CC - Item 3F - Approval of Plans, Seek Bids for Reconstruction of Various AlleysFA
ROSEMEAD CITY COUNCIL
STAFF REPORT
TO: THE HONORABLE MAYOR AND CITY COUNCIL
FROM: ANDREW C. LAZZARETTO, CITY MANAGE
DATE: NOVEMBER 28, 2006
SUBJECT: APPROVAL OF PLANS AND SPECIFICATIONS AND
AUTHORIZATION TO SEEK BIDS FOR RECONSTRUCTION OF
VARIOUS ALLEYS
SUMMARY
Plans and specifications have been prepared for the reconstruction of three alleys: (1)
north of Valley Boulevard (Bartlett/East End), (2) north of Valley Boulevard (Rio
Hondo/East End), and (3) south of Valley Boulevard (Temple City/Strang). The alleys
are deteriorating and in need of reconstruction. City Council will consider the approval
of the plans and specifications and authorization to advertise for bids.
Staff Recommendation
Staff recommends that the City Council approve the plans and specifications for the
Reconstruction of Various Alleys (Attachment A) and authorize advertisement for bids
by the City Clerk.
ANALYSIS
The project involves the reconstruction of existing alley pavement with concrete
pavement. The following alleys will be reconstructed:
Alley north of Valley Boulevard from Bartlett Avenue to the east end;
Alley north of Valley Boulevard from Rio Hondo Avenue to the east end; and
Alley south of Valley Boulevard from Temple City Boulevard to Strang Avenue.
The project also includes construction of storm drain lines to collect storm water runoff
from the alley north of Valley Boulevard, between Rio Hondo Avenue and the east end,
and the alley east of Del Mar Avenue, between Dorothy Avenue and the south end.
Each storm drain line will be aligned within adjacent private property and connect to the
existing storm drain systems in Valley Boulevard and Del Mar Avenue, respectively.
Storm drain easements have been previously obtained from two affected property
owners.
APPROVED FOR CITY COUNCIL AGENDA: ~11~~
City Council Meeting
November 28, 2006
Page 2 of 2
The proposed schedule for construction is as follows:
Receive Bids
Award Contract
Begin Work
Complete Work
January 4, 2007
January 23, 2007
March 5, 2007
April 27, 2007
The plans and specifications have been reviewed and are acceptable to the City
Engineer. The Engineer's estimate for construction is $420,000.
FINANCIAL REVIEW
Funding for the project is included in the FY 06-07 Budget utilizing Community
Development Block Grant (CDBG) and State Gas Tax funds.
PUBLIC NOTICE PROCESS
This item has been noticed through the regular agenda notification process.
Submitted by:
/4tAJU---
Ken Rukavina, P.E.
City Engineer
Attachment A: Plans and Specifications
CITY OF ROSEMEAD
CALIFORNIA
CONTRACT DOCUMENTS
SPECIFICATIONS AND STANDARD DRAWINGS
FOR
ALLEY AND STORM DRAIN IMPROVEMENTS
IN
VARIOUS ALLEYS
FISCAL YEAR 2006-2007
IN THE CITY OF ROSEMEAD
Prepared by:
WILLDAN
Serving Public Agencies
13191 CROSSROADS PARKWAY NORTH, SUITE 405
INDUSTRY, CALIFORNIA 91746-3497
(562) 908-6200
CITY OF ROSEMEAD
ROSEMEAD, CALIFORNIA
CONTRACT DOCUMENTS
SPECIFICATIONS AND STANDARD DRAWINGS
FOR
ALLEY AND STORM DRAIN IMPROVEMENTS
IN
VARIOUS ALLEYS
FISCAL YEAR 2006-2007
IN THE CITY OF ROSEMEAD
WILLDAN
Serving Public Agencies
13191 Crossroads Parkway North, Suite 405
Industry, California 91746-3497
(562) 908-6200
Under the Supervision of
P.
RCE No. 50706
/ iCx
Date
SB:jmk/Iss (06-140)
14063\0206\SPC06-56
TABLE OF CONTENTS
NOTICE INVITING SEALED BIDS A
INSTRUCTIONS TO BIDDERS B
PROPOSAL C
CONTRACT AGREEMENT AND BONDS D
GENERAL SPECIFICATIONS E
SPECIAL PROVISIONS
PART 1 - GENERAL PROVISIONS 1-1-1-24
PART 2 - CONSTRUCTION MATERIALS 2-1 - 2-3
PART 3 - CONSTRUCTION METHODS 3-1 - 3-10
SIGNING, STRIPING, AND PAVEMENT MARKERS SS-1-SS-3
APPENDICES
STANDARD DRAWINGS ..............................................................................APPENDIX
DEMO FORMS .............................................................................................APPENDIX II
PUBLIC IMPROVEMENT PROJECT SIGN .................................................APPENDIX III
SPC06-56
CITY OF ROSEMEAD
NOTICE INVITING SEALED BIDS
' FOR
ALLEY AND STORM DRAIN IMPROVEMENTS
' IN
VARIOUS ALLEYS
FISCAL YEAR 2006-2007
IN THE CITY OF ROSEMEAD
' PUBLIC NOTICE IS HEREBY GIVEN that the City of Rosemead as AGENCY, invites
sealed bids for the above-stated project and will receive such bids in the offices of the City
Clerk, 8838 East Valley Boulevard, Rosemead, California 91770, up to the hour of 11:00
a.m., on Thursday, January 4, 2006, at which time they will be publicly opened.
A mandatory pre-bid meeting will be held on Wednesday, December 20, 2006, at 2:00
p.m., at City Hall, 8838 East Valley Boulevard, Rosemead, California. All prime
Contractors are required to have a representative attend and sign in at the pre-bid meeting.
Failure to comply with this attendance and sign-in requirement will result in the Bidder's
' proposal being found non-responsive to the required bid procedures. At the pre-bid
meeting, new Section 3 requirements will be explained to facilitate completion of the
' required Section 3 documents in the bid proposal. Award of the project will be contingent
on the content of these Section 3 documents.
Copies of the Plans, Specifications, and Contract Documents are available from the City of
Rosemead, 8838 East Valley Boulevard, Rosemead, California, upon payment of a $25.00
nonrefundable fee, if picked up, or payment of a $35.00 nonrefundable fee, if mailed.
Any contract entered into pursuant to this notice will incorporate the provisions of the State
Labor Code. Compliance with the prevailing rates of wages and apprenticeship
' employment standards established by the State Director of Industrial Relations will be
required. Copies of prevailing wage rates are on file and are available for inspection in the
office of the City Clerk, 8838 East Valley Boulevard, Rosemead, California.
This is a HUD Section 3 contract, and all bidders must commit to achieving the Section 3
employment and contracting goals to be considered a Section 3 responsive bidder. A
' bidder who is not responsive to Section 3 requirements shall be considered a non-
responsive bidder to this invitation for bid.
' This is a federally assisted construction contract. Federal labor standards provisions,
including prevailing wage requirements of the Davis-Bacon and Related Acts, will be
enforced. In the event of a conflict between the Federal General Wage Decision as
SPC06-56 A-1
established by the United States Department of Labor (incorporated into the bid document
for this contract) and the State General Prevailing Wage Determination as established by
the California Department of Industrial Relations (available at
http://www.dir.ca.gov/DLSR/PWD/index.htm), the higher of the two will prevail. Lower State
wage rates for work classifications not specifically included in the Federal wage decision
are not acceptable. This includes "helper" (or other classifications based on hours of
experience) or any other classification not appearing in the Federal wage decision.
Apprenticeship Program: Attention is directed to Sections 1777.5, 1777.6, and 1777.7 of
the California Labor Code and Title 8 of the California Administrative Code, Section 200, et
seq., to ensure compliance and complete understanding of the law regarding apprentices.
Conflict of Interest: in the procurement of supplies, equipment, construction, and services
by sub-recipients, the conflict of interest provisions in 24 CFR 85.36, OMB Circular A-110,
and 24 CFR 570.611 shall apply. No employee, officer, or agent of the sub-recipient shall
participate in the selection, award, or administration of a contract supported by federal
funds if a conflict of interest, real or apparent, would be involved.
Affirmative action to ensure against discrimination in employment practices on the basis of
race, color, national origin, ancestry, sex, or religion will also be required.
The AGENCY will retain 10 percent from all progress amounts due as specified in Section
9-3.2 of the Special Provisions. In accordance with Section 4590 of Chapter 13 of Division
5 of Title 1 of the Government Code of the State of California, the Contractor may
substitute with an escrow holder securities of equal value to the retained amount and the
Contractor shall be beneficial owner of any securities deposited for monies and shall
receive any interest thereon.
The AGENCY hereby affirmatively ensures that minority business enterprises will be
afforded full opportunity to submit bids in response to this notice and will not be
discriminated against on the basis of race, color, national origin, ancestry, sex, or religion in
any consideration leading to the award of contract.
' In entering into a public works contract, or a subcontract, to supply goods, services, or
materials pursuant to a public works contract, the Contractor, or subcontractor, offers and
agrees to assign to the awarding body all rights, title and interest in, and to, all causes of
' action it may have under Section 4 of the Clayton Act (15 U.S.C. Section 15) or under the
Cartwright Act (Chapter 2 [commencing with Section 167001 of Part 2 of Division 7 of the
Business and Professions Code), arising from purchases of goods, services, or materials
' pursuant to the public works contract or the subcontract. This assignment shall be made
and become effective at the time the awarding body tenders final payment to the
Contractor, without further acknowledgment by the parties.
Bids must be prepared on the approved Proposal forms in conformance with the
INSTRUCTIONS TO BIDDERS and submitted in a sealed envelope plainly marked on the
1 outside
SPC06-56 A-2
I
' The bid must be accompanied by certified check, cashier's check or bidder's bond made
payable to the AGENCY or cash deposit for an amount not less than 10 percent of the total
amount bid.
' All bidders shall be licensed in accordance with provisions of the Business and Professions
Code and shall possess a State Contractor's License, Class A, at the time of bid submittal.
' The successful Contractor and his subcontractors will be required to possess business
licenses from the City.
' The AGENCY reserves the right to reject any or all bids, to waive any irregularity, and to
take all bids under advisement for a period of forty-five (45) days.
t BY ORDER OF THE CITY OF ROSEMEAD, CALIFORNIA
SPC06-56 A-3
INSTRUCTIONS TO BIDDERS
PROPOSALFORMS
Bids shall be submitted in writing on the proposal forms provided by the AGENCY. All
information requested therein must be clearly and legibly set forth in the manner and form
indicated. The AGENCY will not consider any proposal not meeting these requirements.
PROPOSAL GUARANTEE
Proposals must be accompanied by a proposal guarantee consisting of a certified check,
cashier's check or bidder's bid bond by an "admitted surety insurer" payable to the
AGENCY or cash deposit in the amount not less than 10 percent of the total amount bid.
Any proposal not accompanied by such a guarantee will be deemed non-responsive and
will not be considered. If a bidder to whom a contract is awarded fails or refuses to execute
the Contract Documents or furnish the required insurance policies and bonds asset forth in
those documents, the proposal guarantee shall be forfeited to the AGENCY. The proposal
guarantee of each bidder will be held until the successful bidder has properly executed all
contract documents.
DELIVERY OF PROPOSAL
Proposals shall be enclosed in a sealed envelope plainly marked on the outside, "SEALED
BID ALLEY AND STORM DRAIN IMPROVEMENTS IN VARIOUS ALLEYS - FISCAL
YEAR 2006-2007 - IN THE CITY OF ROSEMEAD - DO NOT OPEN WITH REGULAR
MAIL." Proposals may be mailed or delivered by messenger. However, it is the bidder's
responsibility alone to ensure delivery of the proposal to the hands of the AGENCY'S
designated official prior to the bid opening hour stipulated in the NOTICE INVITING
SEALED BIDS. Late proposals will be deemed non-responsive and will not be considered.
WITHDRAWAL OF PROPOSALS
' A proposal may be withdrawn by a written request signed by the bidder. Such requests
must be delivered to the AGENCY's designated official prior to the bid opening hour
stipulated in the NOTICE INVITING SEALED BIDS. Proposals may not be withdrawn after
' said hour without forfeiture of the proposal guarantee. The withdrawal of the proposal will
not prejudice the right of the bidder to submit a new proposal, providing there is time to do
so.
' IRREGULAR PROPOSALS
' Unauthorized conditions, limitations, or provisions attached to a proposal will render it
irregular and may cause its rejection. The completed proposal forms shall be without
interlineations, alterations, or erasures. Alternative proposals will not be considered unless
' specifically requested. No oral, telegraphic, or telephonic proposal, modification, or
withdrawal will be considered.
I B-1
SPC06-56
r
r TAXES
No mention shall be made in the proposal of Sales Tax, Use Tax, or any other tax, as all
amounts bid will be deemed and held to include any such taxes which may be applicable.
DISQUALIFICATION OF BIDDERS
In the event that any bidder acting as a prime contractor has an interest in more than one
proposal, all such proposals will be rejected, and the bidder will be disqualified. This
restriction does not apply to subcontractors or suppliers who may submit quotations to
more than one bidder, and while doing so, may also submit a formal proposal as a prime
contractor. No proposals will be accepted from bidders who are not licensed in accordance
with the provisions of the State Business and Professions Code; and who do not possess a
State Contractor's License, Class A, at the time of bid submittal.
DISCREPANCIES AND MISUNDERSTANDINGS
Bidders must satisfy themselves by personal examination of the work site, Plans,
Specifications, and other contract documents, and by any other means as they may believe
necessary, as to the actual physical conditions, requirements, and difficulties under which
the work must be performed. No bidder shall at any time after submission of a proposal
make any claim or assertion that there was any misunderstanding or lack of information
regarding the nature or amount of work necessary for the satisfactory completion of the job.
Any errors, omissions, or discrepancies found in the Plans, Specifications, or other contract
documents shall be called to the attention of the AGENCY and clarified prior to the
submission of proposals.
EQUIVALENT MATERIALS
Approval of equipment and materials offered as equivalents to those specified must be
obtained in writing from the Engineer. Requests for consideration of equivalents must be
submitted in writing within thirty-five (35) days after award of contract and must allow
sufficient time for complete consideration of all specifications, samples, references, tests,
and other details to the full satisfaction of the Engineer without causing delay to the work.
r SPC06-56 B-2
LEGAL RESPONSIBILITIES
All proposals must be submitted, filed, made, and executed in accordance with State and
Federal laws relating to bids for contracts of this nature whether the same or expressly
' referred to herein or not. Any bidder submitting a proposal shall by such action thereby
agree to each and all of the terms, conditions, provisions, and requirements set forth,
contemplated, and referred to in the Plans, Specifications, and other contract documents,
and to full compliance therewith.
AWARD OF CONTRACT
1 The award of contract, if made, will be to the lowest responsible bidder as determined
solely by the AGENCY. Additionally, the AGENCY reserves the right to reject any or all
' proposals, to waive any irregularity, and to take the bids under advisement for a period of
forty-five (45) days, all as may be required to provide for the best interests of the AGENCY.
In no event will an award be made until all necessary investigations are made as to the
' responsibility and qualifications of the bidder to whom the award is contemplated. All bids
will be compared with the Engineer's Estimate.
1
SPC06-56 B-3
CITY OF ROSEMEAD
PROPOSAL
FOR
ALLEY AND STORM DRAIN IMPROVEMENTS
IN
VARIOUS ALLEYS
FISCAL YEAR 2006-2007
IN THE CITY OF ROSEMEAD
TO THE CITY OF ROSEMEAD, as AGENCY
In accordance with AGENCY's NOTICE INVITING SEALED BIDS, the undersigned
BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals
required for the above-stated project as set forth in the Plans, Specifications, and Contract
Documents therefore, and to perform all work in the manner and time prescribed therein.
BIDDER declares that this proposal is based upon careful examination of the work site,
Plans, Specifications, INSTRUCTIONS TO BIDDERS, and all other contract documents. If
this proposal is accepted for award, BIDDER agrees to enter into a contract with AGENCY
at the unit and/or lump-sum prices set forth in the following BID SCHEDULE. BIDDER
understands that failure to enter into a contract in the manner and time prescribed will
result in forfeiture to AGENCY of the proposal guarantee accompanying this proposal.
BIDDER understands that a bid is required for the entire work, that the estimated quantities
' set forth in the BID SCHEDULE are solely for the purpose of comparing bids, and that final
compensation under the contract will be based upon the actual quantities of work
satisfactorily completed. THE AGENCY RESERVES THE RIGHT TO INCREASE OR
' DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ANY ITEM
FROM THE CONTRACT. It is agreed that the unit and/or lump-sum prices bid include all
appurtenant expenses, taxes, royalties, and fees. In the case of discrepancies in the
' amounts bid, unit prices shall govern over extended amounts, and words shall govern over
figures.
' If awarded the Contract, the undersigned further agrees that in the event of the BIDDER's
default in executing the required contract and filing the necessary bonds and insurance
certificates within ten (10) working days after the date of the AGENCY's notice of award of
' contract to the BIDDER, the proceeds of the security accompanying this bid shall become
the property of the AGENCY and this bid and the acceptance hereof may, at the
' AGENCY'S option, be considered null and void.
C-1
SPC06_56
BID SCHEDULE
FOR
ALLEY AND STORM DRAIN IMPROVEMENTS
IN
VARIOUS ALLEYS
FISCAL YEAR 2006-2007
IN THE CITY OF ROSEMEAD
ITEM
NO.
DESCRIPTION
UNIT
ESTIMATED
QUANTITY
UNIT PRICES
EXTENDED
AMOUNT
1.
Clearing and grubbing.
LS
1
$
$
2.
Remove and construct 6-inch
LF
20
$
$
retaining curb.
3.
Remove and construct 6-inch curb
LF
40
$
$
per APWA Standard Plan No. 120-1.
4.
Remove and construct curb and
gutter per APWA Standard Plan No.
LF
50
$
$
120-1.
5.
Remove and construct 8-inch thick
PCC longitudinal gutter per APWA
SF
70
$
$
Standard Plan No. 122-1.
6.
Remove and construct 6-inch PCC
thick alley intersection per APWA
SF
250
$
$
Standard Plan No. 130-1.
7.
Remove and construct 6-inch thick
SF
26,380
$
$
PCC over compacted native.
8.
Remove and construct 4-inch thick
PCC pavement or walk over
SF
350
$
$
compacted native.
9.
Remove and construct 6-inch thick
SF
1,880
$
$
AC over compacted native.
10.
Construct curb opening catch basin
per APWA Standard Plan No. 300-2,
EA
2
$
$
including local depression per APWA
Standard Plan No. 313-2, W = 3.5.
11.
Construct 18-inch RCP 1800-D.
LF
340
$
$
12.
Construct automatic flap gate per
EA
1
$
$
LADPW Standard Plan No. 3061-2.
13.
Construct junction structure per
EA
1
$
$
APWA Standard Plan No. 331-2.
14.
Construct manhole per APWA
EA
2
$
$
Standard Plan No. 321-1.
15.
Construct precast concrete shallow
manhole per APWA Standard Plan
EA
1
$
$
No. 201-1.
16.
Construct concrete collar per APWA
EA
1
$
$
Standard Plan No. 380-2.
SPC06-56 C-2(a)
ITEM
NO.
DESCRIPTION
UNIT
ESTIMATED
QUANTITY
UNIT PRICES
EXTENDED
AMOUNT
17.
Construct blanket protection for
pipes per APWA Standard Plan No.
EA
3
$
$
225-1.
18.
Construct pipe support for conduit
across trenches per APWA Standard
EA
3
$
$
Plan No. 224-1.
19.
Construct pipe connection to existing
storm drain per APWA Standard
EA
1
$
$
Plan No. 335-1.
20.
Adjust manhole frame and cover to
EA
3
$
$
rade.
21.
Adjust water valve to grade.
EA
1
$
$
22.
Adjust water meter to grade.
EA
9
$
$
23.
Adjust cable box to grade-
EA
1
$
$
24.
Remove and reestablish sign in kind.
EA
4
$
$
25.
Remove existing tree, 12-18 inch
EA
1
$
$
diameter.
26.
Landscape improvements.
LS
1
$
$
27.
Project improvement sign.
EA
6
$
$
TOTAL BID SCHEDULE IN FIGURE
$
TOTAL BID SCHEDULE IN WORDS
SPC06-56
C-2(b)
DESIGNATION OF SUBCONTRACTORS
BIDDER proposes to subcontract certain portions of the work which are in excess of one-
half of 1 percent of the total amount bid or $10,000, whichever is greater, as follows:
NAME, ADDRESS, AND TELEPHONE
NUMBER OF SUBCONTRACTORS PORTION OF WORK
Prior to award of Contract, Contractor shall submit a list of suppliers and vendors in writing
to the City Engineer.
SPC06-56
C-3
The following are the names, addresses and telephone numbers for three public agencies
for which BIDDER has performed similar work within the past 2 years:
1.
Name and Address of Owner
Name and telephone number of person familiar with project
Contract amount Type of work Date completed
2.
Name and Address of Owner
Name and telephone number of person familiar with project
Contract amount Type of work Date completed
3.
Name and Address of Owner
Name and telephone number of person familiar with project
Contract amount Type of work Date completed
The following are the names, addresses, and telephone numbers for all brokers and
sureties from whom BIDDER intends to procure insurance and bonds:
SPC06-56 C-4
F
' EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE
BIDDER certifies that in all previous contracts or subcontracts, all reports which may have
' been due under the requirements of any AGENCY, State, or Federal equal employment
opportunity orders have been satisfactorily filed, and that no such reports are currently
outstanding.
AFFIRMATIVE ACTION CERTIFICATION
' BIDDER certifies that affirmative action has been taken to seek out and consider minority
business enterprises for those portions of the work to be subcontracted, and that such
affirmative actions have been fully documented, that said documentation is open to
' inspection, and that said affirmative action will remain in effect for the life of any contract
awarded hereunder. Furthermore, BIDDER certifies that affirmative action will be taken to
meet all equal employment opportunity requirements of the contract documents.
NONCOLLUSION AFFIDAVIT
' BIDDER declares that the only persons or parties interested in this proposal as principals
are those named herein; that no officer, agent, or employee of the AGENCY is personally
interested, directly or indirectly, in this proposal; that this proposal is made without
' connection to any other individual, firm, or corporation making a bid for the same work. and
that this proposal is in all respects fair and without collusion or fraud.
I SPC06-56 C-5
BIDDER'S INFORMATION
' BIDDER certifies that the following information is true and correct:
Bidder's Name
Business Address
Telephone No.
CJ
State Contractor's License No. and Class
Original Date Issued
Expiration Date
The following are the names, titles, addresses, and telephone numbers of all individuals,
firm members, partners, joint venturers, and/or corporate officers having a principal interest
in this proposal:
The date of any voluntary or involuntary bankruptcy judgements against any principal
having an interest in this proposal, or any firm, corporation, partnership or joint venturer of
which any principal having an interest in this proposal was an owner, corporate officer,
partner, or joint venturer are as follows:
All current and prior DBA's alias, and/or fictitious business names for any principal having
an interest in this proposal are as follows:
SPC06-56 C-6(a)
IN WITNESS WHEREOF, this instrument has been duly executed by Bidder and Surety, on
' the date set forth below, the name of each corporate party being hereto affixed and these
presents duly signed by its undersigned representative (s) pursuant to authority of its
governing body.
1 Dated:
' BIDDER:
1
I
The undersigned declares under penalty of perjury under the laws of the State of California
t that the representatives made hereto are true and correct.
Contractor's Signature
1
Printed Name
1
' Note: All signatures must be acknowledged before a Notary Public, and evidence
of the authority of any person signing as attorney-in-fact must be attached.
SPC06-56
C-6(b)
' CITY OF ROSEMEAD
PROPOSAL GUARANTEE
BID BOND
FOR
' ALLEY AND STORM DRAIN IMPROVEMENTS
IN
VARIOUS ALLEYS
FISCAL YEAR 2006-2007
IN THE CITY OF ROSEMEAD
' KNOW ALL MEN BY THESE PRESENTS that
as BIDDER, and
' a corporation organized and existing under the laws of the State of and duly authorized to transact business
under the laws of the State of California, as SURETY, are held and firmly bound unto the City of Rosemead, as AGENCY, in the penal
sum of [IN WORDS]
dollars which is 10 percent of the total amount bid by BIDDER to AGENCY for the above-stated project, for
the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly by these presents.
' THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to AGENCY for the above-
stated project, if said bid is rejected, or if said bid is accepted and a contract is awarded and entered into by BIDDER in the manner
and time specified, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of AGENCY.
' IN WITNESS WHEREOF, three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an
original hereof, have been duly executed by Bidder and Surety, on the date set forth below, the name of each corporate party being
hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body.
i Dated:
' BIDDER: Name:
Address:
' BY:
(Signature)
1 Type Name and Title:
SURETY: Name:
Address:
1
By:
' (Signature)
Type Name and Title:
' Note: This bond must be executed and dated, all signatures must be acknowledged before a Notary Public, and
evidence of the authority of any person signing as attorney-in-fact must be attached.
'
SPC06-56 C-7
CITY OF ROSEMEAD
CONTRACT AGREEMENT
FOR
ALLEY AND STORM DRAIN IMPROVEMENTS
IN
VARIOUS ALLEYS
FISCAL YEAR 2006-2007
IN THE CITY OF ROSEMEAD
This Contract Agreement is made and entered into for the above-stated project this
day of , 20_, BY AND BETWEEN the City of Rosemead, as
AGENCY, and , as CONTRACTOR.
WITNESSETH that AGENCY and CONTRACTOR have mutually agreed as follows:
ARTICLE I
The Contract Documents for the aforesaid project shall consist of the Notice Inviting Sealed
Bids, Instructions to Bidders, Proposal, General Specifications, Standard Specifications,
Special Provisions, Plans, and all referenced specifications, details, standard drawings, and
appendices; together with this Contract Agreement and all required bonds, insurance
certificates, permits, notices, and affidavits; and also including any and all addenda or
supplemental agreements clarifying, or extending the work contemplated as may be
required to ensure its completion in an acceptable manner. All of the provisions of said
Contract Documents are made a part hereof as though fully set forth herein.
ARTICLE II
For and in consideration of the payments and agreements to be made and performed by
AGENCY, CONTRACTOR agrees to furnish all materials and perform all work required for
the above-stated project, and to fulfill all other obligations as set forth in the aforesaid
contract documents.
ARTICLE III
CONTRACTOR agrees to receive and accept the prices set forth in the Proposal as full
compensation for furnishing all materials, performing all work, and fulfilling all obligations
hereunder. Said compensation shall cover all expenses, losses, damages, and
consequences arising out of the nature of the work during its progress or prior to its
acceptance, including those for well and faithfully completing the work and the whole
thereof in the manner and time specified in the aforesaid contract documents; and also
including those arising from actions of the elements, unforeseen difficulties or obstructions
SPC06-56 D-1
I
1
encountered in the prosecution of the work, suspension or discontinuance of the work, and
all other unknowns or risks of any description connected with the work.
ARTICLE IV
AGENCY hereby promises and agrees to employ, and does hereby employ,
CONTRACTOR to provide the materials, do the work, and fulfill the obligations according to
the terms and conditions herein contained and referred to, for the prices aforesaid, and
hereby contracts to pay the same at the time, in the manner, and upon the conditions set
forth in the contract documents.
ARTICLE V
CONTRACTOR acknowledges the provisions of the State Labor Code requiring every
employer to be insured against liability for workers' compensation, or to undertake self-
insurance in accordance with the provisions of that code and certifies compliance with such
provisions. CONTRACTOR further acknowledges the provisions of the State Labor Code
requiring every employer to pay at least the minimum prevailing rate of per diem wages for
each craft, classification, or type of workman needed to execute this contract.
CONTRACTOR further acknowledges that this is a federally assisted construction contract.
Federal labor standards provisions, including prevailing wage requirements of the Davis-
Bacon and Related Acts, will be enforced. In the event of a conflict between the Federal
General Wage Decision as established by the United States Department of Labor
(incorporated into the bid document for this contract) and the State General Prevailing
Wage Determination as established by the California Department of Industrial Relations
(available at http://www.dir.ca-gov/DLSR/PWD/index.htm), the higher of the two will prevail.
ARTICLE VI
CONTRACTOR agrees to indemnify, defend and hold harmless AGENCY and all of its
officers and agents, including Willdan, from any claims, demand, or causes of action,
including related expenses, attorney's fees, and costs, based on, arising out of, or in any
way related to the work undertaken by CONTRACTOR hereunder. In the event the
insurance coverage is on a claims made basis, the Contractor shall indemnify and hold
harmless the City and all of its officers and agents, including Willdan, from any and all
claims, demands, or causes of action that arise after the expiration of the Contractor's
current policy or after the service contract has ended, for any occurrences arising out of, or
in any way related to the work undertaken by the Contractor. The liability insurance
coverage values shall be:
SPC06-56 D-2
' Insurance Coverage Limit
Requirements Requirements
' Comprehensive General Liability $1,000,000
Product/Completion Operations $1,000,000
Contractual General Liability $1,000,000
Comprehensive Automobile Liability $1,000,000
A combined single-limit policy with aggregate limits in the amount of $2,000,000 will be
' considered equivalent to the required minimum limits. The issuer shall be an "admitted
surety insurer" duly authorized to transact business under the laws of the State of
California.
Acceptable insurance coverage shall be placed with carriers admitted to write insurance in
California, or carriers with a rating of, or equivalent to, A:VIII by A.M. Best & Co. Any
' deviation from this rule shall require specific approval, in writing, from the City.
Insurance shall name the City of Rosemead, its officers, agents, and employees, including
' Willdan, as additional insured by endorsement of the Contractor's policy. A copy of the
endorsement, showing policy limits, shall be provided to the City on or before signing this
contract.
' ARTICLE VII
11
CONTRACTOR affirms that the signatures, titles, and seals set forth hereinafter in
execution of this Contract Agreement represent all individuals, firm members, partners, joint
venturers, and/or corporate officers having principal interest herein.
ARTICLE VIII
It is to be made known that the improvement contemplated in the performance of this
Contract is a federal-aid improvement over which the State of California shall exercise
general supervision; the State of California, therefore, shall have the right to assume full
and direct control over this Contract whenever the State of California, at its sole discretion,
shall determine that its responsibility to the United States so requires.
ARTICLE IX
Records and Audits. The Contractor shall maintain accounts and records, including
personnel, property, and financial records, adequate to identify and account for all costs
pertaining to the contract and such other records as may be deemed necessary by the City
to assure proper accounting for all project funds, both federal and non-federal shares.
These records will be made available for audit purposes to the City or any authorized
representative and will be retained for five (5) years after the expiration of this contract,
unless permission to destroy them is granted by the City.
SPC06-56 D-3
IN WITNESS WHEREOF the parties hereto for themselves, their heirs, executors,
administrators, successors, and assigns do hereby agree to the full performance of the
covenants herein contained and have caused this Contract Agreement to be executed in
triplicate by setting hereunto their names, titles, hands, and seals this day of
,20
Contractor:
(Signature)
Name and Title (Printed)
Contractor's License No.
CITY Business License No.
Federal Tax Identification No
Class
Note: Signature of Contractor must be acknowledged before a Notary Public, and
evidence of the authority of any person signing as attorney-in-fact must be attached.
AGENCY:
Mayor of the City of Rosemead
Attested
City Clerk of the City of Rosemead
Date
Approved as to form
City Attorney of the City of Rosemead
Date
SPC06-56 D-4
1
CITY OF ROSEMEAD
FAITHFUL PERFORMANCE BOND
FOR
ALLEY AND STORM DRAIN IMPROVEMENTS
IN
VARIOUS ALLEYS
FISCAL YEAR 2006-2007
IN THE CITY OF ROSEMEAD
' KNOW ALL MEN BY THESE PRESENTS that as
CONTRACTOR and
a corporation organized and existing under the laws of the State of
' and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly bound unto the
City of Rosemead, as AGENCY, in the penal sum of
Dollars which is 100 percent of the total contract amount for the above-stated project, for the payment of which
sum, CONTRACTOR and SURETY agree to be bound, jointly and severally, firmly by these presents.
1
THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas CONTRACTOR has been awarded and is about to enter into
the annexed Contract Agreement with AGENCY for the above-stated project, if CONTRACTOR faithfully performs and fulfills all
obligations under the contract documents in the manner and time specified therein, then this obligation shall be null and void,
otherwise it shall remain in full force and effect in favor of AGENCY; provided that any alterations in the obligations or time for
completion made pursuant to the terms of the Contract Documents shall not in any way release either CONTRACTOR or SURETY,
and notice of such alterations is hereby waived by SURETY.
IN WITNESS WHEREOF, three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an
original hereof, have been duly executed by Bidder and Surety, on the date set forth below, the name of each corporate party being
hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body.
Dated:
' BIDDER: Name: _
Address:
By:
(Signature)
Type Name and
SURETY: Name:
Address:
(Signature)
Type Name and Title:
Note: This bond must be executed in triplicate and dated, all signatures must be acknowledged before a Notary Public,
and evidence of the authority of any person signing as attorney-in-fact must be attached.
SPC06-56 D-5
CITY OF ROSEMEAD
' MATERIAL AND LABOR BOND
FOR
' ALLEY AND STORM DRAIN IMPROVEMENTS
IN
VARIOUS ALLEYS
' FISCAL YEAR 2006-2007
IN THE CITY OF ROSEMEAD
KNOW ALL MEN BY THESE PRESENTS that as CONTRACTOR, and
' a corporation organized and existing under the laws of the State of
and duly authorized to transact business under the laws of the State of California, as SURETY, are held and firmly
bound unto the City of Rosemead, as AGENCY, in the penal sum of Dollars
which is 100 percent of the total contract amount for the above-stated project, for payment of which sum,
' CONTRACTOR and SURETY agree to be bound, jointly and severally, firmly by these presents.
THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas CONTRACTOR has been awarded and is about to enter into
' the annexed Contract Agreement with AGENCY for the above-stated project, if CONTRACTOR or any subcontractor fails to pay for
any labor or material of any kind used in the performance of the work to be done under said contract, or fails to submit amounts due
under the State Unemployment Insurance Act with respect to said labor, SURETY will pay for the same in an amount not exceeding
the sum set forth above, which amount shall inure to the benefit of all persons entitled to file claims under the State Code of Civil
' Procedures; provided that any alterations in the work to be done, materials to be furnished, or time for completion made pursuant to
the terms of the contract documents shall not in any way release either CONTRACTOR or SURETY, and notice of said alterations is
hereby waived by SURETY.
IN WITNESS WHEREOF, three (3) identical counterparts of this instrument, each of which shall for all purposes be deemed an
original hereof, have been duly executed by Bidder and Surety, on the date set forth below, the name of each corporate party being
hereto affixed and these presents duly signed by its undersigned representative(s) pursuant to authority of its governing body.
' Dated:
' BIDDER: Name:
Address:
t
By:
' (Signature)
Type Name and Title
' SURETY: Name:
Address:
By:
' (Signature)
Type Name and Title:
' Note: This bond must be executed in triplicate and dated, all signatures must be acknowledged before a Notary Public,
and evidence of the authority of any person signing as attorney-in-fact must be attached.
'
SPC06-56 D-6
GENERAL SPECIFICATIONS
SCOPE OF WORK
' The work to be done consists of furnishing all materials, equipment, tools, labor, and
incidentals as required by the Plans, Specifications, and Contract Documents. The general
items of work include removal of dirt, AC and PCC pavement, construction of AC
' pavement, PCC pavement, alley intersections, v-gutters, curb and gutters, installation of
reinforced concrete pipe and appurtenances including manholes, junction structures, catch
basins, landscaping, and other items not mentioned that are required by the Specifications.
' LOCATION OF WORK
' The general locations and limits of the work are as follows:
• Alley North of Valley Boulevard from Bartlett Avenue to East End.
' Alley South of Valley Boulevard from Temple City Boulevard to Strang Avenue.
• Alley East of Del Mar Avenue from Dorothy Street to South End.
• Alley North of Valley Boulevard from Rio Hondo Avenue to East End.
TIME FOR COMPLETION
' The Contractor shall complete all work in every detail within forty (40) working days after
the date in the Notice to Proceed with Work, exclusive of maintenance periods.
' NOTIFICATION
The Contractor shall notify WILLDAN and the owners of all utilities and substructures not
less than 48 hours prior to starting construction. The following list of names and telephone
numbers is intended for the convenience of the Contractor and is not guaranteed to be
complete or correct:
WILLDAN (562) 908-6200
Attention: Mr. Reynold P. Alfonso, P.E.
Ms. Susy Barrientos
CITY OF ROSEMEAD (626) 569-2151
Attention: Mr. Ken Rukavina
AT&T (626) 356-7326
Attention: Ms. Phyllis Conner
THE GAS COMPANY (818) 701-4594
Attention: Ms. Peggy Li
SOUTHERN CALIFORNIA EDISON COMPANY (323) 720-5214
Attention: Mr. Elias Bermudez
SPC06-56 E-1
I
SOUTHERN CALIFORNIA WATER COMPANY
Attention: Mr. Dean Robinson
SAN GABRIEL VALLEY WATER COMPANY
Attention: Mr. Luis Montenegro
CITY OF MONTEREY PARK
Attention: Mr. Nels Palm
SAN GABRIEL COUNTY WATER DISTRICT
Attention: Mr. Steven Terra
CALIFORNIA AMERICAN WATER COMPANY
Attention: Mr. Jay Burnett
AMARILLO MUTUAL WATER COMPANY
Attention: Mr. John Holzinger
METROPOLITAN WATER DISTRICT
Attention: Civil Engineering Substructure Team
r
(626) 288-1601
(626) 448-6183
(626) 307-1320
(626) 287-0341
(213) 283-2629
(626) 289-7822
(626) 571-7533
(213) 217-7474
ADAMS RANCH MUTUAL WATER COMPANY
' Attention: Mr. Dominic Cimarusti
CHARTER COMMUNICATIONS
Attention: Mr. Jesse Gonzales
LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS
Attention: Mr. Daryll Chenoweth
LOS ANGELES COUNTY SANITATION DISTRICT
Attention: James F. Stahl
CONSOLIDATED DISPOSAL (Trash Pick-up)
CALIFORNIA STREET SWEEPING (Street Sweeping)
UNDERGROUND SERVICE ALERT
(626) 444-6050
(626) 430-3337
(626) 458-3109
(562) 699-7411
ext. 160
(626) 288-7466
(310) 538-5888
(800) 422-4133
EMERGENCY INFORMATION
The names, addresses, and telephone numbers of the Contractor and subcontractors, or
their representatives, shall be filed with the Engineer and the County Sheriffs Department
or the City Police Department prior to beginning work.
SPC06-56 E-2
1
STANDARD SPECIFICATIONS
' The Standard Specifications of the AGENCY are contained in the 2006 Edition of the
"Greenbook," Standard Specifications for Public Works Construction, including all
' supplements, as written and promulgated by the Joint Cooperative Committee of the
Southern California Chapter of the American Public Works Association and the Southern
California District of the Associated General Contractors of California. Copies of these
' Standard Specifications are available from the publisher, Building News, Incorporated,
1612 South Clementine Street, Anaheim, California 92802, telephone (714) 517-0970.
' The Standard Specifications set forth above will control the General Provisions,
Construction Materials, and Construction Methods for this Contract, except as amended by
the Plans, Special Provisions, or other contract documents. The following Special
' Provisions are supplementary and in addition to the provisions of the Standard
Specifications unless otherwise noted, and the section numbers of the Special Provisions
coincide with those of the said Standard Specifications. Only those sections requiring
elaborations, amendments, specifying of options, or additions are called out.
SPC06-56 E-3
SECTION 3 REQUIREMENTS
' Section 3 requires that, to the greatest extent feasible, opportunities for job training and
employment be given to lower income residents of the Section 3 area and contracts for work in
connection with the Section 3 covered project be awarded to business concerns that are located in
' or owned in substantial part by persons residing in the Section 3 area.
Section 3 requires that a recipient/contractor take affirmative steps to give preference to qualified
' Section 3 area residents and business concerns in providing training, employment, and contracting
in connection with Section 3 covered projects.
' Goal: 30% Employment Opportunity Level for Local Residents and
3% Economic Opportunity Level for Section 3 Area Business Concerns
Section 3 forms must be completed in full and signed. If there is an item on a form that is not
applicable to your business, please indicate "N/A." Please instruct all contractors, subcontractors,
equipment/machinery rental companies, and/or service providers to fill in all information.
Please insert the Section 3 Contract Clause (pages F-13 to F-14) and the Federal Labor Standards
Provisions Form HUD-4010 (pages F-37 to F-40) in all contracts and subcontracts.
The cooperation of all contractors, subcontractors, equipment/machinery rental companies, and
service providers on this CDBG funded project is appreciated. Please contact Jane Freij at (562)
908-6263 with questions regarding these forms.
SPC06-57 F-1
SECTION 3 CONTRACT PROVISIONS FOR
HOUSING AND COMMUNITY DEVELOPMENT ASSISTANCE
Special Provisions. Bidders to a Section 3 covered contract shall pay particular attention to the
following requirements and conditions in the special provisions.
1. Policy. The purpose of Section 3 of the Housing and Urban Development Act of 1968, as
amended, is to ensure that training, employment, contracting, and other economic
opportunities generated by HUD financial assistance shall, to the greatest extent feasible,
and consistent with existing Federal, State, and local laws and regulations, be directed to
low- and very low-income persons, particularly those who are recipients of government
assistance for housing, and to business concerns which provide economic opportunities to
low- and very low-income persons. Section 3 applies to training, employment, contracting,
and other economic opportunities arising in connection with the expenditure of housing
assistance and community development assistance that is used for the following projects:
a. Housing rehabilitation (including reduction and abatement of lead-based paint
hazards, but excluding routine maintenance, repair, and replacement);
b. Housing construction; and
c. Other public construction.
2. Section 3 Obligation. Each recipient of Section 3 covered assistance in excess of
$200,000 is responsible for complying with Section 3 requirements in its own operations.
Each recipient is also responsible for ensuring Section 3 compliance by its contractors and
subcontractors if the amount of Section 3 covered assistance exceeds $200,000 and the
contract or subcontract exceeds $100,000.
3. Section 3 Goals. The recipient of Section 3 covered assistance in excess of $200,000 and
its contractors and subcontractors who have a contract in excess of $100,000 shall, to the
greatest extent feasible, meet the following goals.
a. Training and Employment Goal: Employ Section 3 residents as a percentage of the
aggregate new hires as indicated below:
(1) Thirty percent in FY 1997 and continuing thereafter.
b. Contract Goals: Award Section 3 business concerns:
(1) At least 10 percent of the total dollar amount of all Section 3 covered contracts
for building trades work arising in connection with housing rehabilitation,
housing construction, and other public construction.
(2) At least three percent of the total dollar amount of all other Section 3 covered
contracts.
SPC06-57 F-2
4.
Preferences.
a. In housing and community development programs, preferences for Section 3
residents in training and employment opportunities shall be given, where feasible, in
the following priority to:
(1) Section 3 residents residing in the service area or neighborhood in which the
Section 3 covered project is located (category 1 residents);
(2) Participate in HUD Youthbuild programs (category 2 residents);
(3) Where the Section 3 project is assisted under the Stewart B. McKinney
Homeless Assistance Act, homeless persons residing in the service area or
neighborhood in which the Section 3 covered project is located shall be given
the highest priority;
(4) Other Section 3 residents.
b. In housing and community development programs, preferences for Section 3
business concerns in contracting opportunities shall be given, where feasible, in the
following priority to:
(1) Section 3 business concerns that provide economic opportunities for Section 3
residents in the service area or neighborhood in which the Section 3 covered
project is located (category 1 businesses);
(2) Applicants selected to carry out HUD Youthbuild programs (category 2
businesses); and
(3) Other Section 3 business concerns.
5.
Bidder's Efforts to Comply with Section 3 Requirements.
a. Examples of the bidder's efforts to offer training and employment opportunities to
Section 3 residents.
(1) Entering into "first source" hiring agreements with organizations representing
Section 3 residents.
(2) Sponsoring a HUD-certified "Step-Up" employment and training program for
Section 3 residents.
(3) Establishing training programs, which are consistent with the requirements of
the Department of Labor, for public and Indian housing residents and other
Section 3 residents in the building trades.
(4) Advertising the training and employment positions by distributing flyers (which
identify the positions to be filled, the qualifications required, and where to
obtain additional information about the application process) to every occupied
dwelling unit in the housing development or developments where category 1
and category 2 persons reside.
SPC06-57 F-3
(5) Advertising the training and employment positions by posting flyers (which
identify the positions to be filled, the qualifications required, and where to
obtain additional information about the application process) in the common
areas or other prominent areas of the housing development or developments.
For housing authorities, post such advertising in the housing development or
developments where category 1 or category 2 persons reside; for all other
recipients, post such advertising in the housing development or developments
and transitional housing in the neighborhood or service area of the Section 3
covered project.
(6) Contacting resident councils, resident management organizations, or other
resident organizations, where they exist, in the housing development or
developments where category 1 or category 2 persons reside, and community
organizations in HUD-assisted neighborhoods, to request the assistance of
these organizations in notifying residents of the training and employment
positions to be filled.
(7) Sponsoring (scheduling, advertising, financing, or providing in-kind services) a
job informational meeting to be conducted by a housing authority or contractor
representative or representatives at a location in the housing development or
developments where category 1 or category 2 persons reside or in the
neighborhood or service area of the Section 3 covered project.
(8) Arranging assistance in conducting job interviews and completing job
applications for residents of the housing development or developments where
category 1 or category 2 persons reside and in the neighborhood or service
area in which a Section 3 project is located.
(9) Arranging for a location in the housing development or developments where
category 1 or category 2 persons reside, or the neighborhood or service area
of the project, where job applications may be delivered to and collected by a
recipient or contractor representative or representatives.
(10) Conducting job interviews at the housing development or developments where
category 1 or category 2 persons reside, or at a location within the
neighborhood or service area of the Section 3 covered project.
(11) Contacting agencies administering HUD Youthbuild programs, and requesting
their assistance in recruiting HUD Youthbuild program participants for the
housing authority's or contractor's training or employment positions.
(12) Consulting with State and County local agencies administering training
programs funded through JTPA or Joblinks, probation and parole agencies,
unemployment compensation programs, community organizations, and other
officials or organizations to assist with recruiting Section 3 residents for the
housing authority's or contractor's training and employment positions.
(13) Advertising the jobs to be filled through the local media, such as community
television networks, newspapers of general circulation, and radio advertising.
SPC06-57 F-4
(14) Employing a job coordinator, or contracting with a business concern that is
licensed in the field of job placement (preferably one of the Section 3 business
concerns), that will undertake, on behalf of the housing authority, other
recipient, or contractor, the efforts to match eligible and qualified Section 3
residents with the training and employment positions that the housing authority
or contractor intends to fill.
b.
(15) For a housing authority, employing Section 3 residents directly on either a
permanent or temporary basis to perform work generated by Section 3
assistance. (This type of employment is referred to as "force account labor" in
HUD's Indian housing regulations.)
(16) Where there are more qualified Section 3 residents than there are positions to
be filled, maintaining a file of eligible qualified Section 3 residents for future
employment positions.
(17) Undertaking job counseling, education, and related programs in association
with local educational institutions.
(18) Undertaking such continued job training efforts as may be necessary to
ensure the continued employment of Section 3 residents previously hired for
employment opportunities.
(19) After selection of bidders but prior to execution of contracts, incorporating into
the contract a negotiated provision for a specific number of public housing or
other Section 3 residents to be trained or employed on the Section 3 covered
assistance.
(20) Coordinating plans and implementation of economic development (e.g., job
training and preparation, business development assistance for residents) with
the planning for housing and community development.
Examples of the bidder's effort to award contracts to Section 3 business concerns.
(1) Utilizing procurement procedures for Section 3 business concerns similar to
those provided in 24 CFR Part 905 for business concerns owned by Native
Americans.
(2) In determining the responsibility of potential contractors, consider their record
of Section 3 compliance as evidenced by past actions and their current plans
for the pending contract.
(3) Contacting business assistance agencies, minority contractors associations,
and community organizations to inform them of contracting opportunities and
requesting their assistance in identifying Section 3 businesses which may
solicit bids or proposals for contracts for work in connection with Section 3
covered assistance.
(4) Advertising contracting opportunities by posting notices, which provide general
information about the work to be contracted and where to obtain additional
SPC06-57 F-5
information, in the common areas or other prominent areas of the housing
development or developments owned and managed by the housing authority.
(5) For housing authorities, contacting resident councils, resident management
corporations, or other resident organizations, where they exist, and requesting
their assistance in identifying category 1 and category 2 business concerns.
(6) Providing written notice to all known Section 3 business concerns of the
contracting opportunities. This notice should be in sufficient time to allow the
Section 3 business concerns to respond to the bid invitations or request for
proposals.
(7) Following up with Section 3 business concerns that have expressed interest in
the contracting opportunities by contacting them to provide additional
information on the contracting opportunities.
(8) Coordinating pre-bid meetings at which Section 3 business concerns could be
informed of upcoming contracting and subcontracting opportunities.
(9) Carrying out workshops on contracting procedures and specific contract
opportunities in a timely manner so that Section 3 business concerns can take
advantage of upcoming contracting opportunities, with such information being
made available in languages other than English where appropriate.
(10) Advising Section 3 business concerns as to where they may seek assistance
to overcome limitations such as inability to obtain bonding, lines of credit,
financing, or insurance.
(11) Arranging solicitations, times for the presentation of bids, quantities,
specifications, and delivery schedules in ways to facilitate the participation by
Section 3 business concerns.
(12) Where appropriate, breaking out contract work items into economically
feasible units to facilitate participation by Section 3 business concerns.
(13) Contacting agencies administering HUD Youthbuild programs and notifying
these agencies of the contracting opportunities.
(14) Advertising the contracting opportunities through trade association papers and
newsletters, and through the local media, such as community television
networks, newspapers of general circulation, and radio advertising.
(15) Developing a list of eligible Section 3 business concerns.
(16) For housing authorities, participating in the "contracting with Resident-Owned
Businesses" program provided under 24 CFR Part 963.
(17) Establishing or sponsoring programs designed to assist residents of public or
Indian housing in the creation and development of resident-owned
businesses.
SPC06-57 F-6
1
I(18) Establishing numerical goals (number of awards and dollar amount of
contracts) for award of contracts to Section 3 business concerns.
' (19) Supporting businesses that provide economic opportunities to low-income
persons by linking them to the support services available through the Small
Business Administration, the Department of Commerce, and comparable
' agencies at the State and local levels.
(20) Encouraging financial institutions in carrying out their responsibilities under the
' Community Reinvestment Act, to provide no- or low-interest loans for
providing working capital and other financial business needs.
' (21) Actively supporting joint ventures with Section 3 business concerns.
(22) Actively supporting the development or maintenance of business incubators
' that assist Section 3 business concerns.
6. Submission of Evidence of Section 3 Responsiveness. The bidder's attention is
' directed to the requirement for submittal of Item d below with the bid proposal when a bid
exceeds $100,000. Failure to submit Item d with the bid proposal, or Items a, b, and c
within 4 working days of bid opening as necessary for evidence to substantiate Item
' d, will be grounds for finding the bidder non-responsive to this Invitation for Bids.
a. Section 3 Business Certification Form: If a bidder claims qualification as a Section 3
' business concern, the bidder shall submit a Section 3 Business Certification Form.
b. Section 3 Business Certification Form: If Section 3 qualification is based on its
' subcontracting activity, the bidder shall submit a Section 3 Business Certification
Form for each Section 3 business concern with which it currently has a contract.
C. Section 3 Resident Certification Form: If a bidder claims qualification as a Section 3
business concern and employs and trains Section 3 residents, the bidder shall submit
' a Section 3 Resident Certification Form for each Section 3 resident currently
employed.
' d. Section 3 Economic Opportunity Plan: In all cases, the bidder shall submit a Section
3 Economic Opportunity Plan with the bid proposal.
' e. Any other information evidencing the bidder's commitment to Section 3 goals for
training, employment, and subcontracting that satisfies the intent of 24 CFR Part 135,
as determined by the contract awarding agency.
' 7. Section 3 Contract Award.
' a. This is a HUD Section 3 contract, and all bidders must address the Section 3
employment and contracting goals to be considered a Section 3 responsive bidder.
' non-responsive bidder to this Invitation for Bids. The contract will be awarded to
a responsible, qualified Section 3 business concern with the lowest bid that is Section
3 responsive, provided that the bid amount is "reasonable," as defined in the following
' paragraph. If the bid of the responsible, qualified Section 3 business concern with
SPC06-57 F-7
' the lowest bid is not "reasonable," as defined in the following paragraph, the contract
awarding agency shall award the contract to the lowest Section 3 responsive bid of
any responsive, responsible bidder. A Section 3 responsive bidder is one who
' qualifies as a Section 3 business concern or one who makes a commitment to meet
the employment goal for Section 3 resident(s) and/or meet the contracting goals for
Section 3 business concern(s).
b. In awarding the contract, preference may be shown to a Section 3 business concern
that is a qualified bidder, provided that the bid amount is "reasonable." A
' "reasonable" bid is a bid that is not more than "X" higher than the lowest responsive
bid received from any responsible bidder. If the lowest bid of a qualified Section 3
business concern is not "reasonable," as defined herein, the contract shall be
' awarded to the lowest responsive bid from any responsible bidder. (This requirement
applies to contracts that exceed $100,000.)
' c. "X" is determined as follows:
(1) When the lowest responsive bid is less than $100,000, "X" is the lesser of 10%
' of that bid or $9,000;
(2) When the lowest responsive bid is at least $100,000 but less than $200,000,
' "X" is the lesser of 9% of that bid or $16,000;
(3) When the lowest responsive bid is at least $200,000 but less than $300,000,
' "X" is the lesser of 8% of that bid or $21,000;
(4) When the lowest responsive bid is at least $300,000 but less than $400,000,
' "X" is the lesser or 7% of that bid or $24,000;
(5) When the lowest responsive bid is at least $400,000 but less than $500,000,
' "X" is the lesser or 6% of that bid or $25,000;
' (6) When the lowest responsive bid is at least $500,000 but less than $1 million,
"X" is the lesser of 5% of that bid or $40,000;
' (7) When the lowest responsive bid is at least $1 million but less than $2 million,
"X" is the lesser of 4% of that bid or $60,000;
' (8) When the lowest responsive bid is at least $2 million but less than $4 million,
"X" is the lesser of 3% of that bid or $80,000;
' (9) When the lowest responsive bid is at least $4 million but less than $7 million,
"X" is the lesser of 2% of that bid or $105,000; and
' (10) When the lowest responsive bid is $7 million or more, "X" is 1.5% of the lowest
responsive bid, with no dollar limit.
' 8. Section 3 Complaint Procedures. A complaint may be filed by Section 3 residents,
Section 3 business concerns, or parties alleging noncompliance with the Section 3
regulations by the recipient or contractor. Complaints are reviewed and investigated by the
' Assistant Secretary for Fair Housing and Equal Opportunity and, where appropriate,
SPC06-57 F-8
voluntary resolutions are sought. Those complaints that are not resolved voluntarily may
result in an administrative hearing. A complaint alleging a violation of Section 3
requirements shall be processed as follows.
a. A complaint must be filed with the Assistant Secretary for Fair Housing and Equal
Opportunity, U.S. Department of Housing and Urban Development, Washington, DC
20410.
b. A compliant must be received not later than 180 days from the date of the action or
omission upon which the complaint is based, unless the time for filing is extended by
the Assistant Secretary for good cause shown.
C. Each complaint must be in writing, signed by the complainant, and include:
(1) The complainant's name and address;
(2) The name and address of the respondent; and
(3) A description of the acts or omissions by the respondent that is sufficient to
inform the Assistant Secretary of the nature and date of the alleged
noncompliance.
9.
d. A complainant may provide information to be contained in a compliant by telephone
to HUD or any HUD field office, and HUD will reduce the information provided by
telephone to writing on the prescribed complaint form and send the form to the
complainant for signature.
Recordkeeping.
a. The contractor/subcontractor who meets the Section 3 threshold requirement shall
maintain all records, reports, and other documents demonstrating its efforts to
achieve the Section 3 goals for training and employment and for contracts. This
includes the contractor's subcontracting activities to achieve Section 3 goals. Such
records shall identify the name and business address of each Section 3
subcontractor or vendor and the total dollar amount actually paid each Section 3
subcontractor or vendor with supporting documents.
b. Upon completion of the contract, the contractor/subcontractor who meets the Section
3 threshold requirement shall prepare a Contractor's Section 3 Compliance Report
and submit it to the contract awarding agency. Where the term of a contract extends
beyond a fiscal year, the contractor/subcontractor shall submit a Contractor's Section
3 Compliance Report to report Section 3 accomplishments during each fiscal year to
the contract awarding agency.
SPC06-57 F-9
DEFINITION OF SECTION 3 TERMS
1. Housing and community development assistance means any financial assistance
provided or otherwise made available through a HUD housing or community development
program through any grant, loan, loan guarantee, cooperative agreement, or contract, and
includes community development funds in the form of community development block grants,
and loans guaranteed under Section 108 of the Housing and Community Development act
of 1974, as amended. Housing and community development assistance does not include
financial assistance provided through a contract of insurance or guaranty.
2. Housing development means low-income housing owned, developed, or operated by
public housing agencies in accordance with HUD's public housing program regulations
codified in 24 CFR Chapter IX.
3. HUD Youthbuild programs means programs that receive assistance under Subtitle D of
Title IV of the National Affordable Housing Act, as amended by the Housing and Community
Development Act of 1992, and provide disadvantaged youth with opportunities for
employment, education, leadership development, and training in the construction or
rehabilitation of housing for homeless individuals and members of low- and very low-income
families.
4. JTPA means the Job Training Partnership Act.
5. Metropolitan area means a metropolitan statistical area, as established by the Office of
Management and Budget.
6. Neighborhood area means:
a. For HUD housing programs, a geographical location within the jurisdiction of a unit of
general local government (but not the entire jurisdiction) designated in ordinances, or
other local documents as a neighborhood, village, or similar geographical
designation.
b. For HUD community development programs, a neighborhood is defined as:
(1) A geographic location within the jurisdiction of a unit of general local
government (but not the entire jurisdiction) designated in comprehensive
plans, ordinances, or other local documents as a neighborhood, village, or
similar geographical designation; or
(2) The entire jurisdiction of a unit of general local government which is under
25,000 population; or
(3) A neighborhood, village, or similar geographical designation in a New
Community (which term means a new community project approved by the
United States Secretary of Housing and Urban Development under Title VII of
the Housing and Urban Development Act of 1970 or Title IV of the Housing
and Urban Development Act of 1968).
SPC06-57 F-10
7. New hires means full-time employees for permanent, temporary, or seasonal employment
opportunities.
8. Nonmetropolitan county means any county outside of a metropolitan area
9. Recipient means any entity which receives Section 3 covered assistance, directly from
HUD or from another recipient, and includes, but is not limited to, any State, unit of local
government, public housing authority, Indian housing authority, Indian tribe, or another
public body, public or private nonprofit organization, private agency or institution, mortgagor,
developer, limited dividend sponsor, builder, property manager, community housing
development organization, resident management corporation, resident council, or
cooperative association. Recipient also includes any successor, assignee, or transferee or
any such entity, but does not include any ultimate beneficiary under the HUD program to
which Section 3 applies and does not include contractors.
10. Section 3 business concern means a business concern:
a. That is 51 percent or more owned by Section 3 residents; or
b. Whose permanent, full-time employees include persons, at least 30 percent of whom
are currently Section 3 residents, or within three years of the date of first employment
with the business concern were Section 3 residents; or
c. That provides evidence of a commitment to subcontract in excess of 25 percent of
the dollar award of all subcontracts to be awarded to business concerns that meet the
qualifications set forth in paragraphs 10a and 10b in this definition of Section 3
business concern.
11. Section 3 covered assistance means:
a. Public and Indian housing development assistance provided pursuant to Section 5 of
the 1937 Act;
b. Public and Indian housing operating assistance provided pursuant to Section 9 of the
1937 Act;
C. Public and Indian housing modernization assistance provided pursuant to Section 14
of the 1937 Act;
d. Assistance provided under any HUD housing or community development program
that is expended for work arising in connection with:
1
SPC06-57
(1) Housing rehabilitation (including reduction and abatement of lead-based paint
hazards, but excluding routine maintenance, repair, and replacement); or
(2) Housing construction; or
(3) Other public construction project (which includes other buildings or
improvements, regardless of ownership).
F-11
' 12. Section 3 covered contract means a contract or subcontract (including a professional
service contract) awarded by a recipient or contractor for work generated by the expenditure
of Section 3 covered assistance, or for work arising in connection with a Section 3 covered
' project. "Section 3 covered contracts" do not include contracts awarded under HUD's
procurement program, which are governed by the Federal Acquisition Regulation System.
"Section 3 covered contracts" also do not include contracts for the purchase of supplies or
' materials. However, when a contract for materials includes the installation of the materials,
the contract constitutes a Section 3 covered contract. For example, a contract for the
purchase and installation of a furnace would be a Section 3 covered contract because the
' contract is for work (i.e., the installation of the furnace) and thus is covered by Section 3.
13. Section 3 covered project means the construction, reconstruction, conversion, or
' rehabilitation of housing (including reduction and abatement of lead-based paint hazards),
other public construction which includes buildings or improvements (regardless of
ownership) assisted with housing or community development assistance.
' 14. Section 3 resident means:
' a. A public housing resident; or
b. An individual who resides in the metropolitan area or nonmetropolitan county in which
' the Section 3 covered assistance is expended, and who is:
(1) A low-income person, as this term is defined in Section 3(b)(2) of the 1937
Act. This Section defines this term to mean families (including single persons)
whose incomes do not exceed 80 per centum of the median income for the
area, as determined by HUD, with adjustments for smaller and larger families;
' or
(2) A very low-income person, as this term is defined in Section 3(b)(2) of the
' 1937 Act. This Section defines this term to mean families (including single
persons) whose incomes do not exceed 50 per centum of the median income
for the area, as determined by HUD, with adjustments for smaller and larger
1 families.
' 15. Service area means the geographical area in which the persons benefiting from the Section
3 covered project reside. The service area shall not extend beyond the unit of general local
government in which the Section 3 covered assistance is expended.
SPC06-57
F-12
I
SECTION 3 CLAUSE
All Section 3 covered contracts shall include the following Clause:
a. The work to be performed under this contract is subject to the requirements of Section 3 of
the Housing and Urban Development Act of 1968, as amended, 12 U.S.C. 1701 u (Section
3). The purpose of Section 3 is to ensure that employment and other economic
opportunities generated by HUD assistance or HUD-assisted projects covered by Section 3
shall, to the greatest extent feasible, be directed to low- and very low-income persons,
particularly persons who are recipients of HUD assistance for housing.
b. The parties to this contract agree to comply with HUD's regulations in 24 CFR Part 135,
which implement Section 3. As evidenced by their execution of this contract, the parties to
this contract certify that they are under no contractual or other impediment that would
prevent them from complying with the Part 135 regulations.
C. The contractor agrees to send to each labor organization or representative of workers with
which the contractor has a collective bargaining agreement or other understanding, if any, a
notice advising the labor organization or workers' representative of the contractor's
commitments under this Section 3 Clause, and will post copies of the notice in conspicuous
places at the work site where both employees and applicants for training and employment
positions can see the notice. The notice shall describe the Section 3 preference and shall
set forth minimum number and job titles subject to hire, availability of apprenticeship and
training positions, qualifications for each, the name and location of the person(s) taking
applications for each of the positions, and the anticipated date the work shall begin.
d. The contractor agrees to include this Section 3 Clause in every subcontract subject to
compliance with regulations in 24 CFR Part 135, and agrees to take appropriate action, as
provided in an applicable provision of the subcontract or in this Section 3 Clause, upon a
finding that the subcontractor is in violation the regulations in 24 CFR Part 135. The
contractor will not subcontract with any subcontractor where the contractor has notice or
knowledge that the subcontractor has been found in violation of the regulations in 24 CFR
Part 135.
' e. The contractor will certify that any vacant employment positions, including training positions,
that are filled (1) after the contractor is selected but before the contract is executed, and (2)
with persons other than those to whom the regulations of 24 CFR Part 135 require
' employment opportunities to be directed, were not filled to circumvent the contractor's
obligations under 24 CFR Part 135.
' f. Noncompliance with HUD's regulations in 24 CFR Part 135 may result in sanctions,
termination of this contract for default, and debarment or suspension from future HUD
assisted contracts.
' g. With respect to work performed in connection with Section 3 covered Indian housing
assistance, Section 7(b) of the Indian Self-Determination and Education Assistance At (25
' U.S.C. 450e) also applies to the work to be performed under this contract. Section 7(b)
requires that to the greatest extent feasible (i) preference and opportunities for training and
employment shall be given to Indians, and (ii) preference in the award of contracts and
' subcontracts shall be given to Indian organizations and Indian-owned Economic Enterprises.
SPC06-57 F-13
' Parties to this contract that are subject to the provisions of Section 3 and Section 7(b) agree
to comply with Section 3 to the maximum extent feasible, but not in derogation of
compliance with Section 7(b).
F-14
NOTICE OF SECTION 3 COMMITMENT
To:
[Name of Labor Union or Workers' Representative]
1 Awarding Authority:
1 Project Name and Number:
The undersigned currently holds a contract with
involving Community Development Block Grp
Housing and Urban Development (HUD) or a
contract.
nt (CDBG) funds from the U.S. Department of
subcontract with a prime contractor holding such
You are advised that under the provisions of the above contract or subcontract, and in accordance
with Section 3 of the Housing and Urban Development Act of 1968, the undersigned is obligated,
to the greatest extent feasible, to give opportunities for training and employment to lower-income
residents of the project area and to award contracts for work on the project to business concerns
that are located in or are owned in substantial part by project-area residents.
Regarding employment opportunities for this project, the minimum number and job titles are:
Job
Regarding job referrals, request that consideration be given, to the greatest extent feasible, to
assignment of persons residing in the service area or neighborhood in which the project is located.
The anticipated date the work will begin is
I For additional information, contact:
This notice is furnished to you pursuant to the provisions of the above contract or subcontract and
' Section 3 of the Housing and Urban Development Act of 1968. Copies of this notice will be posted
by the undersigned in conspicuous places available to employees or applicants for employment.
[Contractor/Subcontractor]
SPC06-57
F-15
[Signature]
I I SECTION 3 ECONOMIC OPPORTUNITY PLAN
1
1. Name and Address of Reporting Entity
(Recipient, Sub-recipient, Contractor, Subcontractor):
2. Federal Identification (Contract/Award No.):
3. Dollar Amount of Award:
4. Contact Person:
5. Phone (Include Area Code):
6. Reporting Period.
7. Date Report Submitted:
8. Program Code:
(Use a separate sheet for each Program Code)
Program Codes
1. Flexible Subsidy 2. Section 2021811 3. PublicAndian Housing Development, Operation, and Modernization 4.
6. HOME -State Administered 7. CDBG - Entitlement 8. CDBG - State Administered 9. Other CD Programs
Homeless Assistance b. HOME
10. Other Housing Programs
- Part 1• Employment and Trainin Commitment
TOTAL
SECTION
% OF AGGREGATE
CODE(S)
JOB CLASSIFICATION
NEW
HIRES
3 NEW
HIRES
HIRES WHO ARE
SECTION 3 HIRES
RACIAL
ETHNIC
Professionals
Technicians
Office/Clerical
Trade:
Trade:
Trade:
Trade:
TOTAL:
E
Part II: Contract AWard Corn mltmentto SeCLIOn j businesses (Subcontractors, Suppliers, Vendors, or Service Providers) NTRAC NAME OF SECTION 3 BUSINESS CONCERN I SPENONCOCONSTRUCTION NSRACTTION OR I CAgMO NTT RACIAL CODE(S) ETHNIC
6. American Indian or Alaska Native AND White
7. Asian AND White
8. Black or African American AND White
9. American Indian or Alaska Native AND Black or African American
10. Other -for individuals not identified above-
1. American Indian/Alaska Native
2. Asian
3. Black/African American
4. Native Hawaiian/Other Pacific Islander
5. White
' ETHNIC BACKGROUND:
A. Hispanic/Latino
B. Not Hispanic/Latino
SPC06-57 F-16
SECTION 3 RESIDENT CERTIFICATION FORM
(2006 INCOME GUIDELINES)
Resident's Name:
Resident's Address:
I hereby certify that I am a Section 3 resident, based on the following qualification:
1. ❑ Public housing resident (specify project):
OR
2. ❑ Resident in the metropolitan area or non-metropolitan county in which
the Section 3 covered assistance is expended, and a resident who is a
low- or very low-income person. Please check your household size and
annual income (from all sources):
Household Size
Very Low Income
Low Income
❑
1
❑
$24,250 or less
❑
$24,251 to $38,800
❑
2
❑
$27,700 or less
❑
$27,701 to $44,350
❑
3
❑
$31,200 or less
❑
$31,201 to $49,900
❑
4
❑
$34,650 or less
❑
$34,651 to $55,450
❑
5
❑
$37,400 or less
❑
$37,401 to $59,900
❑
6
❑
$40,200 or less
❑
$40,201 to $64,300
❑
7
❑
$42,950 or less
❑
$42,951 to $68,750
❑
8
❑
$45,750 or less
❑
$45,751 to $73,200
Specify racial/ethnic background:
❑
White American
❑
Black American
❑
Hispanic American
The undersigned by his/her signature affixed hereto declares under penalty of perjury that the
above information is complete and correct.
Date
❑ Native American
❑ Asian Pacific American
❑ Other:
Signature of Section 3 Resident
Preference Category:
Income Level:
Census Tract Number:
To Be Completed by Agency
❑ Targeted Service Area ❑ Youthbuild ❑ McKinney Homeless ❑ Other Section 3
❑ Low ❑ Very Low
SPC06-57 F-17
SECTION 3 BUSINESS CERTIFICATION FORM
Business Name:
Business Address:
Telephone Number:
Contract Amount: $
The above-mentioned business firm is a Section 3 business concern based on the following
qualification:
1. ❑ 51 percent owned by Section 3 residents
OR
2. ❑ Permanent, full-time employees include at least 30 percent Section 3 residents
OR
3. ❑ Written commitment to subcontract more than 25 percent of contract amount
to business concerns that meet Section 3 qualification stated in paragraph 1 or
2 above.
Specify ethnicity of business ownership:
❑ White American ❑ Black American ❑ Native American
❑ Hispanic American ❑ Asian Pacific ❑ Hasidic Jewish
The undersigned by his/her signature affixed hereto declares under penalty of perjury that the
above information is complete and correct.
Date
Signature
Print Name
Title
To Be Completed by Agency
Preference Category: ❑Targeted Service Area ❑Youthbuild ❑Other Census Tract Number:
SPC06-57 F-18
z
w
Q
Z
Z
O
~ U
Q O O
Z J Z
U U U
W W W
O O O
d a a
W
m
Oo
N W
~ N
0
a
U
OZ
O
Q W
~ CL
H
W 0
w U
00
w
z
Sao
mN
w
U ~
w m
Z
Oa
U
(n W
QZm
W
~
UD
ZJZ
0
U
Z
O
p2m
i U.
2ZZ
W
w
0
LLI w
Z
QO
=
Z
a
w w
o~m
0
0
~
aZ=
Q
Z
Z vi
m0
0
cn a
ri Z
R0
a~
U
Q~
m
LL ~
OZ
~O
aU
00
(7 H
Z cn
Y cn
~Q
0
O W
0
0
Z
Z U.
H }
a
0_ Ix
ww
HD
LL LL
OQ
w~
J U)
ox
Q' F-
Q ~
W I--
C.) ~ W
LL
OaC 0
~O
Z Z
OZ
W
W
Imo
J x ~
a ~ x
ZZOE
0 1--
Uw
Ow LL
Uz0
~mra
O
Z C.)
0cna
x=
mQ
w
>
i
o
H
INO
aWW
W"a
m w
~Um
00Z
U
W
OzO
Z0Ca
a
c
O1
U)
rn
LL
r
t0
0
U
a_
W
FEDERAL EQUAL EMPLOYMENT OPPORTUNITY/
AFFIRMATIVE ACTION REQUIREMENTS
1
EQUAL OPPORTUNITY CLAUSE. During the performance of this contract, the
contractor agrees as follows:
a. The contractor will not discriminate against any employee or applicant for
employment because of race, color, religion, sex, or national origin. The
contractor will take affirmative action to ensure that applicants are employed
and that employees are treated during employment without regard to their race,
color, religion, sex, or national origin. Such action shall include, but not be
limited to the following: employment, upgrading, demotion, or transfer;
recruitment or recruitment advertising; layoff or termination; rates of pay or other
forms of compensation; and selection for training, including apprenticeship. The
contractor agrees to post in conspicuous places, available to employees and
applicants for employment, notices to be provided setting forth the provisions of
this nondiscrimination clause.
b. The contractor will, in all solicitations or advertisements for employees placed
by or on behalf of the contractor, state that all qualified applicants will receive
consideration for employment without regard to race, color, religion, sex, or
national origin.
C. The contractor will send to each labor union or representative of workers with
which he has a collective bargaining agreement or other contract or
understanding, a notice to be provided, advising the said labor union or workers'
representative of the contractor's commitments under this section, and shall
post copies of the notice in conspicuous places available to employees and
applicants for employment.
d. The contractor will comply with all provisions of Executive Order 11246 of
September 24, 1965, and of the rules, regulations, and relevant orders of the
Secretary of Labor.
e. The contractor will furnish all information and reports required by Executive
Order 11246 of September 24, 1965, and by the rules, regulations, and orders
of the Secretary of Labor, or pursuant thereto, and will permit access to his
books, records, and accounts by the administering agency and the Secretary of
Labor for purposes of investigation to ascertain compliance with such rules,
regulations, and orders.
f. In the event of the contractor's noncompliance with the nondiscrimination clause
of this contract or with any of the said rules, regulations, or orders, this contract
may be canceled, terminated, or suspended in whole or in part, and the
contractor may be declared ineligible for further government contracts or
federally assisted construction contracts in accordance with procedures
authorized in Executive Order 11246 of September 24, 1965, or by rule,
regulation, or order of the Secretary of Labor, or as otherwise provided by law.
SPC06-57 F-20
' g. The contractor will include the provisions of Paragraph 1a through 1g in every
subcontract or purchase order unless exempted by rules, regulations, or orders
of the Secretary of Labor issued pursuant to Section 204 of Executive Order
' 11246 of September 24, 1965, so that such provisions will be binding upon
each subcontractor or vendor. The contractor will take such action with respect
to any subcontract or purchase order as the administering agency may direct as
' a means of enforcing such provisions, including sanctions for noncompliance;
provided, however, that in the event a contractor becomes involved in, or is
threatened with, litigation with a subcontractor or vendor as a result of such
' direction by the administering agency, the contractor may request the United
States to enter into such litigation to protect the interests of the United States.
' 2. NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL
EMPLOYMENT OPPORTUNITY (Executive Order 11246).
' a. The Offeror's or Bidder's attention is called to the "Equal Opportunity Clause"
and the "Standard Federal Equal Employment Specifications" set forth herein.
SPC06-57
The goals and timetables for minority and female participation, expressed in
percentage terms for the contractor's aggregate work force in each trade on all
construction work in the covered area, are as follows:
Timetables
Goals for Minority
Participation in
Each Trade
Goals for Female
Participation in
Each Trade
28.3%
6.9%
These goals are applicable to all the contractor's construction work (whether or
not it is Federal or federally assisted) performed in the covered area. If the
contractor performs construction work in a geographical area located outside of
the covered area, it shall apply the goals established for such geographical area
where the work is actually performed. With regard to this second area, the
contractor also is subject to the goals for both its federally involved and non-
federally involved construction.
The contractor's compliance with the Executive Order and the regulations in 41
CFR Part 60-4 shall be based on its implementation of the Equal Opportunity
Clause, specific affirmative action obligations required by the specifications set
forth in 41 CFR part 60-4.3(a), and its efforts to meet the goals. The hours of
minority and female employment and training must be substantially uniform
throughout the length of the contract and in each trade, and the contractor shall
make a good faith effort to employ minorities and women evenly on each of its
projects. The transfer of minority or female employees or trainees from
contractor to contractor or from project to project for the sole purpose of meeting
the contractor's goals shall be a violation of the contract, the Executive Order,
and the regulations of 41 CFR 60-4. Compliance with the goals will be
measured against the total work hours performed.
F-21
C. The contractor shall provide written notification to the Director of the Office of
Federal Contract Compliance Programs within ten working days of award of any
construction subcontract in excess of $10,000 at any tier for construction work
under the contract resulting from this solicitation. The notification shall list the
name, address, and telephone number of the subcontractor; employer
identification number of the subcontractor; estimated dollar amount of the
subcontract; estimated starting and completion dates of the subcontract; and
the geographical area in which the contract is to be performed.
3.
d. As used in this notice, and in the contract resulting from this solicitation, the
"covered area" is the Standard Metropolitan Statistical Area of Los Angeles-
Long Beach, specifically the County of Los Angeles, State of California.
STANDARD FEDERAL EQUAL EMPLOYMENT SPECIFICATIONS (Executive Order
11246)
a. As used in these specifications:
(1) "Covered area" means the geographical area described in the solicitation
from which this contract resulted;
(2) "Director" means Director, Office of Federal Contract Compliance
Programs, United States Department of Labor, or any person to whom
the Director delegates authority;
(3) "Employer identification number" means the Federal Social Security
Number used on the Employer's Quarterly Federal Tax Return, United
States Treasury Department Form 941.
(4) "Minority" includes:
(a) Black (all persons having origins in any of the Black African racial
groups not of Hispanic origin);
(b) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or
Southern American, or other Spanish culture or origin, regardless
of race);
(c) Asian and Pacific Islander (all persons having origins in any of the
original peoples of the Far East, Southeast Asia, the Indian
Subcontinent, or the Pacific Islands); and
(d) American Indian or Alaskan Native (all persons having origins in
any of the original peoples of North America and maintaining
identifiable tribal affiliations through membership and participation
or community identification).
b. Whenever the contractor or any subcontractor at any tier subcontracts a portion
of the work involving any construction trade, it shall physically include in each
subcontract in excess of $10,000 the provisions of these specifications and the
SPC06-57 F-22
notice which contains the applicable goals for minority and female participation
and which is set forth in the solicitations from which this contract resulted.
C. If the contractor is participating (pursuant to 41 CFR Part 60-4.5) in a Hometown
Plan approved by the United States Department of Labor in the covered area
either individually or through an association, its affirmative action obligations on
all work in the Plan area (including goals and timetables) shall be in accordance
with that Plan for those trades which have unions participating in the Plan.
Contractors must be able to demonstrate their participation in and compliance
with the provisions of any such Hometown Plan. Each contractor or
subcontractor participating in an approved Plan is individually required to
comply with its obligations under the Equal Opportunity Clause, and to make a
good faith effort to achieve each goal under the Plan in each trade in which it
has employees. The overall good faith performance by other contractors or
subcontractors toward a goal in an approved Plan does not excuse any covered
contractor's or subcontractor's failure to make good faith efforts to achieve the
Plan goals and timetables.
d. The contractor shall implement the specific affirmative action standards
provided in Paragraphs 3g(1) through 3g(15) of these specifications. The goals
set forth in the solicitation from which this contract resulted are expressed as
percentages of the total hours of employment and training or minority and
female utilization the contractor should reasonably be able to achieve in each
construction trade in which it has employees in the covered area. Covered
construction contractors performing construction work in geographical areas
where they do not have a Federal or federally assisted construction contract
shall apply the minority and female goals established for the geographical area
where the work is being performed. Goals are published periodically in the
Federal Register in notice form, and such notices may be obtained from any
Office of Federal Contract Compliance Programs Office or from Federal
procurement contracting officers. The contractor is expected to make
substantially uniform progress in meeting its goals in each craft during the
period specified.
e. Neither the provisions of any collective bargaining agreement nor the failure by
a union with whom the contractor has a collective bargaining agreement, to
refer either minority or women shall excuse the contractor's obligations under
these specifications, Executive Order 11246, or the regulations promulgated
pursuant thereto.
f. In order for the nonworking training hours of apprentices and trainees to be
counted in meeting the goals, such apprentices and trainees must be employed
by the contractor during the training period, and the contractor must have made
a commitment to employ the apprentices and trainees at the completion of their
' training, subject to the availability of employment opportunities. Trainees must
be trained pursuant to training programs approved by the United States
Department of Labor.
' g. The contractor shall take specific affirmative actions to ensure equal
employment opportunity. The evaluation of the contractor's compliance with
' SPC06-57 F-23
' these specifications shall be based upon its effort to achieve maximum results
from its actions. The contractor shall document these efforts fully, and shall
implement affirmative action steps at least as extensive as the following:
' (1) Ensure and maintain a working environment free of harassment,
intimidation, and coercion at all sites, and in all facilities at which the
' contractor's employees are assigned to work. The contractor, where
possible, will assign two or more women to each construction project.
The contractor shall specifically ensure that all foremen, superintendents,
' and other on-site supervisory personnel are aware of and carry out the
contractor's obligation to maintain such a working environment, with
specific attention to minority or female individuals working at such sites
or in such facilities.
~1
1 SPC06-57
(2) Establish and maintain a current list of minority and female recruitment
sources, provide written notification to minority and female recruitment
sources and to community organizations when the contractor or its
unions have employment opportunities available, and maintain a record
of the organizations' responses.
(3) Maintain a current file of the names, addresses, and telephone numbers
of each minority and female off-the-street applicant and minority or
female referral from a union, a recruitment source, or community
organization and of what action was taken with respect to each such
individual. If such individual was sent to the union hiring hall for referral
and was not referred back to the contractor by the union or, if referred,
not employed by the contractor, this shall be documented in the file with
the reason therefor, along with whatever additional actions the contractor
may have taken.
(4) Provide immediate written notification to the Director when the union or
unions with which the contractor has a collective bargaining agreement
has not referred to the contractor a minority person or woman sent by the
contractor, or when the contractor has other information that the union
referral process has impeded the contractor's efforts to meet its
obligations.
(5) Develop on-the-job training opportunities and/or participate in training
programs for the area which expressly include minorities and women,
including upgrading programs and apprenticeship and trainee programs
relevant to the contractor's employment needs, especially those
programs funded or approved by the Department of Labor. The
contractor shall provide notice of these programs to the sources
compiled under Paragraph 3g(2), above.
(6) Disseminate the contractor's equal employment opportunity (EEO) policy
by providing notice of the policy to unions and training programs and
requesting their cooperation in assisting the contractor in meeting its
EEO obligations; by including it in any policy manual and collective
bargaining agreement; by publicizing it in the company newspaper,
F-24
I
annual report, etc.; by specific review of the policy with all management
personnel and with all minority and female employees at least once a
year; and by posting the company EEO policy on bulletin boards
accessible to all employees at each location where construction work is
performed.
(7) Review, at least annually, the company's EEO policy and affirmative
action obligations under these specifications with all employees having
any responsibility for hiring, assignment, layoff, termination, or other
employment decisions including specific review of these items with on-
site supervisory personnel such as Superintendents, General Foremen,
etc., prior to the initiation of construction work at any job site. A written
record shall be made and maintained identifying the time and place of
these meetings, persons attending, subject matter discussed, and
disposition of the subject matter.
(8) Disseminate the contractor's EEO policy externally by including it in any
advertising in the news media, specifically including minority and female
news media, and providing written notification to and discussing the
contractor's EEO policy with other contractors and subcontractors with
whom the contractor does or anticipates doing business.
(9) Direct its recruitment efforts, both oral and written, to minority, female,
and community organizations; to schools with minority and female
students; and to minority and female recruitment and training
organizations serving the contractor's recruitment area and employment
needs. Not later than one month prior to the date for the acceptance of
applications for apprenticeship or other training by any recruitment
sources, the contractor shall send written notification to organizations
such as the above, describing the opening, screening procedures, and
tests to be used in the selection process.
(10) Encourage present minority and female employees to recruit other
minority persons and women and, where reasonable, provide after-
school, summer, and vacation employment to minority and female youth,
both on the side and in other areas of a contractor's work force.
(11) Validate all tests and other selection requirements where there is an
obligation to do so under 41 CFR Part 60-3.
(12) Conduct, at least annually, an inventory and evaluation at least of all
minority and female personnel for promotional opportunities and
encourage these employees to seek or to prepare for, through
appropriate training, etc., such opportunities.
(13) Ensure that seniority practices, job classifications, work assignments,
and other personnel practices do not have a discriminatory effect by
continually monitoring all personnel and employment-related activities to
ensure that the EEO policy and the contractor's obligations under these
specifications are being carried out.
SPC06-57 F-25
1
(14) Ensure that all facilities and company activities are nonsegregated
except that separate or single-user toilet and necessary changing
facilities shall be provided to assure privacy between the sexes.
(15) Document and maintain a record of all solicitations of offers for
subcontracts from minority and female construction contractors and
suppliers, including circulation of solicitations to minority and female
contractor associations and other business associations.
(16) Conduct a review, at least annually, of all supervisors' adherence to and
performance under the contractor's EEO policies and affirmative action
obligations.
h. Contractors are encouraged to participate in voluntary associations that assist
in fulfilling one or more of their affirmative action obligations described in
Paragraphs 3g(1) through (16), above. The efforts of a contractor association,
joint contractor-union, contractor-community, or other similar group of which the
contractor is a member and participant, may be asserted as fulfilling any one or
more of its obligations under Paragraphs 3g(1) through (16) of these
specifications; provided that the contractor actively participates in the group,
makes every effort to ensure that the group has a positive impact on the
employment of minorities and women in the industry, ensures that the concrete
benefits of the program are reflected in the contractor's minority and female
work force participation, makes a good faith effort to meet its individual goals
and timetables, and can provide access to documentation which demonstrates
the effectiveness of actions taken on behalf of the contractor. The obligation to
comply, however, is the contractor's, and failure of such a group to fulfill an
obligation shall not be a defense for the contractor's noncompliance.
A single goal for minorities and a separate single goal for women have been
established. The contractor, however, is required to provide equal employment
opportunity and to take affirmative action for all minority groups, both male and
female, and all women, both minority and non-minority. Consequently, the
contractor may be in violation of the Executive Order if a particular group is
employed in a substantially disparate manner (for example, even though the
contractor has achieved its goals for women generally, the contractor may be in
violation of the Executive Order if a specific minority group of minority women is
underutilized).
The contractor shall not use the goals and timetables or affirmative action
standards to discriminate against any person because of race, color, religion,
sex, or national origin.
k. The contractor shall not enter into any subcontract with any person or firm
debarred from Government contracts pursuant to Executive Order 11246.
' I. The contractor shall carry out such sanctions and penalties for violation of these
specifications and of the Equal Opportunity Clause, including suspension,
termination, and cancellation of existing subcontracts as may be imposed or
SPC06-57 F-26
ordered pursuant to Executive Order 11246, as amended, and its implementing
regulations, by the Office of Federal Contract Compliance Programs. Any
contractor who fails to carry out such sanctions and penalties shall be in
violation of these specifications and Executive Order 11246, as amended.
M. The contractor, in fulfilling its obligations under these specifications, shall
implement specific affirmative action steps, at least as extensive as those
standards prescribed in Paragraph 3g of these specifications, so as to achieve
maximum results from its efforts to ensure equal employment opportunity. If the
contractor fails to comply with the requirements of the Executive Order, the
implementing regulations, or these specifications, the Director shall proceed in
accordance with 41 CFR Part 60-4.8.
n. The contractor shall designate a responsible official to monitor all employment
related activity to ensure that the company EEO policy is being carried out, to
submit reports relating to the provisions thereof as may be required by the
Government and to keep records. Records shall at least include for each
employee the name, address, telephone number, construction trade, union
affiliation, if any, employee identification number, and assigned social security
number, race, sex, status (e.g., mechanic, apprentice trainee, helper, or
laborer), dates of changes in status, hours worked per week in the indicated
trade, rate of pay, and locations at which the work was performed. Records
shall be maintained in an easily understandable and retrievable form; however,
to the degree that existing records satisfy this requirement, contractors shall not
be required to maintain separate records.
o. Nothing herein provided shall be construed as a limitation upon the application
of other laws which establish different standards of compliance or upon the
application of requirements for the hiring of local or other area residents (e.g.,
those under the Public Works Employment Act of 1977 and the Community
Development Block Grant Program).
p. The Director, from time to time, shall issue goals and timetables for minority and
female utilization which shall be based on appropriate work force, demographic
or other relevant data and which shall cover construction projects or
construction contracts performed in specific geographic areas. The goals,
which shall be applicable to each construction trade, shall be published as
notices in the Federal Register, and shall be inserted by the contracting officers
and applicants, as applicable, in the Notice required by 41 CFR 60-4.2.
Covered construction contractors performing construction work in geographical
areas where they do not have a Federal or federally assisted construction
contract shall apply the minority and female goals established for the
geographical area where the work is being performed.
4. SPECIFIC EEO REQUIREMENTS. For a federally assisted construction contract in
excess of $10,000, the contractor/subcontractor shall:
a. Forward the following EEO certification forms to the contract awarding authority
prior to contract award: Certification of Nonsegregated Facilities and
Certification with Regard to the Performance of Previous Contracts or
SPC06-57 F-27
1
I
Subcontracts Subject to the Equal Opportunity Clause and the Filing of
Required Reports.
b. Submit a notification of subcontracts awarded to the Director, Office of Federal
Contract Compliance Programs, United States Department of Labor - ESA, 200
Constitution Avenue, NW, Room C3325, Washington, DC 20210, within ten
working days of award of any subcontract in excess of $10,000, listing the
name, address, and telephone number of the subcontractor; employer
identification number; estimated dollar amount of the subcontract; estimated
starting and completion dates of the subcontract; and the geographical area in
which the contract is to be performed.
C. Send a notice of the contractor's commitment to equal employment opportunity
to labor unions or representatives of workers prior to commencement of
construction work.
d. Display an equal employment opportunity poster in a conspicuous place
available to employees and applicants for employment.
e. For contracts in excess of $10,000, bind subcontractors to the Federal equal
employment opportunity requirements by including the provisions of Paragraphs
1 through 3, above, in the subcontract.
5. CIVIL RIGHTS ACT OF 1964. Under Title VI of the Civil Rights Act of 1964, no
person shall, on the grounds of race, color, national origin, be excluded from
participation in, be denied the benefits of, or be subjected to discrimination under any
program or activity receiving Federal financial assistance.
6. SECTION 109 OF THE HOUSING AND COMMUNITY DEVELOPMENT ACT OF
1974. No person in the United States shall on the grounds of race, color, national
origin, or sex be excluded from participation in, be denied the benefits of, or be
subjected to discrimination under any program or activity funded in whole or in part
with funds made available under this title.
7. THE AGE DISCRIMINATION ACT OF 1975. No person in the United States shall, on
' the basis of age, be excluded from participation in, be denied the benefits of, or be
subjected to discrimination under any program or activity receiving Federal financial
assistance.
8. REHABILITATION ACT OF 1973. No otherwise qualified individual with handicaps in
the United States shall, solely by reason of his or her handicap, be excluded from the
participation in, be denied the benefits of, or be subjected to discrimination under any
program or activity receiving Federal financial assistance.
I I SPC06-57 F-28
NOTICE OF EQUAL EMPLOYMENT OPPORTUNITY
To:
[Name of Labor Union or Workers' Representative]
1 Awarding Authority:
Project Name and Number:
1
The undersigned currently holds a contract with
' involving Community Development Block Grant (CDBG) funds from the U.S. Department of
Housing and Urban Development (HUD) or a subcontract with a prime contractor holding
such contract.
0
I
You are advised that under the provisions of the above contract or subcontract and in
accordance with Executive Order 11246, the undersigned is obligated not to discriminate
against any employee or applicant for employment because of race, color, religion, sex, or
national origin. This obligation not to discriminate in employment includes, but is not limited
to, the following:
HIRING, PLACEMENT, UPGRADING, TRANSFER, OR DEMOTION; RECRUIT-
MENT, ADVERTISING, OR SOLICITATION FOR EMPLOYMENT; TREATMENT
DURING EMPLOYMENT; RATES OF PAY OR OTHER FORMS OF COMPEN-
SATION; SELECTION FOR TRAINING, INCLUDING APPRENTICESHIP; AND
LAYOFF OR TERMINATION.
This notice is furnished to you pursuant to the provisions of the above contract or subcontract
and Executive Order 11246.
Copies of this notice will be posted by the undersigned in conspicuous places available to
employees or applicants for employment.
[Contractor/Subcontractor]
1 SPC06-57
[Signature]
[Title]
F-29
' CERTIFICATION
WITH REGARD TO THE PERFORMANCE OF PREVIOUS
' CONTRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL
OPPORTUNITY CLAUSE
' AND THE FILING OF REQUIRED REPORTS
1 The Obidder / proposed subcontractor hereby certifies that s/he ❑has / Ohas not
participated in a previous contract or subcontract subject to the Equal Opportunity Clause, as
required by Executive Orders 10925, 11114, or 11246, and that s/he E]has / Elhas not filed
1 with the Joint Reporting Committee, the Director of the Office of Federal Contract
Compliance, a Federal Government contracting or administering agency, or the former
President's Committee on Equal Employment Opportunity, all reports due under the
1 applicable filing requirements.
Date: Project No.: Contract Award: $
1 Awarding Agency:
Contractor Name: Total Number Employees:
1 Affiliate Company:
1 By.
Title:
1
NOTE: The above certification is required by the Equal Employment Opportunity Regulations
1 of the Secretary of Labor (41 CFR 60-1.7(b) (1)), and must be submitted by bidders and
proposed subcontractors only in connection with contracts and subcontracts that are subject
to the equal opportunity clause. Contracts and subcontracts which are exempt from the
1 equal opportunity clause are set forth in 41 CFR 60-1.5. (Generally, only contracts or
subcontracts of $10,000 or under are exempt.)
1 Proposed prime contractors and subcontractors who have participated in a previous contract
or subcontract subject to the Executive Orders and have not filed the required reports should
note that 41 CFR 60-1.7(b) (1) prevents the award of contracts and subcontracts unless such
' contractor submits a report covering the delinquent period or such other period specified by
the U.S. Department of the Interior or by the Director, Office of Federal Contract Compliance,
U.S. Department of Labor.
1
1 SPC06-57 F-30
l
CONTRACTING WITH SMALL AND MINORITY FIRMS, WOMEN'S
BUSINESS ENTERPRISE, AND LABOR SURPLUS AREA FIRMS
1. It is national policy to award a fair share of contracts to small and minority business
firms. Accordingly, affirmative steps must be taken to assure that small and minority
businesses are utilized when possible as sources of supplies, equipment,
construction, and services. Affirmative steps shall include the following:
a. Including qualified small and minority businesses on solicitation lists.
b. Assuring that small and minority businesses are solicited whenever they are
potential sources.
C. When economically feasible, dividing total requirements into smaller tasks or
quantities so as to permit maximum small and minority business participation.
d. Where the requirement permits, establishing delivery schedules which will
encourage participation by small and minority businesses.
e. Using the services and assistance of the Small Business Administration and the
Minority Business Development Agency of the Department of Commerce as
required.
f. If any subcontracts are to be let, requiring the prime contractor to take the
affirmative steps in 1a through 1e above.
2. Grantees shall take similar appropriate affirmative action in support of women's
business enterprise.
3. Grantees are encouraged to procure goods and services from labor surplus areas.
SPC06-57
F-31
I
CERTIFICATION OF NON-SEGREGATED FACILITIES
Federally Assisted Projects
The Federally assisted construction contractor certifies that he does not maintain or provide
for his employees any segregated facilities at any of his establishments, and that he does not
permit his employees to perform their services at any location, under his control, where
segregated facilities are maintained. The Federally assisted construction contractor certifies
further that he will not maintain or provide for his employees any segregated facilities at any
of his establishments, and that he will not permit his employees to perform their services at
any location, under his control, where segregated facilities are maintained. The Federally
assisted construction contractor agrees that a breach of this certification is a violation of the
Equal Opportunity clause in this contract. As used in this certification, the term "segregated
facilities" means any waiting rooms, work areas, restrooms and washrooms, restaurants and
other eating areas, timeclocks, locker rooms and other storage or dressing areas, parking
lots, drinking fountains, recreation or entertainment areas, transportation, and housing
facilities provided for employees which are segregated by explicit directive or are in fact
segregated on the basis of race, creed, color, or national origin, because of habit, local
custom, or otherwise. The Federally assisted construction contractor agrees that (except
where he has obtained identical certifications from proposed subcontractors for specific time
periods) he will obtain identical certifications from proposed subcontractors prior to the award
of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal
Opportunity clause, and that he will retain such certifications in his files.
NOTE: The penalty for making false statements in offers is prescribed in 18
U.S.C. 1001.
Name of Contractor
Address
Signature and Title
Date
1 SPC06-57 F-32
COMPLIANCE WITH CLEAN AIR AND WATER ACTS
(Applicable to federally assisted construction contracts and related subcontracts exceeding
$100,000)
During the performance of this contract, the contractor and all subcontractors shall comply
with the requirements of the Clean Air Act, as amended, 42 USC 1857, et seq., the Federal
Water Pollution Control Act, as amended, 33 USC 1251, et seq., and the regulations of the
Environmental Protection Agency with respect thereto, at 40 CFR Part 15, as amended.
In addition to the foregoing requirements, all nonexempt contractors and subcontractors shall
furnish to the owner the following:
1. A stipulation by the contractor or subcontractors that any facility to be utilized in the
performance of any nonexempt contract or subcontract is not listed on the List of
Violating Facilities issued by the Environmental Protection Agency (EPA) pursuant to
40 CFR 15.20.
2. Agreement by the contractor to comply with all the requirements of Section 114 of the
Clean Air Act, as amended (42 USC 1857c-8) and Section 308 of the Federal Water
Pollution Control Act, as amended (33 USC 1318) relating to inspection, monitoring,
entry, reports, and information, as well as all other requirements specified in said
Section 114 and Section 308, and all regulations and guidelines issued thereunder.
3. A stipulation that as a condition for the award of the contract, prompt notice will be
given of any notification received from the Director, Office of Federal Activities, EPA,
indicating that a facility utilized or to be utilized for the contract is under consideration
to be listed on the EPA List of Violating Facilities.
4. Agreement by the contractor that he will include, or cause to be included, the criteria
and requirements in paragraph (1) through (4) of this section in every nonexempt
subcontract and requiring that the contractor will take such action as the Government
may direct as a means of enforcing such provisions.
SPC06-57
F-33
NONCOLLUSION AFFIDAVIT
(Title 23 United States Code Section 112 and
Public Contract Code Section 7106)
To the CITY of
DEPARTMENT OF PUBLIC WORKS
In accordance with Title 23 United States Code Section 112 and Public Contract Code 7106,
the bidder declares that the bid is not made in the interest of, or on behalf of, any undisclosed
person, partnership, company, association, organization, or corporation; that the bid is
genuine and not collusive or sham; that the bidder has not directly or indirectly induced or
solicited any other bidder to put in a false or sham bid, and has not directly or indirectly
colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid,
or that anyone shall refrain from bidding; that the bidder has not in any manner, directly or
indirectly, sought by agreement, communication, or conference with anyone to fix the bid
price of the bidder or any other bidder, or to fix any overhead, profit, or cost element of the
bid price, or of that of any other bidder, or to secure any advantage against the public body
awarding the contract of anyone interested in the proposed contract; that all statements
contained in the bid are true; and, further, that the bidder has not, directly or indirectly,
submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged
information or data relative thereto, or paid, and will not pay, any fee to any corporation,
partnership, company association, organization, bid depository, or to any member or agent
thereof to effectuate a collusive or sham bid.
Name of Contractor
Address
Signature and Title
Date
SPC06-57 F-34
' FEDERAL LOBBYIST REQUIREMENTS
CERTIFICATION
1
' Name of Firm: Date:
Address:
' State: Zip Code: Telephone:
1
Acting on behalf of the above-named firm as its Authorized Official, I make the following Certification
to the Department of Housing and Urban Development (HUD) and the Community Development
' Commission, City of Rosemead:
1) No Federal appropriated funds have been paid, by or on behalf of the above-named firm to
' any person for influencing or attempting to influence an officer or employee of any agency, a
Member of Congress, an officer or employee of Congress, or an employee of a Member of
Congress in connection with the awarding of any Federal contract, the making of any Federal
' grant, loan, or cooperative agreement, and any extension, continuation, renewal, amendment,
or modification thereof; and
' 2) If any funds other than Federal appropriated funds have been paid or will be paid to any
person for influencing or attempting to influence an officer or employee or any agency, a
Member of Congress, an officer or employee of Congress, or an employee of a Member of
' Congress in connection with this Federal contract, grant, loan, or cooperative agreement, the
above-named firm shall complete and submit Standard Form-LLL, "Disclosure Form to Report
Lobbying" in accordance with its instructions; and
' 3) The above-named firm shall require that the language of this certification be included in the
award documents for all sub-awards at all tiers (including subcontracts, sub-grants, and
contracts under grants, loans, and cooperative agreements) and that all sub-recipients shall
' certify and disclose accordingly.
This certification is a material representation of fact upon which reliance was placed when this
transaction was made or entered into. Submission of this certification is a prerequisite for making or
entering into the transaction imposed by Section 1352 Title 31 U.S. Code. Any person who fails to file
' the required certification shall be subject to a civil penalty of not less than $10,000 and not more than
$100,000 for each such failure.
t Authorized Official:
Name: Title:
1
Signature: Date:
1
' SPC06-57 F-35
COUNTY LOBBYIST CODE CHAPTER 2.160
COUNTY ORDINANCE NO. 93-0031
CERTIFICATION
Name of Firm:
Date:
Address:
State:
Zip Code:
Telephone:
Acting on behalf of the above-named firm as its Authorized Official, I make the following Certification
to the County of Los Angeles and the Community Development Commission, City of Rosemead:
1) It is understood that each person/entitytfirm who applies for a Community Development
Commission contract, and as part of that process, shall certify that they are familiar with the
requirements of the Los Angeles County Code Chapter 2.160 (Los Angeles County Ordinance
93-0031); and
2) That all persons/entities/firms acting on behalf of the above-named firm have complied and will
comply with the County Code; and
3) That any person/entity/firm who seeks a contract with the Community Development
Commission shall be disqualified therefrom and denied the contract and shall be liable in civil
action if any lobbyist, lobbying firm, lobbyist employer, or any other person or entity acting on
behalf of the above-named firm fails to comply with the provisions of the County Code.
This certification is a material representation of fact upon which reliance was placed when this
' transaction was made or entered into. Submission of this certification is a prerequisite for making or
entering into a contract with Los Angeles County and the Community Development Commission,
County of Los Angeles.
Authorized Official:
' Name: Title:
Signature: Date:
1
' SPC06-57 F-36
I U.S. Department of Housing
Federal Labor Standards Provisions and Urban Development
Office of Labor Relations
Applicability
The Project or Program to which the construction work covered
by this contract pertains is being assisted by the United States of
America and the following Federal Labor Standards Provisions
are included in this Contract pursuant to the provisions applicable
to such Federal assistance.
A. 1. (i) Minimum Wages. All laborers and mechanics em-
ployed or working upon the site of the work will be paid uncondi-
tionally and not less often than once a week, and without subse-
quent deduction or rebate on any account (except such payroll
deductions as are permitted by regulations issued by the Secre-
tary of Labor under the Copeland Act (29 CFR Part 3), the full
amount of wages and bona fide fringe benefits (or cash equiva-
lents thereof) due at time of payment computed at rates not less
than those contained in the wage determination of the Secretary
of Labor which is attached hereto and made a part hereof, re-
gardless of any contractual relationship which may be alleged to
exist between the contractor and such laborers and mechanics.
Contributions made or costs reasonably anticipated for bona fide
fringe benefits under Section I(b)(2) of the Davis-Bacon Act on
behalf of laborers or mechanics are considered wages paid to
such laborers or mechanics, subject to the provisions of 29 CFR
5.5(a)(1)(iv); also, regular contributions made or costs incurred
for more than a weekly period (but not less often than quarterly)
under plans, funds, or programs which cover the particular weekly
period are deemed to be constructively made or incurred during
such weekly period.
Such laborers and mechanics shall be paid the appropriate wage
rate and fringe benefits on the wage determination for the classi-
fication of work actually performed, without regard to skill, except
as provided in 29 CFR 5.5(a)(4). Laborers or mechanics per-
forming work in more than one classification may be compensated
at the rate specified for each classification for the time actually
worked therein, provided that the employer's payroll records
accurately set forth the time spent in each classification in which
work is performed. The wage determination (including any addi-
tional classification and wage rates conformed under 29 CFR
5.5(a)(1)(ii) and the Davis-Bacon poster (WH-1321) shall be posted
at all times by the contractor and its subcontractors at the site of
the work in a prominent and accessible place where it can be
easily seen by the workers.
(ii) (a) Any class of laborers or mechanics which is not listed in
the wage determination and which is to be employed under the
contract shall be classified in conformance with the wage deter-
mination. HUD shall approve an additional classification and wage
rate and fringe benefits therefor only when the following criteria
have been met:
(1) The work to be performed by the classification requested is
not performed by a classification in the wage determination; and
(2) The classification is utilized in the area by the construction
industry; and
(3) The proposed wage rate, including any bona fide fringe
benefits, bears a reasonable relationship to the wage rates
contained in the wage determination.
(b) If the contractor and the laborers and mechanics to be em-
ployed in the classification (if known), or their representatives,
and HUD or its designee agree on the classification and wage
rate (including the amount designated for fringe benefits where
appropriate), a report of the action taken shall be sent by HUD or
its designee to the Administrator of the Wage and Hour Division,
Employment Standards Administration, U.S. Department of La-
bor, Washington, D.C. 20210. The Administrator, or an authorized
representative, will approve, modify, or disapprove every additional
classification action within 30 days of receipt and so advise HUD
or its designee or will notify HUD or its designee within the 30-day
period that additional time is necessary. (Approved by the Office
of Management and Budget under OMB Control Number 1215-
0140.)
(c) In the event the contractor, the laborers or mechanics to be
employed in the classification or their representatives, and HUD
or its designee do not agree on the proposed classification and
wage rate (including the amount designated for fringe benefits,
where appropriate), HUD or its designee shall refer the questions,
including the views of all interested parties and the recommenda-
tion of HUD or its designee, to the Administrator for determina-
tion. The Administrator, or an authorized representative, will is-
sue a determination within 30 days of receipt and so advise HUD
or its designee or will notify HUD or its designee within the 30-day
period that additional time is necessary. (Approved by the Office
of Management and Budget under OMB Control Number 1215-
0140.)
(d) The wage rate (including fringe benefits where appropriate)
determined pursuant to subparagraphs (1)(ii)(b) or (c) of this para-
graph, shall be paid to all workers performing work in the classifi-
cation under this contract from the first day on which work is per-
formed in the classification.
(iii) Whenever the minimum wage rate prescribed in the contract
for a class of laborers or mechanics includes a fringe benefit which
is not expressed as an hourly rate, the contractor shall either pay
the benefit as stated in the wage determination or shall pay an-
other bona fide fringe benefit or an hourly cash equivalent thereof.
(iv) If the contractor does not make payments to a trustee or
other third person, the contractor may consider as part of the
wages of any laborer or mechanic the amount of any costs rea-
sonably anticipated in providing bona fide fringe benefits under a
plan or program, provided that the Secretary of Labor has found,
upon the written request of the contractor, that the applicable stan-
dards of the Davis-Bacon Act have been met. The Secretary of
Labor may require the contractor to set aside in a separate ac-
count assets for the meeting of obligations under the plan or pro-
gram. (Approved by the Office of Management and Budget under
OMB Control Number 1215-0140.)
2. Withholding. HUD or its designee shall upon its own action or
upon written request of an authorized representative of the De-
partment of Labor withhold or cause to be withheld from the con-
tractor under this contract or any other Federal contract with the
same prime contractor, or any other Federally-assisted contract
subject to Davis-Bacon prevailing wage requirements, which is
held by the same prime contractor so much of the accrued pay-
ments or advances as may be considered necessary to pay la-
borers and mechanics, including apprentices, trainees and help-
ers, employed by the contractor or any subcontractor the full
amount of wages required by the contract. In the event of failure
to pay any laborer or mechanic, including any apprentice, trainee
or helper, employed or working on the site of the work, all or part
' Previous edition is obsolete
SPC06-57
Page 1 of 4
F-37
form HUD-4010 (07/2003)
ref. Handbook 1344.1
of the wages required by the contract, HUD or its designee may,
afterwritten notice to the contractor, sponsor, applicant, or owner,
take such action as may be necessary to cause the suspension
of any further payment, advance, or guarantee of funds until such
violations have ceased. HUD or its designee may, after written
notice to the contractor, disburse such amounts withheld for and
on account of the contractor or subcontractor to the respective
employees to whom they are due. The Comptroller General shall
make such disbursements in the case of direct Davis-Bacon Act
contracts.
3. (1) Payrolls and basic records. Payrolls and basic records
relating thereto shall be maintained by the contractor during the
course of the work preserved for a period of three years thereaf-
ter for all laborers and mechanics working at the site of the work.
Such records shall contain the name, address, and social secu-
rity number of each such worker, his or her correct classification,
hourly rates of wages paid (including rates of contributions or costs
anticipated for bona fide fringe benefits or cash equivalents thereof
of the types described in Section I(b)(2)(B) of the Davis-Bacon
Act), daily and weekly number of hours worked, deductions made
and actual wages paid. Whenever the Secretary of Labor has
found under 29 CFR 5.5 (a)(1)(iv) that the wages of any laborer or
mechanic include the amount of any costs reasonably anticipated
in providing benefits under a plan or program described in Sec-
tion I(b)(2)(B) of the Davis-Bacon Act, the contractor shall main-
tain records which show that the commitment to provide such
benefits is enforceable, that the plan or program is financially re-
sponsible, and that the plan or program has been communicated
in writing to the laborers or mechanics affected, and records which
show the costs anticipated or the actual cost incurred in providing
such benefits. Contractors employing apprentices or trainees
under approved programs shall maintain written evidence of the
registration of apprenticeship programs and certification of trainee
programs, the registration of the apprentices and trainees, and
the ratios and wage rates prescribed in the applicable programs.
(Approved by the Office of Management and Budget under OMB
Control Numbers 1215-0140 and 1215-0017.)
(ii) (a) The contractor shall submit weekly for each week in which
any contract work is performed a copy of all payrolls to HUD or its
designee if the agency is a party to the contract, but if the agency
is not such a parry, the contractor will submit the payrolls to the
applicant sponsor, or owner, as the case may be, for transmission
to HUD or its designee. The payrolls submitted shall set out ac-
curately and completely all of the information required to be main-
tained under 29 CFR 5.5(a)(3)(i). This information may be submit-
ted in any form desired. Optional Form WH-347 is available for
this purpose and may be purchased from the Superintendent of
Documents (Federal Stock Number 029-005-00014-1), U.S. Gov-
ernment Printing Office, Washington, DC 20402. The prime con-
tractor is responsible for the submission of copies of payrolls by
all subcontractors. (Approved by the Office of Management and
Budget under OMB Control Number 1215-0149.)
(b) Each payroll submitted shall be accompanied by a "State-
ment of Compliance," signed by the contractor or subcontractor or
his or her agent who pays or supervises the payment of the per-
sons employed under the contract and shall certify the following:
(1) That the payroll for the payroll period contains the information
required to be maintained under 29 CFR 5.5 (a)(3)(i) and that
such information is correct and complete;
(2) That each laborer or mechanic (including each helper, ap-
prentice, and trainee) employed on the contract during the payroll
period has been paid the full weekly wages earned, without re-
bate, either directly or indirectly, and that no deductions have been
made either directly or indirectly from the full wages earned, other
than permissible deductions as set forth in 29 CFR Part 3;
(3) That each laborer or mechanic has been paid not less than
the applicable wage rates and fringe benefits or cash equivalents
for the classification of work performed, as specified in the appli-
cable wage determination incorporated into the contract.
(c) The weekly submission of a properly executed certification
set forth on the reverse side of Optional Form WH-347 shall sat-
isfy the requirement for submission of the "Statement of Compli-
ance" required by subparagraph A.3.(ii)(b).
(d) The falsification of any of the above certifications may subject
the contractor or subcontractor to civil or criminal prosecution
under Section 1001 of Title 18 and Section 231 of Title 31 of the
United States Code.
(iii) The contractor or subcontractor shall make the records re-
quired under subparagraph A.3.(i) available for inspection, copy-
ing, or transcription by authorized representatives of HUD or its
designee or the Department of Labor, and shall permit such rep-
resentatives to interview employees during working hours on the
job. If the contractor or subcontractor fails to submit the required
records orto make them available, HUD or its designee may, after
written notice to the contractor, sponsor, applicant or owner, take
such action as may be necessary to cause the suspension of any
further payment, advance, or guarantee of funds. Furthermore,
failure to submit the required records upon request or to make
such records available may be grounds for debarment action pur-
suant to 29 CFR 5.12.
4. Apprentices and Trainees.
(i) Apprentices. Apprentices will be permitted to work at less
than the predetermined rate for the work they performed when
they are employed pursuant to and individually registered in a
bona fide apprenticeship program registered with the U.S. De-
partment of Labor, Employment and Training Administration, Of-
fice of Apprenticeship Training, Employer and Labor Services, or
with a State Apprenticeship Agency recognized by the Office, or if
a person is employed in his or her first 90 days of probationary
employment as an apprentice in such an apprenticeship program,
who is not individually registered in the program, but who has
been certified by the Office of Apprenticeship Training, Employer
and Labor Services or a State Apprenticeship Agency (where
appropriate) to be eligible for probationary employment as an
apprentice. The allowable ratio of apprentices to journeymen on
the job site in any craft classification shall not be greater than the
ratio permitted to the contractor as to the entire work force under
the registered program. Any worker listed on a payroll at an ap-
prentice wage rate, who is not registered or otherwise employed
as stated above, shall be paid not less than the applicable wage
rate on the wage determination for the classification of work actu-
ally performed. In addition, any apprentice performing work on
the job site in excess of the ratio permitted under the registered
program shall be paid not less than the applicable wage rate on
the wage determination for the work actually performed. Where a
contractor is performing construction on a project in a locality other
than that in which its program is registered, the ratios and wage
rates (expressed in percentages of the journeyman's hourly rate)
specified in the contractor's or subcontractor's registered program
shall be observed. Every apprentice must be paid at not less
than the rate specified in the registered program for the
apprentice's level of progress, expressed as a percentage of the
Previous edition is obsolete Page 2 of 4
SPC06-57 F-38
form HUD-4010 (0712003)
ref. Handbook 1344.1
J
1
journeymen hourly rate specified in the applicable wage determi-
nation. Apprentices shall be paid fringe benefits in accordance
with the provisions of the apprenticeship program. If the appren-
ticeship program does not specify fringe benefits, apprentices must
be paid the full amount of fringe benefits listed on the wage deter-
mination for the applicable classification. If the Administrator de-
termines that a different practice prevails for the applicable ap-
prentice classification, fringes shall be paid in accordance with
that determination. In the event the Office of Apprenticeship Train-
ing, Employer and Labor Services, or a State Apprenticeship
Agency recognized by the Office, withdraws approval of an ap-
prenticeship program, the contractor will no longer be permitted
to utilize apprentices at less than the applicable predetermined
rate for the work performed until an acceptable program is ap-
proved.
(ii) Trainees. Except as provided in 29 CFR 5.16, trainees will
not be permitted to work at less than the predetermined rate for
the work performed unless they are employed pursuant to and
individually registered in a program which has received prior ap-
proval, evidenced by formal certification by the U.S. Department
of Labor, Employment and Training Administration. The ratio of
trainees to journeymen on the job site shall not be greater than
permitted under the plan approved by the Employment and Train-
ing Administration. Every trainee must be paid at not less than
the rate specified in the approved program for the trainee's level
of progress, expressed as a percentage of the journeyman hourly
rate specified in the applicable wage determination. Trainees shall
be paid fringe benefits in accordance with the provisions of the
trainee program. If the trainee program does not mention fringe
benefits, trainees shall be paid the full amount of fringe benefits
listed on the wage determination unless the Administrator of the
Wage and Hour Division determines that there is an apprentice-
ship program associated with the corresponding journeyman wage
rate on the wage determination which provides for less than full
fringe benefits for apprentices. Any employee listed on the pay-
roll at a trainee rate who is not registered and participating in a
training plan approved by the Employment and Training Adminis-
tration shall be paid not less than the applicable wage rate on the
wage determination for the work actually performed. In addition,
any. trainee performing work on the job site in excess of the ratio
permitted under the registered program shall be paid not less than
the applicable wage rate on the wage determination for the work
actually performed. In the event the Employment and Training
Administration withdraws approval of a training program, the con-
tractor will no longer be permitted to utilize trainees at less than
the applicable predetermined rate for the work performed until an
acceptable program is approved.
(iii) Equal employment opportunity. The utilization of appren-
tices, trainees and journeymen under 29 CFR Part 5 shall be in
conformity with the equal employment opportunity requirements
of Executive Order 11246, as amended, and 29 CFR Part 30.
5. Compliance with Copeland Act requirements. The contrac-
tor shall comply with the requirements of 29 CFR Part 3 which are
incorporated by reference in this contract.
6. Subcontracts. The contractor or subcontractor will insert in
any subcontracts the clauses contained in subparagraphs 1
through 11 of this paragraph A and such other clauses as HUD or
its designee may by appropriate instructions require, and a copy
of the applicable prevailing wage decision, and also a clause re-
quiring the subcontractors to include these clauses in any lower
tier subcontracts. The prime contractor shall be responsible for
the compliance by any subcontractor or lower tier subcontractor
with all the contract clauses in this paragraph.
7. Contract termination; debarment. A breach of the contract
clauses in 29 CFR 5.5 may be grounds for termination of the con-
tract and for debarment as a contractor and a subcontractor as
provided in 29 CFR 5.12.
8. Compliance with Davis-Bacon and Related Act Requirements.
All rulings and interpretations of the Davis-Bacon and Related
Acts contained in 29 CFR Parts I, 3, and 5 are herein incorpo-
rated by reference in this contract
9. Disputes concerning labor standards. Disputes arising out
of the labor standards provisions of this contract shall not be sub-
ject to the general disputes clause of this contract. Such disputes
shall be resolved in accordance with the procedures of the De-
partment of Labor set forth in 29 CFR Parts 5, 6, and 7. Disputes
within the meaning of this clause include disputes between the
contractor (or any of its subcontractors) and HUD or its designee,
the U.S. Department of Labor, or the employees or their repre-
sentatives-
10. (i) Certification of Eligibility. By entering into this contract
the contractor certifies that neither it (nor he or she) nor any per-
son or firm who has an interest in the contractor's firm is a person
or firm ineligible to be awarded Government contracts by virtue of
Section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1) or to be
awarded HUD contracts or participate in HUD programs pursuant
to 24 CFR Part 24.
(ii) No part of this contract shall be subcontracted to any person
or firm ineligible for award of a Government contract by virtue of
Section 3(a) of the Davis-Bacon Act or 29 CFR 5.12(a)(1) or to be
awarded HUD contracts or participate in HUD programs pursuant
to 24 CFR Part 24.
(iii) The penalty for making false statements is prescribed in the
U.S. Criminal Code, 18 U.S.C. 1001. Additionally, U.S. Criminal
Code, Section 1 01 0, Title 18, U.S.C., "Federal Housing Adminis-
tration transactions,' provides in part: "Whoever, for the purpose
of influencing in any way the action of such Administration
makes, utters or publishes any statement knowing the same to be
false shall be fined not more than $5,000 or imprisoned not
more than two years, or both."
11. Complaints, Proceedings, or Testimony by Employees.
No laborer or mechanic to whom the wage, salary, or other labor
standards provisions of this Contract are applicable shall be dis-
charged or in any other manner discriminated against by the Con-
tractor or any subcontractor because such employee has filed any
complaint or instituted or caused to be instituted any proceeding
or has testified or is about to testify in any proceeding under or
relating to the labor standards applicable under this Contract to his
employer.
B. Contract Work Hours and Safety Standards Act. The provi-
sions of this paragraph B are applicable only where the amount of
the prime contract exceeds $100,000. As used in this paragraph, the
terms "laborers" and "mechanics" include watchmen and guards.
(1) Overtime requirements. No contractor or subcontractor con-
tracting for any part of the contract work that may require or involve
the employment of laborers or mechanics shall require or permit any
such laborer or mechanic in any workweek in which he or she is
employed on such work to work in excess of 40 hours in such work-
week unless such laborer or mechanic receives compensation at a
rate not less than one and one-half times the basic rate of pay for all
hours worked in excess of 40 hours in such workweek.
(2) Violation; liability for unpaid wages; liquidated damages.
In the event of any violation of the clause set forth in subpara-
Previous edition is obsolete Page 3 of 4
form HUD-4010 (07/2003)
ref. Handbook 1344.1
SPC06-57 F-39
1
graph (1) of this paragraph, the contractor and any subcontractor
responsible therefor shall be liable for the unpaid wages. In addi-
tion, such contractor and subcontractor shall be liable to the United
States (in the case of work done under contract for the District of
Columbia or a territory, to such District or to such territory), for
liquidated damages. Such liquidated damages shall be computed
with respect to each individual laborer or mechanic, including
watchmen and guards, employed in violation of the clause set
forth in subparagraph (1) of this paragraph, in the sum of $10 for
each calendar day on which such individual was required or permit-
ted to work in excess of the standard workweek of 40 hours without
payment of the overtime wages required by the clause set forth in
sub paragraph (1) of this paragraph.
(3) Withholding for unpaid wages and liquidated damages.
HUD or its designee shall upon its own action or upon written
request of an authorized representative of the Department of La-
bor withhold or cause to be withheld, from any moneys payable
on account of work performed by the contractor or subcontractor
under any such contract or any other Federal contract with the
same prime contract, or any other Federally-assisted contract
subject to the Contract Work Hours and Safety Standards Act
which is held by the same prime contractor such sums as may be
determined to be necessary to satisfy any liabilities of such con-
tractor or subcontractor for unpaid wages and liquidated damages
as provided in the clause set forth in subparagraph (2) of this
paragraph.
(4) Subcontracts. The contractor or subcontractor shall insert
in any subcontracts the clauses set forth in subparagraph (1)
through (4) of this paragraph and also a clause requiring the sub-
contractors to include these clauses in any lower tier subcontracts.
The prime contractor shall be responsible for compliance by any
subcontractor or lower tier subcontractor with the clauses set
forth in subparagraphs (1) through (4) of this paragraph.
C. Health and Safety. The provisions of this paragraph C are ap-
plicable only where the amount of the prime contract exceeds
$100,000.
(1) No laborer or mechanic shall be required to work in surround-
ings or under working conditions which are unsanitary, hazard-
ous, or dangerous to his health and safety as determined under
construction safety and health standards promulgated by the Sec-
retary of Labor by regulation.
(2) The Contractor shall comply with all regulations issued by the
Secretary of Labor pursuant to Title 29 Part 1926 and failure to
comply may result in imposition of sanctions pursuant to the
Contract Work Hours and Safety Standards Act. 40 USC 3701 et sea.
(3) The Contractor shall include the provisions of this paragraph
in every subcontract so that such provisions will be binding on
each subcontractor. The Contractor shall take such action with
respect to any subcontract as the Secretary of Housing and
Urban Development or the Secretary of Labor shall direct as a
means of enforcing such provisions.
form HUD-4010 (07/2003)
' Previous edition is obsolete Page 4 of 4 ref. Handbook 1344.1
SPC06-57 F-40
CERTIFICATION OF UNDERSTANDING
AND AUTHORIZATION
PROJECT NAME:
PROJECT NUMBER:
This is to certify that the principals and the authorized payroll officer, below, have read and
understand the Minutes of the Preconstruction Conference and the labor standards clauses
pertaining to the subject project.
The following person(s) is designated as the payroll officer for the undersigned and is
authorized to sign the Statement of Compliance, which will accompany our weekly certified
payroll reports for this project:
Payroll Officer (Name)
Payroll Officer (Signature)
(Contractor/Subcontractor)
by
(Signature)
(Title)
(Date)
(Contractor/Subcontractor License No.)
F-41
PUBLIC WORKS PAYROLL REPORTING FORM
Page - of -
'ONTRACTOR OR SUBCONTRACTOR: CONTRACTOR'S LICENSE NO.: ADDRESS:
SPECIALTY LICENSE NO.:
SELF-INSURED CERTIFICATE NO.: PROJECT OR CONTRACT NO.:
FOR WEEK ENDING:
WORKERS' COMPENSATION POLICY NO. PROJECT AND LOCATION
(4) DAY
M T W TH
DATE
')RKED EACH DAY
(5) (6) (7)
HOURLY
TOTAL GROSS AMOUNT
HOURS ORFATE EARNED
PAY I
THIS- ALL FED.
PROJECT PROJECTS TAX
STATE I SDI I HOLVAC.1 HEALTH
IDAY I & WELF I PENSION
I IAN IIN I ADM N, I DUES TRAVS 851 I SAVINGS I OTHER' I DEDUC- I
ATE
HEALTH PROJECT I PR ECTS I TFED AX I j5~; I STAX I SDI I HOLIDAY I & WELF I PENSION FUND I TRAIN- I ADM N. I DUES I STRAV UBS! I SANANGS I OTHER- I DEDUC• I
THIS ALL FED. VAC / HEALTH
PROJECT I PR ECTS I TAX STAX I SDI I HOLIDAY I & WELF I PENSION FUND I TRAIN- I ADM N I DUES I SUBS! I SAVINGS I OTHER- I D[Gz- I
THIS ALL FED. SOC STATE VAC.! HEALTH
I TAX (SOC. TAX SDI HOLIDAY & WELF PENSION
PROJECT PROJECTS
I TRAINING- I AFDUN I DUES I STRAV UBS, I SAVINGS I OTHER' I MIN
MUST BE COMPLETED.
'OTHER Any other deductions, contributrons, and/or payments, whether or not included or required by prevailing wage
determinations, must be separately listed. Use extra sheet(s) it necessary.
F-42
(9)
!S) NET
DEDUCTIONS, CONTRIBUTIONS AND PAYMENTS WAGES CHECK
PAID FOR NO.
WEEK
' STATEMENT OF COMPLIANCE
' CONTRACTOR/SUBCONTRACTOR CONTRACT NUMBER
FIRST DAY AND DATE OF PAY PERIOD LAST DAY AND DATE OF PAY PERIOD
I do hereby certify under penalty of perjury:
' (1) That I pay or supervise payment to employees of the above-referenced contractor on the above-referenced contract; that all persons
employed on said project for the above-referenced time period have been paid their full weekly wages earned; that no rebates have
been or will be made either directly or indirectly to or on behalf of said contractor from the full weekly wages earned by any person;
and that no deductions have been made either directly or indirectly from the full weekly wages earned by any person other than
' permissible deductions.
(2) That any payrolls otherwise under this contract required to be submitted for the above period are correct and complete; and that the
wage rates for laborers or mechanics contained therein are not less than the applicable wage rates:
(a) ❑ Specified in the applicable wage determination incorporated into the contract.
t (b) ❑ Determined by the Director of Industrial Relations for the county or counties in which the work is performed.
(3) That any apprentices employed in the above period are duly registered in a bona fide apprenticeship program registered with a State
apprenticeship agency.
(4) That fringe benefits as listed in the contract:
(a) ❑ Have been or will be paid to the approved plan(s), fund(s), or program(s) for the benefit of listed employee(s), except as
' noted below.
(b) ❑ Have been paid directly to the listed employee(s), except as noted below.
(c) ❑ See exceptions noted below.
' EXCEPTION CRAFT EXPLANATION
1
1
I I
On federally funded projects, permissible deductions are defined in regulations, Fart 3 (za ur-K suotuul
under the Copeland Act, as amended (48 Stat. 948, 63 Stat. 108, 72 Stat. 967; 76 Stat. 357; 40 U.S.C.
The willful falsification of any of the above statements may subject the contractor or subcontractor to civil or criminal prosecution (see
Section 1001 of Title 18 and Section 231 of Title 31 of the United States Code).
SPC06-57
F-43
' INSTRUCTIONS FOR PREPARATION OF
STATEMENT OF COMPLIANCE
This statement of compliance meets the needs of the state and federal payroll requirements to pay fringe
benefits in addition to payment of minimum rates. The contractor's obligation to pay fringe benefits may be met
' by payment of the fringes to the various preapproved plans, funds, or programs or by making these payments to
the employees as part of their weekly wage payments.
The contractor must show on the face of his or her payroll all monies paid to the employees whether as
' basic rates or as total hourly wage amounts in lieu of fringes. The contractor shall report in the statement of
compliance that he or she is paying to others fringes required by the contract and not paid directly to the
employees in lieu of fringes.
' Detailed instructions follow:
Contractors required to pay Federal Wage Rates:
' Such a contractor shall check paragraph 2(a) of the statement to indicate that the wage rates for laborers or
mechanics contained in the payroll are not less than the applicable wage rates specified in the applicable wage
determination incorporated into the contract.
' Contractors required to pay the State Prevailing Wage Rates as determined by the Director of Industrial
Relations:
Such a contractor shall check paragraph 2(b) of the statement to indicate that the wage rates for laborers or
' mechanics contained in the payroll are not less than the applicable wage rates determined by the Director of
Industrial Relations for the county or counties in which the work is performed.
Contractors who pay all required fringe benefits:
' A contractor who pays fringe benefits to approved plans, funds, or programs in amounts not less than were
determined in the applicable wage decisions shall continue to show on the face of his or her payroll the basic
hourly rate and overtime rate paid to his or her employees, just as he or she has always done. Such a
' contractor shall check paragraph 4(a) of the statement to indicate that he or she is also paying approved plans,
funds, or programs within the time required fro the receipt of those sums, not less than the amount
predetermined as fringe benefits for each craft. Any exception shall be noted in Section 4(c).
Contractors who pay no fringe benefits:
A contractor who does not pay fringe benefits to an approved plan shall pay a like amount to the employee.
This payment can be reported by inserting in the straight time hourly rate column of his or her payroll an amount
not less than the predetermined rate for each classification plus the amount of fringe benefits determined for
each classification in the applicable wage decision. Inasmuch as it is not necessary to pay time and one-half on
wages paid in lieu of fringes, the overtime rate shall be not less than one and one-half the basic predetermined
rate, plus the required cash in lieu of fringes at the straight-time rate. To simplify computation of overtime, it is
suggested that the straight-time basic rate and payment in lieu of fringes be separately stated in the hourly rate
column, thus $14.56/5.11. In addition, the contractor shall check paragraph 4(b) of the statement to indicate
that he or she is paying fringe benefits directly to his or her employees. Any exceptions shall be noted in
Section 4(c).
Use of Section 4(c) Exceptions
Any contractor who is making payment to approved plans, funds, or programs in amounts less than the wage
determination requires is obligated to pay the deficiency directly to the employees as wages in lieu of fringes.
Any exceptions to Section 4(a) or 4(b), whichever the contractor may check, shall be entered in Section 4(c).
Enter in the Exception column the craft, and enter in the Explanation column the hourly amount paid the
employees as wages in lieu of fringes, and the hourly amount paid to plans, funds, or programs as fringes.
SPC06-57 F-44
CERTIFICATION FOR APPLICABLE FRINGE BENEFIT PAYMENTS
PROJECT NAME:
PROJECT NUMBER:
Name, Address, and Telephone Number
Classification / Fringe Benefits Provided of Plan/Fund Program
1)
2)
3)
Health and Welfare
$
Pension
$
Vacation
$
Apprenticeship/Training
$
Health and Welfare
$
Pension
$
Vacation
$
Apprentices hi /Trainin
$
Health and Welfare
$
Pension
$
Vacation
$
Apprenticeship/Training
$
OR: (Check if applicable)
❑ I certify that I do not make payments to approved fringe benefit plans, funds, or programs.
(Contractor/Subcontractor)
(Date)
by
(Signature)
(Title)
SPC06-57 F45
WORKERS' COMPENSATION CERTIFICATION
I certify, by my signature below, that I am aware of the provisions of Section 3700 of the
California Labor Code, which require every employer to be insured against liability for workers'
compensation or to undertake self-insurance in accordance with the provisions of that Code,
and that I will comply with such provisions before commencing the performance of work on this
contract.
Date:
Project Name:
Company Name:
Address:
Print Name:
Title:
Signature:
Project Number:
SPC06-57 F-46
REPORT OF ADDITIONAL CLASSIFICATION AND RATE
Date
Conforms to HUD Form 4230A (4173) - See Instructions on Reverse
(Send to appropriate Regional Office, U.S. Department of Labor)
(Name and Location of HUD Office)
TO:
FROM:
Name of Project
Project Number
Location of Project
City
County
Stale
Description of Work
In order to complete the Project, it is necessary to establish wage rates for the following classifications not
included in the U.S. Department of Labor Wage Decision No. Modification No. , dated
Classifications
Basic Hourly Rate
Fringe Benefit Payments
i
Name, Address, and Zip Code of Labor Organization
Name. Address, and Zip Code of Contractor
Title of Labor Organization's Representative
Title of Contractor's Representative
❑ Supporting documents attached.
❑ The interested parties, including the employees or their authorized
representatives, agree on the classification and wage rate.
❑ The interested parties, including the employees or their authorized
representatives, cannot agree on the proper classification and wage rate. A
determination of the question by the Secretary of Labor is therefore requested.
Available information and recommendations are attached.
❑ APPROVED
(Signature of HUD Area / Issuing Office Representative) (Signature of HUD Regional Labor RelaWns Officer)
(Date) (Date)
SPC06-57 F-47
I INSTRUCTIONS -SUPPLEMENTAL CLASSIFICATIONS
' The Regulations of the Secretary of Labor, 29 CFR, Part 5, Section 5.5(a)(1)(ii), provide that the
contracting officer shall require that any class of laborers or mechanics that is not listed in the wage
determination and which is to be employed under the contract shall be classified or reclassified
' conformably to the wage determination. A report of the action taken shall be sent by the Federal
Agency to the Department of Labor. This is mandatory.
Important points to be considered:
1. The wage determination should be reviewed to see if there is a classification that can be used
' to cover the work to be performed.
2. If there is no appropriate classification in the schedule, determine whether the classification
' requested is generally used in the construction industry or the rate requested is prevailing
locally.
' 3. The wage rates and fringe benefits should be not less than those prevailing on the date of the
applicable wage determination decision.
The rates of pay will be established as follows:
Signed statements with respect to prevailing rates listing the classification of laborer to be
employed and the prevailing wage rate for each will be obtained from the Secretaries of the
Associated General Contractors (AGC) and the Building Trades Council (BTC) having
jurisdiction, where possible.
2. If statements from the Secretaries of the AGC and the BTC are not applicable, or impossible
to obtain, the following procedure will be used:
Secure letters from at least three contractors who normally work in the
area of the project indicating what they pay employees in the needed
classification. These statements and any other material will form the
basis of the minimum prevailing rates to be established.
The interested parties, including the employees or their authorized representatives, must agree on the
classification and wage rate.
In the event the interested parties, including the employees who are not represented by organized
labor, cannot reach an agreement as to the proper classification or reclassification, the matter shall be
referred to the Department of Labor.
This form is self-explanatory. All pertinent information must be reported and supporting data
attached. Each supplemental classification action must be approved by the HUD Regional Labor
Relations Officer and sent to the appropriate Regional Office of the Employment Standards
Administration, U.S. Department of Labor.
F-48
General Decision Number: CA030033 11/03/2006 CA33
Superseded General Decision Number: CA020033
State: California
Construction Types: Building, Heavy (Heavy and Dredging) and
Highway
County: Los Angeles County in California.
BUILDING CONSTRUCTION PROJECTS; DREDGING PROJECTS (does not
include hopper dredge work); HEAVY CONSTRUCTION PROJECTS (does
not include water well drilling); HIGHWAY CONSTRUCTION PROJECTS
Modification Number
0
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
Publication Date
06/13/2003
01/30/2004
02/13/2004
03/05/2004
03/12/2004
03/26/2004
05/07/2004
07/16/2004
08/27/2004
10/08/2004
10/15/2004
12/17/2004
01/14/2005
01/28/2005
02/11/2005
04/08/2005
04/22/2005
06/17/2005
07/22/2005
08/05/2005
08/19/2005
09/09/2005
11/18/2005
12/02/2005
12/23/2005
02/03/2006
02/10/2006
03/17/2006
04/14/2006
06/09/2006
07/07/2006
07/14/2006
08/04/2006
08/25/2006
09/08/2006
09/15/2006
09/22/2006
09/29/2006
11/03/2006
ASBE0005-002 08/07/2006
SPC06-57
F-49
Rates Fringes
Asbestos Workers/Insulator
(Includes the application of
all insulating materials,
protective coverings,
coatings, and finishes to all
types of mechanical systems) 36.16 10.24
ASBE0005-004 08/07/2006
Rates Fringes
Asbestos Removal
worker/hazardous material
handler (Includes
preparation, wetting,
stripping, removal,
scrapping, vacuuming, bagging
and disposing of all
insulation materials from
mechanical systems, whether
they contain asbestos or not)..$ 19.55 6.38
BOIL0092-003 01/01/2006
Rates Fringes
Boilermaker $ 33.19 18.11
BRCA0004-007 05/01/2006
Rates Fringes
Bricklayer; Marble Setter $ 32.70 9.70
BRCA0018-004 06/01/2006
Rates Fringes
Marble Finisher $ 22.52 7.65
Tile Finisher $ 18.57 7.25
Tile Layer $ 29.30 11.36
BRCA0018-010 09/01/2006
Rates Fringes
Terrazzo Finisher $ 24.54 8.62
Terrazzo Worker $ 31.63 9.41
CARP0409-001 07/01/2006
Rates Fringes
Carpenters:
(1) Carpenter, Cabinet
Installer, Insulation
Installer, Hardwood Floor
Worker and acoustical
SPC06-57 F-50
installer
$
33.61
8.
57
(2) Millwright
$
34.11
8.
57
(3) Piledriver/Derrick
Bargeman, Bridge or Dock
Carpenter, Heavy Framer,
Rock Bargeman or Scowman,
Rockslinger, Shingler
(Commercial)
$
33.74
8.
57
(4) Pneumatic Nailer,
Power Stapler
$
33.86
8.
57
(5) Sawfiler
$
33.69
8.
57
(6) Scaffold Builder
$
26.31
8.
57
(7) Table Power Saw
Operator
$
33.71
8.
57
FOOTNOTE: Work of forming in the construction of open cut
sewers or storm drains, on operations in which horizontal
lagging is used in conjunction with steel H-Beams driven or
placed in pre- drilled holes, for that portion of a lagged
trench against which concrete is poured, namely, as a
substitute for back forms (which work is performed by
piledrivers): $0.13 per hour additional. Certified Welder
- $1.00 per hour premium.
CARP0409-002 07/01/2005
Rates
Fringes
Diver
(1)
Wet
$ 557.44
8.47
(2)
Standby
$ 278.72
8.47
(3)
Tender
$ 270.72
8.47
Amounts in "Rates' column are per day
CARP0409-005 07/01/2006
Rates Fringes
Drywall
DRYWALL INSTALLER/LATHER $ 33.61 8.57
STOCKER/SCRAPPER $ 10.00 6.06
CARP0409-008 07/01/2003
Rates
Modular Furniture Installer
(1) Mobile Filing System
Installer $ 13.76
(2) Modular Furniture
Installer $ 14.36
(3) Full Wall Technician $ 20.47
ELE00011-004 07/31/2006
Rates
Electrician (INSIDE
ELECTRICAL WORK)
Fringes
5.80
5.80
5.80
Fringes
F-51
Journeyman Electrician $ 33.50 3%+14.85
Electrician (INTELLIGENT
TRANSPORTATION SYSTEMS Street
Lighting, Traffic Signals,
CCTV,and Underground Systems)
Journeyman Transportation
Electrician $ 33.15 3%+15.20
FOOT NOTE:
CABLE SPLICER & INSTRUMENT PERSON: Recieve 5% additional per
hour above Journeyman Electrician basic hourly rate.
TUNNEL WORK: 10% additional per hour.
SCOPE OF WORK - TRANSPORTATION SYSTEMS
ELECTRICIAN:
Installation of street lights and traffic signals,including
electrical circuitry, programmable controllers,
pedestal-mounted electrical meter enclosures and laying of
pre-assembled multi-conductor cable in ducts, layout of
electrical systems and communication installation,
including proper position of trench depths and radius at
duct banks, location for man
holes, pull boxes, street lights and traffic signals.
Installation of underground ducts for electrical,telephone,
cable television and communication systems.
Pulling,termination and
splicing of traffic signal and street lighting conductors and
electrical systems including interconnect,detector loop,
fiber optic cable and video/cable.
TECHNICIAN:
Distribution of material at job site, manual excavation and
backfill, installation of system conduits and raceways for
electrical, telephone, cable television and communication
systems. Pulling, terminating and splicing of traffic signal
and street lighting conductors and electrical systems
including interconnect, detector loop, fiber optic cable
and video/data.
* ELEC0011-005 12/05/2005
COMMUNICATIONS & SYSTEMS WORK (excludes any work on Intelligent
Transportation Systems or CCTV highway systems):
Rates Fringes
Communications System
Installer $ 23.78 3%+7.35
Technician $ 25.58 3%+7.35
SCOPE OF WORK The work covered shall include the
installation, testing, service and maintenance, of the
following systems that utilize the transmission and/or
transference of voice, sound, vision and digital for
commercial, education, security and entertainment purposes
for TV monitoring and surveillance, background foreground
music, intercom and telephone interconnect, inventory
control systems, microwave transmission, multi-media,
SPC06-57 F-52
1
multiplex, nurse call system, radio page, school intercom
and sound, burglar alarms and low voltage master clock
systems.
A. Communication systems that transmit or receive information
and/or control systems that are intrinsic to the above
listed systems SCADA (Supervisory control/data acquisition
PCM (Pulse code modulation) Inventory control systems
Digital data systems Broadband & baseband and carriers
Point of sale systems VSAT data systems Data communication
systems RF and remote control systems Fiber optic data
systems
B. Sound and Voice Transmission/Transference Systems
Background-Foreground Music Intercom and Telephone
Interconnect Systems Sound and Musical Entertainment
Systems Nurse Call Systems Radio Page Systems School
Intercom and Sound Systems Burglar Alarm Systems
Low-Voltage Master Clock Systems Multi-Media/Multiplex
Systems Telephone Systems RF Systems and Antennas and Wave
Guide
C. *Fire Alarm Systems-installation, wire pulling and
testing.
D. Television and Video Systems Television Monitoring and
Surveillance Systems Video Security Systems Video
Entertainment Systems Video Educational Systems CATV and
CCTV
E. Security Systems
Perimeter Security Systems
Vibration Sensor Systems
Sonar/Infrared Monitoring Equipment
Access Control Systems
Card Access Systems
*Fire Alarm Systems
1. Fire Alarms-In Raceways
a. Wire and cable pulling, in raceways, performed
at the current electrician wage rate and fringe benefits.
b. Installation and termination of devices, panels,
startup, testing and programmming performed by the
technician.
2. Fire Alarms-Open Wire Systems
a. Open wire systems installed by the tchnician.
* ELEC1245-001 06/01/2006
Rates
Fringes
11.70
Line Construction
(1) Lineman; Cable splicer..$ 38.88
(2) Equipment specialist
(operates crawler
tractors, commercial motor
vehicles, backhoes,
trenchers, cranes (50 tons
and below), and overhead
and underground
SPC06-57
F-53
L
distribution line
equipment)
$
32.12
10.71
(3) Groundman
$
24.56
10.49
Powderman
(4)
$
35.90-----
-------10.83-------
-
ELEV0018-001 01/01/2005
Rates
Fringes
Elevator Mechanic
$
38.215
12.015
FOOTNOTE:
Vacation Pay: 8% with 5 or more years of service, 6k for 6
months to 5 years service. Paid Holidays: New Years Day,
Memorial Day, Independence Day, Labor Day, Thanksgiving Day
and Friday after, and Christmas Day.
ENGI0012-003 07/01/2006
Rates
Power Equipment Operators
(Cranes, Piledriving &
Hoisting)
GROUP 1
$
33.00
GROUP 2
$
33.78
GROUP 3
$
34.07
GROUP 4
$
34.21
GROUP 5
$
34.43
GROUP 6
$
34.54
GROUP 7
$
34.66
GROUP 8
$
34.83
GROUP 9
$
35.00
GROUP 10
$
36.00
GROUP 11
$
37.00
GROUP 12
$
38.00
GROUP 13
$
39.00
Power Equipment Operators
(Tunnel Work)
GROUP 1
$
33.50
GROUP 2
$
34.28
GROUP 3
$
34.57
GROUP 4
$
34.71
GROUP 5
$
34.93
GROUP 6
$
35.04
GROUP 7
$
35.16
Power Equipment Operators
GROUP 1
$
31.65
GROUP 2
$
32.43
GROUP 3
$
32.72
GROUP 4
$
34.21
GROUP 5
$
35.31
GROUP 6
$
34.43
GROUP 7
$
35.53
GROUP 8
$
34.54
GROUP 9
$
35.64
GROUP 10
$
34.66
GROUP 11
$
35.76
GROUP 12
$
34.83
GROUP 13
$
34.93
SPC06-57
F-54
Fringes
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
15.30
GROUP
14
$
34.96
15.30
GROUP
15
$
35.04
15.30
GROUP
16
$
35.16
15.30
GROUP
17
$
35.33
15.30
GROUP
18
$
35.43
15.30
GROUP
19
$
35.54
15.30
GROUP
20
$
35.66
15.30
GROUP
21
$
35.83
15.30
GROUP
22
$
35.93
15.30
GROUP
23
$
36.04
15.30
GROUP
24
$
36.16
15.30
GROUP
25
$
36.33
15.30
FOOTNOTES:
PREMIUM PAY of $3.75 per hour shall be paid on all power
equipment operator work at Camp Pendleton, Point Arguello,
and Vandenburg AFB.
Workers required to suit up and work in a hazardous material
environment: $2.00 per hour additional. Combination mixer
and compressor operator on gunite work shall be classified
as a concrete mobile mixer operator.
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1: Bargeman; Brakeman; Compressor operator; Ditch
witch, with seat or similar type equipment; Elevator
operator-inside; Engineer Oiler; Forklift operator
(includes loed, lull or similar types under 5 tons;
Generator operator; Generator, pump or compressor plant
operator; Pump operator; Signalman; Switchman
GROUP 2: Asphalt-rubber plant operator (nurse tank operator);
Concrete mixer operator-skip type; Conveyor operator;
Fireman; Forklift operator (includes loed, lull or similar
types over 5 tons; Hydrostatic pump operator; oiler crusher
(asphalt or concrete plant); Petromat laydown machine; PJU
side dum jack; Screening and conveyor machine oeprator (or
similar types); Skiploader (wheel type up to 3/4 yd.
without attachment); Tar pot fireman; Temporary heating
plant operator; Trenching machine oiler
GROUP 3: Asphalt-rubber blend operator; Bobcat or similar
type (side steer); Equipment greaser (rack); Ford Ferguson
(with dragtype attachments); Helicopter radioman (ground);
Stationary pipe wrapping and cleaning machine operator
GROUP 4: Asphalt plant fireman; Backhoe operator (mini-max or
similar type); Boring machine operator; Boxman or mixerman
(asphalt or concrete); Chip spreading machine operator;
Concrete cleaning decontamination machine operator;
Concrete Pump Operator (small portable); Drilling machine
operator, small auger types (Texoma super economatic or
similar types - Hughes 100 or 200 or similar types -
drilling depth of 30' maximum); Equipment greaser (grease
truck); Guard rail post driver operator; Highline cableway
signalman; Horizontal Directional Drilling Machine;
Hydra-hammer-aero stomper; Micro Tunneling (above ground
tunnel); Power concrete curing machine operator; Power
concrete saw operator; Power-driven jumbo form setter
operator; Power sweeper operator; Rock Wheel Saw/Trencher;
SPC06-57 F-55
1
i
Roller operator (compacting); Screed operator (asphalt or
concrete) ; Trenching machine operator (up to 6 ft.) ; Vacuum
or much truck
GROUP 5: Equipment Greaser (Grease Truck/Multi Shift).
GROUP 6: Articulating material hauler; Asphalt plant
engineer; Batch plant operator; Bit sharpener; Concrete
joint machine operator (canal and similar type); Concrete
planer operator; Dandy digger; Deck engine operator;
Derrickman (oilfield type); Drilling machine operator,
bucket or auger types (Calweld 100 bucket or similar types
- Watson 1000 auger or similar types - Texoma 330, 500 or
600 auger or similar types - drilling depth of 45'
maximum); Drilling machine operator; Hydrographic seeder
machine operator (straw, pulp or seed), Jackson track
maintainer, or similar type; Kalamazoo Switch tamper, or
similar type; Machine tool operator; Maginnis internal full
slab vibrator, Mechanical berm, curb or gutter(concrete or
asphalt); Mechanical finisher operator (concrete,
Clary-Johnson-Bidwell or similar); Micro tunnel system
(below ground); Pavement breaker operator (truck mounted);
Road oil mixing machine operator; Roller operator (asphalt
or finish), rubber-tired earth moving equipment (single
engine, up to and including 25 yds. struck); Self-propelled
tar pipelining machine operator; Skiploader operator
(crawler and wheel type, over 3/4 yd. and up to and
including 1-1/2 yds.); Slip form pump operator (power
driven hydraulic lifting device for concrete forms);
Tractor operator-bulldozer, tamper-scraper (single engine,
up to 100 h.p. flywheel and similar types, up to and
including D-5 and similar types); Tugger hoist operator (1
drum); Ultra high pressure waterjet cutting tool system
operator; Vacuum blasting machine operator
GROUP 7: Welder - General
GROUP 8: Asphalt or concrete spreading operator (tamping or
finishing); Asphalt paving machine operator (Barber Greene
or similar type); Asphalt-rubber distribution operator;
Backhoe operator (up to and including 3/4 yd.), small ford,
Case or similar; Cast-in-place pipe laying machine
operator; Combination mixer and compressor operator (gunite
work); Compactor operator (self-propelled); Concrete mixer
operator (paving); Crushing plant operator; Drill Doctor;
Drilling machine operator, Bucket or auger types (Calweld
150 bucket or similar types - Watson 1500, 2000 2500 auger
or similar types - Texoma 700, 800 auger or similar types -
drilling depth of 60, maximum); Elevating grader operator;
Grade checker; Gradall operator; Grouting machine operator;
Heavy-duty repairman; Heavy equipment robotics operator;
Kalamazoo balliste regulator or similar type; Kolman belt
loader and similar type; Le Tourneau blob compactor or
similar type; Loader operator (Athey, Euclid, Sierra and
similar types); Mobark Chipper or similar; Ozzie padder or
similar types; P.C. slot saw; Pneumatic concrete placing
machine operator (Hackley-Presswell or similar type);
Pumpcrete gun operator; Rock Drill or similar types; Rotary
drill operator (excluding caisson type); Rubber-tired
earth-moving equipment operator (single engine,
SPC06-57
F-56
I
caterpillar, Euclid, Athey Wagon and similar types with any
and all attachments over 25 yds. up to and including 50 cu.
yds. struck) ; Rubber-tired earth-moving equipment operator
(multiple engine up to and including 25 yds. struck) ;
Rubber-tired scraper operator (self-loading paddle wheel
type-John Deere, 1040 and similar single unit); Self-
propelled curb and gutter machine operator; Shuttle buggy;
Skiploader operator (crawler and wheel type over 1-1/2 yds.
up to and including 6-1/2 yds.); Soil remediation plant
operator; Surface heaters and planer operator; Tractor
compressor drill combination operator; Tractor operator
(any type larger than D-5 - 100 flywheel h.p. and over, or
similar-bulldozer, tamper, scraper and push tractor single
engine); Tractor operator (boom attachments), Traveling
pipe wrapping, cleaning and bendng machine operator;
Trenching machine operator (over 6 ft. depth capacity,
manufacturer's rating); trenching Machine with Road Miner
attachment (over 6 ft depth capacity): Ultra high pressure
waterjet cutting tool system mechanic; Water pull
(compaction) operator
GROUP 9: Heavy Duty Repairman
GROUP 10: Drilling machine operator, Bucket or auger types
(Calweld 200 B bucket or similar types-Watson 3000 or 5000
auger or similar types-Texoma 900 auger or similar
types-drilling depth of 105' maximum); Dual drum mixer,
dynamic compactor LDC350 (or similar types); Monorail
locomotive operator (diesel, gas or electric); Motor
patrol-blade operator (single engine); Multiple engine
tractor operator (Euclid and similar type-except Quad 9
cat.); Rubber-tired earth-moving equipment operator (single
engine, over 50 yds. struck); Pneumatic pipe ramming tool
and similar types; Prestressed wrapping machine operator;
Rubber-tired earth-moving equipment operator (single
engine, over 50 yds. struck); Rubber tired earth moving
equipment operator (multiple engine, Euclid, caterpillar
and similar over 25 yds. and up to 50 yds. struck), Tower
crane repairman; Tractor loader operator (crawler and wheel
type over 6-1/2 yds.); Woods mixer operator (and similar
Pugmill equipment)
GROUP 11: Heavy Duty Repairman - Welder Combination, Welder -
Certified.
GROUP 12: Auto grader operator; Automatic slip form operator;
Drilling machine operator, bucket or auger types (Calweld,
auger 200 CA or similar types - Watson, auger 6000 or
similar types - Hughes Super Duty, auger 200 or similar
types - drilling depth of 175' maximum); Hoe ram or similar
with compressor; Mass excavator operator less tha 750 cu.
yards; Mechanical finishing machine operator; Mobile form
traveler operator; Motor patrol operator (multi-engine);
Pipe mobile machine operator; Rubber-tired earth- moving
equipment operator (multiple engine, Euclid, Caterpillar
and similar type, over 50 cu. yds. struck); Rubber-tired
self- loading scraper operator (paddle-wheel-auger type
self-loading - two (2) or more units)
GROUP 13: Rubber-tired earth-moving equipment operator
SPC06-57
F-57
I
operating equipment with push-pull system (single engine,
up to and including 25 yds. struck)
GROUP 14: Canal liner operator; Canal trimmer operator;
Remote- control earth-moving equipment operator (operating
a second piece of equipment: $1.00 per hour additional);
Wheel excavator operator (over 750 cu. yds.)
GROUP 15: Rubber-tired earth-moving equipment operator,
operating equipment with push-pull system (single engine,
Caterpillar, Euclid, Athey Wagon and similar types with any
and all attachments over 25 yds. and up to and including 50
yds. struck); Rubber-tired earth-moving equipment operator,
operating equipment with push-pull system (multiple
engine-up to and including 25 yds. struck)
GROUP 16: Rubber-tired earth-moving equipment operator,
operating equipment with push-pull system (single engine,
over 50 yds. struck); Rubber-tired earth-moving equipment
operator, operating equipment with push-pull system
(multiple engine, Euclid, Caterpillar and similar, over 25
yds. and up to SO yds. struck)
GROUP 17: Rubber-tired earth-moving equipment operator,
operating equipment with push-pull system (multiple engine,
Euclid, Caterpillar and similar, over 50 cu. yds. struck);
Tandem tractor operator (operating crawler type tractors in
tandem - Quad 9 and similar type)
GROUP 18: Rubber-tired earth-moving equipment operator,
operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
single engine, up to and including 25 yds. struck)
GROUP 19: Rotex concrete belt operator (or similar types);
Rubber-tired earth-moving equipment operator, operating in
tandem (scrapers, belly dumps and similar types in any
combination, excluding compaction units - single engine,
Caterpillar, Euclid, Athey Wagon and similar types with any
and all attachments over 25 yds.and up to and including 50
cu. yds. struck); Rubber-tired earth-moving equipment
operator, operating in tandem (scrapers, belly dumps and
similar types in any combination, excluding compaction
units - multiple engine, up to and including 25 yds. struck)
GROUP 20: Rubber-tired earth-moving equipment operator,
operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
single engine, over 50 yds. struck); Rubber-tired
earth-moving equipment operator, operating in tandem
(scrapers, belly dumps, and similar types in any
combination, excluding compaction units - multiple engine,
Euclid, Caterpillar and similar, over 25 yds. and up to 50
yds. struck)
GROUP 21: Rubber-tired earth-moving equipment operator,
operating in tandem (scrapers, belly dumps and similar
types in any combination, excluding compaction units -
multiple engine, Euclid, Caterpillar and similar type, over
50 cu. yds. struck)
SPC06-57
F-58
GROUP 22: Rubber-tired earth-moving equipment operator,
operating equipment with the tandem push-pull system
(single engine, up to and including 25 yds. struck)
GROUP 23: Rubber-tired earth-moving equipment operator,
operating equipment with the tandem push-pull system
(single engine, Caterpillar, Euclid, Athey Wagon and
similar types with any and all attachments over 25 yds. and
up to and including 50 yds. struck); Rubber-tired
earth-moving equipment operator, operating with the tandem
push-pull system (multiple engine, up to and including 25
yds. struck)
GROUP 24: Rubber-tired earth-moving equipment operator,
operating equipment with the tandem push-pull system
(single engine, over 50 yds. struck); Rubber-tired
earth-moving equipment operator, operating equipment with
the tandem push-pull system (multiple engine, Euclid,
Caterpillar and similar, over 25 yds. and up to 50 yds.
struck)
GROUP 25: Concrete pump operator-truck mounted; Rubber-tired
earth-moving equipment operator, operating equipment with
the tandem push-pull system (multiple engine, Euclid,
Caterpillar and similar type, over 50 cu. yds. struck)
CRANES, PILEDRIVING AND HOISTING EQUIPMENT CLASSIFICATIONS
GROUP 1: Engineer oiler; Fork lift operator (includes loed,
lull or similar types)
GROUP 2: Truck crane oiler
GROUP 3: A-frame or winch truck operator; Ross carrier
operator (]obsite)
GROUP 4: Bridge-type unloader and turntable operator;
Helicopter hoist operator
GROUP 5: Hydraulic boom truck; Stinger crane (Austin-Western
or similar type); Tugger hoist operator (1 drum)
GROUP 6: Bridge crane operator; Cretor crane operator; Hoist
operator (Chicago boom and similar type); Lift mobile
operator; Lift slab machine operator (Vagtborg and similar
types); Material hoist and/or manlift operator; Polar
gantry crane operator; Self Climbing scaffold (or similar
type); Shovel, backhoe, dragline, clamshell operator (over
3/4 yd. and up to 5 cu. yds. mrc); Tugger hoist operator
GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline,
clamshell operator (over 5 cu. yds. mrc); Tower crane
repair; Tugger hoist operator (3 drum)
GROUP 8: Crane operator (up to and including 25 ton
capacity); Crawler transporter operator; Derrick barge
operator (up to and including 25 ton capacity); Hoist
operator, stiff legs, Guy derrick or similar type (up to
and including 25 ton capacity); Shovel, backhoe, dragline,
SPC06-57 F-59
I 1 clamshell operator (over 7 cu. yds., M.R.C.)
GROUP 9: Crane operator (over 25 tons and up to and including
50 tons mrc); Derrick barge operator (over 25 tons up to
and including 50 tons mrc); Highline cableway operator;
Hoist operator, stiff legs, Guy derrick or similar type
' (over 25 tons up to and including 50 tons mrc); K-crane
operator; Polar crane operator; Self erecting tower crane
operator maximum lifting capacity ten tons
' GROUP 10: Crane operator (over 50 tons and up to and
including 100 tons mrc); Derrick barge operator (over 50
tons up to and including 100 tons mrc); Hoist operator,
' stiff legs, Guy derrick or similar type (over 50 tons up to
and including 100 tons mrc), Mobile tower crane operator
(over 50 tons, up to and including 100 tons M.R.C.); Tower
crane operator and tower gantry
GROUP 11: Crane operator (over 100 tons and up to and
including 200 tons mrc); Derrick barge operator (over 100
tons up to and including 200 tons mrc); Hoist operator,
stiff legs, Guy derrick or similar type (over 100 tons up
to and including 200 tons mrc); Mobile tower crane operator
(over 100 tons up to and including 200 tons mrc)
GROUP 12: Crane operator (over 200 tons up to and including
300 tons mrc); Derrick barge operator (over 200 tons up to
and including 300 tons mrc); Hoist operator, stiff legs,
Guy derrick or similar type (over 200 tons, up to and
including 300 tons mrc); Mobile tower crane operator (over
200 tons, up to and including 300 tons mrc)
GROUP 13: Crane operator (over 300 tons); Derrick barge
operator (over 300 tons); Helicopter pilot; Hoist operator,
stiff legs, Guy derrick or similar type (over 300 tons);
Mobile tower crane operator (over 300 tons)
TUNNEL CLASSIFICATIONS
GROUP 1: Skiploader (wheel type up to 3/4 yd. without
attachment)
GROUP 2: Power-driven jumbo form setter operator
GROUP 3: Dinkey locomotive or motorperson (up to and
including 10 tons)
GROUP 4: Bit sharpener; Equipment greaser (grease truck);
Slip form pump operator (power-driven hydraulic lifting
device for concrete forms); Tugger hoist operator (1 drum);
Tunnel locomotive operator (over 10 and up to and including
30 tons)
GROUP 5: Backhoe operator (up to and including 3/4 yd.);
Small Ford, Case or similar; Drill doctor; Grouting machine
operator; Heading shield operator; Heavy-duty repairperson;
Loader operator (Athey, Euclid, Sierra and similar types);
Mucking machine operator (1/4 yd., rubber-tired, rail or
track type); Pneumatic concrete placing machine operator
(Hackley-Presswell or similar type); Pneumatic heading
SPC06-57 F-60
shield (tunnel) ; Pumpcrete gun operator; Tractor compressor
drill combination operator; Tugger hoist operator (2 drum);
Tunnel locomotive operator (over 30 tons)
GROUP 6: Heavy Duty Repairman
GROUP 7: Tunnel mole boring machine operator
ENGI0012-004 08/01/2006
Rates Fringes
Power equipment operators:
(DREDGING)
(1) Leverman
$
39.65
15.30
(2) Dredge dozer
$
35.18
15.30
(3) Deckmate
$
35.07
15.30
(4) Winch operator (stern
winch on dredge)
$
34.52
15.30
(5) Fireman-Oiler,
Deckhand, Bargeman,
Leveehand
$
33.98
15.30
(6) Barge Mate
-
-
$
34.59
15.30
-
IRON0002-004 07/01/2006
Rates Fringes
Ironworkers:
Fence Erector $ 32.165 16.585
Ornamental, Reinforcing
and Structural $ 33.055 16.585
PREMIUM PAY:
$3.00 additional per hour at the following locations:
China Lake Naval Test station, chocolate Mountains Naval
Reserve-Niland,
Edwards AFB, Fort Irwin Military Station, Fort Irwin Training
Center-Goldstone, San Clemente Island, San Nicholas Island,
Susanville Federal Prison, 29 Palms - Marine Corps, U.S. Marine
Base - Barstow, U.S. Naval Air Facility - Sealey, Vandenberg AFB
$2.00 additional per hour at the following locations:
Army Defense Language Institute - Monterey, Fallon Air Base,
Naval Post Graduate School - Monterey, Yermo Marine Corps
Logistics Center
$1.00 additional per hour at the following locations:
Port Hueneme, Port Mugu, U.S. Coast Guard Station - Two Rock
LAB00300-001 07/01/2005
Rates
Brick Tender $ 22.24
Fringes
12.48
SPC06-57 F-61
LAB00300-003 07/01/2006
Rates Fringes
Laborer:
Gunite
GROUP
1
$
24.44
16.36
'
GROUP
2
$
23.49
16.36
GROUP
3
$
19.95
16.36
Laborer:
Tunnel
GROUP
1
$
24.28
12.95
GROUP
2
$
24.60
12.95
GROUP
3
$
25.06
12.95
'
GROUP
Laborers:
4
$
25.75
12.95
GROUP
1
$
22.84
13.04
GROUP
2
$
23.39
13.04
GROUP
3
$
23.94
13.04
GROUP
4
$
25.49
13.04
GROUP
5
$
25.84
13.04
FOOTNOTE: GUNITE PREMIUM PAY: Workers working from a
Bosn'n's Chair or suspended from a rope or cable shall
receive 40 cents per hour above the foregoing applicable
classification rates. Workers doing gunite and/or
shotcrete work in a tunnel shall receive 35 cents per hour
above the foregoing applicable classification rates, paid
on a portal-to-portal basis. Any work performed on, in or
above any smoke stack, silo, storage elevator or similar
type of structure, when such structure is in excess of
751-0" above base level and which work must be performed in
whole or in part more than 751-0" above base level, that
work performed above the 751-0" level shall be compensated
for at 35 cents per hour above the applicable
classification wage rate.
LABORER CLASSIFICATIONS
GROUP 1: Cleaning and handling of panel forms; Concrete
screeding for rough strike-off; Concrete, water curing;
Demolition laborer, the cleaning of brick if performed by a
worker performing any other phase of demolition work, and
the cleaning of lumber; Fire watcher, limber, brush loader,
piler and debris handler; Flag person; Gas, oil and/or
water pipeline laborer; Laborer, asphalt-rubber material
loader; Laborer, general or construction; Laborer, general
clean-up; Laborer, landscaping; Laborer, jetting; Laborer,
temporary water and air lines; Material hose operator
(walls, slabs, floors and decks); Plugging, filling of shee
bolt holes; Dry packing of concrete; Railroad maintenance,
repair track person and road beds; Streetcar and railroad
construction track laborers; Rigging and signaling; Scaler;
Slip form raiser; Tar and mortar; Tool crib or tool house
laborer; Traffic control by any method; Window cleaner;
Wire mesh pulling - all concrete pouring operations
GROUP 2: Asphalt shoveler; Cement dumper (on 1 yd. or larger
mixer and handling bulk cement); Cesspool digger and
installer; Chucktender; Chute handler, pouring concrete,
the handling of the chute from readymix trucks, such as
SPC06-57
F-62
11
walls, slabs, decks, floors, foundation, footings, curbs,
gutters and sidewalks; Concrete curer, impervious membrane
and form oiler; Cutting torch operator (demolition) ; Fine
grader, highways and street paving, airport, runways and
similar type heavy construction; Gas, oil and/or water
pipeline wrapper - pot tender and form person; Guinea
chaser; Headerboard person - asphalt; Laborer, packing rod
steel and pans; Membrane vapor barrier installer; Power
broom sweeper (small); Riprap stonepaver, placing stone or
wet sacked concrete; Roto scraper and tiller; Sandblaster
(pot tender) ; Septic tank digger and installer(lead) ; Tank
scaler and cleaner; Tree climber, faller, chain saw
operator, Pittsburgh chipper and similar type brush
shredder; Underground laborer, including caisson bellower
GROUP 3: Buggymobile person; Concrete cutting torch; Concrete
pile cutter; Driller, jackhammer, 2-1/2 ft. drill steel or
longer; Dri-pak-it machine; Gas, oil and/or water pipeline
wrapper, 6-in. pipe and over, by any method, inside and
out; High scaler (including drilling of same); Hydro seeder
and similar type; Impact wrench multi-plate; Kettle person,
pot person and workers applying asphalt, lay-kold,
creosote, lime caustic and similar type materials
("applying" means applying, dipping, brushing or handling
of such materials for pipe wrapping and waterproofing);
Operator of pneumatic, gas, electric tools, vibrating
machine, pavement breaker, air blasting, come-alongs, and
similar mechanical tools not separately classified herein;
Pipelayer's backup person, coating, grouting, making of
joints, sealing, caulking, diapering and including rubber
gasket joints, pointing and any and all other services;
Rock slinger; Rotary scarifier or multiple head concrete
chipping scarifier; Steel headerboard and guideline setter;
Tamper, Barko, Wacker and similar type; Trenching machine,
hand-propelled
GROUP 4: Asphalt raker, lute person, ironer, asphalt dump
person, and asphalt spreader boxes (all types); Concrete
core cutter (walls, floors or ceilings), grinder or sander;
Concrete saw person, cutting walls or flat work, scoring
old or new concrete; Cribber, shorer, lagging, sheeting and
trench bracing, hand-guided lagging hammer; Head rock
slinger; Laborer, asphalt- rubber distributor boot person;
Laser beam in connection with laborers' work; Oversize
concrete vibrator operator, 70 lbs. and over; Pipelayer
performing all services in the laying and installation of
pipe from the point of receiving pipe in the ditch until
completion of operation, including any and all forms of
tubular material, whether pipe, metallic or non-metallic,
conduit and any other stationary type of tubular device
used for the conveying of any substance or element, whether
water, sewage, solid gas, air, or other product whatsoever
and without regard to the nature of material from which the
tubular material is fabricated; No-joint pipe and stripping
of same; Prefabricated manhole installer; Sandblaster
(nozzle person), water blasting, Porta Shot-Blast
GROUP 5: Blaster powder, all work of loading holes, placing
and blasting of all powder and explosives of whatever type,
regardless of method used for such loading and placing;
SPC06-57
F-63
Driller: All power drills, excluding jackhammer, whether
core, diamond, wagon, track, multiple unit, and any and all
other types of mechanical drills without regard to the form
of motive power; Toxic waste removal
TUNNEL LABORER CLASSIFICATIONS
GROUP 1: Batch plant laborer; Bull gang mucker, track person;
Changehouse person; Concrete crew, including rodder and
spreader; Dump person; Dump person (outside); Swamper
(brake person and switch person on tunnel work); Tunnel
materials handling person
GROUP 2: Chucktender, cabletender; Loading and unloading
agitator cars; Nipper; Pot tender, using mastic or other
materials (for example, but not by way of limitation,
shotcrete, etc.) ; Vibrator person, jack hammer, pneumatic
tools (except driller)
GROUP 3: Blaster, driller, powder person; Chemical grout jet
person; Cherry picker person; Grout gun person; Grout mixer
person; Grout pump person; Jackleg miner; Jumbo person;
Kemper and other pneumatic concrete placer operator; Miner,
tunnel (hand or machine); Nozzle person; Operating of
troweling and/or grouting machines; Powder person (primer
house); Primer person; Sandblaster; Shotcrete person; Steel
form raiser and setter; Timber person, retimber person,
wood or steel; Tunnel Concrete finisher
GROUP 4: Diamond driller; Sandblaster; Shaft and raise work
GUNITE LABORER CLASSIFICATIONS
GROUP 1: Nozzle person and rod person
GROUP 2: Gun person
GROUP 3: Rebound person
LAB00300-005 08/02/2006
Rates Fringes
Plaster Clean-up Laborer $ 23.15 12.95
Plasterer tender $ 25.70 12.95
LABOO882-002 01/01/2006
Rates Fringes
Asbestos Removal Laborer $ 23.20 10.90
SCOPE OF WORK: Includes site mobilization, initial site
cleanup, site preparation, removal of asbestos-containing
material and toxic waste, encapsulation, enclosure and
disposal of asbestos- containing materials and toxic waste
by hand or with equipment or machinery; scaffolding,
fabrication of temporary wooden barriers and assembly of
decontamination stations.
SPC06-57
F-64
I
LABO1184-001 07/01/2006
1 Rates
Laborers: (HORIZONTAL
DIRECTIONAL DRILLING)
(1) Drilling Crew Laborer..
23.74
(2) Vehicle Operator/Hauler
23.91
(3) Horizontal Directional
Drill Operator
. $
25.76
(4) Electronic Tracking
Locator
. $
27.76
Laborers: (STRIPING/SLURRY
SEAL)
GROUP 1
. $
24.52
GROUP 2
. $
25.82
GROUP 3
. $
27.83
GROUP 4
. $
29.57
LABORERS - STRIPING CLASSIFICATIONS
Fringes
8.51
8.51
8.51
8.51
11.34
11.34
11.34
11.34
GROUP 1: Protective coating, pavement sealing, including
repair and filling of cracks by any method on any surface
in parking lots, game courts and playgrounds; carstops;
operation of all related machinery and equipment; equipment
repair technician
' GROUP 2: Traffic surface abrasive blaster; pot tender -
removal of all traffic lines and markings by any method
(sandblasting, waterblasting, grinding, etc.) and
' preparation of surface for coatings. Traffic control
person: controlling and directing traffic through both
conventional and moving lane closures; operation of all
related machinery and equipment
GROUP 3: Traffic delineating device applicator: Layout and
application of pavement markers, delineating signs, rumble
and traffic bars, adhesives, guide markers, other traffic
delineating devices including traffic control. This
category includes all traffic related surface preparation
(sandblasting, waterblasting, grinding) as part of the
application process. Traffic protective delineating system
installer: removes, relocates, installs, permanently
affixed roadside and parking delineation barricades,
fencing, cable anchor, guard rail, reference signs,
monument markers; operation of all related machinery and
equipment; power broom sweeper
GROUP 4: Striper: layout and application of traffic stripes
and markings; hot thermo plastic; tape traffic stripes and
markings, including traffic control; operation of all
related machinery and equipment
PAIN0036-001 07/01/2005
Rates Fringes
Painters:
(1) Repaint Including Lead
SPC06-57 F-65
Abatement $ 23.40 7.49
(2) All Other Work: $ 26.67 7.49
REPAINT of any structure with the exception of work involving
the aerospace industry, breweries, commercial recreational
facilities, hotels which operate commercial establishments
as part of hotel service, and sports facilities, tenant
improvement work not included in conjunction with the
construction of the building and all repainting of tenant
improvement projects.
PAIN0036-006 10/01/2005
Rates Fringes
Drywall Finisher
Excluding Antelope Valley
North of the following
Boundary: Kern County Line
to Hwy. #5, South of Hwy.
#5 to Hwy. N2, East on N2
to Palmdale Blvd., to Hsy.
#14, South to Hwy. #18,
East to Hwy. #395...........$ 28.33 9.98
Remainder of County $ 24.89 9.98
PAIN0036-015 06/01/2006
Rates Fringes
Glazier $ 32.30 12.75
FOOTNOTE: Additional $1.25 per hour for work in a condor,
from the third (3rd) floor and up Additional $1.25 per
hour for work on the outside of the building from a swing
stage or any suspended contrivance, from the ground up
PAIN1247-002 06/01/2006
Rates Fringes
Soft Floor Layer $ 28.40 6.54
PLAS0200-009 01/01/2005
Rates Fringes
Plasterer $ 28.29 7.46
PLAS0500-002 07/17/2006
Rates Fringes
Cement Mason $ 26.05 16.28
PLUM0016-001 07/01/2006
Rates Fringes
Plumber/Pipefitter
SPC06-57
F-66
(1) Work on strip malls,
light commercial, tenant
improvement and remodel
work $ 25.20 11.36
(2) Work on new additions
and remodeling of bars,
restaurant, stores and
commercial buildings not
to exceed 5,000 sq. ft. of
floor space $ 31.63 12.76
(3) All other work $ 32.61 13.52
PLUM0250-002 01/02/2006
Rates Fringes
Refrigeration Mechanic
---Refrigeration-Fitter~~~~.~~.$ -3330- - - -13.95
PLUM0345-001 07/01/2006
Rates Fringes
Plumbers
Landscape/Irrigation Fitter.$ 24.90 11.79
Sewer & Storm Drain Work $ 22.14 12.82
ROOF0036-002 09/01/2006
Rates Fringes
' Roofer $ 29.00 7.17
FOOTNOTE: Pitch premium: Work on which employees are exposed
' to pitch fumes or required to handle pitch, pitch base or
pitch impregnated products, or any material containing coal
tar pitch, the entire roofing crew shall receive $1.75 per
hour "pitch premium" pay.
1 -S------FCA06-6-9-- -0-13--0---4/-0--1/-2-0-0-6
' DOES NOT INCLUDE THE CITY OF POMONA, CATALINA ISLAND, AND THAT
PART OF LOS ANGELES COUNTY WITHIN 25 MILES OF THE CITY LIMITS
OF LOS ANGELES:
Rates Fringes
Sprinkler Fitter $ 30.15 13.15
SFCA0709-005 09/01/2006
THE CITY OF POMOMA, CATALINA ISLAND, AND THAT PART OF LOS
ANGELES COUNTY WITHIN 25 MILES OF THE CITY LIMITS OF LOS
ANGELES:
Rates
Sprinkler Fitter, Fire $ 34.58
Fringes
16.70
F-67
SHEE0105-002 08/01/2006
LOS ANGELES (South of a straight line between gorman and Big
Pones, excluding the area South of Imperial Hwy East of the Los
Angeles River, excluding cities of Long Beach, Claremont
Pomona, excluding Catalina Island
Rates
Sheet metal worker
(1) Commercial: New
Construction and Remodel
Work Over 5000 sq.ft.......
. $ 34.36
(2) Light Commercial: work
on general sheet metal and
heating and air
conditioning up to 4000 sq
ft
. $ 20.25
(3) Modernization
Excluding New Construction
- Under 5000 sq ft. Does
not include modification,
upgrades, energy
management, or
conservation improvements
of central heating and AC
- - - -equipment
-
$ 2025
SHEE0105-003 08/01/2006
Fringes
14.20
5.26
5.56
INYO, KERN (Northeast part, East of Hwy 395), LOS ANGELES
(Including Pomona, Claremont, Catalina Island, Long Beach and
area South of Imperial highway and East of the Los Angeles
River), MONO ORANGE, RIVERSIDE, AND SAN BERNARDINO COUNTIES
Rates Fringes
SHEE0105-004 08/01/2006
Sheet metal worker
(1) Commercial - New
Construction and Remodel
work $ 33.56 14.41
(2) Industrial work
including air pollution
control systems, noise
abatement, hand rails,
guard rails, excluding
aritechtural sheet metal
work, excluding A-C,
heating, ventilating
systems for human comfort 29.40 18.96
KERN (Excluding portion East of Hwy 395) & LOS ANGELES (North
of a straight line drawn between Gorman and Big Pines including
Cities of Lancaster and Palmdale) COUNTIES
SPC06-57
F-68
'
Rates
Fringes
'
Sheet metal worker
Commercial
$ 28.14
12.89
'
TEAM0011-002 07/01/2005
Rates
Fringes
Truck drivers :
'
GROUP 1
$ 23.54
14.64
GROUP 2
$ 23.69
14.64
'
GROUP 3
GROUP 4
$ 23.82
$ 24.01
14.64
14.64
GROUP 5
$ 23.95
14.64
GROUP 6
$ 24.07
14.64
GROUP 7
$ 24.32
14.64
'
GROUP 8
$ 24.57
14.64
GROUP 9
$ 24.77
14.64
GROUP 10
$ 25.07
.
14.64
'
GROUP 11
:
:
GROUP 11.......
$ 25.57
:
14.64
'
WORK ON ALL MILITARY BASES:
PREMIUM PAY: $3.00 per hour
additional.
(29 palms Marine Base, Camp
Roberts, China Lake, Edwards AFB,
Fort Irwin, George AFB, Mar
ine Corps Logistics Base at Nebo
'
& Yermo, Mountain Warfare Training Center, Bridgeport,
Point Arguello, Point Conce
ption, Vandenberg
AFB]
'
TRUCK DRIVERS CLASSIFICATIONS
'
GROUP 1: Truck driver
GROUP 2: Driver of vehicle
or combination of
vehicles - 2
axles; Traffic control pilot car excluding moving heavy
'
equipment permit load; Truc
k mounted broom
GROUP 3: Driver of vehicle
or combination of
vehicles - 3
axles; Boot person; Cement
mason distributio
n truck; Fuel
'
truck driver; Water truck -
2 axle; Dump truck, less than
16 yds. water level; Erosion control driver
' GROUP 4: Driver of transit mix truck, under 3 yds.; Dumpcrete
truck, less than 6-1/2 yds. water level
III
GROUP 5: Water truck, 3 or more axles; Truck greaser and tire
person ($0.50 additional for tire person); Pipeline and
utility working truck driver, including winch truck and
plastic fusion, limited to pipeline and utility work;
Slurry truck driver
GROUP 6: Transit mix truck, 3 yds. or more; Dumpcrete truck,
6-1/2 yds. water level and over; Vehicle or combination of
vehicles - 4 or more axles; Oil spreader truck; Dump truck,
16 yds. to 25 yds. water level
SPC06-57
F09
GROUP 7: A Frame, Swedish crane or similar; Forklift driver;
Ross carrier driver
GROUP 8: Dump truck, 25 yds. to 49 yds. water level; Truck
repair person; Water pull - single engine; Welder
GROUP 9: Truck repair person/welder; Low bed driver, 9 axles
or over
GROUP 10: Dump truck - 50 yds. or more water level; Water
pull - single engine with attachment
GROUP 11: Water pull - twin engine; Water pull - twin engine
with attachments; Winch truck driver - $1.25 additional
when operating winch or similar special attachments
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
(29CFR 5.5 (a) (1) (ii)).
In the listing above, the "SU" designation means that rates
listed under the identifier do not reflect collectively
bargained wage and fringe benefit rates. Other designations
indicate unions whose rates have been determined to be
prevailing.
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can
be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on
a wage determination matter
* a conformance (additional classification and rate) ruling
on survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the
Davis-Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2.)
and 3.) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
SPC06-57
F-70
I
Wage and Hour Division
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material,
etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
END OF GENERAL DECISION
SPC06-57
F-71
SPECIAL PROVISIONS
PART 1
GENERAL PROVISIONS
' Unless otherwise stated herein, the "Greenbook" Standard applies and the following
provisions are in addition thereto.
t SECTION 1 - TERMS DEFINITIONS ABBREVIATIONS, UNITS OF MEASURE, AND
SYMBOLS
1-2 DEFINITIONS
AGENCY: City of Rosemead
Board: City Council of the City of Rosemead
City: City of Rosemead
County: County of Los Angeles
Engineer: The City Engineer of the City of Rosemead or his
authorized representative
Federal: United States of America
SECTION 2 - SCOPE AND CONTROL OF THE WORK
2-1 AWARD AND EXECUTION OF CONTRACT
Within ten (10) working days after the date of the AGENCY's notice of award, the
Contractor shall execute and return the following contract documents to the
AGENCY:
Contract Agreement
Faithful Performance Bond
Material and Labor Bond
Public Liability and Property Damage Insurance Certificate
Workers' Compensation Insurance Certificate
Failure to comply with the above will result in annulment of the award and forfeiture
of the Proposal Guarantee.
SPC06-56 1-1
' The Contract Agreement shall not be considered binding upon the AGENCY until
executed by the authorized AGENCY officials.
' A corporation to which an award is made may be required, before the Contract
Agreement is executed by the AGENCY, to furnish evidence of its corporate
existence, of its right to enter into contracts in the State of California, and that the
' officers signing the contract and bonds for the corporation have the authority to do
so.
' 2-3 SUBCONTRACTS
2-3.2 Additional Responsibility. The second paragraph of Subsection 2-3.2
' of the Standard Specifications is hereby deleted and replaced with the
following:
' The Contractor shall perform or provide, with its own organization, contract
labor, materials, and equipment amounting to at least 50 percent of the
Contract Price. The contract labor performed or provided by the Contractor
' shall amount to at least 25 percent of the total contract labor for the Contract.
Contract labor shall exclude superintendence. Any designated "Specialty
Items" may be performed by subcontract, and the amount of any such
' "Specialty Items" so performed may be deducted from the Contract Price
before computing the amount of contract labor, materials, and equipment
required to be performed or provided by the Contractor with its own
' organization. Where an entire item is subcontracted, the value of contract
labor, materials, and equipment subcontracted will be based on the Contract
Unit or Lump-Sum Price. When a portion of an item is subcontracted, the
' value of contract labor, materials, and equipment subcontracted will be based
on the estimated percentage of the Contract Unit or Lump-Sum Price,
determined from information submitted by the Contractor, subject to approval
by the Engineer.
' 2-4 CONTRACT BONDS
The Faithful Performance Bond shall remain in force for a period of 1 year after the
' date of recordation of the Notice of Completion. The Material and Labor Bond shall
remain in force until thirty-five (35) days after the date of recordation of the Notice of
Completion.
' 2-5 PLANS AND SPECIFICATIONS
' 2-5.1 General. The Contractor shall maintain a control set of Plans and
Specifications on the project site at all times. All final locations determined in
the field, and any deviations from the Plans and Specifications, shall be
' marked in red on this control set to show the as-built conditions. Upon
completion of all work, the Contractor shall return the control set to the
Engineer. Final payment will not be made until this requirement is met.
'
SPC06-56 1-2
1
' Section 2 is amended by adding thereto the following new Subsection 2-5.4
Examination of Contract Documents.
' 2-5.4 Examination of Contract Documents. The bidder shall examine
carefully the entire site of the work, including but not restricted to the
conditions and encumbrances related thereto, the Plans and Specifications,
' and the Proposal and Contract forms therefore. The submission of a bid
shall be conclusive evidence that the bidder has investigated and is satisfied
as to the conditions to be encountered, as to the character, quality, and
' scope of the work to be performed, the quantities of material to be furnished
and as to the requirements of the proposal, Plans, Specifications, and the
Contract.
' SECTION 3 - CHANGES IN WORK
'
3-3 EXTRA WORK
3-3.2 Payment.
'
Subsection 3-3.2.1 is hereby deleted and replaced with the following.
'
3-3.2.1 General. When the price for the extra work cannot be agreed upon,
payment for extra work by cost plus a differential for labor, materials and
equipment shall be considered payment under force account basis. The
'
labor, materials, and equipment provided shall be subject to the approval of
the Engineer and compensation will be determined as provided herein.
'
3-3.2.2 Basis of Establishing Costs.
Subsection 3-3.2.2(a) is hereby deleted and replaced with the following.
'
3-3.2.2(a) Labor.
'
The Contractor will be paid the cost of labor for the workmen
(including foremen when authorized by the Engineer) used in the
actual and direct performance of the work. The cost of labor, whether
'
the employer is the Contractor, subcontractor, or other forces, will be
the sum of the following:
' 3-3.2.2.(a).1 Actual Wages. The actual wages paid shall
include any employer payments to or on behalf of the workmen
for health and welfare, pension, vacation, and similar purposes.
1
3-3.2.2.(a).2 Labor Surcharge. To the actual wages, as
' defined in Section 3-3.2.2.(a).1, will be added a labor
surcharge set forth in the Department of Transportation
publication entitled "Labor Surcharge and Equipment Rental
' SPC06-56 1-3
G
Rates," which is in effect on the date upon which the work is
accomplished and which is a part of the contract. Said labor
surcharge shall constitute full compensation for all payments
imposed by State and Federal laws and for all other payments
made to, or on behalf of, the workmen, other than actual wages
as defined in Section 3-3.2.2(a).1 and subsistence and travel
allowance as specified in Section 3-3.2.2(a).3.
3-3.2.2.(a).3 Subsistence and Travel Allowance. The actual
subsistence and travel allowance paid to such workmen.
Subsection 3-3.2.2(c) is hereby deleted and replaced with the following:
3-3.2.2.(c) Tool and Equipment Rental.
The Contractor will be paid for the use of equipment at the rental rates
listed for such equipment in the Department of Transportation
Publication entitled "Labor Surcharge and Equipment Rental Rates,"
which is in effect on the date upon which the work is accomplished
and which is a part of the contract, regardless of ownership and any
rental or other agreement, if such may exist, for the use of such
equipment entered into by the Contractor. If it is deemed necessary
by the Engineer to use equipment not listed in the said publication, a
suitable rental rate for such equipment will be established by the
Engineer. The Contractor may furnish any cost data which might
assist the Engineer in the establishment of such rental rate.
The rental rates paid as provided above shall include the cost of fuel,
oil, lubrication, supplies, small tools, necessary attachments, repairs,
and maintenance of any kind, depreciation, storage, insurance, and all
incidentals.
Operators of rented equipment will be paid for as provided in Section
3-3.2.2(a), "Labor."
All equipment shall, in the opinion of the Engineer, be in good working
condition and suitable for the purpose for which the equipment is to be
used.
' Unless otherwise specified, manufacturer's ratings and manufacturer
approved modifications shall be used to classify equipment for the
determination of applicable rental rates. Equipment which has no
' direct power unit shall be powered by a unit of at least the minimum
rating recommended by the manufacturer.
' Individual pieces of equipment or tools not listed in said publication
and having a replacement value of $200 or less, whether or not
SPC06-56 1-4
consumed by use, shall be considered to be small tools and no
'
payment will be made therefore.
Rental time will not be allowed when equipment is inoperative due to
breakdowns.
3-3.2.2(c).1 Equipment on the Work. The rental time to be
paid for equipment on the work shall be the time the equipment
'
is in operation on the extra work being performed, and in
addition, shall include the time required to move the equipment
to the location of the extra work and return it to the original
location or to another location requiring no more time than that
required to return it to its original location, except that moving
'
time will not be paid for if the equipment is used at the site of
the extra work on other than such extra work. Loading and
transporting costs will be allowed, in lieu of moving time, when
'
the equipment is moved by means other than its own powers,
except that no payment will be made if the equipment is used
at the site of the extra work on other than such extra work.
f
The following shall be used in computing the rental time o
equipment on the work:
'
f
1. When hourly rates are listed, less than 30 minutes o
operation shall be considered to be 2 hour of operation.
'
2. When daily rates are listed, less than 4 hours of
operation shall be considered to be 2 day of operation.
'
3-3.2.2.(c).2 Equipment not on the Work. For the use of
equipment moved in on the work and used exclusively for extra
'
work paid for on a force account basis, the Contractor will be
paid the rental rates listed in the Department of Transportation
publication entitled "Labor Surcharge and Equipment Rental
'
Rates," which is in effect on the date upon which the work is
accomplished and which is a part of the contract, or
determined as provided in Section 3-3.2.2(c) and for the cost of
'
transporting the equipment to the location of the work and its
return to its original location, all in accordance with the
'
following provisions:
1. The original location of the equipment to be hauled to
the location of the work shall be agreed to by the
'
Engineer in advance.
'
2. The Agency will pay the costs of loading and unloading
ui
ment
ch e
.
q
p
su
1 SPC06-56 1-5
3. The cost of transporting equipment in low bed trailers
shall not exceed the hourly rates charged by
established haulers.
4. The cost of transporting equipment shall not exceed the
applicable minimum established rates of the Public
Utilities Commission.
5. The rental period shall begin at the time the equipment
is unloaded at the site of the extra work, shall include
each day that the equipment is at the site of the extra
work, excluding Saturdays, Sundays, and legal holidays
unless the equipment is used to perform the extra work
on such days, and shall terminate at the end of the day
on which the Engineer directs the Contractor to
discontinue the use of such equipment. The rental time
to be paid per day will be in accordance with the
following:
Hours Equipment
Hours to
is in Operation
be paid
0.0
4.00
0.5
4.25
1.0
4.50
1.5
4.75
2.0
5.00
2.5
5.25
3.0
5.50
3.5
5.75
4.0
6.00
4.5
6.25
5.0
6.50
5.5
6.75
6.0
7.00
6.5
7.25
7.0
7.50
7.5
7.75
8.0
8.00
Over 8 Hours in Operation
The hours to be paid for equipment which is operated
less than 8 hours due to breakdowns shall not exceed 8
less the number of hours the equipment is inoperative
due to breakdowns.
When hourly rates are listed, less than 30 minutes of
operation shall be considered to be 2 hour of operation.
SPC06-56 1-6
When daily rates are listed, payment for two (2) days
will be made if the equipment is not used. If the
equipment is used, payment will be made for one (1)
' day.
The minimum rental time to be paid for the entire rental
' period on an hourly basis shall not be less than 8 hours,
or if on a daily basis shall not be less than one (1) day.
' 6. Should the Contractor desire the return of the
equipment to a location other than its original location,
the Agency will pay the cost of transportation in
' accordance with the above provisions, provided such
payment shall not exceed the cost of moving the
equipment to the work.
' 7. Payment for transporting, loading and unloading
equipment, as provided above, will not be made if the
equipment is used on the work in any other way than
upon extra work paid for on a force account basis.
'
When extra work, other than work specifically designated as
extra work in the Plans and Specifications, is to be paid for on
a force account basis and the Engineer determines that such
'
extra work requires the Contractor to move on to the work
equipment which could not reasonably have been expected to
'
be needed in the performance of the contract, the Engineer
may authorize payment for the use of such equipment at
equipment rental rates in excess of those listed as applicable
'
for the use of such equipment subject to the following
additional conditions:
'
1. The Engineer shall specifically approve the necessity for
articular equipment on such work
the use of
.
p
'
2. The Contractor shall establish, to the satisfaction of the
Engineer, that such equipment cannot be obtained from
his normal equipment source or sources and those of
'
his subcontractors.
3. The Contractor shall establish to the satisfaction of the
Engineer that the proposed equipment rental rate for
'
such equipment from his proposed source is reasonable
and appropriate for the expected period of use.
'
4. The Engineer shall approve the equipment source and
the equipment rental rate to be paid by the Agency
'
SPC06-56
1-7
1
before the Contractor begins work involving the use of
' said equipment.
3-3.2.2(c).3 Owner-Operated Equipment. When owner-
operated equipment is used to perform extra work to be paid
for on a forceaccount basis, the Contractor will be paid for the
equipment and operator, as follows:
1. Payment for the equipment will be made in accordance
with the provisions in Section 3-3.2.2(c), "Tool and
' Equipment Rental."
2. Payment for the cost of labor and subsistence or travel
allowance will be made at the rates paid by the
Contractor to other workmen operating similar
equipment already on the project or, in the absence of
'
such other workmen, at the rates of such labor
established by collective bargaining agreements for the
type workman and location of work whether or not the
'
owner-operator is actually covered by such an
agreement. A labor surcharge will be added to the cost
'
of labor described herein, in accordance with the
"Labor
"
2
2(a)
rovisions in Section 3-3
.
.
.
,
p
To the direct cost of equipment rental and labor, computed as
provided herein, will be added the markups for the equipment
rental and labor as provided in Section 3-3.2.3 "Mark-up."
'
3-3.2.3 Mark-up.
The text of Subsection 3-3.2.3 is hereby deleted and replaced with the
'
following:
(a) Work by Contractor. The following percentages shall be added
'
to the Contractor's costs and shall constitute the mark-up for all
overhead and profits, which shall be deemed to include all
items of expense not specifically designated as cost or
equipment rental in Sections 3-3.2.2(a) and 3-3.2.2(b),
"Materials," and 3-3.2.2(c), "Tool and Equipment Rental."
' Labor 20
Materials 15
' Equipment Rental 15
Other Items and Expenditures 15
To the sum of the costs and mark-ups provided for in this
subsection, 1 percent shall be added as compensation for
bonding.
SPC06-56 1-8
(b) Work by Subcontractor. When all or any part of the extra work
is performed by a subcontractor, the mark-up established in
Subsection 3-3.2.3(a) shall be applied to the subcontractor's
' actual cost of such work, to which a mark-up of 10 percent on
the first $2,000 of the subcontracted portion of the extra work
and a mark-up of 5 percent on work added in excess of $2,000
' of the subcontracted portion of the extra work may be added by
the Contractor.
' 3-5 DISPUTED WORK
3-5.1 Claims and Disputes During Performance.
' The following procedures and requirements shall apply and be fully complied
with for any claim or dispute to be considered for payment as extra work:
Procedure:
A. The Contractor and the City shall make good-faith attempts to resolve
any and all claims and disputes that may from time to time arise
during the performance of the Work of this Contract. If the Contractor
' considers any Work required of them to be outside the requirements
of the Contract, or if they consider any instruction, meaning,
requirement, ruling or decision of the City or its representative to be
' unauthorized, they shall, within seven (7) calendar days after such
demand is made, or instruction is given, file a written protest (dispute)
with the City stating clearly and in detail their objection and reason
' therefore. The Contractor shall promptly comply with the Work
required of them even though a written protest has been filed. If a
written protest is not issued within seven (7) calendar days, the
' Contractor shall waive their right to further claim on the specific issue.
B. The City will review the Contractor's written protest and provide a
' decision. If the Contractor still considers the Work required of them to
be outside of the requirements of the Contract, they shall so notify the
City, in writing, within seven (7) calendar days after receiving the
' decision, that a formal claim will be issued. Within thirty (30) calendar
days of receiving the decision, the Contractor shall submit their claim
and all arguments, justification, cost or estimate, schedule analysis,
and detailed documentation supporting their position. Failure to
furnish notification within seven (7) calendar days and all justifying
documentation within thirty (30) calendar days will result in the
' Contractor waiving their right to the subject claim.
' C. Upon receipt of the Contractor's formal claim, including all arguments,
justification, cost or estimates, schedule analysis, and documentation
supporting their position as previously stipulated, the City or its
SPC06-56 1-9
representative will review the issue and within thirty (30) calendar
days from receipt of the Contractor's claim render a final
determination.
Certification:
A. The Contractor shall submit with the claim their and Subcontractors'
certifications under penalty of perjury that:
1. The claim is made in good faith.
2. Supporting data are accurate and complete to the best of the
Contractor's knowledge and belief.
3. The amount requested accurately reflects the Contract
adjustment for which the Contractor believes the City is liable.
4. If the Contractor is an individual, the certification shall be
executed by that individual.
5. If the Contractor is not an individual, the certification shall be
executed by an officer or general partner of the Contractor
having overall responsibility for the conduct of the Contractor's
affairs.
6. If a false claim is submitted, it will be considered fraud and the
Contractor may be subject to criminal prosecution.
B. In regard to any claim or portion of a claim for subcontractor work, the
Contractor shall fully review said claim and certify said claim, under
penalty of perjury, to have been made in good faith.
C. Failure to furnish certification as required hereinbefore will result in the
Contractor waiving their right to the subject claim.
Claim Format:
A. The Contractor shall submit the claim justification in the following
format:
1. Summary of claim merit and quantum plus clause under which
the claim is made.
2. List of documents relating to claim:
a. Specifications.
b. Drawings.
SPC06-56 1-10
C. Clarifications/Requests for information.
d. Schedules.
' e. Other.
' 3. Chronology of events and correspondence.
4. Analysis of claim merit.
' 5. Analysis of claim cost.
SECTION 4 - CONTROL OF MATERIALS
4-1 MATERIALS AND WORKMANSHIP
' 4-1.1 General. The Contractor and all subcontractors, suppliers, and
vendors, shall guarantee that the entire work will meet all requirements of this
' Contract as to the quality of materials, equipment, and workmanship. The
Contractor, at no cost to the AGENCY, shall make any repairs or
replacements made necessary by defects in materials, equipment, or
' workmanship that become evident within 1 year after the date of recordation
of the Notice of Completion. Within this 1-year period, the Contractor shall
also restore to full compliance with requirements of this contract any portion
' of the work which is found to not meet those requirements. The Contractor
shall hold the AGENCY harmless from claims of any kind arising from
damages due to said defects or noncompliance. The Contractor shall make
' all repairs, replacements, and restorations within thirty (30) days after the
date of the Engineer's written notice.
' 4-1.4 Test of Materials. Except as elsewhere specified, the AGENCY will
bear the cost of testing material and/or workmanship which meet or exceed
the requirements indicated in the Standard Specifications and the Special
Provisions. The cost of all other tests, including the retesting of material or
workmanship that fails to pass the first test, shall be borne by the Contractor.
' 4-1.5 Certification. A Certificate of Compliance shall be furnished prior to
the use of any materials for which these Specifications or the Special
Provisions require that such a certificate be furnished. In addition, when so
' authorized in these Specifications or in the Special Provisions, the Engineer
may permit the use of certain materials or assemblies prior to sampling and
testing if accompanied by a Certificate of Compliance. The certificate shall
be signed by the manufacturer of the material or the manufacturer of
assembled materials, and shall state that the materials involved comply in all
' respects with the requirements of the Specifications. A Certificate of
Compliance shall be furnished with each lot of material delivered to the work,
and the lot so certified shall be clearly identified in the certificate.
' SPC06-56 1-11
All materials used on the basis of a Certificate of Compliance may be
sampled and tested at any time. The fact that material is used on the basis
of a Certificate of Compliance shall not relieve the Contractor of responsibility
' for incorporating material in the Work which conforms to the requirements of
the Plans and Specifications, and any such material not conforming to such
requirements will be subject to rejection whether in place or not.
' The Agency reserves the right to refuse to permit the use of material on the
basis of a Certificate of Compliance.
' The form of the Certificate of Compliance and its disposition shall be as
directed by the Engineer.
' 4-1.6 Trade Names or Equals. Approval of equipment and materials offered
as equivalents to those specified must be obtained as set forth in the
' Instructions to Bidders.
' SECTION 5 - UTILITIES
5-1 LOCATION
' The location and existence of any underground utility or substructure was obtained
from a search of available records. No guarantee is made or implied that the
' information is complete or accurate. It shall be the Contractor's responsibility alone
to determine the exact location of underground utilities or substructures of every
nature and to protect them from damage. The Contractor shall excavate and
' expose all high-risk underground facilities.
The Contractor shall notify the owners of all utilities and substructures as set forth in
' the General Specifications.
5-4 RELOCATION
' The second sentence of the last paragraph of Subsection 5-4 of the Standard
Specifications is hereby deleted and replaced with the following:
When not otherwise required by the Plans and Specifications and when directed by
the Engineer, the Contractor shall arrange for the relocation of service connections
' as necessary between the meter and property line, or between the meter and limits
of construction.
' 5-5 DELAYS
The Contractor will not be entitled to damages or additional payment for delays
' attributable to utility relocations or alterations if correctly located, noted, and
completed in accordance with Subsection 5-1 of the Standard Specifications. The
1
SPC06-56 1-12
1
Contractor shall ascertain further detailed information to coordinate his work to this
' effect.
All notification of utility companies shall be done by the Engineer based on
' Contractor's request as submitted to the Engineer at least 24 hours in advance of
the needed work. Any costs for delay of the Contractor by utility companies in this
regard shall be assigned to the Contractor, if these costs are a result of the
Contractor's request being untimely in any respect, except forthe utility company not
responding at their agreed time before the 24-hour period elapses.
' Compensation for idle time due to delays shall be in conformance with Subsection
8-1.09 of the State Standard Specifications wherein reference to Section 4-1.03D
shall mean Subsection 3-3.1 of the Standard Specifications.
' SECTION 6 - PROSECUTION PROGRESS AND ACCEPTANCE OF THE WORK
6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK
The Contractor's proposed Construction Schedule shall be submitted to the
t Engineer within ten (10) working days after the date of the AGENCY's execution of
the Contract Agreement. The schedule shall be supported by written statements
from each supplier of materials of equipment indicating that all orders have been
' placed and acknowledged, and setting forth the dates that each item will be
delivered.
' Prior to issuing the Notice to Proceed with Work, the Engineer will schedule a
preconstruction meeting with the Contractor to review the proposed Construction
Schedule and delivery dates, arrange utility coordination, discuss construction
' methods, and clarify inspection procedures.
The Contractor shall submit periodic Progress Reports to the Engineer by the 5th
' day of each month. The report shall include an updated Construction Schedule.
Any deviations from the original schedule shall be explained. Progress payments
' will be withheld pending receipt of any outstanding reports.
6-2 PROSECUTION OF WORK
' The following sentences are hereby added to Section 6-2:
' The Contractor must place concrete within five (5) days of removal.
FAILURE OF THE CONTRACTOR TO COMPLY WITH THE AFOREMENTIONED
' WORK SCHEDULING REQUIREMENTS, DUE TO CONDITIONS UNDER HIS
CONTROL WILL RESULT IN DAMAGES BEING SUSTAINED BY THE AGENCY.
SUCH DAMAGES ARE, AND WILL CONTINUE TO BE, IMPRACTICAL AND
' EXTREMELY DIFFICULT TO DETERMINE. FOR EACH DAY THE CONTRACTOR
FAILS TO CONFORM TO THESE REQUIREMENTS, THE CONTRACTOR SHALL
PAY TO THE AGENCY, OR HAVE WITHHELD MONIES DUE TO HIM THE SUM
SPC06-56 1-13
OF TWO HUNDRED FIFTY DOLLARS ($250) AS LIQUIDATED DAMAGES FOR
EACH CALENDAR DAY.
6-6 DELAYS AND EXTENSIONS OF TIME
1
6-6.1 General.
If the Contractor desires payment for a delay as specified in Subsection 6-6.3
of the Standard Specifications, it shall notify the Engineer in writing within
three (3) days of beginning of the delay. If the Contractor desires an
extension of time as specified in Subsection 6-6.2 of the Standards
Specifications, it shall notify the Engineer in writing within three (3) days of
beginning of the delay. Such notice shall specify the nature of the delay and
the conditions which set the beginning time for the delay.
Utility delays subject to the provisions of Subsection 5-5 of the Standard
Specifications shall only be granted time extensions or payment for delay
based on strict conformance with Subsections 6-6.2, 6-6.3, and 6-6.4 in the
Standard Specifications and as those subsections are modified in the
General Conditions.
6-6.3 Payment for Delays to Contractor
Compensation for idle time due to delays shall be in conformance with
Subsection 8-1.09 of the State Standard Specifications wherein reference to
Section 4-1.03D shall mean Subsection 3-3.1, of the Standard Specifications.
6-6.4 Written Notice and Report. The first sentence of Subsection 6-6.4 is
hereby deleted and replaced with the following:
If the Contractor desires payment for a delay as specified in Subsection 6-6.3
of the Standard Specifications, it shall notify the Engineer in writing within
three (3) days of beginning of the delay. If the Contractor desires an
extension of time as specified in Subsection 6-6.2 of the Standard
Specifications, it shall notify the Engineer in writing within three (3) days of
beginning of the delay. Such notice shall specify the nature of the delay,
cause, and the conditions which set the beginning time for the delay.
6-7 TIME OF COMPLETION
6-7.1 General. The time for completion shall be as noted in the General
Specifications.
6-7.2 Working Day. The Contractor's activities shall be confined to the hours
between 7 a.m. and 3:30 p.m. Monday through Friday, excluding holidays.
Deviation from these hours will not be permitted without the prior consent of
the Engineer, except in emergencies involving immediate hazard to persons
or property. In the event of either a requested or emergency deviation,
SPC06-56 1-14
1
inspection service fees will be charged against the Contractor. The service
' fees will be calculated at overtime rates, including benefits, overhead, and
travel time. The service fees will be deducted from any amounts due the
Contractor.
' 6-9 LIQUIDATED DAMAGES
The liquidated damages value is hereby amended to be one thousand dollars
($1,000.00) per day.
' SECTION 7 - RESPONSIBILITIES OF THE CONTRACTOR
7-1 CONTRACTOR'S EQUIPMENT AND FACILITIES
' A noise level limit of 86 dBA at the distance of 15 meters (50 feet) shall apply to all
construction equipment on or related to the job whether owned by the Contractor or
' not. The use of excessively loud warning signals shall be avoided, except in those
cases required for the protection of personnel.
' 7-2 LABOR
7-2.2 Laws. The Contractor, and all subcontractors, suppliers and vendors,
' shall comply with all AGENCY, State and Federal orders regarding
affirmative action to ensure equal employment opportunities and fair
employment practices. Failure to file any report due under said orders will
' result in suspension of periodic progress payments.
' The Contractor shall ensure unlimited access to the job site for all equal
employment opportunity compliance officers.
7-3 LIABILITY INSURANCE
' The first four paragraphs of Section 7-3 are hereby replaced with the following:
The Contractor shall procure and maintain for the duration of the contract insurance
against claims for injuries to persons or damages to property which may arise from
or in connection with the performance of the work hereunder by the Contractor, his
agents, representatives, employees, or subcontractors.
7-3.1 Minimum Scope of Insurance.
Coverage shall be at least as broad as:
Insurance Services Office "Commercial General Liability" policy Form
CG 00 01 or the exact equivalent.
Insurance Services Office Form No. CA 00 01 covering Automobile
Liability, including Symbol I (any auto) or the exact equivalent.
SPC06-56
1-15
I
I
1
3. Workers' Compensation on a state-approved policy form providing
statutory benefits as required by law and Employer's Liability
Insurance.
4. Course of Construction insurance form providing coverage for "all
risks" of loss (if required by the contract).
7-3.2 Minimum Limits of Insurance.
The Contractor shall maintain limits no less than:
Commercial General Liability: $1,000,000 per occurrence for bodily
injury, personal injury, and property damage. Defense costs must be
paid in addition to limits. There shall be no cross-liability exclusion for
claims or suits by one insured against another. If Commercial
General Liability Insurance or other form with a general aggregate
limit is used, the general aggregate limit shall be $2,000,000.
2. Automobile Liability: $1,000,000 per accident for bodily injury and
property damage.
Workers' compensation providing statutory benefits.
4. Employer's Liability: $1,000,000 per accident for bodily injury or
disease.
5. Excess or Umbrella Liability Insurance (Over Primary): if used to meet
limit requirements, shall provide coverage at least as broad as
specified for the underlying coverages. Any such coverage provided
under an umbrella liability policy shall include a "drop down" provision
with a maximum $25,000 self-insured retention for liability not covered
by primary but covered by the umbrella. Coverage shall be "pay on
behalf," with defense costs payable in addition to policy limits. There
shall be no cross-liability exclusion precluding coverage for claims or
suits by one insured against another. Coverage shall be applicable to
the AGENCY for injury to the employees of the Contractor,
subcontractors, or others involved in the Work. The scope of
coverage provided is subject to approval of the AGENCY following
receipt of proof of insurance as required herein.
6. Course of Construction: Completed value of the project.
' 7-3.3 Deductibles and Self-Insured Retentions.
Any deductibles or self-insured retentions must be declared to and approved
' by the AGENCY. At the option of the AGENCY, either the insurer shall
reduce or eliminate such deductibles or self-insured retentions as respects
the AGENCY, its officers, officials, employees, and volunteers; or the
SPC06-56 1-16
1
Contractor shall procure a bond guaranteeing payment of losses and related
investigations, claims administration, and defense expenses.
7-3.4 Other Insurance Provisions.
The general liability and automobile liability policies are to contain, or be
endorsed to contain, the following provisions:
The AGENCY, its officers, officials, employees, agents, and
volunteers, including Willdan, while acting within the scope of their
duties, are to be covered as insureds as respects: all liability arising
out of activities or in connection with the Work performed by or on
behalf of the Contractor, products and completed operations of the
Contractor, premises owned, occupied, or used by the Contractor, or
automobiles owned, leased, hired, or borrowed by the Contractor,
except as provided for in Subsection 6-10. The coverage shall
contain no special limitations on the scope of protection afforded to
the AGENCY, its officers, officials, employees, agents, or volunteers,
including Willdan.
For any claims related to this project, the Contractor's insurance
coverage shall be primary insurance as respects the AGENCY, its
officers, officials, employees, agents, and volunteers, including
Willdan. Any insurance or self-insurance maintained by the AGENCY,
its officers, officials, employees, agents, or volunteers, including
Willdan, shall be in excess of the Contractor's insurance and shall not
contribute with it.
' 3. Any failure to comply with reporting or other provisions of the policies,
including breaches of warranties, shall not affect coverage provided to
the AGENCY, its officers, officials, employees, agents, or volunteers,
' including Willdan.
4. The Contractor's insurance shall apply separately to each insured
' against whom claim is made or suit is brought, except with respect to
the limits of the insurer's liability.
' 5. Each insurance policy required by this clause shall be endorsed to
state that coverage shall not be suspended, voided, canceled by
either party, reduced in coverage or in limits, except after thirty (30)
' days prior written notice by certified mail, return receipt requested, has
been given to the AGENCY.
' Course of construction policies shall be purchased by the Contractor only if
required by the contract. The AGENCY may obtain course of construction
' insurance under its existing property insurance program or through other
means. If Contractor obtains this coverage, policies shall contain the
following provisions:
' SPC06-56 1-17
The AGENCY shall be named as loss payee.
2. The insurer shall waive all rights of subrogation against the AGENCY.
7-3.5 Acceptability of Insurers.
Insurance is to be placed with carriers admitted to write insurance in
California with a current A. M. Best's rating of no less than A:VIII.
7-3.6 Verification of Coverage.
The Contractor shall furnish the AGENCY with original endorsements
effecting coverage required by this clause. The endorsements are to be
signed by a person authorized by that insurer to bind coverage on its behalf.
All endorsements are to be received and approved by the AGENCY before
work commences. The Contractor's insurer shall provide complete, certified
copies of all required insurance policies, including endorsements effecting
the coverage required by these Specifications.
7-3.7 Subcontractors.
Contractor shall include all subcontractors as insureds under its policies or
shall furnish separate certificates and endorsements for each subcontractor.
All coverages for subcontractors shall be subject to all of the requirements
' stated herein, except that subcontractor shall not be responsible for obtaining
course of construction insurance.
' Except as provided for in Subsection 6-10, the Contractor shall save, keep, and hold
harmless the AGENCY and all of its officers, consultants, and agents, including
Willdan, from all damages, costs, or expenses in law or equity that may at any time
' arise or be set up because of damages to property, or of personal injury received by
reason of or in the course of performing work, which may be caused by any willful or
negligent act or omission by the Contractor, any of the Contractor's employees, or
' any subcontractor. The AGENCY and all of its officers, consultants, and agents,
including Willdan, will not be liable for any accident, loss, or damage to the Work
prior to the completion or acceptance of the Work, except as provided for in
' Subsection 6.10.
' 7-5 PERMITS
The text of Subsections 7-5 of the Standard Specifications is hereby deleted and
' replaced with the following:
Prior to the start of any work, the Contractor shall take out the applicable City
' permits and make arrangements for City inspections. The City will issue the permits
at no charge to the Contractor. The Contractor and all subcontractors shall each be
licensed in accordance with State Business and Professions Code. The Contractor
' 18
SPC06-56 1-
shall also obtain any and all other permits, licenses, inspections, certificates or
authorizations required by any governing body or entity.
The Contractor shall pay all costs incurred by the permit requirements.
7-8 PROJECT SITE MAINTENANCE
7-8-1. Clean-up and Dust Control
The Contractor shall provide and operate a self-loading motor sweeper with
spray nozzles every day for the purpose of keeping the entire project site
clean as acceptable to the City Engineer. Payment for the cleanup and dust
control shall be included in the price paid for other items of work. No
additional payment will be made for project site maintenance.
7-9 PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS
The second paragraph of Subsection 7-9 of the Standard Specifications is hereby
deleted and replaced with the following:
The Contractor shall relocate, repair, replace or re-establish all existing
improvements within the project limits which are not designated for removal (e.g.,
curbs, sidewalks, driveways, fences, walls, sprinkler systems, signs, utility
installations, pavements, structures, etc.) which are damaged or removed as a result
of his operations or as required by the Plans and Specifications.
Where existing traffic striping, pavement markings and curb markings are damaged
or their reflectivity reduced by the Contractor's operations, such striping or markings
shall also be considered as existing improvements and the Contractor shall repaint
or replace such improvements.
Relocations, repairs, replacements or re-establishments shall be at least equal to
the existing improvements and shall match such improvements in finish and
dimensions unless otherwise specified.
The last paragraph of Subsection 7-9 of the Standard Specifications is hereby
deleted and replaced with the following:
All costs to the Contractor for protecting, removing, restoring, relocating, repairing,
replacing or re-establishing existing improvements shall be included in the bid.
7-10 PUBLIC CONVENIENCE AND SAFETY
7-10.1 Traffic and Access. The Contractor shall notify the occupants of all
affected properties at least 48 hours prior to any temporary obstruction of
access. Vehicular access to property line shall be maintained, except as
required for construction for a reasonable period of time. No overnight
closure of any driveway will be allowed, except as permitted by the Engineer.
SPC06-56
1-19
At least one 3.60 meters (12 feet) wide traffic lane shall be provided for each
direction of travel on all streets at all times, except as permitted by the
Engineer. The traffic lanes shall be maintained on pavement and shall
' remain unobstructed.
Clearances from traffic lanes shall be 1.5 meters (5 feet) to the edge of any
excavation and 0.60 meters (2 feet) to the face of any curb, pole, barricade,
delineator or other vertical obstruction.
One 1.2 meters (4-feet) wide paved pedestrian walkway shall be maintained
in the parkway area on each side of all streets. The clearance from the
pedestrian walkway to any traffic lane shall be 1.5 meters (5 feet).
' 7-10.3 Street Closures, Detours, Barricades. Street closures will not be
allowed, except as specifically permitted by the Engineer.
' The Contractor shall prepare any traffic control or detour plans that may be
required as directed by the Engineer.
' Lane transitions shall conform to the Caltrans Traffic Manual, Section 5-08.4,
"Transition Area."
Temporary traffic channelization shall be accomplished with barricades or
delineators. Temporary striping will not be allowed unless specifically
permitted by the Engineer. The Contractor shall prepare any plans that may
be required for temporary striping to the satisfaction of the Engineer. In no
event will temporary striping be allowed on finished pavement surfaces which
' are to remain.
The Contractor shall schedule an employee to police the temporary
delineators and barricades within the travel way during weekday, nonworking
hours, and over Saturdays, Sundays, and holidays. Any corrective work
' required to be done by Agency forces shall be back charged to the
Contractor based on the actual costs, plus Agency overhead, and withheld
from the final payment.
' 7-10.5 Protection of the Public. Subsection 7-10.5 is hereby added to
Section 7 of the Standard Specifications as follows:
' It is part of the service required of the Contractor to make whatever
provisions are necessary to protect the public. The Contractor shall use
' foresight, and shall take such steps and precautions as his operations
warrant to protect the public from danger, loss of life, or loss of property
which would result from interruption or contamination of public water supply,
interruption of other public service or from the failure of partly completed work
or partially removed facilities. Unusual conditions may arise on the work
which will require that immediate and unusual provisions be made to protect
SPC06_56 1-20
the public from danger or loss, or damage to life and property, due directly or
' indirectly to prosecution of work under this contract.
Whenever, in the opinion of the Engineer, an emergency exists against which
' the Contractor has not taken sufficient precaution for the public safety,
protection of utilities and protection of adjacent structures or property, which
may be damaged by the Contractor's operations and when, in the opinion of
' the Engineer, immediate action shall be considered necessary in order to
protect the public or property due to the Contractor's operations under this
contract, the Engineer will order the Contractor to provide a remedy for the
' unsafe condition. If the Contractor fails to act on the situation within a
reasonable time period, the Engineer may provide suitable protection to said
interests by causing such work to be done and material to be furnished as, in
' the opinion of the Engineer, may seem reasonable and necessary.
The cost and expense of said labor and material, together with the cost and
' expense of such repairs as are deemed necessary, shall be borne by the
Contractor. All expenses incurred by the AGENCY for emergency repairs will
be deducted from the progress payments and the final payment due to the
Contractor. However, if the AGENCY does not take such remedial
measures, the Contractor is not relieved of the full responsibility for public
safety.
' 7-15 RECYCLING OF MATERIALS
1 Subsection 7-15 is hereby added to the Standard Specifications
7-15.1 Contractor's Obligation. Recycling of asphalt concrete, portland
' cement concrete, aggregate base, and green waste (trees and shrubs) are
required. All recycled materials shall be weighed on a certified weigh scale
with weight tickets showing project name. RECORDS OF DISPOSAL,
' INCLUDING WEIGHT OF MATERIALS, SHALL BE SUBMITTED TO THE
AGENCY ON A MONTHLY BASIS.
' Prior to commencing work, the Contractor shall complete the "Construction
and Demolition Waste Reduction and Recycling Plan" form and submit it to
the Public Works Department for review and approval. The Contractor will be
' expected to follow the approved Plan and document results during
construction. At the completion of activities, the Contractor shall submit the
' "Construction and Demolition Waste Reduction and Recycling Report" form
to the Public Works Department for review and approval of compliance with
the Plans. The above-referenced forms are provided in Appendix V.
The Contractor is obligated, under this contract, to recycle the waste material
through an approved recycling plant.
' Payment for recycling of materials shall be included in the unit price for other
items of work. No additional payment will be made for recycling of materials.
' SPC06-56 1-21
' SECTION 8 - FACILITIES FOR AGENCY PERSONNEL
No field offices for AGENCY personnel shall be required; however, the AGENCY personnel
' shall have the right to enter upon the project at all times and shall be admitted to the offices
of the Contractor if so provided by the Contractor for his own personnel.
' SECTION 9 - MEASUREMENT AND PAYMENT
9-3 PAYMENT
' 9-3.2 Partial and Final Payment. The text of Subsection 9-3.2 of the
Standard Specifications is hereby deleted and replaced with the following:
r The closure date for the purpose of making partial progress payments will be
the last day of each month. The Contractor shall prepare the approximate
measurement of the quantities of work performed through the closure date
and submit it to the AGENCY by the 5th day for approval by the 10th day of
the following month.
When the work is complete, the Engineer will determine the final quantities of
the work performed and prepare the final progress payment report.
1
Payments are commonly authorized and made within thirty (30) days
following the 10th day of the month submitted. However, payments will be
' withheld pending receipt of any outstanding reports required by the Contract
Documents. In addition, the final progress payment will not be released until
' the Contractor returns the control set of Plans and Specifications showing the
as-built conditions.
A full 10 percent will be retained from all progress amounts due. The
retained amounts will be authorized for final payment thirty-five (35) days
after the date of recordation of the Notice of Completion.
' The Contractor, however, may receive interest on the retained amounts or
receive the retained amount itself so long as securities equivalent to the
retained amounts are substituted with escrow holder approved by the
Agency.
r At the request and expense of the Contractor, retained amounts or securities
equivalent to the retained amounts may be deposited with the State
Treasurer or a State or Federally chartered bank approved by the Agency as
' the escrow agent, who shall return such monies or securities to the
Contractor upon satisfactory completion of the contract.
' Securities eligible for investment shall include those listed in Section 16430
of the State Government Code or bank or savings and loan certificates of
r
SPC06-56 1-22
1
deposit, interest bearing demand deposit accounts, and standby letters of
' credit.
Any escrow agreement entered into shall contain the following provisions and
' shall be substantially similar to the form "Escrow Agreement for Security
Deposits in Lieu of Retention as Contained in Section 4590 of Chapter 13 of
Division 5 of Title 1 of the Government Code."
t 9-3.2.1 Claims. Procedures for final payment are hereby
supplemented by Caltrans' Standard Specifications, Subsection 9-
1.0713, Final Payment and Claims, and Subsections 9-1.03C, 9-1.04,
and 9-1.09 where they are referenced from as they pertain to
Subsection 9-1.07B. References originating in Subsection 9-1.0713 to
' Subsections 4-1.03, 8-1.06, 8-1.07, 9-1.03A, and 8-1.10 shall refer to
Subsections 3-4, 6-7, 6-6, 3-3, and 5-5 respectively of the Standard
Specifications. Where Director, Deputy Director, District, or State are
referenced, it shall mean Agency.
9-3.2.2 Alternative Dispute Resolution. After submittal of the
' proposed final estimate to the Contractor, a meeting shall be held
promptly between Contractor and Agency, attended by the individuals
with decision-making authority regarding the dispute, to attempt in
' good faith to negotiate a resolution of claims arising under or related
to performance of the contract.
' If, within thirty (30) days after such meeting, the parties have not
succeeded in negotiating a resolution of the claims, they will jointly
appoint a mutually acceptable neutral person not affiliated with either
' of the parties (the "neutral"). If they have been unable to agree upon
such appointment within forty (40) days from the initial meeting, the
parties shall seek assistance in finding a mutually acceptable neutral.
If the parties are unable to agree on a neutral, either party may
request the presiding judge of the Superior Court which would have
' jurisdiction of the matter if a suit were filed, to appoint the neutral. The
fees of the neutral shall be shared equally by the parties.
' In consultation with the neutral, the parties will select or devise an
alternative dispute resolution procedure ("ADR") by which they will
attempt to resolve the dispute, and, if the parties are unable to agree
' on such matters within twenty (20) days after the initial consultation
with neutral, the procedure, time, and place for the ADR to be held will
be decided by the neutral. Unless circumstances require otherwise,
' the ADR shall be held not later than sixty (60) days after selection of
the neutral.
' The parties agree to participate in good faith in the ADR to its
conclusion as designated by the neutral. If the parties are not
successful in resolving the dispute through the ADR, then the parties
1
SPC06-56 1-23
may agree to submit the matter to binding arbitration, or a private
adjudicator, or either party may seek an adjudicated resolution
through the appropriate court.
9-3.3 Delivered Materials. Materials and equipment delivered but not
incorporated into the work will not be included in the estimate for progress
partial payment.
SPC06-56 1-24
SPECIAL PROVISIONS
PART 2
CONSTRUCTION MATERIALS
SECTION 200 - ROCK MATERIALS
200-2 UNTREATED BASE MATERIALS
200-2.1 General. Untreated base shall be crushed aggregate base.
Notations on the drawings, such as "APMB" and "Granular Fill" shall mean
Crushed Aggregate Base.
200-2.2 Crushed Aggregate Base.
200-2.2.3 Quality Requirements. The minimum R-value requirement
will not be waived.
SECTION 201 - CONCRETE MORTAR, AND RELATED MATERIALS
201-1 PORTLAND CEMENT CONCRETE
201-1.1 Requirements.
201-1.1.1 General. The same brand, type, and source of cement and
aggregate shall be used for all Portland cement concrete.
201-1.2 Materials.
201-1.2.4 Chemical Admixtures.
1. Retarding Densifyer. The material shall be of the hydroxylated
carboxylic acid type in liquid form and shall not entrain air or
cause foaming. The retarding densifyer shall be used in strict
compliance with the printed recommendations of the
manufacturer. There shall be no reduction in the cement
content of the concrete mix because of the addition of the
retarding densifyer.
The admixture shall be such that its addition to the concrete
mix will:
a. Decrease drying shrinkage;
b. Increase compressive strength for all concrete strength
for all concrete ages from 3 days to 1 year;
SPC06-56 2-1
I
C. Increase flexural strengths, modulus of elasticity and
abrasion resistance;
d. Increase the slump and placement workability;
Retard the initial set and increase the density; and
Shall contain no calcium or tri-ethanolamine.
At the discretion of the Engineer, the Contractor may be
required to submit proof that the admixture he proposed to use
meets the foregoing requirements. Such proof shall be in the
form of comparative tests of plain and admixture containing
mixes performed by an acceptable local laboratory with testing
based on use of the project materials and in accordance with
the requirements of ASTM C 157. An approved admixture
conforming to these requirements is plastiment retarding
densifyer in liquid form.
201-4 CONCRETE CURING COMPOUND
201-4.1 General. Concrete curing compound shall be Type 2.
SECTION 203 - BITUMINOUS MATERIALS
203-6 ASPHALT CONCRETE
203-6.1 General. Asphalt concrete material shall be Class and Grade C2-
AR-4000.
SECTION 212 - LANDSCAPE AND IRRIGATION MATERIALS
212-1.1 Topsoil.
Topsoil shall be Class A or C.
212-1.1.1 General. Import topsoil used in athletic field construction
shall be Class A topsoil meeting the following gradation limits:
All Class A and Class B topsoil shall be tested for agricultural
suitability. The test results from samples taken at the source shall be
delivered to the Engineer at least 10-working days prior to anticipated
delivery date to the site. Should the proposed source material be
unsatisfactory, the Contractor shall locate a suitable material, and
shall pay all additional costs for testing.
SPC06-56
2-2
I I
Class C topsoil shall be tested for agricultural suitability. Six tests at
' six different locations shall be performed. Exact locations of tests
shall be field verified and approved by Engineer.
SPC06-56 2-3
SPECIAL PROVISIONS
PART 3
CONSTRUCTION METHODS
SECTION 300 - EARTHWORK
300-1 CLEARING AND GRUBBING
300-1.1 General.
11
I
The last paragraph of Subsection 300-1.1 is hereby deleted and replaced
with the following:
Tree branches which hang within 4.1 m (13.5 feet) above finished roadway
grade or within 2.7m (9 feet) above finished sidewalk or parkway grade shall
be removed to the branch collar in accordance with the current pruning
standards of the International Society of Arboriculture (ISA). The Contractor
shall remove additional tree branches, under the direction of the Engineer, in
such a manner that the tree will present a balanced appearance. No paint or
tree sealant shall be applied to the resulting scars. All pruning shall be done
under the supervision of an ISA Certified Arborist in the Contractor's employ.
The following is hereby added to Subsection 300-1.1:
All the root pruning required to place or replace walks, curbs, curbs and
gutters, or other permanent facilities shall be limited to the minimum amount
necessary to set forms.
All roots two inches and larger shall be cut with sharp tool such as axe or
chain saw. No roots shall be broken off by trenching or other heavy
equipment.
No root shall be removed within five (5) diameters of the tree trunk measured
at 1.5m (4 feet, 9 inches) above grade without the express written permission
of the City. Any such root removed without the City's written permission may
create a hazardous condition for which the Contractor shall be liable.
Should the Contractor create a hazardous condition in the sole judgment of
the Engineer the Contractor shall remove the tree and replace it with a
specimen of the same specie and value at the Contractor's expense.
' All significant root pruning (3 inch diameter and larger) shall be performed
under the direct supervision of an ISA Certified Arborist in the Contractor's
employ.
' SPC06-56 3-1
'
(See Section 306-1.1 for Trench Excavation requirements).
300-1.4 Payment. The following is hereby added to Subsection 300-1.4:
'
Trunk diameter shall be measured for payment 4 feet above average existing
ground surface at base of tree. Tree removal will be paid by separate bid
'
item.
300-2 UNCLASSIFIED EXCAVATION
1
300-2.1 General. Unclassified excavation shall consist of all excavation,
including roadways, bituminous pavement and concrete pavement, curb,
gutter, cross gutter, concrete sidewalk, asphalt concrete sidewalk and berm,
access ramp and driveways.
300-2.1.1 Requirements. Subsection 300-2.1.1 is hereby added to
Section 300 of the Standard Specifications as follows:
'
1. Bituminous Pavement. Bituminous pavement and asphalt
concrete sidewalk shall be removed to neatly sawed edges.
Saw cuts shall be to a minimum depth of 3 inches (75 mm).
'
Where only the surface of existing bituminous pavement is to
be removed, the method of removal shall be approved by the
Engineer, and a minimum laying depth of 1 inch (25 mm) of
'
new pavement material shall be provided at the join line.
Where bituminous pavement adjoins a trench, the edges
adjacent to the trench shall be saw cut to neat straight lines
'
before resurfacing to ensure that all areas to be resurfaced are
accessible to the rollers used to compact the subgrade or
paving materials.
'
2. Concrete Curb, Gutters, Cross gutter, Concrete Sidewalk,
Access Ramps and Driveways. Concrete shall be removed to
'
neatly sawed edges with saw cuts made to a minimum depth of
1'/z inches (38mm). Concrete sidewalk or driveway to be
removed shall be neatly sawed in straight lines either parallel to
'
the curb or at right angles to the alignment of the sidewalk. No
section to be replaced shall be smaller than 30 inches (750mm)
'
in either length or width. If the saw cut in sidewalk, or driveway
would fall within 30 inches (750mm) of a construction joint,
expansion joint, or edge, the concrete shall be removed to the
joint or edge, except where the saw cut would fall within 12
'
inches (300mm) of a score mark, the saw cut shall be made in
and along the score mark. Curb and gutter shall be sawed to a
' depth of 12 inches (38mm) on a neat line at right angles to the
curb face.
1 SPC06-56
3-2
1
u
SPC06-56
3. Concrete Pavement. Concrete pavement shall be removed to
neatly sawed edges. Saw cuts shall be made to a minimum
depth of 12 inches (38mm). If a saw cut in concrete pavement
falls within 3 feet (0.9m) of a construction joint, cold joint,
expansion joint, or edge, the concrete shall be removed to the
joint or edge. The edges of existing concrete pavement
adjacent to trenches, where damaged subsequent to saw
cutting of the pavement, shall again be saw cut to neat straight
lines for the purpose of removing the damaged pavement
areas. Such saw cuts shall be either parallel to the original saw
cuts or shall be cut on an angle which departs from the original
saw cut not more than 1 inch (25mm) in each 6 inches
(150mm).
300-2.7 Selected Material. The text of Subsection 300-2.7 of the Standard
Specifications is hereby deleted and replaced with the following:
Selected materials encountered in the excavations within the project limits
that meet the Specifications for base material, trench bedding, or backfill,
topsoil, or other specified materials shall be used as shown on the Plans, in
the Specifications, or as directed by the Engineer. Topsoil excavated may be
considered only for the purpose of backfilling areas to be planted.
300-2.8 Measurement. Subsections of 300-2.8 1) and 2) of the Standard
Specifications are hereby deleted and replaced with the following:
Excavating the roadway prism, including bituminous pavement in
public and private road approaches.
2. Excavating concrete curb, gutter, crosscutter, concrete sidewalk,
walkway, and driveways.
3. Excavating asphalt concrete sidewalk and berm.
300-2.9 Payment. Delete the first sentence of the first paragraph of
Subsection 300-2.9 of the Standard Specifications and replace with the
following:
Payment for all unclassified excavation shall be included in the price of
various items of work involved, and no separate payment shall be made
therefor.
3-3
1
300-4 UNCLASSIFIED FILL
' 300-4.1 General. Subsection 300-4.1 of the Standard Specifications is
hereby deleted and replaced with the following:
Unclassified fill shall consist of all fill unless separately designated.
Construction of unclassified fill shall include preparing the area on which fill is
' to be placed, and the depositing, conditioning, and compacting, or fill
material.
'
Rocks, broken concrete, or other solid materials, which are larger than 4
inches (100mm) in greatest dimension shall not be placed in fill areas where
piles are to be placed or driven nor in areas to be landscaped.
'
Clods or hard lumps of earth or rocks of greater than 6 inches (150mm) in
dimension shall be broken up before compacting the material in fill.
'
300-4.5 Placing Materials for Fills. The last sentence of the first paragraph
of Subsection 300-4.5 of the Standard Specifications is hereby deleted and
'
replaced with the following:
Each layer spread for compaction shall not exceed 6 inches (150mm) of
'
compacted thickness.
'
The third paragraph of Subsection 300-4.5 of the Standard Specifications is
deleted
hereb
.
y
300-4.9 Measurement and Payment. The text of Subsection 300-4.9 of the
Standard Specifications is hereby deleted and replaced with the following:
Payment for unclassified fill shall be included in the price of various items of
'
work involved, and no separate payment shall be made therefor.
Or-U I IUN JU I -I MC/1 I CV O%JILO %7UUVfXP1vL I IXL- I r11v-1 i IWV. r-%i,§v i w"Iv I"I. v.
BASE MATERIALS
301-1 SUBGRADE PREPARATION
301-1.3 Relative Compaction. The first paragraph of Subsection 301-1.3 of
' the Standards Specifications is hereby deleted and replaced with the
following:
' When pavement is to be placed directly on subgrade material or when base
or subbase material, curb, gutter, alley pavement, driveways, access ramps,
or sidewalks are to be placed on the subgrade material, the top 6 inches
1 (150mm) of such subgrade material shall be compacted to a relative
compaction of 90 percent.
SPC06-56
3-4
301-1.6 Adjustment of Manhole Frame and Cover Sets to Grade.
301-1.6.1 Adjustment of Water Meter Boxes, Gas Valve Boxes, and
Survey Monument Frames and Covers to Grade. Subsection 301-
1.6.1 is hereby added to Section 301 of the Standard Specifications
as follows:
' Water meter boxes, gas valve boxes, and survey monument frames
and covers within the area to be paved or graded shall be set to finish
grade by the Contractor. In the case of Portland cement concrete,
' boxes shall be set to finish grade before paving.
301-1.7 Payment. Full compensation for adjusting water meter boxes, gas
' valve boxes, and survey monument frames and covers to grade shall be
included in the price paid for other items of work, and no additional
compensation will be made therefore.
' SECTION 302 - ROADWAY SURFACING
302-5 ASPHALT CONCRETE PAVEMENT
302-5.1 General. Asphalt concrete should be D1-AR-4000.
' 302-5.4 Tack Coat. Tack coat material shall be hot AR-4000 placed with an
application rate of 0.15 gallons per square yard.
302-12 PUBLIC CONVENIENCE AND TRAFFIC CONTROL
'
' At least 7-working days prior to commencing work, the Contractor shall submit his
final construction schedule to the Engineer for approval. This schedule shall allow
' affected people ample "on-street" parking within a reasonable distance from their
homes and businesses. Requests for changes in the schedule shall be submitted
by the Contractor to the Engineer for approval at least 48 hours prior to the
' scheduled operations on the street affected.
"TEMPORARY NO PARKING" signs shall be posted at least 24 hours, but no more
than 48 hours, in advance of the work. The signs shall be placed no more than 250
feet (76m) apart on each side of the alleys, streets and parking areas and at shorter
intervals if conditions warrant. The Contractor shall provide the signs and shall be
' responsible for adding the dates and hours of closure to the signs. Removal of
signs and furnishing and placing of barricades, if necessary, for posting of signs
shall be provided. All signs shall be removed within 48 hours after the effective
' date.
FAILURE OF THE CONTRACTOR TO MEET AND COMPLETE HIS
DAILY SCHEDULE DUE TO CONDITIONS UNDER HIS CONTROL,
ONCE A STREET HAS BEEN POSTED, AND THE AFORESAID
TIME PROVISIONS FOR CHANGES IN THE SCHEDULE HAVE
SPC06-56 3-5
J
ELAPSED, WILL RESULT IN DAMAGES BEING SUSTAINED BY
THE AGENCY. SUCH DAMAGES ARE AND WILL CONTINUE TO
BE, IMPRACTICAL, AND EXTREMELY DIFFICULTTO DETERMINE.
FOR EACH DAY THE CONTRACTOR FAILS TO MEET AND
COMPLETE THE SCHEDULE AFTER POSTING AND AFTER THE
AFORESAID TIME PROVISION FOR CHANGES IN THE
SCHEDULE HAVE ELAPSED, THE CONTRACTOR SHALL PAY TO
THE AGENCY, OR HAVE WITHHELD MONIES DUE HIM, THE SUM
OF $640 AS LIQUIDATED DAMAGES.
All work shall be scheduled so that all areas are open to traffic between 4:00 p.m.
and 7:00 a.m. the following day. Traffic shall be directed through the project with
warning signs, cones, and flagpersons in a manner that provides maximum safety
for traffic and the workers, and the least interruption of the work.
SECTION 303 - CONCRETE AND MASONRY CONSTRUCTION
303-5 CONCRETE CURB, WALKS, GUTTERS, CROSS GUTTERS, ALLEY
INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS
303-5.1 Requirements. Concrete areas behind sidewalks and driveways
shall be considered as walks.
303-5.1.1 General. Concrete work shall generally consist of the
removal and replacement of existing concrete at the locations
indicated in the Schedule of Work. Limits of the work shall be as
marked by the Engineer.
All new concrete shall be placed within 3-working days after removal
of existing concrete. Each separate but contiguous area of work shall
be considered a portion of the work. Removals shall be scheduled so
that replacement is completed before the weekend. Each portion of
the work where new concrete is not placed within 3 days after removal
of existing concrete or is left open over the weekend shall be subject
to assessment of liquidated damages.
' At the locations where concrete upheaval or cracking has occurred
due to tree roots, the Contractor shall cut or grind the roots to clear
the bottom of the new work a minimum of 6 inches (150mm). Any
' resulting voids shall be filled with approved backfill material,
compacted, and leveled in accordance with the requirements of
subgrade preparation.
' Sidewalks shall be a minimum of 4 inches (100mm) thick. Formed
blockout of sidewalks for tree wells shall be provided where existing
' trees are to remain. Block outs shall be the same size as existing
unless otherwise directed.
1 SPC06-56 3-6
1
Driveway approaches shall be a minimum of 4 inches (100mm) thick
' for residential and 6 inches (150mm) for commercial and shall be
constructed in accordance with APWA Standard Plan 110-0
(excluding curb and gutter). Type "A" shall be constructed as
t specified by the Engineer, 10-foot (3m) width minimum. That area of
driveways shown at a slope of 3 inch (6mm) or 2 inch (13mm) per foot
is considered as sidewalk.
' Wheelchair ramps surface shall not be grooved in a herringbone
pattern.
House walks shall be a minimum of 4 inches (100mm) thick.
' Curbs and gutters shall be a minimum of 6 inches (150mm) thick and
shall be constructed to the same curb face height, batter, gutter width,
and hike-up as the adjacent improvement. Backs of curbs shall be
' vertical.
Removal of existing curb and gutter adjacent to existing asphalt
' concrete street pavement shall include the removal and reconstruction
of the adjacent 2 feet (600mm) of asphalt concrete pavement, unless
otherwise noted in the Schedule of Work or directed by the Engineer.
' Asphalt concrete pavement shall be reconstructed in accordance with
Section 302-5. Asphalt concrete pavement thickness shall be 1 inch
(25mm) greater than existing pavement thickness, and aggregate
base thickness shall be equal to the existing base thickness, except
that a minimum 8-inch (200mm) asphalt concrete pavement over a 4-
inch (100mm) aggregate base is required for all asphalt pavement
' replacement.
Removal of existing sidewalks and driveway approaches adjacent to
' existing asphalt driveways shall include the removal and
reconstruction of the adjacent 2 feet (600mm) of asphalt concrete
pavement, unless otherwise noted in the Schedule of Work or directed
' by the Engineer. Asphalt concrete pavement shall be reconstructed in
accordance with Section 302. Asphalt concrete pavement thickness
shall be 1 inch (25mm) greater than existing pavement thickness, and
' aggregate base thickness shall be equal to the existing base
thickness, except that a minimum 3-inch (75mm) asphalt concrete
pavement over 4-inch (100mm) aggregate base is required for all
' asphalt pavement replacement.
303-5.5.1 General. All concrete work shall be finished in texture,
' scoring, banding, and generally the same manner as the adjacent
existing improvements.
' 303-5.9 Measurement and Payment. Where adjacent asphalt pavement
(including Asphalt Concrete driveways) is required to be removed for
SPC06-56 3-7
construction of curbs, walks, gutters, access ramps, and/or driveways,
' compensation for the reconstruction of pavement shall be included in the
price paid for the item of work for which pavement removal was required, and
no additional compensation will be made therefore.
' Payment for wheelchair ramps shall include removal and construction and
shall be made at unit price bid, including monolithic retaining curb (8-inch
' (200mm) maximum), replacement of AC pavement, saw cutting, and curb
and gutter.
Payment for removal and construction of curb and gutter, walks and
driveways shall be made at the unit price bid as called out in the Bid
Schedule.
SECTION 306 - UNDERGROUND CONDUIT CONSTRUCTION
306-1 OPEN TRENCH OPERATIONS
306-1.1 Trench Excavation
306-1.1.1 General. Add the following:
Where conduit is to be placed within the drip line of existing trees, the
following conditions apply:
A. When the trench excavation is outside five (5) diameters of the
tree trunk measured at 1.5m (4 feet, 9 inches) above grade,
the provisions of Section 300-1.1 apply.
B. When the trench excavation is to encroach within five (5)
diameters of the tree trunk measured at 1.5m (4 feet, 9 inches)
above grade, the excavation in the vicinity of tree roots shall be
by hand, air jet, or water jet to expose affected roots. Conduit
shall be placed beneath the structural tree roots (all roots 2-
inches or larger). No structural root shall be cut without the
express written permission of the Engineer. Any such cutting
shall comply with the provisions of Section 300-1.1.
SECTION 308 - LANDSCAPING AND IRRIGATION INSTALLATION
308-1 GENERAL
All existing lawn and landscape areas disturbed by the Contractor as part of or as a
result of the work shall be prepared and resodded [reseeded] and/or replanted in
kind, except as otherwise designated in the Plans. Existing irrigation systems shall
be repaired and restored to operating condition to the satisfaction of the Engineer.
Contractor shall field verify with Engineer exact location of all irrigation components
SPC06-56
3-8
308-2.3.1 General. Add the following:
After Class A topsoil has been placed and prior to amendment, the
topsoil will be sampled and tested by the Contractor to assure
compliance with the Specifications and approved testing source.
Supplemental tests may be made to assure compliance with
amendment and fertilization specifications. All costs associated with
testing shall be borne by the Contractor.
308-4.8 Lawn Planting.
308-4.8.3 Sod. Add the following:
Grade smooth all surfaces to be sodded. Soil surface should be 3/-
inch below adjacent walks after settling. Roll lightly and fill in all soil
depressions.
Soil shall be level, smooth, and moist before sodding.
308-8 PAYMENT
The text of Subsection 308-8 of the Standard Specifications is hereby deleted and
replaced with the following:
All costs to the Contractor to relocate, repair, replace, or reestablish landscaping
(other than trees) and irrigation and sprinkler systems shall be included in the price
lump-sum bid and shall include full compensation for furnishing all labor, materials,
' tools, and equipment performing all work necessary to complete, establish, and
maintain the landscaping and irrigation work.
SPC06-56
such as, but not limited to, valves, sprinkler heads, piping, etc., prior to start of
construction. All irrigation components shall be protected in place. However, where
there are conflicts with new sidewalks, the water supply lines, valves, and sprinkler
heads shall be modified and adjusted to grade or relocated, as necessary. The
reinstallation of irrigation components shall be performed in the same manner in
which they were originally installed.
Contractor shall not have the existing irrigation system inoperable for more than 48
hours continuously.
308-2 EARTHWORK AND TOPSOIL PLACEMENT
3-9
SECTION 313 - PUBLIC IMPROVEMENTS
' Section 313 is hereby added to the Standard Specifications.
'
313-1 PUBLIC IMPROVEMENT PROJECT SIGN
313-1.1 General. The Contractor shall supply, erect, and maintain a public
'
improvement project sign for the duration of construction according to the
specifications set forth below. The sign is illustrated in the Appendix.
'
313-1.2 Sign Specifications.
Size: 4 feet by 4 feet with a 7-foot clearance above ground level
'
Materials: 3/4 inch (exterior type) plywood (C-C EXT-DFPA grade)
'
Support: 4 inch by 4 inch by 11-foot posts
Mounting: Frame shall be constructed using 2-inch by 6-inch by 8-foot
'
skids centered on each post with a 2 inch by 4 inch by 5 feet 6
inch - 45 degrees brace for each skid and a 2-inch by 6-inch
'
cross strut between the bottom of the posts all of bolted
construction. Plywood panel shall be mounted using 1/4 inch
by 5-inch carriage bolts at 16 inch (max.) oc.
'
Paint: Panel Face: Three coats outdoor enamel (sprayed) Panel
Rear and Frame: Two coats outdoor enamel (sprayed).
'
Colors: Stark White background and Green lettering.
'
Lettering: Silkscreen enamels, Helvetica medium.
Location: The signs shall be placed: One on the northeast corner of
Rush Street and San Gabriel Boulevard; one on the southwest
'
corner of Hellman Avenue and San Gabriel Boulevard; one on
the southwest and one on the northeast corner of Garvey
Avenue and San Gabriel Boulevard.
Disposition: After the Notice of Completion is issued, the sign shall become
'
the property of the Contractor and he shall dispose of the sign
at no expense to the City.
' 313-1.3 Payment for Project Sign. Payment for project sign shall be at the
unit price bid for the project improvement sign.
I The unit price shall include full compensation for all labor, materials, tools,
equipment, and for doing all work involved, including disposing of the sign.
SPC06-56 3-10
1 SPC06-56
SPECIAL PROVISIONS
SIGNING, STRIPING, AND PAVEMENT MARKERS
All equipment, materials, and components for signing and striping, and the installation
thereof, shall conform to the Caltrans Standard Plans, dated May 2006 and Standard
Specifications, Section 56, "Signs," Section 84, "Traffic Stripes and Pavement Markings,"
and Section 85, "Pavement Markers," dated July 1999 except as noted in the Special
Provisions and on the Plans. These Plans and Specifications are hereinafter referred to as
State Standard Plans and State Standard Specifications. Copies of these documents are
available from Caltrans, District 7 office at 100 South Main Street, Los Angeles, California
90012 or from Caltrans, 6002 Folsom Boulevard, Sacramento, California 95819, (916) 445-
3520.
All materials required for the completion of work as shown on the Plans shall be provided
by the Contractor.
SECTION 84 - TRAFFIC STRIPES AND PAVEMENT MARKINGS
84-1 GENERAL
84-1.01 Description. Traffic stripes, pavement markings, and curb marking
shall be paint unless otherwise shown on the Plans. Contractor shall repaint
any curb markings removed by construction under this contract.
84-1.02 Control of Alignment and Layout. The Contractor shall furnish the
necessary control points for all striping and markings, and shall be
responsible for the completeness and accuracy thereof to the satisfaction of
the Engineer.
The Contractor shall establish all traffic striping between these points by
stringline or other method to provide striping that will vary less than 13mm (Y2
inch) in 15m (50 feet) from the specified alignment.
When no previously applied figures, markings, or traffic striping are available
to serve as a guide, suitable layouts shall be spotted in advance of the
permanent paint application. Traffic lines may be spotted by using a rope as
a guide for marking spots every 1.5m (5 feet), by using a marking wheel
mounted on a vehicle, or by any other means satisfactory to the Engineer.
The Contractor shall mark or otherwise delineate the traffic lanes in the new
roadway or portion of roadway, or detour before opening it to traffic.
The Contractor shall provide an experienced technician to supervise the
location, alignment, layout, dimensions, and application of the paint.
SS-1
I
Spotting shall be completed prior to the removal of any existing stripes.
Existing stripes and markings shall be removed prior to painting new stripes
and markings, but in no case shall any section of street be left without the
proper striping for more than 24 hours, or over weekends or holidays.
Existing traffic stripes (including raised pavement markers), pavement
legends, and markings that do not conform to the plans shall be removed by
wet sandblasting per Section 15-2.0213, "Traffic Stripes and Pavement
Markings," and Section 15-2.02C, "Pavement Markers," of the State
Standard Specifications.
84-2 THERMOPLASTIC TRAFFIC STRIPES AND PAVEMENT MARKINGS
84-2.02 Materials. traffic striping shall be thermoplastic including
crosswalks, arrows and other pavement legends.
84-2.05 The installation of traffic stripes includes placement of raised
pavement markers when called for on the plans.
Adhesive for raised pavement markers shall be per Section 85, "Pavement
Markers." Epoxy shall be the Rapid Set type.
84-2.07 Payment. Payment for striping details, pavement markings, and
curb marking shall be included in the price bid for signing and striping, and no
additional compensation will be allowed.
84-3 PAINTED TRAFFIC STRIPES AND PAVEMENT MARKINGS
84-3.02 Materials. Paint for traffic striping shall be rapid dry. Paint for
crosswalks, stop bars, arrows other pavement legends and curb markings
shall be ready-mixed rapid dry type.
Ready-mixed paints shall be suitable for use on either asphalt concrete or
portland cement concrete.
84-3.05 Application. Paint shall be applied in two coats. For those locations
where raised pavement markers are to be installed on painted stripes, paint
shall be applied in two coats.
The second coat of paint shall be applied no less than 24 hours from application of
the first coat.
SPC06-56
The installation of traffic stripes includes placement of raised pavement
markers when called for on the plans.
Adhesive for raised pavement markers shall be per Section 85, "Pavement
Markers." Epoxy shall be the Rapid Set type.
SS-2
84-3.07 Payment. Payment for striping details, pavement markings, and
curb marking shall be included in the price bid for signing and striping, and no
additional compensation will be allowed.
SECTION 85 - PAVEMENT MARKERS
85-1.06 Placement. Adhesive for raised pavement markers shall be rapid
set type epoxy.
Removal of pavement markers shall be per Section 15-2.02C, "Pavement
Markers."
85-1.09 Payment. Payment for pavement markers shall be included in the
lump-sum price bid for signing and striping, and no additional compensation
will be allowed therefor.
SPC06-56 SS-3
1
1
I SPC06-56
APPENDIX I
STANDARD DRAWINGS
^
v
E
E
Ln
U
E
E^
Lo
v
E
E
BATTER 3:12
L
L
A1-150(6) AND
A1- 200(8)
LLI
Z
J
m
U
25 mml
1
'0 mm (3/4") R
BATTER 3:12
BOTH SIDES
W
JE
0//////
D1-150(6) AND
(2525 mm D1-200(8)
^
z
E
N
#13M x 250 mm
E
v
m
150 mm '
® 1200 mm OC
,n
I
E
6 v
(#4 x 10" 0 4' OC)
GROUTED IN PLACE
`o°
BATTER 3:12
U
.
20 mm
75 mm (3")
C1-150(6) AND C1-200(8)
STANDARD PLAN FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
PROMULGATED BY ME METRIC
PU9LGREE 6~5C r INC. CURB AND GUTTER BARRIER 20_~
1984
REV. 1906
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1
A3-150(6) AND A.5-ZUU(b)
NOTES:
1. THE LAST NUMBER IN THE DESIGNATION IS
THE CURB FACE (CF) HEIGHT, mm (INCHES).
2. GUTTER WIDTH, W. IS 600 mm (24")
UNLESS OTHERWISE SPECIFIED.
3. TYPES Al, A2, A3 AND Cl SHALL BE
CONSTRUCTED FROM PCC.
4. TYPE D1 CURB SHALL BE CONSTRUCTED
FROM ASPHALT CONCRETE.
5. TYPE Cl CURB SHALL BE ANCHORED WITH
STEEL DOWELS AS SHOWN OR WITH AN
EPOXY APPROVED BY THE ENGINEER.
6. ALL EXPOSED CORNERS ON PCC CURBS
AND GUTTERS SHALL BE ROUNDED WITH A
15 mm (1/2") RADIUS.
A2-150(6) AND A2-200(8)
STREET SLOPE LESS THAN 4%
GUTTER TRANSITION
PROPERTY LINE
GUTTER TRANSITION
RIDGE
FLOW
FLOW LINE
X
UNE
STIR GR
1BOQmm
(
m 4500 mm (15'
I
0
15000 mm
(5') TYP
I
NORMAL CF
V FR
MINUS 50 mm (2')
FOUR EQUALLY
SPACED DOWELS
FOR CONTACT
JOINTS-SEE NOTE 4
100,
m
(4
0 mm
2
(8^)
LONGITUDINAL
0
GUTTER
I NORMAL CF
MINUS 50 mm
GUTTER ~
mm
SECTION A-
(3) E (3')
LEVEL
TYPICAL CROSS GUTTER PLAN
STREET SLOPE LESS THAN 4%
STREET SLOPE 4% OR GREATER
STREET CENTERUNE
FLOW LINE
I I \~4 I
I
E_CR ECR
PROPERTY PROPERTY
LINE
LINE
TYPICAL CROSS GUTTER PLAN
STREET SLOPE MORE THAN 4%
CURB
1600 mm
E (2')
N
1(
SECTION B-B SECTION C-C
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PLAN
PROMULGATED BY THE STANDARDC
PUB"` E*MKS NSOO STAMOAMS
GREENBG CROSS AND LONGITUDINAL GUTTERS 22_1
I GOYYTlEE
REV. %no
USE WITH S ANDARD SPECIFICATIONS O PUBLIC WORKS CONSTRUCTION SHEET 1 Of 2
SECTION D-D
WEAKENED PLANE JOINT OR
OPTIONAL CONTACT JOINT
PER NOTES 1,2, AND 3
WEAKENED PLANE JOINTS
PER NOTES 1 ANO~
mI
-
CUD
00 mrt
~ j 15
WEAKENED PLANE JOIN(5) TYP
PER NOTES 1 AND 2 1500 mm
(5) TYP
GUTTER
TYPICAL JOINT PLAN
JOINT NEEDED WHEN
W = 14 m (46') OR MORE
-CROSS GUTTER
NOTES:
1. WEAKENED PLANE AND/OR CONTACT JOINTS SHALL BE PLACED IN CURB AND
GUTTER AT LOCATIONS SHOWN ON THE TYPICAL JOINT PLAN HEREON.
2. WEAKENED PLANE JOINTS SHALL BE PLASTIC CONTROL JOINTS OR 40 mm
1-1/2") DEEP SAW CUTS. CONCRETE SAWING SHALL TAKE PLACE WITHIN
4 HOURS AFTER CONCRETE IS PLACED.
3. DOWELS FOR CONTACT JOINTS SHALL BE #13M BARS 450 mm LONG
(#4 BARS 18" LONG).
4. PLACE A WEAKENED PLANE OR CONTACT JOINT WHERE LONGITUDINAL ALLEY
GUTTER JOINS CONCRETE ALLEY INTERSECTION.
5. ALL EXPOSED CORNERS ON PCC GUTTERS SHALL BE ROUNDED WITH 15 mm
(1/2") RADIUS.
6. CONCRETE SHALL BE INTEGRAL WITH CURB UNLESS OTHERWISE SPECIFIED.
\.Brow-
1200 mm G
(4') RIDGE 27
FLOW LINE
Q lEC 8.37 5V 1 A
1200 mm ~ \ OG
(4') RIDGE L9 _ EC
F
R ~ I \ oG R
BC FLOW LINE BC
STANDARD APPROACH
1 SEE NOTE 2 1
d1 I d2
SECTION SECTION
A-A B-B
ANGLED APPROACH
W, mm
2400
3000
4500
6000
1
7500
8'
10'
15'
20'
(25')
d1, mm
100
125
188
250
313
A
MAX
0.33'
0.42'
0.63'
0.83'
1.04'
d2, mm
50
75
75
75
75
MIN
0.17'
0.25'
025'
0.25'
0.25'
_
0.25NOTES:
1. FOR CASE A, THE RADIUS OF THE CURB RETURN, R. IS EQUAL TO THE PARKWAY WIDTH.
2. ALLEY INTERSECTION SHALL BE PCC, CLASS 310-C-17 (520-C-2500), 150 mm (6") THICK.
CURB SHALL BE INTERGRAL TYPE "A".
3. ASTERISKS, SHOW MAXIMUM GRADES.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
RD PLAanawLeAho By TK T IC
PUaUC WORKS STANDARDS nu.
a~.D K cowirm ALLEY INTERSECTION
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 1 OF 1
L-1
FRAME do COVER PER SPPWC 632
75 mm (3") MAX
750 mm
ADJUSTING
RINGS AS o
(30") DIA
REQUIRED
co
z
z
+ 0
e
U
•
v
to
it
L
E
E
0
SHELF 50"mm
INLET
mm
d
PCC BASE. 330-B-33
(560-8-3250) UNDISTURBED EARTH
SECTION A-A
OUTLET
100 mm
(4') MIN
mm
SHELF SLOPE
1:12
TAR
•
SECTION B-B
:EPT AS SHOWN HEREON, MANHOLES I
ALL CONFORM TO SPPWC 200.
V
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
PROMULGATED BY THE METRIC
PUBLIC MWORKS BO STANDARDS INC..
RECAST CONCRETE SHALLOW MANHOLE
CREF7IBO CO►IYIT7EE
1291 201-1
19
REv. 2005
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 1
225
1
1
16 =0'vT0 17'-0'
(21-1/2'
) (/7
(3'-6"
(28")
(Ipe)
(4'-6'
5.20m TO 5.50m
17'-0' TO 18'-0"
570mm
221/2'
/25M
(#8)
1.40m
4'-6"
750mm
29
/25M
1.40m
{4'-6"
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGATED BY THE
SUPPORTS FOR CONDUITS
STANDARD PLAN
METRIC
PUBLIC WOWS STAOARDS Wc. cowulrtEE
ACROSS TRENCHES
224-1
1964
REV. 199!
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
I
SHEET 1 0
CASE 2
CONCRETE WALL
TO
OPTIONAL
CONSTRUCTION
JOINT--"
,A ,
a •q ~ a
CONDUIT THROUGH
WALL TYPE "A'
WALL SECTION
d
J
NOTES
N_
OIA OPENINGS 1' THE SUPPORTING WALL SHALL HAVE A
100 mm (4 FIRM BEARING ON THE SUBGRADE AND
AGAINST THE SLIDES OF THE EXCAVATION.
2. ANY CONDUIT PASSING THROUGH THE
WALL SHALL HAVE 50 mm (2") CLEARANCE
FROM THE WALL.
3. 100 mm (4') DIA OPENING THROUGH THE
WALL AT 600 mm (2') OC HORIZONTALLY
AND AT 1.5 m (5') OC VERTICALLY SHALL
BE PROVIDED TO PREVENT UNEQUAL PRESSURE
CASE 3 RESULTING FROM JETTED BACKFILL.
DUCTILE IRON PIPE 4. M SUPPORTED PIPE IS BEDDED IN CONCRETE,
MINIMUM THICKNESS OF WALL SHALL EQUAL
BEDDING WIDTH.
5. BRICK WITH MORTAR JOINTS MAY BE
E
USED IN LIEU OF CONCRETE FOR WALLS
-4, UP TO 1.5 m (5') IN HEIGHT OR LENGTH.
DUCTILE
,.JOINT (SEE NOTE 2)
EXISTING ACID. RCP,
CIP. OR CLAY PIPE
CONCRETE
(8") MIN
1
NOTE
E~
SECTION E-E g
l
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PPORTS FOR
CONDUITS
ACROSS
TRENCH
224-1
FOR CLAY PIPE SEWERS
CUT EXST PIPE AND JOIN
WITH TYPE "D" JOINTS WITH
ADAPTER RING, IF REQUIRED
ON EACH SIDE OF TRENCH
OR REMOVE TO NEAREST
JOINT BEYOND NOTES
1. 100-D (2000-D) SPUN RCP OF SAME
DIAMETER AS THE EXISTING PIPE MAY BE
USED ONLY WHEN THE EXISTING PIPE IS
ACP, NRCP OR RCP AND THE
TRENCH WIDTH IS 1.5 m (5') OR LESS.
2. THE CONCRETE COLLAR JOINT SHALL BE
USED FOR JOINTS IN STORM DRAIN PIPE.
ALLOWABLE SPANS AND MIN. REQUIRED
BEARING FOR DUCTILE IRON PIPE
DEPTH OF
6 PIPE
200 mm 8 PIPE
250 mm
10 PIPE
COVER
Min)
Max
B Min
S (max)
El (Min)
0m TO2.45m
0" TO 8'-0"
P35
0.5m
1'-6'
4.10m
13'-6"
0.5m
1'-6"
5.03m
16'-6"
0.6m
2'-0"
2.45 m TO 4.90m
8'-0' TO 16'-0'
0.5 m
1'-6"
3.00 m
-
0.6 m
-
3.66 m
1 -
0.6 m
2'0"
4.90 m T .60m
16'-0" TO 25'-0'
0.5 m
1'-6"
2.75 m
9'-0"
0.6 m
-0")
3.20 m
1 10'-6'
0.75 m
2'-6`
COLUMN SUPPORT WITH REINFORCED CONCRETE BEAM
CASE 4
EXISTING CONDUIT
TO BE SUPPORTED
300 mm x 300 mfr
(12" x 12")
COLUMN
4-#19M (#6) BARE
#10M O 300 mm
(#3 O 12") TIES--r
#13M (#4) BARS O
300 mm (12")
BOTH WAYS
305 mm (12") MIN;
PIPE CONDUIT
H
(SEE NOTE
,SEE NOTE 6)
-100 mm (4") DIA SLEEVE #13M (#4) BARS O
IN PRECAST BEAM TO BE 300 mm (12") 807
- FILLED WITH CLASS "C" WAYS
MORTAR
EZ E? COLUMN SUPPPORT
E2 EXISTING CONDUIT M E~ BEAM WIDTH 2 X T
D~ TO BE SUPPORTED cv Sim (MIN 600 mm
► R.C. BOX CONDUIT
mm x 300 mm
x 12")
E \ ",-4-#19M (#6) BARS
r r #10M (#3) O
T 300 mm (12")
T /71 TIES
SECTION F-F
NOTES
1. SPAN "S" SHALL BE MAXIMUM 5.5 m (18') FOR EARTH COVER 2.45 m (8') OR LESS, 3.65 m (12') FOR EARTH
COVER 4.9 m (16') OR LESS, AND 3.0 m (10') FOR OVER 4.9 m (16') EARTH COVER.
2. CONCRETE SHALL BE CLASS 330-C-23 (560-B-3250).
3. WHEN THE PIPE TO BE SUPPORTED CROSSES THE TRENCH ON A SKEW ANGLE, THE WALL OR BEAM WHICH SUPPORTS THE
COLUMN SHALL BE CONSTRUCTED AT RIGHT ANGLE TO THE TRENCH.
4. SUPPORT SYSTEM MAY BE USED OVER CAST-IN-PLACE STRUCTURES.
5. BACKFILL ABOVE THE SUPPORT BEAM SHALL NOT BE PLACED UNTIL 72 HOURS AFTER THE SUPPORT IS POURED.
6. REINFORCED CONCRETE BEAM DIMENSIONED AND REINFORCED PER TABLE UNDER CASE 1.
GENERAL NOTES
1. "S" IS THE SPAN OF THE PIPE SUPPORT MEASURED ALONG ITS CENTERLINE.
2. "B" IS THE LENGTH OF BEARING OF THE SUPPORT AGAINST UNDISTURBED EARTH MEASURED ALONG THE PIPE CENTERLINE.
3. CASE 2 SHALL BE USED FOR PARTIAL CROSSINGS, EXCEPT THAT WHERE THE DISTANCE FROM A SEWER CHIMNEY TO UN-
DISTURBED EARTH IS 450 mm (18") OR LESS, THE TRENCH BACKFILL MAY BE DENSIFIED TO 450 mm (18")
ABOVE A HOUSE CONNECTION SEWER AND THEN RE-EXCAVATED FOR THE PIPE INSTALLATION.
4. ANY SEWER OR STORM DRAIN EXPOSED OR PARTIALLY EXPOSED IN A TUNNEL EXCAVATION SHALL BE SUPPORTED WITH A
WALL, CASE 2.
5. IF BEDDING IS REMOVED FROM THE EXISTING PIPE THAT WILL REMAIN IN PLACE, THE PIPE SHALL BE EMBEDDED WITH
CONCRETE AT NO EXTRA COST TO THE AGENCY.
6. UNLESS OTHERWISE INDICATED, CONCRETE SHALL BE CLASS 265-C-14 (450-C-2000).
1
CROSSING PIPE WALL
(DIAMETER OF PIPE = D 1)
OPTIONAL SIDE OF
BLANKET (TYP)
CONCRETE BLANKET
CLASS 265-C-14
(450-C-2000) CONCRETE
(SEE NOTE 3)
~2
1 (TYP)
Z=Oo/2FOR0>375mm(1
~ 3Lb /4 FORD < 375 mm
UNDISTURBED EARTH (TYP) 150 mm
EXISTING PIPE MIN
OUTSIDE OF PIPE BELL T
CONCRETE BLANKET
(FOR EXISTING PIPES CROSSED OVER BY A NEW PIPE)
NOTES:
1. CONCRETE BLANKET IS REQUIRED WHEN THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE
AND THE BOTTOM OF THE CROSSING PIPE IS LESS THAN 450 mm (18").
2. Y D /6 `150 mm 6" MIN . WHERE THE CLEARANCE BETWEEN THE TOP OF THE EXISTING PIPE AND
n Dior IC 1 ccC THeu Y THE f oNCRFTF SHALL BE PLACED BETWEEN THE
3. X DQ, MINIMUM, TO PROVIDE BEDDING MATERIAL FOR THE CROSSING CONDUIT. WHEN X IS LESS
THAN PHIS MINIMUM, THE ENTIRE TOP SURFACE OF THE BLANKET SHALL BE RAISED TO MAKE CONTACT
WITH THE LOWER 90' OF THE CROSSING PIPE.
4. THE BLANKET SHALL EXTEND LONGITUDINALLY TO THE FIRST JOINT BEYOND THE TRENCH EXCAVATION
AT EACH END OF THE BLANKET, EXCEPT THAT THE BLANKET NEED NOT BE EXTENDED MORE THAN 1.2 m
(4') BEYOND THE TRENCH.
5. WHENEVER A PIPE BELL IS ENCOUNTERED WITHIN THE LIMITS OF THE BLANKET, ALL DIMENSIONS SHALL
REFER TO THE BELL.
INVERT SLAB OF ARCH OR BOX 150
SECTION (CROSSING CONDUIT) (6
UNDISTURBED EARTH-
EXISTING PIPE-
OUTSIDE OF PIPE BELL-
X50 mm (2") THICK STYROFOAM OR
OTHER APPROVED COMPRESSIBLE
MATERIAL
MINIMUM
COMPRESSIBLE BLANKET
(FOR EXISTING PIPES CROSSED OVER BY A NEW BOX OR ARCH)
NOTES: COM
EN TH
LEARANCE
UIRED
BLE
BLAN
F THE 1 P PEPANDSITHE BO TOM OFSTHEOC ROSSIWHEN CO DUITC(BOX OR ARCH)IS LESSETHTOP AN 0450 mmE(1g
2. THE BLANKET SHALL EXTEND LONGITUDINALLY FOR THE FULL CROSSING CONDUIT TRENCH WIDTH.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGA7E0 BY ME Mt IKI
PU6UC M01MS STANDAI TEnSE INC.
CREEN8001C C0IAMI BLANKET PROTECTION FOR PIPES 225-1
1964
1mv. 1996 .,r..r~n.r~n.~o rno o,mi it wnm6cC rnNeTRIIrT1ON SHFFT 1 OF 1
/13M O 300 mm (/4 O
EACH WAY
5 mm (1/4') R
is rtrtn
~(3R
mm
MAX
FACE PLATE
ASSEMBLY
STREET, GUTTER,
OR LOCAL DEPRESSION
E
N
E
+
,n
w
Q
`F
t`
O)
Q:
u
- ---t - -
OPTIONAL SUBGRADE
SECTION A- A
PLAN
STRU
WALL ANC
MAX MAX t
W V
200 mm 8'
F y13M p4
-,90'
E
h~
r
DOWEL DETAIL
AL DATA
DIMENSIONS AND
REQUIREMENTS
REINFORCEMENT
tF REQUIRED IN
WALL
WALL
~I-~+tl
Irv NLL
1.0 m (3.5'
2.4 m (8')
150 mm (6')
150 mm (6')
1.0 m (3.5'
3.5 m (12')
200 mm(8')
200 mm (B')
N R R
0 E E
2.0 m (7')
1.8 m (6
150 mm (6')
150 mm (6')
I 0
U
2.0 m (7')
3.5 m (12')
200 mm (8")
200 mm (8")
N
F I
4.0 m (14')
1.2 m (4')
150 mm (6")
150 mm (6")
R
E
O R
R E
4 m (8')
2
150 mm (6")
200 mm (8")
I
C D
.
4.0 m (14')
3.5 m (12')
200 mm (8")
250 mm (10'
F
N
E
M
c
1.2 m (4')
150 mm (6")
150 mm (6")
R
E
E
(6')
8
150 mm (6")
200 mm (8")
N
O
0
1.
m
E
T
U
0
'
'
'
I
c1
2.4 m (8
)
200 mm (8
200 mm (8
)
M
R
E
3.0 m (10')
200 mm (8'
250 mm (10'
N
E
go
3.5 m (12')
200 mm (8"
250 mm (10'
D
T
FOR W>9rn(28'), V > 3.5 m (12') OR B > 1.2 m (4') SEE PLANS
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
PROMULGATED BY TIME
PU~GREENBOOK Owur EEE INC.,
CURB OPENING CATCH BASIN
METRIC
300-2
1904
REV. 1922. 1996
USE NTH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET 1 O
NOTES:
1. WHERE THE BASIN IS TO BE
SIDEWALK OR IS CONTIGUOUS
LIMITS OF EXISTING OR PROPOSED
TOP SLAB OF THE BASIN MAY BE
'PARATELY. USING THE SAME CLAS'P SAWCUT CONTINUOUSLY AROUND
INCLUDING ACROSS THE FULL WIDTH
SHALL CONFORM IN SLOPE, GRADE,
CURB AND WALK ADJACENT TO THE
2. ALL CURVED CONCRETE SURFACES SHALL BE FORMED BY CURVED FORMS, AND SHALL NOT BE
SHAPED BY PLASTERING.
3. FLOOR OF BASIN SHALL BE GIVEN A STEEL TROWEL FINISH AND SHALL HAVE A LONGITUDINAL
AND LATERAL SLOPE OF 1:12 MINIMUM AND 1:3 MAXIMUM, EXCEPT WHERE THE GUTTER GRADE
EXCEEDS 8%, IN WHICH CASE THE LONGITUDINAL SLOPE OF THE FLOOR SHALL BE
THE SAME AS THE GUTTER GRADE. SLOPE FLOOR FROM ALL DIRECTIONS TO THE OUTLET.
4_ DIMENSIONS:
B = 970 mm (3'-2")
V = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE CATCH BASIN AT THE OUTLET = 1.35 m (4.5').
VU= THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT AT
THE UPSTREAM END OF THE BASIN, AND SHALL BE DETERMINED BY THE REQUIREMENTS
OF NOTE 3, BUT SHALL NOT BE LESS THAN CURB FACE PLUS 300 mm (12").
VI = THE DIFFERENCE IN ELEVATION BETWEEN THE TOP OF THE CURB AND THE INVERT OF
THE INLET, NOTED ON THE PLANS.
H = NOTED ON THE PLANS.
W = NOTED ON THE PLANS.
A = THE ANGLE, IN DEGREES, INTERCEPTED BY THE CENTERLINE OF THE CONNECTOR PIPE
AND THE CATCH BASIN WALL TO WHICH THE CONNECTOR PIPE IS ATTACHED.
5. PLACE CONNECTOR PIPES AS INDICATED ON THE PLANS. UNLESS OTHERWISE SPECIFIED,
BASIN CONNECTION IN ANY CASE
BE CONSTRUCTED TO AVOID
6. STEPS SHALL BE LOCATED AS SHOWN. IF THE CONNECTOR PIPE INTERFERES WITH THE STEPS,
THEY SHALL BE LOCATED AT THE CENTERLINE OF THE DOWNSTREAM END WALL. STEPS SHALL
BE SPACED 300 mm (12") APART. THE TOP STEP SHALL BE 175 mm (7" BELOW THE TOP OF THE
MANHOLE AND PROJECT 65 mm (2-1/2"). ALL OTHER STEPS SHALL PROJECT 130 mm (5").
7. DOWELS ARE REQUIRED AT EACH CORNER AND AT 2 m (7') ON CENTER (MAXIMUM) ALONG THE
BACK WALL.
8. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN:
308 MONOLITHIC CATCH BASIN CONNECTION
309 CATCH BASIN REINFORCEMENT
310 CATCH BASIN FACE PLATE ASSEMBLY AND PROTECTION BAR
312 CATCH BASIN MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STA METRIC LAN
300-2
CURB OPENING CATCH BASIN
SHEET 2 OF 2
1
1
1
1
r--Mw- A
CASE A F------l CURB OPENING
I WD I CATCH BASIN PLAN
600 mm (2) MERE NO EXST GUTTER
CURB FACE
POINT A POINT B POINT C S POINT D
rPOINT E
STRAI ~ TRq~G ~
~?-P\G~OG~ P of RID~ET GRADE ~q(`~rF9.
S I n
POINT F B POINT G
N K A ~ L N
- I FLOW -
FLOW OPEN F-
POINT D PROFILE
POINT A POINT B POINT C
F 1 CURB OPENING
I WD I CATCH BASIN PLAN
CASE B c
POINT A POINT B POINT C ~q POINT D
POINT E - -
POINT F C POINT G
N L L N
FLOW I I FLOW
OPEN
POINT A POINT 0
POINT 8 POINT C PROFILE
r }
w 0 J
0 C'4 0 Do I
J OI Q
u) CN
> >
SECTION A-A SECTION B-B SECTION C-C
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
STANDARD PLAN
PROMULGATED BY THE METRIC
PUBLIC "MKS STANDARDS INC,
GREEN6GON OGMMI,,U LOCAL DEPRESSIONS AT CATCH BASINS
313-2
7964
REV. 1996, 2006
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF 4
1
1
CASE C
POINT
_ POINT E
POINT
N
CASE D
CURB-SIDE WD ~D CURB-OPENING
GRATING CATCH BASIN w/
CATCH BASIN GRATING
POINT B
1 t POINT D/
I POINT C
L
POINT A" POINT
T E GRATING-
& DEBRIS
SKIMMER
m
POINT
L
PLAN
N
r-amwD rE
w-
F---------- CURB OPENING PLAN
wD I CATCH BASIN
POINT C SI,~ POINT D
MANHOLE y ctrl
J_j IN STREET
I % I N STRAIGHT Gf
N K VALLEY
D
GRATE OR MANHOLE
OPEN
POINT A POINT B
POINT G
L N
POINT D-' PROFILE
C
}
r w
>I ~ e
SECTION E-E
SECTION D-D
I 1 CURB OPENING
CASE E C wl ~ CATCH BASIN PLAN
r~ I
POINT B
POINT C
POINT E ~C STRAIGHT GRADE
VALLEY
K K
CASE F w D r_mmmC PLAN
CURB-SIDE CURB-OPENING
STRAIGHT GRADE GRATING CATCH BASIN w/ STRAIGHT GRADE
VALLEY CATCH BASIN GRATING VALLEY
POINT E
POINT P
K•
CASE G
STRAIGHT GRADE
VALLEY POINT B (CASE F AND
ji-,
POINT 8 (CASE
POINT C'
POINT 8 MANHOLE - - - -
POINT E J IN STREET
POINT P POINT S ~C
K GRATING K
do DEBRIS
SKIMMER
POINT C
L►C
K
----------i
I wn I
OPEN
POINT C (CASE E AND G)-
POINT C (CASE
r-sowC
CURB OPENING PLAN
CATCH BASIN
STRAIGHT GRADE
VALLEY - - - -
PROFILE
CASES E, F, G
NOTES:
1. ALL EXPOSED EDGES SHALL BE ROUNDED TO A 15 mm (1/2") RADIUS.
2. THE CURB FACE AT POINTS A AND D SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB.
AT POINTS B AND C, THE CURB FACE SHALL BE THE NORMAL CURB FACE OF THE ADJACENT CURB
PLUS H (SEE APPLICABLE CATCH BASIN STANDARD PLAN.)
3. IN EXISTING STREETS WHERE NO PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE PLANS,
THE ELEVATION OF THE OUTER EDGE OF THE LOCAL DEPRESSION SHALL MEET THE FINISHED
STREET SURFACE.
4. IN NEW STREETS OR IN EXISTING STREETS WHERE PAVEMENT RECONSTRUCTION IS SPECIFIED ON THE
PLANS:
THE ELEVATIONS OF POINTS F AND G SHALL BE SET H1 HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS A AND D, RESPECTIVELY.
THE ELEVATIONS OF POINTS P AND R SHALL BE SET H2 HIGHER THAN THE GUTTER FLOW LINE
ELEVATIONS AT POINTS B AND C, RESPECTIVELY.
THE ELEVATION OF POINT S SHALL BE SET H2 HIGHER THAN THE ELEVATION AT THE NEAREST GUTTER
FLOW LINE.
WHERE THERE IS NO GUTTER ADJACENT TO THE LOCAL DEPRESSION, THE ELEVATiON OF POINT E
SHALL BE SET H3 HIGHER THAN THE ELEVATION AT THE NEAREST TOE OF CURB.
5. DIMENSIONS:
H, HI, H2 AND H3 SHALL BE AS NOTED ON THE PLANS.
G = 600 mm (24")
K = 1500 mm (5-0")
L = 1800 mm (6'-0")
M = 1200 mm (4'-0")
N = 1500 mm (5'-0")
WD = CATCH BASIN W FOR SINGLE CATCH BASIN OR DISTANCE BETWEEN EXTREME END WALLS FOR
MULTIPLE CATCH BASINS.
E B
EDGES TO BE ROUNDED
TO 75 mm (3") R
H
7~
E;
m
A A
I
J R = I D
OF SPUR t
150 mm (6")
_ MIN
F I - - _ I ALL STEEL REINF #13M
r 0 100 mm (14 0 4") OC
B
PLAN
(SHAFT NOT SHOWN)
ST
REET GRADE MANHOLE FRAME
CONCRETE RINGS
AND COVER PER
PER SPPWC 324 -
610 mm
SPPWC 630
OMIT THIS STEP
J 24
IN PAVED STREETS
MANHOLE
`
Q
SHAFT PER
225 mm (9
)
SPPWC 324
400 mm (16") FOR
E
w
w
PAVED STREETS,
0
it E~
t
F
l 900 mm (3'-0")
650 mm (2'-2")
~TOrcre rno iw_
125 mm x 50 mm (5"x2") PIPE SEAT
- ROUND EDGES
OF INLETS
- ROUND EDGES
INLET ELEVATION
APPLIES AT THIS
POINT
SECTION A- A
STATION LINE 900 mm (3'-0")
200 mm (8")
r 450 mm (18")
mm (Y)
E 1
I
-L I
200 mm (8 , 100 mm (4")
1 200 mm
200 mm (B")
STREET GRADE
r-125 mm x 25 I
f NW
00 1 -1 i-
1
Q O
E Z
E _ w
SECTION C-C
OPTIONAL BOTTOM---~ GRADE POINTS,
SEE NOTE 5
SECTION B-B
TABLE OF VALUES FOR M SEE NOTE 1
PAVED STREET
UNPAVED STREET
SECTION
MAX MIN
MAX
MIN
A-a
867 mm 2'-t0 1 2'
1060 mm (3'-6-)
-
2B2 mm 11' 217 mm 8 1/2-)
410 mm 16"
380 mm (15")
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SHEET 1 OF DETAIL "N" PLAN
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGATED BY THE PIPE TO PIPE (ONE OR BOTH STANDARD PLAN
PUBUC WORKS STAt10/~ROS 14C. MANHOLE METRIC
OREEMBOgc COMMITTEE MAIN LINE ID'S 825 mm (33m) OR SMALLER) 321-1
REV. Ma
(RINGS AND COVER NOT SHOWN)
SEE NOTE 1
N OTES
1. WHEN DEPTH M FROM STREET GRADE TO THE TOP OF THE BOX IS LESS
THAN 867 mm (2'-10 1/2") FOR PAVED STREETS OR 1060 mm (3'-6") FOR
UNPAVED STREETS, CONSTRUCT SHAFT PER SECTION C-C AND DETAIL "N".
DEPTH M MAY BE REDUCED TO AN ABSOLUTE LIMIT OF 150 mm (6") WHEN
LARGER VALUES OF M WOULD REDUCE H IN SECTION C-C TO 1060 mm (3'-6")
OR LESS.
2. H (IN SECTION A-A AND B-B) SHALL NOT BE LESS THAN 1.2 m (4'-0"),
BUT MAY BE INCREASED PROVIDED THAT THE VALUE OF M SHALL NOT
BE LESS THAN THE MINIMUM SPECIFIED AND THAT THE REDUCER SHALL
BE USED. FOR H (IN SECTION C-C) SEE NOTE 1.
3. L SHALL BE 1.2 m (4'-0") UNLESS OTHERWISE SHOWN. L MAY BE INCREASED
OR LOCATION OF MANHOLE SHIFTED TO MEET PIPE ENDS, BUT ANY
CHANGE IN LOCATION OF THE SPUR MUST BE APPROVED BY THE ENGINEER.
4. T SHALL BE 200 mm (8") FOR VALUES OF H UP TO AND INCLUDING 2.4 m
(8'-0") AND 250 mm (10 ) FOR VALUES OF H OVER 2.4 m (8'-0").
5. STATIONS OF MANHOLES SHOWN ON PLANS APPLY AT CENTERLINE
OF SHAFT. ELEVATIONS ARE SHOWN AT CENTERLINE OF SHAFT AND
REFER TO THE PROLONGED INVERT GRADE LINES. SEE NOTE 3.
6. REINFORCEMENT SHALL CONFORM TO ASTM A 615M, GRADE 300 (ASTM A 615,
GRADE 40), AND SHALL TERMINATE 40 mm (1 1/2") CLEAR OF CONCRETE
SURFACES UNLESS OTHERWISE SHOWN.
7. FLOOR OF MANHOLE SHALL BE STEEL TROWELED TO SPRING LINE.
8. BODY OF MANHOLE SHALL BE POURED IN ONE CONTINUOUS OPERATION
EXCEPT THAT A CONSTRUCTION JOINT WITH A LONGITUDINAL KEYWAY
MAY BE PLACED AT SPRING LINE.
9. THICKNESS OF THE DECK SHALL VARY WHEN NECESSARY TO PROVIDE
A LEVEL SEAT BUT SHALL NOT BE LESS THAN 200 mm (8").
10. STEPS SHALL CONFORM TO SPPWC 635 OR 636. UNLESS OTHERWISE
SHOWN, STEPS SHALL BE UNIFORMLY SPACED 350 mm (14") TO 375 mm (15") OC.
THE LOWEST STEP SHALL NOT BE MORE THAN 600 mm (24") ABOVE THE LEDGE
AT THE SIDE OF THE MANHOLE.
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
321-1
11. THE FOLLOWING CRITERIA SHALL BE USED FOR THIS MANHOLE:
A. MAIN LINE = 825 mm (33") INSIDE DIAMETER OR LESS. (EXCEPTION -
IF THE MAIN LINE RCP DOWNSTREAM OF THE MANHOLE IS 900 mm (36")
TO 1050 mm (42") INSIDE DIAMETER AND THE MAIN LINE RCP UPSTREAM IS
825 mm (33") OR LESS.) SPPWC 320 OR 322 IS NOT APPLICABLE WHERE
THE MAIN LINE CONDUIT IS LESS THAN 900 mm (36") IN DIAMETER.
B. SEE SECTION A - A. THE MAXIMUM SIZE LATERAL THAT MAY BE
CONNECTED TO THIS MANHOLE IS SUCH THAT THE DISTANCE FROM THE
OUTSIDE (TOP) OF THE LATERAL TO THE BOTTOM OF THE 200 mm (8")
THICK TOP OF THE MANHOLE CHAMBER, MEASURED VERTICALLY FROM
THE END OF THE RCP, SHALL BE A MINIMUM OF 150 mm (6").
C. IF THE SIZE OF THE LATERAL IS SUCH THAT THE ABOVE-SPECIFIED
MINIMUM DISTANCES CANNOT BE MAINTAINED, THEN ONE OF THE
FOLLOWING ALTERNATE SOLUTIONS MUST BE USED.
1. PROVIDE A SPECIAL STRUCTURE.
2. PROVIDE TWO STANDARD STRUCTURES, CONSISTING OF THIS
MANHOLE PLACED UPSTREAM OR DOWNSTREAM FROM THE APPLICABLE
JUNCTION STRUCTURE OR TRANSITION STRUCTURE.
12. MANHOLE FRAME AND COVER SHALL CONFORM TO SPPWC 630
UNLESS OTHERWISE SHOWN.
13. MANHOLE SHAFT SHALL CONFORM TO SPPWC 324 UNLESS
OTHERWISE SHOWN.
14. WHERE A MANHOLE SHAFT - 900 mm (36") WITHOUT REDUCER IS
SPECIFIED REFER TO SPPWC 336.
15. WHERE A PRESSURE MANHOLE SHAFT - WITH ECCENTRIC REDUCER IS
SPECIFIED REFER TO SPPWC 328.
16. WHERE A PRESSURE MANHOLE SHAFT - 914 mm (36") WITHOUT REDUCER
IS SPECIFIED REFER TO SPPWC 329.
17. THE FOLLOWING SPPWC ARE INCORPORATED HEREIN:
324 MANHOLE SHAFT - WITH ECCENTRIC REDUCER
326 MANHOLE SHAFT - 900 mm (36") WITHOUT REDUCER
328 PRESSURE MANHOLE SHAFT - WITH ECCENTRIC
329 PRESSURE MANHOLE SHAFT - 914 mm (36") WITHOUT REDUCER
630 610 mm (24") MANHOLE FRAME AND COVER
633 914 mm (36") MANHOLE FRAME AND COVER
635 STEEL STEP
636 POLYPROPYLENE PLASTIC STEP
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
321-1
80 mm
N
E
E
0 ---I I
j ~ I I I
I
t I
I
(ROUND
(EDGE
I TO 75 mm APE
I
I
I 1
I
r---+-
REINFORCING STEEL
80 mm 3" MI \
SPRING
LINE / \
I ROUND - 1
I 1 EDGES
t~ ELIS /
UNDISTURBED
EARTH H H
SECTION Z- Z
i
1 1 -I ~ W.l
I 1 80 mm SEE
C LATERAL/
CONNECTOR PIPE
10M 0 3 OR R /44 O 18")
C TIE BARS
E AND F BARS
16M O 75 mm
015 0 3") OC,
SEE NOTE 8
DINT
R PIPE TABLE OF
3 VALUES FOR T
B T
SEE NOTE 3
PLAN
~IiC OM O 450 mm
(l3 OR #4 18")
TIE BAR R
G BARS J13M O 150 mm
(#4 O 6) OC F-1
BARS 1'
80 mm
F BARS #16M (~!5)
O 75 mm (3) t5C
CONCRETE CRADLE,
265-C-14 (450-C-2000),
SEE NOTE 9
BARS
BARS
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PRO►RIlcA7FD By THE
rueuc NORICS 3TAN
ARO
INC
JUNCTION STRUCTURE-PIPE TO PIPE
STANDARD PLAN
METRIC
.
0
3
OREEMa0 COU,6T,EE
19a4
19
INLET ID D 600 mm 24 OR OD > 1/2 MAIN LINE ID
331-2
REV
1996
1999
.
,
USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION
SHEET 1 OF 21
SECTION M-M
1
1
NOTES
1. THIS JUNCTION STRUCTURE SHALL BE USED WHEN THE OUTSIDE DIAMETER
OF THE LATERAL IS GREATER THAN 1 /2 THE INSIDE DIAMETER D OF THE
MAIN LINE; OR WHEN THE INSIDE DIAMETER B OF THE LATERAL IS GREATER
THAN 600 mm (24"). B SHALL NOT EXCEED 0.75 D OR 975 mm (39").
2. IF THE MAIN LINE IS A REINFORCED MONOLITHIC ARCH STORM DRAIN,
D SHALL REFER TO THE CLEAR SPAN OF THE ARCH. REINFORCING STEEL
SHALL BE CUT AND BENT INTO THE JUNCTION STRUCTURE IN THE SAME
MANNER AS FOR A PIPE. A CONCRETE CRADLE IS NOT REQUIRED FOR A
REINFORCED MONOLITHIC ARCH.
3. STATIONS SHOWN ON THE PLANS FOR LATERALS APPLY AT THE
INTERSECTION OF CENTERLINES OF MAIN LINE AND LATERAL. STATIONS
SHOWN ON THE PLANS FOR CATCH BASIN CONNECTOR PIPES
APPLY AT THE INTERSECTION OF THE INSIDE WALL OF THE MAIN LINE WITH
THE CONNECTOR PIPE CENTERLINE.
4. VALUES FOR A, B, C AND D SHALL BE SHOWN ON THE PLANS.
ELEVATION R AND ELEVATION S SHALL BE SHOWN ONLY WHEN REQUIRED PER
NOTE 5.
5. o. ELEVATIONS R AND S NEED NOT BE SHOWN ON THE PLANS
IF THE INLET PIPE IS TO ENTER THE MAIN LINE RADIALLY.
b. ELEVATION R SHALL BE SHOWN ON THE PLANS ONLY IF A
STUB IS TO BE PROVIDED IN THE MAIN LINE FOR FUTURE CONNECTION
OF AN INLET PIPE.
c. ELEVATION S SHALL BE SHOWN ON THE PLANS IF AN INLET
PIPE IS TO ENTER THE MAIN LINE OTHER THAN RADIALLY. INLET PIPE
SHALL BE LAID ON A STRAIGHT GRADE FROM ELEVATION S TO THE
CATCH BASIN OR GRADE BREAK IN LINE.
6. THE INLET PIPE SHALL ENTER THE MAIN LINE RADIALLY UNLESS OTHERWISE
INDICATED. THE INLET PIPE MAY ENTER THE MAIN LINE OTHER THAN
RADIALLY IF ANGLE A IS GREATER THAN 45% B IS LESS THAN OR EQUAL TO
600 mm (24") AND THE OUTSIDE DIAMETER OF THE INLET PIPE IS LESS THAN
0.5 D: OTHERWISE, SPPWC 340 SHALL BE USED.
7. NO MORE THAN ONE OPENING SHALL BE MADE IN ANY ONE SECTION OF PIPE.
8. THE OPENING FOR THE BREAKOUT SHALL BE RECTANGULAR AND CUT NORMAL
TO THE PIPE SURFACE WITHOUT DAMAGING THE REINFORCING STEEL. THE
TRANSVERSE REINFORCEMENT OF THE MAIN LINE SHALL BE CUT AT THE
CENTER OF THE OPENING AND BENT INTO THE TOP AND BOTTOM SLABS OF
THE SPUR.
9. THE MAIN LINE SHALL BE REINFORCED WITH A CONCRETE CRADLE AND
ENCASEMENT (AS APPLICABLE). A CONCRETE ENCASEMENT IS REQUIRED IF A
JOINT IN THE MAIN LINE FALLS WITHIN THE LIMITS OF THE CRADLE. THE
CONCRETE ENCASEMENT SHALL EXTEND 300 mm (12") ABOVE THE TOP OF THE
MAIN LINE AND TO THE LIMITS OF THE CRADLE.
IF CONNECTING TO AN EXISTING STORM DRAIN, PORTION OF CRADLE
OPPOSITE INLET MAY BE OMITTED.
10. REINFORCING STEEL SHALL CONFORM TO ASTM A 615M, GRADE 300, (ASTM A 615,
GRADE 40), AND BE PLACED 40 mm (1 1/2") CLEAR FROM CONCRETE SURFACES,
UNLESS OTHERWISE SHOWN F BARS SHALL BE CARRIED TO A POINT NOT LESS
THAN J DISTANCE FROM CENTER LINE WITH J=7D/12 + 150 mm (6").
11. FLOOR OF THE SPUR SHALL BE STEEL-TROWELED TO THE SPRING LINE OF
THE SPUR.
EXISTING RCP
STORM DRAIN
PLAN
CHIP PIPE TO SURFACE OF
CONCRETE AND ROUND EDGES
MAIN LINE
CASE 1
PLAIN CONCRETE PIPE
D - 600 mm (24') MAX
PLAN CASE 2 SECTION
SADDLE CONNECTION
CLASS C MORTAR
L A ? 45'
O
MINIMUM BEARING
SURFACE = OD/2
SECTION C - C
kSS C MORTAR
Ea
E°x
N ^ ~
G7
200 mm (8") MAX
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
PROMULGATED BY THE
PUB
STANDARDS INC
PIPE CONNECTIONS TO
STANDARD PLAN
METRIC
.
GRENB
OO
t08,
`~~'°°K `°"M"
EXISTING STORM DRAINS
335-1
'9GC
SECTION B - B
1
MAIN LINE EXISTING RC BOX STORM DRAIN
L A ? 45' a,`ro
EXISTING RCP STORM DRAIN
Z~3
/ o I II
I 1 ~ I M ao
y3
II
100 m h CLASS C MORTAR
E (4")
E
8
PLAN
CSP OR RCP
i$ RCP
1
11 ~ ~ I I
RCP ,
CSP OR RCP I F
UNDISTURBED EARTH CORRUGATED STEEL
BAND CONNECTOR
SUPPORT PIPE (CS BAND CONNECTOR
ACROSS TRENCH NOT NEEDED FOR RCP)
WITH 265-C-14
(450-C-2000)
CONCRETE BACKFILL.
SEE NOTE 3 BURN OR CUT PIPE TO
SURFACE OF CONCRETE
AND ROUND EDGES OF RCP
SECTION E - E
OPTIONAL
qSURFACE ~ RE ~ ANGULAR COLLAR
MINIMUM BEARING 600 mm (24") 14
- OD/2
SECTION F - F
CASE 3
RCP OR CSP
D - 600 mm (24") MAX
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARDPLAN
METRIC
PIPE CONNECTIONS TO 335-1
EXIS'nNG- -STORM DRAINS SHEET OF 3
DIAMETER OF CSP
MIN GAGE
375 mm (15") - 525 mm (21")
16
4
NOTES
CASE 1 AND CASE 3
1. OUTSIDE DIAMETER OF THE CONNECTOR PIPE SHALL NOT BE GREATER
THAN 1/2 THE INSIDE DIAMETER OF THE RCP MAIN LINE.
2. INSIDE DIAMETER D OF THE CONNECTOR PIPE SHALL NOT BE GREATER
THAN 600 mm (24").
3. THE MINIMUM OPENING INTO THE EXISTING STORM DRAIN SHALL BE THE
OUTSIDE DIAMETER OF THE CONNECTING PIPE PLUS 30 mm (1").
THE CONCRETE BACKFILL SUPPORTING THE CONNECTING PIPE MAY BE
OMITTED IF THE PIPE IS LAID ON UNDISTURBED EARTH TO STORM DRAIN
WALL.
4. ALL CSP AND FITTINGS SHALL BE GALVANIZED. BAND CONNECTORS MAY
BE 2 GAGES LIGHTER THAN THE PIPE, BUT WITH A MINIMUM GAGE OF 16.
THEY SHALL BE CONNECTED AT THE ENDS BY ANGLES HAVING MINIMUM
DIMENSIONS OF 50 mm x 50 mm x 5 mm (2"x2"x3/16") AND 140 mm (5 1/2")
BOLTS.
5. WHEN JOINING A RCP CONNECTOR PIPE TO A CSP CONNECTOR PIPE, THE
INSIDE DIAMETER D OF THE CSP SHALL BE AT LEAST EQUAL TO BUT
NOT MORE THAN 75 mm (3") GREATER THAN THAT OF THE RCP.
6. CONNECTOR PIPES SHALL BE NOT MORE THAN 1.5 m (5') ABOVE THE INVERT.
7. CONNECTOR PIPES SHALL ENTER MAIN LINE RCP RADIALLY.
8. WHEN CONNECTING TO A RCB, SPPWC 333 SHALL BE USED IF
THE TOP OF THE CONNECTOR PIPE IS LESS THAN 300 mm (12") BELOW
THE SOFFIT OF THE RCB OR THE FLOW LINE OF THE PIPE IS LESS
THAN 330 mm (13") ABOVE THE FLOOR OF THE RCB AT THE INSIDE FACE.
CASE 2
9. SADDLE CONNECTIONS SHALL BE USED WHEN CONNECTING TO PIPES 525 mm
(21") OR LESS IN DIAMETER WITHOUT THE USE OF JUNCTION STRUCTURES
OR PRECAST Y BRANCHES.
10. TRIM OR CUT SADDLE TO FIT SNUGLY OVER THE OUTSIDE OF THE MAIN
PIPE SO ITS AXIS WILL BE ON THE LINE AND GRADE OF THE CONNECTING
PIPE.
11. THE OPENING INTO THE PIPE SHALL BE CUT AND TRIMMED TO FIT THE
SADDLE SO THAT NO PART WILL PROJECT WITHIN THE BORE OF THE
SADDLE PIPE.
12. THE CONNECTOR PIPE SHALL BE SUPPORTED AS SHOWN IN CASE 1 AND
CASE 3.
#13M O 300 mm (#4 O 12")
L/2 (TYP)
330-C-23 (560-C-3250) CONCRETE
25 mm (1") (TYP)
I ff
:W OR CST PIPE FLOW 13M O 300
X14 O 12") -
CIRCULAR TIES,
150 mm
6' MIN
LIT
2 CUT NO. 1
NE q~
a
0
- - o
CUT
90' NO. 2
LINE
150 m CUT NI
'14
6` MIN
3.14 (DCr,.)
DETAIL "A" (SEE NOTE 10)
SONO-TUBE, OR EQUAL, INTERIOR FORM
CUT NO. 1: SAW THE TUBE AT AN ANGLE OF A/2 WITH THE
TRANSVERSE PLANE. REVERSE ONE SECTION AND TAPE BOTH
SECTIONS TOGETHER FORMING THE DEFLECTION ANGLE A.
CUT NO. 2: SAW THE TUBE LONGITUDINALLY REMOVING A STRIP
3.14 (DO-D ) WIDE ON THE SIDE OPPOSITE THE OPEN JOINT.
BEND THE ENDS OF THE CUT TOGETHER AND INSERT THE
TUBE IN THE PIPE.
D
L
T
300 mm (12")
300 mm (12")
100 mm (4")
450 mm (18")
300 mm (12")
125 mm (5")
600 mm (24")
300 mm (12")
150 mm (6")
750 mm (30")
450 mm (18`)
175 mm (7')
900 mm (36'
450 mm (18")
225 mm (9")
1050 mm (42"
450 mm (18')
225 mm (9")
1200 mm (48"
450 mm (18")
250 mm (10`
1425 mm (57"' 1
450 mm (18")
250 mm (10'
1500 mm (60"
525 mm (21`)
275 mm (11')
1650 mm (66'
525 mm (21")
275 mm (11")
1800 mm (72"
600 mm (24"
)300 mm (12"
DETAIL "B"
TYPICAL JOINT FOR
REINFORCED CONCRETE PIPE
STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION
CONCRETE COLLAR FOR RCP STANDARD PLAN
PROMULGATED BY THE METRIC
PUBLIC MORNS STANDARDS WC.
DREENBD«N~ITTEE E?? mm 12 THROUGH 1800 mm 72" 380-3
REV. 1996. 1997. 1999
WITH STANDARD SPECIFIC ATIOhJS FOR PUBLIC WORKS CONST UCTI N SHEET 1 F
OF PIPE
NOTES
1. A CONCRETE COLLAR IS REQUIRED WHERE THE CHANGE IN GRADE
EXCEEDS 10%.
2. FOR CURVE JOINTS (SEE DETAIL B, SHEET 1)
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS GREATER THAN 25 mm (1") BUT IS LESS THAN 75 mm (3")
A CONCRETE COVER IS REQUIRED IN ACCORDANCE WITH
SSPWC 306-1.2.4.
IF THE EXTREME ENDS OF THE PIPE LEAVE A CLEAR SPACE
THAT IS EQUAL TO OR GREATER THAN 75 mm (3"), BUT LESS THAN
150 mm (6"), A CONCRETE COLLAR IS REQUIRED. IF THE CLEAR
SPACE IS 150 mm (6") OR GREATER, A TRANSITION STRUCTURE
IS REQUIRED.
3. CONCRETE COLLAR SHALL NOT BE USED FOR A SIZE CHANGE ON
THE MAIN LINE.
4. CONNECTOR PIPES
A. WHERE PIPES OF DIFFERENT DIAMETERS ARE JOINED WITH A
CONCRETE COLLAR, L AND T SHALL BE THOSE OF THE LARGER
PIPE. D=D1 OR D2, WHICHEVER IS GREATER.
B. WHEN Di IS EQUAL TO OR LESS THAN D2, JOIN INVERTS AND
WHEN Di IS GREATER THAN D2, JOIN SOFFITS.
5. FOR PIPE LARGER THAN 1800 mm (72") SPECIAL COLLAR DETAILS
ARE REQUIRED.
6. FOR PIPE SIZE NOT LISTED USE NEXT SIZE LARGER.
7. REINFORCEMENT SHALL CONFORM TO ASTM A 615 M (A 615) GRADE
300 (40).
8. WHERE REINFORCING IS REQUIRED THE DIAMETER OF THE CIRCULAR
TIES SHALL BE D+(2X WALL THICKNESS) + T.
9. REINFORCING SHALL BE USED WHERE THE PIPE DIAMETER IS
GREATER THAN 525 mm (21" AND ON ALL PIPES WHERE THE SPACES
BETWEEN THE EXTREME OUTER ENDS IS 75 mm (3") OR LARGER.
CIRCULAR TIES:
PIPE
DIAMETER
N0.
CIRCULAR
R TIES
525 mm
21" OR LESS
3
600 mm (24"
TO 750 mm
(30")
3
,825 mm 33"
TO 1425 mm
57"
4
1500 mm (60"
) TO 1800 mm
72"
5
WHERE THE SPACE BETWEEN PIPE ENDS EXCEEDS 75 mm (3") THE
NUMBER OF CIRCULAR TIES SHALL BE INCREASED TO MAI TAIN AN
APPROXIMATE SPACING OF 150 mm (6") O.C.
10. WHERE THE PIPE IS 525 mm (21") OR LESS IN DIAMETER AN INTERIOR
FORM OF UNSEALED SONG-TUBE R EQUAL SHALL BE USED TO
PROVIDE A SMOOTH INTERIOR JOINT. THE PAPER FORM MAY BE
LEFT IN PLACE (SEE DETAIL A). WHEN THE PIPE IS 600 mm (24"
OR LARGER A REMOVABLE INTERIOR FORM SHALL BE USED OR TH
INTERIOR JOINT SHALL BE COMPLETELY FILLED WITH MORTAR AND
NEATLY POINTED.
E STORM DRAIN
PR'
PLAN
E STORM DR
75mm (3') R TYP
FLOW LINE ELEVATION
SHOWN ON PROJECT
DRAWINGS
AUTOMATIC
FLAP GATE
VERTICAL FACE
i 130mm (5')
130mm (5') ll
E CONNECTOR PIPE
CONCRETE COLLAR
CHANNEL OR RC8 WALL
RCP
SECTION A-A
LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS
AUTOMATIC FLAP GATE INLET STANDARD PLAN
METRIC
1995. 1999 ~ O v I -
APPROVED~C»«~ 5/31/1992 SHEET I OF 2
PFVI~(1"1._-----
D
(IN.)
B
(I NA
Z
0N.)
Y
(FT.)
300mm (12)
600mm (24)
130mm (5)
1.20m (4)
375mm (15)
680mm (27)
130mm (5)
1.20m (4)
450mm (18)
830mm (33)
130mm (5)
1.20m (4)
525mm (21)
980mm (39)
130mm (5)
1.20m (4)
600mm (24)
1050mm (42)
130mm (5)
1.20m (4)
750mm (30)
1280mm (51)
150mm (6)
1.40m (4.5)
900mm (36)
1500mm (60)
I~Omm (6)
1.50m (5)
1050mm (42)
1800mm (72)
180mm (7)
1.80m (6)
1200mm (48)
2030mm (81)
180mm (7)
2.00m (6.5)
1350mm (54)
2180mm (87)
160mm (7)
2.10m (7)
1500mm (60)
2400mm (96)
200mm (8)
2.40m (8)
1650mm (66)
2700mm (108
200mm (8)
2.60m (8.5)
1800mm (72)
2850mm (114)
200mm (8)
2.70m (9)
1950mm (78)
3150mm (126)
230mm (9)
2.90m (9.5)
2100mm (84)
3450mm (138)
230mm (9)
3.20m (10.5)
2250mm (90)
3600mm (144)
230mm (9)
3.40m (11)
NOTES
1. THE AUTOMATIC FLAP GATE SHALL BE MOUNTED ON A CONCRETE
COLLAR THAT IS POURED IN THE END OF A JUNCTION STRUCTURE
SPUR. THE JUNCTION STRUCTURE SHALL BE SHOWN OR SPECIFIED
ON THE PROJECT DRAWINGS.
2. MOUNTING BOLTS SHALL BE EMBEDDED 130mm (5") INTO THE COLLAR.
3. THE Y DIMENSION IS MEASURED AT THE TOP OF THE JUNCTION
STRUCTURE SPUR FOR CONNECTIONS TO TRAPEZOIDAL RC CHANNELS.
4. THE CONCRETE COLLAR SHALL BE REINFORCED PER STANDARD PLAN
380 IF ANGLE 9 EXCEEDS 100.
5. AUTOMATIC FLAP GATES SHALL BE FLAT BACK UNLESS OTHERWISE
SHOWN.
6. AUTOMATIC FLAP GATES SHALL MEET THE REQUIREMENTS OF THE
ADDITIONAL PROVISIONS OF THE 'GRAY BOOK' AND/OR THE SPECIAL
PROVISIONS OF THE SPECIFICATIONS.
7. DIMENSIONS SHOWN ON THIS PLAN FOR METRIC AND ENGLISH UNITS
ARE NOT EXACT EQUAL VALUES. IF METRIC VALUES ARE USED, ALL
VALUES USED FOR CONSTRUCTION SHALL BE METRIC VALUES. IF
ENGLISH UNITS ARE USED. ALL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH UNITS.
THE FOLLOWING STANDARD PLANS ARE INCORPORATED HEREIN:
331 JUNCTION STRUCTURE - PIPE TO PIPE (INLET ID 2 600mm
(24") OR OD ) .5 MAIN LINE ID)
333 JUNCTION STRUCTURE - PIPE TO RCB
380 CONCRETE COLLAR FOR PIPES 300mm (12 INCHES) THROUGH
1800mm (72 INCHES)
' LOS ANGELES COUNTY DEPARTMENT OF PUBLIC WORKS
AUTOMATIC FLAP GATE
D
STANDARD PLAN
3061-2
SHEET 2 OF 2
SPC06-56
APPENDIX II
DEMO FORMS
CITY OF ROSEMEAD POLICY FOR THE REDUCTION AND RECYCLING OF
CONSTRUCTION AND DEMOLITION WASTE
1. General Background
The State of California has responded to the pressing need to divert materials from landfills
in order to preserve decreasing landfill capacity and diminishing natural resources. As a
result, the California Integrated Waste Management Act (CIWMA) (Assembly Bill 939) was
passed in 1989. The bill mandates that by January 1, 1995, each California city and county
must divert 25 percent of all solid waste from landfill or transformation facilities through
source reduction, recycling, and composting activities. By January 1, 2000, the required
waste diversion is 50 percent. The City of Rosemead is committed to achieve and maintain
the State mandated 50 percent diversion goal beyond the year 2000.
To ensure that solid waste generated in the City of Rosemead is reduced, reused, or
recycled, projects greater than or equal to $100,000 in value or greater than or equal to
1,000 square feet in size involving construction, remodeling or demolition, must submit a
"Construction and Demolition Waste Reduction and Recycling Report Form" to obtain final
building permit approval.
11. Covered and Non-Covered Projects
a. Covered Projects - All construction, demolition, and renovation projects within the
City that is greater than 1,000 square feet or where the total costs of which are, or are
projected to be, greater than or equal to $100,000 ("Covered Projects") shall comply with
this Article.
b. Non-covered Projects - Applicants for construction, demolition, and renovation
projects within the City whose total costs are less than $100,000 or less than 1,000 square
feet in size. "Non-covered Projects" shall be encouraged to divert at least 50 percent of all
project-related construction and demolition debris.
C. Compliance as a Condition of Approval - Compliance with the provisions of this
Article shall be listed as a condition of approval on any building or demolition permit issued
for a Covered Project.
III. Infeasibility Exemption
a. Application - If an Applicant for a Covered Project experiences unique
circumstances that the Applicant believes make it infeasible to comply with the Diversion
Requirement, the Applicant may apply for an exemption at the time that he or she obtains a
building permit.
b. The Public Works Department shall review the information supplied by the Applicant
and may meet with the Applicant to discuss possible ways of meeting the Diversion
Requirement. Based on the information supplied by the Applicant, the Public Works
SPC06-56 APPENDIX 11 - 1
Department shall determine whether it is possible for the Applicant to meet the Diversion
Requirement.
C. If the Public Works Department determines that it is infeasible for the Applicant to
meet the Diversion Requirement due to unique circumstances, he or she shall determine
the maximum feasible diversion rate for each material and shall indicate this rate on the
Construction and Demolition Waste Reduction and Recycling Plan submitted by the
Applicant. The Public Works Department shall return a copy of the Construction and
Demolition Waste Reduction and Recycling Plan to the Applicant marked "Approved or
Infeasible Exemption" and shall notify the permit issuing entity that the Construction and
Demolition Waste Reduction and Recycling Plan has been approved.
d. Denial of Exemption - If the Public Works Department determines that it is possible
for the Applicant to meet the Diversion Requirement, he or she shall so inform the Applicant
in writing. The Applicant shall have 30 days to resubmit a Construction and Demolition
Waste Reduction and Recycling Plan. If the Applicant fails to resubmit the Construction
and Demolition Waste Reduction and Recycling Plan, or if the resubmitted Construction
and Demolition Waste Reduction and Recycling Plan does not comply with the
requirements of the plan, the Public Works Department shall deny the Construction and
Demolition Waste Reduction and Recycling Plan.
IV. Diversion Measurement
The methodology used to calculate diversion is based on the Title 14, California Code of
Regulations, Article 6.1, Solid Waste Generation Study, Section 18722 et seq., and is
consistent with CIWMA measurement protocols. The following equation defines the
"Generation-Based Diversion Quantification Methodology":
Generation = Disposal + Diversion
Diversion Rate = Diversion Tons
Generation Tons
V. Instructions
Complete the next four pages:
• Construction and Demolition Waste Recycling and Disposal Report Form
• Part I - Demolition Materials
• Part II - Construction Materials
• Disposal Facilities and Recycling Facilities
Print and sign your name.
If you have any questions, please contract Mr. Phil Perkins, City of Rosemead
Environmental Consultant, at (626) 791-7304 (office) or (626) 827-0288 (cell).
SPC06-56 APPENDIX 11 - 2
Construction and Demolition Waste Recycling and Disposal Report Form
Owner Name:
Date:
Property
Owner Telephone:
Contractor Name:
Contractor Contact: Contractor Telephone:
Description of
Approximate Dollar Value of Construction / Demolition:
Approximate Square Footage of Project:
Name of Hauler(s): Telephone:
Please check waste reduction activities that were used/practiced at this project site:
Use of Prefabricated Components
Reuse of Materials Onsite
Accurate Material Estimate
Reduced Packaging
Other (describe) _
Conversion Factors for Selected Loose Materials
Concrete
2370 Ibs/cu yd
1.18 tons/cu yd
Asphalt
1940 Ibs/cu yd
0.97 tons/cu yd
Brick
2430 Ibs/cu yd
1.21 tons/cu yd
Dirt
2660 Ibs/cu yd
1.33 tons/cu yd
Wood
400 Ibs/cu yd
0.20 tons/cu yd
Gypsum wallboard
500 Ibs/cu yd
0.25 tons/cu yd
Cardboard
50 Ibs/cu yd
0.025 tons/cu yd
0.84 cu yds/ton
1.03 cu yds/ton
0.82 cu yds/ton
0.75 cu yds/ton
5.00 cu yds/ton
4.00 cu yds/ton
40.0 cu yds/ton
SPC06-56
APPENDIX II - 3
Construction and Demolition Waste Material Disposition Summary
1
Fill out the tables below. Use the units of measurement listed under Material Type. Use
' the conversion factors provided on the previous page. If a different conversion number is
used, please provide. If tonnage information is not available, estimates can be provided in
"cubic yards."
Part I. DEMOLITION MATERIALS tons or cubic yards)
How
Material
Disposed in
Taken to
Other
Reduced,
Diverted?
(e.g., reused
Type
Class III
Inert Fills
Disposal
Recycled or
as
(A)
Landfill
(Describe)
Salvaged
aggregate,
etc.
Concrete
(tons)
Asphalt
(tons)
Dirt
(cubic yards)
Wood
(tons)
Metals
(tons)
Mixed Waste
(cubic yards)
Other
(describe)
Total Tons
A=
B=
C=
D=
For City Use Only:
Diversion Rate: D / (A+B+C+D) _
SPC06-56
APPENDIX II - 4
Part II. CONSTRUCTION MATERIALS tons or cubic yards)
How
Diverted?
Material
Disposed in
Taken to
Other
Reduced,
Recycled or
(e.g., reused
Type
Landfills
Inert Fills
(describe)
Salvaged
as
aggregate,
etc.
Concrete
(tons)
Asphalt
(tons)
Dirt
(cubic yards)
Wood
(tons)
Metals
(tons)
Mixed Waste
(cubic yards)
Other
(describe)
Total Tons
or Cubic
A=
B=
C=
D=
Yards
' For City Use Only
Diversion Rate: D I (A+B+C+D) _
I SPC06_56 APPENDIX 11 - 5
I. Disposal Facilities
Please name the facilities (e.g., landfill or inert facility name) materials are taken to:
Facility Name Total Tons or Cubic Yards
Facility Name Total Tons or Cubic Yards
Facility Name Total Tons or Cubic Yards
II. Recycling Facilities
Please name the recycling facilities or recycler (materials given or sold to):
Recycler / Recycling Facility Name Total Tons or Cubic Yards
Recycler / Recycling Facility Name Total Tons or Cubic Yards
Recycler / Recycling Facility Name Total Tons or Cubic Yards
To the best of my knowledge, the above estimate and attached weigh ticket documentation
are an accurate representation of the disposition of the construction and demolition
materials generated on-site at the construction job. I understand that the City may audit
disposal and recycling documentation related to this survey.
Print Name
Date
Final Review Approval
Signature
Phil Perkins, Environmental Consultant
Date
SPC06-56 APPENDIX 11 - 6
APPENDIX III
' PUBLIC IMPROVEMENT PROJECT SIGN
t
SPC06-56
PROJECT SIGN
BOLTED TO FRAME 2" X C, 4'-0
'
f
16" MAX-
1/4! /4' BY 5" CARRIAGE - ' s
BOLTS (TYP., 6 REO'D)
x 'r
SEE PROJECT SIGN DETAIL
FOR TEXT CONTENT
11' X 4" X 4''
S'X 2" X 6
PUBLIC IMPROVEMENT SIGN
MOUNTING FRAME
NO SCALE
4, 0„
2"
CITY
'
1
.5
MAYOR PRO-TEM: JOHN NU~JEZ
1.5
CONTRACTOR [NAME]
1.5
[BUSINESS PHONE]
'
1.
S'
[EMERGENCY PHONE NUMBER]
loo
"
MWILLIDAN
PUBLIC IMPROVEMENT SIGN
4
This Public Improvement
,
i.5
is being Constructed By.
2"
2~
O
RSEMEAD
1.5"
1.5"
MAYOR: GARY A. TAYLOR
,'S WI
/
OUNCIL MEMBERS: MARGARET CLARK
,'S'
JAY T. IMPERIAL
,'S'
JOHN TRAN
4"
1'S
[BUSINESS ADDRESS)
4