HomeMy WebLinkAbout1994 Special Provisions Project 81016 81020CITY OF B~RSFIELD
CALIFORNIA
NOTICE TO CONTRACTORS,
. SPECIAL PROVISIONS, BID PROPOSAL AND CONTRACT .
FOR
TITLE
PLANS FOR MODIFICATION OF TRAFFIC SIGNAL AND LIGHTING SYSTEM AND
CONSTRUCTION OF STORM DRAIN ON PLANZ ROAD AT WIBLE ROAD AND
PLANS FOR MODIFICATION OF TRAFFIC SIGNAL AND LIGHTING SYSTEM
ON MING AVENUE AT CASTRO LANE
BID OPENING:
DATE October 26,1994
TIME 11:00 A.M.
PROJECT NOS. 81016, 81020, 81043
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~ DEPARTMENT OF PUBLIC W(JRKS
G~ ~ i ~ CITY OF BAKERSFIELD , ~
1501 TRUXTtJN AVENUE o. 32~~0 m
BAKERSFIELD, CA 93301
Telephone: (805) 326-3724 EXP.
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CITY OF BAKERSFIELD
DEPARTMENT OF PUBLIC WORKS
NOTICE TO CONTRACTORS
SEALED PROPOSALS will be received by the City of Bakersfield at the Office of the Purchasing
Officer, City Hall,1501 Truxtun Avenue, Bakersfield, California, Unti111:00 o'clock A.M. on
October 26,1994 to be publicly opened and read immediately thereafter in the City Council Chamber, for the
following work:
PLANS FOR MODIFICATION OF TRAFFIC SIGNAL AND LIGHTING SYSTEM
AND CONSTRUCTION OF STORM DRAIN ON PLANZ ROAD AT WIBLE ROAD AND
PLANS FOR MODIFICATION OF TRAFFIC SIGNAL AND LIGHTING SYSTEM ON MING AVENUE AT CASTRO LANE
Plans and specifications, and forms of proposal, bonds, and contract, may be obtained at the office of the
Purchasing Officer by posting. a refundable deposit of Zero Dollars ($0.00} for each complete set. Refund of
deposit will be made provided the plans and specifications are returned to the Purchasing Officer within
twenty-one (21) days from date of bid opening and the documents are in reasonable good condition. The City assumes no responsibility for non-receipt of bids due to any delay, including but not limited to carrier delay.
Itis the bidder's responsibility to meet the deadline stated above.
No bid will be considered unless it is made on a proposal form furnished by the Purchasing Officer, which
appears herein immediately following the SPECIAL .PROVISIONS of the project, and is made in accordance
with the provisions set forth under Section 2, "Proposal Requirements and Conditions" of the Standard Specifications. Each bid must be accompanied by a proposal guarantee in accordance with the requirements
of article 2-1.07 of the said Section 2 of the Standard Specifications.
The City of Bakersfield reserves the right to reject any or all bids. Bids are required on the entire work
described herein.
Substitution of securities for moneys retained to ensure performance shall be permitted pursuant to the provisions and requirements of Public Contracts Code 22300. Eligible securities include interest bearing
demand deposit accounts, standby letters of credit, or any other security agreed to by the Contractor and the
City of Bakersfield. The request for substitution of securities to be deposited shall be submitted on the form
entitled"Escrow agreement for Security Deposits in Lieu of Retention" included in the back of these special
provisions.
The Contractor must possess a valid Class A Contractor's License or the Contractor must possess a Class C-10 Contractor's Licenses at the time this contract is awarded.The proposed work shall be done in accordance with
the Standard Specifications of the Department of Transportation, Business, Transportation and Housing
Agency, dated July,1992, insofar as the same may apply.
Pursuant to Part 7 of Division 2 of the California Labor Code (Section 1720 et seq.) the Contractor shall not
pay less than the prevailing rate of wages to workers on this project as determined by the Director of
California Department of Industrial Relations. The Director's schedule of prevailing rates is on i"ile and open for inspection at the City of Bakersfield, Department of Public works, 1501 Truxtun Avenue, Bakersfield,
California.
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GENERAL DESCRIPTION OF WORK
The work to be performed consists, in general, of modifying the traffic signal and lighting systems at
Ming Ave. and Castro Ln., adding a wheelchair ramp on the northeast corner and interconnection to Hughes Ln; modifying a traffic signal and lighting system at Planz Rd. and Wible Rd., and installing a wheelchair ramp
on the northwest corner; at the Planz Rd. and Wible Rd. location installing 18-inch storm drain pipe, removal
of existing concrete headwalls and corrugated metal pipe, constructing a catch basin and junction boxes, and
construction of curb, gutter, sidewalk, a wheelchair ramp on the northeast corner, placement of asphalt
concrete and aggregate base pavement tie-in; and, on the southeast side of the Planz Rd. overcrossing raising a
block wall 2-feet in height. All other incidental items or details that are required by the plans, the standard specifications and these special provisions, are to be performed, constructed or furnished and installed.
CITY OF BAKERSFIELD
RAUL M. ROJAS
Public Works Director
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CITY OF BAKERSFIELD, CALIFORNIA
DEPARTMENT OF PUBLIC WORKS
SPECIAL PROVISIONS
SECTION 1 -DEFINITIONS AND TERMS
1.1.01 GENERAL. This work embraced herein shall be done in accordance with the Standard
Specifications entitled "State of California, Department of Transportation, Standard Specifications, July, 1992,"
as referenced herein, insofar as the same may apply, which specifications are hereinafter referred to as the
Standard Specifications, and in accordance with the following special provisions.
In case of conflict between the Standard Specifications and these special provisions, the special provisions shall take precedence over and be used m heu of such conflicting portions.
1-1.02 DEFINITIONS AND TERMS. All definitions and terms in Sections 1, "Definitions
and Terms," of the Standard Specifications shall apply, except whenever the following terms or pronouns are
used, the intent and meaning shall be as follows:
City -City of Bakersfield, California.
Department of Transportation, CALTRANS -The Engineering Department of the City of
Bakersfield.
Director -City Engineer.
Engineer -The City Engineer, acting either directly or through properly authorized agents, such agents acting within the scope of the particular duties entrusted to them.
Laboratory -The designated laboratory authorized by the City to test materials and work involved
in the contract.
Standard Specifications -Standard Specifications of the Department of Transportation, Business,
Transportation and Housing Agency, dated January, 1992.
State -The City of Bakersfield.
State Contract Act -Chapter 1, Division 2 of the Public Contract Code. The provisions of this act
do not apply to this contract.
. Other terms appearing in the Standard Specifications, the general provisions, and the special provisions, shall have the intent and meaning specified in Section 1, Definition of Terms of the Standard
Specifications.
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SECTION 2 -PROPOSAL REQUIREMENTS
2-1.01 GENERAL INFORMATION. The Purchasing Officer of the City of Bakersfield,
California, will receive at her office, City Hall, 1501 Truxtun Avenue, in said City, unti111:00 o'clock A.M. on
October 2b, 1994 sealed proposals for
PLANS FOR MODIFICATION OF TRAFFIC SIGNAL AND LIGHTING SYSTEM
,AND CONSTRUCTION OF STORM DRAIN ON PLANZ ROAD AT WIBLE ROAD AND PLANS FOR MODIFICATION OF TRAFFIC SIGNAL AND LIGHfTING SYSTEM
ON MING AVENUE AT CASTRO LANE
2-1.02 APPROXIMATE ESTIMATE. The Engineer's estimate of the quantities of work to
be done and materials to be furnished are approximate only, being given as a basis for the comparison of bids,
and the City of Bakersfield does not expressly or by implication agree that the actual amount of work will
correspond therewith, but reserves the right to increase or decrease the amount of any class or portion of the
work or to omit portions of the work that may be deemed necessary or expedient by the Engineer.
2-1.03 EXAMINATION OF PLANS, SPECIFICATIONS, SPECIAL PROVISIONS,
AND .SITE OF WORK. The bidder is required to examine carefully the site of work, the proposal, plans
and specifications, and contract forms. It will be assumed that the bidder has performed said examination, and
is satisfied as to the conditions to be encountered, the character, quality, and quantities of work to be
performed and materials to be furnished, and as to the requirements of the specifications, the special
provisions, and the contract. It is mutually agreed that the submission of a proposal shall be considered prima
facie evidence that the bidder has made such examination.
2-1.04 REJECTION OF PROPOSALS CONTAINING ALTERATIONS,
ERASURES OR IRREGULARITIES. Proposals maybe rejected if the show an alterations of fo
J Y Y ~ additions not called for, conditional or alternative bids, incomplete bids, erasures or irregularities of any kind.
Proposals in which the prices obviously are unbalanced may be rejected.
The right is reserved to reject any and all proposals and waive any irregularity.
2-1.05 PROPOSAL FORM. All proposals must be made upon blank forms to be obtained
from the Purchasing Officer, the form of which appears herein immediately following these special provisions. All proposals must give the prices proposed and must be signed by the bidder, with his address. If the
proposal is made by an individual, his name, telephone number and post office address must be shown. If
made by a firm or partnership, the name and post office address of each member of the firm or partnership
must be shown. If made by a corporation, the proposal must show the name of the state under the laws of
which the corporation was chartered and the names, titles, and business addresses of the president, secretary
and treasurer.
2-1.06 BIDDER'S GUARANTEE. All bids shall be presented under sealed cover and shall be accompanied by a Proposal Guaranty made payable to the City of Bakersfield, for an amount equal to at least
ten percent (10%) of the amount of said bid, and no bid shall be considered unless such Froposal Guaranty is
enclosed therewith.
2-1.07 REQUIRED LISTING OF PROPOSED SUBCONTRACTORS. Each proposal
shall have listed therein the name and address of each Subcontractor to whom the bidder proposes to
subcontract portions of the work in the amount of 1/2 of one percent of his total bid or $10,000, whichever is
greater, in accordance with the Subletting and Subcontracting Fair Practices Act, commencing with Section 4100 of the Public Contract Code. The bidder's attention is invited to other provisions of said Act related to
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the imposition of penalties for a failure to observe its provisions by using unauthorized subcontractors or by
making unauthorized substitutions.
A sheet for listing the Subcontractors, as required herein, is included in the Proposal.
Bidders are cautioned that this listing requirement is in addition to the requirement to provide a list of DBE Subcontractors after the opening of the proposals for projects utilizing Federal funds.
2-1.08 OMISSIONS IN SPECIFICATIONS AND DRAWINGS. Any materials or work
mentioned in the specifications and not shown on the drawings, or shown on the drawings and not mentioned
in the specifications shall be of the same effect as if shown or mentioned in both.
Omissions from the drawings or the specifications of the materials or details of work which are manifestly or obviously necessary. to carry out the intent of the drawings and specifications or which are
customarily furnished or performed, shall not relieve the Contractor of his responsibility for furnishing such
omitted materials or performing such omitted work; but shall be furnished or performed as if fully shown or
described in the drawings or specifications.
2-1.09 WITHDRAWAL OF PROPOSALS. Any bid may be withdrawn at any time prior to
the time fixed in the public notice for the opening of bids by request for the withdrawal of the bid filed with
the Purchasing Department. The request shall be executed by the bidder or his duly authorized representative. The withdrawal of a bid does not prejudice the right of the bidder to file a new bid. Whether or not bids are
opened exactly at the time fixed in the public notice for opening bids, a bid will not be received after that
time, nor may any bid be withdrawn after the time fixed in the public notice for the opening of bids.
2-1.10 PUBLIC OPENING OF PROPOSALS. Proposals will be opened and read publicly
at the time and place indicated in the "Notice to Contractors." Bidders or their authorized agents are invited
to be present.
Z-1.11 RELIEF OF BIDDERS. Attention is directed to the provisions of Public Contract
Code Sections 5100 to 5107, inclusive, concerning relief of bidders and in particular to the requirement
therein, that if the bidder claims a mistake was made in his bid, the bidder shall give the Department written
notice within 5 days after the opening of the bids of the alleged mistake, specifying in the notice in detail how
the mistake occurred.
Public Contract Code Section 10285.1 (Chapter 376, Stats,1985) provides as follows:
Any state agency may suspend, for a period of up to three years from the date of
conviction, any person from bidding upon, or being awarded, a public works or services
contract with the agency under this part or from being a subcontractor at any tier upon the
contract, if that person, or any partner, member, officer, director, responsible managing
officer, or responsible managing employee thereof, has been convicted by a court of
competent jurisdiction of any charge of fraud, bribery, collusion, conspiracy, or any other act in violation of any state or federal antitrust law in connection with the bidding upon,
award of, or performance of, any public works contract, as defined in Section 1101, with
any public entity, as defined in Section 1100, including for the purposes of this article, the
Regents of the University of California or the Trustees of the California State University.
A state agency may determine the eligibility of any person to enter into a contract under
this article by requiring the person to submit a statement under penalty of perjury
declaring that neither the person nor any subcontractor to be engaged by the person has
been convicted of any of the offenses referred to in this section within the preceding three years.
A form for the statement required by Section 10285.1 is included in the proposal.
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2.1.12 DISQUALIFICATION OF BIDDERS. More than one proposal from an individual,
firm, partnership, corporation, or combination thereof under the same or different names will not be
considered. Reasonable grounds for believing that any individual, firm, partnership, corporation or
combination thereof is interested in more than one proposal for the work contemplated may cause the
rejection of all proposals in which such individual, firm, partnership, corporation or combination thereof is
interested. If there is reason for believing that collusion exists among the bidders any or all pro owls ma be P Y
rejected. Proposals in which the prices obviously are unbalanced may be rejected.
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SECTION 3 -AWARD AND EXECUTION OF CONTRACT
3-1,41 GENERAL, The award of the contract, if it be awarded, will be to the lowest responsible
bidder. The language "responsible" refers to not only the attribute of trustworthiness, but also to the uali , . 9 ty
fitness and capacity of low bidder to satisfactorily perform the proposed work.
3-1.02 AWARD OF CONTRACT. The award of the contract, if it be awarded, will be made
within forty-five (45) days after the opening of the proposals unless extension is approved by the lowest
responsible bidder.
3-1.03 CONTRACT BONDS. The Contractor shall furnish two good and sufficient bonds insured
by an admitted surety insurer as set forth in Title XIV, Chapter 2, Article 6 of the California Code of Civil
Procedures. One of the said bonds shall guarantee the faithful performance of the said contract by the
Contractor and shall be in an amount equal to one hundred percent {100%) of the contract price. The other of the said bonds shall be in an amount of fifty percent (50%) of the contract price and shall guarantee payment to
laborers, mechanics and material workers employed on the job under the contract and shall be in the amount
and satisfy the requirements specified in Section 3248 of the California Civil Code.
Whenever any surety or sureties on any such bonds, or on any bonds required by law for the protection
of the claims of laborers and material men, become .insufficient, or the City has cause to believe that such surety or sureties have become insufficient, a demand in writing maybe made of the Contractor for such further bond
.or bonds or additional surety, not exceeding that originally required, as is considered necessary, considering the
extent of the work .remaining to be done. Thereafter no payment shall be made upon such contract to the
Contractor or any assignee of the Contractor until such further bond or bonds or additional surety has been
furnished.
3-1,04 EXECUTION OF CONTRACT. The contract shall be signed by the successful bidder
and returned, together with the contract. bonds within ten {10) days, not including Sundays, after the bidder has received notice that the contract has been awarded. No proposal shall be considered binding upon the City until
the execution of the contract. All contracts shall be considered as being made and entered into in the City of
Bakersfield, California.
Failure to execute a contract and file acceptable bonds as provided herein within ten (10) days, not
including Sundays, after the bidder has received notice that the contract has been awarded, shall be just cause for
the cancellation of the award and the forfeiture of the proposal guaranty.
3-1,05 RET'tJRN OF BIDDER'S GU ES. Within ten (10) days after the award of
the contract, the City of Bakersfield will return any monies or form for deposit of money that are not to be
considered in making the award. All other proposal guarantees will be held until the contract has been finally
executed, after which they will be returned to the respective bidders whose proposals they accompany.
S
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SECTION 4 -BEGINNING OF WORK, TIME OF COMPLETION
AND LIQUIDATED DAMAGES
4-1.01 GENERAL. Attention is directed to the provisions of Section 8, Article 8-1.03, "Beguuung
of Work," Article 8-1.Ob, "Time of Completion" and Article 8-1.07, "Liquidated Damages," of the Standard
Specifications, and is specifically hereby made a part of these special provisions.
The first paragraph of Section 8-1.03, "Begirming of Work," of the Standard Specifications, is amended
to read:
The Contractor shall begin work within fifteen (15) days after receiving written
notice to proceed. The Contractor shall diligently prosecute the same to
completion before the expiration of 45 working days.
Contract working days will commence from the date the Contractor begins work or
the 15th calendar day from the date of the written notice to proceed, whichever
comes first.
The Contractor shall pay to the City of Bakersfield the sum of per day for each and every
calendar day's delay in finishing the work in excess of the number of working days prescribed above.
Full compensation for conforming to the requirements of above paragraph shall be considered as
included in the prices paid for the various items of work and no additional allowance will be made therefor.
The Contractor shall furnish the Engineer with a statement from the vendor that the order for the
electrical materials required for this contract has been received and accepted by said vendor, and said
statement shall be furnished within fifteen (15) calendar days from the date of the contract. Said
statement shall show the date or dates the electrical materials will be shipped.
No work shall begin on the project without prior written approval of the Engineer until all components necessary for operation of the signal system are on hand. The Contractor will be granted
an extension of time and will not be assessed with liquidated damages or the cost of engineering and
inspection for any portion of the delay in completion of the work caused by *manufacturing time
should approval be given to begin prior to delivery of all signal system components. The number of
days extension shall be the working days between the date as determined according to Special
Provisions, Article 4-1.01, and the date of receipt of all components as determined by the Engineer.
Upon receipt of all components, the Contractor shall notify the Engineer in writing and the Engineer will order start of worknn writing.
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SECTION 5 -GENERAL
5-1,01 STATE CONTRACT ACT NOT APPLICABLE, Sections 1-1.40, "State Contract Act,"
and 9-1.10, "Arbitration," of the Standard Specifications are deleted. This contract is not governed by the
provisions of the State Contract Act. The adoption and use of the Standard Specifications in the performance of
the work called for in this contract shall not be construed as an election by the City to proceed under Section
20396 of the Public Contract Code. In the event that a dispute arises between the parties, they are not obligated
to submit the matter to arbitration in any form (although they may do so upon written agreement).
5.1.02 ALTERATION IN QUANTITY OF WORK, Increases or decreases in work exceeding
an amount of $10,000 or which, together with all other previously approved change orders for that contract
exceeds twenty-five percent (25%) of the original contract amount, must be authorized by the City Counal.
5-1,03 CONTROL OF WORK: Control of work shall conform to the provisions in Section S,
"CONTROL OF WORK," of the Standard Specifications and these special provisions.
Section 5-1.02 "Plans and Working Drawings", of the Standard Specifications is amended by adding the following paragraph after the fourth paragraph:
Working drawings or plans for any structure not included in the plans furnished by the Engineer shall be
approved by the Engineer before any work involving these plans shall be performed, unless approval is
waived in writing by the Engineer.
Section 5-1.07 "Lines and Grades" of the Standard Specifications is amended by adding the following paragraph after the first paragraph:
Three consecutive points shown on the same rate of slope must be used in common, in order to detect
any variation from a straight grade, and in case any such discrepancy exists, it must be reported to the
Engineer. If such a discrepancy is not reported to the Engineer, the Contractor shall be responsible for
any error in the finished work.
The second paragraph in Section 5-1.07, "Lines and Grades" of the Standard Specifications is amended to
read:
When the Contractor requires such stakes or marks, he shall notify the Engineer of his requirements in
writing a reasonable length of time in advance of starting operations that require such stakes or marks.
In no event, shall a notice of less than 24 hours be considered a reasonable length of time.
Section 5-1.08, "Inspection" of the Standard Specifications is amended by adding the following paragraph
after the first paragraph:
Whenever the Contractor varies the period during which work is carried on each day, he shall give due
notice to the Engineer, so that proper inspection maybe provided. Any work done in the absence of the
Engineer will be subject to rejection.
5-1,04 PREVAILING WAGES. Pursuant to Chapter 1 of Part 7 of Division 2 of the Labor Code
(commencing with Section 1720), Contractor agrees that in performing said work, by himself or through any
subcontractor, eight hours' labor shall be a day's work and forty hours' labor shall be a week's work, and that
Contractor shall keep an accurate record showing the name and actual hours worked for all workers employed in
said work, and that said record shall be kept open at all reasonable hours for inspection pursuant to Section 1812
of the Labor Code. The Contractor and all Subcontractors shall pay not less than the general prevailing rate of
per diem wages and the general prevailing rate for holiday and overtime to all workers employed in the
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construction of this project. The prevailing rate for each craft, classification or type of work is determined by the Director of the California Department of Industrial Relations, and his schedule of prevailing rates is on file and
available for inspection in the Public Works Department. The schedule is incorporated herein by this reference.
The City shall have the right to inspect payroll records during normal working hours and shall have the right to
question workers at any time concerning the wages being paid. Contractor shall not interfere in any way with the
City's right to investigate conformance with the wage provisions of this contract.
Contractor shall forfeit to the City for each worker employed for each calendar day or portion thereof:
a. FIFTY DOLLARS {$50) pursuant to Section 1775 of the Labor Code, per worker paid less than
the amount to which he is entitled under said general prevailing rate of wages; and
b. TWENTY FIVE DOLLARS ($25) pursuant to Section 1813 of the Labor Code, per worker
required to work more than eight (8) hours per day or more than forty (40) hours per week,
except as provided in Section 1815 of the Labor Code.
5-1.05 PAYROLL RECORDS. The fourth paragraph in Section 7-1.01A(3), "Payroll Records," of
the Standard Specifications is deleted and shall not apply to this contract.
5-1.06 LABOR NONDISCRIMINATION. Attention is directed to Section 7-1.01A(4), "Labor
Nondiscrimination," of the Standard Specifications and these special provisions.
Attention is also directed to the requirements of the California Fair Employment and Housing Act (Government Code Sections 12900 through 12996), to the regulations promulgated by the Fair Employment and
Housing Commission to implement said Act, and to the nondiscrimination, affirmative action and equal
employment opportunity requirements in the special provisions.
5-1.07 APPRENTICES. The Contractor's attention is directed to Article 7-1.OlA(5), "Apprentices,"
of the Standard Specifications. All Contractors and Subcontractors shall comply with the provisions of Labor
Code Sections, 1777.5, 1777.6, and 1777.7 relating to the employment of apprentices.
If the Contractor does not have a union contract which provides for apprentices, the Contractor and all
Subcontractors shall submit one of the following:
1. A copy of a "REQUEST FOR AN APPLICATION FOR A CERTIFICATE OF APPROVAL TO
EMPLOY AND TRAIN APPRENTICES ON PUBLIC WORKS "This request shall be submitted
to the local Department of Industrial Relations, Division of Apprenticeship Standards on the
Contractor's and each Subcontractor's letterhead or DAS 140, enclosed with these specifications.
2. A copy of an approval to employ and train apprentices from the local Department of Industrial
Relations, Division of Apprenticeship Standards.
3. Proof of a Collective Bargaining Agreement with the Joint Apprenticeship Committee providing
for apprentices.
One of the above shall be submitted by the low bidder to the City of Bakersfield with the signed contract
documents.
5-1.08 TRENCH SAFETY. The Contractor shall comply with Section 6705 of the Labor Code
which provides that the Contractor's responsibility shall be as follows:
If the contract price for the project includes an expenditure in excess of TWENTY-FIVE THOUSAND DOLLARS ($25,000} for excavation of any trench or trenches five feet or more in depth, the Contractor
or his Subcontractor shall not begin any trench excavation unless a detailed plan, showing the design of
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shoring, bracing, sloping or other provisions to be made for worker protection during the excavation of the trench, has been submitted by the Contractor to the City Engineer and the detailed plans has been
approved by the City Engineer.
. If such plan varies from the shoring system standards established by the Construction Safety Orders of
the Di~nsion of Industrial Safety, the plan shall be prepared by a Registered Civil or Structural Engineer.
Nothing in this section shall be deemed to allow the use of a shoring, sloping, or protective system less ' effective than that required by the Construction Safety Orders of the Division of Industrial Safety.
Nothing in this section shall be construed to impose tort liability on the awarding body or any of its
employees.
. The terms "Public Works" and "Awarding Body," as used in this section, shall have the same meaning as m Labor Code Sections 1720 and 1722 respectively.
5-1.09 SOUND CONTROL REQUIREMENTS. Sound control shall conform to the
provisions in Section 7-1.01I, "Sound Control Requirements," of the Standard Specifications and these special
provisions.
The noise level from the Contractor's operations, between the hours of 9:00 P.M, and b:00 A.M., shall
not exceed 86 dbA at a distance of 50 feet. This requirement in no way relieves the Contractor from responsibility for complying with local ordinances regulating noise level.
Said noise level requirement shall apply to all equipment on the job or related to the job, including but
not limited to trucks, transit mixers or transient equipment that may or may not be owned by the Contractor.
,The use of loud sound signals shall be avoided in favor of light warnings except those required by safety laws for
the protection of personnel.
Full compensation for conforming to the requirements of this section shall be considered as included in
the prices paid for the various contract items of work involved and no additional compensation will be allowed
therefor.
S-1,10 PERMITS AND LICENSES. The Contractor shall procure all permits and licenses, pay
all. charges and fees, and give all notices necessary and incidental to the due and lawful prosecution of the work
from any and all governmental organization which require such .permits, licenses or fees. The Contractor shall
procure a business license in the City of Bakersfield.
5-1,11 WO~NG HOURS. Contractor shall limit his field working hours from 7:00 A.M. to 4:30
P.M .Monday„ throuah_ Friday. Any deviations must be requested and in writing and directed to the Construction
Engineer at the Pre-Job Conference. Written approval from the Construction Engineer is required for work
beyond these limits.
Any time work proceeds, which requires inspection services for more than an eight (8) hour work day,
or on holidays or weekends, the Contractor will be charged for all associated overtime charges and said charges maybe withheld from contract retention.
5-1,12 LAWS TO BE OBSERVED, The Contractor shall keep himself fully informed of aU
existing and future State and National laws and all municipal ordinances and regulations of the City of
Bakersfield which in any manner affect those engaged or employed in the work, or the materials used in the
work, or which in any way affect the conduct of the work, and of all such orders and decrees of bodies or
tribunals having any jurisdiction or authority over the same.
5-1,13 CONTRACTOR'S INSURANCE, The Contractor shall not commence work under this
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contract until he has obtained all insurance required under this section and the required certificates of insurance have been filed with and approved by the City Risk Manager and the Public Works Department, nor shall the
Contractor allow any Subcontractor to commence work on his subcontract until said certificates of insurance have
been filed and approved by the City Risk Manager and the Public Works Department. Contractor shall be
responsible for any deductibles under all required insurance policies.
5-1.13A INDEMNITY. Contractor shall indemnify, defend and hold harmless City, its officers, agents
and employees against any and all liability, claims, actions, causes of action or demands whatsoever against them, or any of them, for injury to or death of persons or damage to property arising out of,
connected with, or caused by Contractor, Contractor's employees, agents, subcontractors, or independent
contractors or companies in the performance of, or in any way arising from, the terms and provisions of
this Agreement whether or not caused in part by a party indemnified hereunder. Contractor shall
execute and return with the executed contract documents and bonds the "Hold Harmless Agreement," a
copy of which is attached hereto.
5-1.13B INSURANCE. In addition to any other form of insurance or bond required under the terms of
this agreement and specifications, the Contractor shall procure and maintain for the duration of this
agreement the following types and limits of insurance, otherwise referred to as "basic insurance
requirements";
a. Automobile liability insurance, providing coverage on an occurrence basis for bodily injury, including death, of one or more persons, property damage and personal injury, with limits of not
less than one million ($1,~0,000)~ per occurrence; and
b. Broad form commercial general liability insurance, providing coverage on an occurrence basis
for bodily injury, including death, of one or more persons, property damage and personal injury,
with limits of not less than one million {$1,000,000) per occurrence; and
c. Workers' compensation insurance with statutory limits and employer's liability insurance with
limits of not less than one million ($1,000,000) per accident.
Insurance is to be placed with insurers with a Bests' rating of no less than A:VII. This
requirement may be waived at the City's sole discretion.
All policies required of the Contractor hereunder shall be primary insurance as respects the City, its mayor, council, officers, agents, employees and volunteers and any insurance or
self-insurance maintained by the City, its mayor, council, officers, agents, employees and
volunteers shall be excess of the Contractor's insurance and shall not contribute with it.
The automobile liability policies shall provide coverage for owned, non-owned and hired autos.
The liability policies shall provide contractual liability coverage for the terms of this Agreement.
The liability policies shall contain an additional insured endorsement in favor of the City, its
mayor, council, officers, agents, employees and volunteers.
The workers' compensation policy shall contain a waiver of subrogation endorsement in favor of
the City, its mayor, council, officers, agents, employees and volunteers.
All policies shall contain the following endorsement: An endorsement providing the City with
thirty (30) days written notice of cancellation or material change in policy language or terms.
All policies shall provide that there shall be continuing liability thereon, notwithstanding any
recovery on any policy.
The insurance required under this agreement and specifications shall be maintained until all
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work required to be performed under the terms of this agreement is satisfactorily completed as
evidenced by formal acceptance by the City,
All costs of insurance required under this agreement shall be included in the Contractor's bid,
and no additional allowance will be made for additional costs which may be required by
extension of the insurance policies.
The Contractor shall furnish the City Risk Manager with a Certificate of Insurance evidencing
the insurance required under this Agreement. The City may withhold payments to Contractor if
certificates of insurance and endorsements required in this Agreement have not been provided.
The Contractor shall be responsible for any deductibles or self-insured retentions under all
required insurance policies. Insurance in lesser amounts, or lack of certain types of insurance otherwise required by this Agreement of Contractor, must be declared to and approved in
writing by the City.
However, unless otherwise approved by the City, if any part of the work under this agreement
and specifications is subcontracted, the "basic insurance requirements" set forth hereinabove
shall be provided by or on behalf of all subcontractors even if the City has approved lesser insurance requirements for Contractor. Contractor shall be responsible for determuiing and
guaranteeing all subcontractors are insured as set forth in this paragraph.
5-1.14 CONTRACTOR'S AUTHORITY. At the preconstruction meeting, the Contractor shall
provide the City with the foreman's or superintendent's name who will be in charge of this project.
5-1.15 DAMAGE BY STORM, FLOOD, TIDAL WAVE OR EARTHQUAKE. Section
7-1.165, "Damage by Storm, Flood, Tidal Wave or Earthquake," of the Standard Specifications is deleted and
shall not apply to this contract.
5-1.16 WORK IN CITY STREETS. All of the work shown on the plans and included in these
specifications that is located in the public streets in the City of Bakersfield shall be done in accordance with City
Ordinance regulating the use of public streets within the City, except as otherwise provided herein.
The Contractor shall inform himself as to all regulations and requirements of the City Engineer and
Superintendent of Streets of the City of Bakersfield and shall conduct his operations in compliance therewith.
5-1.17 RIGHT OF WAY, The right of way for the work to be constructed will be provided by the
City. The Contractor shall make his own arrangements, and pay all expenses for additional area required by him
outside of the limits of right of way unless otherwise provided in the special provisions.
5-1,18 SUSPENSION OF CONTRACT. If at any time in the opinion of the City Council, the
Contractor has violated any terms of this contract, failed to supply an adequate working force, or material of
proper quality, or has failed in any other respect to prosecute the work with the diligence and force specified
and intended in and by the terms of the contract, notice thereof in writing will be served upon him, and should he neglect or refuse to provide means for a satisfactory compliance with the contract, as directed by the
Engineer, within the time specified in such notice, the City Council in any such case shall have the power to
suspend the operation of the contract. Upon receiving notice of such suspension, the Contractor shall discontinue
said work, or such .parts of it as the City Council may designate. Upon such suspension, the Contractor's control
shall terminate, and thereupon the City Council, or its duly authorized representative; may employ other parties
to carry the contract to completion, employ the necessary workmen, substitute other machinery or materials, and
purchase the materials contracted for, in such manner as the Engineer may deem proper; or the City Council may annul and cancel the contract and re-let the work or any part thereof. Any excess of cost arising therefrom
over and above the contract price will be charged against the Contractor and his sureties, who will be liable
therefor. In the event of such suspension, all money due the Contractor or retained under the terms of this
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contract shall be forfeited to the City; but such forfeiture will not release the contractor or his sureties from
liability or failure to fulfill the contract. The Contractor and his sureties will be credited with the amount of
money so forfeited toward any excess of cost over and above the contract price, arising from the suspension of
the operations of the contract and the completion of the work by the City as above provided, and the Contractor
will be so credited with any surplus remaining after all just claims for such completion as determined by the Engineer have been paid.
In the determination of the question whether there has been any such non-compliance with the contract
as to warrant the suspension or annulment thereof, the decision of the City Council shall be binding on all parties
to the contract.
5.1.19 TEMPORARY SUSPENSION OF WORK. The Engineer shall have the authority to
suspend the work wholly or in part, for such period as he may deem necessary, due to unsuitable weather, or to such other conditions as are considered unfavorable for the suitable prosecution of the work, or for such time as
he may deem necessary, due to the~failure on the part of the Contractor to carry out orders given, or to perform
any provisions of the work. The Contractor shall immediately obey such order of the Engineer and shall not
resume the work until ordered in writing by the Engineer.
5-1.20 PAYMENTS. Attention is directed to Sections. 9-1.06, "Partial Payments," and 9-1.07,
"Payment After Acceptance," of the Standard Specifications and these special provisions.
No partial payment will be made for any materials on hand which are furnished but not incorporated in
the work.
5-1.21 FINAL PAYMENT. In addition to the conditions, provisions, and requirements of Article
9-1.07B, "Final Payment and Claims," of the Standard Specifications, the following shall apply:
The City may withhold funds, or because of subsequently discovered facts, nullify the whole or any part of any certificate for payment, to such extent as maybe necessary to protect the City from loss due to
causes including but not limited to the following:
a. Defective work not remedied;
b. Claims filed or information reasonably indicating probable filing of claims;
c. Failure of Contractor to make payment due for materials and/or labor;
d. Information causing reasonable doubt that the contract can be completed for any unpaid
balance;
e. Damages to another Contractor; and
f. Breach of any terms of this contract.
when. any and all such causes are removed, certificates shall be issued for amount withheld.
The fifth paragraph in Section 9-1.07B, "Final Payment and Claims," of the Standard Specifications is
amended to read:
The Director will make the final determination of any claims which remain in dispute after completion
of claim review. Aboard or person designated by said Director will review such claims and make
written recommendation thereon.
15
The City Engineer shall, after the completion of the contract, make a final estimate of the amount of
work done thereunder, and the value of such work, and the City shall pay the entire sum so found to be due after
deducting therefrom all previous payments and all amounts to be kept and all amounts to be retained under the
provisions of the contract. All prior partial estimates and payments shall be subject to correction in the final
estimate and payment. The final payment shall not be due and payable until the expiration of thirty (30) days
from the date the "NOTICE OF COMPLETION" is recorded at the County Recorder's Office and after execution and return by the Contractor of the attached GUARANTEE when applicable.
" It is mutually agreed between the parties to the contract that no certificate given or payments made
under the contract except the final certificate or final payment, shall be conclusive evidence of the performance
of the contract, either wholly or in part, against any claim of the party of the first part, and no payment shall be
construed to be an acceptance of any defective work or improper materials.
And the Contractor further agrees that the payment of the final amount due under the contract, and the
adjustment and payment for any work done in accordance with any alterations of the same, shall release the City,
the City Council, and the Engineer from any and all claims or liability on account of work performed under the
contract or any alteration thereof.
5-1.22 INCREASED OR DECREASED QUANTITIES. The word "compensation" in the
following paragraphs of the Standard Specifications is replaced with the words "unit price";
Third paragraph of Section 18-1.05, "PAYMENT".
Third paragraph of Section 24-1.11, "PAYMENT".
Tenth paragraph of Section 39-8.02, "PAYMENT".
5-1.23 HAZARDOUS MATERIALS. The Contractor shall be .held responsible for his workers
and subcontractor's well-being and their education of handling hazardous materials when hazardous materials are
encountered during this project.
5-1.24 HIGHWAY CONSTRUCTION E UIPMENT. Attention is directed to Q Section 7-1.01D, "Vehicle Code," and 7-1.02, "weight Limitations," of the Standard Specifications and these special
provisions.
Pursuant to the authority contained in Section 591 of the Vehicle Code, the Department has determined
that, within such areas as are within the limits of the project and are open to ublic traffi the Contractor shall P ~
comply with all the requirements set forth in Divisions 11, .12,13,14 and 15 of the Vehicle Code. Attention is directed to the statement in Section 591 that this section shall not relieve him or an erson from the du of
YP ty exercising due care. The Contractor shall take all necessary precautions for safe operation of his equipment and
the protection of the public from injury and damage from such equipment.
1b
SECTION 6 -CONTROL OF MATERIALS
6-1,01 GENERAL. Control of materials shall conform to the provisions in Section b,
"CONTROL OF MATERIALS," of the Standard Specifications and these special provisions.
At the option of the Engineer, the source of supply of each of the materials shall be approved by the Engineer before delivery is started and before such material is used in the work.
Representative preliminary samples of the character and quality prescribed shall be submitted by
the contractor or producer of all materials to be used in the work, for testing or examination as
desired by the Engineer.
All tests of materials furnished by the contractor shall be made in accordance with commonly
recognized standards of national organizations, and such special methods and tests as are prescribed in the specifications.
6-1,42 BORROW, DISPOSAL AND MATERIAL SITES. The operation of any
borrow or disposal sites used by the Contractor to produce or dispose of material for this
project shall comply with the requirements in the Standard Specifications and these special
provisions. All provisions for water pollution, and sound control that apply within the limits of
the contract shall apply to all borrow or disposal sites utilized by the Contractor.
Upon completion of the work, all such sites and haul roads shall be graded and treated so that,
at the time of final inspection of the contract, they will drain, will blend with surrounding
terrain, and will have a potential as a source of blowing dust or other pollution which is no
greater than when in their original condition.
If the Contractor obtains necessary permits for borrow, disposal or material sites from the authority having jurisdiction or from the appropriate pollution .control boards and such permits
contain requirements which conflict with the requirements in the first and second paragraphs of
this section, the requirements of the permits shall govern over the conflicting requirements of
this section provided the permit requirements have been approved by the Engineer.
. Full compensation for complying with the requirements for borrow, disposal and material sites
in this section shall be considered as included in the contract prices paid for the. items of work which require the use of the sites and no additional compensation will be allowed therefor.
6-1.43 CERTIFICATES OF COMPLIANCE. In accordance with Section 6-1.07,
"Certificates of Compliance," of the Standard Specifications, the Engineer may permit the use of
certain materials or assemblies, prior to sampling and testing, if accompanied by a Certificate of
Compliance.
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SECTION 7. CONSTRUCTION DETAILS
SECTION 7-1 GENERAL
7-1.41 ORDER OF WORK. Order of work shall conform to the provisions in Section
5-1.05, "Order of Work," of the Standard Specifications and these special provisions.
All striping removal shall be completed a muiimum of 2 days prior to signal being placed into u
operation. Pavement delineation shall be replaced by temporary delineation before opening the
traveled way to public traffic. Temporary delineation shall consist of reflective traffic line tape applied in pieces not less than 4 inches long nor less than 4 inches wide spaced no more than 10
feet apart on curve nor more than 20 feet apart on tangents. Reflective traffic line tape shall be
applied in accordance with the manufacturer's instructions. Temporary delineation shall be the
same color as the permanent delineation. Full compensation for temporary delineation shall be
considered as included in the prices paid for the contract items of work that obliterated the
existing delineation and no separate payment will be made therefor.
When initially installed, all vehicle and pedestrian signal faces shall be aimed and covered with
cardboard or other material with an observation hole (max. 1" dia.) in front of each signal
indication. The covers shall remain in place until all signal operations have been checked and
signal is placed into operation.
Prior to commencement of the traffic signal functional tests, all items of work related to the
signal control shall be completed and all signs shall be in place.
7-1.02 RELATIONS WITH THE STATE OF CALIFORNIA. The City has been issued a
permit for work within the State Highway right of way. However, prior to beginning work,the
Contractor shall obtain a permit in the Contractor's name. Any subcontractors which will do work
within State Highway right-of-way must be listed on the contractor's permit or they will be required
to obtain their own permit. The Contractor shall comply with all the provisions of said permit.
Full compensation for conforming to the requirements of this section shall be considered as included
in the prices paid for the various items of work and no additional compensation will be allowed
therefor.
7-1.03 OBSTRUCTIONS. Attention is directed to Section 8-1.10, "Utility and Non-Highway
Facilities," of the Standard Specification, the plans, and the special provisions.
The Contractor will be required to work around public utility facilities and other improvements that
are to remain in place within the construction area or that are to be relocated and relocation
operations have not been completed. In accordance with the provisions. of Article 7-1.11,
"preservation of Property," and 7-1.12, "Responsibility for Damage," of the Standard Specifications,
the Contractor will be liable to owners of such facilities and improvements for any damage or
interference with service resulting from conducting his operations. The exact location of
underground facilities and improvements within the construction area shall be ascertained by the Contractor before using equipment that may damage such facilities or interfere with the services.
Other forces maybe engaged in moving or removing utility facilities or other improvements or
maintaining services or utilities. The Contractor shall cooperate with such forces and conduct his
operations in such a manner as to avoid any unnecessary delay or hindrance to the work being
performed by other such forces.
Any delay to the Contractor due to utility relocation whether or not the utility is shown or correctly located on the plans will not be compensated for as idle time. However, additional contract time
18
commensurate with such delays may be allowed.
Prior to commencement of any phase of construction involving landscaping or irrigation systems, the
Contractor shall contact the City parks Division at 326-3117 for the purpose of ascertaining the
locations and current operational status of all landscape irrigation wiring, mainlines, laterals and
other f acilities.
Due care shall be taken to minimize damage to existing irrigation systems and plant materials. The
Contractor shall be responsible for repairing and reconnecting severed or damaged lines and/or
wiring and replacement of damaged plant material at his own cost. In the event of interruption of
irrigation operations due to damage by the Contractor, the Contractor shall be responsible for
maintaining the health of plant material in the area for the duration of imgation interruption.
Existing land subdivision monuments and stakes shall be fully protected from damage or displacement and they shall not be disturbed unless directed by City Engineer.
Attention is directed to the fact that nuisance water maybe present at all times along the project. It
will be the responsibility of the Contractor to provide for handling of said water and any expense
involved shall be considered as included in the prices paid for the various items of work and no
additional allowance will be made therefor.
Except in the case of extra work, full compensation for conforming to the requirements of this article
shall be considered as included in the prices paid for the various items of work and no additional
compensation will be made therefor.
7.1.44 MAINTAINING TRAFFIC. The Contractor shall furnish, install and maintain signs,
lights,.flags and other warning and safety devices when performing work which interferes with or
endangers the safe movement of traffic on any street or highway.
Signs, lights, flags and other warning and safety devices and their use shall conform to the
requirements set forth in the current "Manual of TrafficControls -Warning Signs, Lights, and Devices
for Use in Performance of Work Upon Highways," published by the State of California, Department
of Transportation. Application and use of devices shall be as specified and as directed by the
Engineer.
The Contractor shall keep the Bakersfield Fire Department informed at all times as to the exact
location and progress of the work and shall notify them immediately of any streets impassable for fire
fighting equipment.
The sixteenth and nineteenth paragraphs of Section 7-1.08, "Public Convenience," of the Standard
Specifications, shall be amended to read as follows:
Construction operations requiring lane closures shall be actively in progress only between the hours
indicated below, Monday through Friday, except legal holidays.
St_ree_t Direction Hours
Ming Avenue Both 8:30 a.m. and 4:30 p.m.
Castro Lane Both 8:30 a.m. and 4:30 p.m. Plant Road Both 8:30 a.m. and 4:30 p.m.
Wible Road Both 8:30 a.m. and 4:30 p.m.
Where construction operations are actively in progress, a minimum of one traffic lane
in each direction, not less than twelve feet in width, shall be open for use by public
19
traffic. Where construction operations are not actively in progress, all lanes shall be
open for use by public traffic. Public traffic may be permitted to use the shoulders
and, if half-width construction methods are used, may also be permitted to use the
side of the roadbed opposite to the one under construction. No additional
compensation will be allowed for any shaping of shoulders necessary for the
accommodation of public traffic thereon during paving operations.
In order to expedite the passage of public traffic through or around the work and
where ordered by the Engineer, the Contractor shall, at his own expense, furnish,
install and maintain construction area signs, lights, flares, temporary railing (Type K),
barricades, and other facilities for the sole convenience and direction of public traffic.
Also, where directed by the Engineer, the Contractor shall furnish competent flagmen
whose sole duties shall consist of directing the movement of public traffic through or around the work. When deemed necessary by the City, the signs "Road Construction
Ahead," No. C-18, and "End Construction," No. C-13, shall be furnished, installed and
maintained by the Contractor at locations as directed by the Engineer at least 48
hours in advance of any construction.
The Contractor shall report all accidents to the Engineer.
Full compensation for conforming to the requirements of this article shall be considered as included in
the prices paid for various items of work and no additional allowance will be made therefor.
7-1.05 TRAFFIC DELINEATION. Immediately after any construction where delineation
is obliterated or when directed by the Engineer, replace all obliterated pavement delineation
with temporary delineation during the same work period, and in no case later than 7:30 a.m.
following such work period.
Temporary delineation consists of reflective traffic line tape applied in pieces not less than 4
inches long nor less than 4 inches wide, spaced no more than 20 feet apart on tangents and no
more than 10 feet apart on curves. Apply reflective traffic line tape in accordance with the
manufacturer's instructions. Temporary delineation must be the same color as the permanent
delineation.
Remove temporary delineation applied to asphalt concrete patches immediately prior to
applying asphaltic emulsion tackcoat for asphalt concrete overlay.
A striping plan will be made available to the Contractor when traffic delineation is to be
modified by the City.
PAYMENT. Full compensation for traffic delineation shall be considered as included in the prices paid for the various items of work, and no separate payment will be made therefor.
7-1.06 EXISTING HIGHWAY FACILITIES. The work performed in connection with various
existing facilities shall conform to the provisions in Section 15, "Existing Highway Facilities," of the
Standard Specifications and these special provisions.
Full compensation for connecting to existing drainage and sewer facilities shall be considered as included in the contract price paid for various items of work and no additional allowance will be
made.
Existing City highway signs and street markers shall remain the property of the City. Such signs and
street markers shall be relocated and maintained during construction so as to convey the same intent
20
that existed prior to construction.
Existing City highway signs and street markers shall be placed in their permanent position by the
Contractor's forces prior to completion of construction. Signs removed from the project area shall be
delivered to the City Corporation Yard at 4101 Truxtun Avenue.
Full compensation for conforming to the requirements of this article shall be considered as included in
the prices paid for the various items of work and no additional allowance will be made therefor.
7-1.07 REMOVE DRAINAGE FACILITIES. Existing inlets, headwalls and endwalls,
where any portion of such structures is within 3 feet of the grading plane in excavation areas,
or within one foot of original ground in embankment areas, or where shown on the plans to
be removed, shall be completely removed and disposed of.
Removing drainage facilities will be paid for at the contract unit price each for Remove Inlet,
Headwall and Endwall.
7-1.08 ABANDON CULVERTS AND PIPE LINES. Existing culverts and utility pipe
lines, where shown on the plans to be abandoned, shall be abandoned in place or at the
option of the Contractor, the culverts and pipe lines shall be removed and disposed of. All
resulting openings into existing structures, that are to remain in place, shall be plugged with
commercial quality concrete containing not less than 470 pounds of cement per cubic yard.
Abandoning culverts and pipe lines in place shall conform to the following:
Culverts and pipe lines, shall be backfilled with 1 sack slurry cement which completely fills the pipe.
The ends of culverts and pipe lines shall be securely closed by a 0.5-foot thick tight fitting plug or wall of commercial quality concrete.
Full compensation for plugs, slurry cement, pipe removal, structure excavation, and backfill (including
sand backfill), shall be considered as included in the contract unit price paid for Abandon Pipeline,
and no additional compensation will be allowed therefor.
7-1.09 REMOVE PIPE. The work performed in connection with various existing facilities
shall conform to the provisions in Section 15, "Existing Highway Facilities," of the Standard Specifications and these special provisions.
.Existing drainage pipe line, where shown on the plans shall be removed and disposed of. All resulting
openings into existing structures, that are to remain in place, shall be plugged with commercial quality
concrete containing not less than 470 pounds of cement per cubic yard.
Removing pipe will be paid for at the contract lump sum price for Remove Pipe.
7-1.10 CLEARING AND GRUBBING. Clearing and grubbing shall conform to the provisions
in Section 16, "Clearing and Grubbing," of the Standard Specifications and these special provisions.
Clearing and grubbing shall be limited to those areas actually affected by the planned
construction as directed by the Engineer.
7-1.11 DUST CONTROL. It shall be the Contractor's responsibility to prevent a dust nuisance
from originating from the site of the work as a result of his operations, or the traveling public, during the effective period of this contract. Preventative measures to be taken by the Contractor shall include
but shall not be limited to the following:
21
1. Water shall be applied to all unpaved areas as required to prevent the surface from
becoming dry enough to permit dust formation.
2. Paved surfaces over which vehicular traffic is permitted to travel shall be kept free of
dirt.
Temporary suspension of the work, either as a result of order by the Engineer, or as a result of
conditions beyond the control of the Contractor shall not relieve the Contractor from his responsibility
for dust control as set forth herein.
PAYMENT. Full compensation for conforming to the requirements of this article shall be
considered as included in the prices paid for the various contract items of work and no
additional compensation will be allowed therefor.
7-1.12 EARTHWORK. Earthwork shall conform to the provisions in Section 19,
"Earthwork," of the Standard Specifications and these special provisions.
Section 4-1.05. "Use of Materials Found on the Work," of the Standard Specifications shall be
amended to read as follows:
Unless designated as selected material as provided in Section 19-2.07, "Selected Material," the
Contractor, with the approval of the Engineer, may use in the proposed construction such
stone, gravel, sand or other material suitable in the opinion of the Engineer as may be found
in excavation. The Contractor will be paid for the excavation of such materials at the contract
price for such excavation, but he shall replace at his expense with other suitable material all of
that portion of the material so removed and used which was contemplated for use in the work. The Contractor shall not excavate or remove any material from within the highway location.
that is not within the excavation, as indicated by the slope and grade lines, without written
authorization from the Engineer.
It is anticipated that there will be 0 cubic yards of surplus material which shall become the
property of the Contractor and shall be disposed of outside of the highway right of way in
accordance with the provisions of Section 7-1.13, "Disposal of Material Outside the Highway Right of Way," of the Standard Specifications.
When asphalt concrete is to be placed on the grading plane, the grading plane at any point
shall not vary by more than 0.05-foot above or below the grade established by the Engineer.
Section 19-3.062, "Slurry Cement Backfill," of the Standard Specifications is deleted and shall
not apply to this contract.
The relative compaction limits specified in the second paragraph of Section 19-5.03 "Relative
Compaction (95 Percent}," of the Standard Speci> ications are amended to the limits shown on the
plans and typical crosssections and shall be determined by: California Test Methods 216 or 231, or
ASTM (current edition} D1557 and one of the following D2922 or D1556. The subgrade must be
smooth, uniform and true to the required grade.
Impact equipment shall not be used in areas developed with buildings unless authorized by the
Engineer.
In areas where existing bituminous surfacing is to be placed in embankments within 2.0 feet of the
finished grade or where embankment is to be placed over existing bituminous surfacing within 2.0 feet
of finished grade, the surfacing shall be broken that no lumps greater than 3" in maximum dimension
22
m
remain.
The estimated quantity of roadway excavation shall be a final pay quantity in conformance with
Section 9-1.015 "FINAL PAY QUANTITIES" of the standard specifications.
7.1.13 HAZARDOUS WASTE IN EXCAVATION. If the Contractor encounters material in
excavation which he has reason to believe maybe hazardous waste, as defined by Section 25117 of the
Health and Safety Code, he shall immediately so notify the Engineer in writing. Excavation in the
immediate area of the suspected hazardous material shall be suspended until the Engineer authorizes
it to be resumed. If such suspension delays the current controlling operation, the Contractor will be
granted an extension of time as provided in Section 8-1.07, "Liquidated Damages," of the Standard
Specifications.
If such suspension delays the current controlling operation more than 2 working days, the delay will be
considered a right of way delay and the Contractor will be compensated for such delay as provided in
Section 8-1.09, "Right of Way Delays," of the Standard Specifications.
The Department reserves the right to use other forces for exploratory work to identify and determine
the extent of such material and for removing hazardous material from such area.
7-1.14 REMOVE TRAFFIC STRIPES AND PAVEMENT MARKINGS. Traffic
stripes and pavement markings to be removed will be as shown on plans and as designated by
the Engineer.
Traffic stripes and pavement markings shall be removed to the fullest extent. possible from the
pavement by any method that does not materially damage the surface or texture of the pavement or surfacing. Where blast cleaning is used for the removal of painted traffic stripes
and pavement markings, the area shall be shielded so that no material from the blasting
operation is allowed to enter the area that is open to public traffic. Sand or other material
deposited on the pavement as a result of removing traffic stripes and markings shall be
removed as the work progresses. Accumulations of sand or other material which might
interfere with drainage or might constitute a hazard to traffic will not be permitted.
Traffic stripes shall be removed before any change is made in the traffic pattern.
Blast cleaning for removal of traffic stripes shall be feathered out to irregular and varying
widths. Pavement markings shall be removed by blast cleaning a rectangular area, rather than
just lettering or markings, so the old message cannot be .identified.
After removal of traffic stripes and pavement markings, a fog seal coat shall be applied in
conformance with the provisions in Section 37, "Bituminous Seals," of the Standard
Specifications and the following.
In traffic stripe removal areas, the fog seal coat shall be applied over the traffic stripe removal
area and to irregular and varying widths with an average width of 2 feet on each side of the
blast cleaned traffic stripe removal area.
In pavement marking removal areas, the fog seal coat shall be applied to the blast cleaned
rectangular area.
Full compensation for furnishing and applying fog seal coat as specified herein shall be
considered as included in the contract price paid per square foot for removal of traffic stripe
23
and pavement marking and no separate payment will be made therefor.
Nothing in these special provisions shall relieve the Contractor from his responsibilities as
provided in Section 7-1.09, "Public Safety," of the Standard Specifications.
MEASUREMENT AND PAYMENT. Quantities of traffic stripe removed will be determined by the
width of the stripe plus 0.67-foot multiplied by the length of the stripe. The space between
double traffic stripes will be measured as painted traffic stripe. Quantities of pavement markings removed will be determined by the actual size of the rectangle measured in square
feet.
Removing of traffic stripes will be paid for at the contract unit price per square foot for the
actual area of authorized stripe removal.
The contract unit price per square foot for Remove Pavement Marking shall include full
compensation for furnishing aU labor, materials, tools, equipment, signs and for doing all work
necessary for removing existing striping as shown on plan and as directed by the Engineer.
7-1.15 REMOVE CONCRETE. Removing concrete shall conform to the provisions in
Section 15, "Existing Highway Facilities," lb, "Clearing and. Grubbing," and 19.1.04, "Removal
and Disposal of Buried Man-Made Objects," of the. Standard Specifications and these special provisions.
• Concrete removed shall be disposed of in accordance withthe provisions in Section 7-1.13,
"Disposal of Material Outside the Highway Right of Way," of the Standard Specifications.
MEASUREMENT AND PAYMENT. Full compensation for conforming to the requirements
of this article shall be considered as included in the various items of work and no additional compensation will be made therefor.
7-1.16 TRAFFIC STRIPES AND PAVEMENT MARKINGS. Traffic Stripes and
Pavement markings shall be thermoplastic and shall conform to Section 84-2, "'T'hermoplastic
Traffic Stripes and Pavement Markings," of the Standard Specifications, and these special
provisions.
The first sentence of Section 84-2.01 "Materials" shall be revised to read:
The thermoplastic materials shall conform to State Specification8010-21C-19.
MEASUREMENT. Traffic Stripes will be measured by the lineal foot of Striping Detail
specified. Striping Details are referenced in the bid items, the plans and the Standard Plans.
7-1.17 FINISHING ROADWAY. Finishing roadway shall conform to the provisions in Section
22, "Finishing Roadway," of the Standard Specifications and these special provisions.
In addition to the conditions, provisions and requirements of Section 22-1.01, "Description," of the
Standard Specifications, the following shall apply:
The Contractor shall remove, from all affected areas, whether inside or outside the project limits, all excess and/or objectionable material originating within the project limits and
transported by public traffic or by the Contractor's operations.
24
The Contractor may use any method, approved by the Engineer, that does not create a dust
problem to remove the excess and/or objectionable material from the affected areas. However, in residential areas, when a broom is used, aself-contained, pick-up type, power broom with
water distribution system shall be used.
The first paragraph in Section 22-1.03, "Payment," of the Standard Specifications, is amended to read:
Full compensation for furnishing all labor, materials, tools, equipment, and. incidentals, and
for doing all the work involved in finishing the entire project, including all ramps, connecting roads and streets, frontage roads, road approaches, and channelized intersections, whether
inside or outside the highway right of way, and all other areas, whether inside or outside the
project limits, affected by public traffic or by the Contractor's operations, all as shown on the
plans, and as specified in the Standard Specifications and these special provisions, and as
directed by the Engineer, shall be considered as included in various items of work and no
additional compensation will be made therefor.
7-1.18 AGGREGATE BASE. Aggregate base shall be Class 2 and shall conform to the
provisions in Section 2b, "Aggregate Bases," of the Standard Specifications and these special
provisions.
Aggregate base shall be compacted to 95% relative compaction. Compaction will be
determined by the following test methods: California No. 21b, California No. 231, or ASTM
(current edition) D1557 and one of the following D2922 or D1556.
For verification purposes, the tonnage of compacted aggregate base will be calculated from the
dimensions shown on the plans, adjusted by the amount of any change ordered by the .Engineer.
Full compensation for conforming to the requirements of this article shall be considered as in cluded
in the contract price paid per ton for Aggregate Base (Class 2).
7.1.19 ASPHALT CONCRETE. Asphalt concrete shall be 'I~pe B and shall conform to the
provisions in Section 39, "Asphalt Concrete," of the Standard Specifications and these special provisions.
Asphalt concrete shall be produced from commercial quality asphalt and aggregates. The
spreading and compacting requirements in Sections 39-6.02, "Spreading," and 39-6.03,
"Compacting," of the Standard Specifications will not apply.
The asphalt concrete shall conform to the following requirements:
1. .Asphalt concrete shall be produced at a central mixing plant.
2. Aggregate shall conform to the 1/2 inch maximum medium grading specified in Section
39-2.02, "Aggregate," of the Standard Specifications.
3. The amount of asphalt binder to be mixed with the aggregate shall be between 5.0 percent and b.5 percent by weight of the dry aggregate as determined by the Engineer. The fourth
through the seventh paragraphs in Section 39-3.03, "Proportioning," of the Standard
Specifications shall not apply.
_ 4. Asphalt concrete shall be spreadwith aself-propelled spreader ready for compaction without
further shaping.
5. Compaction shall be performed with a tandem roller weighing not less than 8 tons.
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0
b. The finished surface shall meet the straightedge requirements of Section 39•b.03,
"Compacting," of the Standard Specifications.
Where new asphalt concrete pavement is to conform to existing paved surfaces, the existing pavement
shall be saw cut.
7.1.20 ASPHALT CONCRETE TRENCH PATCH. All cuts in bituminous pavement shall be patched in accordance with City Standard S-b, "Patch in Asphalt Concrete Surf ace Less than 3" in
Thickness," and these special provisions. Irrespective of thickness of existing pavement, the trench
patch shall consist of 4 inches of asphalt concrete, Type B, over b inches of Class 2 aggregate base,
over backfill. Relative compaction of not less than 95% shall be obtained for a minimum depth of 1.5
feet below the finished grade.
MEASUREMENT. Asphalt Concrete Trench Patch will be measured in linear feet along the centerline
of the pipe and such measurement shall equal the length of pipe installed in areas requiring trench
patch. Trench patch extending beyond the end of pipe will not be included in the length of trench
patch to be paid for .
PAYMENT. Asphalt Concrete Trench Patch {18" Pipe} will be paid for at the contract unit price per
lineal foot which price shall include full compensation for furnishing all labor, materials {including aggregate base and asphalt concrete), tools and equipment and for doing all the work involved in
constructing trench patch as specified including sawcutting existing pavement.
7-1.21 SA'V~CUT ASPHALT CONCRETE PAVEMENT. Where new asphalt concrete is to
conform to existing asphalt concrete, the existing asphalt concrete shall be saw cut to a neat line. The
depth of cut shall be sufficient so that damage to adjacent asphalt concrete, which is to remain in
place, will not occur during excavation operations.
The Contractor shall conduct his operations so as not to damage the integrity of the edge of the saw
cut pavement. Any damage to the saw cut edge will be corrected by the Contractor by additional
cutting prior to the start of paving operations.
Full compensation for conforming to the requirements of this sub-article shall be considered as
included in various items of work and no additional allowance will be made therefore.
7-1.22 INSTALLATION OF PIPE LINES. All pipe shall be carefully installed to the
proper lines and grades.
BRACING AND SHORING. Excavation shall be supported as set forth in Section 5.1.08 of these
special provisions, and in the rules, orders, and regulations of the State Division of Industrial Safety.
If the Contractor desires to deviate from the safety orders, he shall submit data by a registered civil engineer to the State Division of Industrial Safety, justifying the alternate procedures to be used.
Failure to comply with any of these rules, orders and regulations shall be sufficient cause for the State
Division to immediately suspend all work. Compensation for losses incurred by the Contractor by
such an emergency suspension shall not be allowed. During backfilling, the bottom of the shoring
shall be kept above the level of the backfill at all times.
Section 6422 of the California Labor Code required the Contractor to submit to the Engineer a detailed plan, drawing the design of shoring, bracing, sloping or other provisions to be made by the
Contractor for the purpose of worker protection from the hazard of caving ground during the
excavation of trenches necessary for the construction of the project. If such plan varies from the
shoring system standard established by the Construction Safety Orders, the plans shall be prepared
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and certified by a registered civil or structural engineer; however, use of systems that are less effective
than those required by the Construction Safety Orders is prohibited on this project.
Nothing in this requirement, or within Section 6422 of the Labor Code, shall be construed to impose
tort liability to the Owner, City, or Employees.
BEDDING AND BACKFILL. All work shall conform to the applicable sections of the "Standard Specification," dated July,1992. Bedding class shall be Class I, II or Class iII as grouped by A,S'I'M
D-2321.
Backfill materials in the pipe zone shall be placed in layers not to exceed twelve inches (12"),
simultaneously, on each side of the pipe, in such a manner as not to damage or disturb the pipe or its
alignment and grade.
Backfill material above the pipe zone shall be free of deleterious materials and lumps or stones
exceeding three inches (3") in greatest dimension and shall be placed in layers not exceeding eighteen
inches (18"). Each layer shall be thoroughly compacted by vibratory or mechanical tamping, or by a
combination of these methods. Flooding and jetting shall not be allowed. There must be at least one
foot of cover over the pipe before compaction above the pipe zone will be allowed.
Imported bedding and backfill material shall be obtained, and any excess bedding and backiill material shall be disposed, by any legal means at the disposal of the Contractor.
ACHIEVING FIRM BEDDING BELOW PIPE SPRINGLIKE. Contractor shall provide "firm bedding"
support for the pipe below the springline. Firm bedding means that the pipe must rest on the
granular material specified previously in the Specifications.
Bell or coupling holes shall be carefully excavated at proper intervals, so that no part of the load is
supported by the bells or couplings. During bedding and backfilling, consolidation of material around
-and under bells and couplings shall be avoided.
Contractor shall shovel-splice or hand tamp bedding in the haunch areas, as this will minimize voids
beneath the pipe and in the haunch areas. Shovel-slicing or hand tamping shall be done before the
bedding is brought up to the quarter point of the pipe.
INITIAL BACKFILL. "Bedding Material" as specified by ASTM 2321-8 shall be used in the pipe zone
for initial backfill. After the pipe has been properly laid and inspected, initial backfill shall be placed
on both sides and over the pipe to such a depth that, after thorough consolidation, the final depth
shall be at least to the elevation shown on the plans. The material shall be consolidated by vibratory
or .mechanical tamping and the equipment and manner of tamping must be approved in writing by the
Engineer prior to commencing operation. Impact equipment maybe allowed under the direction of the Engineer. However, the Contractor is responsible for any damage resulting from the use of this
equipment. Hydra-Hammer will not be permitted. .
SUBSEQUENT BACKFILL. Above the level of initial backfill, the trench maybe backfilled with
native material with native material resulting from trench excavation, or at the option of the
Contractor, select imported materials maybe used. Native material or imported material maybe
compacted by tamping and/or rolling, using equipment and methods approved by the Engineer.
When the Contractor compacts by tamping and/or rolling, the backfill material shall be placed in
layers not exceeding eight inches (8") in loose depth, each layer being thoroughly compacted by
tamping and/or rolling before succeeding layers are placed.
Compaction of subsequent backfill within 2-1/2 feet of finished permanent surfacing grade shall be
accomplished by tamping and/or rolling as specified above.
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Subsequent backfill placed by tamping and/or rolling shall be free from stones or lumps exceeding three inches (3") in greatest dimensions, vegetable matter, or other unsatisfactory materials.
In no case shall jetting be allowed for backfill compaction within the street. When approved by the
Engineer, jetting may be used in landscaped areas.
BACKFILL TESTING AND COMPACTION. Testing of backfill materials and compaction shall be in
accordance with the tests listed in Section 19-1.01 of the "Standard Specifications", State of California, Department of Public Works, Division of Highways. Each layer of backfill material shall meet the
compaction, sand equivalent, and gradation requirements before the next layer is placed.
Each layer of backfill shall be thoroughly compacted to the relative compaction of not less than is
shown on City Standard 5-39, and shall be determined by California Test Methods 216 or 231, or
ASTM (current edition) D1557 and one of the following D2922 or D155b.
If the relative compaction, as determined by testing, fails to meet the specified percentage, the trench
shall be re-excavated and recompacted.
The initial compaction test and one retest, for each location, will be paid for by the City. The
Contractor shall pay for any subsequent tests.
PIPE LAYING. No pipe shall be laid until the Engineer inspects and approved the condition of the bottom of the trench. Pipe shall be installed in strict accordance with the
manufacturer's recommendations.
Pipe laying shall begin from the downstream end of the storm drain or as directed by the
Engineer. Pipe laying shall proceed with each piece laid true to line and grade, and in such a
manner as to form a close concentric joint with the adjoining pipe and to prevent sudden offsets in the flow line. As the work progresses, the interior of the pipe shall be cleared of all
dirt and debris of every description. Pipe shall not be laid when the condition of the trench or
the weather is unsuitable. At times when work is not in progress, open ends of pipe and
fittings shall be closed.
With belled end pipe, bell holes shall then be excavated at each joint to facilitate the joint
operations, and shall be only of sufficient size for that purpose. In order that bell .holes may be properly located, not more than six (6) holes shall be excavated ahead of actual pipe laying,
on account of the variations in joint construction operations.
CUTTING PIPE. The Contractor shall perform all work of cutting pipe and special castings
necessary to the assembly, erection, and completion of the work. All pipe shall be cut to fit
accurately, with smooth edges and faces. The Contractor shall be responsible for the
correctness of cutting and no additional compensation will be allowed for any materials which are damaged or incorrectly cut.
CLEANING PIPE LINES. Care shall be exercised in laying of pipe lines to exclude dirt and
any other foreign materials. When pipe laying is interrupted, as at night, the pipe ends shall
be suitably closed. Upon completion, and before placing into service, all lines shall be flushed
and balled to remove any dirt or foreign material which would clog pumps, equipment, spray
heads, etc.
The Contractor shall make provisions for preventing foreign material form being flushed into
an existing storm drain line.
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i
TEMPORARY PAVING. Temporary trench patching in conformance with this section shall be
constructed at all street crossing locations within 24 hours after backfilling.
The material used for temporary trench patch shall be 0.20' cold premix materials (SC•25o).
Full compensation for temporary pavement patches including full payment for all materials, labor,
equipment and incidentals required to place the materials in accordance with the Plans and
Specifications shall be considered as included in various items of work and no additional com ensation
P will be allowed therefor.
No additional compensation will be made if an adjustment, when directed by the Engineer, of as much
as one foot is made to the elevations of the pipe flowline.
MEASUREMENT AND PAYMENT. Full compensation for conforming to the requirements of this
article shall be considered included in the contract price paid for 18" Reinforced Concrete Pipe (Class
III, Rubber Gasket Joint) or Plastic Pipe and no additional compensation will be allowed therefor.
7-1.Z3 CONCRETE STRUCTURES. Portland cement concrete structures shall
conform to the provisions in Section 51, "Concrete Structures," of the Standard Specifications and these special provisions.
MEASUREMENT AND PAYMENT. Full compensation for furnishing and installing metal frames and
covers or frames and grates and all other work involved in constructing minor concrete (minor
.structure) shall be considered included in the price paid for each structure. Which price shall include
connecting existing pipe to new junction boxes, or new pipe to existing junction boxes.
7.1.24 ROADSIDE SIGNS. Roadside signs shall conform to the provisions in Section Sb-2, "Roadside Signs," of the Standard Specifications and these special provisions.
Miscellaneous roadside signns shall conform to City Standard T•19. Where sign posts are
placed within concrete sidewalk the sidewalk shall be core drilled. Roto hammering or other
similar methods will be permitted provided that the perimeter of the damaged area is sawcut
to the limits required to form a neat finish as directed by the Engineer. Signs shall be installed
as shown on the .plans. Sign panels shall be mounted on posts with Hawkins M2G series bolt and vandal proof nut assembly or equal. Roadside signs intallled per Std. t-19 shall be located
within sidewalk 6" from back. Signs mounted on signal or other poles shall be attached with
stainless steel strap and vandal proof bolt and nut assemb~r.
W rnin and Regula_tory suns panels shall be mounted on posts with
Hawkins M2G series bolt and vandal proof nut assembly or equal. Roadside
signs installed per Std. T-19 shall be located within sidewalk 6" from back. Signs mounted on signal or other poles shall be attached with stainless steel
strap and vandal proof bolt and nut assembly.
MEASUREMENT AND PAYMENT. Miscellaneous roadside signs shall be paid for at the
contract per unit for Roadside Sign (GSP Post).
Installation of one or more sign panels mounted on a single post shall be counted as one roadside sign (GSP Post}.
7-1.25 OVERHEAD SIGNS. Overhead signs shall conform to the applicable provisions
in Section 56, "Signs," of the Standard Specifications and these special provisions.
Mast-arm han~ ers for street name signs will be furnished and installed by the
City.
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Street name si mgns will be furnished and installed by City of
Bakersfield using mast-arm hanger methods such as Hawkins
MIOJ Series swinging sign bracket, with return spring
removed, or acceptable equal.
Overhead signs installed on signal poles, mast-arms or on flashing beacon mast-arm shall be
furnished and installed by the Contractor in accordance with the plans and these special
provisions. Compensation for overhead signs shall be considered included in the respective
contract lump sum price or prices for signal, flashing beacon, or combination thereof.
7-1.26 REINFORCED CONCRETE PIPE. Reinforced concrete pipe shall conform to
the provisions in Section 65, "Reinforced Concrete Pipe," of the Standard Specifications and
these special provisions.
Except as otherwise designated by classification on the plans or in the specifications, joints for culvert
and drainage pipes shall conform to the plans or specifications for standard joints.
Hydrostatic tests specified by Section b5-1.08 "Laying Siphon and Pressure Pipe," of the Standard
Specifications will not be required.
Reinforced concrete pipe shall have rubber gasketed joints conforming to Section 65-1.06B, "Rubber
Gasketed Joints," of the Standard Specifications.
7-1.27 PLASTIC PIPE. Plastic pipe shall, conform to the provisions in Section 64,
"Plastic. Pipe", of the .standard specifications and these special provisions.
Series 10 permalock storm drain pipe will not be accepted.
No additional compensation will be made if an adjustment, when directed by the Engineer, of
as much. as one foot is made to the elevation of the pipe flowline.
GASKETS. Gaskets shall meet the requirements of ASTM F477 and be molded into a
circular form or extended to the proper section and then spliced into circular form and shall
be made of a properly cured high grade elastomeric compound. The basic polymer shall be natural rubber, synthetic elastomer or a blend of both. The lubricant used for assembly of
gasket joints shall have no detrimental effect on the gasket or on the pipe. Contractor shall
have the manufacturer furnish a certificate of conformance to these specifications.
MANHOLE CONNECTION (PLASTIC). Manhole connections shall include sealing gaskets
similar to join gaskets or apre-formed, self-bonding, self-sealing plastic gasket recommended
by the pipe manufacturer and approved by the Engineer.
DEFLECTION MEASUREMENT OF PLASTIC PIPE. 30 days after completion of plastic
pipe installation the Contractor shall measure pipe deflection bypulling a go-no-go S%
mandrel. The mandrel diameter will be calculated using the following formula:
Mandrel Diameter =Base Pipe I.D.-(Y/100 x Base Pipe I.D.)
Where Y =Allowable Deflection in % (S%} Base I.D. =Actual inside pipe diameter (provided by pipe manufacturer)
The mandrel shall have an odd number of vanes with (7) minimum. Any section of installed
pipe that fails the mandrel test shall be excavated, re-backfilled, recompacted and retested
30
until the mandrel test can be passed. Rerounding will not be allowed.
HANDLING OF MATERIALS. All pipe, fittings, specials and castings must be carefully
handled at all times. Only suitable and proper equipment and appliances shall be used for the
safe loading, hauling, unloading, handling and placing of materials. Special care shall be
exercised so that preformed resilient joints on pipe and fittings will not be damaged. Any
pipe or fitting with a joint damaged or flattened will cause that pipe or fitting to be rejected.
7-1.28 MISCELLANEOUS CONCRETE CONSTRUCTION. Portland cement
concrete curbs and gutters, sidewalks, wheelchair ramps, and miscellaneous construction shall
conform to the provisions in Section 73, "Concrete Curbs and Sidewalk," of the Standard
Specifications and these special provisions.
MEASUREMENT AND PAYMENT. Quantities of Minor Concrete ('I~pe "A" Curb and Gutter) shall be paid for at the contract price per linear foot. Payment quantity shall be the
actual lengths in the field, including breakdowns for wheelchair ramps and driveways.
Quantities of Minor Concrete (Sidewalk) shall be paid for at the contract price per square
foot.
Quantities of minor concrete used in wheelchair ramp construction shall be considered as minor concrete (sidewalk) and paid for at the contract price per square foot of Minor
Concrete (Sidewalk); which price shall include full compensation for excavation and removal
of existing wheelchair ramps as shown on the plans.
7-1.29 BLOCK WALL (MASONRY BLOCK}. Block wall (masonry block), consisting
of a reinforced hollow unit masonry block stem, shall conform to the provisions in Sections 19,
"Earthwork," 52, "Reinforcement," and 90, "Portland Cement Concrete," of the Standard Specifications and these special provisions.
Block wall masonry unit stems shall be constructed with joints of portland cement mortar. Wall stem
construction shall be as shown on the plans and shall be hand laid block.
All loose material existing at the bottom of the hole after drilling operations have been completed
shall be removed to the depth of dowel shown on the plans before placing concrete in the hole.
Concrete masonry unit construction shall be true and plumb in the lateral direction. Bond beam units
or recesses for horizontal reinforcement shall be provided.
Mortar joints shall be approximately 318 inch wide. Cells to be flilled with grout shall be full bedded in
mortar to prevent leakage of grout.
Construction joints shall be made in grout when the placing of grout in grout filled cells is stopped for
more than one hour. The construction joint shall be 1/2 inch below the top of the last course filled
with grout.
Bond beams shall be continuous.
When fresh masonry joins masonry that is partially or totally set, the contact surface shall be cleaned, roughened and lightly wetted.
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Where masonry unit cutting is necessary, all cuts shall be made with a masonry saw to neat and true
lines. Masonry units with excessive cracking or chipping of the finished exposed surfaces will not be
acceptable.
Masonry shall be protected as provided for concrete structures in Section 9o-S, "Protecting Concrete,"
of the Standard Specifications and these special provisions.
Splashes, stains or spots on the exposed f aces of the wall shall be removed.
PAYMENT. Block Wall Modification will be paid for at the contract lump sum price for Block
Wall Modification.
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SECTION 7-2 TRAFFIC SIGNALS AND LIGHTING
7-Z.O1 DESCRIPTIONS. Furnishing, installing and modifying traffic signals and highway
lighting and payment therefor shall conform to the provisions in Section 86, "Signals and
Lighting," of the Standard Specifications and these special provisions.
Traffic signal work is to be performed at the following locations:
1) Location "A", Ming Avenue at Castro Lane.
2) Location "B", Planz Road at Wible Road.
7-Z.OZ FOUNDATIONS. Foundations shall conform to the provisions in Section 86-2.03,
"Foundations," of the Standard Specifications and these special provisions.
The Contractor shall furnish the anchor bolts, nuts and washers to be used for new
foundations and shall furnish the appropriate nuts and washers for existing foundations to be
reused.
When foundations are to be abandoned as shown on the plans the last paragraph of Section
86-2.03, "Foundations", shall be amended to read:
When foundations are to be abandoned, the top of foundation, anchor bolts, and conduits
shall be removed to a depth of not less than 3-feet below the surface of sidewalk or
unimproved ground. The resulting hole shall be backfilled with material equivalent to the surrounding material.
7-Z.03 CONDUIT. Conduit shall conform to the provisions in Section 86-2.05, "Conduit,"
of the Standard Specifications and these special provisions.
Conduits maybe installed by either jacking/drilling or open trench methods. Installation using
jacking or drilling shall conform to Section 86-2.OSC, "Installation," of the Standard
Specifications. Open trench installation shall conform to the following specifications:
1. Conduit shall be rigid non-metallic type. Conduit shall be placed under existing pavement in a
trench not to exceed 6 inches in width. Trench shall be cut using a rock .saw and all loose
uncompacted material shall be removed from the bottom of the trench prior to placement of
conduit. The trench shall have a minimum depth of 18 inches below finished grade.
2. The conduit shall be placed in the bottom of the trench and the trench shall be backfilled with
a one (1) sack slurry cement backfill. Slurry cement backfill shall be placed to within 0.20 feet
of the pavement surface. The top 0.20 feet shall be backfilled with asphalt concrete produced
from commercial quality paving asphalt and aggregates.
3. Prior to spreading asphalt concrete, paint binder shall be applied as specified in Section
39-4.02, "Prune Coat and Paint Binder," of the Standard Specifications. Spreading and compacting of asphalt concrete shall be performed by any method which will produce an
asphalt concrete surface of uniform smoothness, texture, and density.
4, All excavated areas in the pavement shall be backfilled by the end of each work day.
Temporary roadmix or other acceptable temporary surface will be allowed on the top 0.20 feet
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until such a time as the permanent asphalt surface is placed.
Dependent upon adverse soil conditions or other circumstances encountered at the tune of
construction, the Engineer may specify which of the above methods may be used.
7-Z.04 PULL BOXES. Pull boxes shall conform to the provisions in Section 86-2.06, "Pull
Boxes," of the Standard Specifications and these special provisions.
Recesses for suspension of ballasts will not be required.
7-Z.05 CONDUCTORS AND WIRING. Conductors and wiring shall conform to the
provisions in Section 86-2.08, "Conductors," and Section 86-2.09, "Wiring," of the Standard
Specifications and these special provisions.
CONDUCTORS -The Contractor shall use multi-conductor
electrical cables for all circuits except between the service switch and controller cabinet.
Conductors shall be spliced by the use of "C" shaped compression connectors as shown on
Standard Plan ES 13.
Splices shall be insulated by "Method B."
7-Z.06 SERVICE. Service shall conform to the provisions in Section 86-2.11, "SERVICE", of the Standard Specifications and these special provisions.
Unless otherwise noted, service shall be as shown on the plans (Plant Road at Wible Road}
and shall be furnished with 60 amp, 240 volt, 3 pole main breaker and the following branch
circuit breakers:
No. Amps Phase, Volts Br- Me=
1 50 1 110 Traffic Signal Yes
2 20 1 110 Lighting No
The Engineer will arrange with the serving utility to complete service connections to service points
shown on the plans and will pay all required costs and fees required by the utility.
7-Z.07 TESTING. Testing shall conform to the provisions in Section 86-2.14, "Testing," of the
Standard Specifications and these special provisions.
The signal shall not be placed in flashing mode, with signal faces uncovered, prior to Functional Testing.
FUNCTIONAL TESTING. All functional testing shall conform to the provisions is Section 86-2.14C
"Functional Testing," of the Standard Specifications and the following paragraph:
Functional test period is included in the number of working days to complete the project as described in
SECTION 4, "BEGINNING OF WORK, TIME OF COMPLETION AND LIQUIDATED DAMAGES" of
these special provisions.
7-Z.08 SIGNAL FACES AND SIGNAL HEADS. Signal faces, signal heads and auxiliary
equipment, as shown on the plans, and the installation thereof, shall conform to the provisions in
Section 86-4.01, "Vehicle Signal Faces;' 86-4.02, "Directional Louvers," 86-4.03, "Backplates" and 86-4.06, "Signal Mounting Assemblies, " of the Standard Specifications and these special provisions.
34
Housing, visors, directional louvers and backplates shall not be structural plastic.
All lamps for traffic signal units shall be furnished by the Contractor.
All signal faces shall be provided with 12-inch sections.
The fourth sentence of the first paragraph of Section 86-4.06, "Signal Mounting Assemblies," of the
Standard Specifications, shall be amended to read as follows:
Post top slip-fitters and terminal compartments shall be cast bronze or hot-dip galvanized ductile
iron.
7-Z,09 PEDESTRIAN SIGNALS. Pedestrian signals shall conform to the provisions in Section
86.4.05, "Pedestrian Signal Faces," of the Standard Specifications and these special provisions.
Type G. Each Type G pedestrian signal shall consist of a housing with front screen, a message plate and two light sources, each consisting of luminous tubing and power supplies for the luminous tubing.
The message plate shall be 1 j8 inch nominal thickness ultraviolet-stabilized, prismatic-patterned
polycarbonate plastic; 3/16 inch nominal thickness hammered wire-glass; or 3/16 inch nominal
thickness ultraviolet-stabilized, prismatic-patterned acrylic plastic. The message plates shall have a flat-black surface over the entire projected area except where the symbols are located. The material
used to mask the message plate shall be hard and durable and shall bond such that it will not flake
or peel when the message plate is in use or is washed. The symbols shall be the only illuminated
portion of the message plate.
The message plate shall be sealed to a polycarbonate case to form a dust tight and weatherproof
module. The module shall contain and properly support the luminous tubing and power supplies.
Each light source shall have a separate power supply. Each power supply shall require less then 36
watts with a power factor of not less than 90 percent over a range of input voltages from 105 to 130,
at a frequency of 60 ± 1 Hz.
Each symbol shall be not less than 11 inches high and not less than 7 inches wide.
Pedestrian signals shall have front screens conforming to the provisions in Section 86-4.OSB, "Front
Screen", of the Standard Specifications.
7-Z,10 LUMINAIRES. Luminaires shall conform to the provisions in Section 86-6.01, "High
Intensity-Discharge Luminaires," of the Standard Specifications and these special provisions.
Luminaires shall be furnished with high pressure sodium lamps and integral ballasts with lamp
wattage as shown on the plans.
An in-line fuse shall be located in the pull box.
7-Z.11 PHOTOELECTRIC CONTROLS. Photoelectric controls shall conform to the
provisions in Section 86-6.07, "Photoelectric Controls", of the Standard Specifications and these
special provisions.
Each luminaire shall be provided with a Type IV photoelectrical control.
7-Z.12 CONTROLLERS, CABINETS AND AUXILIARY EQUIPMENT. The City will
35
furnish the controller and cabinet assembly for each location. The central pad on the Foundation Detail in State Standard Plan ES-4B shall be increased from a height of 3.5" to a height of 12".
7-1.13 DETECTORS. Detectors shall conform to the provisions in Section 86-5, "Detectors," of
the Standard Specifications and these special provisions. Location and layout of detector loops shall
be as directed by the Engineer.
CONSTRUCTIQN MATERIALS:
Loop detector lead-in cables shall conform to the provisions in Section 86-S.OlA (4}, "Construction
Materials," of the Standard Specifications and these special provisions.
Loop detector lead-in cables shall be Type B, and shall conform to the following:
Loop wires in the pull box shall be twisted at a muumum rate of 5 turns per foot, and the splice must be
soldered and completely waterproof. Connect one end of the shield to earth ground (at cabinet) and . insulate the other end with no possible path to earth ground.
All spade connectors used to attach to terminals inside the controller cabinet shall be crimped and
soldered to the conductor.
or Loop detector lead-in cable shall be Type D where shown on Plans or at the discretion of the
Contractor, and shall conform to the following:
Type Dlead-in cable shall consist of 4 No.18 stranded copper conductors with color coded
. polypropylene insulation (red-green and black-white). The conductors shall be twisted together with
6 turns per foot and protected with an aluminized polyester shield. The cable shall be provided with
a high density polyethylene outer jacket with a nominal thickness of 0.032-inch. An amorphous
interior moisture penetration barrier shall be provided. The 4-conductor .cable shall be less than 1/4" in diameter. Splices in the loop detector lead-in cable will not be permitted unless indicated on the
plans.
INSTALLATION DETAILS: Installation details shall conform to the provisions in Section 86-5.01A
. (5}, "Installation Details," of the Standard Specifications and these special provisions.
. Slots cut in the pavement shall be blown out and dried before installing inductive loop detectors.
After conductors are installed in slots cut in the pavement, the slots shall be filled with epoxy sealant
conforming to the requirements in Section 95-2.09, "Epoxy Sealant for Inductive Loops," to within 1/8
inch of the pavement surface. The sealant shall be at least 1/2inch 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.
In lieu of the epoxy sealant specified above, slots may be filled with either of the following materials:
1. An elastomeric sealant conforming to Section 86-5.01A (S) of the Standard Specifications.
2. Asphaltic Emulsion Inductive Loop Sealant conforming to Section 86-5.01A (S) of the Standard
Specifications.
Identification of each conductor pair shall consist of labeling the phase and detector slot number {e.g.
- 6J2L, 8J8U, 3ISU, etc.) in permanent ink on a tag suitable for such purposes (Stuart Electric Ty Rap,
Catalog No. TY5532 or approved equal).
36
.
Detector loops in concrete pads shall be sealed with epoxy sealant.
7-2.14 GU E. The Contractor shall furnish a written guarantee to the City on the form
attached, guaranteeing all systems, except traffic signal lamps, installed under this contract for a period
of one (1) year from the date of acceptance of the work. The guarantee, properly executed, shall be
filed with the City before notice of completion and final acceptance is made by the City of the work
described on the plans and these special provisions.
7-2.15 PAYMENT. Payment for signals and lighting shall conform to the provisions in Section
86-8, "Payment", of the Standard Specifications and these special provisions.
Full compensation for cast-in-drilled hole concrete pile foundations shall be considered as included in
the contract lump sum price paid for Traffic Signal and Lighting System and no separate payment will
be made therefor.
7-2.16 TRAFFIC SIGNAL INTERCQNNECT
Signal Interconnect Cable shall be twelve conductor cable conforming to the provisions in Section 86- 2.08E, "Signal Interconnect Cable," of the Standard Specifications and these special provisions.
PAYMENT. Full compensation for installing traffic signal interconnect including conduit, cable,
modem, wiring, pull boxes, sidewalk replacement, excavation, trenching, backfilling and pavement
patching shall be considered as included in the contract price paid per lineal foot of Interconnection,
Conduit and. Conductor, and no separate payment will be made therefor.
37
STATE OF CALIFORNIA
• Specification
Asphaltic Emulsion Inductive Loop Sealant .
L
1.0 SCOPE
This specification covers a one component, pourable sand filled, asphaltic emulsion for use in sealing
inductive wire loops and leads imbedded in asphalt and portland cement concrete. This sealant is
suitable for use in freeze-thaw environments.
2.0 APPLICABLE SPECIFICATIONS '
The following specifications, test methods and standards in effect on the opening date of the Invitation
to Bid form a part of this specification where referenced:
American Society for Testing and Materials D2939, D2523
California Test Method No. 434
• California Department of Transportation Standard Specifications 1988
State of California Specification 8010-XXX-99 Inspection, Testing and Other Requirements for Protective Coatings
Code of Federal Regulations, Hazardous Materials and Regulations Board, Ref. 49CFR.
3.0 REQUIREMENTS
3.1 Composition
The composition of the loop sealant shall be a sand filled, pourable, water emulsified bitumen. It will
be the manufacturers responsibility to produce aone-component product to meet the properties
specified herein.
3.2 Characteristics of the Sealant
3.2.1 Residue by evaporation, weight percent 70 M~tumum
Use ASTM D2939
3.2.2 Ash content, weight percent SO to b5
Use ASTM D2939
3.2.3 Firm set time, hours, 4 maximum test at one hour intervals, use ASTM D2939
3.2.4 Brookfield viscosity, Poise 50 to 125
RVT Spindle #3,10 RPM at 75 + 2"F.
3.3 Properties of the Dried Film
38
3.3.1 Flexibility, No full depth Use ASTM D2939, except air dry specimens to cracks
constant weight at 75 + Sdeg.F, and 50 +
10% relative humidity. Condition mandrel and
specimens 2 hours at 75 + 2deg.F. before test.
Use aluminum panels, 0.03 inches thick
(Q panel or equal).
3.3.2 Tensile Strength, psi, ~ 20 muiimum
cast sheets 0.25 inches thick and air dry at
75 + Sdeg.F, SO + /-10% relative humidity
for muumum of 16 hours. Load rate 0.05
inches/minute, use ASTM D2523.
3.3.3 Elongation, % 2.0 minimum Same conditions as 3.3.2 use ASTM D2523 .
3.3.4 Slant-shear strength to concrete, psi, 150 muiimum,
Use California Test Method No. 434, Part VIII. Space with no loss
damp ,blocks with 0.25 inches between slant faces, seal of adhesion to
sides and bottom with tape and fill with the well stirred concrete
sample, strike off the excess. Dry in 140deg.F oven to constant weight and condition 1 day at 75 + 2deg.F before
testing. Load rate to be 50()O lbs/minute.
. 3.3.5 Resistance to water No blistering,
Use ASTM D2939, Alternative B re-emulsification
or loss of adhesion
3.4 Workmanship
3.4.1 The sealant shall be properly dispersed and any settling shall be easily redispersed with muumum
resistance to the sideways manual motion of a paddle across the bottom of the container. It shall form
a smooth uniform product of the proper consistency. If the material cannot be easily redispersed due
to excessive settlement as described above or due to any other cause, the sealant shall be considered . unfit for use.
3.4.2 The .sealant shall retain all specified properties under normal storage conditions for 12 months after
acceptance and delivery. The vendor shall be responsible for all costs and transportation charges
incurred in .replacing material that is unfit for use. The properties of any replacement material, as
specified in Paragraph 3.0, shall remain satisfactory for 12 months from date of acceptance and
delivery.
3.4.3 The sealant shall comply with all air pollution control rules and regulations within the State of
California in effect at the tune the sealant is manufactured.
4.0 QUALITY ASSURANCE PROVISIONS
4.1 Inspection
This material shall be inspected and tested in accordance with State of California Specification
8010-XXX-99, or as otherwise deemed necessary.
4.2 Sampling and Testing
39
Unless otherwise permitted by the Engineer, the material shall be sampled at the place of
manufacture and application will not be permitted until the material has been approved by the Engineer.
5.0 PREPARATION FOR DELIVERY
5.1 Packaging
The sealant shall be prepared in a one package system ready for application. The material shall be
furnished in container size as specified in the purchase order or contract. If ordered in 5 gallon size
the containers shall be new, round standard full open head with bails, shall be nonreactive with the
contents, and shall have compatible gaskets. The containers shall comply with the U.S. Department of
Transportation or the Interstate Commerce Commission regulations, as applicable.
5.2 Marking
All containers of material shall be labeled showing State specification number manufacturers name,
date of manufacture and manufacturers batch number.
The manufacturer shall be responsible for proper shipping labels as outlined in Code of Federal
Regulations, Hazardous Materials and. Regulations Board, Reference 49 CFR.
6.0 NOTES
6.1 Directions for Use
Saw cuts shall be blown clean with compressed air to remove excess water and debris. The sealant
must be thoroughly stirred before use and
hand poured into the slots. Due to the sand content of this .material, pumping is not recommended.
A►ny clean up of road surface or tools can be done with water, before the sealant sets.
b.2 Patents
.The Contractor shall assume all costs arising from the use of patented materials, equipment, devices,
or processes used on or incorporated in the work, and agrees to indemnify and save harmless the State
of California, and its duly authorized representatives, from all suits at law or action of every nature
for, or on account of, the use of any patented materials, equipment, devices or processes.
6.3 Certificate of Compliance
The manufacturer shall furnish a Certificate of Compliance with each batch of sealant, in accordance -
with the provision of Section b-1.07 of California Department of Transportation Standard
Specifications, January 1988.
40
"STATE OF CALIFORNIA ~ DEPARTMENT ~F TRANSPORTATION
ENCROACHMENT PERT, P°"~
TR-0120 (NEW 9/91) 0693-NSN-0934
Dist/Co/Rte/PM
In compliance with (check one): 06 Ker
99 21.6
X Your application of November 3, 1993 e
Utility Notice No. of Febru 10 1994
~ ai
greement No. of $ Exem t $
onrancs Amount I ayment Amount ( ) R/1N Contract No. of ~ ~
Bond Company
Bond Number (1) Bond Number f 2)
TO•
City of Bakersfield
1501 Truxtun Avenue
Bakersfield, CA 93301
ATTN: Stephen L. Walker PHONE: (805) 326-3959 , PERMITTEE
and subject to the. following, PERMISSION IS HEREBY GRANTED to:
install two diamond loops on the existing bridge deck, within west bound traffic lanes, and
install 130-feet of lead-in-cable within existing conduit over State Route 99 at Post Mile 21.6
(Plant Road, Bridge No. 50-252) in .Kern County as .shown on the attached plan sheet 2 of 2 for
Job Number 81020. .
I. NOTICE PRIOR TO STARTING WORK: In accordance with Item 5. of the attached "De artment of
Transportation Encroachment Permit General Provisions DM-M-P-2028 R v p e 1189",
NOTIFY CALTRANS FIELD REPRESENTATIVE David Vallejos (805) 399-2827.
~ es =na.9aki II. CONTRACTORS: Your contractor will be issued. an encroachment permit to do the work upon submittal of a Standard
Encroachment Permit Application with a fee of s 3500.00 to the Deportment of Transportation, 1333 West Olive Ave., P.O. Box 12616, Fresno, CA 93778, Ph: (209) 488-4086.
Any contractor not listed on your contractors permit is required to apply for and obtain an encroachment permit prior to
starting work. "
The following attachments are also included os part of this permit. In addition to fee the perrnittee will be billed
(Check apprcable): actual costs for.
X Yes No General Provisions _ Yes X No Review
_ Yes X No Utility Maintenance Provisions _ Yes X No Inspection
_ Yes X No Specio) Provisions X Yes Field Work -
_ Yes X No A Cal-OSHA permit required prior to beginning work; ~ ~ pf any Caltrans effort expended)
Yes X No Tl;e information in the environmental documentation has been reviewed and considered prior to approval of this permit.
This permit is void unleu the work is completed before July 29, 1994
This permit is to be strictly construed and no other work other than speci~icolly mentioned is hereby authorized.
No project work shall be commenced until all other. necessary permits and environmental clearances have been obtained wa (3) APPROVED:
c~ D0, DV, STM (2)
att: Section 7-2
Robert 1. Bin er District Director BY: ,
~ r
~f Hal Avakian, Chief Permit Branch
n___ ~ _r ~
r-O9C 1 OT 3
NAME: Crt~► of Boke~ield PERMIT 0693-NSN•0934
DATE: Februo710,1994
III. THE WORK INCLUDED IN THIS PERMIT WITHIN THE STATE RIGHT-OF-WAY SHALL BE
ACCOMPLISHED IN STRICT ACCORDANCE WITH THE ATTACHED "DEPARTMENT OF TRANSPORTATION ENCROACHMENT PERMIT GENERAL PROVISIONS DM•M•P•202B (REV 1/89" N
GENERAL AND THE FOLLOWING IN PARTICULAR:
Item 6. Standards Of Construction and the following:
SURVEY MONUMENTS: In addition to the requirements of .Department of Transportation Standard Spe ' 'cations July 1992,
Section 7-1.11, "Preservation of Property" and Section 8771, Business
and Professions Code, the permittee shall physically inspect the
work site and locate survey monuments prior to commencement of
work. Monuments shall be referenced or reset in accordance with the requirements of the Business and Professions Code.
TRAFFlC STRIPING AND PAVEMENT MARKING: Traffic striping . and pavement marking shall be located and be of the type required
by Chapter 6, Caltrans Traffic Manual. Replacement and new traffic
striping and pavement markings shall be furnished and installed in
accordance with the applicable portions of Section 84, Department of
Transportation Standard Spe ' 'cations July 1992, "Traffic Stripes And Pavement Markings" except Sections 84-2.05, 84-2.06, 84-3.06 .and 84-
3.07 "Measurement" and "Payment" shall be deleted.
Item 8. Keep Permit On The Work Site
Item 11. Provisions for Pedestrians
Item 12. Protection Of Traffic and the following:
LANE CLOSURE: Whenever there is work within six feet of a traffic lane, the permittee shall close the lane by plating appropriate
advance signs, flag trees, reflective cones and furnish all necessary
safety devices including flagmen and message sign boards, to
properly protect and direct highway traffic in conformance with the
Department of Transportation Standard Plan No. T-13 "Traffic Control System for Lane Closure On Two Lane Conventional
Highways". The full width of the traveled way shall be opened
for use by public traffic on Saturdays, Sundays and designated legal
holidays, after 3:00 p.m. on Fridays and the day preceding
designated legal holidays, and when construction operations are not actively in progress. Designated legal holida s are: January 1st,
the third Monday in January, the third Monday in February, the
last Monday in May, July 4th, the first Monday in September,
November 11th, Thanksgiving Day and the day after, and December 25th. When a designated legal holiday falls on a Sunday, the
following Monday shall be a designated legal holiday. When
November 11th falls on a Saturday, the preceding Friday shall be a
Designated legal holiday.
Poets 7 mt 3
NAME: City of BokerYfield PERMIT 0693-NSN•0934
DATE: Februory 10,1994
F
Item 13. Minimum Interference With Traffic
IV. SPECIAL PROVISIONS
In lieu of electronic ve ' 'cation, the depth of concrete cover .above the top layer
of steel reinforcement may be ve ' 'ed manually by chipping into the bridge deck in the area where the loops will be installed. The cored or chipped holes shall
be patched with PCC mortar to match adjacent PCC in strength and appearance.
Only epoxy sealant conforming to the requirements in Section 95-2.09 of Caltrans' Standard Spe ' 'cations shall be used to seal saw cuts in the bridge deck.
Prior to any permit work field ve ' 'cation is required to insure cover depth over
existing reinforcement steel.
Paqe 3 of 3
STATE OF CALIFORNIA • DEPARTMENT OF TRAN~'~ ~RTATION
ENCROACHMENT PERMIT GENE..aL PROVISIONS Page 1 of 2
Front TR•0045 (REV. 12193)
1. AUTHORITY: Encroachment permits are issued under the authority given the Department, by Div. 1, Chpt.1, Art. 3 in
accordance with Div. 1, Chpt. 3, Art.1, Sect. 660 to 734 of the Streets and Highways Code.
2. REVOCATION: Encroachment permits are revocable on five (5) days' notice, unless otherwise stated on the permit, and except as provided by law for public corporations, franchise holders, and utilities. These General Provisions and the Encroachment
Permit U ' 'ty Provisions are subject to modification or abrogation at any time. Permittees joint use agreements, franchise rights,
reserved rights, or any other agreements for operating purposes in State highway rights of way are an exception to this revocation.
3. DENIAL FOR NONPAYMENT OF FEES: Failure to pay permit fees when due can result in rejection of future applications and denial of permits.
4. ASSIGNMENT: No party other than the Permittee or Permittee's authorized agent is allowed to work under this permit.
5. ACCEPTANCE OF PROVISIONS: Permittee understands and agrees to acceptance of the provisions and all attachments to
this permit, for any work to be performed under this permit.
6. BEGINNING OF WORK: It is the responsibility of the Permittee to notify the Departments Representative, two (2} days in
advance of the intent to begin work under this permit. Permittee shall notify the Departments Representative if the work is to be interrupted for a period of five (5) days or more, unless a prearranged continuance of work agreement had been made. AU
work shall be performed on weekdays during regular work hours, excluding holidays, unless otherwise s ' 'ed in this permit.
7. STANDARDS OF CONSTRUCTION: All work performed within highway rights of way shall conform to recognized construction standards and current Department Standard Specifications,High and Low Risk Fa ' 'ty S ' 'cations, and U ' 'ty
Speaal Provisions. Where reference is made to "Contractor and Engineer", these are amended to be read as "Permittee and
Department Representative".
8. INSPECTION AND APPROVAL: All work shall be subject to monitoring and won. Upon completion of work Permittee
.shall request a final inspection for acceptance and approval by the Department.
9. PERMIT AT WORKSTTE: The approved Permit Package or a copy of, shall be kept at the work site and must be shown upon
request to any Department Representative or Law Enforcement Officer. It will be considered a violation of permit conditions, and work shall be suspended, if the Permit Package or copy is not available at the work site.
10. CONFLICTING ENCROACHMENTS: Pernuttee shall yield start of work. to ongoing prior authorized work adjacent to or
within the limits of the project site. When existing encroachments conflict with new work, the Permittee is solely responsible for
any and all cost for rearrangements necessary (relocation, alteration or removal of).
11. PERMITS FROM OTHER AGENCIES: This permit shall be invaUdated if the Permittee has not obtained all permits necessary
and required by law, from the Public Utilities Corrunission of the State of California (PUC), California Occupational Safety and
Health Administration (CAL-OSHA), and /or any other public agenaes having jurisdiction.
12. PEDESTRIAN AND BICYCLIST SAFETY: A safe minimum passageway of 1.22 meter (4') shall be maintained through the
work area, where pedestrian or bicycle f a ' 'ties are existing. At no time shall pedestrians b~e diverted onto a portion of the street
used for vehicular traffic. At locations where safe alternate passageways cannot be provided, appropriate signs and barricades
shall be installed at the ' 'ts of construction and in advance of the ' 'ts of construction at the nearest crosswalk or intersection to debaur pedestrians to fa ' 'ties across the street.
13. PUBLIC TRAFFIC CONTROL: Required by law, the Permittee is to provide traffic control protection by use of warning signs,
lights, safety devices and other measures for the safety of the traveling public. Day and nighttime lane closures shall be in compliance with the Manual of Traffic Controls, Standard Plans and Standard Speafications for traffic control systems. It is not
intended, as to third parties, to unpose on the permittee any duty or standard of care greater than or different than the duty or
or standard of care required by law.
14 MINE MUM INTERFERENCE WITH TRAFFIC: Work shall be planned and conducted so as to create the least possible inconvenience to the traveling public. Traffic shall not be unreasonably delayed. On conventional highways, Permittee is
authorized to place properly attired flagger(s) to stop or warn the traveling public. All flagging procedures shall be in compliance
with the Manual of Traffic Controls and the Instructions to Flaggers pamphlet.
15. STORAGE OF EQUIPMENT AND MATERIALS: Equipment and Material storage in State rights of way shall be incompliance
with Standard Speafications, Standard Plans and Speaal Provisions. Where any obstacle is placed within 3.b5 meter (12')
of a lane carrying public traffic, the Permittee shall install temporary ' ' g (Type K).
ENCROACHMENT PERMIT GENERAL PROVISIONS
TR-0045 (REV. 12/93) Page 2 of 2
back
16. CARE OF DRAINAGE: Permittee shall provide alternate drainage for any work interfering with an existing drainage facility
in compliance with the Standard Specifications, Standard Plans and /or as directed by the Department's Representative.
17. RESTORATION AND REPAIRS IN RIGHTS OF WAY: Permittee is responsible'for maintenance and repairs of damage to
all State owned and non-highway permitted facilities within State Highway rights of way and for restoration of State Highway
- rights of way resulting from permitted work, per Sections 7-1.11 & 8-1.10 of the State Standard Specifications.
18. RIGHT OF WAY CLEANUP: Upon completion of work Permittee shall remove entirely and dispose of all scraps, brush, timber,
materials, etc., off the rights of way. The aesthetics of the highway shall be as it was before work started.
19. COST OF WORK: Unless stated in the permit, or separate written agreement, all costs incurred for work within State rights of way pursuant to this encroachment permit shall be borne entirely by the Permittee. Permittee hereby waives all claims for
indemnification orcontribution from the State for any such work.
20. ACTUAL COST BILLING: When Permittee is to be billed actual costs (as indicated on the face of the permit), such costs will be at the currently set hourly rate for encroachment permits.
21. AS•BUILT PLANS: When required, Permittee shall submit one (1) set of as-built plans in compliance with Department
requirements. Plans shall be subnutted within thirty (30) days after completion and approval of work.
ZZ. PERMITS FOR RECORD PURPOSES ONLY: When work in rights of way is within an area under a Joint Use Agreement QtJA)
or a Consent of Common Use Agreement (CCUA), an Exempt Permit will be issued to the Permittee for the purpose of providing
a notice and record of work. All prior rights shall be fully protected, no new or different rights or obligations are intended to be
created`. "Notice and Record Purposes Only" shall be stamped across the face of the permit.
23. BONDING: Permittee shall file necessary bond(s) in advance, in the amount set by the Department. Failure to maintain bond(s)
in full force and effect will result in suspension of all work and permit(s). Bonds are. not required of public corporations or
privately owned utilities, unless said Permittee failed to comply with the provisions and conditions under a prior pernut. The
surety company will be responsible for any latent defects until such time as is provided for in California Code of Civil Procedures, Section 337.15.
24. FUTUREMOVINGOFINSTALLATIONS: PermitteeunderstandsandagreesthatwheneverStateconstruction,reconstruction
or maintenance work on the highway requires a permitted installation to be rearranged, the Permittee at his sole expense, upon request of the Department (unless under a prior agreement, JUA/CCUA), shall comply with said request.
25. ARCHAEOLOGICAL: Should any archaeological resources be revealed in the work vicinity, the Permittee is responsible for;
notifying the Department's Representative immediately, and retainment of a qualified archaeologist who shall evaluate the
archaeological site and make recommendations to the Department Representative regarding the continuance of work.
26. PREVAILING WAGES: Work performed by or under a permit may require Permittee's contractors and subcontractors to pay
appropriate prevailing wages as set by the Department of Industrial Relations. Inquiries or requests for interpretations relative
to enforcement of prevailing wage requirements should be directed to State of California Department of Industrial Relations, 525 Golden Gaffe Avenue, San Franasco, California 94102.
27. RESPONSIBILITY FOR DAMAGE: Your attention is directed to State of California Standard S ' 'cations, Section 7-1.12.
28. NO PRECEDENT ESTABLISHED: This permit is issued with the understanding that it does not establish a precedent.
29. NONDISCRIMINATION: Your attention is directed to State of California Standard Speafications, Section 7-1.OlA.
FM 931944 M
TRAFFIC LCOPS ON BRIDGE DECK
A oR B* M 1/4 f
BRIDGE DEC
~ ~ X ~ c~
r ~ ~
~A: 1/4" FOR ~ ~
4UVIRES -
B: 318" FOR 4 -
WIRES
STRANDED W1AE X16 THWN ~TYP. EPOXY SEALANT
Per Sate Specifications
NO SCALE - 1D-06
8040 3
(Standard Specifications
. ~ Section 95-2.09
1To~
The maximum depth of sawcut shall be limited to 3/4 the
depth of the concrete cover over the existing reinforce-
ment but in no case shall exceed 3/4". The death of the
concrete cover shall be determined electronically b the
Y permittee and verified in the presence of a re resenta-
P five of the Office of Structure Construction. Electronic
readings shall be taken at 5' maximum .intervals along
the line of the- Loop. A minimum of ~ locations along the
b sides of the loop and 1 location at each of the ends shall
be used to determine the depth of concrete cover. A ro- PP
vaI shall be obtained from the Office of Structure Con-
stTUCtion prior to any sawcuttin on the brid e deck. g g
For loop installation procedure refer to the JuI 1992 Y
Standard Plans, Sheet ES-5A.
After the loop conductors are installed, the sawcut shall be
seabed with an approvea e ox sealant See Stand ' ' -
. P Y ( and Specifica lions Section 95-2.09).
The Office of Structure Construction re resentative will
P Inspect all sawc~uc and epoxy seal operations.
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r-•~ pa~r1 binder h osoliarf c~c~eM ro~o~d" sw/ores, asatiovt
: •7 ; ; a CQrlCnte SINfoGn~ sh~l d! RNxed wlth ~i .
SNect Alolw~e/ AslChes less fhor► 2 /eel lrorn ti r~ ~ ' ~ e~ishn9 pofchea, ewes al pow~rnlnf,
req~d a y~vlfer sholl be exftnded /o • ~ i►aCwdt fhr inhrn►edbh isabfin~p s/njo
o~ exisfin~ por~tn~Ml, ~itf~ill
,iAi~►nwr» polCh ~rMd/h stall be 2 t~el of its smo/kit olirr~ensrior~
PATCH IN ROAD ~1fXED SURFACE ~ ~ ~ ~
tA~l►M M ?M/ Nf~
STANDARD 6-.~0~ 6°
r.. M
PAVEMENT PATCHES °H
N~n~ .....r..
CITY OF BAKERSFiELD
CALIFORNIA S _
c ,",w,,,, pMaiNt!lIINO OII~ARTMtNT
sw-3
~ r z6 ~ 12• ~
See Jeta~l 'a'• ~ ~5 I i ~
~ ~ i {0#
t ~ ` , + II
+ , ~ -~I
I' Ora r~oa. c f "
24 Clear Goosing ~ ---1
32 ~ { ~
i ~ L 10' C1eor Opening
• ~ ! 7~+ i
SECTION A-A
SECTION 8.8
y ~r
2' Pa1tNA" - ~ I" P'attlrn L/tee/t~ 2"X la Diornond
Litters, ~ Nigh ~ ' ~ ~ j High - • Tet, ~ deep i '
! A i~
r
{~xr+r ~ Pattern s, ( ~ ~ { . Letters,
A A 9 S E W 1 Migh
~.r~ C L E A N~O U T
+ 2 X 1 Oiomond
~ u mot pattern Self Draining ~ deep
Blind Pick Male' ! ~
~ ~ ' I" Pattern Lettert, ~ .
I" potters Ltttprt ~I Nigh
e ~Ivh MANHOLE ~ocotion for Country of Origin
CLEANOUT
The name of n+onufocturinq comoony shod be oA the under Machined side of the Corer.
~ Surfaes Manhole iron~e thole Heigh not lose tl~n 120 pouttdt or
i0~' CovK rnorf thou 2S0 oouAde, The earw ehall neigh not sett than Toper 120 pounds a more thoA 200 pounds.
FroAle Manhole scvert troll hove o self draining bliAa piCM hole of mnr
type unless oche/wire approved by the City Engineer,
The 2" Forlorn Lettert on tM manhole covert rhol! !rove one or the following detigngtions~ flBAI~! ar ~~g
DETAIL A' ~GOEO STAN AR 0 OS APPt,ICABIE
TO IMPORTEQ COVERS
I, Imported ;over: and frames shod conform to Section 207 of the Trade 4n0 ~ oriff Act of 1984,
G~lVERAL NOTES 2. The none of the Country if other thou The United Stoles of
Ail Frontet oAd Caren shoes bet h Americo, mutt be designated upside down and located on ouq , gray cart iron, tree the outride edge of the Ild, from warps, crocks, holes, swells and coid•shot, an0
shod hove o workrnonlike finish. 3. If o manhole lid is importer, the Home of the company who re-
Coetings shall conform to the prorisiont ct the ceivet the product must be dasignoted on the underside of specificotiont for GroY • Iron Goslings, Serioi Designotlon the corer,
a STM: A 48 f lotesl rerisian), Gloss Na 300.
REV1S 0 ~AN,18 !588 All Froma and Covert shall be tested for aaouroay of ~.~wfne fit and shall b, marked in sets prior to delivery, STA~IDARO Dec' 17 l~0
,~,anr✓aRr c~ ..81 The seats of framer and bearing facts of the cover, ~'RA 11
shall bt machined for o smooth non . rocidnq tit ME~ A~~ C~Y ~RS r'I'.~ 8` ~~A'S.
betseen the two tostin9t. Cattingt shall be thoroughly cltaned and dipped twice ~ R
in o quick•dryinq, !et•block ospho!tic corr,pound to MANHOLES ~ CLFANOiJTS None ~rww~
Rrov+de o protective coating, CITY OF BAKERSFIELD
n ' ~ CALIFORNIA S "
~m [NOtNll111N0 DlI~ART~!!NT
SW • 5
VO/lODI!
t ,~'6' - T . mbro Foundry Curb Armor I unless Otherw~s! noted '39 /with or~C/~Ors or lgivol.
' r?einfGrCln Steel g ,
~ • s!! p/on view..... ~
r I ~ Normol ~ ~ ~ T ~ ( ~ (
I I I .w Gutter
~ N ~ Ne,gM ~ ~ ~ I - ~ ~Cdjust~►q note to be tightened "r`
~ ~ ~ ~ and secured m plot! whin plo!! ~ I ~ ~ is in proper position . ;
l x/7 sugoart bolt Protlch'on bor ; ~ . .
i ~ ~ ~ i a ~ with hex nuts I • ' f / ~ t J \ (See No!! 11 • .
( f ~ i ~ ~ ~ 0 Stirrup -•a ~ i" • I ~ Cover -J I ' ' ~ , i I ~
e ~ ~ , ~ , i ~
4 M ~ ~ ~ , •
?t- \ ~ I
~
. I 6" ~ i~ 6" o' I"~
_ _ _ _ ~R•.~" STEEL PLATE DETAIL
1 J I ~~.....+~4 bors be»t dowr► ~
and imbedded into GENERAL NOTES woll/Z" j ~He► I
~ AN Caxrlt! shell be Coss "A" and Shall b! rithin Z~"1o 3~"
PLAN slump i
A/hombro fore►dry galvon~ted Z Slob to be powrd monodthic with sidew+d~ when srdewo/h is constructed or rep/oced. SurfoCCS of ol/ exposed ca►cnte from! 8 corer ~ A13,~O with Z- ~
sho/l notch slope finish cola and stain of od 'ocent conc~e>e. " slomkss stre/ socket hood ~ ~ 9
set screws (set opposite end "'•S!e Strl/ 1. WALL 1H/CXNESS~ T= 6" except when Plote Detoil ` fi»ished flush/ or lquol.•~~ H > 8 feet l= 8"
SidewoM~ Slope ~ in/ft ~ L > 8 feet ~:8" ~ j
T'-' ~r'' ~T'•~►~ ~ Cotch bosin wolls shot/ be ►ncnosed by 2'"mintirwm in
1:.' ~ . , . ca ° ~ c~ l ~~C/i \ thickness if poured ogoinst Borth in lieu of vutsrd! c~ ~ , c ~o,:.c ~ a ~ foCe forms. .l. ~
~ ~ ~ ~ 4. Wo/l reinforcing not required rhea N=8' or less and L = l ` f • ( ,
r, ~ dr less. Wolls exceeding these limits shop be rei»fu►rec' ( Na 4 bor '9 with No. 4 bors of /8" O.G, both w~oys. 4// reinforcing shop
I ° Vories- b! No. 4 bors l~" c/eor of insid! fore unless otherwae shown. (
. ' . ~ a Z'-0"min. S .All exposed meto/ ports shop b! goh►on~ed otter fobricohgn. ! 6. Support bobs sho/l be installed when length of opening exceeds I
~ ~ , „ . _ ~ Rounded, R=pips ~ ~ ~ 5 0 and shop b! spaced Jt »ot more thou 5`0" 0. ~ and not
~ waV thickness ° IeSS lhon 3`0" O.C. ~
~ ~ ~ ' ' ~ ~ • ~ „ , , o7 When curb oper►ing exceeds 5~, o p/oin round she/ protection bor Sr ro' outlet I , l" rn diometer shop be instolled bor shoe! be imbedded S" of
from oll directions I 18., Both end.
. ,r c"' i . . ~ 8 Pipe sho/l be os specified o+r os dected by the Engineer The ~ ~ ~ ' i I j ~ onqu/or cu> on . the, ppe shoA+be mode os ob'recled by hhe Engineer.
b ~ i ' ~ ~ ' ~ ~ , 9. All woi~ shop conform to !h! oppl~cob/e sections of !h! .
T ~ - - 3-6~ - - ,,,'T splcificot~ons entitled "Stondo~d Splcificot~ons, Stote of
'unless othlrwis! noted i ~a 1 i f c~rni a, De~_ art ~fent ~►f Transport at i c►n current ed i t i nr~. abbk
•Subgrod! is optioro~ with controctor
SECTION A -A
. ~4bor-rotol~ .
, JUL
l"Cl~ ~ * Revised 9/ZZ/B2 . . . .
• ► ~ : • ; , ~ 6„ Typico/ sn~uw~eww ~ w►te srANoARO t6,,~~
' CATCH BASIN ~.E~.
'~IZ"min B. r. a ~~,~R TYPE 'A"
REINFORCING AROUND PIPE ~0A°
CITY OF BAKERSFIELD S' IZ
" ~ CALIFORNIA cm ~R ENGfNEEftfNG DEPARTMEfVT
n-ia
v
Normol 6' ---r-.. Curb Normol C.x~ ; Gx,
Oplnw~g Namol " 5 ~ Cw0 6' Normol ~ ~ ~ Opening I ~
PC.C. ~ ile ~ , ~ ~ ~inrn ti~ ~ yo Lrmils
PLAN PEA N
TYPE A CATCH BASIN IN GRADE SAG TYPE A 8r A ( CATCH BASIN ON GRADE
a A
I Cllor ( ~ I 6' ---i ~ r- ,3 Norm~o/L-- q'~ ~'-.jOpening ...i.- q` Normol Nil Cwb Opening ~ ; Narmol
C H. I ~ C.H.fO ~ ! GH C. X I ; C.H. fQ ~ ~ C.H. ~ L imrls ~ Limits
i G~>tK ~ G r ~ i ~ 'V ~ ~ r-~-'.~-+ / '
' ~ 3 i ~
6~ ~ A ~ G O W= 4~ 6 • « " Slope brew line
Tppicol Gao W= ~ 1ypico/ A 6
PLAN PLAN
TYPE GO ~ GDO INLET IN GRADE SAG TYPE GOL INLET ON GRADE
(GO SHowNI
Nonnol Tqo of Golfer Flowline
Curb Normo/ Gutter Nanal e ~ C.H. Depression GH
. - i_ - i-._. ~ ~Yorn►o/ Gutter ~ ~ i ► ~ ~ F/owlin! i ; op of t
~ D r I ~ -i ` Cwb
I i
. Opening I'/a Type Q ~ ~ C1eor
PROFILE 6'----+ Opernng
TYPE GO a GDO INLET TYPE A CATCH 8AS1N * z"for type GO B GDO PROFILE
IN GRADE SAG GRATE INLET AND CATCH BASIN ON GRADE
GENERAL NOTES
D=Gutter Depression. It sholl be 2" fa Type Q a»d Q•I. cofch bosins and ,3~ fa other inlet
types unless otherwise shown.
C.H. =Curb Height.
C.H. f D Limits =Limits of toto/ depression i~ Butte, q ~ * --=Slroight Erode, Downwoid Slope. Gutter
Golfer direction of floc Round ~ ~~Z►, Sloe Off p ~
~ .M41. I Z. Ginter depressions shoN be Coss B ,PCC. 6 thick. ~ - -'---t, ~
~ T GDO, GD and GOL inlets moy be used wish I D
opproyo/ of the City Eng~neei GDO, GO ond ~r:6'for rye GDO GOL inlets shoA► be constructed, without steps, SECTION A-A
in contoim~once fo Sto/e of Co/ifoinio,
Geportment o1 lronsportotion Stondord Plans
072 8 074 and Grotes sholl b! ryp% Z4 in conformance to Stond~rd °lon D 77.8.
4 Defoils fa Q.C. povemenl. Wh~mP~ C. pavement
~s used, corners shoal b! squared off.
pro n rM a►~
em awe ~,y.B 1982
S.E.
~ GUTTER DEPRESSIONS " ~K~o. ~f~
CJT~ C~AII ~CA~ NORf w~r~
CITY OF BAKERSFIELD
n ~ CALIFORNIA S" I4
cm uwMw ENGINEERING OE~ARTMENT
v
Trench Width - Vcrlobl•
~ ~ 12' 12' Colder CouP~9
Colder Couplhq ~rYP) ~ tTYP)
Exiathq Serer
Exlttiitq Surer y~ . ; ~ . • : Pie
. • ~ New V.C.P. rrtth ~lechankxr)
• ~ Standard Trench i
• ' ~ ea~~i per ~ . • • • • , : Standard 5-39 • • ~
STORM • ~ : • ; STORM " : sP>~iNaiNE
. DRAIN \C ; DRAIN
. • 2 Sao1c Sand - ~ :n•' • / o ' ~ CerYtent Slurry : ~ . 4 ; e ~
acy ~ used h piaa a1
Canpacthg Sol to SprhgUne. shury ehdl b. wbroied.
e Cradle Detail n ate Con cret
Alter For replacing sewer -when broken
No Scale
STORM DRAiN
6'
STORM
~ • DRAIN ~ ,~•9' ~ . ~
. ; s::~: ~ ~ • :°4 ~ . • ~ , ~ loose Sand ~ • D • • ; • iQ
~'••:::•i~►:•:p:':•:•'~' •e•:•:~;\i Exbt UtGltyPipe ~ \i
. :i: y • , • : • • • . • . Exist UtDity Pipe
~ ~ , To be used where K e uais 12 or less q
t o a e e ai
No Scale
o~~
SUBDIVISION DESIGN MANUAL LoT
PIPE SADDLE DETAIL c~
sc~ rrTs
9FIEET N4.
CITY OF BAKERSFIELD CALIFORNIA D_g
arr ~aN~ CINEERtNG
4 .C . _ _ C 2"
iM~n l ~~Min.~ - - -
5"'_ Cutsidf Diam. of outlet pl~~s ~Z"' 5"'_' h Cutsrde uam. of outlet plus !Z" 5" ~ ..r - aa~~~A .3'Z" (Mina ~ 'ZN(Min.l
~ ~ 1 ~ X
~
~ ,
❑ ❑ ~ ~ " I
❑ ❑ -1 # 5 at ~ centers _hoth wo s . k A ~ ❑ ~ ❑ - A y~ - ~ o a ~ a~C t`~ ~ - - - ~ o ~ .1
I G ❑ See Std Orowrng7 , ~ ~ a . ~
t~ ~,j,, S-8 far ~rome t~ i ~ r , • I
~ over detalJs..._ r 'w ~ I I \ it / ~ ~ 1
~ V 1 11 _ I ~ ~ I ~ ~ ~1 / p, 1 _ 1
\ 1 ( ~ .v l ~ ~ ~
T .~f r--r r-t L _ J
I~ Ii. # 5 0~ !8'"cenlNS ~ ~ ~ ~ ~ N ~ ~ ' I ~ ~ # 5 of 6 centers when
~ . l r outside diometer of px ~ ~
1s .fir Or ~re0lef I , ~ 'I
PLAN SECTION B~-8
t• Std. M, H. Fiome and Cover
Z•I Morton dry 5' ,Moximum Cover SENENQL rIOrES~ pocked (Extension, Rings Regviredl all cahcrete to be of Coss "Q " unress otherwise
' ~ I) I ~ ~ I - specified.
~ I Q,'~ reinforc;ng steel sholJ tie of # 5 round hors
'~w ~ ~ ~ ~v . ~ a ~or~o01••~:%~ ~ ~ ono bent os shown.
~ l.• sJ~ op~l1 ~ ' Pape shoN oe os specifr'ed or os directed by the u ~ y i ~ .u:. „ 1
~ ,flax fir` ~ Fr. ryneer. ~ ~ ! I , .;,;~c M^nho/e costing shoe! be to spec~ficot~ons nor Standard
i ; ~ Monhde Frome and Cover Manha/e cover sro/l hcve ccst thereon in noised letters 'DRAIN, lettering to
, ~ 4e 3' in height vnd raised g,~ 10 ; i ,
' f * ~ j ~ Qll work spoil Confotm tp the app~iCOb/e
~ ~ sections o ` the speciflcotions entitled i ~ ~ o "Stondord Speclf/cet/on3, Stot~ of 1
r-- - - ~ , o ~ i1a l i f ~lrr~ i a, Depart~ent ~f Transport at i ors", ~ ~ 0.
M~. ~ ctlrren~ ~ltltln. i ~ ; .
_4 ~ptt~toF~. ~of orrNe~ prvr-. ' ~
6~ Const. a~,,. ~
Jorn~ !Z'' 'II ^N Glutsioe Diom. of ouzel D+~S E ~
~ (3' 2" tidreJ ' --{4'r" Min.
6'IO,,,Max.i
?~~IIL•~~ Jul '8~ SECTION A-A
1 .naovto n .wt o.~t
~ STANDARD Jon. i95.3
~ DRA/NACE STRUCTURES %'liis
~ ~ JUNCTION BOX `IDX.D rc.~c•
cnr cuMC vOne ..nova
CITY JF BAKERSFIELD
CALIFORNIA
ur•► coo~++i•R ENfiiINEERING DE1fARTMENT S' # 9
o ~~~7
I ~ ~ , I ~ ~
4 ~ • C" ~ ~ T'Ife upper pa~iaHs of j ~ I I i j ~ I i ~ ~i - - - ~ I I ,ncont~ng and a~l~ovnQ , ;
-t- ~ sew,~s sltoll be ~enraved Ili
~ ~ and the bro~rtn eai~es ~ ~ ~ ~ , ~ ' shv/l be plostr~ed : I ~ ~
i ~ smo0/h w►th Crmrnl I ~
! t ~ morJbt • ~ ~ ~p~ • Q r - ~ ~
' ~ lronsition belreen ~ / i ~ ~ ' r
ibi► home and ~ inve►t! sho/l be o ~ ~ ~ ~ Cover defoi ~ - r smooth wooed I •
~
~
Cloys "B r ConC~rte t3 sot~J ~ ~ ~ i , ~ : ~ ~ ~
1 1 I I - ~ I
I 1 ~ ~ i I 1 ~ i ►ili - - - - - - - - - - - -r ~ I ( I I ~ ~
I ~
P~. AN SECTION
NOlE.~ P. GO sbb not to be po~wrd unli! povin9
is in p/oca
~ ~
' .r ti ~ ! ' ' w`' 2~ I data, dry pockrd
t'. ~ i ~'~1 0
~ . • ~ y.
I i ~ •
~I1 wark shall conforM to the applicable
. ~ectians of the specifscatTana entitled I' 1, ~ ~ : "standard soecif icat sons State of f ~ ~ 1 California ~
I i ' ~ ~ 1 ~ . , ~epart~ent of Transpartat ran ,
1 , ~ . current ed i : ~ an. 1 I ~
t ~ ~ ~C~rtar 5haii cansist of ane part partland F: ! ~ 1 1 ~ ~ dent to t i parts pf clean, well graded
~ar~d.
1 • i; ~ ~ ~ Jaints shall be filled with eortar and neatly
1 ' I ! ~ ~ ~ raked or wi an inside of i ~ I ~ i i i i ~ P
I i ~ ~ , ; ~ recast reinforced iaanhal a Sect i any sha 11 be
~ ~ constructed in accordance with the provisions . of ASTM C-~18, current edit ran
•
4 . • ~ ~'.1' I ,Y.
~F!.I~c.J ,1111 '~9
5'.g"
0•'r~OYp h tNf O~ry
SECTION ~m~wNx~ Sr,4NOQR0 'i''`'~4
N~ A N H O L E r~M.
rrP~ CMtCNN• ~ H.
i sin ew~N •c.►•• fvJJf t+ ••1~M~q
CITY OF BAKERSFIELD
CALIFORNIA S
~ ~N.~«K~~ ENGiNEEAING OEi'ARTMl~NT
D- 18
' Finish G/odt
8ockl~yl cro~mpxted b 91Ox rNohi~
comp~attign ~1wetiN► tx~stnQ a /utu►e e Drorit d ar0 laks d sheets a t~rist~g
a l~ rigV►t d woy /inns d oiltyx
E ~ dar~tl~ll c+arrpo~cttd b ~x nbti~ ~ ~ c~a►r~oactgn in d/ other atos f,
li, '
.If
0 ~ a
, sorkliJr ~o~acted b BSX
3 a 3 ~ rerbfiwe cor~o~o~ct~an
~Q ~ i
12"IMOx ~ ~",~,r ~ U,cleoer /rn~t d,Cl~! la►o Sho/l be tIY!/Ye (1Zi i M ,aches ~ ~ d,ape fkll a th! ovtsde
~ 6 Min ~ 6 M~ ~ dia~rieh+~ d plaw~ !nd px
~ _ Pipe lovk, dbckf~l c~anpo+cted ro 8Sx ~lbtiHe ean~►oocticrr
i ~ i ~ • ~
~,po! a
L1A►~OrNI
' NOTE~~
t ~J/l +MA~~' shop canlorm b th! gvphcob~! se+cfigns d th~r ~ testing oI bocrfi~ maM►rols ar~d ar~oactron shop to ~ saecifico/ians enht/ed ~tandord S,oecificotrons, Sb>r al arcorda~ce wrfh thr tests listed S~+ctaon 19•l010~ the
Colihrnro, Otporlmint oI ~ ~ . S/cnobrd Specificotion~ TQI~NS ibRTAT10n1;' LA'T~,ST c'D 1'T1oN ,
Z 8orkt"~ nateyro/ within the pipe ton! sho/l b! fie+e d S Eorh /oye+► d backliN motlricV shall melt th! compact~ar►,
dlktNiGus m~oterbl and shop hoN! 0 SoAd Epuiro/Mt d Bond tquir+a/ent and grodo>~Ai► r~irlminls blfa! thr not less thou c'b and shop Corm 1b the fd/owing ,7radin~ nrxt !Dyer ~s pbrrd.
~~~~i~ 100 ~ R~fe~r ro ciry d B~i~erihla Sbno+ad 1,1►awin9 s-6 >q►
~iVh 4 ,3.100 pore+n~rt ,ootc/ks within Dovld aeon Abt ,~0 20.100
'his boG~'fel~moflib/ shoo b! ~Nxld in .not b exCl~d twn
thgl ~?J /oyers~ sMw/torka►s/y on Loch side d the p~! M such o monr~ as not ro abir~ a drshrb Jtk ppe a ils
QlignvnMt ar~d grate Exh layrr spoil b! Marovgo4ly acted g► IYoaaaq, rnlchor~d fanwori~ a by o cambwaNan .
o/ Nkst mtthgobt
3 BoCitlid naollrid adov+! tlk p~pi! 1Grk sh~or/ br /re+! d oleklerroris natl~►ids or~d /un cos or storks lxceeo0~g h'kee
iniChe~ p►e01lst dr~lnsa0v► and shop br plo~Cld in nol
to !~'!+!d /ou► loot (4J layers and eoch hyer shoe! br . ,yx,~►o,,,~ry ca~arted by fibaalir~g, iltting a me+chonKOl
romping a g► o canb~rat~arr al lhes! nkthod~ hbwlvel /k~d~q GI►f~d /ruing shd/ only b! ollow~ld on bacelill moterrol
hov~g o Sand Equivokn> d not kss thou xt
~ ~EV~~~p JUL 'b~
~,..wu~, STANDARD . u~ ~~.r ~97~
TRENC~BQCkf~~~ F~~
AND COMP~4CTION
' ~ REDUIREMENTS ~m NO/~
~wrw~
CITY OF BAKERSFIELD
' ~ CALIFORNfA S ' 3~ • cl,~~t Er+~N~Nina a~~~~rrME~r
SW~ 9
~N ~OOrM GR .Cpllq
'°R'°" d : vk NOTES I ~ ~ ~ ~ ~oeald ti anlar d + u.. r.am \ ~ t. If distance ham curb to bock of sidewo~k
~ ~ ( ~ ~ Rourwar ~ ~s too short to accommodate ramp and 4' r- Saa ueta 1 _ _ _ _ - - -r-~ platform as in Cole 81, the s~erak may
~r I ~s w~ ~ ~ depraeed langitudindly o. in ;aso a2 / / a C2 a may be widentd as in Coe C1 •
''vt~ ~ ~ , s a~ ~ ~ 2. If side»dk is lea than 5' wide. the full ~ SECTION A- A width of the sidewdk shat ba depreserd
Y as shorn in Case C2. I ~ ~ ~rawf
~ ~ t4 ~ ~ Yk ; ~ 3. If planting area rioth is pud to or ~ 3 ~ 4a~aw ~ v~ ~ greater than romp length, romp side
'o ~ I distance = 3' (See Case C2). ~ - ~ ~ ~ ! ~ 4. For Cases Ot and D2 the longitudind
4• portion of the siderdk may need to be 4e an s'4• e' a.► ll~t depreered oe shorn in Carr 82
CASE A SECTION B- B s. If located on o curve the sides of the
~ Oap.w a.tra aIMw1~ a r.Ru/r/ ramp need not be pardlei, but the minimum ridth of the ramp shd! be 4'.
B, Ralal~+iy a~ K ~ ~ S. The bottom of the ram shill hour a
. D 4--~ r-1 ~ 1 /4' lip of ~.S
~ e~ ~ 7. The ramp shad hove o 12• wide border ; ~ I with 1/4• grooves approximately 314' o.c.
3 , ( , ;I i .See grooving detail. The surfoa of ramp Ni ' S.a ►+w ~ , = E r: ~ ~ shill have o tranever» browned surface
i ~ "1 I textwe rougher than the surrounding ~ sidewdk except lrherl located in enter
of curb return. r ' i
,i:. I• ~ o ' 1~ F~ ~ ~ i _ ~ x ~ F 8. When ramp a located h center of aub r I • ~ ~ ~ return it shah be groovrd in a herring-
~ / ~ ~ ~ 'r"'~' bone pattern with 1/4' groovre approximately 1 1/Y o.c. See grooving detai. 6roovre
'u s ~ ~ v a aN r~ ~2s s 1 ~ SN e K bo.wr should be d~~gnedbl~dlel t~~croawdk yes AJ ~ ~ ~ h a~ntw d aA r~R e~~ p
a„~ ~ a.~ appropriate aoawoik
CASE $1 CASE B2 9. Romp aidr slope Mariee uniformly tram a maximum of up to 12Sx of curb to can-
form with longitudild eide+roik slope ad jocent to top of the ramp, except in
4. ~ Caae C2 ~ D2. The romp .platform may be r------~ ~'i's's °1'e eliminated if the ode doer not exceed r s.. i+.b 7 r ~"'°a~lyi~w~ilc 8.33Z► ~
I ~ i ~ -
~ 10. g~.~ -When o wheelchair ramp is ' r added to an existing focally. tht following Sw nal~ 7 4 tilYt. r,
changes an permitted: ► (A) Ramp grade in Cove C2 may be ~ ~l t o~ ~ increased to 4X
~ ~x I (B) Other rorrlp grade may be increased t to o max&nunl of 11.1 X (Never-
, oI zs~ " j xi i we,c ;l ~ Frnne adq~ d ~ ~ thelea. ihsy should be as flat as
n~ ~ ~ i ~ : i feaeble.) o; ~i' { i ~ I (C) Where tht 4' platform is not feasible, the ~ ~ ' ~ ' width may be deaeoaed to 3'.
• ~ ~ (D) Tha platform may be eliminated if
J ~ ~ ~ ~ a.e ~ the qro~ does not exceed 8.33X CASE C2
CASE C1 (Sidewdk less than 5' wide) 43'
. L
Aa8) Aar r. ~ , , • ~
• x` ~
~ ~ SM Noh 71 4'111+. cf~sraraM~ --r 4' Mk SM Neb 1 ~ a I • . Ni i ' 1 ~ /
C:~ i ~ ' LIP DETAIL 4• ~ j i See Note 6
~+a I 1tt~~ ~°'a~ I
Ana I I ~ I I ~ ~ a" L • ~ [
~ oporaor. , 1/T ar A or B A o► B I ~ r`~ Oatkn d rang.
! T
CASE Dl CASE D2 • . ~ T • ► ~ ' ~ . See Note 4 See Note +1 ~ ~ ~ ' -a ~ 1
Ratak~hy eur~ H naawarr ~
~ ~ ~ GRQOVING DETAIL r-r---- ~ r
arww~..t TM[
SECTION C-C JUNE a, X986 : STANDARD
. al - B.J.D. ~ i~nfa~1 OtMI~ a?la.ll all ~ r ,~;+~•rIC~7i .ii.iii~ii S ~
~~,ax~ panes O.ML ~ '-1+►r1 of par -~-._._..I ert~ tuR ~ Kata~
Rp~nAad 1 4' NONE
_ ~ - CITY OF BAKERSFIELD
~ ~ CALIFORNIA S-41
DETAIL H w.►K ~c,H~NC o~A~Exr
ST - 19
ALTERNATE LOCATION TO 8E TYPE B.S.S. a
USED WHEN THE SIDEWALK Y 2" GALVANIZED PIPE
EXTENDS FROM THE CURB ~ AS PER AMERICAN FENCE CO.
TO THE PROPERTY LINE, Q PARTICU ARLY IN COMMERCIAL w
L AREAS.
i I _ cn II ~p ~
II O
I ~ Y ii v
II Q
~ I i m 2 0 -~I
.r ~ •r,i::..... • :~s.
I ' ~I~ OZ I I I I r
M I ~~I ~ B~~MIN. I I
' ~"J CLASS ~~8'~ PC.C.
M
APPROVEo
MISCELLANEOUS S 1GN
DETAIL CITY ENGINEER
RECORDts CITY OF BAKERSFI ELD DATE l2/os/BS
N sooK ~T ~AOt_____ CAL 1 FO R N t A DRAWN G• E. G. ORRiC1AL RECORDf OR
KERN COUNTY CALIRORNIA ENGiNEER1NG DEPARTMENT CM[CK[DS.L. W
PROPOSAL FOR
. PLANS FOR MODIFICATION OF TRAFFIC SIGNAL AND LIGHTING SYSTEM AND CONSTRUCTION OF STORM DRAIN ON PLANZ ROAD AT WIBLE ROAD AND PLANS FOR MODIFICATION OF
TRAFFIC SIGNAL AND LIGHTING SYSTEM ON MING AVENUE AT CASTRO LANE
To the City Clerk of the City of Bakersfield:
The undersigned, as bidder, declares that the only persons or parties interested in this proposal as principals are those named herein; that this proposal is made without collusion
with any other person, firm or corporation; that he has carefully examined the location of the
proposed work, the annexed proposed form of contract and the plans therein referred to; and
he proposes and agrees if this proposal is accepted, that he will contract with the City of
Bakersfield, in the prescribed form of contract hereto annexed, to provide all necessary
machinery, tools, apparatus and other means of construction and to do all the work and
furnish all the materials in accordance with the plans and speafications for the above, filed in the office of the Finance Director of the City of Bakersfield and as specified in the contract,
in the manner and time therein prescribed, and according to the requirements of the Engineer
as therein set forth, and that he will take in full payment therefor the unit prices or lump
sums set forth in the following schedule:
The undersigned further agrees that in case of default in executing the required contract, with
necessary bonds, within ten (10) days, not including Sunday, after having received notice that the contract is ready for signature, the proceeds of the check or bid bond accompanying his
bid shall become the property of the City of Bakersfield.
Bidder acknowledges receipt .of the following addendum:
The bidder shall clearly list any and all addenda numbers received for the project above and on the lower left. hand corner of the sealed- bid return envelope.
Item ESTIMATED UNIT OF TI'EM UNTI' p~~ E~SION
No. QUANTI'I1' MEASURE (in figures) PRICE (in figures)
1. 1 LS Abandon Pipeline
2. 815 SQFT Remove Pavement
Marking .
SIGNED
Bidder Company
Address
P.O. BOX
City State Zip Code
Area Code Telephone Number
License No. and Expiration Date
Page 1 of 2
41
ITEM ESTIMATED UNIT OF ITEM UNIT EXTENSION
NO. QUANTITY MEASURE PRICE PRICE
(in Figures) (in figures)
3. 3 EA Remove Inlet, Headwall and
Endwall
4. 1 LS Remove Pipe
5. 1 LS Clearing and Grubbing
6. 50 CY Roadway Excavation
7. 23 TON Asphalt Concrete (Type B)
8. 43 TON Aggregate Base (Class 2)
9. 45 LF Asphalt Concrete Trench
Patch (18" Pipe}
10. 1 LS Finishing Roadway
11. 200 LF 18" Reinforced Concrete Pipe (Class III, Rubber
Gasket Joint} or Plastic Pipe
12. 1 EA Minor Structure (T~pe "A"
Catch Basin)
13. 2 EA Minor Structure (Junction
.Box)
14. 1 EA Minor Structure ('I~rpe "A"
Manhole)
15. 225 LF Minor Concrete ('Type "A" .Curb & Gutter)
16. 1500 SQFT Minor Concrete (Sidewalk)
17. ~ 500 SQFT Pavement Marking (White)
18. 120 LF Traffic Stripe (Detai138A}
19. 1 LS Block Wall Modification
20. 1 LS Traffic Signal and Lighting Modification,
(Planz Rd. at Wible Rd.)
21. 1 LS Traffic Signal and Lighting
Modification, (Ming Ave. at Castro Ln.)
22. 1330 LS Interconnection, Conduit and
Conductor
TOTAL BID ~ SIGNED
Page 2 of 2 Bidder
42
{
The Extension Price has been calculated by multiplying the Estimated Quantity by the Unit Price. In
the case of lump sum items, the Estimated Quantity shall be unity. The Bid Total is the sum of all
Extension Prices. Bidder agrees that in case of any discrepancy between the Unit Price(s) and the
respective Extension Price(s) and/or the Bid Total, the Unit Price(s) shall prevail,and the bid
submitted shall be the correctly computed sum of all correctly computed Extension Prices, provided,
however, if the amount set forth as a Unit Price is unintelligible or omitted, then the amount set forth in the Extension Price column for the item shall be used to determine the correct Unit Price in
accordance with the following:
(1) As to lump sum items, the amount set forth in the Extension Price column
shall be the Unit Price.
(Z) As to unit basis items, the amount set forth in the Extension Price column shall be divided by the estimated quantity for the item and the price thus
obtained shall be the Unit Price.
LIST OF SUBCONTRACTORS
.All persons or parties submitting a bid proposal on the project shall complete the following form,
setting forth the name and the location of the mill, shop or office of each subcontractor who will perform work or labor or render service to the Contractor in or about the construction of the work or
improvement in excess of one-half of one (1%) percent of prime Contractor's total bid, or TEN
THOUSAND DOLLARS {$10,000), whichever is greater, and the portion of the work which will be
done by each subcontractor. This list is to be completed and submitted with said bid proposal.
Subcontractor's Name Description of portion and Street Address (Cit~,Sta_te=Zip) of work subcontracted
(attach additional sheets if needed)
If this proposal is accepted and the undersigned fails to execute the .aforesaid contract and to provide surety
bonds and evidence of insurance acceptable to the City as is required within eight (8) days, not including
Saturdays, Sundays and legal holidays, after the bidder receives notice from the City that the contract is ready
for signature,. the City may, at its option, determine that the bidder has abandoned the bid proposal and the
bidder's security shall be forfeited and shall become the property of the City. City shall then be free to accept
the bid of another bidder.
43
[This form shall be completed by all Bidders and submitted v. vith the Bid]
PLANS FOR MODIFICATION OF TRAFFIC SIGNAL AND LIGHTING SYSTEM AND CONSTRUCTION
OF STORM DRAIN ON PLANZ ROAD AT WIBLE ROAD AND PLANS FOR MODIFICATION OF
TRAFFIC SIGNAL AND LIGHTING SYSTEM ON MING AVENUE AT CASTRO LANE
NONCOLLUSION AFFIDAVIT TO BE EXECUTED BY BIDDER
AND SUBMITTED WITH BID
State of California)
)SS:
County of )
being first duly sworn, deposes and
Name
says that he or she is of
Title Company
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 coot .wined 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."
Signature of Bidder
Business Address
Place of Residence
Subscribed and sworn to before me
this day of 19
44
L Accompanying this proposal is .
(NOTICE: Insert the words "cash "cashier's check," "certified check," or "bidder's bond," as the case
W may be), in amount equal to at least ten percent of the total of the bid.
The names of all persons interested in the foregoing proposal as principals are as follows:
s.
IMPORTANT NOTICE If bidder or their interested person is a corporation, state legal name of corporation,
also names of the president, secretary, treasurer, and manager thereof; if a copartnership, state true name of firm, also names of all individual copartners
composing firm; if bidder or other interested person is an individual, state first and
last names in full.
~cense m actor ante wit an act prove g or t e registration o
Contractor's License No
SIGN
HERE
Signature of Bidder
NOTE--If bidder is a corporation, the legal name of the corporation shall be set
forth above together with the signature of the officer or officers authorized to
sign contracts on behalf of the corporation; if bidder is a copartnership, the true name of the firm shall be set forth above together with the signature of the
partner or partners authorized to sign contracts in behalf of the copartnership;
and if bidder is an individual, his signature shall be placed above. If signature is
by an agent, other than an officer of a corporation or a member of a
partnership, a Power of Attorney must be on file with the City Clerk of the City
of Bakersfield prior to opening .bids or submitted with the bid; otherwise, the bid
will be disregarded as irregular and unauthorized.
Business Address
Telephone No
Place of Residence
Dated ........................19.....
45
BIDDER'S BOND TO ACCOMPANY PROPOSAL
{Not necessary if cash or certified check is with bid} r
KNOW ALL MEN BY THESE PRESENTS:
THAT WE
as principal, and
asurety~re
held and firmly bound unto the City of Bakersfield, a body politic and corporate of the State of California,
in the sum of dollars to be paid to said
City, for which payments, well and truly to be made; we bind ourselves, our heirs, executors and
administrators, successors or assigns, jointly and severally by these presents. .
THE CONDITION OF THIS OBLIGATION IS SUCH:
That if the certain proposal, hereunto annexed, to construct
in the City of Bakersfield as referred to in the NOTICE TO CONTRACTORS attached hereto, is accepted
by the Council of said City and if the above bounden principal, heirs, executors, administrators, successors and
assigns, shall duly enter into and execute a contract, to construct said improvements aforementioned, and shall
execute and deliver the two bonds required by law, within ten days {not including Sunday) from the date of
a notice to the above bounden principal, that said contract is ready for execution, then this obligation shall
become null and void, otherwise it shall be and remain in full force and effect. -
IN WITNESS WHEREOF, we have hereunto set our hands and seals this r day of
19
(Seal}
{Seal}
(Seal}Page 1 of 2
46
STATE OF CALIFORNIA ) G ) ss.
COUNTY OF )
On t _ day of ,19_, before me,
a notary public in and for the County of ,State of California, personally appeared
personally known to me
proved to me on the basis of satisfactory evidence
to be the person whose name is subscribed to the within instrument as the Attorney in Fact of
and acknowledged to me that he/she subscribed the name of
thereto as surety, and his own name as Attorney in Fact.
IN WITNESS WHEREOF I have hereunto set my hand and affixed my official seal the day
and year in this certificate first above written.
Notary Public in and for said County and State
Page 2 of 2
47
SAMPLE SAMPLE
AGREEMENT N0.
PLANS FOR MODIFICATIONOF TRAFFIC SIGNAL AND LIGHTING SYSTEM AND CONSTRUCTION F OF STORM DRAIN ON PLANZ ROAD AT WIBLE ROAD AND PLANS FOR MODIFICATIONOF
TRAFFIC SIGNAL AND LIGHTING SYSTEM ON MING AVENUE AT CASTRO LANE
THIS AGREEMENT is made and entered into on , by and
between the CITY OF BAKERSFIELD, a municipal corporation, referred to herein as
"CITY" and ,referred to herein as "CONTRACTOR."
RECITALS
WHEREAS, CONTRACTOR represents CONTRACTOR is experienced and
well qualified in the field of ;and
WHEREAS, CITY desires to employ CONTRACTOR to
as set forth herein.
NOW, THEREFORE, incorporating the foregoing recitals herein, CITY and
CONTRACTOR mutually agree as follows:
1. SCOPE OF WORK. The scope of work is described as:
The scope of work shall include all items and
procedures necessary to properly complete the task CONTRACTOR has been hired to
perform, whether specificall included in the sco a of work or not. Y p
The following shall be deemed to be part of this agreement as if fully set forth
herein:
1. Notice to Contractors
2. Special Provisions
3. Bid Proposal
4. Bidder's Bond
5. Performance Bond
6. Material and Labor Bond
7. Letters of transmittal, if any
8. All provisions required by law to be inserted in this contract whether
actually inserted or not.
9. Hold Harmless Agreement
10. Current State of California DAS 140 Form
(if required by Specifications)
2. COMPENSATION, CONTRACTOR shall be paid for services performed
under this Agreement as follows:
. The compensation set forth in this paragraph
shall be the total compensation for the services provided by CONTRACTOR, including all
out-of-pocket costs incurred. CITY shall pay no fee other than the compensation listed in
this paragraph unless otherwise agreed to in writing by the CITY.
3. PAYMENT PROCEDURE. CONTRACTOR shall be paid for services
rendered after receipt of an itemized invoice for the work completed and approved by CITY
in accordance with the terms of this Agreement. Payment by CITY to CONTRACTOR
shall be made within forty-five (45) days after receipt and approval by CITY of
CONTRACTOR's itemized invoice.
4, WAIVER OF DEFAULT, The failure of any party to enforce against
another a provision of this Agreement shall not constitute a waiver of that party's right to
enforce such a provision at a later time, and shall not serve to vary the terms of this
Agreement.
5. ATTORNEY'S FEES. In any action arising from or related to the
terms of this Agreement, the prevailing party shall be entitled to recover its attorneys' fees
.and court costs and other nonreimbursable litigation expenses, such as expert witness fees
and .investigation expenses, whether or not such action proceeds to judgment.
6. LICENSES. CONTRACTOR shall, at its sole cost and expense, keep
in effect or obtain at all times during the term of this Agreement any licenses, permits -and
approvals which are legally required for CONTRACTOR to practice its profession.
7. LITIGATION. In the event litigation is commenced involving this
contract, CONTRACTOR, at the request of the CITY, shall assist CITY in the litigation.
8. STANDARD OF PERFORMANCE. All work shall be performed in
conformity with all legal requirements and industry standards observed by a competent
practitioner of the profession in California.
9. MERGER. AND MODIFICATION. This contract sets forth the entire
Agreement between the parties and supersedes all other oral or written representations.
This contract may be modified only in a writing approved by the City Council and signed
by all the parties.
10. EXHIBITS, In the event of a conflict between the terms, conditions
or operations set forth herein and those in exhibits attached hereto, the terms, conditions,
or specifications set forth herein shall prevail. All exhibits to which reference is made in
this Agreement are deemed incorporated in this Agreement, whether or not actually
attached.
- 49 -
11. CONFLICT OF INTEREST, CONTRACTOR stipulates that
corporately or individually, the firm, its employees and subconsultants have no financial
interest in either the success or failure of any project which is dependent on the results of
the studies prepared under this Agreement.
12. TERMINATION. This Agreement may be terminated by any party
upon ten (10) days written notice to all other parties.
13. COMPLIANCE WITH ALL LAWS. CONTRACTOR shall, at
CONTRA.CTOR's sole cost, comply with all of the requirements of Municipal, State, and
Federal authorities now in force, or which may hereafter be in force, pertaining to this
Agreement, and shall faithfully observe in all activities relating to or growing out of this
Agreement all Municipal ordinances and State and Federal statutes, rules or regulations
now in force or which may hereafter be in force.
14. INDEPENDENT CONTRACTOR. This Agreement calls for the
performance of the services of CONTRACTOR as an independent contractor, and
CONTRACTOR will not be considered an employee of the CITY for any purpose and is
not entitled to any of the benefits provided by CITY to its employees. This Agreement
shall .not be construed as forming a partnership or any other association with
CONTRACTOR other. than that of an independent contractor. CONTRACTOR shall have
no authority beyond that given in this Agreement to act on behalf of CITY as an agent nor
to bind CITY to any obligation not expressly authorized herein.
15. INSURANCE, In addition to any other form of insurance or bond
required under the terms of this Agreement, the CONTRACTOR shall procure and
maintain for the duration of this Agreement the following types and limits of insurance,
otherwise referred to as "basic insurance requirements":
a. Automobile liability insurance, providing coverage on an occurrence
basis for bodily injury, including death, of one or more persons,
property damage and personal injury, with limits of not less than One
Million Dollars ($1,000,000) per occurrence; and
b. Broad form commercial general liability insurance, providing coverage
on an occurrence basis for bodily injury, including death, of one or
more persons, property damage and personal injury, with limits of not
less than One Million Dollars ($1,000,000) per occurrence; and
c. Workers' compensation insurance with statutory limits and employer's
liability insurance with limits of not less than One Million Dollars
($1,000,000) er accident. P
Insurance is to be placed with insurers with a Bests' rating of no less than
A:VII. This requirement may be waived at the CITY'S sole discretion.
All policies required of the CONTRACTOR hereunder shall be primary
• 50 -
insurance as respects the CITY, its mayor, council, officers, agents, employees and
volunteers and any insurance orself-insurance maintained by the CITY, its mayor, council,
officers, agents, employees and volunteers shall be excess of the CONTRACTOR's
insurance and shall not contribute with it.
The automobile liability policies shall provide coverage for owned, non-owned
and hired autos.
The liability policies shall provide contractual liability coverage for the terms
of this Agreement.
The liability policies shall contain an additional insured endorsement in favor
of the CITY, its mayor, council, officers, agents, employees and volunteers.
The workers' compensation policy shall contain a waiver of subrogation
endorsement in favor of the CITY, its mayor, council, officers, agents, employees and
volunteers.
All policies shall contain the following endorsement: An endorsement
providing the CITY with thirty (30) days' written notice of cancellation or material change
i~n policy language or terms. All policies shall provide that there shall be continuing liability
thereon, notwithstanding any recovery on any policy.
The insurance required under this agreement shall be maintained until all
work required to be performed under the terms of this agreement is satisfactorily completed
as evidenced by formal acceptance by the CITY.
All costs of insurance required under this agreement shall be included in the
CONTRACTOR's bid, and no additional allowance will be made for additional costs which
maybe required by. extension of the ,insurance policies.
The CONTRACTOR shall furnish the City Risk Manager with a certificate
of insurance and, if requested, copies of endorsements or all insurance policies evidencing
the insurance required under this Agreement. The CITY may withhold payments to
CONTRACTOR if certificates of insurance, endorsements, or copies of policies required
in this Agreement have not been provided.
Any deductibles, self-insured retentions or insurance in lesser amounts, or lack
of certain types of insurance otherwise required by this Agreement of the CONTRACTOR,
must be declared to and approved by the CITY.
However, unless otherwise approved by the CITY, if any part of the work
under this Agreement is subcontracted, the "basic insurance requirements" set forth
hereinabove shall be provided by or on behalf of all subcontractors even if the CITY has
approved lesser insurance requirements for CONTRACTOR. CONTRACTOR shall be
responsible for determining and guaranteeing all subcontractors are insured as set forth in
this paragraph.
•51-
16. INDEMNITY. CONTRACTOR shall inde~r~nify, defend and hold
harmless CITY, its officers, agents and employees against any and all liability, claims,
actions, causes of action or demands whatsoever against them, or any of them, for injury to
or death of persons or damage to property arising out of, connected with, or caused by
CONTRACTOR, CONTRACTOR's employees, agents, subcontractors, or independent
Y contractors or companies in the performance of, or in any way arising from, the terms and
provisions of this Agreement whether or not caused in part by a party indemnified
hereunder.
Contractor's duty to defend includes the duty to pay all costs of defense
including, but not limited to, reasonable attorneys' fees.
17. EXECUTION. This Agreement is effective upon execution. It is the
product of negotiation and therefore shall not be construed against any party.
18. .NOTICES. All notices relative to this Agreement shall be given in
writing and shall be sent by certified or registered mail and be effective upon depositing in
the United States mail. The parties shall be addressed as follows, or at any other address
designated by notice:
CITY: CITY OF BAKERSFIELD PUBLIC WORKS DEPARTMENT
1501 Truxtun Avenue
Bakersfield, California 93301
CONTRACTOR:
19. FORUM. Any lawsuit pertaining to any matter arising under, or
growing out of, this contract shall be instituted in Kern County, California.
20. ASSIGNMENT. This contract shall not be assigned by any party, or
any party substituted, without prior written consent of all the parties.
21. BINDING EFFECT. The rights and obligations of this Agreement shall
inure to the benefit of, and be binding upon, the parties to the contract and their heirs,
administrators, executors, personal representatives, successors and assigns.
22. TITLE TO DOCUMENTS. All documents, plans, and drawings, maps,
photographs, and other papers, or copies thereof prepared by CONTRACTOR pursuant
to the terms of this Agreement, shall, upon preparation, become the property of the CITY.
' - 52 -
23. ACCOUNTING RECORDS. CONTRACTOR shall maintain accurate
accounting records and other written documentation pertaining to the costs incurred in
performance of this Agreement. Such records and documentation shall be kept at
CONTRACTOR's office during the period of this Agreement, and after the term of this
Agreement for a period of three years from the date of the final payment under this
Agreement, and shall be made available to CITY representatives upon request at any time
during re lar business hours.
24. CORPORATE AUTHORITY. Each individual executing this
Agreement represents and warrants that he/she is duly authorized to execute and deliver
this Agreement on behalf of the corporation or organization named herein and that this
Agreement is binding upon said corporation or organization in accordance with its terms.
25. TAX NUMBERS.
CONTRACTOR's Federal Tax ID Number .
Is CONTRACTOR a corporation? Yes r, N
(Please check one.}
----------000----------
- 53 - o
IN WITNESS WHEREOF, the parties hereto have caused this Agreement to
be executed, the day and year first-above written.
"C~" "CONTRACTOR'
CITY OF BAKERSFIELD P
By BY
BOB PRICE
Mayor
Title
APPROVED AS TO FORM;
JUDY K. SKOUSEN
City Attorney
By
. ROBERT M. SHERFY
Assistant City Attorney
APPROVED AS TO CONTENT;
By
RAUL M. ROJAS
Public Works Director
COUNTERSIGNED;
By
GREGORY J. KLIMKO
Finance Director
. ~4 .
GUARAl~1T'EE
P~ TRAFFIC SIGNAL EQUIPMENT
CITY OF BAKERSFIELD
Department of Public Works
1501 Truxtun Avenue, Annex Building
Bakersfield, California 93301
In accordance with the terms of Contract No. for:
PLANS FOR MODIFICATION OF TRAFFIC SIGNAL AND LIGHTING SYSTEM
AND CONSTRUCTION OF STORM DRAIN ON PLANZ ROAD AT WIBLE ROAD AND PLANS
FOR MODIFICATION OF TRAFFIC SIGNAL AND LIGHTING SYSTEM ON MING AVENUE
AT CASTRO LANE
awarded on ,between the City of Bakersfield (hereinafter referred to as the City), and the
undersigned, which contract provides for the installation of li~htin~ and/or traffic si ng_al system ,and
under which contract the undersigned has furnished and installed such system, the following guarantee of the
said system is hereby made.
Should any of the equipment installed pursuant to said contract, except .lighting elements, .prove defective or should the system as a whole prove defective, due to faulty workmanship, material furnished, or
method of installation, or should said system or any part thereof fail to operate properly, as planned, due to
any of the above causes, all within (1) year after date on which said contract is accepted by the City, the
undersigned agrees to reimburse the City, upon demand, for its expenses incurred in restoring said systems
to the condition contemplated in said contract, including the cost of any equipment or materials replaced, or,
upon demand by the City, to replace any such equipment and repair said systems completely without. cost to
the City, so that they will operate successfully as originally contemplated.
The City shall have-the option to make. any needed repairs or replacements itself or to have such
replacements or repairs done by the undersigned. Prior to such replacement or repair work .being done by the
City, the undersigned shall have the option to make any needed repairs or replacements. In the event the City
elects to have said work performed by the undersigned, the undersigned agrees that the repairs shall
commence to be made and such materials as are necessary shall commence to be furnished and installed
within Twenty-Four (24} hours of the date specified in the City's written notification. Contractor shall prosecute with due diligence to complete the work within a reasonable period of time, as specif ied in the City's
written notification.
Said system will be deemed defective within the meaning of this guarantee in. the event that they fail
to operate as originally intended by the manufacturers thereof and in accordance with the plans and
specifications included in saidcontract.
Date Contractor's Signature
Firm
Address
•55-
MATERIAL AND W~R.KMANSHIP
CITY OF BAKERSFIELD
Department of Public Works
1501 Truxtun Avenue, Annex Building
Bakersfield, CA 93301
In accordance with the terms of the Contract for: _
PLANS FOR MODIFICATION OF TRAFFIC SIGNAL AND LIGHTING SYSTEM AND CONSTRUCTION OF STORM DRAIN ON PLANZ ROAD AT WIBLE ROAD AND PLANS FOR
MODIFICATION OF TRAFFIC SIGNAL AND LIGHTING SYSTEM ON MING AVENUE AT
CASTRO LANE
awarded on ,between the City or Bakersfield (hereinafter ref erred to as "City"), and the
undersigned, which contract provides for the installation of ,and other facilities and under which
contract the undersigned has installed such facilities, the following guarantee of the said facilities is hereby
made:
When the project is completed and accepted, we guarantee the same to be free from
imperfect workmanship and/or materials, and we agree to repair and/or replace at our own cost and expense, any and all such work, and/or materials which may prove defective in
workmanship or materials within a period of one (1}year from the date of acceptance of the
above named construction project, ordinarywear and tear or neglect excepted. We also agree
to repair and/or replace, at our own cost and expense, any work and/or materials that we may
disturb or displace in making good such defects.
Withintwenty-four (2) hours after being notified in writing by .the City or the City's representative, or the agent of either of them, of any defects- in said work or materials, we .
agree to commence and prosecute with due diligence, all work necessary to fulfill the terms
of this guarantee and to complete the work within a reasonable period of time, and in the
event of our failure. to so comply, we collectively and expressly do hereby authorize the City
and/or the City's representative, orthe agent of either of them, to proceed to have such work
done at our expense and we will honor and pay the cost and charges therefor upon demand.
This guarantee is made expressly for and runs to the benefit of both the City of the above mentioned
construction project and the City's representative, and shall be enforceable by either of them.
DATED
Contractor's Name
Authorized Signature
-56-
HOLD HARMLESS AGREEMENT
CITY OF BAKERSFIELD
IT IS HEREBY AGREED that , agrees to indemnify and hold harmless the
City of Bakersfield, its agents, employees or any other persons against loss or expense.including attorneys fees,
by reason of the liability imposed by law upon the City, except in cases of the City's sole negligence, for
damage because of bodily injury, including death at any time resulting therefrom, sustained by any person or
persons, or on account of damage to property arising out of or in consequence of ~a~reement name.
IT IS FURTHER UNDERSTOOD AND AGREED that the Contractor shall (at the option of the City),
defend the City of Bakersfieldwithappropriatecounsel and shall further bear all costs and expenses, including
the expense of counsel, in the defense of any suit arising hereunto.
DATED
Contractor's Name
Authorized Signature
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[To be completed by the Contractor, if he elects to substitute securities in lieu of retention].
ESCROW AGREEMENT
FOR
SECURI'T'Y DEPOSITS IN LIEU OF RETENTION
THIS ESCROW AGREEMENT is made and entered into by and between
~thnce arlciresc is
hereinafter called "Owner"_
~athnce_ ac~c~recs is
hereinafter ralleci "f~~ntrartnr" anc~
whnce ac~dre~c is
hereinafter called "Escrow Agent".
For -the consideration hereinafter set forth, the Owner, Contractor, and Escrow Agent agree as
follows:
1. Pursuant to Section 22200 of the Public Contract Code of the State of California, Contractor has
the option to deposit securities with Escrow Agent as a substitute for retention earnings required to be withheld by Owner .pursuant to the Construction Contract entered into between the Owner and Contractor
for
in the amount of dated .(hereinafter referred to as
the "Contract"). When Contractor deposits the securities as a substitute for Contract earnings, the Escrow
Agent shall notify the Owner within ten (10) days of the deposit. The market value of the securities at the time
of the substitution shall be at least equal to the cash amount then required to be withheld as retention under
the terms of the Contract between the Owner and Contractor. Securities shall be held in the name of
and shall designate the Contractor as the beneficial owner.
2. The Owner 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 hold
securities in the form and amount specified above.
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3. Alternatively, the Owner may make payments directly to Escrow Agent in the amount of retention
for the benefit of the Owner until such time as the escrow created hereunder is terminated.
4. Contractor shall be responsible for paying all fees for the expenses incurred by Escrow Agent in
administering the escrow account. These expenses and payment terms shall be determined by the 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 Owner.
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 Owner to the Escrow
Agent that Owner consents to the withdrawal of the amount sought to be withdrawn by Contractor.
7. The Owner shall have a right to draw upon the securities in the event of default by the Contractor. Upon seven (7) days' written notice to the Escrow Agent from the Owner of the default, the Escrow Agent
shall immediately convert the securities to cash and shall distribute the cash as instructed by the Owner.
8. Upon receipt of written notification from the Owner certifying that the Contract is final and
complete, and that the Contractor has complied with all requirements and procedures applicable to the
Contract, 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. Escrow Agent shall rely on the written notifications from the Owner and the Contractor pursuant
to Sections {4) to (6), inclusive, of this agreement and the Owner and Contractor shall hold Escrow Agent
harmless from Escrow Agent's release and disbursement of the securities and interest as set forth above.
10. The names of the persons who are authorized to give written notice or receive written notice on behalf of the Owner and on behalf of Contractor in connection with the foregoing, and exemplars of their
respective signatures, are as follows:
On behalf of Owner: On behalf of Contractor:
Title Title
Name Name
Signature Signature
Address -2- Address
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On behalf of Escrow Agent:
k
Title
Name
Signature
Address
At the time the Escrow Account is opened, the Owner and Contractor shall deliver to the Escrow
Agent a fully executed counterpart of this Agreement.
IN WITNESS WHEREOF, the parties have executed this Agreement by their proper officers on the
date first set forth above.
Owner Contractor
Title Title
Name Name
Signature Signature
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MATERIAL -LABOR BOND
KNOW ALL MEN BY THESE PRESENTS, THAT, WHEREAS, the CITY OF
BAKERSFIELD, County of Kern, State of California, hereinafter designated the "Owner," has, on DATE OF COUNCIL MEETING) , awarded to
NAME OF CONTRACTOR)
hereinafter designated as the "Principal," a contract for the construction of
PLANS FOR MODIFICATION OF TRAFFIC SIGNAL AND LIGHTING SYSTEM AND
CONSTRUCTION OF STORM DRAIN ON PLANZ ROAD AT WIBLE ROAD AND PLANS FOR MODIFICATION OF TRAFFIC SIGNAL AND LIGHTING SYSTEM ON MING AVENUE AT
CASTRO LANE
WHEREAS, said Principal is required to furnish a bond in connection and with said contract,
providing that if said Principal, or any of his or its subcontractors, shall fail to pay for any materials,
provisions, or other supplies used in, upon, for, or about the performance of the work contracted to be done,
or for any work or labor done thereon of any kind, the Surety of this bond will pay the same to the extent hereinafter set forth:
NOW, THEREFORE, WE, the Principal, and (LEAVE BLA[~1K FOR
BONDING COMPANY) , as Surety, are held and firmly bound unto the Owner the penal sum of
~50% OF AMOUNT AWARDED AT COUNCIL MEETING) dollars
lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors,
administrators, and successors, jointly and severally, firmly by these
presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if said Principal, his or its heirs, executors,
administrators, successors, or assigns, shall fail to pay for any materials, provisions, or other supplies used in,
upon, for, or about the performance of the work contracted to be done, or for any work or labor thereon of any kind or for any amount due under the Unemployment Insurance Code with respect to work or labor
performed under. the contract, or for any amounts due, or to be withheld pursuant to Sections 18806 of the
Revenue and Taxation Code of the State of California with respect to such work or labor, as required by the
provisions of Chapter III, Division V, Title I of the Government Code of the State of California, or with
respect to any work or labor for which a bond is requiredby the provisions of Sections 3247 through 3252 of
the Civil Code of the State of California, and provided that the persons, companies, or corporations so
furnishing said materials, provisions, or other supplies, appliances, or power use, in, upon, for, or about the performance of the work contracted to be executed or performed, or any person who performs work or labor
upon same, or any person who supplies both work and materials, thereto, shall have complied with the
provisions of said Civil Code, then said Surety will pay the same in or to an amount not exceeding the amount
hereinabove set forth, and also will pay in case suit brought .upon this bond, such reasonable attorney's fees
to the Owner as shall be fixed by the court.
This bond shall insure to the benefit of the Owners and any and all persons, companies, and corporations and their respective assigns entitled to file claims under applicable State law, including, but not
limited to, California Civil Code Section 3181, so as to give a right of action to them or their assigns in any
suit brought upon this bond.
And the said Surety, for value received, hereby stipulates and agrees that no change, extension of time,
alteration, or addition of the terms of the contract or to the work to be performed thereunder or the
specifications accompanying the same shall, in any way, affect its obligations of this bond, and it does hereby waive notice of any change, extension of time, alteration, or addition to the terms of the contract or to the
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work or to the specifications. Said Surety hereby waives the provisions of Sections 2819 and 2845 of the Civil
Code of the State of California.
IN VIi~ITNESS WHEREOF, the above bounded parties have executed this instrument under their seals 8
this- day of 19_, the name and corporate seal of each corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to authority of its
governing body.
i
Principal
(Seal)
Signature for Principal Title
(Seal)
Surety
Signature for Surety
(Attach notarization form for each required signature.)
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FAITHFUL PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS, THAT,
WHEREAS, the CITY OF BAKERSFIELD, California, a municipal corporation, hereinafter designated the
"Owner," has, on DATE OF AWARD~,19 awarded to NAME OF CONTRACTOR , a co ration
organized and doin business under and b virtue of the laws of the ~ g y State of California, hereinafter designated
as the "Principal," a contract for the PLANS FOR MODIFICATION OF TRAFFIC SIGNAL AND
LIGHTING SYSTEM AND CONSTRUCTION OF STORM DRAIN ON PLANZ ROAD AT WIBLE
ROAD AND PLANS FOR MODIFICATION OF TRAFFIC SIGNAL AND LIGHTING SYSTEM ON
MING AVENUE AT CASTRO LANE ;and
WHEREAS, said Principal is required under the terms of said contract to furnish a bond for the
faithful performance of said contract; and
NOW, THEREFORE, WE, the Principal, and~LEAVE BLA~[yK FOR BONDING COMPA,NY),
as Surety, are held and firmly bound unto the Owner in the sum of (100% OF AMOUNT AWARDED AT
COUNCIL MEETING) lawful money of the United States, for the payment of which sum, well and truly to be made, we bind
ourselves, our heirs, executors, administrators, and successors, jointly and severally, firmly by these presents.
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the above mentioned Princi a his P~
or its heirs, executors, admnistrators, successors, or assigns, shall in all things stand to and abide by, and well
and truly keep and faithfully perform the covenants, conditions, and agreements in the said contract and an alterations made as therein rovide on his or their art t y
P ~ p , o be kept and performed at the time and in the manner therein specified, and in all respects according to their .true intent and meaning, and shall indemni
and save harmle ~ ss, the Owner, its officers and agents as therein stipulated, then this obligation shall become
null and void; otherwise it shall be and remain in full force and virtue and Princi al and Sure in the event
P tY~ suit is brought on this bond, will ,pay to the Owner such reasonable attorney's fees as shall be fixed b the
court. y
As a condition precedent to the satisfactory completion of the said contract, the above obli ation
g in the said amount shall hold good for a period of one (1) year after the completion and acceptance of the
said work, during which time if the above mentioned Principal, his or its heirs, -executors administrators
successors, or assigns shall fail to make full, complete, and satisfactory re air and re lacements or tota
rotect the said P P ~ p Owner from loss of damage made evident during said period of one year from the date of
acceptance of said work,. and resulting from
or caused by defective materials andlor faulty workmanship in the prosecution of the work done, the above obligation in the said amount shall remain in full force and effect. However, an hin in this ara a h to the
Yt g P ~'P contrary notwithstanding, the obligation of the Surety hereunder shall continue so long as any obligation of
the Principal remains.
And the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration, or addition to the terms of the contract or to the work to be performed thereunder or the
specifications accompanying the same shall, in any way, affect its obligations on this bond, and it does hereby
waive notice of any such change, extension of time, alteration, or addition to the terms of the contract or to
the work or to the specifications. Said Surety hereby waives the provisions of Sections 2819 and 2845 of the
Civil Code of the State of California.
As a part of the obligation secured hereby and in addition to the amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by the
Owner in successfully enforcing such obligation, all to be taxed as costs and included in any judgment
rendered.
IN HESS WHEREOF, the above mentioned parties have executed this instrument under their
seals this day of ,19_, the name and corporate seal of each
corporate party being hereto affixed and these presents duly signed by its undersigned representative, pursuant to .authority of its governing body.
Principal
(Seal) ~ Signature for Principal Title
Surety
(Seal) Signature for Surety Title
(Attach notarization form for each required signature.}
Page 2 of 2
64
Tt~is form should be sent to the Joint Apprenticeship Committee of the craft or trade in the area of the site of the public work. If
you have any questions as to the address of the appropriate P U B Ll C W~ R KS
Joint Apprenticeship Committee, contact the nearest office of tie Division of Apprenticeship Standards IoAS~. consult your CONTRACT AWARD 1NFdRMAT1QN
alephone directory under California, State of, Industrial
Relations, for the DAS offlce in your area.
g NAA~E ~ CO(YTRACTOR CONTRACTORS STATE LICENSE NO,
CONT'RACTOR'S MAUNG ADDRESS - NUMBER b STREET, CITY, ZIP CODE AREA CODE b TELEPHONE NO.
f
NAME 8 LOCATION OF PUBLIC WiORKS PROJECT DATE OF CO(YTAACT awAAO
DATE OF EXPECTED OR ACTUAL START OF PROJECT
NAME 3 ADDRESS OF PI~LJC AGENCY AWAAOWG CONTRAC'~ ' ESTIMATE NUI~EA OFJOUANEYME~V HOURS
APPRENTICES
' OCCUPATION OF APPRENTICE ~ NUJ48ER TO 8E EMPlOYEO I APPROXIMATE DATES TO BE EMPLOYED
Check One Of The Boxes Below:
Box 1 ~ We request dispatch of apprentice{s) for this job. We voluntaniy choose to comply with the applicable Joint Apprenticeship Committee Standards for the duration of this job only, in training the apprentice{s). We
assume no other obligations to the committee or unions under State or Federal laws.
Box 2 ~ We request dispatch of apprentice{s) for this job. We do not wish to follow the applicable Joint
Apprenticeship Committee Standards in training the apprentices; instead, we agree to employ and train
apprentice{s) in accordance with the California Apprenticeship Council .regulations governing employment of
apprentices on public work projects. We assume no other obligations to the committee or unions under State or Federal laws. °
Box 3 ~ We are already approved to train apprentices by the applicable Joint Apprenticeship Committee and we will
employ and train under the Standards.
Box 4 ~ We do not request the dispatch of apprentice{s) since apprentices are not required on this job under the
provisions of California Labor Code Section 1 ?77.5, because:
Signature
~ Typed Name
Title Date
State of California - Department of Industrial Relations
DAS tao (New 1190) DIVISION OF APPRENTICESHIP STANDARDS
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