Bids - Change the first paragraph to reflect the new bid.date to be
April 24,2003, see attached page 6.
To reflect the inclusion of the sawcut, removal and disposal of material in the bid item for
Full Depth Asphalt Concrete Patch - 12” the following revision is made. To Contractor’s
Proposal item No. A-5 - Sawcut remove and dispose of existing roadway structural
section, change the Approximate Quantity and Unit from 5650 CY to 2275 CY. Use the
revised Contractor’s Proposal page 10 attached.
To clarify the meaning of bid items A-1 6 and A-1 7 the Full Raise of Utility covers add
Section 302-5.8 to the Supplemental Provisions, see attached pages 103 thru 105.
To clarify the items of work included in the price bid for bid item Full Depth Asphalt
Conrete Patch - 12”, revise section 302-1 1.4 Measurement and Payment, see attached
page 105.
Add Appendix 2 - CMWD Standard Drawings, see attached Appendix 2.
PART 3 Construction Methods
rc Section 300 Earthwork
300-1 Clearing And Grubbing .................. ..................................................................... 103
300-2 Unclassified Excavation ........................................................................................ 103
Section 301 Treated Soil. Subgrade Preparation And Placement Of Base Materials
301 -1 Subgrade Preparation ........................................................................................... 103
Section 302 Roadway Surfacing
302-5 Asphalt Concrete Pavement ................................................................................. 104
302-1 1 Asphalt Pavement Repairs And Remediation ...................................................... 104
Section 303 303-1 Concrete Structures ............................... : .............................................................. 105
303-5
106
303-6 Stamped Concrete ................................................................................................ 106
Concrete And Masonry Construction .
Concrete Curbs, Walks, Gutters, Cross Gutters, Alley Intersections,
Access Ramps, And Driveways ............................................................................
Section 306 Underground Conduit Construction
306-1 Open Trench Operations ...................................................................................... 107
306-5 Abandonment Of Conduits And Structures .......................................................... 110
Section 308
308-1 General .................................................................................................................. 110
308-2 Earthwork And Topsoil Placement ....................................................................... 110
308-4 Planting ................................................................................................................. 112
308-6 Maintenance And Plant Establishment ................................................................. 115
308-7 Guarantee ............................................................................................................. 116
Landscape And Irrigation Installation
I
Section 31 0 Painting 31 0-5 Painting Various Surfaces ................................................................................... 116
310-7 Permanent Signing ............................................................................................... 117
Section 31 2 Pavement Marker Placement And Removal 312-1 Placement ............................................................................................................. 118
Section 31 3 Temporary Traffic Control Devices 31 3-1 Temporary Traffic Pavement Markers .................................................................. 118
31 3-2 Temporary Traffic Signing ................................................................................... 119
31 3-4 Measurement And Payment .................................................................................. 121 31 3-3 Temporary Railing (Type K) And Crash Cushions .............................................. 119
Appendix 1 ............................................................. La Costa Avenue Sidewalks (6 sheets)
I Appendix 2 ................................................................................ CMWD Standard Drawings
f% Revised 4/22/02 Contract No . 3667-7 Revised per Addendum No . 2 Page 5 of 121 Pages
CITY OF CARLSBAD, CALIFORNIA
NOTICE INVITING BIDS -
Until 4:OO P.M. on April 24, 2003, the City shall accept sealed bids, clearly marked as such, at the
Faraday Center, 1635 Faraday Avenue, Carlsbad, CA 92008-7314, Attn: Purchasing Officer, by mail,
delivery service or by deposit in the Bid Box located in the first floor lobby, at which time they will be
opened and read, for performing the work as follows: Overlay, roadway reconstruction, curb and
gutter, sidewalk and median reconstruction.
CONTRACT NO. 3667-7
2003104 Pavement Overlav Proiect
This bid and the terms of the Contract Documents and Supplemental Provisions constitute an
irrevocable offer that shall remain valid and in full force for a period of 90 days and such additional
time as may be mutually agreed upon by the City of Carlsbad and the Bidder.
The work shall be performed in strict conformity with the plans and specifications as approved by the
City Council of the City of Carlsbad on file with the {Engineering) Department. The specifications for
the work include the Standard Specifications for Public Works Construction, 2000 Edition, and
supplements thereto, all hereinafter designated "SSPWC" as issued by the Southern California
Chapter of the American Public Works Association and as amended by the supplemental provisions
sections of this contract. Reference is hereby made to the plans and specifications for full particulars
and description of the work.
The City of Carlsbad encourages the participation of minority and women-owned businesses. I
The City of Carlsbad encourages all bidders, suppliers, manufacturers, fabricators and contractors to
utilize recycled and recyclable materials when available, appropriate and approved by the Engineer.
The City of Carlsbad may disqualify a contractor or subcontractor from participating in bidding when
a contractor or subcontractor has been debarred by the City of Carlsbad or another jurisdiction in the
State of California as an irresponsible bidder.
No bid will be received unless it is made on a proposal form furnished by the Purchasing
Department. Each bid must be accompanied by security in a form and amount required by law. The
bidder's security of the second and third next lowest responsive bidders may be withheld until the
Contract has been fully executed. The security submitted by all other unsuccessful bidders shall be
returned to them, or deemed void, within ten (10) days after the Contract is awarded. Pursuant to the
provisions of law (Public Contract Code section 10263), appropriate securities may be substituted for
any obligation required by this notice or for any monies withheld by the City to ensure performance
under this Contract. section 10263 of the Public Contract Code requires monies or securities to be
deposited with the City or a state or federally chartered bank in California as the escrow agent. The
escrow agent shall maintain insurance to cover negligent acts and omissions of the agent in connection with the handling of retentions under this section in an amount not less than $100,000
per contract.
The documents which comprise the Bidder's proposal and that must be completed and properly
executed including notarization where indicated are:
f3 r* Revised 4/22/02 Contract No. 3667-7 Revised per Addendum No. 2 Page 6 of 121 Pages
SUPPLEMENTAL PROVISIONS
FOR
2003/04 Pavement Overlay
CONTRACT NO. 3667-7
SUPPLEMENTAL PROVISIONS TO
STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
PART 1, GENERAL PROVISIONS
SECTION I -- TERMS, DEFINITIONS ABBREVIATIONS AND SYMBOLS
1-1 TERMS
Add the following section:
1-1 .I Reference to Drawings. Where words "shown", "indicated", "detailed", "noted", "scheduled",
or words of similar import are used, it shall be understood that reference is made to the plans
accompanying these provisions, unless stated otherwise.
Add the following section:
1-1.2 Directions. Where words "directed", "designated", "selected", or words of similar import are
used, it shall be understood that the direction, designation or selection of the Engineer is intended,
unless stated otherwise. The word "required" and words of similar import shall be understood to
mean "as required to properly complete the work as required and as approved by the Engineer,"
unless stated otherwise.
Add the following section:
1-1.3 Equals and Approvals. Where the words "equal", "approved equal", "equivalent", and such
words of similar import are used, it shall be understood such words are followed by the expression "in
the opinion 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 approval,
acceptance, or similar import of the Engineer is intended.
Add the following section:
1-1.4 Perform. The word "perform" shall be understood to mean that the Contractor, at its
expense, shall perform all operations, labor, tools and equipment, and further, including the
furnishing and installing of materials that are indicated, specified or required to mean that the
Contractor, at its expense, shall furnish and install the work, complete in place and ready to use,
including furnishing of necessary labor, materials, tools, equipment, and transportation.
1-2 DEFINITIONS. Modify as follows: The following words, or groups of words, shall be exclusively
defined by the definitions assigned to them herein.
Agency - the City of Carlsbad, California.
City Council - the City Council of the City of Carlsbad.
a Revised 4/22/02 Contract No. 3667-7 Page 45 of 121 Pages
City Manager - the City Manager of the City of Carlsbad or hidher approved representative.
Dispute Board - persons designated by the City Manager to hear and advise the City Manager on
claims submitted by the Contractor. The City Manager is the last appeal level for informal dispute
resolution.
Engineer - the Public Works Director of the City of Carlsbad or hidher approved representative.
The Engineer is the third level of appeal for informal dispute resolution.
Minor Bid Item - a single contract item constituting less than 10 percent (10%) of the original
Contract Price bid.
Own Organization - When used in Section 2-3.1 - Employees of the Contractor who are hired,
directed, supervised and paid by the Contractor to accomplish the completion of the Work. Further,
such employees have their employment taxes, State disability insurance payments, State and
Federal income taxes paid and administered, as applicable, by the Contractor. When used in
Section 2-3.1 ”own organization” means construction equipment that the Contractor owns or leases
and uses to accomplish the Work. Equipment that is owner operated or leased equipment with an
operator is not part of the Contractor’s Own Organization and will not be included for the purpose of compliance with section 2-3.1 of the Standard Specifications and these Supplemental Provisions.
Owner OperatorlLessor - Any person who provides equipment or tools with an operator provided
who is employed by neither the Contractor nor a subcontractor and is neither an agent or employee
of the Agency or a public utility.
Principal Inspector - The Senior Inspector’s immediate supervisor and second level of appeal for
informal dispute resolution.
4.
Project Inspector - the Engineer’s designated representative for inspection, contract administration
and first level for informal dispute resolution.
Project Manager - the City Engineer of the City of Carlsbad or hidher approved representative.
Senior Inspector -the Project Inspector’s immediate supervisor and first level of appeal for informal
dispute resolution.
1-3 ABBREVIATIONS
1-3.2 Common Usage, add the following:
Abbreviation Word or Words
Apts ........................................ Apartment and Apartments
Bldg ........................................ Building band Buildings
CMW D .................................... Carlsbad Municipal Water District
CSSD ..................................... Carlsbad Supplemental Standard Drawings
cfs ........................................... Cubic Feet per Second
Comm ..................................... Commercial
DR .......................................... Dimension Ratio
E ............................................. Electric
G ............................................. Gas
gal ........................................... Gallon and Gallons
Gar ......................................... Garage and Garages
GNV ........................................ Ground Not Visible
gpm ........................................g allons per minute
Revised 4/22/02 Contract No. 3667-7 Page 46 of 121 Pages
IE ............................................ Invert Elevation
MSL ........................................ Mean Sea Level (see Regional Standard Drawing M-12)
NCTD ..................................... North County Transit Distrct
OHE ........................................ Overhead Electric
OMWD ................................... Olivenhain Municipal Water District
ROW ...................................... Right-of-way
S ............................................. Sewer or Slope, as applicable
SDNR ..................................... San Diego Northern Railway
SDRSD ................................... San Diego Regional Standard Drawing
SFM ........................................ Sewer Force Main
T ............................................. Telephone
UE .......................................... Underground Electric
W ............................................ Water, Wider or Width, as applicable
VW D ....................................... Vallecitos Water District
LCWD ..................................... Leucadia County Water District
MTBM ..................................... Microtunneling Boring Machine
SECTION 2 -- SCOPE AND CONTROL OF THE WORK
2-3 SUBCONTRACTS.
2-3.1 General, add the following: Should the Contractor fail to adhere to the provisions requiring
the Contractor to complete 50 percent of the contract price with its own organization, the Agency may
at its sole discretion elect to cancel the contract or to deduct an amount equal to 10 percent of the
value of the work performed in excess of 50 percent of the contract price by other than the
Contractor’s own organization. The City Council shall be the sole body for determination of a violation
of these provisions. In any proceedings under this section, the prime contractor shall be entitled to a
public hearing before the City Council and shall be notified ten (IO) days in advance of the time and
location of said hearing. The determination of the City Council shall be final.
2-4 CONTRACT BONDS, modify the second sentence of paragraph one as follows:
is listed in the latest version of U.S. Department of Treasury Circular 570,”.
Delete, “who
Modify paragraphs three and four to read: The Contractor shall provide a faithful perform-
ance/warranty bond and payment bond (labor and materials bond) for this contract. The faithful
performance/warranty bond shall be in the amount of 100 percent of the contract price. The
Contractor shall provide bonds to secure payment of laborers and materials suppliers, in an amount
equal to:
I) One hundred percent (100%) of the total amount payable by the terms of the contract when the total amount payable does not exceed five million dollars ($5,000,000).
2) Fifty percent (50%) of the total amount payable by the terms of the contract when the total amount payable is not less than five million dollars ($5,000,000) and does not exceed ten million
dollars ($10,000,000).
3) Twenty-five percent (25%) of the total amount payable by the terms of the contract if the contract
exceeds ten million dollars ($1 0,000,000).
Both bonds shall extend in full force and effect and be retained by the Agency during this project until
they are released according to the provisions of this section.
The faithful performance/warranty bond will be reduced to 25 percent of the original amount 30 days
after recordation of the Notice of Completion and will remain in full force and effect for the one year
warranty period and until all warranty repairs are completed to the satisfaction of the Engineer. The
bonds to secure payment of laborers and materials suppliers shall be released six months plus 30
@ Revised 4/22/02 Contract No. 3667-7 Page 47 of 121 Pages
days after recordation of the Notice of Completion if all claims have been paid.
Add the following: All bonds are to be placed with a surety insurance carrier admitted and
authorized to transact the business of insurance in California and whose assets exceed their
liabilities in an amount equal to or in excess of the amount of the bond. The bonds are to contain the
following documents:
1) An original, or a certified copy, of the unrevoked appointment, power of attorney, by laws, or other
2) A certified copy of the certificate of authority of the insurer issued by the insurance commissioner.
instrument entitling or authorizing the person who executed the bond to do so.
If the bid is accepted, the Agency may require a financial statement of the assets and liabilities of the
insurer at the end of the quarter calendar year prior to 30 days next preceding the date of the
execution of the bond. The financial statement shall be made by an officer's certificate as defined in
Section 173 of the Corporations Code. In the case of a foreign insurer, the financial statement may
be verified by the oath of the principal officer or manager residing within the United States.
26 PLANS AND SPECIFICATIONS.
2-5.1 General, add the following: The specifications for the work include the Standard
Specifications for Public Works Construction, (SSPWC), 2000 Edition, and supplements thereto,
hereinafter designated "SSPWC", as written and promulgated by Joint Cooperative Committee of the
Southern California Chapter American Public Works Association and Southern California Districts
Associated General Contractors of California, and as amended by the Supplemental Provisions
section of this contract. - The construction plans consist of 18 sheets designated a City of Carlsbad Drawing No. 405-9. The
standard drawings used for this project are the latest edition of the San Diego Area Regional
Standard Drawings, hereinafter designated SDRS, as issued by the San Diego County Department
of Public Works, together with the most recent editions of the City of Carlsbad Supplemental
Standard Drawings, hereinafter designated as CSSD, as issued by the City of Carlsbad and the
Carlsbad Municipal Water District Standard Plans hereinafter designated as CMWDSD, as issued by
the Carlsbad Municipal Water District. Copies of some of the pertinent standard drawings are
enclosed as an appendix to these Supplemental Provisions.
2-5.2 Precedence of Contract Documents, modify as follows: If there is a conflict between
Contract Documents, the document highest in precedence shall control. The precedence shall be
the most recent edition of the following documents listed in order of highest to lowest precedence:
1) Permits from other agencies as may be required by law. 2) Supplemental Provisions.
3) Plans.
4) Standard Plans.
a) City of Carlsbad Supplemental Standard Drawings.
b) Carlsbad Municipal Water District Standard Drawings.
c) City of Carlsbad modifications to the San Diego Area Regional Standard Drawings.
d) San Diego Area Regional Standard Drawings.
e) State of California Department of Transportation Standard Plans.
5) Standard Specifications for Public Works Construction.
6) California Department of Transportation, Standard Specifications
7) Reference Specifications. 8) Manufacturer's Installation Recommendations. -
Change Orders, Supplemental Agreements and approved revisions to Plans and Specifications will
take precedence over items 2) through 7) above. Detailed plans and plan views shall have
# Revised 4/22/02 Contract No. 3667-7 Page 48 of 121 Pages
- precedence over general plans.
2-5.2 Precedence of Contract Documents, add the following: Where CALTRANS specifications
are used to modify the SSPWC or added to the SSPWC by any of the contract documents the
CALTRANS specifications shall have precedence only in reference to the materials and construction
materials referred to in the CALTRANS specifications. The Invitation to Bid, Contract for Public
Works, Part 1 of these Supplemental Provisions and Part I of the SSPWC, in the order of
precedence in section 2-5.2 of the SSPWC, shall prevail over the CALTRANS specifications in all
other matters .
2-5.3.3 Submittals, add the following: Each submittal shall be consecutively numbered.
Resubmittals shall be labeled with the number of the original submittal followed by an ascending
alphabetical designation (e.g. The label '4-C' would indicate the third instance that the fourth
submittal had been given to the Engineer). Each sheet of each submittal shall be consecutively
numbered. Each set of shop drawings and submittals shall be accompanied by a letter of transmittal
on the Contractor's letterhead. The Letter of transmittal shall contain the following:
1) Project title and Agency contract number. 2) Number of complete sets.
3) Contractor's certification statement.
4) Specification section number(s) pertaining to material submitted for review.
5) Submittal number (Submittal numbers shall be consecutive including subsequent submittals for the same materials.)
6) Description of the contents of the submittal.
7) Identification of deviations from the contract documents.
When submitted for the Engineer's review, Shop Drawings shall bear the Contractor's certification
that the Contractor has reviewed, checked, and approved the Shop Drawings and that they are in
conformance with the requirements of the Contract Documents. The Contractor shall subscribe to
and shall place the following certification on all submittals:
"I h.ereby certify that the (equipment, material) shown and marked in this submittal is that proposed to
be incorporated into this Project, is in compliance with the Contract Documents, can be installed in
the allocated spaces, and is submitted for approval."
By: Title:
Date:
Company Name:
Add the following:
2-5.4 Record Drawings, The Contractor shall provide and keep up-to-date a complete "as-built"
record set of blue-line prints, which shall be corrected in red daily and show every change from the
original drawings and specifications and the exact "as-built" locations, sizes and kinds of equipment,
underground piping, valves, and all other work not visible at surface grade. Prints for this purpose
may be obtained from the Agency at cost. This set of drawings shall be kept on the job and shall be
used only as a record set and shall be delivered to the Engineer within ten (IO) days of completion
of the work. Payment for performing the work required by section 2-5.4 shall be included in the
various bid items and no additional payment will be made therefor.
2-9 SURVEYING
2-9.1 Permanent Survey Markers,
a Revised 4/22/02
Delete sections 2-9.1
Contract No. 3667-7
and replace with the following: The
Page 49 of 121 Pages
- Contractor shall not cover or disturb permanent survey monuments or benchmarks without the
consent of the Engineer. Where the Engineer concurs, in writing, with the Contractor that protecting
an existing monument in place is impractical, the Contractor shall employ a licensed land surveyor or
a registered civil engineer authorized to practice land surveying within the State of California,
hereinafter Surveyor, to establish the location of the monument before it is disturbed. The Contractor
shall have the monument replaced by the Surveyor no later than thirty (30) days after construction at
the site of the replacement is completed. The Surveyor shall file corner record(s) as required by 55
8772 and 8773, et seq. of the California Business and Professions Code.
When a change is made in the finished elevation of the pavement of any roadway in which a
permanent survey monument is located, the Contractor shall adjust the monument frame and cover
to the new grade within 7 days of paving unless the Engineer shall approve otherwise. Monument
frames and covers shall be protected during street sealing or painting projects or be cleaned to the
satisfaction of the Engineer.
2-9.2 Survey Service, Delete sections 2-9.2 and replace with the following: The Contractor shall
hire and pay for the services of a Surveyor, hereinafter Surveyor to perform all work necessary for
establishing control, construction staking, records research and all other surveying work necessary to
construct the work, provide surveying services as required herein and provide surveying, drafting and
other professional services required to satisfy the requirements of the Land Surveyors Act. Surveyor
shall be resident on the site during all surveying operations and shall personally supervise and certify
the surveying work.
Add the following section:
requirements of section 2-5.3.3, “Submittals”, herein. The Contractor shall submit grade sheets to
the Engineer before commencing work in the area affected by the grade sheets. The Contractor shall
submit field notes for all surveying required herein to the Engineer within ten days of performing the
survey. All surveying field notes, grade sheets and survey calculations shall be submitted in bound
form on 215mm by 280 mm (8‘/2’’ by 11”) paper. The field notes, calculations and supporting data
shall be clear and complete. Supporting data shall include all maps, affidavits, plats, field notes from
earlier surveys and all other evidence used by the Surveyor to determine the location of the
monuments set. The field notes and calculations will be labled with name of the Surveyor, the party
chief, field crew members and preparer of the field notes or calculations. They shall be annotated
with the date of observation or calculation, be numbered with consecutive page numbers and shall
be readable without resort to any electronic aid, computer program or documentation for any
computer program. The field notes shall be prepared in conformance with the CALTRANS “Surveys
Manual”. The Contractor shall have a Record of Survey prepared by the Surveyor and file it in
conformance with §§ 8700 - 8805 of the State of California Business and Professions Code when the
Surveyor performs any surveying that such map is required under §§ 8762 of the State of California
Business and Professions Code and whenever the Surveyor shall establish, set or construct any
permanent survey monument. SDRS drawing M-I 0 type monuments, bolts, spikes, leaded tacks and
nails (when set in concrete), iron pipes, reinforcing steel and all monuments and marks that are at, or
accessory to, property corners and street centerlines are permanent survey monuments. The
Record of Survey shall show all monuments set, control monuments used, the basis of bearings and
all other data needed to determine the procedure of survey and the degree of accuracy attained by
the field surveying including the unadjusted ratio of closure. The unadjusted ratio of closure shall not
exceed 1 part in 40,000. The record of survey shall show the location and justification of location of
all permanent monuments set and their relation to the street right-of-way. Record(s) of Survey(s)
and before submittal to the County Recorder.
2-9.2.1 Submittal of Surveying Data, All surveying data submittals shall conform to the -
shall be submitted for the Engineer’s review and approval before submittal to the County Surveyor -
@ Revised 4/22/02 Contract No. 3667-7 Page 50 of 121 Pages
rc
Add the following section:
2-9.2.2 Survey Requirements, Stakes shall be set at offsets approved by the Engineer at no
greater intervals than specified in TABLE 2-9.2.2(A) as measured along the project stationing. Stakes
shall be set to show the location and grade of future curbs adjacent to traffic signal locations where
the curb is not being built as a part of this contract. Staking and marking shall be completed by the
Surveyor and inspected and approved by the Engineer before the start of construction in the area
marked. Centerline monument shall have the disk stamped with the date the monument was set and
the registration number of the Surveyor. Habitat mitigation sites and other areas to be preserved that
are shown on the plans shall be staked and flagged prior to the start of any other activities within the
limits of the work. When curb and gutter does not exist and is not being installed as a part of the
project the location of adjacent facilities being constructed as a part of the contract the Contractor
shall place stakes defining the horizontal and vertical location of such adjacent utility vaults, poles or
other facilities that are being installed as parts of, or adjunct to, the project either by the Contractor
andlor those noted on the plans as to be installed by others.
.,
I 60 m (200') on tangents, I 15m (50') on
:urves when R2 300m (1000') & 7.5m (25') on
TABLE 2-9.2.2(A)
Survey Requirements for Construction Staking
& 17.6 m (25'r
N/A ( COnstant
Feature Staked
Street Centerline
Clearing
Slope
Fence
Rough Grade Cuts
or Fills 2 10 m
(33')
Final Grade
(includes top of
Basement soil,
subbase and base)
Asphalt Pavement
Finish Course
Drainage Structures, Pipes & similar
Facilities@, 0
curb
Traffic Signal 0
Signal Poles &
Stake
Description a
SDRS M-10 Monument
Lath in soil, painted line )n PCC & AC surfaces
RP + Marker
Stake
RP + Marker
Stake
RP + Marker
Stake
RP + Marker Stake, Blue-
:op in grading
area
RP, paint on
previous
course
RP + Marker
Stake
RP + Marker
Stake
RP + Marker
Centerline or Parallel to Centerline Lateral
Spacing@, Q Spacing 0, Q
lath - Intervisible, I 15m (50') on tangents
& I 7.5m (25') on curves, Painted line - continuous
at clearing line
I
Intervisible and I 15m (50') I Grade Breaks
.. curves when E 300m (1 000')
I15m (50')
offset)
NIA
I 15 m (50') on tangents & curves when R2
300m (1000') & I 7.5rn (25') on curves when
R I 30011-1 (1 000')
I 7.5m (25') or as per the intersection grid
points shown on the plan whichever provides
the denser information
intervisible & I7.5m (25'), beginning and end, BC & EC of facilities, Grade breaks, Alignment breaks, Junctions, Inlets & similar
facilities, Risers & similar facilities (except
plumbing), Skewed cut-off lines
I 7.5m (25'), BC & EC, at %A, %A & %A on
curb returns & at beginning & end
Vertical locations shall be based on the
ultimate elevation of curb and sidewalk
at each pole & controller location
16.7 m (22')
edge of
pavement,
paving pass width, crown
line & grade
breaks
as appropriate
( constant
offset)
as appropriate
Setting Tolerance
(Within)
7 mrn (0.02')
Horizontal, also see
section 2-9.2.1 herein
0.3 m (1 ') Horizontal
30 mm (0.1') Vertical &
Horizontal
30 mm (0.1') Horizontal.
30 mm (0.1') Vertical & Horizontal
10 mm ('/E") Horizontal &7 mm ('/;I Vertical
10 mrn ('/E") Horizontal
& 7 mm (l/4(0 Vertical
10 mm ('/$) Horizontal ti 7 mm ('14'') Vertical
10 mm (?e") Horizontal & 7 mrn ('/4**) Vertical
10 mm ('/E") Horizontal
Revised 4/22/02 Contract No. 3667-7 Page 51 of 121 Pages
- & 7 mm (’/4”) Vertical
IO rnm (‘/le..) Horizontal Stake
RP + Marker Stake
RP + Marker
Stake
RP + Marker
Stake + Line
Stake
RP + Marker
Stake + Line Stake
RP + Marker
Stake + Line
Point +Guard
Stake
RP + Marker
Stake + Line
Point +Guard Stake
RP
Controller 0
Junction Box 0
Conduit 0
at each junction box location as appropriate & 7 mm (l/~) Vertical
IO rnm (‘//e”) Horizontal 5 15 m (50’) on tangents & curves when R2
300m (1000’) & I 7.5m (25’) on curves when
R I 300m (1000’) or where grade I 0.30%
as appropriate
&when depth cannot
be measured from existing yvement 7 mm ( /A \ Vertiral
~~~ Minor Structure 0 as appropriate IO mm (=/8”) Horizontal
& 7 mm (’/4”) Vertical (when vertical data
needed)
)O mm (0.1’) Vertical & Horizontal
7 mm (’/4“) Horizontal
& 7 mm (’/;)Vertical
for catch basins: at centerline of box, ends of
box & wings & at each end of the local
depression (3
I 15 m (50’) & along end slopes & conic
transitions
I 15 m (50’) and at beginning & end of: each
wall, BC & EC, layout line angle points, changes in footing dimensions &/or elevation & wall height
3 m to 10 m (IO’ to 33’) as required by the Engineer, BC & EC, transition points & at
leginning & end. Elevation points on footings
as appropriate Abutment Fill
Sappropriate Wall 0
Major Structure 0
Footings, Bents Abutments & Wingwalls
IO mm (‘/E”) Horizontal
& 7 mm (‘IC) Vertical as appropriate
- - at bottom of columns
5 m to 10 m (1 0’ to 33’) sufficient to use string IO rnrn (‘//e”) Horizontal 7 mm (’IC) Vertical as appropriate Superstructures lines, BC & EC, transition points & at
leginning & end. Elevation points on footings
at bottom of columns
Miscellaneous 0
Contour Grading
0
Utilities 0, 0
- )O mm (0.1’) Vertical &
Horizontal I15 m (50’) along contour line RP + Marker
Stake
RP + Marker Stake
RP + Marker
Stake
RP + Marker Stake + Line
Point +Guard
Stake
RP + Marker Stake
RP + Marker Stake
RP + Marker
Stake
RP + Marker
Stake
RP + Marker
Stake
RP
. . -. . . __ .
IO mm (‘/E’’) Horizontal
& 7 mm (’/4”) Vertical
as appropriate I 15 m (50’) on tangents 8 curves when R2
300m (1000’) & 5 7.5m (25’) on curves when
R I 300m (1 000’) or where grade I 0.30%
intervisible & 5 30 m (loo’), BC & EC of
facilities, Grade breaks, Alignment breaks,
Junctions, Inlets & similar facilities
At sign location
30 mm (0.1’)
Horizontal & 7 mm
as appropriate
Line point
Channels, Dikes
& Ditches 0
(’/4’’) Vertical
30 mm (0.1’) Vertical & Signs 0 Horizontal
as appropriate
At beginning &
end
30 mm (0.1’)
Horizontal & 7 mm
(’/411) Vertical
30 mm (0.1’)
Horpntal & 7 mm
( /4”) Vertical
7 mm (’/4”) Horizontal
Subsurface
Drains 0
intervisible & I 15m (50’), BC & EC of
facilities, Grade breaks, Alignment breaks, Junctions, Inlets & similar facilities, Risers & similar facilities
longitudinal location Overside Drains
0
At marker location(s)
at railing &
barrier
location(s)
Markers 0 for asphalt street surfacing I 15 m (50’) on
:angents & curves when RT 300m (1 000’) 8 5
7.5m (25) on curves when R I300m (1000’).
At beginning & end and I 15 m (50’) on
angents curves when R 2 300m (1000’) & :
7.5m (25’) on curves when R I 300m (1000’)
At beginning & end
10 mm (‘//s”) Horizontal
& Vertical Railings &
Barriers 0
as appropriate 30 mm (0.1’) AC Dikes 0
Box Culverts
Horizontal & Vertical
IO mm (J/g.’’) Horizontal 3 m to 10 m (1 0’ to 33’) as required by the Engineer, BC & EC, transition points & at
leginning & end. Elevation points on footings
& at invert
60 m (200’) on tangents, 15m (50’) on curves
when R 2 300m (1000’) & 7.5m (25’) on
as appropriate
at pavement
marker
7 mm (’14“) Horizontal Pavement Markers0
a Revised 4/22/02 Contract No. 3667-7 Page 52 of 121 Pages
I I curves when R s 300m (1000’) For PCC
surfaced streets lane cold joints will suffice
0 Staking for feature may be omitted when adjacent marker stakes reference the offset and elevation of those features
and the accuracy requirements of the RP meet the requirements for the feature a Reference points shall be sufficiently durable and set securely enough to survive with accuracy intact throughout the installation & inspection of the features or adjacent facilities for which they provide control. RP means reference point
for the purposes of this table
(3 Perpendicular to centerline.
0 Some features are not necessarily parallel to centerline but are referenced thereto
(31 Multi-plane surfaced features shall be staked so as to provide line & grade information for each plane of the feature
0 2 means greater than, or equal to, the number following the symbol. 5 means less than, or equal to, the number fol- lowing the symbol. 0 The cut datum for storm drainage & sanitary sewer pipes & similar structures shall be their invert. The cut datum for all
other utilities shall be the top of their pipe or conduit.
Type of Stake
Horizontal Control
Vertical Control
Clearing
Grading
All guard stakes, line stakes and lath shall be flagged. Unless otherwise approved by the Engineer
flagging, paint and marking cards shall be the color specified in TABLE 2-9.2.2(8)
TABLE 2-9.2.2(B)
Survey Stake Color Code for Construction Staking
Description Color*
Coordinated control points, control lines, control reference points, centerline, alignments, etc.
Bench marks
W hitelorange
Limits of clearing Yellow/Black
.Slope, intermediate slope, abutment fill, rough grade, contour grading, final Yellow
WhitelRed
Structure
Drainage, Sewer, Curb
Right-of-way
Miscellaneous
grade, etc.
Bridges, sound and retaining walls, box culverts, etc.
Pipe culverts, junction boxes, drop inlets, headwalls, sewer lines, storm
drains, slope protection, curbs, gutters, etc.
Fences, R/ W lines, easements, property monuments, etc.
Signs, railings, barriers, lighting, etc.
White
Blue
WhiteNellow
Orange
Add the following section:
2-9.2.3 Payment for Survey, Payment for work performed to satisfy the requirements of Sections
2-9.1 through 2-9.3.2 shall be included in the actual bid items requiring the survey work and no
additional payment will be made. Extension of unit prices for extra work shall include full
compensation for attendant survey work and no additional payment will be made therefor. Payment
for the replacement of disturbed monuments and the filing of records of survey and/or corner
records, including filing fees therefor, shall be incidental to the work necessitating the disturbance of
said monuments and no additional payment will be made therefor.
2-10 AUTHORITY OF BOARD AND ENGINEER.
\ Add the following section:
2-10.1 Availability of Records, The Contractor shall, at no charge to the Agency, provide copies
of all records in the Contractor’s or subcontractor’s possession pertaining to the work that the
Engineer may request.
- Add the following section:
2-10.2 Audit And Inspection, Contractor agrees to maintain and/or make available, to the
Engineer, within San Diego County, accurate books and accounting records relative to all its
activities and to contractually require all subcontractors to this Contract to do the same. The
Revised 4/22/02 Contract No. 3667-7 Page 53 of 121 Pages
- Engineer shall have the right to monitor, assess, and evaluate Contractor‘s and its subcontractors
performance pursuant to this Agreement, said monitoring, assessments, and evaluations to include,
but not be limited to, audits, inspection of premises, reports, contracts, subcontracts and interviews of
Contractor’s staff and the staff of all subcontractors to this contract. At any time during normal
business hours and as often as the Engineer may deem necessary, upon reasonable advance
notice, Contractor shall make available to the Engineer for examination, all of its, and all
subcontractors to this contract, records with respect to all matters covered by this Contract and will
permit the Engineer to audit, examine, copy and make excerpts or transcripts from such data and
records, and to make audits of all invoices, materials, payrolls, records of personnel, and other data
relating to all matters covered by this Contract. However, any such activities shall be carried out in a
manner so as to not unreasonably interfere with Contractor‘s ongoing business operations,
Contractor and all subcontractors to this contract shall maintain such data and records for as long as
may be required by applicable laws and regulations.
SECTION 3 -- CHANGES IN WORK
3-2 CHANGES INITIATED BY THE AGENCY.
3-2.2.1 Contract Unit prices, add the following: In the case of an increase or decrease in
quantity of a minor bid item in excess of 25 percent of the original quantity bid the adjustment of
contract unit price for such items will be limited to that portion of the change in excess of 25 percent
of the original quantity listed in the Contractor’s bid proposal for this contract. Adjustments in excess
of 25 percent may, at the option of the Engineer, be paid pursuant to section 3-3, Extra Work.
3-3 EXTRA WORK.
3-3.2.2 ( c ) Tool and Equipment Rental, Regardless of
ownership, the rates and right-of-way delay factors to be used in determining rental and delay costs
shall be the edition of the, “Labor Surcharge and Equipment Rental Rates” published by CALTRANS,
current at the time of the actual use of the tool or equipment. The right-of-way delay factors therein
shall be used as multipliers of the rental rates for determining the value of costs for delay to the
Contractor and subcontractors, if any. The labor surcharge rates published therein are not a part of
this contract.
second paragraph, modify as follows:
3-3.2.3 Markup,
(a) and shall constitute the markup for all overhead and profits:
1) Labor ................................... 20
2) Materials ............................. 15
3) Equipment Rental ................... 15
4) Other Items and Expenditures .. 15
To the sum of the costs and markups provided for in this section, 1 percent shall be added as
compensation for bonding.
Delete sections 3-3.2.3 (a) and (b) and replace with the following:
Work by Contractor. The following percentages shall be added to the Contractor’s costs
(b) When all or any part of the extra work is performed by a
Subcontractor, the markup established in section 3-3.2.3(a) shall be applied to the Subcontractor‘s
actual cost of such work. A markup of 10 percent on the first $5,000 of the subcontracted portion of
the extra work and a markup of 5 percent on work added in excess of $5,000 of the subcontracted
Work by Subcontractor.
portion of the extra work may be added by the Contractor. -
33.3 Daily Reports by Contractor, add the following after the second sentence: Payment for
extra work will not be made until such time that the Contractor submits completed daily reports and
all supporting documents to the Engineer.
e Revised 4/22/02 Contract No. 3667-7 Page 54 of 121 Pages
-
3-4 CHANGED CONDITIONS.
Delete the second sentence of paragraph three, delete paragraph five (5), and add the following: The
Contractor shall not be entitled to the payment of any additional compensation for any act, or failure
to act, by the Engineer, including failure or refusal to issue a change order, or for the happening of
any event, thing, occurrence, or other cause, unless the Contractor shall have first given the
Engineer due written notice of potential claim as hereinafter specified. Compliance with this section
shall not be required as a prerequisite to notice provisions in Section 6-7.3 Contract Time
Accounting, nor to any claim that is based on differences in measurement or errors of computation
as to contract quantities. The written notice of potential claim for changed conditions shall be
submitted by the Contractor to the Engineer upon their discovery and prior to the time that the
Contractor performs the work giving rise to the potential claim. The Contractor’s failure to give
written notice of potential claim for changed conditions to the agency upon their discovery and before
they are disturbed shall constitute a waiver of all claims in connection therewith.
The Contractor shall provide the City with a written document containing a description of the
particular circumstances giving rise to the potential claim, the reasons for which the Contractor
believes additional compensation may be due and nature of any and all costs involved within 20
working days of the date of service of the written notice of potential claim for changed conditions.
Verbal notifications are disallowed.
The potential claim shall include the following certification relative to the California False Claims Act,
Government Code Sections 12650-1 2655.
“The undersigned certifies that the above statements are made in full cognizance of the California
False Claims Act, Government Code sections 12650-1 2655. The undersigned further understands
and agrees that this potential claim, unless resolved, must be restated as a claim in response to the
City’s proposed final estimate in order for it to be further considered.”
By: Title:
Date:
Company Name:
The Contractor’s estimate of costs may be updated when actual costs are known. The Contractor
shall submit substantiation of its actual costs to the Engineer within 20 working days after the
affected work is completed. Failure to do so shall be sufficient cause for denial of any claim
subsequently filed on the basis of said notice of potential claim.
It is the intention of this section that differences between the parties arising under and by virtue of the
contract be brought to the attention of the Engineer at the earliest possible time in order that such
matters be settled, if possible, or other appropriate action promptly taken.
3-5 DISPUTED WORK.
Add the following: The Contractor shall give the agency written notice of potential claim prior to
commencing any disputed work. Failure to give said notice shall constitute a waiver of all claims in
connection therewith.
Delete second sentence of paragraph one and add the following: Prior to proceeding with dispute
resolution pursuant to Public Contract Code provisions specified hereinafter, the contractor shall
@ Revised 4/22/02 Contract No. 3667-7 Page 55 of 121 Pages
attempt to resolve all disputes informally through the following dispute resolution chain of command:
I. Project Inspector
2. Senior Inspector
3. Principal Inspector
4. Public Works Director
5. City Manager
The Contractor shall submit a complete report within 20 working days after completion of the
disputed work stating its position on the claim, the contractual basis for the claim, along with all
documentation supporting the costs and all other evidentiary materials. At each level of claim or
appeal of claim the City will, within 10 working days of receipt of said claim or appeal of claim, review
the Contractor's report and respond with a position, request additional information or request that the
Contractor meet and present its report. When additional information or a meeting is requested the
City will provide its position within 10 working days of receipt of said additional information or
Contractor's presentation of its report. The Contractor may appeal each level's position up to the City
Manager after which the Contractor may proceed under the provisions of the Public Contract Code.
The authority within the dispute resolution chain of command is limited to recommending a resolution
to a claim to the City Manager. Actual approval of the claim is subject to the change order provisions
in the contract.
All claims by the contractor for $375,000 or less shall be resolved in accordance with the procedures
in the Public Contract Code, Division 2, Part 3, Chapter 1, Article 1.5 (commencing with Section
201 04) which is set forth below:
ARTICLE I .5 RESOLUTION OF CONSTRUCTION CLAIMS
20104. (a)(l) This article applies to all public works claims of three hundred seventy-five thousand
dollars ($375,000) or less which arise between a contractor and a local agency.
(2) This article shall not apply to any claims resulting from a contract between a contractor and a
public agency when the public agency has elected to resolve any disputes pursuant to Article 7.1
(commencing with Section 10240) of Chapter 1 of Part 2.
(b)(l) "Public work" has the same meaning as in Sections 3100 and 3106 of the Civil Code, except
that "public work" does not include any work or improvement contracted for by the state or the
Regents of the University of California.
(2) "Claim" means a separate demand by the contractor for (A) a time extension, (B) payment of
money or damages arising from work done by, or on behalf of, the contractor pursuant to the contract
for a public work and payment of which is not otherwise expressly provided for or the claimant is not
otherwise entitled to, or (C) an amount the payment of which is disputed by the local agency.
(c) The provisions of this article or a summary thereof shall be set forth in the plans or specifications
for any work which may give rise to a claim under this article.
(d) This article applies only to contracts entered into on or after January 1, 1991.
20104.2. For any claim subject to this article, the following requirements apply:
(a) The claim shall be in writing and include the documents necessary to substantiate the claim.
Claims must be filed on or before the date of final payment. Nothing in this subdivision is intended to
extend the time limit or supersede notice requirements otherwise provided by contract for the filing of
claims.
(b)(l) For claims of less than fifty thousand dollars ($50,000), the local agency shall respond in
writing to any written claim within 45 days of receipt of the claim, or may request, in writing, within 30
days of receipt of the claim, any additional documentation supporting the claim or relating to
@ Revised 4/22/02 Contract No. 3667-7 Page 56 of 121 Pages
- defenses to the claim the local agency may have against the claimant.
(2) If additional information is thereafter required, it shall be requested and provided pursuant to this
subdivision, upon mutual agreement of the local agency and the claimant.
(3) The local agency's written response to the claim, as further documented, shall be submitted to the
claimant within 15 days after receipt of the further documentation or within a period of time no greater
than that taken by the claimant in producing the additional information, whichever is greater.
(c)(l) For claims of over fifty thousand dollars ($50,000) and less than or equal to three hundred
seventy-five thousand dollars ($375,000), the local agency shall respond in writing to all written
ciaims within 60 days of receipt of the claim, or may request, in writing, within 30 days of receipt of
the claim, any additional documentation supporting the claim or relating to defenses to the claim the
local agency may have against the claimant.
(2) If additional information is thereafter required, it shall be requested and provided pursuant to this
subdivision, upon mutual agreement of the local agency and the claimant.
(3) The local agency's written response to the claim, as further documented, shall be submitted to the claimant within 30 days after receipt of the further documentation, or within a period of time no
greater than that taken by the claimant in producing the additional information or requested
documentation, whichever is greater.
(d) If the claimant disputes the local agency's written response, or the local agency fails to respond
within the time prescribed, the claimant may so notify the local agency, in writing, either within 15
days of receipt of the local agency's response or within 15 days of the local agency's failure to
respond within the time prescribed, respectively, and demand an informal conference to meet and
confer for settlement of the issues in dispute. Upon a demand, the local agency shall schedule a
meet and confer conference within 30 days for settlement of the dispute.
(e) Following the meet and confer conference, if the claim or any portion remains in dispute, the
claimant may file a claim as provided in Chapter I (commencing with Section 900) and Chapter 2
(commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For
purposes of those provisions, the running of the period of time within which a claim must be filed
shall be tolled from the time the claimant submits his or her written claim pursuant to subdivision (a)
until the time that claim is denied as a result of the meet and confer process, including any period of
time utilized by the meet and confer process.
(f) This article does not apply to tort claims and nothing in this article is intended nor shall be
construed to change the time periods for filing tort claims or actions specified by Chapter 1
(commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division
3.6 of Title 1 of the Government Code.
20104.4. The following procedures are established for all civil actions filed to resolve claims subject
to this article:
(a) Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court
shall submit the matter to nonbinding mediation unless waived by mutual stipulation of both parties.
The mediation process shall provide for the selection within 15 days by both parties of a disinterested
third person as mediator, shall be commenced within 30 days of the submittal, and shall be
concluded within 15 days from the commencement of the mediation unless a time requirement is
extended upon a good cause showing to the court or by stipulation of both parties. If the parties fail to
select a mediator within the 15-day period, any party may petition the court to appoint the mediator.
(b)(l) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to
Chapter 2.5 (commencing with Section 1141.10) of Title 3 of Part 3 of the Code of Civil Procedure,
notwithstanding Section 1141 .I1 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing
with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil procedure) shall apply to any
proceeding brought under the subdivision consistent with the rules pertaining to judicial arbitration.
(2) Notwithstanding any other provision of law, upon stipulation of the parties, arbitrators appointed
for purposes of this article shall be experienced in construction law, and, upon stipulation of the
parties, mediators and arbitrators shall be paid necessary and reasonable hourly rates of pay not to
exceed their customary rate, and such fees and expenses shall be paid equally by the parties, except
@ Revised 4/22/02 Contract No. 3667-7 Page 57 of 121 Pages
- in the case of arbitration where the arbitrator, for good cause, determines a different division. In no
event shall these fees or expenses be paid by state or county funds.
(3) In addition to Chapter 2.5 (commencing with Section 1141 .IO) Title 3 of Part 3 of the Code of Civil
Procedure, any party who after receiving an arbitration award requests a trial de novo but does not
obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter,
pay the attorney’s fees of the other party arising out of the trial de novo.
(c) The court may, upon request by any party, order any witnesses to participate in the mediation or
arbitration process.
20104.6. (a) No local agency shall fail to pay money as to any portion of a claim which is undisputed
except as otherwise provided in the contract.
(b) In any suit filed under Section 20104.4, the local agency shall pay interest at the legal rate on any
arbitration award or judgment. The interest shall begin to accrue on the date the suit is filed in a court
of law.
SECTION 4 - CONTROL OF MATERIALS
4-1 MATERIALS AND WORKMANSHIP.
4-1.3.1 General, add the following: The Contractor shall provide the Engineer free and safe
access to any and all parts of work at any time. Such free and safe access shall include means of
safe access and egress, ventilation, lighting, shoring, dewatering and all elements pertaining to the
Industrial Relations, Chapter 4, Division of Industrial Safety, Subchapter 4, Construction Safety
Orders and such other safety regulations as may apply. Contractor shall furnish Engineer with such
information as may be necessary to keep the Engineer fully informed regarding progress and
manner of work and character of materials. Inspection or testing of the whole or any portion of the
work or materials incorporated in the work shall not relieve Contractor from any obligation to fulfill
this Contract.
safety of persons as contained in the State of California, California Code of Regulations, Title 8, -
4-1.4 Test of Materials,
sentence of the first paragraph.
delete the phrase, “and a reasonable amount of retesting”, from the third
add the following: Except as specified in these Supplemental Provisions, the Agency will bear the
cost of testing of locally produced materials and/or on-site workmanship where the results of such
tests meet or exceed the requirements indicated in the Standard Specifications and the
Supplemental Provisions. The cost of all other tests shall be borne by the Contractor.
At the option of the Engineer, the source of supply of each of the materials shall be approved by the
Engineer before the delivery is started. All materials proposed for use may be inspected or tested at
any time during their preparation and use. If, after incorporating such materials into the Work, it is
found that sources of supply that have been approved do not furnish a uniform product, or if the
product from any source proves unacceptable at any time, the Contractor shall furnish approved
material from other approved sources. If any product proves unacceptable after improper storage,
handling or for any other reason it shall be rejected, not incorporated into the work and shall be
removed from the project site all at the Contractor’s expense.
- Compaction tests may be made by the Engineer and all costs for tests that meet or exceed the
requirements of the specifications shall be borne by the Agency. Said tests may be made at any place along the work as deemed necessary by the Engineer. The costs of any retests made
necessary by noncompliance with the specifications shall be borne by the Contractor.
Revised 4/22/02 Contract No. 3667-7 Page 58 of 121 Pages
_-
4-1.6 Trade names or Equals, add the following: The Contractor is responsible for the
satisfactory performance of substituted items. If, in the sole opinion of the Engineer, the substitution
is determined to be unsatisfactory in performance, appearance, durability, compatibility with
associated items, availability of repair parts and suitability of application the Contractor shall remove
the substituted item and replace it with the originally specified item at no cost to the Agency.
Add the following section:
4-2 MATERIALS TRANSPORTATION, HANDLING AND STORAGE.
The Contractor shall order, purchase, transport, coordinate delivery, accept delivery, confirm the
quantity and quality received, prepare storage area(s), store, handle, protect, move, relocate,
remove and dispose excess of all materials used to accomplish the Work. Materials shall be
delivered to the site of the work only during working hours, as defined in section 6-7.2, and shall be
accompanied by bills of lading that shall clearly state for each delivery: the name of the Contractor
as consignee, the project name and number, address of delivery and name of consignor and a
description of the material(s) shipped. Prior to storage of any materials which have been shipped to
or by the Contractor to any location within the Agency’s boundaries the Contractor shall provide the
Engineer a copy of lease agreements for each property where such materials are stored. The lease
agreement shall clearly state the term of the lease, the description of materials allowed to be stored
and shall provide for the removal of the materials and restoration of the storage site within the time
allowed for the Work. All such storage shall conform to all laws and ordinances that may pertain to
the materials stored and to preparation of the storage site and the location of the site on which the materials are stored. Loss, damage or deterioration of all stored materials shall be the Contractor’s
responsibility. Conformance to the requirements of this section, both within and outside the limits of
work are a part of the Work. The Engineer shall have the right to verify the suitability of materials
and their proper storage at any time during the Work.
SECTION 5 -- UTILITIES
5-1 LOCATION.
Delete the first paragraph and substitute’the following: The Agency and affected utility companies
have, by a search of known records, endeavored to locate and indicate on the Plans, all utilities
which exist within the limits of the work. However, the accuracy and/or completeness of the nature,
size and/or location of utilities indicated on the Plans is not guaranteed.
5-4 RELOCATION.
Add the following: In conformance with section 5-6 the Contractor shall coordinate the work with
utility agencies and companies. Prior to the installation of any and all utility structures within the limits
of work by any utility agency or company, or its contractor, the Contractor shall place all curb or curb
and gutter that is a part of the work and adjacent to the location where such utility structures are
shown on the plans and are noted as being located, relocated or are otherwise shown as installed by
others. In order to minimize delays to the Contractor caused by the failure of other parties to relocate
utilities that interfere with the construction, the Contractor, upon the Engineer’s approval, may be
permitted to temporarily omit the portion of work affected by the utility. If such temporary omission is
approved by the Engineer the Contractor shall place survey or other physical control markers
sufficient to locate the curb or curb and gutter to the satisfaction of the utility agency or company.
Such temporary omission shall be for the Contractor’s convenience and no additional compensation
will be allowed therefor or for additional work, materials or delay associated with the temporary
omission. The portion thus omitted shall be constructed by the Contractor immediately following the
@ Revised 4/22/02 Contract No. 3667-7 Page 59 of 121 Pages
relocation of the utility involved unless otherwise directed by the Engineer.
5-6 COOPERATION.
Add the following:
or involving their facilities.
Contractor shall notify utilities before any kind of work is performed adjacent to
SECTION 6 -- PROSECUTION, PROGRESS AND
ACCEPTANCE OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK.
Delete section 6-1 and substitute the following: Except as otherwise provided herein and unless
otherwise prohibited by permits from other agencies as may be required by law the Contractor shall
begin work within 15 calendar days after receipt of the "Notice to Proceed".
Add the following section:
6-1 .I Pre-Construction Meeting. After, or upon, notification of contract award, the Engineer will
set the time and location for the Preconstruction Meeting. Attendance of the Contractor's
management personnel responsible for the management, administration, and execution of the
project is mandatory for the meeting to be convened. Failure of the Contractor to have the
Contractor's responsible project personnel attend the Preconstruction Meeting will be grounds for
default by Contractor per section 6-4. No separate payment will be made for the Contractor's
attendance at the meeting. The notice to proceed will only be issued on or after the completion of
the preconstruction meeting.
Add the following section:
6-1 .I .I Baseline Construction Schedule Submittal. The Contractor shall submit the Baseline
Construction Schedule per the submittal requirements of section 2-5.3. The submittal of the Baseline
Construction Schedule shall include each item and element of sections 6-1.2 through 6-1.2.9 and
shall be on hard (paper) copy and electronic media conforming to section 6-1.3.3 Electronic Media.
Add the following section:
6-1.2 Preparation and Review of the Baseline Construction Schedule. The Contractor shall
prepare the Baseline Construction Schedule as a Critical Path Method (CPM) Schedule in the
precedence diagram method (activity-on-node) format. The Baseline Construction Schedule shall
depict a workable plan showing the sequence, duration, and interdependence of all activities
required to represent the complete performance of all project work as well as periods where work is
precluded. The Baseline Construction Schedule shall begin with the projected date of issuance of
the notice to proceed and conclude with the date of final completion per the contract duration. The
Baseline Construction Schedule shall include detail of all project phasing, staging, and sequencing,
including all milestones necessary to define beginning and ending of each phase or stage.
Add the following section:
6-1.2.1 Time-Scaled Network Diagram. As a part of the Baseline Construction Schedule the
Contractor shall prepare and submit to the Engineer a complete time-scaled network diagram
showing all of the activities, logic relationships, and milestones comprising the schedule.
Add the following Section:
Revised 4/22/02 Contract No. 3667-7 Page 60 of 121 Pages
6-1.2.2 Tabular Listing. As a part of the Baseline Construction Schedule the Contractor shall
prepare and submit to the Engineer a tabular listing of all of the activities, showing for each activity
the identification number, the description, the duration, the early start, the early finish, the late start,
the late finish, the total float, and all predecessor and successor activities for the activity described.
I
Add the following section:
6-1.2.3 Bar Chart. As a part of the Baseline Construction Schedule the Contractor shall prepare
and submit to the Engineer a chart showing individual tasks and their durations arranged with the
tasks on the vertical axis and duration on the horizontal axis. The bar chart shall use differing texture
patterns or distinctive line types to show the critical path.
Add the following section:
6-1.2.4 Schedule Software. The Contractor shall use commercially available software equal to
the Windows 95 compatible “Suretrak program by Primavera or “Project” program by Microsoft
Corporation to prepare the Baseline Construction Schedule and all updates thereto. The Contractor
shall submit to the Agency a 89 mm (3.5) data disk with all network information contained thereon, in
a format readable by a Microsoft Windows 95 system. The Agency will use a “Suretrak, “Project” or
equal software program for review of the Contractor’s schedule. Should the Contractor elect to use a
scheduling program other than the ”Suretrak program by Primavera or “Project” program by
Microsoft Corporation the Contractor shall provide the Engineer three copies of the substituted
program that are fully licensed to the Agency and 32 class hours of on-site training by the program
publisher for up to eight Agency staff members. The classes shall be presented on Mondays through
Thursdays, inclusive, between the hours of 8:OO a.m. and 500 p.m. The on-site training shall be
held at 1635 Faraday Avenue, Carlsbad, California. The dates and times of the on-site training shall
be submitted to the Engineer for approval five working days before the start of the on-site training.
The on-site training shall be completed prior to the submittal of the first Baseline Construction
Schedule.
Add the following section:
6-1.2.5 Schedule Activities. Except for submittal activities, activity durations shall not be shorter
than 1 working day nor longer than 15 working days, unless specifically and individually allowed by
the Engineer. The Baseline Construction Schedule shall include between 100 and 500 activities,
including submittals, interfaces between utility companies and other agencies, project milestones and
equipment and material deliveries. The number of activities will be sufficient, in the judgment of the
Engineer, to communicate the Contractor’s plan for project execution, to accurately describe the
project work, and to allow monitoring and evaluation of progress and of time impacts. Each activity’s
description shall accurately define the work planned for the activity and each activity shall have
recognizable beginning and end points.
Add the following section:
6-1 4.6 Float.
to whatever party or contingency first exhausts it.
Float or slack time within the schedule is available without charge or compensation
Add the following section:
6-1.2.7 Restraints to Activities. Any submittals, utility interfaces, or any furnishing of Agency
supplied materials, equipment, or services, which may impact any activity’s construction shall be
shown as a restraint to those activities. Time periods to accommodate the review and correction of
submittals shall be included in the schedule.
Add the following section:
6-1.2.8 Late Completion. A Baseline Construction Schedule showing a project duration longer
than the specified contract duration will not be acceptable and will be grounds for determination of
default by Contractor, per section 6-4.
@ Revised 4/22/02 Contract No. 3667-7 Page 61 of 121 Pages
Add the following section:
6-1.2.9 Early Completion. The Baseline Construction Schedule will show the Contractor’s plan to
support and maintain the project for the entire contractual time span of the project. Should the
Contractor propose a project duration shorter than contract duration,, a complete Baseline
Construction Schedule must be submitted, reflecting the shorter duration, in complete accordance
with all schedule requirements of section 6-1. The Engineer may choose to accept the Contractor’s
proposal of a project duration shorter than the duration specified; provided the Agency is satisfied the
shortened Baseline Construction Schedule is reasonable and the Agency and all other entities, public
and private, which interface with the project are able to support the provisions of the shortened
Baseline Construction Schedule. The Agency’s acceptance of a shortened duration project will be
confirmed through the execution of a contract change order revising the project duration and
implementing all contractual requirements including liquidated damages in accordance with the
revised duration.
Add the following section:
6-1.2.10 Engineer’s Review. The Construction Schedule is subject to the review of the Engineer.
The Engineer’s determination that the Baseline Construction Schedule proposed by the Contractor
complies with the requirements of these supplemental provisions shall be a condition precedent to
issuance of the Notice to Proceed by the Engineer. If the Engineer determines that the Construction
Schedule does not meet the requirements of these specifications the Contractor shall correct the
Construction Schedule to meet these specifications and resubmit it to the Engineer. Failure of the Contractor to obtain the Engineer’s determination that the initial Construction Schedule proposed by
the Contractor complies with the requirements of these supplemental provisions within thirty (30)
contract per section 6-4. Days used by the Engineer to review the initial Construction Schedule will
not be included in the 30 working days.
working days after the date of the preconstruction meeting shall be grounds for termination of the -.
The Engineer will review and return to the Contractor, with any comments, the Baseline Construction
Schedule within 15 working days of submittal. The Baseline Construction Schedule will be returned
marked as per sections 6-1.2.10.1 through 6-1.2.10.3.
Add the following section:
6-1.2.10.1 “Accepted.”
Notice to Proceed, and will receive payment for the schedule in accordance with section 6-1.8.1.
The Contractor may proceed with the project work upon issuance of the
Add the following section:
6-1.2.10.2 “Accepted with Comments.” The Contractor may proceed with the project work upon
issuance of the Notice to Proceed. The Contractor must resubmit the schedule incorporating the
comments prior to receipt of payment per section 6-1.8.1.
Add the following section:
6-1.2.10.3 “Not Accepted.” The Contractor must resubmit the schedule incorporating the
corrections and changes of the comments prior to receipt of payment per section 6-1.8.1. The Notice
to Proceed will not be issued by the Engineer if the changes of the comments are not submitted as
required hereinbefore and marked “Accepted” or “Accepted with Comments” by the Engineer. The
Contractor, at the sole option of the Engineer, may be considered as having defaulted the contract
under the provisions of section 6-4 DEFAULT BY CONTRACTOR if the changes of the comments
are not submitted as required hereinbefore and marked “Accepted” by the Engineer.
Add the following section:
6-1.3 Preparation of Schedule Updates and Revisions. The Contractor shall meet with the
Engineer during the last week of each month to agree upon each activity’s schedule status and shall
e Revised 4122102 Contract No. 3667-7 Page 62 of 121 Pages
submit monthly updates of the Baseline Construction Schedule confirming the agreements no later
than the fifth working day of the following month. The monthly update will be submitted on hard
(paper) copy and electronic media conforming to section 6-1.3.3 Electronic Media per the submittal
requirements of section 2-5.3 and will include each item and element of sections 6-1.2 through 6-
1.2.9 and 6-1.3.1 through 6-1.3.7.
Add the following section:
6-1.3.1 Actual Activity Dates. The actual dates each activity was started and/or completed during
the month. After first reporting an actual date, the Contractor shall not change that actual date in
later updates without specific notification to the Engineer with the update.
Add the following section:
6-1.3.2 Activity Percent Complete.
Contractor shall report the percentage determined by the Engineer as complete for the activity.
For each activity underway at the end of the month, the
Add the following section:
6-1.3.3 Electronic Media. The schedule data disk shall be a 89 mm (3’/;) high density diskette,
labelled with the project name and number, the Contractor’s name and the date of preparation of the
schedule data disk. The schedule data disk shall be readable by the software specified in section 6-
1.2.4 “Schedule Software” and shall be free of file locking, encryption or any other protocol that
would impede full access of all data stored on it.
Add the following section:
6-1.3.4 List of Changes.
with an explanation for each change.
A list of all changes made to the activities or to the interconnecting logic,
Add the following section:
6-1.3.5 Change Orders, Each monthly update will include the addition of the network revisions
reflecting the change orders approved in the previous month. The network revisions will be as
agreed upon during the review and acceptance of the Contractor’s change orders.
Add the following section:
6-1.3.6 Bar Chart. Each monthly update will include a chart showing individual tasks and their
durations arranged with the tasks on the vertical axis and duration on the horizontal axis. The bar
chart shall use differing texture patterns or distinctive line types to show the critical path.
Add the following section:
6-1. 4 Engineer’s Review of Updated Construction Schedule. The Engineer will review and
return the Updated Construction Schedule to the Contractor, with any comments, within 5 working
days of submittal. The Updated Construction Schedule will be returned marked as per sections 6-
1.4.1 through 6-1.4.3. Any Updated Construction Schedule marked “Accepted with Comments” or
“Not Accepted” by the Engineer will be returned to the Contractor for correction. Upon resubmittal the
Engineer will review and return the resubmitted Updated Construction Schedule to the Contractor,
with any comments, within 5 working days. Failure of the Contractor to submit a monthly updated
construction schedule will invoke the same consequences as the Engineer returning a monthly
updated construction schedule marked “Not Accepted”.
Add the following section:
6-1.4.1 “Accepted.”
for the schedule in accordance with section 6-1.8.2.
The Contractor may proceed with the project work, and will receive payment
Add the following section:
Revised 4/22/02 Contract No. 3667-7 Page 63 of 121 Pages
- 6-1.4.2 “Accepted with Comments.” The Contractor may proceed with the project work. The
Contractor must resubmit the Updated Construction Schedule to the Engineer incorporating the
corrections and changes noted in the Engineer’s comments prior to receipt of payment per section
6-1.8.2.
Add the following section:
6-1.4.3 “Not Accepted.” The Contractor must resubmit the Updated Construction Schedule to the
Engineer incorporating the corrections and changes noted in the Engineer’s comments prior to
receipt of payment per section 6-1.8.2. The Contractor, at the sole option of the Engineer, may be
considered as having defaulted the contract under the provisions of section 6-4 DEFAULT BY
CONTRACTOR if the changes of the comments are not submitted and marked “Accepted” by the
Engineer before the last day of the month in which the Updated Construction Schedule is due. If the
Contractor fails to submit the corrected Updated Construction Schedule as required herein the
Contractor may elect to proceed with the project at its own risk. Should the Contractor elect not to
proceed with the project, any resulting delay, impact, or disruption to the project will be the
Contractor’s responsibility.
Add the following section:
6-15 Late Completion or Milestone Dates. Should the Schedule Update indicate a completion
or contractually required milestone date later than the properly adjusted contract or milestone
duration, the Agency may withhold Liquidated Damages for the number of days late. Should a
subsequent “Accepted” Schedule Update remove all or a portion of the delay, all or the allocated
portion of the previously held Liquidated Damages shall be released in the monthly payment to the
Contractor immediately following the “Accepted” schedule.
Add the following section:
6-1.6 Interim Revisions. Should the actual or projected progress of the work become
substantially different from that depicted in the Project Schedule, independently of and prior to the
next monthly update, the Contractor will submit a revised Baseline Construction Schedule, with a list
and explanation of each change made to the schedule. The Revised Construction Schedule will be
submitted per the submittal requirements of section 2-5.3 and per the schedule review and
acceptance requirements of section 6-1, including but not limited to the acceptance and payment
provisions. As used in this subsection “substantially different” means a time variance greater than 5
percent of the number of days of duration for the project.
Add the following section:
6-1. 7 Final Schedule Update. The Contractor shall prepare and submit a final schedule update
when one hundred percent of the construction work is completed. The Contractor’s Final Schedule
Update must accurately represent the actual dates for all activities. The final schedule update shall
be prepared and reviewed per sections 6-1.3 Preparation of Schedule Updates and Revisions and
6-1. 4 Engineer’s Review of Updated Construction Schedule. Acceptance of the final schedule
update is required for completion of the project and release of any and all funds retained per section
9-3.2.
Add the following section:
6-1.8 Measurement and Payment.
Construction Schedule is incidental to the work and no separate payment will be therefore.
The Contractors preparation, revision and maintenance of the
6-2 PROSECUTION OF WORK.
Add the following section:
6-2.1 Order of Work. The work to be done shall consist of furnishing all labor, equipment and
materials, and performing all operations necessary to complete the Project Work as shown on the
@ Revised 4/22/02 Contract No. 3667-7 Page 64 of 121 Pages
Project Plans and as specified in the Specifications. The work includes roadway reconstruction,
overlay, concrete repairs, pavement markings and striping.
Add the following section:
6-2.2 Weekend Work. Weekend work shall be performed by the Contractor to reconstruct the
areas along El Carnino Real and Alga Road. Installation of materials shall be performed only during
the hours of work specified in section 6-7 of these supplemental provisions.
Add the following section:
6-2.3 Project Meetings. The Engineer will establish the time and location of weekly Project
Meetings. Each Project Meeting shall be attended by the Contractor's Representative. The Project
Representative shall be the individual determined under section 7-6, "The Contractor's
Representative", SSPWC. No separate payment for attendance of the Contractor, the Contractor's
Representative or any other employee or subcontractor or subcontractor's employee at these
meetings will be made.
6-6 DELAYS AND EXTENSIONS OF TIME.
6-6.4 Written Notice and Report. The Contractor shall provide written notice
to the Engineer within two hours of the beginning of any period that the Contractor has placed any
workers or equipment on standby for any reason that the Contractor has determined to be caused by
the Agency or by any organization that the Agency may otherwise be obligated by. The Contractor
shall provide continuing daily written notice to the Engineer, each working day, throughout the
duration of such period of delay. The initial and continuing written notices shall include the
classification of each workman and supervisor and the make and model of each piece of equipment
placed on standby, the cumulative duration of the standby, the Contractor's opinion of the cause of
the delay and a cogent explanation of why the Contractor could not avoid the delay by reasonable
means. Should the Contractor fail to provide the notice(s) required by this section the Contractor agrees that no delay has occurred and that it will not submit any claim@) therefor.
Modify as follows:
6-7 TIME OF COMPLETION. Add the following: The Contractor shall diligently prosecute the work
to completion within seventy-five (75) working days after the starting date specified in the Notice to
Proceed.
6-7.2 Working Day. Add the following: Unless otherwise approved in writing by the Engineer, the
hours of work shall be between the hours of 7:OO a.m. and 4:OO p.m. on Mondays through Fridays,
excluding Agency holidays. Contractor is hereby advised that no construction activities, including
traffic control, will be allowed along El Camino Real during the Accura Tennis Classic at the La Costa
Resort which is scheduled for July 26 through August 3. Contractor is hereby advised that the
Engineer will require after hourdnight and weekend work to accomplish pavement construction
along El Camino Real and Alga Road. Construction adjacent to any school on a weekday shall occur
between 9:00 a.m. and 2:OO p.m. The Contractor shall obtain the written approval of the Engineer if
the Contractor desires to work outside said hours or at any time during weekends and/or holidays.
This written permission must be obtained at least 48 hours prior to such work. The Engineer may
approve work outside the hours and/or days stated herein when, in his/her sole opinion, such work
conducted by the Contractor is beneficial to the best interests of the Agency. The Contractor shall pay
the inspection costs of such work.
No additional payment, adjustment of bid prices or adjustment of contract time of completion will be
allowed as a consequence of the prohibition of work being performed within the dates, times and
areas stipulated in these Special Provisions or Plans.
-
@ Revised 4/22/02 Contract No. 3667-7 Page 65 of 121 Pages
- 6-8 COMPLETION AND ACCEPTANCE. Delete the second paragraph and add the following:
The Engineer will not accept the Work or any portion of the Work before all of the Work is
completed and all outstanding deficiencies that may exist are corrected by the Contractor and the
Engineer is satisfied that all the materials and workmanship, and all other features of the Work,
meet the requirements of all of the specifications for the Work. Use, temporary, interim or
permanent, of all, or portions of, the Work does not constitute acceptance of the Work. If, in the
Engineer's judgment, the Work has been completed and is ready for acceptance the Engineer will
so certify to the Board. Upon such certification by the Engineer the Board may accept the
completed Work. Upon the Board's acceptance of the Work the Engineer will cause a "Notice of
Completion" to be filed in the office of the San Diego County Recorder. The date of recordation
shall be the date of completion of the Work.
Delete the first sentence of the third paragraph and substitute the following two sentences: All
work shall be warranted for one (1) year after recordation of the "Notice of Completion" and any
faulty work or materials discovered during the warranty period shall be repaired or replaced by the
Contractor, at its expense. Twenty-five percent of the faithful performance bond shall be retained as
a warranty bond for the one year warranty period.
6-9 LIQUIDATED DAMAGES.
Modify the last sentence of the first paragraph and the first sentence of the second paragraph and
add the following: For each consecutive calendar day in excess of the time specified for completion
of Work, as adjusted in accordance with 6-6, the Contractor shall pay the Agency, or have withheld
monies due it, the sum of one thousand Dollars ($1,000.00) -
Execution of the Contract shall constitute agreement by the Agency and Contractor that one
thousand dollars ($ 1,000.00) per day is the minimum value of costs and actual damages caused by
the Contractor to complete the Work within the allotted time. Any progress payments made after the
specified completion date shall not constitute a waiver of this paragraph or of any damages.
SECTION 7 -- RESPONSIBILITIES of the CONTRACTOR
7-3 LIABILITY INSURANCE.
Modify as follows: All insurance is to be placed with insurers that have a rating in Best's Key Rating
Guide of at least A-:V and are admitted and authorized to conduct business in the state of California
and are listed in the official publication of the Department of Insurance of the State of California.
7-4 WORKERS' COMPENSATION INSURANCE.
Add the following: All insurance is to be placed with insurers that are admitted and authorized to
conduct business in the state of California and are listed in the official publication of the Department
of Insurance of the State of California. Policies issued by the State Compensation Fund meet the
requirement for workers' compensation insurance.
7-5 PERMITS. _- Delete the first sentence and add the following four sentences: Except as specified herein the
agency will obtain, at no cost to the Contractor, all encroachment, right-of-way, grading, resource
agency and building permits necessary to perform work for this contract on Agency property, in
streets, highways (except State highway right-of-way), railways or other rights-of-way. Contractor
Revised 4/22/02 Contract No. 3667-7 Page 66 of 121 Pages
shall not begin work until all permits incidental to the work are obtained. The Contractor shall obtain
and pay for all permits for the disposal of all materials removed from the project. The cost of said
permit(s) shall be included in the price bid for the appropriate bid item and no additional
compensation will be allowed therefore.
7-7 COOPERATION AND COLLATERAL WORK.
Add the following section:
7-7.1 Coordination. The Contractor shall coordinate and cooperate with all the utility companies
during the relocation or construction of their lines. The Contractor may be granted a time extension
if, in the opinion of the Engineer, a delay is caused by the utility company. No additional
compensation will be made to the Contractor for any such delay.
7-8 PROJECT SITE MAINTENANCE.
7-8.1 Cleanup and Dust Control. Add the following: Cleanup and dust control required herein
shall also be executed on weekends and other non-working days when needed to preserve the
health safety or welfare of the public. The Contractor shall conduct effective cleanup and dust
control throughout the duration of the Contract. The Engineer may require increased levels of
cleanup and dust control that, in hislher sole discretion, are necessary to preserve the health, safety
and welfare of the public. Cleanup and dust control shall be considered incidental to the items of
work that they are associated with and no additional payment will be made therefor.
7-8.5 Temporary Light, Power and Water. Add the following: The Contractor shall obtain a
construction meter for water used for the construction, plant establishment, maintenance, cleanup,
testing and all other work requiring water related to this contract. The Contractor shall contact the
appropriate water agency for requirements. The Contractor shall pay all costs of temporary light,
power and water including hookup, service, meter and any, and all, other charges, deposits and/or
fees therefor. Said costs shall be considered incidental to the items of work that they are associated
with and no additional payment will be made therefor.
7-8.6 Water Pollution Control. The Contractor shall comply with all
requirements of the California State Water Resources Control Board order number 92-08-DWQ,
NPDES General Permit number CAS000002 and the “Water Discharge Requirement for Discharges
..Add the following
of Storm Water Runoff Associated with Construction Activity”
Add the following section:
7-8.8 Noise Control. All internal combustion engines used in the construction
with mufflers in good repair when in use on the project with special attention to the
Ordinance, Carlsbad Municipal Code Chapter 8.48.
7-10 PUBLIC CONVENIENCE AND SAFETY.
shall be equipped
City Noise Control
7-10.1 Traffic and Access. add the following: The Contractor shall schedule the work so as to
prevent damage by all traffic, including but not limited to mail delivery. The Contractor shall not
schedule work so as to conflict with trash pickup. The trash hauling schedule can be obtained by
calling the City’s contracted waste disposal company, Coast Waste Management at 929-941 7.
During overlay operations, the Contractors schedule for overlay application shall be designated to
provide residents and business owners whose streets are to be overlaid sufficient paved parking
within an 800 foot distance from their homes or businesses. .
Seventy two hours prior to the start of any construction in the public right-of-way that affects vehicular
Revised 4/22/02 Contract No. 3667-7 Page 67 of 121 Pages
- traffic and/or parking or pedestrian routes, the Contractor shall give written notification of the
impending disruption. For a full street closure, all residences and/or businesses on the affected
street or alley shall be notified. For partial street closures, or curb, sidewalk and driveway repairs, the
residences and/or businesses directly affected by the work shall be notified.
The notification shall be hand delivered and shall state the date and time the work will begin and its
anticipated duration. The notification shall list two telephone numbers that may be called to obtain
additional information. One number shall be the Contractor’s permanent office or field office and the
other number shall be a 24 hour number answered by someone who is knowledgeable about the
project. At least one of the phone numbers shall be in the (760) area code. An answering machine
shall not be connected to either number. The notification shall also give a brief description of the
work and simple instructions to the home or business owner on what they need to do to facilitate the
construction. The Contractor shall submit the contents of the notification to the Engineer for
approval. Notices shall not be distributed until approved by the Engineer.
’ For residences, the notification shall be pre-cut in a manner that enables it to be affixed to a
doorknob without adhesives. It shall be a minimum size of 3-1/2 inches by 8-1/2 inches and shall be
brightly colored with contrasting printing. The material shall be equivalent in strength and durability to
65 Ib. card stock. The printing on the notice shall be no smaller than 12 point. An example of such
notice is provided in Appendix “A.
In addition to the notifications, the contractor shall post no parking signs 48 hours in advance of the
work being performed. The no parking signs shall state the date and time of parking restriction for a
duration not to exceed the time necessary to complete the work at that location. Failure of the
the rescheduled work. If the work is delayed or rescheduled the no parking signs shall be removed
and re-posted 48 hours in advance of the rescheduled work. The contractor shall notify the Carlsbad
Police Department at (760) 931-21497,48 hours in advance of restricting parking.
contractor to meet the posted date requires re-posting the no parking signs 48 hours in advance of -
The preparation, materials, printing and distribution of the notifications shall be included in the
contract price bid for traffic control and the Contractor will not be entitled to any additional
compensation for printing and distributing these notices.
7-10.2 Storage of Equipment and Materials in Public Streets. Replace the first sentence of the
first paragraph with the following: Construction equipment and materials shall not be stored on
arterial, local residential or collector residential streets without prior authorization from the Engineer.
Authorization shall be requested at least 48 hours prior to when the storage is to take place.
7-1 0.3 Street Closures, Detours, Barricades. Modify the second paragraph as follows: After
obtaining the Engineers approval and at least 5 working days before closing, detouring, partially
closing or reopening any street, alley or other public thoroughfare the Contractor shall notify the
followinn : - The Engineer ......................................................................................
Carlsbad Police Department Dispatch ...............................................
Carlsbad Traffic Signals Operations ..................................................
North County Transit District ..............................................................
Coast Waste Management ................................................................
United States Postal Service ..............................................................
San Dieguito Union High School District ...........................................
Carlsbad Fire Department Dispatch ..................................................
Carlsbad Traffic Signals Maintenance ...............................................
(760) 438-1161 X-4411
(760) 931 -21 97
(760) 931-2197
(760) 438-2980 X-2937
(760) 438-1 161 X4500
(760) 743-9346
(760) 929-9400
(760) 753-6491
IO) Encinitas Union School District ..........................................................
1 1) Carlsbad Unified School District ........................................................ (760) 944-4300
(760) 729-9291
Revised 4/22/02 Contract No. 3667-7 Page 68 of 121 Pages
/c The Contractor shall comply with their requirements. The Contractor shall obtain the Engineer’s
written approval prior to deviating from the requirements of 2) through, and including, 7) above. The
Contractor shall obtain the written approval no less than five working days prior to placing any traffic
control that affects bus stops.
7-1 0.3 Street Closures, Detours, Barricades. Add the following: Traffic controls shall be in
accordance with the plans, Chapter 5 of the California Department of Transportation “Manual of
Traffic Controls,” 1996 edition and these Supplemental Provisions. If any component in the traffic
control system is damaged, displaced, or ceases to operate or function as specified, from any cause,
during the progress of the work, the Contractor shall immediately repair said component to its original
condition or replace said component and shall restore the component to its original location. In the event that the Contractor fails to install and/or maintain barricades or such other traffic signs,
markings, delineation or devices as may be required herein, the Engineer may, at hidher sole option,
install. the traffic signs, markings, delineation or devices and charge the Contractor twenty dollars
($25.00) per day per traffic sign or device, or the actual cost of providing such traffic control facility,
whichever is the greater.
Add the following section:
7-1 0.3.1 Construction Area Signs and Control Devices. All construction traffic signs and control
devices shall be maintained throughout the duration of work in good order and according to the
approved traffic control plan. All construction area signs shall conform to the provisions of section
206-7.2 et seq. All temporary reflective pavement markers shall conform to the provisions of section
214-5.1 .et seq. All temporary reflective channelizers shall conform to the provisions of section 214-
5.2 et seq. All paint for temporary traffic striping, pavement marking, and curb marking shall conform
to the provisions of section 21 0-1.6 et seq. except that all temporary paint shall be rapid dry water
borne conforming to section 21 0-1.6for materials and section 31 0-5 et seq. For workmanship.
Warning and advisory signs, lights and devices installed or placed to provide traffic control, direction
and/or warning shall be furnished, installed and maintained by the Contractor. Warning and advisory
signs, lights and devices shall be promptly removed by the Contractor when no longer required.
Warning and advisory signs that remain in place overnight shall be stationary mounted signs.
Stationary signs that warn of non-existent conditions shall be removed from the traveled way and
from the view of motorists in the traveled way or shielded from the view of the travelling public during
such periods that their message does not pertain to existing conditions. Care shall be used in
performing excavation for signs in order to protect underground facilities. All excavation required to
install stationary construction area signs shall be performed by hand methods without the use of
power equipment. Warning and advisory signs that are used only during working hours may be
portable signs. Portable signs shall be removed from the traveled way and shielded from the view of
the travelling public during non-working hours. During the hours of darkness, as defined in Division
1 , Section 280, of the California Vehicle Code, portable signs shall be illuminated or, at the option of
the Contractor, shall be in conformance with the provisions in section 206-7.2 et seq. If illuminated
traffic cones rather than post-type delineators are used during the hours of darkness, they shall be
affixed or covered with reflective cone sleeves as specified in CALTRANS “Standard Specifications”,
except the sleeves shall be 180 mm (7”) long. Personal vehicles of the Contractor‘s employees shall
not be parked within the traveled way, including any section closed to public traffic. Whenever the
Contractor’s vehicles or equipment are parked on the shoulder within 1.8 m (6’) of a traffic lane, the
shoulder area shall be closed with fluorescent traffic cones or portable delineators placed on a taper
in advance of the parked vehicles or equipment and along the edge of the pavement at not less than
7.6 m (25’) intervals to a point not less than 7.6 m (25’) past the last vehicle or piece of equipment. A
minimum of nine (9) cones or portable delineators shall be used for the taper. A C23 (Road Work
Ahead) or C24 (Shoulder Work Ahead) sign shall be mounted, as required herein, on a sign post or
telescoping flag tree with flags. The sign post or flag tree shall be placed where directed by the
Engineer.
I
x
Revised 4122102 Contract No. 3667-7 Page 69 of 121 Pages
Add the following section:
7-10.3.2 Maintaining Traffic. The Contractor’s personnel shall not work closer than 1.8 m (6’)),
nor operate equipment within 0.6 m (2’) from any traffic lane occupied by traffic. For equipment the
0.6 m (2’)) shall be measured from the closest approach of any part of the equipment as it is
operated and/or maneuvered in performing the work. This requirement may be waived when the
Engineer has given written authorization to the reduction in clearance that is specific to the time,
duration and location of such waiver, when such reduction is shown on the traffic control plans
included in these contract documents, when such reduction is shown on the traffic control plans
prepared by the Contractor and approved by the Engineer or for the work of installing, maintaining
and removing traffic control devices. As a condition of such waiver the Engineer may require the
Contractor to detour traffic, adjust the width of, or realign the adjacent traffic lane, close the adjacent
traffic lane or provide barriers.
During the entire construction, a minimum of one paved traffic lane, not less than 12’ wide, shall be
open for use by public traffic in each direction of travel on El Camino Real, Alga Road and Pontiac
Drive. On all other streets the Contractor shall maintain at least one paved lane, through the use of
flaggers or other method approved by the Engineer.
Add the following section:
7-10.3.3 Traffic Control System for Lane Closure. A traffic control system consists of closing
traffic lanes or pedestrian walkways in accordance with the details shown on the plans, CALTRANS
“Manual of Traffic Control”, 1 996 edition and provisions under “Maintaining Traffic” elsewhere in
these Supplemental Provisions. The provisions in this section will not relieve the Contractor from its
responsibility to provide such additional devices or take such measures as may be necessary to
maintain public safety.
When lanes are closed for only the duration of work periods, all components of the traffic control
system, except portable delineators placed along open trenches or excavation adjacent to the
traveled way, shall be removed from the traveled way and shoulder at the end work period. If the
Contractor so elects, said components may be stored at selected central locations, approved by the
Engineer, within the limits of the right-of-way.
Add the following section:
7-10.3.4 Traffic Control for Permanent and Temporary Traffic Striping. During traffic stripe
operations, traffic shall be controlled with lane closures, as provided for under “Traffic Control System
for Lane Closure” of these Supplemental Provisions or by use of an alternative traffic control plan
proposed by the Contractor and approved by the Engineer. The Contractor shall not start traffic
striping operations using an alternative plan until the Contractor has submitted its plan to the
Engineer and has received the Engineer’s written approval of said plan.
Add the following section:
7-10.3.5 Temporary Pavement Delineation. Temporary pavement delineation shall be furnished,
placed, maintained and removed in accordance with the minimum standards specified in Chapter 5
of the “Traffic Manual”, 1996 edition published by CALTRANS. Whenever the work causes
obliteration of pavement delineation, temporary or permanent pavement delineation shall be in place
prior to opening the traveled way to public traffic. Lane line or centerline pavement delineation shall
be provided at all times for traveled ways open to public traffic. All work necessary, including any
required lines or marks, to establish the alignment of temporary pavement delineation shall be
performed by the Contractor. When temporary pavement delineation is removed, all lines and marks
used to establish the alignment of the temporary pavement delineation shall be removed by grinding.
Surfaces to receive temporary pavement delineation shall be dry and free of dirt and loose material.
Revised 4/22/02 Contract No. 3667-7 Page 70 of 121 Pages
I
.-
Temporary pavement delineation shall not be applied over existing pavement delineation or other
temporary pavement delineation. Temporary pavement delineation shall be maintained until
superseded or replaced with permanent pavement delineation.
Temporary pavement delineation shall be removed when, as determined by the Engineer, the
temporary pavement delineation conflicts with the permanent pavement delineation or with a new
traffic pattern for the area and is no longer required for the direction of public traffic. When temporary
pavement delineation is required to be removed, all lines and marks used to establish the alignment
of the temporary pavement delineation shall be removed.
Add the following section:
7-10.3.6 Preparation of New, or Modifications and Additions to Existing, Traffic Control Plan
Sheets. If no traffic control plans (TCP) or Traffic Control Staging plans (TCP) are included in the
project plans, or if the Contractor elects to modify TCP included in the project plans, the Contractor
shall have such new or modified TCP prepared and submitted as a part of the Work for any and all
construction activities that are located within the travelled way. The Contractor shall have TCP
prepared and submitted as a part of the Work for any construction activities that are a part of this
project that are not included in the project plans. The Contractor must submit the TCP for the
Engineer's review in conformance with the requirements of section 2-5.3, et seq. and obtain the
Engineer's approval of the TCP prior to implementing them. The minimum 20 day review period
specified in section 2-5.3.1 for shop drawings and submittals shall pertain to each submittal of TCP,
new, modified or added to, for the Engineer's review. New or revised TCP submittals shall include
all TCP needed for the entire duration of the Work. Each phase of the TCP shall be shown in
sufficient scale and detail to show the lane widths, transition lengths, curve radii, stationing of
features affecting the traffic control plan and the methodology proposed to transition to the
subsequent TCP phase. When the vertical alignment of the travelled surface differs from the
finished pavement elevation vertical curves must also be shown. The level of detail, format, and graphics shall be of quality and size no less than those on "Standard Specifications Reference Traffic
Control Plan" Drawing number 368-5. Such modifications, supplements and/or new design of TCP
shall meet the requirements of the Engineer and of the "MANUAL OF TRAFFIC CONTROLS", 1996
Edition as published by the State of California Department of Transportation. Such modification,
addition, supplement, and/or new design of TCP shall be prepared by a registered professional
engineer appropriately registered in the State of California. The Engineer shall be the sole judge of
the suitability and quality of any such modifications, supplements, and/or new designs to TCP. The
Engineer may approve any such modifications, supplements, and/or new designs to the TCP when,
in the Engineer's sole opinion, such modifications, supplements, and/or new designs to the TCP
prepared by the registered professional engineer retained by the Contractor will be beneficial to the
best interests of the Agency. Such modification, addition, supplement, and/or new design shall not be
implemented and no work shall be commenced that is contingent on such approval until the changed
TCP are approved by the Engineer. The preparation of such modification, addition, supplement,
and/or new designs of TCP shall not presuppose their approval or obligate the Agency in any
fashion. Submittal and review requirements for such modifications, supplements, and/or new
designs to TCP shall conform to the requirements of section 2-5.3 Shop Drawings and Submittals.
Add the following section:
7-10.3.7 Payment. The Contractor shall provide traffic control at the contract lump sum price bid.
The contract lump sum price paid for "traffic control" shall include full compensation for furnishing all
labor (including flagging costs), materials (including signs), tools, equipment and incidentals, and for
doing all the work involved in preparation, reproduction and changing of traffic control plans, placing,
applying traffic stripes and pavement markers with bituminous adhesive, removing, storing,
maintaining, moving to new locations, replacing, and disposing of the components of the traffic
control system as shown on the plans and approved additions and modifications, as specified in
these supplemental provisions, and as directed by the Engineer. All expenses and time to prepare
Revised 4/22/02 Contract No. 3667-7 Page 71 of 121 Pages
and review modifications, additions, supplements and/or new TCP designs shall be included in the
lump sum bid for traffic control and no additional payment will be made therefor. Flagging costs will
be paid for as a part of the Lump Sum Amount for "Traffic Control." The cost of labor and material for
portable concrete barriers will be paid for at the unit price bid. When there is no bid item the cost of
labor and material for portable concrete barriers they will be paid as an incidental to the work being
performed and no additional payment will be made therefor. Progress payments for "Traffic Control"
will be based on the percentage of the improvement work completed.
-
Add the following section:
7-10.4.4 Safety and Protection of Workers and Public. The Contractor shall take all necessary
precautions for the safety of employees on the work and shall comply with all applicable provisions of
Federal, State and Municipal safety laws and building codes to prevent accidents or injury to persons
on, about, or adjacent to the premises where the work is being performed. The Contractor shall erect
and properly maintain at all times, as required by the conditions and progress of the work, all
necessary safeguards for the protection of workers and public, and shall use danger signs warning
against hazards created by such features of construction as protruding nails, hoists, well holes, and
falling materials.
7-13 LAWS TO BE OBSERVED. Add the following: Municipal ordinances that affect this work
include Chapter 11.06. Excavation and Grading. If this notice specifies locations or possible materials, such as borrow pits or gravel beds, for use in the proposed construction project which
would be subject to Section 1601 or Section 1603 of the Fish and Game Code, the conditions
the contract.
established pursuant to Section 1601 et seq. of the Fish and Game Code shall become conditions of -
SECTION 9 -- MEASUREMENT and PAYMENT
9-1 MEASUREMENT OF QUANTITIES FOR UNIT PRICE WORK
9-1.4 Units of Measurement, modify as follows:
the U.S. Standard Measures.
The system of measure for this contract shall be
9-3 PAYMENT.
9-3.1 General. Delete the eighth paragraph and substitute the following: Guarantee periods shall
not be affected by any payment but shall commence on the date of recordation of the "Notice of
Completion"
9-3.2 Partial and Final Payment. Delete the second paragraph and substitute the following:
Each month, the Engineer will make an approximate measurement of the work performed to the
closure date as basis for making monthly progress payments. The estimated value will be based on
contract unit prices, completed change order work and as provided for in Section 9-2 of the
Standard Specifications (SSPWC). Progress payments shall be made no later than thirty (30)
calendar days after the closure date. Five (5) working days following the closure date, the Engineer
shall complete the detailed progress pay estimate and submit it to the Contractor for the
Contractor's information. Should the Contractor assert that additional payment is due, the
Contractor shall within ten (IO) days of receipt of the progress estimate, submit a supplemental
payment request to the Engineer with adequate justification supporting the amount of supplemental
payment request. Upon receipt of the supplemental payment request, the Engineer shall, as soon
as practicable after receipt, determine whether the supplemental payment request is a proper
payment request. If the Engineer determines that the supplemental payment request is not proper,
-
Revised 4/22/02 Contract No. 3667-7 Page 72 of 121 Pages
then the request shall be returned to the Contractor as soon as practicable, but not later than seven
(7) days after receipt. The returned request shall be accompanied by a document setting forth in
writing the reasons why the supplemental payment request was not proper. In conformance with
Public Contract Code Section 20104.50, the City shall make payments within thirty (30) days after
receipt of an undisputed and properly submitted supplemental payment request from the Contractor.
If payment of the undisputed supplemental payment request is not made within thirty (30) days after
receipt by the Engineer, then the City shall pay interest to the Contractor equivalent to the legal rate
set forth in subdivision (a) of Section 685.010 of the Code of Civil Procedure.
Add paragraph 6 et seq. as follows: After final inspection, the Engineer will make a Final Payment
Estimate and process a corresponding payment. This estimate will be in writing and shall be for the
total amount owed the Contractor as determined by the Engineer and shall be itemized by the
contract bid item and change order item with quantities and payment amounts and shall show all
deductions made or to be made for prior payments and amounts to be deducted under provisions of
the contract. All prior estimates and progress payments shall be subject to correction in the Final
Payment Estimate.
The Contractor shall have 30 calendar days from receipt of the Final Payment Estimate to make
written statement disputing any bid item or change order item quantity or payment amount. The
Contractor shall provide all documentation at the time of submitting the statement supporting its
position. Should the Contractor fail to submit the statement and supporting documentation within the
time specified, the Contractor acknowledges that full and final payment has been made for all
contract bid items and change order items.
If the Contractor submits a written statement with documentation in the aforementioned time, the
Engineer will review the disputed item within 30 calendar days and make any appropriate
adjustments on the Final Payment. Remaining disputed quantities or amounts not approved by the
Engineer will be subject to resolution as specified in subsection 3-5, Disputed Work.
The written statement filed by the Contractor shall be in sufficient detail to enable the Engineer to
ascertain the basis and amount of said disputed items. The Engineer will consider the merits of the
Contractor’s claims. It will be the responsibility of the Contractor to furnish within a reasonable time
such further information and details as may be required by the Engineer to determine the facts or
contentions involved in its claims. Failure to submit such information and details will be sufficient
cause for denying payment for the disputed items.
9-3.2.1 Payment for Claims. Add the following: Except for those final payment items disputed in
the written statement required in subsection 9-3.2 all claims of any dollar amount shall be submitted
in a written statement by the Contractor no later than the date of receipt of the final payment
estimate. Those final payment items disputed in the written statement required in subsection 9-3.2
shall be submitted no later than 30 days after receipt of the Final Payment estimate. No claim will be
considered that was not included in this written statement, nor will any claim be allowed for which
written notice or protest is required under any provision of this contract including sections 3-4
Changed Conditions, 3-5 Disputed Work, 6-6.3 Payment for Delays to Contractor, 6-6.4 Written
Notice and Report, or 6-7.3 Contract Time Accounting, unless the Contractor has complied with
notice or protest requirements.
The claims filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the
basis and amount of said claims. The Engineer will consider and determine the Contractor’s claims
and it will be the responsibility of the Contractor to furnish within a reasonable time such further
information and details as may be required by the Engineer to determine the facts or contentions
involved in its claims. Failure to submit such information and details will be sufficient cause for
denying the claims.
Revised 4/22/02 Contract No. 3667-7 Page 73 of 121 Pages
Payment for claims shall be processed within 30 calendar days of their resolution for those claims
approved by the Engineer. The Contractor shall proceed with informal dispute resolution under
subsection 3-5, Disputed Work, for those claims remaining in dispute.
Add the following section:
9-3.3.1 Delivered Materials.
into the will not be included in the progress estimate.
The cost of materials and equipment delivered but not incorporated
Add the following section:
9-3.4.1 Mobilization and Preparatory Work. Payment for mobilization and preparatory Work will
be made at the lump-sum price bid, and includes full compensation for furnishing all insurance,
bonds, licenses, labor, materials, utilities, tools, equipment and incidentals, and for doing all the work
involved in mobilization and preparatory work and operations, including, but not limited to, those
necessary for the movement of personnel, equipment, supplies, and incidental to preparing to
conduct work on and off the project site and other offsite facilities necessary for work on the project;
for all other facilities, sureties, work and operations which must be performed or costs incurred prior
to beginning work on various contract items on or off the project site, excepting those specifically
paid for under separate sections of these specifications. The Contractor hereby agrees that the
stipulated lump sum amount is sufficient for Mobilization and Preparatory Work, as described in this
section, and that the Contractor shall have no right to additional compensation for Mobilization and
Preparatory Work.
Progress payments for Mobilization and Preparatory Work will be made as follows:
For the first progress payment (after the issuance of the Notice to Proceed), forty percent (40%) of
the amount bid for Mobilization And Preparatory Work will be allowed. For the second progress
payment, an additional sixty percent (60%) of the amount bid for mobilization and preparatory work
will be allowed therefor.
-
Q. Revised 4/22/02 Contract No. 3667-7 Page 74 of 121 Pages
SUPPLEMENTAL PROVISIONS
TO
STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION
PART 2, CONSTRUCTION MATERIALS
SECTION 200 - ROCK MATERIALS
200-2 UNTREATED BASE MATERIALS
200-2.1 General. Aggregate base shall be Class 2 Aggregate Base per
Caltrans Standard Specification, July 1999, Section 26: Aggregate Bases, Subsection 26-1.02A
Class 2 Aggregate Base and as specified herein.
Add the following:
Add the following section: 200-2.7 Class 2 Aggregate Base. Aggregate for Class 2 aggregate base shall be free from organic matter and other deleterious substances, and shall be of such nature that it can be compacted readily under watering and rolling to form a firm, stable base. Aggregate may include material processed from reclaimed asphalt concrete, portland cement concrete, lean concrete base, cement treated base or a combination of any of these materials. The amount of reclaimed material shall not exceed 50 percent of the total volume of the aggregate used.
Aggregate shall conform to the grading and quality requirements shown in the following tables. At the option of the Contractor, the grading for either the 1 1R-inch maximum or 3/4 inch maximum shall be used, except that once a grading is selected it shall not be changed without the Engineer's written approval.
AGGREGATE GRADING REQUIREMENTS
Percentage Passing
? 1/f Maximum 3/4" Maximum
Operating Operating Sieve Sizes Range Range - 2" .................................. 100 1 112" 90-1 00 -
1 " .................................. - 100
314'' ............................... 50-85 90-1 00 No. 4 ............................. 25-45 35-60 No. 30 ........................... 10-25 10-30 No. 200 ........................ 2-9 2-9
.............................
QUALITY REQUIREMENTS
Operating Tests Range Resistance (R-value) 78 Min. Sand Equivalent 25 Min. Durability index 35 Min.
The aggregate shall not be treated with lime, cement or other chemical material before the Durability Index test is performed.
If the results of either or both the aggregate grading and Sand Equivalent tests do not meet the requirements specified for "Operating Range" but meet the 'Contract Compliance" requirements, placement of the aggregate base may be continued for the remainder of that day. However, another day's work may not be started until tests, or other information, indicate to the satisfaction of the Engineer that the next material to be used in the work will comply with the requirements specified for "Operating Range."
e Revised 4/22/02 Contract No. 3667-7 Page 75 of 121 Pages
1
If the results of either or both the aggregate grading and Sand Equivalent tests do not meet the requirements specified for “Contract Compliance,” the aggregate base which is represented by these tests shall be removed. However, if requested by the Contractor and approved by the Engineer, the aggregate base may remain in place and the Contractor shall pay to the City $2.25 per cubic yard for
such aggregate base left in place. The City may deduct this amount from any moneys due, or that may become due, the Contractor under the contract. If both the aggregate grading and Sand Equivalent do
not conform to the “Contract Compliance” requirements, only one adjustment shall apply.
Type of Construction
All Concrete Used Within the Right-of-way
Trench Backfill Slurry
Street Light Foundations and Survey Monuments
Traffic Signal Foundations
Concreted-Rock Erosion Protection
No single aggregate grading or Sand Equivalent test shall represent more than 500 cubic yards or one
day’s production, whichever is smaller.
Concrete Maximum
Class Slump mm (Inches)
330-C-23 (2)
(560-C-3250) (I)
(I 90-E-400)
(560-C-3250)
(590-C-3750)
(520-C-25OOP)
1 15-E-3 200 (8”)
330-C-23 100 (4”)
350-C-27 100 (4”)
31 0-C-I 7 per Table 300-1 1.3.1
SECTION 201 - CONCRETE, MORTAR, AND RELATED MATERIALS
201-1 PORTLAND CEMENT CONCRETE
TABLE 201 -1 .I .2(A) Modify as follows:
201-1 .I .2 Concrete Specified by Class. Add the following: Concrete Paving within medians
(as indicated on plans) shall be as specified in the Concrete Class Use Table under Subsection 201-
1.1.2 as “Street Surface Improvements” and shall conform to Concrete Class 560-C-3250, with a
maximum slump of three inches (3”).
201 -1.2 Materials.
201-1.2.4(a) Integral Colored Concrete. Add the following: Integral color shall consist of colored
admixtures developed for use in ready mixed concrete. The product shall be made of the highest
pigment dispersion, workability and finishing performance of the concrete. Integral color pigments
shall meed or exceed ASTM-(2-979. The coloring method shall be designed for concrete flahvork
applications (salt finished, broom finishes, rotary finishes), as well as vertical surfaces, and other
quality pigments, as well as other ingredients designed to enhance the color and improve the -
Revised 4/22/02 Contract No. 3667-7 Page 76 of 121 Pages
types of architectural concrete. Pigment shall be a permanent coloration, uniform throughout the
concrete surface and interior, and shall be highly UV and fade resistant.
Integral colored concrete shall be cured with QC Color Cure color matched to the concrete (see
product information bulletin). Provide sample panel submittals of all colors to be used in the
installation on identical surfaces for approval by Resident Engineer. Contractor shall provide a
maintenance schedule for integral colored concrete.
Admixture for all integral colored concrete paving in medians and other integral colored concrete
shall be the following:
Color:
Curing:
Manufacturer: Scofield Chromix Admixtures for color-conditioned concrete, or approved equal
3987 - Porcelain Gray (to match existing paving)
Scofield Colorcure Concrete Sealer (or approved equal). See Section 201 of these
Supplemental Provisions for Concrete Curing Materials.
L.M. Scofield Company
6533 Bandini Boulevard
Los Angeles, CA 90040
1-800-800-9900
Admixture products and procedures for installation shall be in strict accordance with the
manufacturer’s specifications and recommendations, and those published by the American Concrete
Institute (ACI) and the Portland Cement Association (PCA).
201 -1.2.4 Chemical Admixtures. (e) Air-Entraining Admixtures. Substitute the following: The
air content shall not deviate from the percentage specified or permitted by more than 1-1/2
percentage points. The air content of freshly mixed concrete will be determined by California Test
Method No. 504.
Add the following:
201-1.6 Finish. Random stone stamped pattern with heavy sandblast to match existing median
paving.
Add the following:
201 -1.7 Miscellaneous Concrete Finishing Products.
201 -1.7.1 Water Base Penetrating Sealer for Integral Colored Concrete. (Scofield Colorcure
Concrete Sealer or approved equal)
Water base penetrating sealer shall be a sealer designed for the protection of imprinted and natural
concrete.
Water base penetrating sealer shall be a sealer designed for the protection of imprinted, colored and
natural concrete, and other masonry surfaces to preserve the natural appearance of the masonry
without darkening or adding gloss to the surface. It shall preserve the natural slip resistance of the
concrete, etc. Sealer shall repel spills and soils, minimizing staining and maintenance.
Seal shall leave no visible material on the surface and shall be absorbed and locked into the pores of
the masonry, repelling liquids and soils but leaving the top surface natural in appearance. Install per
manufacturer’s directions. Seal shall be compatible with the surfaces and materials which it is
applied. Concrete sealer shall conform to the following specifications:
Color: Clear, non-yellowing
Odor: Mild
Revised 4/22/02 Contract No. 3667-7 Page 77 of 121 Pages
Flash Point: None (C.O.C. method)
Specific Grav.: 1.03
Density: 8.6 pounds per gallon
Drying Time: 30 minutes to 60 minutes
Cure Time: 24 to 48 hours
VOC Content: None (0 g/l) excluding water
Polymer Type: Proprietary Reactive Resin System
Coverages (approximate):
Smooth Concrete:
Rough Concrete:
300 to 400 square feet per gallon
200 to 300 square feet per gallon
Note:
Method of:
Application
Manufacturer:
.- Coverages vary depending on porosity and condition of surface and method of
application.
Airless sprayer.
Scofield Chromix Admixtures for color-conditioned concrete, or approved equal
L.M. Scofield Company
6533 Bandini Boulevard
Los Angeles, CA 90040
1-800-800-9900
All materials shall be furnished, prepared, applied, cured, and stored according to the product
manufacturer’s direction.
201 -1.2.4 Chemical Admixtures. (e) Air-entraining Admixtures. Substitute the following: The
air content shall not deviate from the percentage specified or permitted by more than l-l/Z
percentage points. The air content of freshly mixed concrete will be determined by California Test
Method No. 504.
201 -3 EXPANSION JOINT FILLER. Add the following:
201 -3.4 Type “A” Sealant (Two-Part Polyurethane Sealant). Add the following:
All finished concrete surfaces shall have a %” continuous expansion joint at locations indicated on
the plans and notes and shall be located either parallel to perpendicular to the curb line. When not
otherwise indicated, all expansion joints located adjacent to colored concrete shall be sealant Type
“A and colored to match the color of the concrete surface.
Contractor shall provide joint sealants that have been produced and installed to establish and to
maintain watertight and airtight continuous seals without causing staining or deterioration of joint
substrates.
Contractor shall submit product data from the manufacturer of each joint sealant product required,
including instructions for joint preparation and joint sealer application. Contractor shall also submit
samples for initial selection purposes in form of manufacturer’s standard bead samples, consisting of
strips of actual products showing full range of colors available, for each product exposed to view.
Samples shall be submitted to Engineer. Submit complete schedule of type (and location where type
is to be used) of each sealant.
Contractor shall engage an experienced installer who has completed joint sealant applications similar
in material, design and extent to that indicated for Project that have resulted in construction with a
record of successful in-service performance.
e Revised 4/22/02 Contract No. 3667-7 Page 78 of 121 Pages
.-
Provide joint sealants, joint fillers, and other related materials that are compatible with one another
and with joint substrates under conditions of service and application, as demonstrated by sealant
manufacturer based on testing and field experience.
Provide color selections made by Engineer from manufacturer‘s full range of standard colors for
products of type indicated. Sealant color parallel to curbline shall match color of Paving Treatment
Type “A as specified in Section 201-1.2.4(a) of these Special Provisions.
Joint sealants shall be multi-component polyurethane sealant. Except as otherwise indicated,
provide manufacturer’s standard, non-modified, 2-or-more-part, polyurethane-based, elastomeric
sealant; complying with either ASTM-C-920-87, Type M, Grade P, Class 25, or FS TT-S 0227E Class
A, non-sag, Type 11.
Acceptable Products: “Sonnebom NPII”; Sonneborn Building Products Division; “Scofield Lithoseal
Trafficalk 3-G”, L.M. Scofield Company; or equivalent, as approved by the Engineer.
Provide sealant backings of material and type that are nonstaining; are compatible with joint
substrates, sealants, primers and other joint fillers; and are approved for applications indicated by
sealant manufacturer based on field experience and laboratory testing.
Plastic foam joint fillers shall be preformed, compressible, resilient, nonstaining, nonwaxing,
nonextruding strips of flexible plastic foam either open-cell polyurethane foam or closed-cell
polyethylene foam, subject to approval of sealant manufacturer, for cold-applied sealants only.
Polystyrene foam is not acceptable.
Add the following section:
201-8 Precast Grated Drain Box. The unit bid price for precast grated drain boxes shall include full
compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all
work involved in the installation of grated drain boxes complete in place, as shown on the drawings,
as specified in the specifications, and as directed by the Engineer.
The unit bid price includes, but is not limiting to: excavating, grading and backfilling, providing
suitable sand or gravel bedding, and installing a Brooks Products No. 3-TG with base plate or equal,
and making any adjustments required to raise or lower the frame and grate to final grade.
Add the following section:
SECTION 203 - BITUMINOUS MATERIALS
203-6 ASPHALT CONCRETE SPECIAL PROVISIONS
203-6.1 General. Add the following: The Contractor shall submit a design mix report and
verification data for review by the Engineer for each source of supply and type of mixture specified.
The design mix report shall indicate the results of all testing requirements identified in sections 203-
1.2 and 203-6.3 of the standard specifications for public works construction and these special
provisions.
203-6.2 Materials. Add the following: Asphalt concrete shall be class C2-AR-4000 for surface
course, and B-AR-4000 for base course. Asphalt concrete shall be class D2-AR-4000 for dikes and
class E-AR-8000 ditches.
203-6.3.2 Composition and Grading. Add the following: Evaluation of asphalt concrete shall be
determined from samples of asphalt concrete taken after completion of all processing (Wet Mix) or
@ Revised 4/22/02 Contract No. 3667-7 Page 79 of 121 Pages
..
- by core sample analysis of the in-place asphalt concrete or by direct central plant inspection that
confirms the production of a particular mix design and verifies using samples of aggregate taken
before the addition of asphalt and mineral filler (Bin). All samples shall be taken in accordance with
Calif. Test 125.
When Wet Mix or Core samples of asphalt concrete are to be used for evaluation, sufficient size
samples shall be taken to ensure representative and adequate quantity of material for:
1. Asphalt Content and Gradation by Extraction using Calif. Test 382 or ASTM 2172, and
Calif. Test 202
2. Stability‘ using:
a. Stabilometer Value2 using Calif. Test 366 and shall be the average of three indi-
vidual Stabilometer Values
And I or
b. Marshall Stability in accordance with the Asphalt Institute’s MS-2 fabricated and
tested for traffic volume and shall be the average of three specimens.
1.
2.
Stability will be waived provided the extracted asphalt content is within +\A of mix design and the extracted gradation
complies with Table 203-6.3.2 (A).
Use Marshall Stability when the deviation between individual Stabilometer Values are greater than +\4.
- When using core sample analysis, the samples must be properly prepared to safeguard against
influx of out side contaminates and so that the cut surfaces do not influence the test results.
203-6.3.3 Acceptance. Wet Mix or Core sampled asphalt concrete will be considered in
conformance with the mix design when the asphalt content is within +\- .5 of the design mix and the
gradation conforms to the grading as shown in Table 203-6.3.2 (A). Deviations in gradation maybe
considered in conformance with the mix design provided the stability of the completed mix complies
with the requirements for Stabilometer Value per Table 203-6.3.2 (A) Marshall Stability using Asphalt
Institute MS-2.
Plant inspected asphalt concrete will be will be considered in conformance with the mix design when
visually inspected and the combined gradation of the Bin samples show conformance to the grading
as shown in Table 203-6.3.2 (A).
203-6.6.1, Batch Plant Method, modify as follows:
from the Engineer’s field laboratory”. Last paragraph, add after D 2172: “method A or B.”
Third paragraph, last sentence, delete “and
203-6.7 Asphalt Concrete Storage. Open graded asphalt concrete stored in
excess of 2 hours, and any other asphalt concrete stored in excess of 18 hours, shall not be used in
the work.
add the following:
203-11 ASPHALT RUBBER HOT MIX (ARHM) WET PROCESS
ARHM-GG-C.
203-11.3 Composition and Grading. Add the following: Asphalt Rubber Hot Mix shall be class -
Add the following section:
a Revised 4/22/02 Contract No. 3667-7 Page 80 of 121 Pages
- 203-13 ASPHALT PAVEMENT CRACK SEALANTS
ASTM D 412 Die C,
0.6 mm (25 mil) Free
.-
400%, minimum
No cracks
203-1 3.1 Elastomeric Sealant. Elastomeric sealant shall be a polyurethane material of a
composition that will, within its stated shelf life, cure only in the presence of moisture. No elastomeric
sealant shall be incorporated into any portion of the work that is beyond the shelf life recommended
by its manufacturer. No elastomeric sealant shall be incorporated into any portion of the work that
has been stored under conditions not recommended by its manufacturer. Sealant shall be suitable
for use in both asphalt concrete and portland cement concrete. The cured sealant shall have the
performance characteristics in Table 203-1 3(A).
Film Bend (180")
ASTM D 822
Property
Slight chalking
Hardness
(indentation)
Tensile
Strength
Elongation
Weatherometer 350 h
ASTM B 117 28 days
at 38°C
ASTM D 150
Flex at -40°C
3.45 MPa, minimum
tensile; 400% minimum
Elongation
Less than 25% change
Weathering
Resistance
Salt-Spray
Resistance
Dielectric
Constant
TABLE 203-1 3.1 (A)
ELASTOMERIC SEALANT CHARACTERIS'
Measuring Standard I Results
cs
Conditions
25°C @ 50% relative
humidity
pulled at 508 mm (20") per
minute
pulled at 508 mm (20") per
minute
over 13 mm ('/21)) Mandrel
Cured 7 days at 25°C @
50% relative humiditv
5% NaCI, Die C, pulled at
508 mm (20") per minute
over a temperature range of
-30-C to 50-C
203-13.2 Asphaltic Emulsion Sealant. Asphaltic emulsion sealant shall conform to the State of
California Specification 8040-41A-I 5 and shall be used only for filling slots in asphalt concrete.
pavement. This material shall not be used in slots which exceed 16 mm (98") in width or where
the slope causes the material to run from the slot. The material shall not be thinned in excess of
the manufacturer's recommendations and shall not be placed when the air temperature is less
than 7°C (45°F).
203-13.3 Hot-Melt Rubberized Asphalt Sealant. Hot-melt rubberized asphalt shall be in solid
form at room temperature and fluid at an application temperature of 190°C (375°F) to 205°C
(400°F). Fumes from the material shall be non-toxic. Sealant shall be suitable for use in both
asphalt concrete and portland cement concrete. Performance characteristics of the cured hot- melt rubberized asphalt shall be as per Table 203-1 3.3(A).
,.-
TABLE 203-1 3.3(A)
CURED HOT-MELT RUBBERIZED ASPHALT
Revised 4/22/02 Contract No. 3667-7 Page 81 of 121 Pages
Property I Measuring Standard (ASTM I Results I Conditions -
Cone Penetration
Flow, 60°C
Resilience
Softening Point,
Ductility,
Flash Point, COC, “C
Viscositv. Brookfield
Designation)
ASTM D 3407, Sec. 5
ASTM D 3407, Sec. 6
,ASTM D 3407, Sec. 8 25%, min. 25°C
ASTM D 36
ASTM D 113 300 mm, min. 25”C, 50 mm/min
ASTM D 92
ASTM D 4402 2.5-3.5 Pa-s No. 27 Spindle, 20
3.5 mm, max.
5 mm, max.
82 “C, min.
288 “C, min.
25°C 150 g, 5 s
Thermoiel, I I I rpm, I~O”C,
SECTION 206 - MISCELLANEOUS METAL ITEMS
Add the following section:
206-7 TRAFFIC SIGNS.
Add the following section:
206-7.1 Permanent Traffic Signs Permanent traffic signs shall consist of IO-gage and 12-gage
cold-rolled steel perforated tubing. This includes all signs used for the direction, warning, and
regulation of vehicle (including bicycle) and pedestrian traffic upon the completion of the Work unless
otherwise shown on the plans. -_
Add the following section:
206-7.1.1 General. Materials, legend, proportion, size, and fabrication of all signs used for the
direction, warning, and regulation of vehicle (including bicycle) and pedestrian traffic shall conform to
the requirements of “SPECIFICATIONS FOR REFLECTIVE SHEETING SIGNS, October 1993”,
Sheets 1 through 5 that accompany ”SPECIFICATIONS FOR REFLECTIVE SHEETING SIGNS,
October 1993” of dimensions and details, dated April 1987, and “OPAQUE COLOR CHART”, dated
February 1980, all published by the State of California, Department of Transportation, Division of
Procurement Services, Office of Material Operations, 1900 Royal Oaks Drive, Sacramento, CA
95819 and as modified herein. Where the “SPECIFICATION FOR REFLECTIVE SHEETING SIGNS,
October 1993” require the Contractor or supplier to notify the Department of Transportation or to
certify compliance to said SPECIFICATIONS, to provide a quality control program or to allow testing,
approval, observation of manufacturing or assembly operations by the State of California,
Department of Transportation and/or its employees or officials, such rights shall be vested in the
Engineer.
Add the following section:
206-7.1.2 Sign Identification. Modify the “SPECIFICATIONS FOR REFLECTIVE SHEETING
SIGNS, October 1993” as follows: Sign identification shall be as per “SPECIFICATIONS FOR
REFLECTIVE SHEETING SIGNS, October 1993”, except that the notation shall be “PROPERTY OF
THE CITY OF CARLSBAD”.
Add the following section:
206-7.1.3
follows: Standard signs shall be as per the most recently approved “Approved Sign Specification
Sheets” of the State of California, Department of Transportation. The date of approval shall be the
date most closely preceding the date of manufacture of the sign(s) or the date of the “Notice to
Proceed” of this contract, whichever is most recent.
Drawings. Modify the “Specifications For Reflective Sheeting Signs, October 1993” as -
e Revised 4/22/02 Contract No. 3667-7 Page 82 of 121 Pages
,-
_-
Add the following section:
206-7.1.4 Reflective Sheeting. Modify the “Specifications For Reflective Sheeting Signs, October
1993” as follows: All advisory signs, warning signs and all regulatory signs shall be fabricated with
Type Ill encapsulated lens sheeting conforming to the requirements of this specification.
Add the following section:
206-7.1.5 Substrate. Modify the “Specifications For Reflective Sheeting Signs, October 1993” as
follows: All permanent traffic signs used for the direction, warning, and regulation of vehicle
(including bicycle) and pedestrian traffic shall use aluminum substrate.
Add the following section:
206-7.1.6 Mounting Traffic Signs. Traffic signs shall be installed on 10-gage or 12-gage cold-
rolled steel perforated tubing posts as shown on San Diego Regional Standard drawing M-45 or,
when the sign area exceeds the maximum area allowed for on that drawing, on multiple 10-gage or
12-gage cold-rolled steel perforated tubing posts. The number of posts shall be determined by the
parameters in SDRS drawing M-45 or as approved by the Engineer. Traffic signs will be provided
with back braces and mounting blocks as approved by the Engineer consisting of 10-gage or
12-gage cold-rolled steel perforated tubing when multiple posts are used.
Add the following section:
206-7.1.6 Traffic Sign Posts.
perforated tubing posts as shown on San Diego Regional Standard drawing M-45.
Posts shall be constructed of 1 O-gage or 12-gage cold-rolled steel
Add the following section:
206-7.2 Temporary Traffic Signs. Temporary traffic signs shall consist of all signs used for the
direction, warning, and regulation of vehicle (including bicycle) and pedestrian traffic during the
Contractor’s performance of the Work. Temporary traffic signs include both stationary and portable
signs.
Add the following section:
206-7.2.1 General. Materials, legend, proportion, size, and fabrication of all temporary traffic signs
used for the direction, warning, and regulation of vehicle (including bicycle) and pedestrian traffic
shall conform to the requirements of “Specifications For Reflective Sheeting Signs, October 1993”,
Sheets 1 through 5 that accompany “Specifications For Reflective Sheeting Signs, October 1993” of
dimensions and details, dated April 1987, and “OPAQUE COLOR CHART”, dated February 1980, all
published by the State of California, Department of Transportation, Division of Procurement Services,
Office of Material Operations, 1900 Royal Oaks Drive, Sacramento, CA 95819 and as modified
herein. Where The “Specification For Reflective Sheeting Signs, October 1993” require the
Contractor or supplier to notify the Department of Transportation or to certify compliance to said
“Specifications For Reflective Sheeting Signs, October 1993”, to provide a quality control program or
to allow testing, approval, observation of manufacturing or assembly operations by the State of
California, Department of Transportation and/or its employees br officials, such rights shall be vested
in the Engineer.
Add the following section:
206-7.2.2 Drawings. Modify the “Specifications For Reflective Sheeting Signs, October 1993” as
follows: Standard temporary traffic signs shall be as per the most recently approved “Approved
Sign Specification Sheets” of the State of California, Department of Transportation. The date of
approval shall be the date most closely preceding the date of manufacture of the sign(s) or the date
of the “Notice to Proceed” of this contract, whichever is most recent.
Add the following section:
@ Revised 4/22/02 Contract No. 3667-7 Page 83 of 121 Pages
- 206-7.2.3 Reflective Sheeting. Modify the “Specifications For Reflective Sheeting Signs, October
1993” as follows: All advisory signs, warning signs and all regulatory signs shall be fabricated with
Type Ill encapsulated lens sheeting conforming to the requirements of this specification.
Add the following section:
206-7.2.4 Substrate. Modify the “Specifications For Reflective Sheeting Signs, October 1993” as
follows: Excepting only construction warning signs used at a single location during daylight hours
for not more than five (5) consecutive days, all signs used for the direction, warning, and regulation of
vehicle (including bicycle) and pedestrian traffic shall be stationary mounted and shall use aluminum
substrate.
Add the following section:
206-7.2.5 Stationary Mounted Temporary Traffic Signs. Stationary mounted temporary traffic
signs shall be installed on IO-gage and 12-gage cold-rolled steel perforated tubing posts in the same
manner shown on the State of California, Department of Transportation “Standard Plans” 1995
edition standard plans numbers RSI, RS2, RS3 and RS4 for installation of roadside signs, except as
follows:
a) Wood posts shall not be used.
b) Back braces and blocks for sign panels will not be required.
c) The height to the bottom of the sign panel above the edge of traveled way shall be at least
2.1 m (7’).
d) Unless otherwise shown on the plans traffic sign posts shall conform in materials and
installation to SDRS drawing M-45 and shall have one post provided for each 0.48 m2 (5
ft2)of sign area, or the signs may be installed on existing lighting standards when approved
e) Sign panels mounted on temporary traffic sign posts shall conform to the requirements
specified for aluminum signs in the “Specifications For Reflective Sheeting Signs, October
1993”.
by the Engineer. -
Add the following section:
206-7.2.6 Temporary Traffic Sign Posts. Posts shall be IO-gage or 12-gage cold-rolled steel
perforated tubing used for the support and stabilization of stationary mounted temporary signs. Post
size and number of posts shall be as shown on the plans, except that when stationary mounted signs
are installed and the type of sign installation is not shown on the plans, post size and the number of
posts will be determined by the Engineer. Sign panels for stationary mounted signs shall consist of
reflective sheeting applied to a sign substrate.
Add the following section:
206-7.2.7 Portable Temporary Traffic Signs. Each portable temporary traffic sign shall consist of
a base, standard or framework and a sign panel. The units shall be capable of being delivered to the
site of use and placed in immediate operation. Sign panels for portable signs shall conform to the
requirements of sign panels for stationary mounted signs in the “Specifications For Reflective
Sheeting Signs, October 1993, or shall be cotton drill fabric, flexible industrial nylon fabric, or other
approved fabric. Fabric signs shall not be used during the hours of darkness. Size, color, and leg-
end requirements for portable signs shall be as described for stationary mounted sign panels in
section 206-7.2 of these Supplemental Provisions. The height to the bottom of the sign panel above
the edge of traveled way shall be at least 0.3-m (12”). All parts of the sign standard or framework
shall be finished with 2 applications of an orange enamel which will match the color of the sign panel
background. Testing of paint will not be required.
Add the following section:
206-8 LIGHT GAGE STEEL TUBING AND CONNECTORS.
e Revised 4/22/02 Contract No. 3667-7 Page 84 of 121 Pages
- Add the following section:
206-8.1 General. This Section pertains to IO-gage and 12-gage cold-rolled steel perforated tubing
used for the support and stabilization of signs. All shapes shall have a galvanized finish and shall be
cold-roll-formed steel conforming to ASTM Designation A-446, Grade A. Galvanizing shall conform to
ASTM A-525, Designation G-90. Galvanizing shall be performed after all forming and punching
operations have been completed. Cold-rolled steel perforated tubing shall be perforated on all four
faces with 11 mm (7/16”) holes on 25 mm (1”) centers.
Nominal Outside Dimensions
Mm (inches)
25 x 25 (1 XI)
32 x 32
38 x 38
44 x 44
51 x51
56 x 56
64 x 64
51 x76 12 x 3)
(1 l/4 x 1 V4)
(1 l/2 x 1 l/2)
(I 3/4 x I 3/4)
(2 x 2)
(23/16 x z3116)
(Z1/2 x 272)
57 x 57 (2‘/4 x
Add the following section:
206-8.2 Tolerances. Wall thickness tolerance shall not exceed +0.28 mm, -0.13 mm (+0.01 I”,
-0.005”). Convexity and concavity measured in the center of the flat side shall not exceed a tolerance
of +0.25 mm (+O.OlO”) applied to the specific size determined at the comer. Straightness tolerance
variation shall not exceed 1.6 mm in 1 m (1/16 ” in 3’). Tolerance for corner radius is 4.0mm (5/32”),
plus or minus 0.40 mm (1/64”). Weld flash on corner-welded square tubing shall permit 3.60 mm
(9/64”) radius gage to be placed in the corner. Using IO-gage or 12-gage square tube, consecutive
size tubes shall telescope freely for 3.lm (IO’). Tolerance on hole size is plus or minus 0.40 mm
(1/64“) on a size. Tolerance on hole spacing is plus or minus 3.2 mm in 6.1 m (1/8” in 20’). In
addition, for the following specific sizes of light gage steel tubing, dimensional tolerances shall not
exceed those listed in tables 206-8.2 (A) and 206-8.2(B).
Outside Tolerance for All Sides at Comers
mm (inches)
0.13 0.005
0.15 0.006
0.15 0.006
0.20 0.008
0.20 0.008
0.25 0.01 0
0.25 0.01 0
0.25 0.01 0
0.25 0.01 0
Nominal Outside Dimension
25 x 25 (1 x 1)
32 x 32 (1 -l/4 X 1 -’/4)
38 x 38 (1 42 x 1-72)
44 x 44 (1 34 x 1 34)
51 x51 (2 x 2)
56 x 56 (2-3/16 x 2-3/16)
57 x 57 x ~-l/~)
64 x 64 (24 x 2-72)
51 x 76 (2 x 3)
mm (Inches)
Twist Permissible in 900 mm 3”) b) Squareness‘l)
mm (Inches) mm(2) (Inches)
0.15 0.006 1.3 0.050
0.18 0.007 1.3 0.050
0.20 0.009 1.3 0.050
0.25 0.010 1.6 0.062
0.30 0.012 1.6 0.062
0.36 0.014 1.6 0.062
0.36 1.014 1.6 0.062
0.38 0.01 5 1.9 0.075
0.46 0.018 1.9 0.075
(I) Tubing may have its sides failing to be 90 degrees to each other by the tolerance listed.
(2) Twist is measured by holding down the edge of one end of a square tube on a surface plate
with the bottom side of the tube parallel to the surface plate, and noting the height that either
Revised 4/22/02 Contract No. 3667-7 Page 85 of 121 Pages
corner on the opposite end of the bottom side is above the surface plate.
Add the following section:
206-8.3 Fasteners. Fasteners used to assemble cold-rolled steel perforated tubing shall be steel
“pull-through” electrogalvanized rivets with 9.5 mm (3/8”) diameter shank, 22 mm (7/8”) diameter
head, and a grip range of from 5 mm (0.200”) to 0.90 mm (0.356”). The fasteners shall conform to
ASTM 8-633, Type Ill
Add the following section:
206-9 PORTABLE CHANGEABLE MESSAGE SIGN
Add the following section:
206-9.1 General. Each portable changeable message sign (PCMS) unit shall consist of a
controller unit, a power supply, and a structural support system all mounted on a trailer. The PCMS
unit shall be assembled to form a complete self-contained portable changeable message sign which
can be delivered to the site of the work and placed in immediate operation. The complete PCMS unit
shall be capable of operating in an ambient air temperature range of -2OOC (-4OF) to +7OoC (158OF)
and shall not be affected by unauthorized mobile radio transmissions.
The trailer shall be equipped so that it can be leveled and plumbed. Full operation height shall be
with the bottom of the sign at least 2.1 m (7’) above the ground and the top no more than 4.4 m
(14.5’) above the ground. After initial placement, PCMS shall be moved from location to location as
directed by the Engineer
Add the following section:
206-9.2 Message Board. The message displayed on the PCMS shall be visible from a distance of
. 460 m (1500’) and shall be legible from a distance of 230 m (750‘), at noon on a cloudless day, by
persons with vision corrected to 20/20. The sign panel shall be 3-line matrix and shall display not
less than 7 characters per line. Sign messages to be displayed shall be as approved by the
Engineer. The sign face shall be flat black and shall be protected from glare of the sun by a method
which does not interfere with the clarity of the sign message. The sign shall be raised and lowered
by means of a power driven lifting mechanism. The matrix sign shall be capable of complete
alphanumeric selection.
Lamp matrix type signs shall be equipped with an automatic dimming operational mode that
automatically compensates for the influence of a temporary light source or other abnormal lighting
conditions. The sign shall have manual dimming operation modes of 3 or more different lamp
intensities.
Matrix signs not utilizing lamps shall be either internally or externally illuminated at night.
The controller shall be an all solid-state unit containing all the necessary circuitry for the storage of at
least 5 pre-programmed messages. The controller shall be installed in a location allowing the
operator to perform all functions from one position. A keyboard entry system shall be provided to
allow an operator to generate an infinite number of additional messages over the pre-programmed
stored messages. The keyboard shall be equipped with a security lockout feature to prevent
unauthorized use of the controller. The controller shall contain a nonvolatile memory to hold the
keyboard created messages in memory during periods when the power is not activated. The
controller shall provide for a variable message display rate which allows the operator to match the
information display to the speed of the approaching traffic. The flashing off time shall be operator
adjustable within the control cabinet.
Add the following section:
Revised 4/22/02 Contract No. 3667-7 Page 86 of 121 Pages
- 206-9.3 Operation and Maintenance. PCMS shall be furnished, placed, operated, and
maintained along the northbound and southbound approaches to the intersection of El Camino Real
and La Costa Avenue and along the west bound approach to the intersection of Alga Road and El
Fuerte Street and at locations shown on the plans, specified herein, or designated by the Engineer.
The PCMS will be diligently maintained and repaired by the Contractor throughout the project in
accordance with the manufacturer‘s recommendations.
Add the following section:
206-9.4 Measurement and Payment. The contract unit price for traffic control shall include full
compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all
the work involved in furnishing, placing, operating, maintaining, repairing, replacing, transporting from
location to location, and no other compensation will be made.
SECTION 209 - ELECTRICAL COMPONENTS
209 ELECTRICAL COMPONENTS. Modify as follows: Section 209, “Signals, Lighting and Traffic
Electrical Systems”, herein, shall replace Section 209, “Electrical Components”, of the SSPWC in all
matters pertaining to the specifications for measurement, payment, warranty, and materials and
methods of construction for all elements of street lighting and traffic signals. For electrical
components provided and installed in systems not including street lighting and traffic signals section
209 SSPWC is unmodified except as specified in sections other than section 209, “Signals, Lighting
and Electrical Systems”, herein. For section 209, “Signals, Lighting and Electrical Systems”, for all
elements of street lighting and traffic signals both construction materials and construction methods
have been combined into a single section.
SECTION 209 - SIGNALS, LIGHTING AND ELECTRICAL SYSTEMS
209-1 GENERAL
209-1.01 Description. Signals, lighting and electrical systems work shall consist of furnishing and
installing, modifying or removing one or more traffic signals, traffic signal master controller
assemblies and interconnection facilities, flashing beacon systems, lighting systems, sign illumination
systems, traffic monitoring stations, communication systems, electrical equipment in structures,
falsework lighting, provisions for future systems, or combinations thereof, all as shown on the plans,
and as specified in these special provisions.
The locations of signals, beacons, standards, lighting fixtures, signs, controls, services and
appurtenances shown on the plans are approximate and the exact locations will be established by
the Engineer in the field. All systems shall be complete and in operating condition at the time of
acceptance of the contract.
209-1.015 Definitions. The following definitions pertain only to Section 209, “Signals, Lighting and
Electrical Systems.”
Actuation.- The operation of any type of detector.
Burn-In Procedure. - “he procedure by which each LED signal module is energized for a minimum of
24 hours at operating voltage at a 100% duty cycle, and in an ambient temperature of 60°C (140°F).
Candlepower Values. - Luminous intensity expressed in candelas (cd).
Channel.- A discrete information path.
Chromaticity (Color). - The color of the light emitted by a signal module, specified as x-y chromaticity
coordinates on the chromaticity diagram according to the 1931 Commission Internationale $Eclairage
standard observer and coordinate system. The measured chromaticity coordinates shall fall within the
limits specified in VTCSH Section 8.04 “Limits of Chromaticity Coordinates.”
Revised 4/22/02 Contract No. 3667-7 Page 87 of 121 Pages
Controller Assembly.- “he complete assembly for controlling the operation of a traffic signal or other
system, consisting of a controller unit, and all auxiliary equipment housed in a rainproof cabinet.
Controller Unit.-That part of the controller assembly which performs the basic timing and logic
functions.
Detector,- A device for indicating the passage or presence of vehicles or pedestrians.
Duty Cycle. - The amount of illuminated on-time a signal module is energized, expressed as a percent
of signal cycle time period.
Electro1ier.- The complete assembly of lighting standard, luminaire, ballast and lamp.
Flasher.- A device used to open and close signal circuits at a repetitive rate. Flashing Beacon Control Assembly.- A complete electrical mechanism for operating a warning
beacon or intersection control beacon. Inductive Loop Vehicle Detector.- A detector capable of being actuated by the change of inductance
caused by a vehicle passing over or standing over the loop. Integrating Photometer. - An instrument used in measuring the intensity of light that enables total
luminous flux to be determined by a single measurement.
LED Light Source. - An individual light emitting diode. LED Signal Module. - A sealed circular ball or arrow that includes the lens and utilizes LED devices
as the light source. An LED signal module may directly replace an existing traffic signal lamp and lens
combination.
Lighting Standard.- The pole and mast arm which support the luminaire.
Luminaire.- The assembly which houses the light source and controls the light emitted from the light
source.
Magnetic Vehicle Detector.- A detector capable of being actuated by the induced voltage caused by
the passage of a vehicle through the earth’s magnetic field.
Magnetometer Vehicle Detector.- A detector capable of being actuated by the magnetic disturbance
Major Street.-The roadway approach or approaches at an intersection normally carrying the major
volume of vehicular traffic.
Minimum Intensity. - In accordance with the values in Table 1 of the existing “Vehicle Traffic Control
Signal Heads”, hereinafter VTCSH standard, the minimum intensity values below which no LED signal
modules will be released from the supplier.
Minor Street.-The roadway approach or approaches at an intersection normally carrying the minor
volume of vehicular traffic. Pedestrian Detector.- A detector, usually of the push button type, capable of being operated by hand.
Plans. - For this Section (Section 209) plans shall include all documents listed in Section 2.5, “Plans and
Specifications”, et seq. as well as the “STANDARD PLANS”, 1995 edition as promulgated by the State of
California, Department of Transportation.
Power Consumption. - The rms electrical power (watts) consumed by an LED signal module when
operated at rated voltage.
Pre-timed Controller Assembly.- A controller assembly for operating traffic signals in accordance
with a pre-determined cycle length.
Rated Initial Intensity. - The light intensity of a new LED signal module, operated at rated voltage,
measured after the burn-in procedure with an integrating photometer.
Rated Voltage. - The ac rms voltage at which light output performance and power consumption are
specified (117 VAC at 60 Hz).
Signal Face.-That part of a signal head provided for controlling traffic in a single direction and
consisting of one or more signal sections.
Signal Head.- An assembly containing one or more signal faces.
Signal Indication.- The illumination of a signal section or other device, or of a combination of sections
or other devices at the same time.
Signal Section.-A complete unit for providing a signal indication consisting of a housing, lens,
Sun Phantom. - The effect of an outside light source entering the signal assembly and being returned
in such a manner as to present the appearance of the signal assembly being illuminated.
Traffic-Actuated Controller Assembly.- A controller assembly for operating traffic signals in
-
caused by the passage or presence of a vehicle. -
reflector, lamp receptacle and lamp. -
Revised 4/22/02 Contract No. 3667-7 Page 88 of 121 Pages
accordance with the varying demands of traffic as registered with the controller unit by detectors.
Traffic Phase.-me right of way, change and clearance intervals assigned to a traffic movement or
combination of movements.
Vehicle.- Any motor vehicle normally licensed for highway use. VTCSH Standard. - The definitions and practices described in ‘Vehicle Traffic Control Signal Heads”
published in the “Equipment and Materials Standards” of the Institute of Transportation Engineers.
209-1.02 Regulations and Code. All electrical equipment shall conform to the standards of the
National Electrical Manufacturers Association (NEMA), the Underwriters’ Laboratories Inc. (UL), the
Electrical Testing Laboratories (ETL), the National Electrical Testing Association, Inc. (NETA), or the
Electronic Industries Association (EIA), wherever applicable. In addition to the requirements of the
plans, these special provisions, all materials and workmanship shall conform to the requirements of
the National Electrical Code 1996 edition, hereinafter referred to as the Code; California Code of
Regulations, Title 8, Chapter 4, Subchapter 5, Electrical Safety Orders; Rules for Overhead Electrical
Line Construction, General Order No. 95 of the Public Utilities Commission; Standards of the
American Society for Testing and Materials (ASTM); American National Standards Institute (ANSI);
and any local ordinances which may apply. Wherever reference is made to any of the standards
mentioned above, the reference shall be construed to mean the code, order, or standard that is in
effect on the day the Notice to Contractors for the work is dated.
209-1.03 Equipment List and Drawings. Unless otherwise permitted in writing by the Engineer,
the Contractor shall, within 15 days following award of the contract, submit to the Engineer for review
a list of equipment and materials which the Contractor proposes to install as specified in Section 2-
5.3, “Shop Drawings and Submittals.’’ The list shall be complete as to name of manufacturer, size
and identifying number of each item. The list shall be supplemented by such other data as may be
required, including schematic wiring diagrams and scale drawings of cabinets showing location and
spacing of shelves, terminal blocks and equipment, including dimensioning. All of the above data
shall be submitted, install as specified in Section 2-5.3, “Shop Drawings and Submittals”, for review.
Where electrical equipment is constructed as detailed on the plans, the submission of detailed
drawings and diagrams will not be required.
The Contractor shall furnish 5 sets of controller cabinet schematic wiring diagrams made by (1) wet
blueprint, white background process using iron-sensitized paper, (2) the offset lithograph process, or
(3) the electrostatic process. The diagrams shall show the location of the installation and shall list all
equipment installed in each controller cabinet. In addition, for each signal installation, the Contractor
shall furnish an intersection sketch showing poles, detectors, field wire connection terminals and
phasing as shown on the plans. All schematic wiring diagrams of the controller units and auxiliary
equipment, all cabinet diagrams, and all operation manuals shall be submitted at the time the
controller assemblies are delivered for testing. The schematic wiring diagram shall show in detail all
circuits and parts. All parts shown thereon shall be identified by name or number and in such
manner as to be readily interpreted. All diagrams, plans and drawings shall be prepared using
graphic symbols shown in ANSI publication Y32.2, entitled “IEEE Standard and American National
Standard Graphic Symbols for Electrical and Electronic Diagrams.”
209-1.04 Warranties, Guaranties and Instruction Sheets. Manufacturers’ warranties and
guaranties furnished for materials used in the work and instruction sheets and parts lists supplied
with materials shall be delivered to the Engineer prior to acceptance of the project.
209-1.05 Maintaining Existing and Temporary Electrical Systems. Existing electrical systems
(traffic signal, street lighting, flashing beacon, traffic monitoring, sign illumination and other facilities),
or approved temporary replacements thereof, shall be kept in effective operation for the benefit of the
traveling public during the progress of the work, except when shutdown is permitted, to allow for
alterations or final removal of the systems. The traffic signal shutdowns shall be limited to normal
working hours. Lighting system shutdowns shall not interfere with the regular lighting schedule,
Revised 4/22/02 Contract No. 3667-7 Page 89 of 121 Pages
unless otherwise permitted by the Engineer. The Contractor shall notify the Engineer prior to
performing any work on existing systems. The Contractor shall notify the local traffic enforcement
agency prior to any operational shutdown of a traffic signal.
Where an existing system or temporary system is being modified, work not shown on the plans or
specified in these special provisions and which is considered by the Engineer as necessary to keep
all or any part of the system in effective operation will be paid for as extra work as provided in Section
3-3 “Extra Work.”.
The Agency will:
1 ) Continue the operation and maintenance of existing electrical facilities.
2) Continue to provide for electrical energy for the operation of existing electrical facilities.
3) Repair or replace existing facilities damaged by public traffic.
4) Pay the cost of electrical energy for the operation of existing or new facilities that are undergoing
the functional tests described in Section 209-2.14CI “Functional Testing.”
The Contractor shall ascertain the exact location and depth of existing detectors, conduits, pull boxes
and other electrical facilities before using any tools or equipment that may damage those facilities or
interfere with any electrical system. Where damage is caused by the Contractor’s operations, the
Contractor shall, at the Contractor’s expense, repair or replace damaged facilities promptly in
accordance with these specifications. If any existing loop conductor, including the portion leading to
the detector hand hole or termination pull box, is damaged by the Contractor’s operations, the
Contractor shall immediately notify the Engineer. The affected detectors shall be replaced at the
Contractor’s expense and as directed by the Engineer within 24 hours. If the Contractor fails to
complete the repairs within this period, the repairs will be made by Agency forces at the Contractor’s
expense. Should the Contractor fail to perform the required repairs or replacements, the cost of
performing the repairs or replacements will be deducted from any moneys due or to become due the
Contractor.
Where roadways are to remain open to traffic and existing lighting systems are to be modified, the
lighting systems shall remain in operation and the final connection to the modified circuit shall be
made so that the modified circuit will be in operation by nightfall of the same day. Temporary
electrical installations shall be kept in effective operation until the temporary installations are no
longer required for the traveling public. Removal of temporary installations shall conform to the provi-
sions in Section 209-7, “Removing, Reinstalling or Salvaging Electrical Equipment.’’ These
provisions will not relieve the Contractor in any manner of the Contractor’s responsibilities as
provided in Sections 4-1 .I, ”General” and 4-1.2, “Protection of Work and Materials.”
I
During traffic signal system shutdown the Contractor shall place “STOP AHEAD” and “STOP” signs
to direct vehicle and pedestrian traffic through the intersection. All signal faces shall be covered
when the system is shut down overnight. Temporary “STOP AHEAD” and “STOP” signs shall be
either covered or removed when the system is turned on. “STOP AHEAD” and “STOP” signs shall
be furnished by the Contractor and shall conform to the provisions in Section 7-10.3, “Street
Closures, Detours, Barricades.” Minimum size of “STOP” signs shall be 750 mm (30”). One “STOP
AHEAD” sign and one “STOP sign shall be placed for each direction of traffic. For two, or more,
lane approaches, two “STOP” signs shall be placed for each direction of traffic. Location of the signs
shall be as directed by the Engineer.
209-1.06 Scheduling of Work. No above ground work, except service equipment, shall be
performed until the Contractor has all materials on hand to complete that particular signal location or
lighting circuit. Work shall be so scheduled that each traffic signal, lighting and sign illumination
system shall be completed and ready for operation prior to opening the corresponding section of the
roadway to traffic.
Traffic signals shall not be placed in operation for use by public traffic without the written approval of
the Engineer. The Contractor shall obtain the written approval of the Engineer no less than three
days prior to placing any traffic signal in operation. Traffic signals shall not be placed in operation for
Revised 4/22/02 Contract No. 3667-7 Page 90 of 121 Pages
use by public traffic without the- energizing of street lighting at the intersection to be controlled if street
lighting exists or is being installed in conjunction with the traffic signals. Traffic signals shall not be
placed in operation until the roadways to be controlled are open to public traffic, unless otherwise
directed by the Engineer. Lighting and traffic signals shall not be placed in operation, including
flashing operation, prior to commencement of the functional test period specified in Section 209-2.14,
“Testing,” unless ordered otherwise by the Engineer.
Conductors shatl not be pulled into conduit until pull boxes are set to grade, crushed rock sumps
installed, mortar placed around conduit, concrete bottom of pull boxes placed, and metallic conduit
bonded. In vehicular undercrossings, soffit lights shall be placed in operation as soon as practicable
after falsework has been removed from the structure. Lighting for pedestrian structures shall be
placed in operation prior to opening the structure to pedestrian traffic. If the Engineer orders soffit
lights or lighting for pedestrian structures placed in operation before permanent power service is
available, the cost of installing and removing temporary power service will be paid for as extra work
as provided in Section 3-3, “Extra Work.”
The initial turn-on shall be made only between the hours of 9:00 a.m. and 2:OO p.m. and Tuesday
through Thursday unless otherwise approved, in writing, by the Engineer. Prior to turn-on, all
equipment as shown on the plans shall be installed and operable including pedestrian signals,
pedestrian push buttons, vehicle detectors, lighting, signs and pavement delineation. All louvers,
visors, and signal faces shall be directed to provide maximum visibility. Functional tests shall start on
any working day except Friday, or the day preceding a legal holiday.
209-1.07 Safety Precautions. Attention is directed to Section 7-10.4.1, “Safety Orders.” Before
starting work on existing series street lighting circuits, the Contractor shall obtain daily a safety circuit
clearance from the serving utility. By-pass switch plugs shall be pulled and “Men at Work” signs posted at switch boxes before any work is done.
209-2 MATERIALS AND INSTALLATION
209-2.01 Excavating and Backfilling. The ’excavations required for the installation of conduit,
foundations, and other appurtenances shall be performed in such a manner as to avoid any
unnecessary damage to streets, sidewalks, landscaping, and other improvements. The trenches
shall not be excavated wider than necessary for the proper installation of the electrical
appurtenances and foundations. Excavation shall not be performed until immediately before
installation of conduit and other appurtenances. The material from the excavation shall be placed in
a position that will not cause damage or obstruction to vehicular and pedestrian traffic nor interfere
with surface drainage.
Unless otherwise permitted in writing by the Engineer, all surplus excavated material shall be
removed and disposed of, within 48 hours, outside the public right of way in accordance with the
provisions in Sections 7-8.1 , “Cleanup and Dust Control”, 300-1.3, “Removal and Disposal of
Materials” and 302-6, “Surplus Material”, depending on the origin and nature of the materials to be
removed and disposed.
The excavations shall be backfilled in conformance with the provisions in Sections 300-3.5,
“Structure Backfill” or 306-1.3, “Backfill and Densification,” depending on the nature of the structure
or conduit that the excavation being backfilled accommodates. Excavations after backfilling shall be
kept well filled and maintained in a smooth and well-drained condition until permanent repairs are
made. All excavations shall be filled, and sidewalks, pavement, and landscaping restored at each
intersection prior to excavating at any other intersection, unless otherwise permitted by the Engineer.
Excavations in the street or highway shall be performed in such a manner that not more than one
traffic lane is restricted at any time, unless otherwise approved by the Engineer.
e Revised 4/22/02 Contract No. 3667-7 Page 91 of 121 Pages
209-2.02 Removing and Replacing Improvements. In addition to the requirements of sections 7-
9, “Protection and Restoration of Existing Improvements” and 306-1.5, “Trench Resurfacing”
Improvements such as sidewalks, curbs, gutters, portland cement concrete and asphalt concrete
pavement, underlying material, lawns and plants, and any other improvements removed, broken or
damaged by the Contractor’s operations, shall be replaced or reconstructed with the same kind of
material as found on the work or with materials of equal quality. The new work shall be left in a
serviceable condition.
Whenever a part of a square or slab of existing concrete sidewalk, curb, gutter, or driveway is broken
or damaged, the entire square, section or slab shall be removed and the concrete reconstructed as
above specified. The outline of all areas to be removed in portland cement concrete sidewalks and
driveways and in pavements shall be cut to a minimum depth of 50 mm (2”) with an abrasive type
saw prior to removing the sidewalk, driveways and pavement material. Cuts shall be neat and true
along score lines, with no shatter outside the removal area.
209-5 DETECTORS
209-5.01 Vehicle Detectors. Vehicle detectors shall be the type or types shown on the plans. All
sensor units, control units, and amplifiers shall meet the requirements of California Test 675. The
units shall not be affected by transient voltages when tested in accordance with California Test 667.
After a power interruption the units shall return to normal operation within one minute. Each unit shall be provided with a light or meter, for each output circuit, to indicate when the detector is
detecting a vehicle. Each detector shall operate over the range of voltages from 100 volts to
135 volts at 60 Hz. Circuitry shall be solid-state except relays with normally closed contacts may be
used for the output circuit. Units shall be designed to provide ease of maintenance with easily ac-
cessible electronic components. Each detector shall provide vehicle detection without readjustment
from -18°C to 71°C (0’ to 160°F). Units shall use printed circuit boards designed to facilitate
identification of components. This shall be done by either part identification markings or by providing
a pictorial diagram showing physical location and identification of each component. Each printed
circuit board shall have the following minimum quality requirements: NEMA FR-4 glass cloth base
epoxy resin board, 1.5 mm (1/q6“) minimum thickness, organic solder masking and gold plated
contacts. lntercomponent wiring shall be copper track with a minimum mass of 600 g/m2 (2 odv).
Printed circuit design shall be such that components may be removed and replaced without
permanent damage to boards or tracks. Splices shall conform to the provisions in Section 209-2.09,
“Wiring.”
-
209-5.0lA Inductive Loop Detectors. Inductive loop detectors shall conform to the following:
209-5.01A(1) General. The term “inductive loop detector“ applies to a complete installation
consisting of a loop or group of loops installed in the roadway, as shown on the plans, lead-in cable
and a sensor unit with power supply installed in a controller cabinet.
209-5.01A(3) Sensor Unit Construction. “Card” type sensor units shall conform to the
requirements in “Traffic Signal Control Equipment Specifications,” issued by the State of California,
Department of Transportation, and to all addendum thereto current at the time of project advertising.
Shelf mounted sensor units shall conform to the requirements in Section I1 of the NEMA Standards
external to the sensor unit.
Publication No. TS 1. Capacitors or inductors necessary for loop tuning shall not be mounted -
Revised 4/22/02 Contract No. 3667-7 Page 92 of 121 Pages
209,-5,01A(4) Construction Materials. Conductor for each inductive loop detector shall be
continuous and unspliced and shall conform to one of the following:
Type 1 loop wire shall be Type RHW-USE neoprene-jacketed or Type USE cross-linked polyethylene
insulated, No. 12, stranded copper wire. The minimum insulation thickness at any point shall be
1.0 mm (40 mils).
Type 2 loop wire shall consist of a conductor inside of plastic tubing. The conductor shall be Type
THWN or Type XHHW, No. 14, stranded copper wire. The tubing shall be polyethylene or vinyl,
rated for use at 105"C, and shall be resistant to oil and gasoline. The tubing shall have a maximum
outside diameter of 7 mm (0.27") and a minimum wall thickness of 0.71 mm (0.028"). The conduc-
tors shall not be spliced inside the tubing.
Conductors for loop detector lead-in cable shall be 2 No. 16 (19 x 29) stranded tinned copper. Loop
detector lead-in cable shall conform to the calculated cross sectional area of ASTM Designation:
B 286, Table 1. The lead-in cable shall conform to one of the following:
1.
2.
Type B lead-in cable shall be insulated with 0.5 mm (20 mils) of high-density polyethylene. The
conductors shall be twisted together with at least 6 turns per meter and the twisted pair shall be
protected with a copper or aluminum polyester shield. A No. 20, minimum, copper drain wire
shall be provided and connected to the equipment ground within the cabinet. The cable shall be
provided with a high-density polyethylene or high-density polypropylene outer jacket with a
nominal thickness of 0.8 mm (35 mils). An amorphous interior moisture penetration barrier of
nonhydroscopic polyethylene or polypropylene fillers shall be provided.
Type C lead-in cable shall conform to International Municipal Signal Association (IMSA)
Specification No. 50-2. A No. 20, minimum, copper drain wire shall be provided and connected
to the equipment ground within the cabinet.
209-5.01A(5) Installation Details. Installation and tests shall conform to the details and notes
shown on the plans. Unless shown otherwise each loop shall consist of 3 turns of conductor as
specified in Section 209-5.01 A(4), "Construction Materials." Slots cut in the pavement shall be
washed clean, blown out and thoroughly dried before installing conductors. Residue resulting from
slot cutting operations shall not be permitted to flow across shoulders or lanes occupied by public
traffic and shall be removed from the pavement surface before any residue flows off of the pavement
surface. Residue from slot cutting operations shall be disposed of outside the highway right of way in
accordance with Section 7-8.1, "Cleanup and Dust Control." After conductors are installed in the
slots cut in the pavement, the slots shall be filled with sealant to within 3 mm ('/s'l) of the pavement
surface. The sealant shall be at least 25 mm (1") thick above the top conductor in the saw cut.
Before setting, surplus sealant shall be removed from the adjacent road surfaces without the use of
solvents. The sealant for filling slots shall conform to the following:
1. Hot-Melt Rubberized Asphalt Sealant.- Hot-melt rubberized asphalt shall be in solid form at
room temperature and fluid at an application temperature of 190°C (375°F) to 205°C (400°F).
Fumes from the material shall be non-toxic. Sealant shall be suitable for use in both asphalt
concrete and portland cement concrete. Performance characteristics of the cured hot-melt
rubberized asphalt shall be as per Table 209-5.01A(5)(B).
TABLE 209-5.0 1 A(5)( B)
CURED HOT-MELT RUBBERIZED ASPHALT
@ Revised 4/22/02 Contract No. 3667-7 Page 93 of 121 Pages
Property Measuring Standard (ASTM Results
Designation)
Cone ASTM D 3407, Sec. 5 3.5 mm, max.
Penetration
Flow, 60°C ASTM D 3407, Sec. 6 5 mm, max.
Resilience ,ASTM D 3407, Sec. 8 25%, min. 25°C
Conditions
25"C, 150 g, 5 s
Softening I ASTM D 36 I 82 "C, min. I
Flash Point, ASTM D 92
COC, "C
Viscosity, ASTM D 4402 2.5-3.5 Pams No. 27 Spindle, 20 rpm,
Brookfield 1 90"C,
The hot-melt rubberized asphalt shall be melted in a jacketed, double boiler type melting unit.
Temperature of the heat transfer medium shall not exceed 245°C (475°F). Application of the hot-
melt sealant shall be made with a pressure feed applicator or pour pot. Sealant shall be applied
when the pavement surface temperature is greater than 4°C (40°F). Hot-melt sealant shall be
packaged in containers clearly marked "Detector Loop Sealant" and specifying the batch and lot
number of the manufacturer.
Loop conductors shall be installed without splices and shall terminate in the nearest pull box. The
loops shall be joined in the pull box in combination of series and parallel so that optimum sensitivity is
obtained at the sensor unit. Final splices between loops and lead-in cable shall not be made until the
operation of the loops under actual traffic conditions is approved by the Engineer. All loop
conductors for each direction of travel for the same phase of a traffic signal system, in the same pull
box, shall be spliced to a detector lead-in cable which shall be run from the pull box adjacent to the
loop detector to a sensor unit mounted in the controller cabinet. All loop conductors for traffic
monitoring shall terminate in a pull box or terminal strip in the traffic monitor station cabinet when a
cabinet of that type is installed. Conductors for inductive loop traffic signal and traffic monitoring
installations shall be identified and banded, in pairs, by lane, in the pull box adjacent to the loops and
near the termination of the conductors in the controller or traffic monitoring station cabinet. Bands
shall conform to the provisions in Section 209-2.09, "Wiring."
-
If asphalt concrete surfacing is to be placed, the loop conductors shall be installed prior to placing
the uppermost layer of asphalt concrete. The conductors shall be installed, as shown on the plans,
in the compacted layer of asphalt concrete immediately below the uppermost layer. Installation
details shall be as shown on the plans, except the sealant shall fill the slot flush to the surface.
209-5.01C The video detection system shall consist of one (1) video camera and one (1) video detection processor (VDP) for each vehicle approach, and a pointing device. The system shall include software that detects vehicles in multiple lanes using only the video
image. Detection zones shall be defined using only a video menu and a pointing device to place zones on a video image. A minimum of 24 detection zones per camera shall be available.
Video Detection System.
- 209-5.O1C(l) Functional Requirements. The VDP shall process video from a single source. The source can be a video camera or a video tape player. The video shall be input to the VDP in RS170 format and shall be digitized and analyzed in real time. The VDP shall detect the presence of vehicles in up to 24 detection zones per camera. A detection zone shall be approximately the width and length of one car. Detection zones shall be programmed via a menu displayed on a video
Revised 4/22/02 Contract No. 3667-7 Page 94 of 121 Pages
monitor and a pointing device connected to the VDP. The menu shall facilitate placement of the
detection zones and setting of zone parameters. A separate computer shall not be required for programming detection zones or to view system operations. The VDP shall store up to three different detection zone patterns. The VDP shall be able to switch to any one of the three different
detection zone patterns within one second of user request via menu selection with the pointing device. The VDP shall detect vehicles in real time as they travel across each detection zone.
The VDP shall have an RS-232 port for communications with an external computer. The VDP shall accept new detector patterns from an external computer through the RS-232 port when that computer uses the appropriate communications protocol for downloading detector patterns. The VDP shall send its detector patterns to an external computer through the RS-232 port when requested when that computer uses the appropriate communications protocol for uploading detector patterns. A Windows-based software program designed for local or remote connection and providing video capture, real-time detection indication and detection zone modification capability shall be provided with the system.
The camera system shall be able to transmit an NTSC video signal, with minimal signal degradation, up to 300m (I 000 ft).
The VDP shall default to a safe condition, such as a constant call to each active detection channel, in the event of unacceptable interference in the video signal.
The system shall be capable of automatically detecting a low visibility condition such as fog and respond by placing all defined detection zones in a constant call mode. A user-selected output shall be active during the low visibility condition that can be used to modify the controller operation if connected to the appropriate controller input modifier(s). The system shall automatically revert to normal detection mode when the low visibility condition no longer exists.
209-5.01C(2) Operational Requirements. A minimum of 24 detection zones per camera shall be supported and each detection zone can be sized to suit the conditions and the desired vehicle detection region. A single detection zone shall be capable of replacing multiple loops and the detection zone may be AND'ed or OR'ed together to indicate vehicle presence on a single phase of traffic movement. Placement of detection zones shall be done by using a pointing device and a graphical interface built into the VDP and displayed on a video monitor. No separate computer shall be required to program the detection zones. Up to three detection zone patterns shall be saved within the VDP memory and this memory shall be preserved during power outages. The selection of the detection zone pattern for current use shall be done through a menu system. It shall be possible to activate a detection zone pattern for a camera from VDP memory and have the detection zone pattern displayed within one second of activation. When a vehicle is detected crossing a detection zone, the detection zone will flash a symbol on the screen to confirm the detection of the vehicle. Detection shall be at least 98% accurate in good weather conditions and at least 96% accurate under adverse weather conditions (rain, snow or fog).
Detector placement shall not be more distant from the camera than a distance of fifteen times the mounting height of the camera.
The VDP shall provide up to eight channels of vehicle presence detection through a NEMA TSI port. The VDP shall provide dynamic zone reconfiguration (DZR) to enable normal detector operation of existing zones except the one being added or modified during the setup process. The VDP shall output a constant call on any detection channel when the corresponding zone is being modified.
Detection zone outputs shall be configurable to allow the selection of presence, pulse, extend and delay outputs. Timing parameters of pulse, extend, and delay outputs shall be user definable between 0.1 and 25.0 seconds. Up to six detection zones shall be capable of counting the number of vehicles detected. The count value shall be internally stored for later retrieval through the RS-232 port. The data collection interval shall be user definable in periods of five, fifteen, thirty or sixty minutes.
Revised 4/22/02 Contract No. 3667-7 Page 95 of 121 Pages
- 209-5.01C(3) Hardware Requirements. The VDP shall be housed in a durable metal enclosure suitable for shelf mounting in the side rails of the controller cabinet. The VDP enclosure shall not exceed 180mm (7.1 in) in length and 157mm (6.2 in) in depth. The VDP shall operate satisfactorily in a temperature range of -34°C to +74"C (-29°F to +165"F) and a humidity range of O%RH to 95% RH, non-condensing. The VDP shall be powered by 24 volts DC. VDP power consumption shall not exceed 10 watts. The VDP shall include an RS-232 port for serial communications with a remote computer. This port shall be a 9-pin "D" subminiature connector on the front of the VDP. The front of the VDP shall include one BNC video input connection suitable for RS170 video inputs. The video input shall include a switch-selectable 75-ohm or high impedance termination to allow camera video to be routed to other devices, as well as input to the VDP for vehicle detection. The front of the VDP shall include one BNC video output providing real time video output that can be routed to other devices.
209-5.01C(4) Video Detection Camera. The video camera shall be furnished by the VDP supplier
and shall be qualified by the supplier to ensure proper system operation. The camera shall produce useable video image of the bodies of vehicles under all roadway lighting conditions, regardless of time of day. The minimum range of scene luminance over which the camera shall produce a useable video image shall be the minimum range of night time to day time but not less than the range of 0.1 lux to 10,000 lux. The camera shall use a CCD sensing element and shall output monochrome video with resolution of not less than 380 lines vertical and 380 lines horizontal. The camera shall include an electronic shutter control based upon average scene luminance and shall be equipped with a factory adjusted manual iris.
The camera shall include a variable focal length lens with variable focus that can be adjusted, without opening the camera housing, to suit the site geometry by means of a portable interface device designed for that purpose and manufactured by the detection system supplier. The horizontal field of view shall be adjustable from 8.1" to 45.9". A single camera configuration shall be used for The camera
electronics shall include AGC to produce a satisfactory image at night.
all approaches in order to minimize setup time and spares required by the user. -
The camera shall be housed in a weather-tight sealed enclosure. The camera enclosure shall be able to rotate to allow proper alignment between the camera and the traveled road surface. The camera enclosure shall be equipped with a sun shield. The sun shield shall include a provision for water diversion to prevent water from flowing in the camerak field of view. The camera enclosure with sun shield shall be less than 170mm (6 in) in diameter, less than 380mm (15 in) long, and shall weigh less than 13.3kg (6 pounds) when the camera and lens are mounted inside the enclosure. The camera enclosure shall include a thermostatically controlled heater to assure proper operation of the lens at low temperatures and to prevent moisture condensation on the optical faceplate of the
enclosure.
When mounted outdoors in the enclosure, the camera shall operate satisfactorily in a temperature range of -34°C to +60"C (-29°F to +140"F) and a humidity range of 0% RH to 100% RH. The camera shall be powered by 120/240 VAC, 50/60 Hz. Power consumption shall be 15 watts or less
under all conditions.
Recommended camera placement height shall be 10m (33 ft) above the roadway, and over the traveled way on which vehicles are to be detected. For optimum detection, the camera should be
centered above the traveled roadway. The camera shall view approaching vehicles at a distance not to exceed 1 OOm (350 ft) for reliable detection (height:distance ration of 1O:lOO). Camera placement and field of view shall be unobstructed and as noted in the installation documentation provided by the supplier.
The camera enclosure shall be equipped with separate, weather-tight connections for power and video cables at the rear of the enclosure. These connections may also allow diagnostic testing and
module supplied by the VDP supplier. Video and power shall not be connected within the same connector. The video signal output by the camera shall be black and white in RS170 or CClR format. The video signal shall be fully isolated from the camera enclosure and power cabling.
viewing of the video signal at the camera while the camera is installed, using a lens adjustment -
Revised 4/22/02 Contract No. 3667-7 Page 96 of 121 Pages
- 209-5.01C(5) Installation Requirements. The coaxial cable to be used between the camera and the VDP in the controller cabinet shall be Belden 8281 or a 75 ohm, precision video cable with 20 gauge solid bare copper conductor (9.9 ohmslM), solid polyethylene insulating dielectric, 98% (min) tinned copper double-braided shield and black polyethylene outer covering. The signal attenuation shall not exceed 0.78 dB per 30m (100 ft) at 10 MHz. Nominal outside diameter shall be 8mm (0.304 in). The coaxial cable shall be a continuous, unbroken run from the camera to the VDP. This cable shall be suitable for installation in conduit or overhead with appropriate span wire. 75 ohm BNC plug connectors shall be used at both the camera and controller. The coaxial cable, BNC connector and crimping tool shall be approved by the supplier of the video detection system, and the manufacturer’s instructions must be followed to ensure proper connection. The power cabling shall be 16 AWG three conductor cable. The cabling shall comply with the National Electric Code, as well as local electrical codes. Cameras may acquire power from the luminaire if necessary.
The video detection system shall be installed by supplier factory certified installers and as recommended by the supplier and documented in the installation materials provided by the supplier. Proof of factory certification shall be provided.
Surface to be Painted
Temporary Railing type (K)
209-5.01C(6) Warranty. The supplier shall provide a limited two year warrant on the video detection system. See supplier’s standard warranty included in the Terms and Conditions of Sale documentation. During the warranty period, technical support shall be available from the supplier via telephone within four hours of the time a call is made by the user. This support shall be made available from factory certified personnel or factory certified installers. During the warranty period, updates to the VDP software shall be made available from the supplier without charge.
209-5.01C(7) Maintenance and Support. The supplier shall maintain an adequate inventory of parts to support maintenance and repair of the video detection system. These parts shall be made available for delivery within 30 days of placement of an acceptable order at the supplier’s current pricing and terms of sale for said parts. The supplier shall maintain an ongoing program of technical support for the video detection system. This technical support shall be available via telephone, or via personnel sent to the installation site upon placement of an acceptable order at the supplier’s current pricing and terms of sale for on site technical support services. Installation or training support shall be provided by a factory authorized representative. All product documentation shall be written in the English language.
Finish Coats Pre-reatment I Surface Primer
Preparation
Abrasive Blast Cleaning to a None Two coats white Acrylic
Roughened, Textured Appearance Emulsion Paint (I)
SECTION 210 - PAINT AND PROTECTIVE COATINGS
210-1 PAINT.
21 0-1.5 Paint Systems. Add the following to Table 21 0-1.5(A)
@ Revised 4/22/02 Contract No. 3667-7 Page 97 of 121 Pages
This paint may be tinted by using “universal” or “all purpose” concentrates. 8
210-1.6 Paint for Traffic Striping, Pavement Marking, and Curb Marking. Modify as follows:
Paint for traffic lane lines, turn pocket lines, edge lines, channelizing lines, bike lane lines, chevrons,
and curbs shall be rapid dry water borne conforming to CALTRANS Specification No. PTWB-01.
Paint for pavement legends, pavement symbols, pavement arrows, cross walks, parking stall
markings and stop bars shall be alkyd thermoplastic conforming to CALTRANS Specification No.
8010-19A. Glass beads shall be applied to the surface of the rapid dry water borne paint and the
molten thermoplastic material and shall conform to the requirements of CALTRANS Specification No.
801 0-004 (Type 11). CALTRANS Specifications for water borne paint, thermoplastic material and
glass beads may be obtained from the CALTRANS Transportation Laboratory, P.O. Box 19128,
Sacramento, CA 9581 9, telephone number (916) 227-7000.
SECTION 212 - LANDSCAPE AND IRRIGATION MATERIALS
212-1 LANDSCAPE MATERIALS.
212-1 .I Topsoil.
212-1.1.1 General. Add the following: Topsoil shall be Class “A only. The material shall satisfy
the Class “A specifications prior to arrival at the job site. Topsoil shall be rich brown in
color, and shall be imported from a commercial soil supplier. No on-site amendment to
the material to achieve Class “A” status will be permitted. Provide soil test for agricultural
suitability for approval by Resident Engineer prior to delivery. A second test will be re-
quired after placement to verify agricultural suitability and incorporation of recommended
amendments.
212-1.2 Soil Fertilizing and Conditioning Materials.
212-1.2.1 General. Add the following: Agricultural grade gypsum shall be a (CA SO4 H,O) calcium
sulfate product - minus ninety-four point three percent (-94.3%). Ninety percent (90%) shall pass a
fifty (50) mesh screen. Control of dust during application is mandatory. (Shall be similar or equal to
U.S. Gypsum, Dolmar or Bandini).
Iron Sulfate - Iron shall be expressed as metallic-derived from sulfate - (FE SO4 H,O). A minimum of
twenty percent (20%) and ninety-eight point three percent (98.3%) retained on a ten (IO) mesh
screen. Iron is required for the formation of chlorophyll in plant cells. Application in western soils
deters any iron chlorosis symptoms of plants. (Shall be similar or equal to Wilson and George
meyer, Wil-Gro).
Soil Sulpher - Soil sulpher shall be 99.5% elemental manufactured for agricultural use. Sizing on a
stacked screen shall be approximately 8 mesh 4.3%, 20 mesh 7.8%, 50 mesh 46.9%, 100 mesh
39.3%, 200 mesh 1.7%.
212-1.2.3 Commercial Fertilizer. Add the following: Pre-plant fertilizer shall be granular
commercial fertilizer 12-1 2-1 2 or approved equal.
Post-plant fertilizer shall be 14-7-3 or approved equal with Ca, Fe, Zn, and Mn and with the majority
of nitrogen in non-ammoniac form to prevent acidification of soil.
Planting tablets shall be compressed, slow-release fertilizer tablets (20-1 04, and five (5) and
twenty-one (21) gram sizes.
Revised 4/22/02 Contract No. 3667-7 Page 98 of 121 Pages
I /
212-1.2.4 Organic Soil Amendment. Add the following: Type 1 organic soil amendment shall be
derived from wood with the following properties:
It shall be a wood residual product derived from the bark of pine, white fir and red fir, cedar shavings
or redwood shavings. Amendment upon analysis contains at least one-half of one percent (0.5%) nirtogen (on a dry weight basis) with an ash content not to exceed ten percent (10%). A commercial
grade product shall be used. The product shall be free of seeds, debris and deleterious material.
Contractor shall supply Resident Engineer, or his appointed representative, with a sample of the
proposed amendment accompanied by laboratory analytical analysis from an approved laboratory
illustrating degree of compliance. Guarantee - wt./cu./yd. - 560# - 82W. Nitrogen (organic or
amoniac) one-half of one percent (0.5%) ph (less than) 6.5. Salinity (EC x 12 at 2%) = 2.5. Iron (fe)
expressed as metallic 0.01%. Density - approximately 25 Ib. Cu. Ft. Organic matters - eighty-five
percent (85%). A non-ionic wetting agent should be used. Properties: Screen analysis: % retained
on stacked screen - 1 mesh = 0.2%, 5 mesh = 36.6%, 8 mesh = 25.7%, 12 mesh = 30.7%, 32 mesh = 5.9%; remainder = 0.9%.
The organic soil amendment shall be similar or equal to Browning Ferris “Life pro”, Butler’s Mills
“Loamex” or Forest Humus.
Organic Soil enhancer shall be “Sarvon” by Butler’s Mills or approved equal.
Mulch shall be a composited blend of 100% recycled and shredded above ground tree trimmings.
Typical mulch size shall be one inch to six inches in length and shall be composed of wood, bark,
twigs and leaves. Submit two samples for approval. The material shall be free of seeds, debris,
plastic, and deleterious materials.
Shredded mulch shall be similar to or equal to AJ Ecology “Earthwise Ecomulch” or A-I Soils
“Recycled Organic Mulch”.
Add the following:
212-1.2.6 Herbicides and Pesticides. Herbicides and pesticides shall be used in their appropriate
applications with strict adherence to manufacturer’s specifications and instructions.
Post-emergent herbicide for all areas shall be Rodeo, Roundup, Diquat, Montar or approved equal.
Pre-emergent herbicide for shrub and groundcover areas (planted from flats) shall be Treflan,
Surflan, Eptan or approved equal.
212-1.4 Plants.
21 2-1.4.1 General. Add the following: Contractor shall notify Resident Engineer forty-eight (48)
hours before each plant delivery so the plants can be inspected and approved prior to planting.
Nomenclature: The scientific and common names of plants herein specified conform to the
approved names given in “A Checklist of Woody Ornamental Plants in California, Oregon, and
Washington” published by the University of California, Division of Agriculture Sciences, publication
4091 (1 979). (See list of plant materials on drawings.)
Labeling: Each group of plant materials delivered on-site shall be labeled clearly as to species and
variety. All patented plants (cultivars) required by the plant list shall be delivered with a property plant
patent attached.
Revised 4/22/02 Contract No. 3667-7 Page 99 of 121 Pages
Quality and Size: Plants shall be in accordance with the California State Department of Agriculture
regulations for nursery inspections, rules and grading. Sizes shall conform to the dimensions
indicated on the planting plan.
-
kg (% Ton)
Plant Protection Covering
Erosion Control Fence with 14 AWG - 150 mm x 150 mm (6”x6”) Wire
and 3 m (1 0’) Post Spacing
Erosion Control Fence with 1.8 m (6’) Post Spacing and No Wire
The Resident Engineer is the sole judge as to acceptability of each plant. Vigorous, healthy, well-
proportioned plants are the intent of this specification. Plants which are even moderately
“overgrown”, or are showing signs of root girdling, decline or lack of vigor, are subject to rejection.
The size of the plants will correspond with that normally expected for species and variety of
commercially available nursery stock, or as specified in the special conditions or drawings. Plants larger in size than specified may be used with the approval of the Resident Engineer, but the use of
larger plants will not cause any change in contract price. If the use of larger plants is approved, the
ball of earth and spread of roots for each plant shall be increased proportionately.
90N 9ows
2oows .
Rejection of Substitution: All plants not conforming to the requirements herein specified, shall be
considered defective, and such plants, whether in place or not, shall be marked as rejected and
immediately removed from the site and replaced with new plants by the Contractor, at contractor’s
expense.
Right to Changes: The Resident Engineer reserves the right to change the species, variety and/or
sizes of plant material to be furnished, provided that the cost of such plant changes does not exceed
the cost of plants in the original bid, and with the provision that the Contractor shall be notified, in
writing, at least thirty (30) days before the planting operation has commenced.
Add the following section:
“Biobarrier”, as manufactured by Reemay, Inc., 70 Old Hickory Boulevard, Old Hickory, TN 97138,
Phone 61 5-847-7000, or approved equal.
212-1.6 Root Barriers. Root barriers shall be no less than 30” in depth. Root barriers shall be I
SECTION 213 - ENGINEERING FABRICS
21 3-2 GEOSYNTHETICS.
213-2.1 General. Add the following: Geotextile types shall be used for the applications listed in
Table 213-2.1(A)
Table 21 3-2.1 (A)
GEOTEXTILE APPLICATIONS
_-
Revised 4/22/02 Contract No. 3667-7 Page 100 of 121 Pages
Application of Geotextile I Type Designation
I
I
Stimsonite Chip
SeaVTernporary Overlay
Marker (Models 300 and 301)
TFPM
I Fencing I
John C. Henberger Co., Traffic Safety and Control,
San Diego, California,
Telephone (619) 292-5772
DAPCO Davidson Plastics Company, 18726 East Valley Highway,
Kent, Washington 98032,
Telephone (206) 251-8140.
Add the following section:
213-3 EROSION CONTROL SPECIALTIES.
Type
Safe-Hit SH236MA
Add the following section:
213-3 Gravel bags. Gravel bags for the use of temporary erosion control shall be burlap type, filled
with no less than 23kg (50 Ibs) of 19 mm (3/4") crushed rock and securely tied closed. Plastic bags
are not acceptable.
Manufacturer of Distributor
Safe-Hit Corporation
SECTION 214 PAVEMENT MARKERS
Carsonite "SuPer Duck" SDF-436
214-5 REFLECTIVE PAVEMENT MARKERS
Telephone (41 5) 783-6550
Carsonite International Corporation
Add the following section:
214-5.1 Temporary Reflective Pavement Markers. Temporary pavement markers shown on the
plans and required in the specifications shall be one of the types shown in Table 214-5.1(A), or equal
thereto.
TABLE 214-5,1(A)
TEMPORARY REFLECTIVE PAVEMENT MARKERS
Type Manufacturer of Distributor I
Add the following section:
214-5.2 Permanent Reflective Channelizer. Reflective Channelizer shall be new surface-mounted
type and shall be furnished, placed, and maintained at the locations shown on the plans. Reflective
channelizer posts shall be orange in color. Reflective channelizers shall have affixed white reflective
sheeting as specified in the special provisions. The reflective sheeting shall be 75 mm x 300 mrn in
size. The reflective sheeting shall be visible at 300 m at night under illumination of legal high beam
headlights, by persons with vision of or corrected to 20/20. Reflective channelizer shall be one of the
types shown in Table 214-5.2(A), or equal thereto.
TABLE 214-5.2IA)
1930 West Winton Avenue, Building #I 1 I Hayward, CA 94545
2900LockheedWay
Carson City, NV 89701
Telephone (702) 883-5104
Revised 4/22/02 Contract No. 3667-7 Page 101 of 121 Pages
Rep0 “The Replaceable Post”
The Contractor shall provide the Engineer with a Certificate of Compliance in accordance with the
provisions of Section 2-5.3.3 “Submittals”. Said certificate shall certify that the permanent reflective
channelizers comply with the plans and specifications and conform to the prequalified design and
material requirements approved by the engineer and were manufactured in accordance with the
approved quality control program.
Western Highway Products
P.O. Box 7
Stanton, CA 90680
Telephone (800) 422-4420
Revised 4/22/02 Contract No. 3667-7 Page 102 of 121 Pages
SUPPLEMENTAL PROVISIONS
TO
STANDARD SPECIFICATIONS FOR PUBLIC WORKS
CONSTRUCTION
PART 3, CONSTRUCTION METHODS
SECTION 300 - EARTHWORK
300-1 CLEARING AND GRUBBING.
300-1 .I General. add the following to the third paragraph: During surface clearing operations, the
Contractor shall not cover or bury any plant growth or other objectionable materials. If the Contractor
cannot successfully separate the plant growth from the surface soil and advertently or inadvertently
mixes organic or other objectionable materials with the soil, the soil so contaminated shall be
removed from the site by the Contractor. All costs, if any, associated with removing the soil mixed
with organic or other objectionable materials and importing soil to replace said contaminated soil
shall be borne by the Contractor and no additional payment therefor shall be made to the Contractor.
300-1.4
grubbing. Clearing and grubbing shall be considered incidental to the work.
Payment. modify as follows: No separate payment shall be made for clearing and
300-2 UNCLASSIFIED EXCAVATION.
300-2.9 Payment. substitute the following:
for as incidental to the various items of work and no additional payment will be made therefore.
Payment for all unclassified excavation shall be paid
SECTION 301 -TREATED SOIL, SUBGRADE PREPARATION AND
PLACEMENT OF BASE MATERIALS
301-1 SUBGRADE PREPARATION.
301 -1.2 Preparation of Subgrade. Modify the second and third paragraphs as follows: Change
each instance reading “150mm (6 inches)” to “300 mm (12’7”.
301-1.3 Delete the first paragraph and substitute the following: The
Contractor shall compact the upper 300 mm (12”) of subgrade beneath areas to be paved, have
base or subbase material placed on them, or curb, gutter, curb and gutter, alley pavement, driveway
or sidewalk constructed over them to no less than 95 percent maximum dry density as determined by
ASTM test D-I 557-91.
Relative Compaction.
301-1.7 Payment. Modify the first paragraph as follows: Payment for subgrade preparation shall be
included in the contract bid price for which the subgrade is prepared and shall include all labor,
materials; including water, operations and equipment to scarify, adjust moisture, compact or recompact the subgrade, both in cut areas and in fill areas, and no further compensation will be
allowed.
@ Revised 4122102 Contract No. 3667-7 Page 103 of 121 Pages
SECTION 302 - ROADWAY SURFACING
302-5 ASPHALT CONCRETE PAVEMENT.
302-5.1 General. add the following: The Contractor shall treat all vegetation within the limits of the
paved area to receive asphalt concrete paving with a post emergent herbicide. Herbicide shall be
applied at least 2 (two) working days prior to paving the area. Allowance for the two day period shall
be shown in the schedule required per section 6-1.
302-5.2.5 ‘Pavement Transitions. add the following: The Contractor shall ramp the approaches and
termini to all structures and vertical joints in the cold-milled area which are transverse to through
traffic with temporary asphalt concrete pavement as specified in section 306-1 5.1. Ramps shall be
constructed the same day as cold milling and removed the same day as permanent paving. Ramp
dimensions and compaction shall be as approved by the Engineer.
302-5.4 Tack Coat. add the following: The Contractor shall place a tack coat between the
successive interfaces of existing pavement and new pavement.
302-5.5 Distribution and Spreading. modify as follows: After second sentence of sixth paragraph,
add: The Contractor shall provide the spreading and finishing machine used to construct the asphalt
concrete surface course with an automatic screed control for surface course paving. The automatic
screed control shall be 9 m (30’) minimum length. The paving machine shall be operated by an
operator and two full-time screed men during all paving. The Contractor shall provide an on-site
backup paving during all paving operations. A backup asphalt windrow pickup machine (ASPWP) will
be required at all times when a ASPWP is used. Additionally, a front end loader will be required during
all ASPWP paving. The surface course shall be 50 mm (2”) thick. Leveling courses will be required in
a variable thickness pavement section.
302-5.6.1 General. modify as follows: Second paragraph, Part (2), add: Pinched joint rolling
procedures shall be required, and vibratory rollers shall be limited to breakdown, unless otherwise
directed by the Engineer.
modify as follows: After last paragraph, add: Unless directed otherwise by the Engineer, the initial
breakdown rolling shall be followed by a pneumatic-tired roller as described in this section.
302-5.9 Measurement and Payment. add the following: Payment for asphalt concrete shall be at
the unit price bid per ton. No additional payment shall be made for any tack coat.
Add the following section:
302-1 1 ASPHALT PAVEMENT REPAIRS AND REMEDIATION
Add the following section.
302-11.1 General. Asphalt pavement Repairs and Remediation shall consist of the repair and
restoration of existing asphalt pavement. Repair of asphalt pavement shall consist of the saw cutting,
removal %and disposal of existing asphalt pavement in conformance with section 300-1.3, compaction
of existing subgrade in conformance with section 301-1, grading and compaction of base material in
confonnance with section 301-2, application of grade SS-1 h emulsified asphalt and the placement of
asphalt concrete base and wearing courses as specified herein
Add the following section.
302-11.2 Full Depth Asphalt Concrete Patch. Full depth asphalt concrete patch shall consist of
removing asphalt concrete and/or aggregate basekubgrade to 1 ’ below existing asphalt surface and
placing replacing the material so removed with asphalt concrete. The area shown on the plans or set
@ Revised 4/22/02 Contract No. 3667-7 Page 104 of I21 Pages
-. forth in the bid item are for estimating purposes only, final quantity will be as measured in the field.
The Engineer will designate and mark the final limits of the asphalt patch area by outlining the area
to be patched. The Contractor shall cut such areas to straight lines in square or rectangular areas as
marked. The area so cut shall have two of the sides at right angles to the direction of traffic. The
excavated faces of the basekubgrade shall be straight and vertical. The Contractor shall compact
the upper 300mm (1’) of subgrade to 95% relative compaction. A tack coat of SS-lh emulsified
asphalt shall be applied uniformly to all asphalt to asphalt contact surfaces at a rate of 0.25 Um2 to
0.45 Um2 (0.05 to 0.lOgallons per square yard) in accordance with subsection 302-5.4, SSPWC.
The Contractor shall fill and compact areas designated to be removed with 300 mm (1.0’) full depth
asphalt concrete. Asphalt concrete for full depth asphalt concrete patch shall be B-AR-4000. The
asphalt concrete so constructed shall have a finish surface and density conforming to subsection
302-5.6.2 SSPWC.
Add the following section.
302-11.3 Crack Sealing The Contractor shall wash, blow out and thoroughly dry all cracks
designated to be sealed before installing elastomeric sealant material. The Contractor shall dispose
debris from crack cleaning outside the public way in accordance with Section 7-8.1, “Cleanup and
Dust Control.” The hot-melt rubberized asphalt shall be melted in a jacketed, double boiler type
melting unit. Temperature of the heat transfer medium shall not exceed 245°C (475°F). Application
of the hot-melt sealant shall be made with a pressure feed applicator or pour pot. Sealant shall be
applied when the pavement surface temperature is greater than 4°C (40°F). Containers of hot-melt
sealant shall be delivered to the job-site in unopened containers that are clearly marked with data
showing the manufacturer’s name, the product designation and the manufacturer’s batch number
and lot numbers. The level of the sealant shall be flush with the surface of the existing pavement.
All excess sealant shall be removed from the crack with a minimum overlap onto adjacent pavement.
Add the following section.
302-1 1.4. Measurement and Payment. Quantities of full depth asphalt concrete patch and crack
sealing set forth in the bid item are for estimating purposes only, final quantity will be as designated
and measured in the field. The Engineer will designate and mark the limits of the Full depth asphalt
concrete patch and crack sealant application areas. Payment for emulsion-aggregate slurry
treatments shall include post emergent herbicide treatment of the areas to receive for emulsion-
aggregate slurry treatment. Full compensation for conforming to the requirements of constructing full
depth asphalt concrete patch shall include but not be limited to: furnishing all labor, tools, equipment,
and materials necessary for doing the work including, but not be limited to, saw cutting and removing
300 mm (1’) thick section of existing asphalt concrete, aggregate basekubbase and basement soil
as designated by the engineer, placement of asphalt concrete, compaction of subbase and asphalt
concrete, placement of SS-1 h asphalt emulsion and all other work incidental to full depth asphalt
concrete patch shall be considered as included in the contract unit price bid for full depth asphalt
concrete patch and no additional compensation will be allowed therefor. Full compensation for
conforming to the requirements of crack sealing shall include but not be limited to, furnishing all
labor, materials, tools, equipment, and incidentals necessary to do the work. Crack cleaning,
roadway clean up, application of sealant, removal of excess sealant and all other work incidental to
crack sealing shall be considered as included in the contract unit price bid and no additional
compensation will be allowed therefor.
SECTION 303 CONCRETE AND MASONRY CONSTRUCTION
303-1 CONCRETE STRUCTURES
303-1.6.2 Falsework Design. add the following: The Contractor shall provide all temporary bracing
necessary to withstand all imposed loads during erection, construction, and removal of any
falsework. The Contractor shall provide falsework drawings and calculations prepared by a
a Revised 4/22/02 Contract No. 3667-7 Page 105 of 121 Pages
registered professional engineer, civil or structural, that show provisions for resolution of all loads
that may be imposed upon the falsework. Such plans and calculations shall include:
1. Resolution of all live, dead, wind, construction and impact loads that may be imposed on the
2. Temporary bracing or methods to be used during each phase of erection and removal of the
3. Concrete placement sequence.
4. Erection and removal sequence.
5. Deflection values for the falsework that include recommended methods to compensate for
-
falsework.
falsework.
falsework deflections, vertical alignment, and anticipated falsework deflection.
Type of underground facilities
Water Service Lateral
303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY INTERSECTIONS,
ACCESS RAMPS, AND DRIVEWAYS.
Marking
W
303-5.5.2 Curb. add the following: The Contractor shall stamp the curb face with 75 mm (3”) high
block letters directly above the point that it is crossed by underground facilities with the marking
specified in Table 303-5.5.2(A)
Sewer Service Lateral
Irrigation Water Lateral or Sleeve
Street Light or Traffic Signal Pull Box
S
RW
303-5.9 Measurement and Payment. add the following: Curb and gutter, and curb, shall be
considered as continuing across driveways and access ramps when constructed adjacent thereto.
Neither curb and gutter nor curb will be paid for across the length of local depressions, except that
which occurs in gutter transitions at each side of an inlet.
Add the following:
303-6 STAMPED CONCRETE (MEDIAN CONCRETE PAVING).
303-6.6 Random Stone Texture with Heavy Sandblast Finish to Expose Aggregate. Concrete
shall be 560-C-3250. Use color application method “B” (integral color). Color shall be per Section
201-1.2.4(a). The pattern shall be Bomacron “Random Slate” pattern or approved equal. The
pattern shall be defined by clearly demarcated joints and detailed surface texture to simulate random
stone paving. Concrete shall have a heavy sandblast finish to expose the aggregate within the
concrete. Stamp Pattern shall match the existing concrete paving along Alga Road.
Prepare a 4x4 foot sample panel of pattern, color and finish including heavy sandblast finish for the
approval of the Project Resident Engineer. Allow the sample to cure a minimum of 14 days prior to
color review. An acceptable sample shall be approved prior to construction of the finished work.
Add the following: -
303-6.7 Payment for colored, stamped concrete paving with
random stone pattern and heavy sandblast finish to expose aggregate shall be paid under the
contract unit price bid per square foot for median concrete paving. Said payment shall include
Measurement and Payment.
@ Revised 4/22/02 Contract No. 3667-7 Page 106 of 121 Pages
compensation for all excavation, grading, backfill, permeable material, forming, reinforcing steel,
concrete, integral color, texture sealers, and other material necessary to construct the specific
paving.
SECTION 306 - UNDERGROUND CONDUIT CONSTRUCTION
306-1 OPEN TRENCH OPERATIONS
Add the following section:
306-1.1.7 Steel Plate Bridging - With a Non-Skid Surface. This section covers the use of steel
plate bridging. The Contractor shall not employ the use or use steel plate bridging or trench plate
that does not meet the requirements of this section both in application and circumstance of use.
Add the following section: -
306-1 .I .7.1 Requirements for Use. Alternate construction methods that avoid the use of steel
plate bridging shall be used by the Contractor unless otherwise approved by the Engineer.
It is recognized that to accommodate excavation work, steel plate bridging may be necessary. All
conditions for use of steel plate bridging set forth in the following requirements must be fulfilled as
conditions of approval of the use of steel plate bridging. Consideration of steel plate bridging in the
review process will take into account the following factors:
1. Traffic volume and composition.
2. Duration of use of the steel plate bridging.
3. size of the proposed excavation.
3. Weather conditions.
The following formula shall be used to score the permitted use of steel plate bridging:
PS = [ ADT + EWL + DAYS + 10 X WEEKEND + 5 X NIGHTS + 20 X WEATHER + SPEED Ikrnh) + SLOPE X 1001 X LANES
PS = [ ADT + EWL + DAYS + 10 X WEEKEND + 5 X NIGHTS + 20 X WEATHER + SPEED ImDh) + SLOPE X 1001 X LANES
1000 8
1000 5
where:
PS
ADT
EWL DAYS -
- - - - - - -
WEEKEND =
NIGHTS =
WEATHER =
- SPEED -
- SLOPE -
- LANES -
plate score.
average daily traffic as defined in the CALTRANS Traffic Manual.
equivalent wheel loads as defined in the CALTRANS Traffic Manual.
total number of 24 hour periods during which the plates will be utilized at the site
being considered.
total number of Saturdays, Sundays and holidays that the plates will be utilized
at the site being considered.
total number of overnight periods that the plates will be in place, exclusive of
Saturday, Sunday and holiday nights.
total number of 24-hour periods that the plates will be utilized at the site being
considered when the possibility of rain exceeds 40 percent.
the design speed in kilometers per hour or miles per hour, as applicable in the
formulae above, of the street where the plates are to be installed. This number
shall not be reduced for construction zone speed reductions.
the quotient of the vertical differential divided by the horizontal distance. The
vertical and horizontal dimensions shall be measured at the locations spanning a
distance of 15 m (50’) up and downstream of the position of the proposed steel
plate bridging.
the number of lanes where plates will be used.
Revised 4/22/02 Contract No. 3667-7 Page 107 of 121 Pages
When the computed value of the plate score exceeds 50, steel plate bridging shall not be used
unless, and at the sole discretion of the Engineer, the Engineer determines that no alternative
method of construction is possible in lieu of using steel plate bridging or that other overriding
considerations make the use of steel plate bridging acceptable. Alternatives considered to bridging
shall include, but not be limited to, detouring traffic, construction detour routes, tunneling, boring and
other methods of trenchless construction. Unless specifically noted in the provisions of the
Engineer‘s approval, the use of steel plate bridging at each location so approved shall not exceed
four (4) consecutive working days in any given week.
Add the following section:
306-1.1.7.2 Additional Requirements. In all cases when the depth of the trench exceeds the
width of the steel plate bridging resting on each side of the pavement adjacent to the trench, safety
regulations require or the Engineer determines that shoring is necessary to protect the health or
safety of workers or the public the Contractor shall install shoring conforming to Section 7-10.4.1 of
the Standard Specifications. The trench shoring shall be designed and installed to support the steel
plate bridging and traffic loads. All approvals for design, substitution of materials or methods shall be
submitted by the Contractor in accordance with all provisions of section 2-5.3 Shop Drawings and
Submittals. The Contractor shall backfill and resurface excavations in accordance with section 306-
1.5.
Add the following section:
306-1 .I .7.3 Installation. When backfilling operations of an excavation in the traveled way,
whether transverse or longitudinal cannot be properly completed within a work day, steel plate
bridging with a non-skid surface and shoring may be required to preserve unobstructed traffic flow.
In such cases, the following conditions shall apply: a) Steel plate bridging when the plate score exceeds 50 is not allowed except when, at the
b) Steel plates used for bridging must extend a minimum of 610 mm (2’) beyond the edges of
c) Steel plate bridging shall be installed to operate with minimum noise.
sole discretion of the Engineer, it is approved as specified hereinbefore.
the trench.
When the use of steel plate bridging and shoring is approved by the Engineer, the Contractor shall
install using either Method (1) or (2) depending on the design speed of the portion of street where the
steel plate bridging is proposed for use.
Method 1 [For speeds more than 70 Km/hr (45 MPH)]: The pavement shall be cold planed to a
depth equal to the thickness of the plate and to a width and length equal to the dimensions of the
plate. The cold milling shall produce a flat surface that the plate shall rest on with no horizontal or
vertical movement. Horizontal gaps between the unmilled pavement and the plate shall not exceed
25 mm (1”) and shall be filled with elastomeric sealant material which may, at the contractor’s option,
be mixed with no more that 50%, by volume, of Type I aggregate conforming to the requirements of
tables 203-5.2(B) and 203-5.3(A) .
Method 2 [For speeds 70 Km/hr (45 MPH) or less]: Approach plate(s) and ending plate (if
longitudinal placement) shall be attached to the roadway and shall be secured against displacement
by using two adjustable cleats that are no less than 50 mm (2”) shorter than the width of the trench
bolted to the underside of each plate and located within 150 mm (6”) of the beginning and end of the
trench for plates at the beginning and end of the trench, a minimum of two 300 mm long by 19 mm
diameter (12’’ x W) steel bolts placed through the plate and driven into holes drilled 300 mm (12)
into the pavement section, or other devices approved by the Engineer. Subsequent plates shall be
butted to each other. Fine graded asphalt concrete shall be compacted to form ramps, maximum
slope 8.5% with a minimum 300 mm (12”) taper to cover all edges of the steel plates. When steel
plates are removed, the dowel holes in the pavement section shall be completely filled with
Revised 4/22/02 Contract No. 3667-7 Page 108 of 121 Pages
elastomeric sealant material. At the Contractor’s option, the methods required for Method 1 may be
used. If the Contractor so elects, all requirements of Method 1 shall be used. The Contractor shall
maintain the steel plates, shoring, and asphalt concrete ramps and maintain and restore the street
surface during and after their use.
-
Maximum Trench Width (I)
0.3 m (IO”)
0.6 m (23”)
0.8 m (31”)
1.0 m (41”)
1.6 m (63”)
Minimum Plate Thickness
13 mm (I/;)
19 mm (3/4)1)
22mm (7/<)
25 mm (1”)
32 mm (1 %”)
Steel plate bridging shall be steel plate designed to support the HS20-44 truck loading per
CALTRANS Bridge Design Specifications Manual. The Contractor shall maintain a non-skid surface
on the steel plate with no less than a coefficient of friction of 0.35 as determined by California Test
Method 342. If a different test method is used, the Contractor may utilize standard test plates with
known coefficients of friction available from the CALTRANS District 11 Materials Engineer to
correlate skid resistance results to California Test Method 342. In addition to all other required
construction signing, the Contractor shall install Rough Road (W33) sign with black lettering on an
orange background in advance of steel plate bridging.
Add the following section:
306-1 .I .7.5 Measurement and Payment. Steel plate bridge materials including, but not limited to:
steel plates, anchoring devices, cold milling, elastomeric sealant material, asphalt ramping and
padding, signage, placing, installation, removal, relocation, preparation and processing of shop
drawings and submittals to support the use of steel plate bridging and all other materials, labor,
supervision, overhead of any type or description will be paid for as an incidental to the work that the
bridging is installed to facilitate. No separate payment for steel plate bridging’will be made. No
extension to contract time will be allowed for, or because of, the use of steel plate bridging.
306-1.5 Trench Resurfacing.
306-1 S.1 Temporary Resurfacing. Delete the fourth and fifth paragraphs and substitute the
following: Temporary bituminous resurfacing materials which are placed by the Contractor are for its
convenience and shall be at no cost to the Agency. Temporary bituminous resurfacing materials shall
be used in lieu of permanent resurfacing only when approved by the Engineer. When temporary
bituminous resurfacing materials are used in lieu of permanent resurfacing it shall be removed and
replaced with permanent resurfacing within 7 days of placement. No additional payment will be
made for temporary bituminous resurfacing materials. The price bid for the associated conduit or
structure shall include full compensation for furnishing, placing, maintaining, removing, and disposing
of such temporary resurfacing materials.
306-1.5.2 Permanent Resurfacing. Add the following: Except as provided in section 306-1 5.1,
@ Revised 4/22/02 Contract No. 3667-7 Page 109 of 121 Pages
“Temporary Resurfacing,” the Contractor shall perform permanent trench resurfacing within 24 hours
after the completion of backfill and densification of backfill and aggregate base materials.
-
306-5 ABANDONMENT OF CONDUITS AND STRUCTURES. Add the following: Unless otherwise
noted on plans, the Contractor shall remove all existing abandoned pipelines and conduits of any
type, or use, and pipelines and conduits of any type, or use, that are abandoned during the course of
the work and shall replace said pipelines and conduits with properly compacted soils. Payment for
removal and disposal of abandoned utilities shall be included in the lump-sum bid for Clearing and
Grubbing, and no additional payment will be made.
Add the following Section: SECTION 308 - LANDSCAPE AND IRRIGATION INSTALLATION
308-1 GENERAL
During installation, Contractor shall observe safe practices in accordance with the City of San Diego
Standard Specifications, and all appropriate federal, state, and local laws concerning safe job
practices.
308-2 EARTHWORK AND TOPSOIL PLACEMENT
308-2.3.1 General. Weed eradication for entire Project site: Before planting installation, the
Contractor shall irrigate the entire Project site six (6) times over fourteen (14) days to germinate
existing weed seeds. Allow weed seeds to grow until they reach a maximum height of two to three
and instructions.
inches (2 - 3”). A post-emergent herbicide shall then be applied per manufacturer’s specifications -
Weed eradication for shrub areas and groundcover areas (planted from flats). Three (3) to four (4)
days after these plants have been installed, the Contractor shall apply the pre-emergent herbicide
per manufacturer’s specifications and instructions.
Percolation Tests: Prior to installing plants, the Contractor shall perform a minimum of four (4)
percolation tests in representative areas of the site to verify acceptable natural drainage for planting
pits. Tests shall be performed as follows:
Dig a pit two feet (2’) by two fee t(2’) by exactly twenty-four inches (24”) deep.
Fill with water to top and cover with plywood and barricade to protect pedestrians.
Make daily observation noting the depth of water each day.
Report to the Resident Engineer the length of time that the water takes to drain completely from each
hole. If water drains from hole within one day, refill with water. Based on this test, the Resident
Engineer will confer with the Project Landscape Architect and will make a determination of whether
additional drainage measures will be required for boxed size tree plantings.
No plants shall be installed until percolation tests have been observed by the Resident Engineer and
a determination made that no further drainage measures are required. - Amend the following:
308-2.3.2 Fertilizing and Conditioning Procedures. (Second Paragraph, first sentence AMEND
to read): Soil amendment materials shall be uniformly spread at the prescribed rate.
@ Revised 4/22/02 Contract No. 3667-7 Page 110 of 121 Pages
Third paragraph, first sentence, AMEND to read: After spreading, cultivate the following soil
amendments into the upper six inches (6”) of soil by suitable equipment operated in at least two (2)
directions, approximately at right angles. In small planters the same results are to be achieved using
hand tilling methods.
-
Add the following:
Once rough grading has been accomplished, a minimum of four (4) soil samples from different
representative areas of the site at locations designated by the Resident Engineer shall be taken and
a soil analysis performed to determine nutrient and mineral content, compositional characteristics,
pH, EC, micronutrients permeability, and existence of poxxible toxic elements. Soil test shall be
conducted by a reputable agricultural soils laboratory with full testing service capability, approved by
the Resident Engineer. Analysis shall include generic recommendations for amending or correcting
soil conditions using soil amendments.
Results of soil analysis shall be received by Resident Engineer thrity (30) days prior to amending of
soil and ordering amendments.
Based on the soils test results, the quantity or type of amendments may be modified by the Resident
Engineer within fourteen (14) days of receipt of analysis.
Grub and clean all planting areas, removing all weeks, debris and rocks from the site. All planting
areas shall be thoroughly tilled and loosened to a depth of twelve inches (12) by approved method.
Do not till near existing trees if roots are encountered.
All areas where existing soils are replaced with imported topsoil shall be backfilled and settled using
applications of water to moisten soil and establish a stable finish grade. Areas which subside, and all
depressions or irrigulatities shall be repaired, settled and grade re-established.
After all planting areas meet the finish grades per grading plan, the following rates of soil conditioning
and amendment materials (or as modified by the Soils Report) shall be evenly spread over all
planting areas and worked into the soil:
Soil amendments for all planting areas under 3:l in steepness:
Soil Conditioner
Gypsum
Iron Sulfate
Soil Sulphur
Pre-Plant Fertilizer
4 C.U. yds./l,OOO sq. ft.
120 Ibs./l,OOO sq. ft.
10 Ibs./l ,000 sq. ft.
10 Ibs./l ,000 sq. ft.
25 Ibs./l,OOO sq. ft.
Amendments shall be thoroughly tilled and intimately blended into the existing soils in all planting
areas to a depth of twelve inches (1 2”) by approved methods.
Soil amendments for sloped planting areas 3:l or greater in steepness:
Gypsum
Iron Sulfate
Soil Sulphur
After leaching, apply:
10-1 0-1 0 Fertilizer
120 Ibs./l,OOO sq. ft.
10 lb./7,000 sq. ft.
10 IbA ,000 sq. ft.
25 IbJI ,000 sq. ft.
Amendments shall be raked into soil surface without disturbing the compaction of the slope.
Revised 4/22/02 Contract No. 3667-7 Page 111 of 121 Pages
Soil amendments, as specified, are for bidding purposes only. Actual types and quantities may be
altered based on soil analysis (provided by Contractor) after rough grading.
-
In addition, after amending soil per A and B above, all planting areas shall be sprayed with “Sarvon”
at the rate of 6 gallons/acre (or 1 qt./2,000 sq. ft.) immediately prior to leaching.
Deep Water Leaching:
After complete installation and testing of the irrigation system and tilling soil amendments, all on-
grade areas shall be deep water leached, compacted and settled by repeated application of irrigation
water until the soil has received a minimum of 12” of water, and has been thoroughly moistened to a
depth of 24”.
Prior to leaching, apply “Sarvon” soil enhancer as described above, per manufacturer’s instructions.
After leaching operation, 4 soil samples shall be
direction and given to the soil laboratory for testing.
EC - maximum 3.00
PH - Maximum 7.50
Minimum 6.0
Tree and Shrub Backfill:
taken by Contractor per Landscape Architect’s
Soil test shall meet the following requirements:
Tree and shrub backfill mixture shall be sixty-seven percent (67%) site soil free of rocks and debris,
over one inch (1”) die, and thirty-three percent (33%) Type 1 organic soils amendment and ten (IO)
Ibs./cu. yd. Gypsum - 6 Ibs./cu. yd. 12-12-12 fertilizer. After backfiling planting hole, apply a mixture
of two (2) tablespoons of “Sarvon” in five (5) gallons of water to each tree and shrub.
Post Planting Ferfilizer:
The contractor shall apply post-plant 14-7-3 fertilizer at the rate of twenty pounds (20 Ibs.) per 1,000
sq. ft., thirty (30) days after planting and once again at the end of the post-construction maintenance
period.
Add the following:
308-4 PLANTING
308-4.1 General. The Contractor shall be responsible for managing the site and performing
planting, maintenance and corrective measures to the best advantage of the plant material to
promote healthy growth, establishment and success of the plantings. This shall include providing for
drainage, irrigation, repair of damaged features, correction of deleterious conditions, maintaining a
proper soil moisture level, weeding, fertilization, protection, temporary measures to promote
establishment and other reasonable maintenance and construction efforts needed to provide for the
successful establishment of the plant materials during the entire contract period.
The Contractor shall not install planting as shown in the plans when it is obvious in the field that
conditions exist which are detrimental to plant survival and growth. Such conditions shall be brought
to the attention of the Resident Engineer. The successful establishment of the plantings during the
entire contract period is the Contractor’s responsibility.
The irrigation system shall be installed, pressure tested, coverage tested and operational prior to
planting, with the exception of large specimen planting that must be planted prior to other operations
as approved by the Resident Engineer.
-
Actual planting shall be performed during those periods when weather and soils conditions are
a Revised 4/22/02 Contract No. 3667-7 Page 112 of 121 Pages
.- suitable and in accordance with locally accepted horticultural practice, as approved by the Resident
engineer. No planting shall be done in any area until it has been satisfactorily prepared in
accordance with these Specifications. Soil moisture level prior to planting shall be no less than
seventy-five percent (75%) of field capacity. The determination of adequate soil moisture for
planting shall be the sole judgement of the Resident Engineer and his decision shall be final. The
Contractor shall obtain approval from the Resident Engineer of planting pits before planting
operations shall begin. If the soil moisture level is found to be insufficient for planting, all planting pits
shall be filled with water and allowed to drain before starting planting operations. No more plants
shall be distributed in the planting area on any day than can be planted and watered on that day. All
plants shall be planted and watered as herein specified immediately after the removal from the
containers. Containers shall not be cut prior to placing the plants in the planting area.
Planting shall not be performed if plant pits contain standing water, or it pits are over saturated to a
condition which may result in an unhealthful condition for the plant. It is the Contractor’s
responsibility to provide a suitable growing condition for the plant material and to maintain that
condition throughout the entire contract period.
If requested by the Contractor, the Resident Engineer, and/or designated representative, will visit the
nursery from which trees are procured to inspect the trees prior to delivery to the site. The
Contractor shall reimburse the City for all time spent driving to and from the nursery and inspecting
the trees at an hourly rate of $80/hour or fraction of hour.
It is in the Contractor’s interest to have the Resident engineer (or designated representative) visit the
nursery and inspect the Contractor’s selected trees prior to delivery to the site. This may prevent
extra shipping expenses to the Contractor for trees delivered to the site, but subsequently rejected by
the Resident Engineer. This does not preclude the Resident Engineer from rejecting any trees
delivered to the site which, upon inspection at the site, do not meet the criteria for acceptance as
previously outlined.
After approval and transportation, and upon arrival at the construction site, the City’s Landscape
Inspector will inspect the plants for any damage that may have incurred in transit. Plants that have
been damaged in transit may be rejected at no cost to the City in accordance with the Project Special
Technical Provisions, Section 212-1.4.1.
Bid Item unit price for trees and unit price for shrubs shall include all items incidental to shrub
planting including excavation, backfill, soil amendments, fertilizer tablets, and all other items not
included in other bid items to sustain healthy growing conditions for the trees and shrubs throughout
the contract period.
308-4.2 Protection and Storage.
Add the following: The Contractor’s on-site plant storage area shall be approved by the Resident Engineer prior to the
delivery of any plant materials. Plants determined by the Resident Engineer to be wilted, broker or
otherwise damaged, shall be rejected at any time during the Project, whether in the ground or not.
All plants shall be handled by their containers. Any plant that has been handled by its trunk or stem
shall be rejected. All rejected plants shall be removed from the site immediately.
Add the following:
308-4.2.1 Existing Tree, Shrub and Ground Cover Protection. The work is to be performed in
areas of existing planting and irrigation. The Contractor shall take precautions to minimize the
disturbance to adjacent planted areas and is required to replace in kind any irrigation or planting
disturbed by the work.
@ Revised 4/22/02 Contract No. 3667-7 Page 11 3 of 121 Pages
Identify and protect from damage all individual plant and areas of planting to remain by appropriate
means. The Contractor shall provide equivalent size replacement plants in the event that the death
or decline of existing plants to remain is attributable to the Contractor’s negligence or lack of
protection as determined by the Resident Engineer.
All plants to remain on-site shall be watered and irrigated as necessary during the entire construction
contract to provide for the health of the plant. Any plants required to be removed, boxed and set
asied for future installation shall be watered, and maintained by the Contractor in a healthy condition
until replanted or until the end of the maintenance period.
The pruning and trimming of the limbs and roots of plant materials to remain within the project scope
shall be done by tradesmen experienced in this type of work. The removal of any limbs, branches,
and roots shall be done only after conferring with the Resident Engineer and Landscape Advisor.
308-4.2.2 Excavation Adjacent to Existing Tree, Shrub and Groundcover to Remain.
Trenching within the drip line of trees and shrubs shall be avoided. It is the intent of the plans that
the Contractor provide an alternate routing of trenching to avoid cutting through roots of existing
trees.
Where it is necessary to excavate in close proximity to existing trees and shrubs, all possible caution
shall be exercised to avoid injury to roots and trunks. In the event it is necessary to cut the roots of
an existing tree, the tree shall be pruned prior to excavation to reduce the foliage volume by the
same percentage as the approximate percentage of roots removed. Pruning of trees on private property shall not be done without written permission of the property owner. \ -
Excavation within the drip line of the tree shall be done by hand, tunneling under roots 1” in diameter
and larger, and shall be done only on the approval of the Resident Engineer and Landscape Advisor.
The exposed roots of trees shall be covered and shaded by moist burlap or canvas until the trench
is backfilled. Within 24 hours of the cut, the Contractor shall paint the exposed end of the cut roots
with an appropriate root pruning sealant.
308-4.5 Tree and Shrub Planting.
Add the following:
308-4.5.1 General. Fertilizer planting tables [twenty-one (21) gram size], shall be placed with each
plant at the following rates:
One (1) tablet per one (1) gallon container;
Two (2) tablets per five (5) gallon container;
Four (4) tablets per fifteen (1 5) gallon container;
One (1) tablet per each two inches (2”) of box size container.
All plants which settle deeper than specified shall be raised to correct level or replaced as directed by
the Resident Engineer.
Pruning shall be limited to the minimum necessary to remove injured twigs and branches, and to
compensate for loss of roots during transplanting, but never to exceed one-tenth (1110) of the
branching structure. Pruning may be done only with the approval of, and in the presence of, the
Resident Engineer. -
Revised 4/22/02 Contract No. 3667-7 Page 114 of 121 Pages
Add the following section:
308-4.1 0 Root Barriers.
3084.1 0.1 General. Root barrier installation shall be inspected before being covered. Root barriers
shall conform to Section 212-1.6, Root Barriers. The Contractor shall install root barriers continuously
along back of curb or sidewalk as directed by the Engineer. The top of the 30” tall root barrier shall
be 1” below the finish grade of the parkway areas. Install so as to eliminate any breaks in the barrier
by providing at least 150 mm (6”) of overlap at splices or damaged areas. Splices and repair patches
shall be stitched to the root barrier material by a running stitch of no less than 6 stitches per 25 mm
(1 ”).
308-4.10.2Measurement & Payment. Payment for root barriers shall be at the contract unit price
per linear foot.
308-6 MAINTENANCE AND PLANT ESTABLISHMENT
A construction maintenance period shall be included as part of the scope of work for this Project and
shall not begin until all items in the contract are complete, constructed and in place. The effective
date of the start of the construction maintenance period shall be established by the Engineer.
The construction maintenance period shall last ninety (90) calendar days, or until final acceptance as
determined by the Engineer and shall not be included in the time of working days, per Section 6-7.
The Contractor shall provide complete landscape maintenance of all planting areas. The work shall
include, but not be limited to, watering, litter control, weed control, stake repair, cultivating, repair of
irrigation systems, control of diseases and pests, and control and repair of soil erosion.
All bark-mulched areas and planted areas, shall be treated with an approved granular pre-emergent
herbicide according to manufacturer‘s specifications at the beginning of the post-construction
maintenance period and, if the product specifies, additional scheduled treatments on a regular
schedule, as required through the post-construction maintenance period. Verify appropriate product
use on newly planted groundcovers.
At the direction of the Engineer, the Contractor shall control weeds, disease, and pest infestations in
the planting areas. Engineer shall approve all methods and materials for such control. Upon
approval, the Contractor shall implement the control measures exercising extreme caution in using
pesticides and taking all steps to insure the safety of the public. Only licensed personnel will be
permitted to perform toxic spraying.
During the plant establishment period, the Contractor shall furnish sufficient personnel and
equipment on a daily or weekly basis to perform the work required by this section. Any day when the
Contractor fails to adequately carry out specified maintenance work, as determined necessary by the
Resident Engineer, the day will not be credited as one of the plant establishment days. All planting
areas which are damaged by construction shall be repaired by the Contractor within thirty (30)
calendar days following completion of construction in such areas. Unless otherwise approved by the
Resident Engineer, repair shall consist of bringing the damaged area back to final grade, replanting
the area with the same vegetation as originally specified and maintaining the area to achieve
acceptable plant establishment.
The Contractor is responsible for protection of all planting during the entire contract period by
adequate methods. Planting damaged during the contract period shall be replaced.
Contractor shall call Engineer for one final inspection one (I) week before the end of the construction
Revised 4/22/02 Contract No. 3667-7 Page 11 5 of 121 Pages
maintenance period.
maintenance period as the Resident Engineer deems necessary, at no additional cost to the City.
Failure to pass inspection will result in an extension of the construction
Add the following:
308-6.1 Payment. Payment for maintenance and plant establishment work shall be made in the
Lump Sum amount stipulated for the contract Bid Item, ”Plant Establishment”. Payment shall be
made in amounts of $1,000 per calendar month that work is performed up to a maximum of three
months and in accordance with Section 308-6 and to the satisfaction of the Engineer.
Add the following:
308-7 GUARANTEE
All plant material, including ground covers and shrubs, shall be guaranteed to live and grow for a
period of ninety (90) calendar days from the date final acceptance of contract work unless decline of
plant is specifically attributable to causes unrelated to installation, plant material quality and
Contractor’s maintenance practices.
Any material found to be dead, missing or in poor condition during the post-construction maintenance
period, shall be replaced immediately. The Engineer shall be the sole judge as to the condition of
the material. Material found to be dead or in poor condition within the guarantee period shall be
replaced by the Contractor, at his expense, within fifteen (15) days of written notification.
Replacement shall be made to the same specifications required for the original plantings.
SECTION 310 - PAINTING
310-5 PAINTING VARIOUS SURFACES.
310-5.6 Painting Traffic Striping, Pavement Markings and Curb Markings. Modify the fifth paragraph as follows: The Contractor shall furnish all equipment, materials, labor, and supervision
necessary for painting traffic lanes, directional arrows, guidelines, curbs, parking lines, crosswalks, and other designated markings in accordance with the Plans, or for approved temporary detours essential for safe control of traffic through and around the construction site. The Contractor shall remove by wet grinding all existing or temporary traffic markings and lines that may confuse the
public. When temporary detour striping or markings are no longer required, they shall be removed
prior to painting the new traffic stripes or markings.
310-5.6.3 Equipment. Delete the ninth paragraph and substitute the following: The Contractor shall
provide a wet grinding machine with sufficient capacity to completely remove all existing or temporary
traffic striping or markings that conflict with the striping plan, or are contrary to the Traffic Manual, or that may be confusing to the public. The surface produced by grinding the existing or temporary traffic striping or markings on pavement shall not exceed variations from a uniform plane more than 3
mm (I/<) in 3 m (IO’) when measured parallel to the centerline of the street or more than 6 mm (I/:)
in 3 m (IO’) when measured perpendicular to the centerline of the street. The use of any equipment
that leaves ridges, indentations or other objectionable marks in the pavement shall be discontinued,
and equipment capable of providing acceptable surface shall be furnished by the Contractor. This equipment shall meet all requirements of the air pollution control district having jurisdiction.
31 0-5.6.6 Preparation of Existing Surfaces. Modify the first paragraph as follows: The Contractor
shall remove markings, legends and striping outside the area to be resurfaced, either permanent or
temporary, which are to be abandoned, obliterated or that conflict with the plans by wet grinding
methods. Removal of such striping by high velocity water jet may be permitted when there is neither
potential of the water and detritus from the high velocity water jetting to damage vehicles or private
property nor to flow from the street into any storm drain or water course and when approved by the Engineer. The Contractor shall vacuum all water and detritus resulting from high velocity water jet
Revised 4/22/02 Contract No. 3667-7 Page 116 of 121 Pages
- striping removal from the pavement immediately after the water jetting and shall not allow such
materials to flow in the gutter, enter the storm drain system or to leave the pavement surface. Surface variation limitations for high velocity water jet striping removal shall be the same as for grinding. The Contractor shall not use dry or wet sandblasting in any areas. Alternate methods of paint removal require prior approval of the Engineer. Obliteration of traffic striping with black paint, light emulsion oil or any other masking method is not permitted.
The contractor shall remove existing thermoplastic markings, thermoplastic legends and
thermoplastic lines which are within the area to be resurfaced by wet grinding methods. Removal of such striping by high velocity water jet may be permitted when there is neither potential of the water and detritus from the high velocity water jetting to damage vehicles or private property nor to flow
from the street into any storm drain or water course and when approved by the Engineer. The
Contractor shall vacuum all water and detritus resulting from high velocity water jet striping removal
from the pavement immediately after the water jetting and shall not allow such materials to flow in the gutter, enter the storm drain system or to leave the pavement surface. Surface variation limitations
for high velocity water jet striping removal shall be the same as for grinding. The Contractor shall not
use dry or wet sandblasting in any areas. Alternate methods of paint removal require prior approval
of the Engineer.
310-5.6.7 Layout, Alignment, and Spotting. Modify the first paragraph as follows: The Contractor shall establish the necessary control points for all required pavement striping and markings by surveying methods. No layout of traffic striping shall be performed by the Contractor before
establishment of the necessary control points. The Contractor shall establish all traffic striping between these points by string line or other method to provide striping that will vary less than 80mm per 100m (1/2 inch in 50 feet) from the specified alignment. The Contractor shall obliterate, straight
stripes deviating more than 80mm per 1OOmm (I/ 2 inch in 50 feet) by wet grinding, and then
correcting the markings. The Contractor shall lay out (cat track) immediately behind installation of
surface course asphalt and as the work progresses.
310-5.6.8 Application of Paint. Modify the third paragraph as follows: Permanent traffic striping shall be applied in two coats.
Add the following to the fourth paragraph: The first coat of paint shall not be placed prior to, 24
hours, the minimum cure time for the overlay. The second coat of permanent traftic striping paint shall be applied two weeks after the initial painting. The Contractor shall paint the ends of each median nose yellow.
I
Add the following to the ninth paragraph: The Contractor shall apply temporary traffic stripes in one coat. Temporary traffic stripes shall be maintained by the Contractor so that the stripes are clearly visible both day and night.
310-5.6.10 Measurement and Payment. Modify the first paragraph as follows: Final and
temporary traffic striping, curb markings and pavement markings as shown on the plans and required
by the specifications shall be included in the unit bid prices for temporary and final traffic striping, and
no additional compensation will be allowed therefor. Reapplication of temporary stripes and markings
shall be repainted at the Contractor's expense, and no additional compensation will be allowed
therefor. The unit bid prices bid and shall include all labor, tools, equipment, materials, and
incidentals for doing all work in installing the final and temporary traffic striping.
Add the following Section:
310-7 PERMANENT SIGNING
Add the following Section:
a Revised 4/22/02 Contract No. 3667-7 Page 117 of 121 Pages
310-7.1 General. Add the following section: The Contractor shall provide and install all permanent -
traffic control signs at locations shown on plans and as specified herein.
Add the following section:
310-7.2 Measurement And Payment. Permanent signing and appurtenances thereto shown on the
plans or required in the specifications are a part of the lump-sum item for permanent signing and
payment therefor shall include full compensation for furnishing all labor, materials, tools, equipment,
and incidentals and for doing all the work involved in supplying and installing permanent signing and
appurtenances, complete in place, as shown on the plans, as specified in the Standard Specification
and these special provisions,, and as directed by the Engineer.
SECTION 312 - PAVEMENT MARKER PLACEMENT AND REMOVAL
312-1 PLACEMENT. Add the following to the third paragraph:
4) When being installed on asphalt concrete pavement sooner than 14 days after placement
of the asphalt concrete pavement course on which the pavement markers are to be placed.
Add the following section:
312-1.1 Reflective Channelizer Placement and Removal. The Contractor shall place and
remove reflective channelizers the same as for pavement marker placement and removal. The
Contractor shall place the channelizers uniformly, straight on tangent alignment and on a true arc on
curved alignment to the same tolerances of position as for application of paint in section 310-5.6.8.
The Contractor shall perform all layout work necessary to place the channelizers to the proper
alignment. If the channelizers are displaced or fail to remain in an upright position, from any cause,
Contractor. When reflective channelizers are removed the pavement surface shall be restored to the
same color and surface finish as the adjacent pavement.
the channelizers shall immediately be replaced or restored to their original location, by the -
Section 313 - Temporary Traffic Control Devices
Add the following section:
313-1 TEMPORARY TRAFFIC PAVEMENT MARKERS.
Add the following section:
313-1 .I General. The Contractor shall supply and install temporary traffic pavement markers,
channelizers, signing, railing (type K), crash cushions and appurtenances at the locations shown on
the plans and as required in the specifications, complete in place prior to opening the traveled way
served by said final and temporary traffic pavement markers, signing, railing (type K) and
appurtenances to public traffic.
31 3-1.2 Temporary Pavement Markers. Temporary reflective raised pavement markers shall be
placed in accordance with the manufacturer's instructions. Temporary reflective raised pavement
markers shall be cemented to the surfacing with the adhesive recommended by the manufacturer,
except epoxy adhesive shall not be used to place temporary reflective raised pavement markers in
areas where removal of the markers will be required. Pavement striping, legends and markers which
conflict with any traffic pattern shall be removed by grinding as determined by the Engineer. The
Contractor shall use temporary reflective raised pavement markers for temporary pavement marking,
except when the temporary pavement markers are used to replace patterns of temporary traffic stripe
that will be in place for less than 30 days. Reflective pavement markers used in place of the
removable-type pavement markers shall conform to the section 31 2 "Pavement Marker Placement
and Removal", except the 14-day waiting period before placing the pavement markers on new
asphalt concrete surfacing as specified in section 312-1 "Placement", shall not apply; and epoxy
I
Revised 4/22/02 Contract No. 3667-7 Page 118 of 121 Pages
adhesive shall not be used to place pavement markers in areas where removal of the markers will be
required.
Add the following section:
313-1.3 Channelizers. Channelizers shall be new surface-mounted type and shall be furnished,
placed, and maintained at the locations shown on the plans. Channelizer posts shall be orange in
color. Channelizers shall have affixed white reflective sheeting as specified in the special provisions.
The reflective sheeting shall be 75 mm x 300 mm (3” x 12”) in size. The reflective sheeting shall be
visible at 300 m (1000’) at night under illumination of legal high beam headlights, by persons with
vision of or corrected to 20/20. The channelizer bases shall be cemented to the pavement in the
same manner as provided for cementing pavement markers to pavement in section 312-1,
“Placement.” Channelizers shall be applied only on a clean, dry surface. Channelizers shall be
placed on the alignment and location shown on the plans and as directed by the Engineer. The
channelizers shall be placed uniformly, straight on tangent alignment and on a true arc on curved
alignment. All layout work necessary to place the channelizers to the proper alignment shall be
performed by the Contractor. If the channelizers are displaced or fail to remain in an upright position,
from any cause, the channelizers shall immediately be replaced or restored to their original location,
by the Contractor. The Contractor shall provide the Engineer with a Certificate of Compliance in
accordance with the provisions of section 4-1 5, “Certification”. Said certificate shall certify that the
channelizers comply with the plans and specifications and conform to the prequalified design and
material requirements approved by the Engineer and were manufactured in accordance with a quality
control program approved by the Engineer.
Add the following section:
313-2 TEMPORARY TRAFFIC SIGNING.
Add the following section:
31 3-2.1 General. The Contractor shall provide and install all temporary traffic control signs, markers,
markings, and delineators at locations shown on plans and specified herein.
Add the following section:
313-2.2 Maintenance of Temporary Traffic Signs. If temporary traffic signs are displaced or
overturned, from any cause, during the progress of the work, the Contractor shall immediately
replace the signs in their original approved locations. The Contractor shall maintain all temporary
traffic signs used in the Work in a clean, reflective and readable condition. The Contractor shall
replace or restore graffiti marked temporary traffic signs and posts used in the Work within 18 hours
of such marking being discovered during non-working hours or, when the marking is discovered
during working hours, within 2 hours of such discovery of marking.
Add the following section:
313-3 TEMPORARY RAILING (TYPE K) AND CRASH CUSHIONS.
Add the following section:
313-3.1 Temporary Railing and Crash Cushions. Temporary railing (Type K) shall consist of
interconnected new or undamaged used precast concrete barrier units as shown on the plans.
Temporary sand-filled crash cushions shall consist of new or undamaged used temporary sand-filled
crash cushions units as shown on the plans.
31 3-3.1 .I Appearance. Exposed surfaces of new and used units of Temporary railing (Type K)
shall be freshly coated with a white color paint prior to their first use on the project. The paint shall
conform to the provisions in sections 21 0-1.5 “Paint Systems” and 31 0 “Painting”. Contractor shall be
responsible for the removal and cleanup or painting over the graffiti from the K-Rails within 48 hours.
The Contractor Shall replace or repaint units of Temporary railing (Type K) or shall remove graffiti,
e Revised 4/22/02 Contract No. 3667-7 Page 119 of 121 Pages
tire or vehicle marks, dirt or any and all materials such that said marks or discoloration mar the
appearance of said units when ordered by the Engineer after the units are in place.
Add the following section.
313-3.1.2 Manufacture of Temporary Railing. In addition to the requirements herein the
temporary railing (Type K) shall be manufactured per CALTRANS Standard Drawing T3. Concrete
used to manufacture Temporary railing (Type K) shall conform to the provisions in sections 201-1,
“Portland Cement Concrete” and 303-1 “Concrete Structures”.” Load tickets and a Certificate of
Compliance will not be required. Reinforcing steel shall conform to the provisions sections 201-1,
“Portland Cement Concrete” and 303-1 “Concrete Structures”. Steel bars to receive bolts at ends of
concrete panels shall conform to ASTM Designation: A 36/A 36M. The bolts shall conform to ASTM
Designation: A 307. A round bar of the same diameter may be substituted for the end-connecting
bolt shown on the plans. The bar shall conform to ASTM Designation: A36/A36M, shall have a
minimum length of 660 mm and shall have a 75 mm (3”) diameter by 9 mm (3/<) thick plate welded
on the upper end with a 5-mm (3/16)1) fillet weld. The final surface finish of temporary railings (Type K)
shall conform to the provisions in section 303-1.9.2 “Ordinary Surface Finish.” Exposed surfaces of
concrete elements shall be cured by the water method, the forms-in-place method, or the pigmented
curing compoun’d method. The pigmented curing compound shall be type 2 curing compound.
Temporary railing (Type K) may have the Contractor’s name or logo on each panel. The name or
logo shall not be more than 100 mm in height and shall be located not more than 300 mm above the
bottom of the rail panel.
Add the following section.
313-3.1.3 Installation of Temporary Railing. In addition to the requirements herein the temporary
railing (Type K) shall be installed per CALTRANS Standard Drawing T3. Temporary railing (Type K)
shall be set on firm, stable foundation. The foundation shall be graded to provide a uniform bearing
throughout the entire length of the railing. Abutting ends of precast concrete units shall be placed
and maintained in alignment without substantial offset to each other. The precast concrete units
shall be positioned straight on tangent alignment and on a true arc on curved alignment Each rail unit
placed within 3 m (IO’) of a traffic lane shall have a reflector installed on top of the rail as directed by
the Engineer. Reflectors and adhesive will be furnished by the Contractor. A Type P marker panel
conforming to the requirements of the CALTRANS Traffic Manual shall also be installed at each end
of railing installed adjacent to a two-lane, two-way highway and at the end facing traffic of railing
installed adjacent to a one-way roadbed. If the railing is placed on a skew, the marker shall be
installed at the end of the skew nearest the traveled way. Type P marker panels shall conform to the
provisions of section 206-7.2, “Temporary Traffic Signs”. Where shown on the plans, threaded rods
or dowels shall be bonded in holes drilled in existing concrete. When temporary railings (Type K) are
removed, any area where temporary excavation or embankment was used to accommodate the
temporary railing shall be restored to its previous condition, or constructed to its planned condition.
Add the following section:
313-3.2 Temporary Sand-Filled Crash Cushions. Temporary sand-filled crash cushion units shall
be “Energite 111” manufactured by Energy Absorption Systems, “Fitch Inertial Barrier System Modules”
manufactured by Roadway Safety Service, or equal. Features required to determine equivalence of
any other temporary sand-filled crash cushion units shall be approval of the system by CALTRANS
and that the temporary sand-filled crash cushion units meet NCHRP 350 standards. Other features
will be suitability to application, operational characteristics, durability and other such characteristics
that the Engineer shall determine. Temporary sand-filled crash cushions (TSFCC) shall be of the
type and array configurations shown on plans, and installed at every end of, or gap in, the temporary
railing (Type K) whenever the closest point of approach of traffic, regardless of direction, is 4.6 m
(15’) or less to the end of the temporary railing (Type K) being considered. The TSFCC shall be
installed per CALTRANS Standard DrawingsTI and T2 for approach speeds no less than the
posted speed of the street prior to construction or 55 kilometers per hour (35 mph), whichever is the
Revised 4/22/02 Contract No. 3667-7 Page 120 of 121 Pages
- greater. The TSFCC array shall be appropriate to the application as shown on said standard
drawings. A Type J and/or P marker panel conforming to the requirements of the CALTRANS Traffic
Manual shall also be installed at each TSFCC array as shown in CALTRANS Standard Drawings TI
and T2. Particular care shall be taken to assure that crash cushions are installed with the soil
supporting them and the adjacent soil leveled to match the elevation of the bottom of the temporary
railing immediately adjacent to the crash cushion. All routes of approach to the TSCFF array shall be
graded such that any vehicle diverging from the travelled way to strike the TSCFF will travel on a
vertical alignment parallel to the segment of the travel lane that it departed from.
Add the following section:
31 3-4 MEASUREMENT AND PAYMENT. Temporary traffic pavement markers, temporary
channelizers, temporary signing, temporary railing (type K), temporary crash cushions and temporary
appurtenances thereto shown on the plans or required in the specifications are a part of the lump-
sum item for traffic control and payment therefor shall include full compensation for furnishing all
labor, materials, tools, equipment, .and incidentals and for doing all the work involved in applying,
installing, maintaining, and removing temporary traffic pavement markers, channelizers, signing,
railing (type K), crash cushions and appurtenances, complete in place, as shown on the plans, as
specified in the Standard Specification and these special provisions, and as directed by the
Engineer. Payment for temporary crash cushions, concrete barriers and the signs and reflectors
marking them shall include the installation, grading for installation, grading for the approach path,
maintenance, painting and re-painting, replacement of damaged units and removal and shall also be
included in the lump-sum price bid for traffic control. Payment for relocation of K-rails and crash
cushions when not shown on the plans and requested by the Engineer shall be made per section 3-
3, Extra Work, SSPWC.
@ Revised 4/22/02 Contract No. 3667-7 Page 121 of 121 Pages
APPENDIX “A”
RESIDENT NOTIFICATION EXAMPLE
,
CITY OF CARLSBAD
ROAD WORK
If you don’t plan to leave your home by 7:OO A.M. on the above date please park your car on an adjacent street in your neighborhood that will not be resurfaced. Streets scheduled for resurfacing can be determined by calling either the Contractor or the City of Carlsbad Engineering In- spection Department. When walking to and from your car, remember not to walk on the newly overlaid street or you will have black residue on
the bottom of your shoes. Please do not drive, walk on, walk pets, play, or skate on the newly overlaid asphalt. Also, please refrain from watering your lawns, washing cars, etc., approximately 6-8 hours after the asphali
is laid as running water will cause damage to the new surface.
ABC is the Contractor that will be performing the resurfacing work for the city and you may call them at
(760)XXX-AXXX if you have any questions regarding the project. Resur- facing of your street will not occur on the day your trash is collected. Mail delivery may be delayed if the postman cannot reach the mailbox thal day. If you have a moving company scheduled for that day please call and inform the Contractor of the date. If you have any concerns which cannot be addressed by the Contractor, you may call the City’s Engineer- ing Inspection Department at 438-1 161x4323.
Thank you for your cooperation as we work to make a better City 01 Carlsbad.
ABC CONTRACTORS
OFFICE # (760)XXX-XXXX
FIELD # (76O)XXX-m
Jear resident: As a part of the City of Carlsbad’s ongoing program to maintain its streets, your street will be resurfaced with a layer of asphalt concrete over the existing roadway surface. This construction will require the clos- ing of your street to through traffic for one day. Your street, from XYZ St. to XYZ Ave. will be closed to through traffic and resurfaced on:
MON. TUE. WED. THU. FRI. DATE: 1 from 7:OOA.M. to 500 P.M.
@ Revised 4/22/02 Contract No. 3667-7 Page 122 of 121 Pages