HomeMy WebLinkAbout11-Development Services
e
e
e
CITY OF SAN BERNARDINO REQUEST FOR COUNCIL ACTION
From:
Valerie C. Ross, Director
Resolution awarding a contract to L. A.
Builders, Inc. for 1-215 Freeway Segment 3
Sewer Line Relocation (SW08-08) per Plan
No. 11916.
Subject:
Dept:
Development Services
Date: June 20, 2007
File Nos. 3.7747
MCC Date: July 16,2007
Synopsis of Previous Council Action:
None.
Recommended Motion:
Adopt Resolution.
I/uJ;,;u f/J?ffl"
Valerie C. Ross
Contact Person:
Mark Lancaster, Deputy Director/City Engineer
Phone:
3305
Supporting data attached:
Staff Report, Resolution & Map
Ward:
3
FUNDING REQUIREMENTS:
Amount: $1,150,000
Source: (Ace!. Nos.)
242-362-5504-7747
Acc!.
Description:
Segment 3 Sewer Relocation along the 1-
215 Freeway (SW08-08)
Finance:
Council Notes:
1/lfI/b7
Agenda Item No._J / _
e
e
e
CITY OF SAN BERNARDINO REQUEST FOR COUNCIL ACTION
STAFF REPORT
Subject:
Resolution awarding a contract to L. A. Builders, Inc. for 1-215 Freeway Segment 3 Sewer Line
Relocation (SWOS-OS) per Plan No. I 1916.
Background:
Caltrans recently began construction of Segment I of the widening of the 1-215 Freeway through the
City of San Bernardino. Segment I extends from Rialto Avenue to 9th Street. Segment 3, which will
extend from Inland Center Drive to Rialto Avenue, is currently in the design phase and will begin
construction in early 200S.
Caltrans has determined that certain City owned sewer mains in Inland Center Drive, "I" Street,
Walkinshaw Street, and several alleys will conflict with widening of the freeway and must be
relocated. In order to accommodate the freeway widening project, the City prepared plans for
relocation of the conflicting sewers and solicited construction bids. Under terms of Utility Agreement
No. 19359 dated June 29, 2005, between the City and Caltrans, Caltrans will reimburse the City's cost
for the relocation.
This project, in general, consists of the following:
1.
2.
3.
Demolition of existing sewer manholes.
Installation of new sewer mains and reconnection of sewer laterals.
Repair or replacement of roadway improvements.
The plans and specifications for this project were completed and the project was opened to public
bidding on May I, 2007. The project was advertised locally in the San Bernardino County Sun
Newspaper, F. W. Dodge, Construction Bid Board, High Desert Plan Room, San Diego Daily
Transcript, Sub-Hub Online Plan Room, Reed Construction Data, Bid America Online, Construction
Bid Source, Bid Ocean, the City's web sites, and with the San Bernardino Area Chamber of
Commerce.
Bids have been received and are listed below:
Name of Bidder City Amount of Basic Bid
L. A. Builders, Inc. Van Nuvs $ 867,888.00
DLSB, Inc. Fontana $ 929,902.00
WEKA Inc. Redlands $ 958, [44.00
Ross A. Guv & Son, Inc. Fallbrook $ 1,042,632.00
Trautwein Construction Riverside $ [,17[,959.00
Genesis Construction Hemet $ 1,248,777.00
Engineer's Estimate $ 977,680.00
Based on review of the sealed competitive bids received, staff has determined L. A. Builders, Inc. of
Van Nuys, the apparent low bidder, has met the minimum requirements of the specifications and bid
2
06/26/20079: 19 AM
e
e
e
CITY OF SAN BERNARDINO REQUEST FOR COUNCIL ACTION
STAFF REPORT - Continued
guidelines; and, therefore, recommends that the Mayor and Common Council award the referenced
contract to L. A. Builders, Inc.
The estimated project costs are as follows:
$ 867,888.00
$ 130,184.00
$ 151,928.00
$ 1,150,000.00
If approved, this project is expected to begin construction in August of 2007 and be completed by
December of 2007.
Financial Impact:
This project is proposed to receive funding in FY 2007/08 Budget in Account No. 242-362-5504-7747
"SW08-08 Segment 3 Sewer Relocation along 1-215Freeway". Caltrans will reimburse the entire cost
of this work, including staff cost, under terms of Utility Agreement No. 19359 dated June 29, 2005,
e copy attached) between the City and Caltrans.
Recommendation:
Adopt Resolution.
Attachments:
"I" Vicinity Maps
"2" Agreement No. 19359
]
06120/2007 ll:I 8 AM
City of San Bernardino, California
Department of Public Works, Division of Engineering
SEWER RELOCATION
FOR
1-215 FWYWIDENING
FROM
INLAND CENTER DR TO MILL ST
Sf TfSTCT1l
W BOt:OICT Sf
I;; W HILLCREST ST
~~
~
VICINITY MAP
N.TS.
STATE OF CALIFORNIA. DEPARTMENT OF TRANSPORTATION
UTILITY AGREEMENT
R ~/ I ).) (REV 4/2000)
ATI ACHMENT "2"
Page I of4
e
Dist
8
Co
SBd
Rte
215
M.P.
4.116.7
EA
007179
Federal Aid No.: ACNHI-NHI-2151(178)
Owner's File:
FEDERAL PARTICIPATION: On the Project
Yes X
No
On the Utilities
Yes X
No
UTILITY AGREEMENT NO.
19359
DATE r!i/l';/(:./~
The State of California. acting by and through the Department of Transportation, hereinafter called "STATE," proposes widening
and realignment of State Route 215 in the City of San Bernardino from 0.4 KM south of Orange Show Rd. to 0.2 KM south of
Rialto A ve., and the City of San Bernardino Development Services Department. hereinafter, called "OWNER,", owns and
maintains sewer lines within the limits of STATE'S project which requires relocation of the City of San Bernardino Development
Services Department's sewer lines as indicated by their relocation plan to accommodate STATE'S project.
It is hereby mutually agreed that:
I.
WORK TO BE DONE
e
In accordance with Notice to Owner No. 19359. dated June 29, 2005, OWNER shall replace and relocate as shown
on plan attached to Notice To Owner. All work shall be performed substantially in accordance with OWNER's
Plan. consisting of three sheets. a copy of which is on file in the District Office of the Department of
Transportation at 464 W. Fourth Street, San Bernardino, CA 92401-1400. Deviations from the OWNER's Plan
described above initiated by either the STATE or the OWNER, shall be agreed upon by both parties hereto under a
Revised Notice To Owner. Such Revised Notices To Owner, approved by the STATE and acknowledged by the
OWNER, will constitute an approved revision of the OWNER's Plan described above and are hereby made a part
hereof. No work under said deviation shall commence prior to receipt by the OWNER of the Revised Notice To
Owner. Changes in the scope of the work will require an Amendment to this Agreement in addition to the Revised
Notice To Owner.
II.
LIABILITY FOR WORK
Existing facilities are located in their present position pursuant to rights superior to those of the STATE and will be
relocated at STATE expense.
III PERFORMANCE OF WORK
OWNER agrees to cause the herein-described work to be performed by a contract with the lowest qualified bidder,
selected pursuant to a valid competitive bidding procedure, and to furnish or cause to be furnished all necessary
labor, materials, tools. and equipment required therefore, and to prosecute said work diligently to completion.
e
Pursuant to Public Works Case No, 2001-059 determination by the California Department of Industrial
Relations dated October 25, 2002, work performed by OWNER's contractor is a public work under the
definition of Labor Code section 1720(a) and is therefore subject to prevailing wage requirements.
OWNER shall verify compliance with this requirement in the administration of its contracts referenced
above,
UTILITY AGREEMENT (Cont.)
ATTACHMENT "2"
Page 2 of4
R W 13~5 '(REV 4/2000)
UTILITY AGREEMENT NO. 19359
e
IV. PAYMENT FOR WORK
The STATE shall pay its share of the actual cost of the herein-described work within 90 days after receipt of
OWNER's itemized bill in quintuplicate, signed by a responsible official of OWNER's organization or prepared
on OWNER's letterhead, compiled on the basis of the actual cost and expense. The OWNER shall maintain
records of the actual costs incurred and charged or allocated to the project in accordance with recognized
accounting principles.
It is understood and agreed that the STATE will not pay for any betterment or increase in capacity of OWNER's
facilities in the new location and the OWNER shall give credit to the STATE for the salvage value of any material
or parts salvaged and retained or sold by OWNER.
Not more frequently than once a month, but at least quarterly, OWNER will prepare and submit progress bills for
costs incurred not to exceed OWNER's recorded costs as of the billing date less estimated credits applicable to
completed work. Payment of progress bills not to exceed the amount of this Agreement may be made under the
terms of this Agreement. Payment of progress bills which exceed the amount of this Agreement may be made after
receipt and approval by STATE of documentation supporting the cost increase and after an Amendment to this
Agreement has been executed by the parties to this Agreement.
e
The OWNER shall submit a fmal bill to the STATE within 360 days after the completion of the work described in
Section 1. above. If the STATE has not received a final bill within 360 days after notification of completion of
OWNER's work described in Section 1. of this Agreement, and STATE has delivered to OWNER fully executed
Director's Deeds, Consents to Common Use or Joint Use Agreements as required for OWNER's facilities, STATE
will provide written notification to OWNER of its intent to close its file within 30 days and OWNER hereby
acknowledges, to the extent allowed by law, that all remaining costs will be deemed to have been abandoned.
The fmal billing shall be in the form of an itemized statement of the total costs charged to the project, less the
credits provided for in this Agreement, and less any .amounts covered by progress billings. However, the STATE
shall not pay final bills which exceed the estimated cost of this Agreement without documentation of the reason for
the increase of said cost from the OWNER. If the fmal bill exceeds the OWNER's estimated costs solely as the
result of a Revised Notice To Owner as provided for in Section 1., a copy of said Revised Notice To Owner shall
suffice as documentation.
In any event, if the fmal bill exceeds 125% of the estimated cost of this Agreement, an Amended Agreement shall
be executed by the parties to this Agreement prior to the payment of the OWNER's final bill. Any and all
increases in costs that are the direct result of deviations from the work described in Section 1. of this Agreement
shall have the prior concurrence ofST ATE.
Detailed records from which the billing is compiled shall be retained by the OWNER for a period of three years
from the date of the fmal bill and will be available for audit by STA TE and/or Federal auditors. OWNER agrees to
comply with audit principles and standards as set forth in 48 CFR, Chapter I, Part 31.
e
I
e
e
e
UTILITY AGREEMENT (Cont.)
RW ]J-;(REV 4/1000]
ATTACHMENT "2"
Page 3 of4
UTILITY AGREEMENT NO. 19359
V. GENERAL CONDITIONS
All costs accrued by OWNER as a result of STATE's request of January 27, 2003, to review, study andlor prepare
relocation plans and estimates for the project associated with this Agreement may be billed pursuant to the terms
and conditions of this Agreement.
If STATE's project which precipitated this Agreement is canceled or modified so as to eliminate the necessity
of work by OWNER, STATE will notify OWNER in writing and STATE reserves the right to terminate this
Agreement by Amendment. The Amendment shall provide mutually acceptable terms and conditions for
tenninating the Agreement.
OWNER shall submit a Notice of Completion to the STATE within 30 days of the completion of the work
described herein.
It is understood that said highway is a Federal aid highway and accordingly, 23 CFR 645 is hereby
incorporated into this Agreement.
UTILITY AGREEMENT (Coot.)
ATTACHMENT "2"
Page4of4
RW 1J~5.{REV 4/2000)
e
I UTILITY AGREEMENT NO. 19359
CERTIFICATION OF FUNDS
I hereby certifY upon my own personal knowledge that budgeted funds are
Available fOf the period d purpose of the expenditure shown here.
Ir / ( s,-
FUl'\D TYPE EA AMOL'NT
Design Funds $
Construction Funds $
RW Funds 007179 $ 3,337,092.00
HQ Account g Officer
ITEM CHAP
.J.Llv- J? NY! 3,y'
,y l - ?C
STAT
Date
FY AMOUNT
i5/
/t{ V) 7.ttJ. ,II
;in)
IN WITNESS WHEREOF, the above parties have executed this Agreement the day and year above written.
ity of San Bernardino
I
By I
PAT CIA L. SMIT
Right of Way Project Delivery Manager
San Bernardino Office
Southern Right of Way Region
DITH VALLES
AYOR
APPROVAL RECOMMENDED:
e
10
tI2f~/~
D te
By ~# t-z.'8-o~
S EN ~~ Date
Chief Right of Way Utilities Branch
San Bernardino Office
Southern Right of Way Region
By:
LAWRENCE KELLY
Utility Coordinator
San Bernardino Office
Southern Right of Way Region
DO NOT WRITE BELOW - FOR ACCOUNTNG PURPOSES ONL Y
PLANNING AND MANAGEMENT TO COMPLETE UNSHADED FIELDS:
T DOCUMENT SUF CHG
CODE NU BER FIX DIST UNIT D1ST
VA ' 23 440 08
EA
007179
SUB
JOB
SPECIAL
DESIGNATION
919359
UTILITY COMPLETES:
OBJ DOLLAR
FFY FA CODE AMOUNT
05 6 054 $ 3,337,092.00
~.
Sign:> {,/
Print>." - '- ./ ,
;{ I "\{( J-t:. -/!'i'
R/W Planning and Management
.,..../
'. :-'}
Sign>
Print>
EA FUNDING VERIFIED:
..J
Date
,
Utility Coordinator
Date
Distribution:
3 originals to R/W Accounting
3 originals returned to R1W Planning & Management
e
ADA Notice
For individuals with disabilities. this document is available in alternate fonnats. For information call (916) 654-5413
Voice. CRS: 1-800-735-2929. or write Right of Way, 1120 N Stn:ct. MS-3?, Sacramento. CA 95814.
e
e
e
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
RESOLUTION NO.
RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN
BERNARDINO AWARDING A CONTRACT TO L. A. BUILDERS, INC. FOR 1-215
FREEWAY SEGMENT 3 SEWER LINE RELOCATION (SW08-08) PER PLAN NO.
11916.
BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE
CITY OF SAN BERNARDINO AS FOLLOWS:
SECTION 1. 1. A. Builders, Inc., 15635 Saticoy Street, Suite H, Van Nuys, CA 91406
is the lowest responsible bidder for 1-215 Freeway Segment 3 sewer line relocation (SW08-08)
per Plan No. 11916. A contract is awarded accordingly to said bidder in a total amount of
$867,888.00, with a contingency amount of$151,928.00, but such award shall be effective only
upon being fully executed by both parties. All other bids, therefore, are hereby rejected. The
City Manager is hereby authorized and directed to execute said contract on behalf of the City; a
copy of the contract is on file in the office of the City Clerk and incorporated herein by
reference as fully as though set forth at length.
SECTION 2. This contract and any amendment or modifications thereto shall not take
effect or become operative until fully signed and executed by the parties and no party shall be
obligated hereunder until the time of such full execution. No oral agreements, amendments,
modifications or waivers are intended or authorized and shall not be implied from any act or
course of conduct of any party.
SECTION 3. This resolution is rescinded if the parties to the contract fail to execute it
within sixty (60) days of passage of the resolution.
IIII
'1\6. II
7 /1~/tJ1
,
e
1
2
3
RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN
BERNARDINO AWARDING A CONTRACT TO L. A. BlliLDERS, INC. FOR 1-215
FREEWAY SEGMENT 3 SEWER LINE RELOCATION (SW08-08) PER PLAN NO.
11916.
4 I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor
e
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
26
e 27
28
and Common Council ofthe City of San Bernardino at a
meeting thereof, held on the
day of
,2007, by the following vote, to wit:
Council Members:
AYES
NAYS
ABSTAIN
ABSENT
ESTRADA
BAXTER
BRINKER
DERRY
KELLEY
JOHNSON
MC CAMMACK
City Clerk
The foregoing resolution is hereby approved this
day of
,2007.
Patrick J. Morris, Mayor
City of San Bernardino
Approved as to form:
JAMES F. PENMAN,
25 City Attorney
2
k.
.
..,
"
k.
""~
~-
-
~.
~.
'a.,._
., .
...
....
......
...."
....
~.
COUNCIL MEETING - 07/16/07
RESOLUTION 2007-248
ITEMII 11
CITY OF SAN BERNARDINO
STATE OF CALIFORNIA
BID AND CONTRACT DOCUMENTS
O/P/6/N/lL
FILE NO, 3. 7407
ACCT, NO, 245.365-5504-7407
PLANS AND SPECIAL PROVISIONS NO. 11916
FOR
1-215 FREEWAY
SEGMENT 3
SEWER LINE RELOCATION
~ .;.:-c-",).'
, \1\ ,\.,r '--"")if, ~.'.~
':P"/-:---~:"'A "'~
';<:"/~" '''''','- ' , "'"
,v/.,-" -tit"'"'' ",',;,'\
,: ~'1" ;;/" ~ . "~\': \\
.: C!j, .. ' -_\\
t:!t:'" t<(. ,II
/,'*~E"'.';L0J(-~/~;/ J,";)
, .,,-, -,-/... '/
:' ' ---- /'"
(.1,_ <5\. ../. .;:,~ _s,.'.
,~~,'- (',' "\ ,~ .....,,'/;
'~'/';:-""" \"" /,":",,/
(- --.......-. '" /~t/
O~' C'\ i~,'
';'r . :::~~~
DIVISION OF PUBLIC WORKS
DEPARTMENT OF DEVELOPMENT SERVICES
CITY OF SAN BERNARDINO
FEBRUARY, 2007
BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M.
ON
JUNE 5
,2007
I .
e~III13IT I'A- V
DESCRIPTION OF THE COMPONENTS
OF THESE
PLANS AND SPECIAL PROVISIONS
The "Bid and Contract Documents" for this project consists of three (3) Parts as follows:
PART I - Administration
PART II - Special Provisions
The above two (2) parts are bound together in one (1) manual titled "Bid and Contract
Documents"
PART III - PLANS, One (1) separately bound set
1-215 FREEWAY,
SEGMENT 3
SEWER LINE RELOCATION
Contents for Bid and Contract Documents.doc
CITY OF SAN BERNARDINO
TABLE OF CONTENTS
PART I
ADMINISTRA nON
NOTICE INVITING BIDS
BID DOCUMENTS
BID FORM
BID SCHEDULE
BIDDER'S INFORMATION AND SIGNATURE
& BIDDER'S ACKNOWLEDGEMENT OF ADDENDUMS
DESIGNATION OF SUBCONTRACTORS
WORKERS' COMPENSATION INSURANCE CERTIFICATION
NON-COLLUSION AFFIDAVIT
FORM OF BID BOND
MBEIWBE INFORMATION - GOOD FAITH EFFORTS
REFERENCES
PART II
SPECIAL PROVISIONS
INSTRUCTIONS TO BIDDERS
SECTION 1 - SPECIFICATIONS AND PLANS SP-l
SECTION 2 - BID BONDS AND MBE/WBE REQUIREMENTS AND CONDITIONS SP-5
SECTION 3 - AWARD AND EXECUTION OF CONTRACT SP-8
SECTION 4 - CONSTRUCTION SCHEDULE & COMMENCEMENT OF
WORK, TIME OF COMPLETION & LIQUIDATED DAMAGES SP-ll
SECTION 5 - LEGAL REQUIREMENTS SP-l3
SECTION 6 - GENERAL SP-19
SECTION 7 . UTILITIES SP-30
SECTION 8 - DESCRIPTION OF WORK SP-34
SECTION 9 - TRAFFIC CONTROL SP-36
SECTION 10 - MOBILIZATION SP-39
SECTION 11 THROUGH SECTION 15 BLANK SP-40
SECTION 16 - PORTLAND CEMENT CONCRETE SP.41
SECTION 17 THROUGH SECTION 27 BLANK SP-43
SECTION 28 - IMPORTED BACKFILL AS ORDERED BY THE ENGINEER SP-44
SECTION 29 - SHORING OF EXCAVATION SP--l5
SECTION 30 THROUGH SECTION 32 BLANK SP-47
SECTION 33 - SEWER PIPE SP-48
SECTION 33C - RECONNECTION AND ADJUSTMENT OF SEWER LATERALS SP.51
SECTION 34 - MANHOLES SP-54
SECTION35 - RESTORATION OF ASPHALT CONCRETE PAVEMENT SP-56
SECTION 36 THROUGH SECTION 49 BLANK SP-58
SECTION 50 - REMOVAL & RESTORATION OF EXISTING IMPROVEMENTS
EXCEPT STREET PAVEMENT SP-59
APPENDIX A
FEDERAL REQUIREMENTS FOR FEDERAL-AID CONSTRUCTION PROJECTS
APPENDIX B
FEDERAL & STATE OF CALIFORNIA MINIMUM WAGE RATES
SOILS REPORT
STANDARD DRAWINGS
PROJECT LOCATION SURVEY DOCUMENTS
CONTRACT AGREEMENT
PART I
ADMINISTRATION
Engineer's Estimate (Range Only): $950,000 to $1,000,000
NOTICE INVITING SEALED BIDS
NOTICE IS HEREBY GIVEN that the City of San Bernardino will receive bids for:
1-215 FREEWAY
SEGMENT 3
SEWER LINE RELOCATION
in accordance with Special Provision No. 11916 in file in the Office of the City Engineer, Third
Floor, San Bernardino City Hall.
Deliver all bids to the City Engineer's Office, Third Floor, City Hall, 300 North "D" Street, San
Bernardino, California, with the bidder's name and address, the specification title and number
and "SEALED BID " clearly marked on the outside of the envelope
Said bids will be received up to the hour of 2:00 p.m. , on, Tuesdav, June 5 , 2007, at
which time all of said bids will be publicly opened, and examined and declared in the City
Engineer's Conference Room, Third Floor, City Hall.
No bid will be received unless it is made on a bid form furnished by the City with the unit prices
written in words and also shown in figures for each item, and with the total of each item and
total of all items filled in. All bids shall be signed, sealed and accompanied by cash, cashier's
check, certified check or bid bond made payable to the City of San Bernardino, in the amount of
ten percent (10%) of the bid. Such cash, check or bond shall be given as a guarantee that the
bidder will enter into the contract if awarded to him. In the event the bidder refuses to execute
said contract, the use by the public of the improvements will be delayed, and the public will
suffer great damage. From the nature of the case, it would be extremely difficult and impractical
to fix said amount of damages. Therefore, the City and the bidder agree that the above sum of
ten percent shall be paid to the City upon the condition above set forth as liquidated damages
and not as a forfeiture. All bonds furnished pursuant to this notice must be underwritten by a
surety company having a rating in Best's most recent Insurance Guide of "A" or better. Bonds
must be issued by a surety who is listed in the latest version of U.S. Department of Treasury
Circular 570 and is authorized to issue bonds in the State of California. The Form of Bid Bond
is contained in the Bid Documents in Part I of the Special Provision. Notarization of the
signatures of both the Principal and the Surety and the Power of Attorney of the signing Surety
shall accompany this form.
Pursuant to law, the Mayor and the Common Council of the City of San Bernardino, by
Resolution No. 90-358 and any and all amendments thereto which are hereby referred to and
made a part thereof by references as fully as though set at length herein, have ascertained and
determined the general prevailing rate per diem wages, and of per diem wages for legal holidays
and overtime work for each craft or type work of worker needed in the execution of contracts
under jurisdiction of said Mayor and Common Council.
The Contractor shall pay the higher of the latest State or Federal Prevailing Wage Determination
Said prevailing rates of wages shall conform to Section 1773 of the Labor Code, the general
prevailing wage rates in the county, or counties, in which the work is to be done have been
determined by the Director of the California Department of Industrial Relations. These wages
are available from the California Department of Industrial Relations' Internet web site at
http://www.dir.ca.gov/dirdatabases.html. Future effective general prevailing wage rates, which
have been predetermined and are on file with the California Department of Industrial Relations
are referenced but not printed in the general prevailing wage rates.
The Contractor may substitute securities for any monies withheld by the Agency to ensure
performance under the contract as provided for in Section 10263 and Section 22300 of the
California Public Contract Code.
It shall be mandatory upon the Contractor to whom the contract is awarded and upon any
subcontractor under him to pay not less than specified rates to all laborers, workers, and
mechanics employed by them in the execution of the contract, and to prevent discrimination in
the employment of persons because of race, creed, color, or national origin, as set forth in the
provisions of Resolution No. 7414 of the Mayor and Common Council of the City of San
Bernardino.
The Contractor shall possess a Class "A" License or Appropriate Specialty License(s) at the
time the contract is awarded. The prime Contractor shall perform, with his own organization,
contract work amounting to at least 50 % ofthe contract price.
A Non-mandatory Pre-Bid Meeting will be held on Wednesdav, Mav 23. 2007, at
2:00 p.m., in the office of the City Engineer, Public Works Division of Development Services,
Third Floor, City Hall, 300 North "D" Street, San Bernardino, CA 92418. This meeting is to
provide information, to answer questions, to inform bidders of MBEs/WBEs subcontracting and
material supply opportunities, and to make the prime Contractor aware of the City's outreach
program as it relates to minority hiring and participation. Bidder's attendance at this meeting is
recommended, but the prime may certify that they are familiar with the program and attendance
is not required. Attendance and/or certification may be used as part of the good faith effort.
Certified minority (MBE / WBE) subcontractors and material suppliers for the San Bernardino
area located in Caltrans District 8 can be obtained by accessing the United Certification Program
DBE directory on the California Department of Transportation DBE website at
http://www.dot.ca.govlhq/bep/index.
The City of San Bernardino reserves the right to waive any informalities or inconsequential
deviations from contract specifications, or to reject any and all bids.
No bidder may withdraw his bid within ~ working days from the date of bid opening. The
City reserves the right to take all bids under advisement for a period of 90 days.
Plans and Specifications may be obtained from the City Engineer's Office, Third floor, City
Hall, 300 N. "D" Street, San Bernardino, California 92418, upon a non-refundable payment of
$35.00 for each set if picked up in person. Upon request. the Plans and Special Provisions may
be mailed for an additional charge of $5.75 per set.
If there are any questions regarding this project, please contact the City Engineer's Office, in
writing, as follows:
City Engineer's Office
Third Floor
San Bernardino City Hall
300 North "D" Street
San Bernardino, CA 92418
Subject: 1-215 FREEWAY, SEGMENT 3, SEWER LINE RELOCATION
PLANS AND SPECIAL PROVISIONS NO. 11916
Attention: Robert Sepulveda, Engineering Associate, Project Manager
Tel: (909) 384-5167; Fax: (909) 384-5155
E-mail: sepulvedaJo@sbcity.org
Responses will be provided to written questions only. No written response will be provided
to verbal questions.
CITY OF SAN BERNARDINO
-Rac1J .JJ (J&v~,
RACHEL G. CLARK
~ 4 !~:tth a~ etJL
NOTICE TO ADVERTISE:
SPECIFICA nON NO. 11916
SHALL APPEAR IN FIRST ISSUE NOT LATER THAN
DATE 5/1/07 and 5/7/07
(FIVE DA VS BETWEEN FIRST & SECOND PUBLICATION)
SIGNATURE
DATE
BID DOCUMENTS
BID FORM
TO THE MAYOR AND COMMON COUNCIL OF
THE CITY OF SAN BERNARDINO
The undersigned declares that he has carefully examined the location of the proposed work, that
he has examined the Plan and read the accompanying instructions to bidders and hereby proposes
to furnish any and all required labor, materials, transportation and service for the
1-215 FREEWAY
SEGMENT 3
SEWER LINE "RELOCA nON
In strict conformity with Plans and Special Provisions No. 11916, of the Public Works
Division, Department of Development Services for the City of San Bernardino and also in
accordance with Standard Specifications for Public Works Construction, 2006 Edition.
Undersigned proposes and agrees if this bid is accepted, that he will contract with the City of San
Bernardino, in the form of the copy of the contract annexed hereto, to provide all necessary
machinery, tools, apparatus and other means of maintenance, and to do all the work and furnish
all the materials specified in the contract, in the manner and time therein prescribed, and that he
will take in full payment therefor the following unit prices or lump sum prices, to-wit:
BID SCHEDULE
PLAN NO. 11916
1-215 FREEWAY
SEGMENT }
SEWER LINE RELOCA nON
ITEM ESTIMA TED DESCRIPTION OF ITEMS UNIT PRICE TOTAL
NO. OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS INFIGliRES IN FIGURES.
\. LS MOBILIZATION, at the Lump Sum price of
f(jt( TY FIliP TJI~t15A-N{) Dollars $ 'df,OIJ~.tn
&' OIJ//Jb Cents LS
.
2. LS TRAFFIC CONTROL, at the Lump Sum
price of ' /;; Oj~-'!.~-'f '-'f /4
711ttlW'olP Dollars $/~ooo.oo
& Ob/lbO Cents LS
3. LS SHORING OF EXCA V A TION, at the Lump
Sum price of
TW5NTY Tllb(./(/,NP Dollars
& Cents LS $ J(), Obo . 00
.
4. 900 TN IMPORTED BACKFILL, as ordered by the
Engineer, at
Tl'lfN'J;. Tt4It? Dollars J~ 19, f()o.~
& ~D 16b Cents.per TON $ /TN S
5. 2,333 LF INSTALL 8" PVC SEWER MAIN,
including connecting to existing manhole, at_
/'IIt/ETY F/~ Dollars C;.r s ~21, uJ.f'. P'b
& bD/lttU Cents per UN. FT. S ILF
6. 2,652 LF INSTALL 10" PVC SEWER MAIN,
including connecting to existing manhole, at_
/'IINF~ FM Dollars '1S t5/ "/lib, (;0
Cents per UN. FT. S ILF S
& MIfT/) ,
7. 258 LF INSTALL 12" PVC SEWER MAIN,
including connecting to existing manhole, at _
(J/'I6I1UN/)I(5!J fIFTeeN Dollars 11.f 21,ftltJ.&1J
& "/~ Ce"ts fer UN. FT. S ILF S
8. 10 EA INSTALL SEWER MANHOLE, per CITY
Std. No. 301, at fll/l TIlt?tI~ANj)
f/1/5 IItlNJ)J(E/) Dollars $ f,5NJ rEA ;;;000.00
& ClUb1J Cents per EACH S
BID SCHEDULE
PLAN NO. 11916
1-215 FREEWAY
SEGMENT 3
SEWER LINE RELOCATION
ITEM ESTIMATED DESCRIPTION OF ITEMS UNIT PRICE TOTAL
NO. OUANTITY UNIT AND UNIT PRICE WRITTEN IN WORDS IN FIGURES IN FIGURES
9. 3 EA INSTALL DROP SEWER MANHOLE, per
CITY Std. No. 302, at
~/K TII~fA5ANP Dollars ("p()() $ /f,PIJO,d/)
& 00 /In Cents per EACH $ rEA
10. EA REMOVE Elisting & CONSTRUCT
DROP SEWER MANHOLE, Modified to
5'!D, per CITY Std. No. 301 & 302, at
fiGHT TIIMJAtlP SIX /luNp/(fl)
,F!r7Y EI&#r Dollars $ iftJ! R,~'!. ~()
& DIJ'-' Cents per EACH rEA $
,
11. 5 EA REMOVE Existing & CONSTRUCT
SEWER MANHOLE, per CITY Std. No. 301
t'/6/IT {fUW/O Dollars $ i. ()OO Ijd,CJt!P,Pb
& (lQ I~' Cents per EACH rEA $
,
12. 6 EA REMOVE Elisting SEWER MANHOLE, at
7/1J1J 17Ipu~ANP Dollars $ .2.,PIJe) rEA $ /t,QlJtl,~()
& Cents per EACH
.
13. 2 EA REMOVE Elisting SEWER CLEANOUT,
at
(;Nl TH~U5ANp Dollars $ ( 0(;0 rEA 1, 6C10, t>tJ
& Cents per EACH $
14. 44 EA CUT & RECONNECT Existing 4" SEWER
LATERAL to NEW SERVICE MAIN,
Including Concrete Plug of old connections, at
TWIJ TllfJUSAf{P
FIVe IIWNP/fffl) Dollars sJ/' /;f; / / 0, 6IJO, t1()
& (I'I/IJP Cents per EACH rEA $
.
15. 9 EA ABANDONMENT of MANHOLE and
SEWER MAIN, at
Pi'll TJI~W5ANO Ftll(7Y Dollars $ ? tJtI() $1.J~().CJO
& 0111/" Cents per EACH lEA
.
BID SCHEDULE
PLAN NO. 11916
1-215 FREEWAY
SEGMENT 3
SEWER LINE RELOCATION
ITEM ESTIMATED
NO. OUANTlTY UNIT
DESCRIPTION OF ITEMS
AND UNIT PRlCE WRlTTEN IN WORDS
UNIT PRICE
IN FIGURES
TOTAL
IN FIGURES
16.
8
EA PLUG Existing SEWER LINE
INLE,!, I OUTLET at MANHOLE, at_
FIVP flfHPIfG'f)
& () IN)
Dollars
Cents per EACH $ fOP lEA $ '!rtJPP.t?tJ
17.
195
SF
REMOVE Existing and CONSTRUCT PCC
CROSS GUTTER, to meet Existing Spandrels
and gutter, per CITY Std. No. 20 I, at
TII/I(~ FIt/$-
& I~()
Dollars
Cents per SQ. FT. $ 35"
ISF $ t. It!: /;t?
.
TOTAL BID SCHEDULE $ ft7 t!fJ) 0
2 67.~~1J~
)
BID NOTES:
The unit price must be written in words and also shown in figures. All blank spaces appearing above
must be filled in. In case of discrepancy in Bid Amounts, "UNIT" prices shall govern over extended
amonnts, and "WORDS" shall govern over figures.
The total price must be extended for each item of work and the total of all items inserted in the space
provided. Bidders shall complete and submit entire BID DOCUMENTS section as their bid to
the City. Failure to do so will result in the bid being non-responsive.
The CITY shall award a contract to the lowest responsible bidder.
Total bid price for the entire contract work shall include the cost of labor, materials, equipment parts,
implements, taxes and supplies necessary to compete the project, as based on the City Engineer's
estimate of quantities of work.
BIDDER declares that this Bid is based upon careful examination of the work site, Bid and Contract
Documents.
BIDDER'S INFORMATION AND SIGNATURE:
It is the understanding of the undersigned that the work hereinabove described shall be commenced
within JQ. working days from the date of the "Notice to Proceed", and shall be completed within 50 working
days from the date of said notice, as directed in SECTION 4 of these Special Provisions.
The undersigned further agrees that in case of default in executing the contract, or furnishing necessary
bonds, all within the specified time, the proceeds of the Bidder's Guaranty accompanying this bid shall be paid
to the City of San Bernardino as liquidated damages.
Licensed in accordance with an act providing for the registration of Contractor,
LICENSE
NO.: 7LJf'J''I/ CLASSIFICATION: II{I, C-f'tIlA?
FIRM NAME: L.A.!J/;1//'IJff{~./NC.
BUSINESS ADDRESS: /5(,)5 SAT/toy Sr. SUITf /I
VAN NUY(. tI 9/'1tJ~
.
BUSINESS PHONE: {/IR)1HJ;/1 FAX: (m)m-J,7Z'l CELL: (PI?)5J./'- 7ftZ
EXPlRA TION
DATE: '1/M/dP'
.
If an individual, so state. If a firm or co-partnership, Jist the names of all individuals or co-partners
composing the firm. If a corporation, list the names of tlie president, secretary, treasurer and manager thereof:
C/JRPOfl.A TION
Legal Status of Firm
Is Bidder currently a certified DBE? Yes [' No 11
NAME (S)
AWN CAMillI (P#SIPfNT)
WI/If{ MYAN (/lief Af!SIPFIYT)
Af,PN GAMtlft (~etlfeTM()
TAMIl f))(AN (Tle,tlSUf(Cf{)
ADDRESS (ES)
ISfJJf r,ATltb'l S1. WITt' /lIIAN NtlY~, M 1/?t1t
. , r
Iflt~f SArJ~Y ~1. SWlff 16 /IAN /J/Urr, tit 71'1N~
- ~IfMf ~ A-~II~-
- )A'Mf ~ )ttJlIi-
SIGNATURE OF BIDDER~4t_C/"
~
.......
Dated: JIANt ,.
,200'1-
BIDDER'S ACKNOWLEDGEMENT OF ADDENDUMS:
ADDENDUM NO.1
DATE:
ADDENDUM NO.2
DATE:
ADDENDUM NO.3
DATE:
ADDENDUM NO.4
DATE:
L.,4. "WItH/{( II/C.
BIDDER'S FIRM NAME
DESIGNATION OF SUB-CONTRACTORS - SP 11916
In compliance with the provisions of Section 4100-4110 of California Public Contract Code of the State of
California, and any amendments thereof, each bidder shall set forth the name and location of each subcontractor
who will perform work or labor or render service to the Contractor.
Name & Address
Under Which
Licensed
Agency & No. of
MBE/WBE CERT.
(If Applicable)
Sub-Contractor's
Phone-No.
Sub-Contract
Amount
Work to Be
Performed
1. t/lTItl-IN/r 5T,fuaUJf.!'S
-if7J /AIII/twtf,b.:. rt?1- "P-.J~Yf $ 'I~Jn.~
fp-~ M,1"J1J1'
/)a?/ff If-' it; 2t f1
2 SUP/fA'K/ff{ 5M~f jP~E-
. tv. ilff.#CT ~li'9!'I 'ItJI?-J?9-UJ2 $ 3, 9p".n
-!l~ nT26eJt-'tIJ MHj P#'
,wfl~t:~~ II CVt-9J'Y
. 1- L/CI;IIJ(I;. (I- l.FJ 1(. r- (If, 'II#?,.N~)
5FHlP(
H,#'Il/ItfJ
PAINT 5T,fI,P;,.<,6
1, ~6~j(M~'}
1tJ'?- Jft'-/~ $ J1.f'h.C1 //1WA/ti
4.
$
5.
$
6.
$
IF ADDITIO~AL SPACE IS REQVIRED, PLEASE DVPLlCATE THIS SHEET
DO :-;OT WRITE ON THE BACK
WORKERS' COMPENSATION INSURANCE
CERTIFICATION
I am aware of the provisions of Section 3700 of the Labor Code requiring
every employer to be insured against liability for workers' compensation
or to undertake self-insurance in accordance with provisions of that code,
and I will comply with such provisions before commencing the
performance of the work of this contract.
Contractor:
NAME OF FIRM:
/. .,A. IJIAI/.-PfIfS, /Ne.
BY: .AlON GAMUt/"-
TITLE: I,fF~/PfNf
DATE: ,J 5 Jb?'
I I
(This affidavit shall be executed by all bidders at the time of bid submittal. Failure to execute the affidavit on this page
will result in rejection of bid.)
NON-COLLUSION AFFIDAVIT
To the Division of Public Works, Department of Development Services, City of San Bernardino, State of California:
The undersigned in submitting a bid for perfonning the following work by.contract, being duly sworn, deposes and says:
That he or she is of the party making the foregoing bid, that the bid is not made in the interest of, or on behalf of,
any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine -and
not collusive or sham; that the bidder has not directly or indirectly induced or solicited any other bidder to put in a
false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or
anyone else to put in a sham bid, or that anyone shall refrain from bidding; communication, or conference with
al)yone to fix any overhead, profi~ 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 on anyone interested in the proposed contract; or take any
action in restraint of free competitive bidding in connection with such 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 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.
t.,4. &W/t/JEI?S, INC..
Finn Name
~
---.....
Signature of Bidder
1
AtON 6AMtlft/PI{~SIPtNr
Printed Name a6d Title
/S~JJ SATI~y Sf. SlAITt H, /IAN Nt/'I$, tA o//I!~~
Business Address
/ffZLJ2 D/tKfNS 57.# ItJf, 5HllfMIIN ()!1-K{ tIr &J/'1~ '3
Place of Residence
Subscribed and sworn to before me this
day of
,20_
Signed
Notary Public in and for the County of
, State of California.
My Commission expires On
Year
CALIFORNIA ALL.PURPOSE ACKNOWLEDGMENT
':(:-,-
State of California
County of
L~S ANetLe)'
-~
<'=====""'0==""'1
I
I
} ss.
~.~
On Jliltlf f: J.,M1
Dale
, before me,
...,..
w,~ ,c'\.",J..} ,..,v{C:Cr
personally appeared
~
I
- .JEFFREY W. NICHOLS
". COMM. .1568799 !
_PUIUC _CAU_
LOS ANGeLES COUNTY
C-. Exp. APRIL 12, 2009
Place Notary Sea! Above
ALM GA-)1Ue~
~)ofSigf1er(S)
~ersonally known to me
o proved to me on the basis of satisfactory
evidence
to be the person(s) whose name(s) is/are
subscribed to the within instrument and
acknowledged to me that he/she/they executed
the same in his/her/their authorized
capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or
the entity upon behalf of which the person(s)
acted, executed the instr
Though the information below is not required by law, it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer's Name:
o Individual
o Corporate Officer - Title(s):
o Partner - 0 Limited 0 General
o Attorney in Fact
o Trustee
o Guardian or Conservator
o Other:
Signer Is Representing:
Number of Pages:
Top of thumb here
I
."-'
Cl 1997 National Notary Association' 9350 De Solo Ave., P.O. Box 2402. Chatsworth, CA 91313.2402
,"",
Prod. No. 5907 Reorder: Call Toll-Free 1-800-876-6827
,
~
~
I
~
FORM OF BID BOND
KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned,
L.A. BUILDERS,. INC.
as Principal, and
FIRST NATIONAL INSURANCE COMPANY OF AMERICA as Surety. are hereby and
firmly bound unto the Citv of San Bernardino , State of California, hminafter referred to as "Obligee" in Ibe
penal sum of ten percent (10% 1 of the lotal amount of the bid of the Principal submitted to the Obligee for the work
desClibed below, for lhe payment of which sum we hereby jointly and severally bind ourselves, our heirs, executors,
administrators, successors and assigns,
THE CONDITION OF TInS OBLIGATION IS SUCH, TIiAT:
WHEREAS, the Principal has submitted to Obligee, a cenain Bid, anached hereto and hereby made a pan heltof to enter
inlOaCOntTaClinwriting,forthe 1-215 FREEWAY SEGMENT 3 SEWER LINE RELOCATION
( Copy here the exact title description of work, including location as it appears on the proposal)
for which bids are to be opened on JUNE 5, 2007
( fllSen date of opening)
NOW,1REREFORE,
a. If said Bid shall be rejected, or in the alternate,
b. If said Bid shall be accepted and the Principal shall ~ecute a contract
in the FOlTll of contract allached hereto (properly completed in accordance with said Bid)
and shall furnish a bond for his faithful perfOlTlllnce of said contrac~
and shall in all other respects perform the agre~ment created by the acceptance of said Bid,
then this obligation shall he void; otherwise, the same shall remain in force and effecl; it being expressly understood and
agreed that the liability of the Surety for any and all claims hereunder shall, in no even~ exceed the penal amount of this
obligation as herein stated.
The Surety, for value received, hereby stipulates and agrees that the obligations of said Surety and ilS bond shall be in no
way impaired or affecled by any extension of the time within whieh the Obligee may accept such Bid; and said Surety
does hereby waive notice of any such extension.
Signed, this 25 t h d.ay of MAY
,20~.
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are
cotpol1ltions have caused their corpol1lle seals to be bereto affixed and these presents to be signed by their proper officers.
the day and year fitS! mentioned.
L.A. BUILDERS, INC.
V Principal
By: A '0'- C..,
Signature
AMERICA
(SEAL) FIRST NATIONAL INSURANCE COMPANY OF (SEAL)
Surety
~~
/ ,. Signature
IH.O/V &AMLlEt, fAtS/PfNf
Printed Name and Title
SHAWN BLUME, ATTORNEY-IN-FACT
Printed Name and Title
NOTE: Nolarizalion of Principal and Sunty sisnatures and Pow,r of Anorney of the Surety shall accompany this fonn,
CALIFORNIA ALL.PURPOSE ACKNOWLEDGMENT
State of CALIFORNIA
County of RIVERSIDE
On i)!iJS/07
DATE
before me,
R. CISNEROS "NOTARY PUBLIC"
NAME, TJTLE OF OFFICER - E.G., "JANE DOE. NQTAAY PUBUC"
personally appeared
SHAWN BLUME
NAME(S) Of SIGNERI51
iUi personally known to me - OR - 0 proved to me on the basis of satisfactory evidence
to be the personf,s'f whose name(.8? is/~
subscribed to the within instrument and ac-
knowledged to me that he/~/~ executed
the same in his/nJr/t~ir authorized
capacity{iJorl;), and that by his/tJ.e'r/t~r
signature~ on the instrument the person(;i1',
or the entity upon behalf of which the
person~ acted, executed the instrument.
if) R. CISNEROS
- COMM. #1488731
NOTARY PUBLIC. 8ALIFORNIA
RIVERSIDE C UNlY
My Comm. Exolres June 7 2008
WITNESS my hand and official seal.
?~
SIGNATURE OF NOTARY
OPTIONAL
Though Ihe deta below Is nol required by law, il may prove valuable to persons relying on the document and ODuld prevent
fraudulent reattachment 01 this lonm.
CAPACITY CLAIMED BY SIGNER
o INDIVIDUAL
o CORPORATE OFFICER
DESCRIPTION OF ATTACHED DOCUMENT
TITLE OR TYPE OF DOCUMENT
TlTLE(S)
o PARTNER(S)
o LIMITED
o GENERAL
NUMBER OF PAGES
o ATTORNEY-IN-FACT
o TRUSTEE(S)
o GUARDIANICONSERVATOR
o OTHER:
DATE OF DOCUMENT
SIGNER IS REPRESENTING:
NAAE OF PERSON(S) OA ENTITY(IESI
SIGNER(S) OTHER THAN NAMED ABOVE
80-'133 3/94
01993 NATIONAL NOTARY ASSOCIATION. 8236 Remmel Ave., P.O. Box 7184 . Canoga Park, CA 91309-7184
.
Gmm.
POWER
OF ATTORNEY
AIsl NaUun811111uranct Compeny of AlMrtca
S.recoPlllZ8
SeltUI, WA 98185
No. 6966
KNOW ALL BY THESE PRESENTS:
1I1at FIRST NATIONAL INSURANCE COMPANY OF AMERICA, a Wa.hIngtoo corporelloo. doao hereby appoint
"'-""SHAWN BLUME; ROSEMARY CISNEROS: JEREMY PENDERGAST: MICHAEL D. STONG; Riverside, Callfomla-
lis trua and lawful allomay(.)-In-fact, wfth rull authorlly 10 allBOute 00 behaf of Iha company lIdellly and .ul9ly bond, or
undertakings ond other documenls of a slmlar cheracler I'sued by the compony In the course of Ils business. and to bind FIRST
NATIONAL INSURANCE COMPANY OF AMERICA thereby as fully 0,11 such Instrumenls hod been duly OllBOuted by Is regularly
eloclod _,. atlls home oII1co.
IN WITNESS WHEREOF, FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and ettoelad thoee preoents
thl, 8th
day of March
2007
~~~
STEPHANIE DALEVJNATSON, SECRETARY
~'
TIM MIKOLAJEWSKI, SENIOR VICE-PRESIDENT, SURETY
CERTFtCATE
Extnad flam tho By-Lews of FIRST NATIONAL INSURANCE COMPANY OF AMERICA:
'Ar1IcIe V, SodIon 13. - FIDELITY AND SURETY BONDS ... the P""'dent, eny VIce P...IdenL tha Sacralaly, and any Assillant
Vlco PresIdent appointed for Ihot puoposa by the ol!lcar In cheIlle of suI9Iy oporaUons, shall ooch have ouIhorIIy 10 appoint
Individuals as atlomeyo-ln-fad or undor olher appropltolo lilies wfIh auIhoI1ty to axecuta 00 behallof the campeny ftdelty and ....Iy
bonde and olher documanl, of simler chorad..11ISUod by the company In the cotnII of lis bualn...... On any Inslnment making or
evidencing .uch appOOlmonL Iho IIIgnolu18S may be _.d by _. On any In_I confonlnCl such authortly or on any bond or
undert8king of the COfTl)8f1y, the 8881, or 8 facslmile lhereor, mIIY be Imprused or afftxed or In any other manner reproduced;
provfded, however, that the seal shal not be neceu.-y (0 Ihe validity of wry luch Instrument or undert8k1ng:
EldI1ICI flam e RosoIudon 0' the Bawd 01 Dlroctons of
FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted JuI, 28. 1970.
.On eny cer1lflcate executed by the Secretery or an 8881st8nt .ecrelary of the Company se~ aut.
(I) The provIaIon,oI Mlde V, Seclloo 13 oflho By-Lows, end
(II) A copy of tho powor-ol-altomey appointment, OIlocutad _11ft...Ia, and
(II) Ce~ng thetaold powor-ol-ellomey eppolnlmsnl 15 In fulllorco end effect,
Iha ,Ignature 01 tho cortlf\llng offtcer may be by locslmio. and tho aosl 01 the COmpony may be a facslmllelharaof."
I. Slophanlo Daley-Watsoo . SOCl1llary of FIRST NATIONAL INSURANCE COMPANY OF AMERICA. do hereby COl1tfy Ihot the
foregoing exlt8ct1 of the By-LBWS and of 8 Resolution of the Board of Dlrectonl of this corporaUon. and of . Power of Attorney
Issued purwent thereto. are true and correct. end that both the By-laws, the ReaoIuUon and the Power of AUorrey ar. aln In 'Lil foree
and otred.
IN WITNESS WHEREOF,I hllYe hereunto 8.1::!./~nd alld affixed the faellmlle ...1 of seld corporatlan
Iftlo d 5Th day of J!lA-Y
,~
S-1049JDF 4105
~~~
STEPHANIE DALEY-WATSON, SECRETARY
~ 8nd the Slrf,co bOO IJ8 r.gIsSer8d Intdemarts of s.reco Corporation.
WEB POF
CALIFORNIA ALL.PURPOSE ACKNOWLEDGMENT
'"
State of California
County of
L05 AN'EtG5
On JUtlt ~./(}1:; ,before me,
personally appeared
Place Notary Seal Above
~~C<',/!":('~6('C<',C<'.iX',(!}..'Y.
}ss.
r
N . and Tille of OtrlCef' (e.g., "Jane Doe. Notary Pu le1
AL.lJN 6A/fItltL
~oISigner(S)
~rsonally known to me
o proved to me on the basis of satisfactory
evidence
to be the person(s) whose name(s) is/are
subscribed to the within instrument and
acknowledged to me that he/she/they executed
the same in his/her/their authorized
capacity(ies), and that by his/her/their
signature(s) on the instrument the person(s), or
the entity upon behalf of which the person(s)
acted, executed the i ent.
Though the information below is not required by law. it may prove valuable to persons relying on the document
and could prevent fraudulent removal and reattachment of this form to another document.
Description of Attached Document
Title or Type of Document:
Document Date:
Signer(s) Other Than Named Above:
Capacity(ies) Claimed by Signer
Signer's Name:
o Individual
o Corporate Officer - Title(s):
o Partner - 0 Limited 0 General
o Attorney in Fact
o Trustee
o Guardian or Conservator
o Other:
Signer Is Representing:
Number of Pages:
Top of thumb here
'"
C 1997 National Notary Association. 9350 De SotoAve., P.O. Bolt 2402' Chatsworth, CA 91313.2402
,",
Prod. No. 5907 ReOI'der: ~d ToIl.Free '-800-876-6827
,
~
PART II
SPECIAL PROVISIONS
SPECIAL PROVISIONS
INSTRUCTIONS TO BIDDERS
SECTION 1
I-I SPECIFICATIONS AND PLANS
1'-1.01 GENERAL -- The work embodied herein shall be done in accordance with the
Standard Specifications for the Public Works Construction, 2006 Edition, and City of San
Bernardino Standard Drawings, insofar as the same apply and in accordance with the following
Special Provisions.
1-1.02 DEFINITIONS -- Whenever in the Standard Specifications the following terms
are used, they shall be understood to mean and refer to the following:
Al!:encv
The City of San Bernardino.
Board
The Mayor and Common Council
for the City of San Bernardino.
City Enl!:ineer
The City Engineer, Division of Public Works,
Department of Development Services
for the City of San Bernardino.
Laboratorv
The laboratory to be designated by
the City of San Bernardino to test materials
and work involved in the contract.
Office of the District -
Whenever, in the Standard Specifications, reference is made
to the office of the District or the District's office. such
references shall be deemed made to the City of San
Bernardino's Public Works Division Office, located in the
City of San Bernardino's Development Services
Department.
SP-l
The mailing address for the City of San Bernardino's Public
Works Division is:
City of San Bernardino
Development Services Department
Public Works Division
300 North "0" Street, 3rd Floor
San Bernardino, CA 92418
Office or Office of Structures Desil!:n - Office of the City of San Bernardino
Public Works Division
Resident Enl!:ineer -
City Enl!:ineer
The Resident Engineer is the City of San Bernardino's
City Engineer, registered as a Civil Engineer in the State of
California, or the designated representative of the City of
San Bernardino's City Engineer, registered as a Civil
Engineer in the State of California.
State Hil!:hwav Enl!:ineer - The City of San Bernardino's City Engineer, registered as
a Civil Engineer in the State of California.
Transportation Buildinl!: - Sacramento - The City of San Bernardino Public Works
Division Office, City Hall, 3rd Floor.
Notice Advertisinl!: for Bids - Notice Inviting Sealed Bids.
Standard Specifications - Standard Specifications for Public Works Construction
"Green Book".
Other terms appearing in the Standard Specifications, and these Special Provisions, shall
have the intent and meaning specified in Section 1-2, "Definitions", in the Standard
Specifications.
1-1.03 STANDARD SPECIFICATIONS - The Standard Specifications for the
Agency are contained in the most current edition of the STANDARD SPECIFICATIONS
FOR PUBLIC WORKS CONSTRUCTION, "GREEN BOOK", 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.
SP-2
The Standard Specifications set forth above will control the general provisions for this
Contract except as amended by the Plans, Special Provisions, or other contract documents.
Only those Sections requiring amendment or elaboration or specifying options are called
out.
In case of conflict between the Standard Specifications and the Special Provisions, the
Special Provisions shall take precedence over and be used in lieu of such conflicting portions.
References in the Special Provisions to "CAL TRANS Standard Specifications" shall
mean the Standard Specifications (MAY, 2006) of the State of California, Department of
Transportation.
References in the Special Provisions to Standard Plans shall mean the Standard Plans for
the City of San Bernardino or other governing agency as specified. Applicable Standard Plans
for this project are contained in the "Standard Drawings", section of these Specifications.
Where the Plans or Specifications describe portions of the work in general terms, but not
in complete detail, it is understood that the item is to be furnished and installed complete and in
place, that only the best general practice is to prevail and that only materials and workmanship
of the first quality are to be used. Unless otherwise specified, the Contractor shall furnish all
labor, materials, tools, equipment, and incidentals and do all the work involved in executing the
Contract. The Contractor shall meet or exceed the applicable Public Works Policies and
Procedures unless directed otherwise by these Special Provisions or as directed by the Engineer.
Plans and specifications must conform to the requirements of the City of San Bernardino,
American Concrete Institute (ACI), Uniform Building Code (UBC), Uniform Plumbing Code
(UPC), Caltrans Standard Specifications, these Special Provisions and the Standard
Specifications for Public Works Construction (Green Book), latest edition.
1-1.04 TAXES -- No mention shall be made in the proposal of Sales Tax, Use Tax,
or any tax, as all amounts bid will be deemed and held to include any such taxes, which may be
applicable.
1-1.05 INTERPRETATION OF PLANS AND DOCUMENTS -- If any person
contemplates submission of a bid for the proposed contract and is in doubt as to the true
meaning of any part of the services to be performed, they may submit a written request for an
interpretation or correction thereof. The person submitting the request will be responsible for its
prompt delivery.
SP-3
Any interpretation or correction of the proposed documents shall be made only by
addendum duly issued and copy of such addendum will be faxed and mailed or delivered to
each person of record as receiving a set of such documents. The City will not be responsible for
any other form of explanation or interpretation of the proposed documents.
1-1.06 ADDENDA OR BULLETINS -- All Bidders are advised as to the possibility
of issuance of addenda affecting the items, scope or quantity of the work required for this
project. Each Bidder shall be fully responsible for informing themselves as to whether or not
any such addenda have been issued. The effect of all addenda to the Contract Documents shall
be considered in the bid and said addenda shall be made a part of the Contract Documents and
shall be returned with them. Failure to cover in a bid any such addenda issued may render the
bid irregular and may result in its rejection by the City.
1-1.07 PLANS AND SPECIFICATIONS TO BE PROVIDED -- The City will
provide the Contractor with five (5) sets of Plans and Specifications at no cost after the A ward
of Contract. The Contractor shall obtain all additional sets at its own cost.
SP-4
SECTION 2
2-1 BID BONDS AND MBE/WBE
REQUIREMENTS AND CONDITIONS
2-1.01 GENERAL n Bids must submitted on the bid form contained herein. All bids
shall be signed, sealed and accompanied by cash, cashier's check or bid bond made payable to
the City of San Bernardino, in the amount of ten percent (10%) of the bid. Such cash, check or
bond shaH be given as a guarantee that the bidder will enter into the contract if awarded to him.
In the event the bidder, to whom the contact is awarded, refuses to execute said contract, and/or
fails to file the necessary bonds and insurance certificate within ten (10) working days after the
date of the City's Notice of Award, the Bidder shaH forfeit the bid bond to the City. Bynot
executing the contract, the use by the public of the improvements wiH be delayed and the public
wiH suffer great damage. From the nature of the case, it would be extremely difficult and
impractical to fix the amount of said damage. Therefore, the City and the bidder agree that the
bid guarantee of 10% of the bid shaH be paid to the City as forfeiture. Bid bonds shall be
underwritten by a surety company having a rating in Best's most recent Insurance Guide of "A"
or better. Bonds must be issued by a surety who is listed in the latest version of U.S.
Department of Treasury Circular 570 and is authorized to issue bonds in the State of California.
The Form of Bid Bond is contained in the Bid Documents in Part I of the Special Provisions.
Notarization of the signatures of the Principal and the Surety and the Power of Attorney of the
signing Surety shaH accompany this form. Any bid not accompanied by such bid bond will be
rejected as invalid.
2-1.02 MINQRITY AND WOMEN'S BUSINESS ENTERPRISES -- A policy for
establishing goals for participation of Minority and Women's Business Enterprises
(MBE/WBE) was adopted by Resolution No. 95-409 of the Mayor and Common Council of the
City of San Bernardino, on 11-20-95. This outreach program superseded Resolution No. 93-
411 and the Standard Operation Procedures dated January 1994.
Bidder's outreach efforts (good faith efforts) must reach out to MBEs, WBEs and all
other business enterprises. Prime bidders could reasonably be expected to produce a level of
participation by interested subcontractors of ...Ii.. % MBE and i % WBE on this project.
Bidders shaH make every reasonable effort to solicit bids from MBE/WBEs.
A justification shaH be provided to support the rejection of any bid from a minority or
women's business enterprise, certified by Caltrans.
sP-s
2-1.03 MINORITY. WOMEN AND OTHER BUSINESS ENTERPRISES AND CITY
PROCUREMENTS n It is the policy of the City of San Bernardino to provide Minority
Business Enterprises (MBEs), Women Business Enterprises (WBEs) and all other enterprises an
equal opportunity to participate in the perfonnance of all City contracts. Bidders shall assist the
City in implementing this policy by taking all reasonable steps to ensure that all available
business enterprises, including local MBEs and WBEs, have an equal opportunity to compete
for and participate in City contracts. Bidders' good faith efforts to reach-out to MBEs, WBEs
and all other business enterprises shall be detennined by the following factors:
(1) The bidder attended pre-solicitation or pre-bid meetings, if any, scheduled by the
City to infonn all bidders of the requirements for the project for which the contract will be
awarded. The City may waive this requirement if the bidder certifies it is infonned as to those
project requirements.
(2). The bidder identified and selected specific items of the project for which the
contract will be awarded to be perfonned by sub-contractors to provide an opportunity for
participation by MBEs, WBEs and other business enterprises. The bidder shall, when
economically feasible, divide total contract requirements into small portions or quantities to
pennit maximum participation ofMBEs, WBEs and other business enterprises.
(3) The bidder advertised for bids from interested business enterprises not less than
ten calendar days prior to the submission of bids, in one or more daily or weekly newspapers,
trade association publications, minority or trade oriented publications, trade journals, or other
media specified by the City.
(4) The bidder provided written notice of its interest in bidding on the contract to
those business enterprises, including MBEs and WBEs, having an interest in participating in
such contracts. All notices of interest shall be provided not less than ten calendar days prior to
the date the bids were required to be submitted. In all instances, the bidder must document that
invitations for sub-contracting bids were sent to available MBEs, WBEs and other business
enterprises for each item of work to be perfonned.
The Mayor's Affinnative Action Office shall be available to help identify interested
MBEs, WBEs and other business enterprises.
(5) The bidder documented efforts to follow up initial solicitations of interest by
contracting the business enterprises to detennine with certainty whether the enterprises were
interested in perfonning specific portions of the project.
(6) The bidder provided interested enterprises with infonnation about the Plans.
Specifications and requirements for the selected sub-contracting work.
SP-6
(7) The bidder requested assistance from organizations that provide assistance in the
recruitment and placement of MBEs, WBEs and other business enterprises not less than fifteen
days prior to the submission of bids.
(8) The bidder negotiated in good faith with interested MBEs, WBEs and other
business enterprises and did not unjustifiably reject as unsatisfactory bids prepared by any
enterprises, as determined by the City. As documentation the bidder must submit a list of all
sub-bidders for each item of work solicited, including dollar amounts of potential work for
MBEs, WBEs and other business enterprises.
(9) The bidder documented efforts to advise and assist interested MBEs, WBEs and
other business enterprises in obtaining bonds, lines of credit, or insurance required by the City
or Contractor.
If the City has established expected levels of participation for MBE and WBE sub-
contractors, failure to meet those levels shall not be a basis for disqualification of the bidder. A
determination of the adequacy of a bidders' good faith effort must be based on due consideration
of the indicia of good faith as set forth above.
In the event that the City is considering awarding away from the lowest bidder or not
awarding a contract to a proposed bidder because the bidder is determined to be non-responsive
for failure to comply with the good faith indicia set forth above, the City shall, if requested, and
prior to the award of the contract, afford the bidder the opportunity to present evidence to the
Mayor and Common Council in a public hearing of the bidders' good faith efforts in making its
outreach. In no case should the City award away pursuant to this program if the bidder makes a
good faith effort but fails to meet the expected levels of participation.
For the purposes of this Policy, "minority" shall be synonymous with "minority person"
as defined in California Public Contract Code Section 2000(f). Nothing herein restricts the
discretion of the City to reject all bids in accord with Charter Sections 140 and 238 or Chapter
3.04 of the San Bernardino Municipal Code.
The directions set forth herein shall take effect immediately, and all City Departments
shall modify their implementation programs to the extent such programs are inconsistent with
this policy.
2-1.04 SUBMISSION OF MBE/WBE INFORMATION - GOOD FAITH EFFORTS -
The Contractor may submit the MBE/WBE INFORMATION - GOOD FAITH EFFORTS
document with the contract Bid Documents prior to the hour of the bid opening. If this
document is not submitted with the Bid Documents, it must be submitted to the Public Works
Division, upon request, by 4:30 p.m. on the fourth working day following the day of the bid
openmg
SP-7
SECTION 3
3-1 A WARD AND EXECUTION OF CONTRACT
3-1.01 GENERAL -- Award of the contract will be made by the Mayor and the
Common Council at a Council meeting. The bidder, to whom the contract is awarded, shall file
with the Engineer all required bonds and insurance policies, and execute the contract within 10
calendar days after receiving notification of the award. Failure to file the stipulated documents
and execute the contract within the prescribed time shall constitute good and sufficient grounds
for rescission of the award and payment of 10% of the bid to the City as liquidated damages.
3-1.02 CONTRACT BONDS -- The Payment and Faithful Performance Bonds shall be
filed with the Engineer before the contract is executed by the City in accordance with Section 2-
4, "CONTRACT BONDS", of the Standard Specifications. The contract bonds, including
Payment Bond (Material and Labor Bond) and Performance Bond shall be underwritten by a
surety company having a rating in Best's most recent Insurance Guide of "A" or better. Bonds
must be issued by a surety who is listed in the latest version of U.S. Department of Treasury
Circular 570 and is authorized to issue bonds in California.
3-1.03 DISOUALIFICATION OF BIDDERS -- In the event that any Bidder acting as
a prime contractor has an interest in more than one submitted bid, all such submitted bids 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 bid as a prime contractor.
No contract will be executed unless the Bidder is licensed in accordance with the
provisions of the State Business and Professions Code.
The Contractor shall fill out all documents contained in the Bid Document section. and
comply with all the requirements of the Bid Documents and specifications contained in the
Special Provisions.
SP-8
3-1.04 AWARD OF CONTRACT -- Following a review of the bids, the City shall
detennine whether to award the contract or to reject all bids. The award of contract, if made,
will be to the lowest responsible Bidder as detennined solely by the City. Additionally, the City
reserves the right to reject any or all bids, to accept any bid or portion thereof, to waive any
irregularity and to take the bids under advisement for the period of time stated in the legal notice
inviting sealed bids as may be required to provide for the best interest of the City. The
Contractor's original signature on the Bid Fonn shall constitute a commitment on the part of the
Bidder to furnish the items as set forth in the Bid Fonn, the Instructions to Bidders, the Plans,
the Special Provisions and the Notice Inviting Bids. The Bidder to whom the contract is
awarded shall be notified upon approval of the contract by the City Council. The Notice
Inviting Sealed Bids, the Instructions to Bidders, the Bid Fonn, the Plans, Special Provisions
and Standard Specifications, Addendum, together with any attachments, shall be considered as
part of the contract between the City and the Contractor to whom the contract is awarded. 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.
3-1.05 REOUIRED EXAMINA nON OF ALL CONTRACT DOCUMENTS
A. Before submitting a Bid, each Bidder shall thoroughly examine and be
familiar with the Specifications, Plans, and addenda, or any other Contract
Documents. The submission of a Bid shall constitute an acknowledgement
upon which the City may rely that the Bidder has thoroughly examined and is
familiar with all the Contract Documents.
B. The failure or neglect of a Bidder to receive or examine any of the Contract
Documents shall in no way relieve that Bidder from any obligation with
respect to its Bid or to the Contract. No claim for additional compensation
will be allowed which is based upon a lack of knowledge of any Contract
Documents.
C. The Bidder shall not be allowed any extra compensation by reason of any
matter or thing, concerning that which such the Bidder might have fully
infonned himself prior to the bidding.
D. No Bidder shall at any time after submission of a bid make any claim or
assertion that there was any misunderstanding or lack of infonnation
regarding the nature or amount of work necessary for the satisfactory
completion of the job.
SP-9
3-1.06 REOUIRED INSPECTION OF THE SITE --
A. Bidders are required to inspect the site of the work to satisfy themselves by
personal examination, or by such other means as they may prefer, of the
location of the proposed work, and of the actual conditions, including
subsurface of, and at, the site of the work.
B. If, during the course of examination, a Bidder finds facts or conditions that
appear to be in conflict with the letter or spirit of the bidding documents, the
Bidder shall notify the Engineer immediately.
C. Submission of a Bid by the Bidder shall constitute conclusive evidence that, if
awarded the Contract, it has relied and is relying on its own examination of
the following:
1. The site of the work.
2. Access to the site.
3. All other data and matter requisite to the fulfillment of the work.
4. The Bidder's own knowledge of existing facilities on and in the
vicinity of the site of the work under the Contract.
5. The conditions to be encountered.
6. The character, quality, scope and complexity of the proposed work.
7. The quality and quantity of the materials to be furnished.
8. The requirements of the Specifications, Plans, any addenda, or any
other Contract Documents.
D. The information provided by the City is not intended to be a substitute for, or
a supplement to, the independent verification by the Bidder to the extent such
independent investigation of site conditions is deemed necessary or desirable
by the Bidder.
SP-IO
SECTION 4
4-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK
TIME OF COMPLETION AND LIOUIDATION DAMAGES
4-1.01 GENERAL Attention is directed to the provIsIOns in Section 6-1,
"Construction Schedule and Commencement of Work", in Section 6-7.1, "Time of Completion"
and in Section 6-9, "Liquidated Damages" of the Standard Specifications and these Special
Provisions.
4-1.02 WORKING DAYS -- The Contractor shall diligently prosecute the work to
completion before the expiration of
..2!L WORKING DAYS
from the date of the "NOTICE TO PROCEED"
4-1.03 LIOUIDATED DAMAGES -- The Contractor shall pay to the City of San
Bernardino the sum of $500.00 per day for each calendar day's delay in finishing the work in
excess of the number of working days prescribed above.
In case all the work called for is not completed in all parts and requirements within the
time specified, the City shall have the right to grant or deny an extension of time for completion,
as may seem best to serve the interest of the City. The Contractor will not be assessed with
liquidated damages during the delay in the completion of the work caused by acts of God or of
the Public Enemy, acts of the State, fire not due to acts of Contractors .or Subcontractors,
epidemics, quarantine, restrictions, freight embargo, unusually severe weather, or delays of
Subcontractors due to such causes provided that the Contractor shall, within ten (10) days from
the beginning of such delay, notify the City, in writing, of the cause of the delay. The City will
ascertain the facts and the extent of the delay, and the findings thereon shall be final and
conclusive.
The Contractor's proposed Construction Schedule shall be submitted to the Engineer
within ten (10) working days after the date of the Notice of Award of the Contract. The
schedule shall be supported by written statements from each supplier of materials or equipment
indicating that all orders have been placed and acknowledged and setting forth the dates that
each item will be delivered. The schedule shall be in the form of a tabulation, chart or graph.
SP-ll
4-1.04 PROGRESS REPORTS AND ACCOUNTING OF CONTRACTOR
WORKING DAYS -- The Contractor shall submit periodic Progress Reports to the Engineer
by the tenth 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. Section 6-7.3. "Contract Time Accountin)!". o(the
Standard Specifications is superseded bv these Special Provisions. The Engineer or his/her
designee will make a daily determination of each working day to be charged against the contract
time. Per contract written request, the Engineer will provide working and non-working days to
the Contractor.
4-1.05 INSPECTION -- The contractor is responsible to notify the Public
Works/Engineering Division 48 hours prior to start of any work. Any work performed without
inspection by the City is subject to rejection and removal of work performed, and at contractor
expense, the work will have to be reconstructed. At the inspector's request and the contractor's
expense, any pipes less than 24" must be inspected by camera for joint grouting and any other
inspection.
For inspection after regular working hours, see Section 6-1.06 "HOLIDAYS.
WORKING DAYS AND HOURS", of these Special Provisions.
SP-12
SECTION 5
5-1 LEGAL REQUIREMENTS
5-1.01 INSURANCE REQUIREMENTS -- 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.
The Contractor shall indemnify and save harmless the City of San Bernardino, the State
of California, the County of San Bernardino and/or any incorporated city from all claims or
suits for damages arising from the prosecution of the contract work, as more fully described in
Subsection 5-1.06, "Contractor's Liability". .
The Contractor agrees to protect, defend and indemnify the City of San Bernardino
against loss, damage or expense by reason of any suit claims, demands, judgements and causes
of action caused by the Contractor, its employees, agents or any subcontractor, or by any third
party arising out of or in consequence of the performance of all or any operations covered by the
Certificate of Insurance. The Contractor, at its option, may include such coverage under Public
Liability coverage.
5-1.02 LIABILITY INSURANCE -- The Contractor's attention is directed to Section
7-3, "Liability Insurance", of the Standard Specifications, providing that the Contractor shall
furnish the City with a policy or certificate of liability insurance prior to execution of the
contract. All of the Insurance Policies shall name the City of San Bernardino as an
additional insured. The endorsement shall be provided by/or agent of the insurance company
and shall be notarized to that affect. ACCORD Forms are not acceptable, nor forms signed by
the broker, unless they have Power of Attorney to bind the insurance provider. (See attached
sample forms.)
Contractor shall maintain minimum limits of insurance no less than:
1. General Liability: $1,000,000.00 per occurrence and $2,000,000.00
aggregate for bodily injury, personal injury and
property damage. Commercial General Liability
Insurance or other form with a general aggregate
limit shall apply separately to this project/location;
SP-13
2. Products/Completed Operations: $1,000,000.00 per occurrence and
$2,000,000.00 aggregate;
3.
Automobile Liability:
$1,000,000.00 per accident for bodily injury
and property damage;
4.
Emplover's Liabilitv:
$1,000,000.00 per accident for bodily injury
or illness;
5.
Course of Construction:
Completed value of the project.
5-1.03 WORKER'S COMPENSA nON INSURANCE -- The Contractor's attention is
directed to Section 7-4, "Worker's Compensation Insurance", of Standard Specifications,
providing that the Contractor shall file a signed certification Certificate of Worker's
Compensation Insurance before execution of the contract.
5-1.04 PAYMENT OF PREY AILING WAGE RATE -- The Contractor and all
subcontractors shall pay each craft or worker employed on this project not less than the
prevailing wage rates specified in Resolution No. 90-358 of the Mayor and Common Council of
the City of San Bernardino. The Engineer shall have the right to interview any craft or worker
on the project site in order to verify payment of prevailing wage rates in accordance with
Resolution No. 90-358. Prevailing wage shall comply with current rates and all updates.
5-1.05 PAYROLL RECORDS -- The Contractor's attention is directed to the following
provisions of Labor Code Section 1776 (Stats.1978, Ch. 1249). The Contractor shall be
responsible for the compliance with these provisions by his subcontractors.
(a) The Contractor and all subcontractors shall keep an accurate payroll record,
showing the name address, social security number, work classification, straight
time, and overtime hours worked each day and week, and the actual per diem
wages paid to each journeyman, apprentice, worker, or other employee
employed by him or her in connection with public work.
(b) The payroll records enumerated under subdivision ( a) shall be certified and shall
be available for inspection at all reasonable hours at the principal office of the
Contractor on the following basis:
SP-14
(1) A certified copy of an employee's payroll record shall be made available
for inspection or furnished to such employee or his or her authorized
representative on request.
(c) Each Contractor shall file a certified copy of the records enumerated in
subdivision (a) with the Engineer on a weekly basis. It will be the Contractor's
responsibility to submit the records enumerated in subdivision (a) for all his
subcontractors, in addition to his own employees. Failure to submit the records
enumerated in subdivision (a) on a timely basis shall constitute good and
sufficient reason for withholding the partial payments for work accomplished.
5-1.06 CONTRACTOR'S LIABILITY -- The City of San Bernardino, the Mayor, the
City Councilor the Engineer shall not be answerable or accountable in any manner for any loss
or damage that may happen to the work or any part thereof; or for any of the materials or other
things used or employed in performing the work; or for injury to any person or persons, either
workers or the public; or for damage to any person or persons, either workers or the public; or
for damage to adjoining property from any cause which might have been prevented by the.
Contractor, or his workers, or anyone employed by him; against all of which injuries or
damages to persons and property the Contractor, having control over such work, must properly
guard. The Contractor shall be responsible for any damage to any person or property resulting
from defects, obstructions, or any time before its completion and final acceptance, and shall
indemnify and save harmless the City of San Bernardino, the Mayor, the City Council and the
Engineer from all suits or actions of every name and description brought for, or on account of,
any injuries or damages received or sustained by any person or persons, by the Contractor, his
servants or agents, in the construction of the work or in consequence of any negligence in
guarding the same, in improper materials used in its construction, by or on account of any act or
omission of the Contractor or his agents, and so much of the money due the Contractor under
and by virtue of the Contract as shall be considered necessary by the City may be retained by
the City until disposition has been made of such suits or claims for damages aforesaid.
If, in the opinion of the Engineer, the precautions taken by the Contractor are not safe or
adequate at any time during the life of the Contract, the Engineer may order the Contractor to
take further precautions, and if the Contractor shall fail to do so, the Engineer may order the
work done by others and charge the Contractor for the cost thereof, such cost to be deducted
from any monies due, or becoming due, the Contractor. Failure of the Engineer to order such
additional precautions, however, shall not relieve the Contractor from his full responsibility for
public safety.
SP-15
5-1.07 ATIORNEY'S FEES AND ARBITRATION -- The prevailing party in any
legal action to enforce or interpret any provisions of this Agreement will be entitled to recover
from the losing party all attorney fees, court costs and necessary disbursements in connection
with that action. The costs, salary and expenses of the City Attorney and members of his office,
in connection with that action, shall be considered as attorney's fees for the purposes of this
Agreement. Caltrans Standard Specifications Section 9-1.10 regarding Binding Arbitration is
hereby specifically excluded from this Contract.
5-1.08 WITHDRAWAL OF BIDS -- A bid may be withdrawn by a written request
signed by the Bidder. Such requests must be delivered to the City's designated official prior to
the bid opening hour stipulated in the "Notice Inviting Bids" or an amended date and hour
stipulated in a signed addenda to the Special Provisions. The withdrawal of a bid will not
prejudice the right of the Bidder to submit a new bid, providing there is time to do so. Bids may
not be withdrawn after said bid opening hour without forfeiture of the bidder's bid guarantee.
5-1.09 IRREGULAR BIDS -- Unauthorized conditions, limitations, or provisions
attached to a bid will render it irregular and may cause its rejection. The completed bid forms
shall be without interlineations, alterations, or erasures. No oral, telegraphic, or telephonic bid,
modification, or withdrawal will be considered.
5-1.10 CITY BUSINESS REGISTRATION CERTIFICATE -- The Contractor
warrants it possesses, or shall obtain, and maintain during the term of this Agreement, a
business registration certificate pursuant to Title 5 of the City of San Bernardino Municipal
Code, and any and all other licenses, permits, qualifications, insurance and approvals of
whatever nature that are legally required of contractor/consultant/vendor to practice its
profession, skill or business. Contractor shall obtain a City of San Bernardino Business
Registration its own expense.
SP-16
ACCORD
CERTIFICATE OF INSURANCE
DATE (MMNYIOD)
00/00/00
THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED
NOlWITHSTANDING ANY REQUIREMENT, TERM, OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY
PERTAIN. THE INSURANCE AFFORDED BY THE POUCIES DESCRIBED HEREIN IS SUBJECT TO AU. THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. LIMITS SHOWN
MAY HAVE BEEN REDUCED BY PAID CLAIMS.
eo
LTR
PRODUCER
COMMERCIAL ASSOCIATES INS., INC.
1226 EAST LA PALMA AVE.
ANAHEIM, CA 92807
(714) 524-4949 FAX: (7145) 524-4940
INSURED
YOUR COMPANY NAME
AND ADDRESS
COVERAGES
TYPE OF INSURANCE
POLICY
NUMBER
GENERAL LIABILITY
x
COMMERCIAL GEN LIABILITY
A
a CLAIMS 0 OCCUR
MADE
OWNER'S & CONTRACTOR'S PROf
102267576
x
AUTOMOBILE LIABILITY
X ANY AUTO
AlL OWNED AUTOS
B
BAP 5197135
SCHEDULED AUTOS
HIRED AUTOS
NON-OWNED AUTOS
GARAGE LIABILITY
ANY AUTO
WORKERS COMPENSATION AND
EMPLOYER'S LIABILITY
c
THE PROPRIRETORl
PARTNERS/EXECUTIV
E OFFICERS ARE
INCL
EXeL
THIS CERTIFICATE ISSUED AS A MATTER OF INFORMATION ONLY
AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.
THIS CERTIFICATE DOES NOT AMEND. EXTEND. ORAL TER
THE COVERAGE AFFORDED BY THE POLICIES BELOW.
COMPANIES AFFORDING COVERAGE
COMPANY
A
COMPANY
B
COMPANY
C
COMPANY
D
CNA - TRANSCONTINENTAL
CNA - VALLEY FORGE
CHUBB GROUP - FEDERAL INSURANCE
POLICY EFFECTIVE
DATE (MMIYY/DD)
POLICY EXPIR
DATE (MMlYY/DDI
LIMITS
02101198
EACH OCCURRENCE $ 1000 000
FIRE DAMAGE ANY ONE FIRE $ 500000
MED EXP (ANY ONE PERSON) $ 5,000
02/01199
PERSONAL & ADV INJURY $1,000 000
GENERALAGREGATE $ 2,000,000
PRODUCTS-COMP/OP AGG $2,000,000
COMBINED SINGLE LIMIT $ 1 000000
BODILY INJURY
PER PERSON
BODILY INJURY
PER ACCIOENT
PROPERTY DAMAGE
PER ACCIOENT
AUTO ONLY - EACH ACCIDENT
OTHER THAN AUTO ONL '(
EACH ACCIDENT
OTrlER THAN AUTO ONL '(
AGGREGATE
WORKERS COMP
X STATUTORY LIMITS
$
$
$
E,L. EACH ACCIDENT
$1,000,000
$1,000,000
$1,000,000
02101198
02101/99
E.L. DISEASE EA EMPLOYEE
EL DISEASE POLICY LIMIT
OTHER
DESCRIPllON OF OPERATIONSlLOCA TlONSNEHlCLESISPEClAL ITEMS
JOB LOCATION: ALL CALIFORNIA OPERATIONS OF THE NlAMED INSURED
RE: (INSERT PROJECT NAME)
BELOW NlAMES AS ADDITIONAL INSURED WITH RESPECT TO GENERAL LIABILITY AS REQUIRED BY PROJECT CONTRACT
CERTIFICATE HOLDER
THE CITY OF SAN BERNARDINO
DEPARTMENT OF DEVELOPMENT SERVICES
DIVISION OF PUBLIC WORKS
300 NORTH "D" STREET, 3". FLOOR
SAN BERNARDINO, CA 92418-0001
ACCORD 25-8 1195
CANCELLATION
SHOULD ANY OF THE ABOVE OESCRIBED POUCIES BE CANCELLED BEFORE THE EXPIRATION DATE
THEREOF, THE ISSUEINO COMPANY WlU MAlL.1i.. DAYS WRITTEN NOTICE TO THE CERTIFICATE HOlDER
NAMES TO THE LEFT.
AUTHORIZED REPRESENTATIVE
JOHN E. SMITH (SIG!\iAn.RE)
@ACCORDCORPORATlON
SP-17
COMMERCIAL GENERAL LIABILITY
NAMED INSURED:
POLICY NUMBER:
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY
ADDITIONAL INSURED n_m OWNERS, LESSES OR
CONTRACTORS (FORM B)
This endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART-OCCURRENCE
SCHEDULE
NAME OF PERSON OR ORGANIZATION:
CITY OF SAN BERNARDINO
DEVELOPMENT SERVICES/PUBLIC WORKS
300 NORTH "D" STREET, 3RD FLOOR
SAN BERNARDINO, CA 92418-0001
SIMPLE ONLY
(If no entry appears above, information required to complete this endorsement will be shown in the
Declarations as applicable to this endorsement.)
WHO IS AN INSURED (Section II) is amended to include as an insured the person or organization
shown in the Schedule, but only with respect to liability arising out of "your work" for that insured
by or for you.
NOTE: MUST BE SIGEND BY AUTHORIZED REPRESENTATIVE FOR PROVIDER
SUPPLY POWER OF ATTORNEY GIVING AUTHORITY TO BIND
CG 20 10 11 85
Authorized Representative for
CNA Insurance Group
Golden Eagle Insurance Company
SP-18
SECTION 6
6-1 GENERAL
6-1.01 INCREASED OR DECREASED QUANTITIES -- If the total pay quantity of
any item of work subject to the provisions in Section 3-2.2.1, "Contract Unit Prices" ,"increased
or decreased quantities", of the Standard Specifications varies by more than 25 percent,
compensation payable to the Contractor will be determined in accordance with said Section 3-
2.2.1 and these Special Provisions.
When the compensation payable for the number of units of an item of work performed in
excess of 125 percent of the Engineer's Estimate is less that 51,500 at the applicable contract
unit price, the Engineer reserves the right to make no adjustment in said price if he so elects,
except that an adjustment will be made if requested in writing by the Contractor. Such
Contractor's request shall be accompanied by adequate, detailed data to support costs of the
item.
Should the total pay quantity of any item of work required under the contract be less than
75 percent of the Engineer's Estimate, therefor, the Engineer reserves the right to make no
adjustment in said price if he so elects, except that an adjustment will be made if requested in
writing by the Contractor. Such Contractor's request shall be accompanied by adequate,
detailed data to support costs of the item.
The payment of the total pay quantity of such item of work will in no case exceed the
payment which would be made for the performance of 75 percent of the Engineer's Estimate of
the quantity at the original contract unit price.
6-1.02 SOUND CONTROL REOUIREMENTS -- Sound control shall comply with
Chapter 8.54 of the City of San Bernardino Municipal Code and these Special Provisions.
The noise level from the Contractor's operations between the hours of 9:00 p.m. and
6:00 a.m. shall not exceed 86 dbA at the distance of 50 feet. This requirement in no way
relieves the Contractor from responsibility for complying with local ordinances regulating noise
levels
Said noise level requirements shall apply to all equipment on the job or related to the job,
including but not limited to trucks, transit mixers or transient equipment that mayor may not be
owned by the Contractor. The use of loud sound signals shall be avoided in favor of light
warnings except those required by safety laws for the protection of personnel.
SP-19
6-1.03 NA TrONAL POLWT ANT DISCHARGE ELrMINA TrON SYSTEM (NPDES)
REQUIREMENTS -- The Contractor shall adhere strictly to Sections 7-8 and 7-10 of the
Standard Specifications for Public Works (Green Book) through the entire project. The
Contractor, without limitation, shall be responsible to provide and implement Best Management
Practices to comply with National Pollution Discharge Elimination System (NPDES) standards
and practices. The Contractor shall be responsible, to the fullest extent possible, not to permit
any contaminants, including soil, to enter any drainage system. Contractor shall be responsible
to be prepared to provide hay bales or similar devices to prevent erosion from being washed into
the storm drain system. The Contractor shall be responsible to maintain equipment so that oil,
grease, gasoline, diesel fuel, et aI., does not contaminate areas subject to run-off. The
Contractor and its Surety shall fully indemnify the City for any pollution damage and/or
cleaning costs. AII construction on off-site or on-site improvements shall adhere to NPDES
(National Pollution Discharge Elimination System) Best Management Practices to prevent
deleterious materials or pollutants from entering the City or County storm drain systems.
The following are the areas to be addressed where aOl'licable:
1. Handle, store and dispose of materials properly.
2. A voiding excavation and grading activities during wet weather.
3. Construct diversion dikes and drainage swales around working sites.
4. Cover stockpiles and excavated soil with secured tarps or plastic sheeting,
5. Develop and implement erosion control plans.
6. Check and repair leaking equipment away from construction site.
7. Designate a location away from storm drains for refueling.
8. Cover and seal catch basins whenever working in their vicinity.
9. Use vacuum with all concrete sawing operations.
10. Never wash excess material from aggregate, concrete or equipment onto a street
II. Catch drips from paver with drip pans or absorbent material.
12. Clean up all spills using dry methods.
13. Sweep all gutters at the end of each working day.
Gutters shall be kept clean after leaving construction site,
14. Call 911 in case of a hazardous spill.
15. Keep a running log of all activities in connection with
the Storm Water Pollution Prevention Plan (SWPPP)
16. Name a person, on site, responsible for complying with S.W,P,P,P,
Best Management Practices (BMPs). Best Management Practices shall be defined as any
program, technology, process, siting criteria, operating method, 'measure, or device which
controls, prevents, removes, or reduces pollution. The Contractor shall obtain and refer to the
California Storm Water Best Management Practice Handbooks, Volume 3 Construction BMP
Handbook and the County Regional Best Management Practices Handbook for Construction
Activities.
SP-20
The Contractor shall have a minimum of two (2) readily accessible copies of each
publication on the Work site at all times.
The Contractor shall implement the following BMPs III conjunction with the
construction operation and activities:
CONSTRUCTION PRACTICES
Water Conservation Practices
Dewatering
Paving Operations
Structure Construction and Painting
MATERIAL MANAGEMENT
Material Delivery and Storage
Material Use
Spill Prevention and Control
WASTE MANAGEMENT
Solid Waste Management
Hazardous Waste Management
Contaminated Soil Management
Concrete Waste Management
Sanitary/Septic Waste Management
VEHICLE AND EOUIPMENT MANAGEMENT
Vehicle and Equipment Cleaning
Vehicle and Equipment Fueling
Vehicle and Equipment Maintenance
VEGETATIVE STABILIZATION
Scheduling
Preservation of Existing Vegetation
Temporary Seeding and Planting
Mulching
PHYSICAL STABILIZATION
Geotextiles and Mats
Soil Stabilizer/Dust Control
Temporary Stream Crossing
Stabilized Construction Roadway
Stabilized Construction Entrance
SP-21
RUNOFF DIVERSION
Sodding, Grass Plugging, and Vegetative Buffer strips
Earth Dikes, Drainage Swales, and Lined Ditches
Top and Toe of Slope Diversion Ditches/Berms
Slope Drains and Subsurface Drains
VELOCITY REDUCTION
Flared Culvert End Sections
Outlet ProtectionlVelocity Dissipation Devices
Check Dams
Slope Roughening/TerracinglRounding
SEDIMENT TRAPPING
Silt Fences
Straw Bale Barrier
Sand Bag Barrier
Brush or Rock Filter
Storm Drain Inlet Protection
Sediment Traps
Sediment Basin
Additional BMPs may be required as a result of a change in actual field conditions,
contractor activities, or construction operations. When more than one BMP is listed under each
specific BMP category, the Contractor shall select the appropriate and necessary number of
BMPs within each category in order to achieve the BMPobjective.
BMPs for contractor activities shall be continuously implemented throughout the project.
Resourcesto implement BMPs for erosion control and sedimentation shall be readily available
and implemented throughout the construction phase and whenever the National Weather Service
predicts rain within 24 hours. BMPs for erosion control and sedimentation shall also be
implemented prior to the commencement of any contractor activity or construction operation
that may produce run-off, and whenever run-off from other sources may occur.
The CITY, as a permittee, is subject to enforcement actions by the State Water
Resources Control Board, Environmental Protection Agency, and private citizens. The CITY
may assess the Contractor a penalty of $1,000 for each calendar day that the Contractor has not
fully implemented the BMPs specified for the Contract and/or is otherwise in noncompliance
with these provisions. In addition, the CITY will deduct, from the final payment due the
Contractor, the total amount of any fines levied on the CITY, plus legal and staff costs, as a
result of the Contractor's lack of compliance with these provisions and/or less than complete
implementation of the specified BMPs.
SP-22
Full compensation for the implementation of BMPs, including the construction, removal,
and the furnishing of all necessary labor, equipment, and materials, shall be considered as
included in the prices bid for the various items of work
Storm Water Pollution Prevention Plan (SWPPP). A Storm Water Pollution Prevention
Plan (SWPPP) shall be defined as a report that includes site map(s), identification of
construction and contractor activities that could pollute storm water, and a description of
measures and practices to control the potential pollutants. The preparation and implementation
of the SWPPP is intended to ensure that the Contractor will make every reasonable effort to
prevent the pollution of water resources during the period of construction. All projects,
regardless of size, shall have a SWPPP developed prior to the performance of any soil
disturbing activities. Projects over one acre are placed under the regulations of the National
Pollutant Discharge Elimination System (NPDES) General Permit for Storm Water Discharge
Associated with Construction Activity. In the State of California, these regulations are adopted
by the State Water Resources Control Board and as such projects that fall into this category
must submit a Notice of New Construction (NONC) to the State Water Resources Control
Board (SWRCB) to obtain a waste discharge identification number (WOlD). This information
is available for review and downloading on the State of California, Department of
Transportation web site at http://www.dot.ca.gov/hq/construclstormwater/manuals.
SWPPP's over one acre shall be prepared under the supervision of, and signed by, a
Civil Engineer registered by the State of California. All SWPPP's shall include and incorporate
BMPs that address contractor activities, erosion, and sedimentation control. The SWPPP shall
also include and incorporate appropriate BMPs for run-off generated by construction activities
and other non-storm water sources. During all periods of construction, excavated soils which are
stored on-site shall be completely covered with waterproof material and sand (or gravel) bagged
or bermed in order that, in the event of a storm, no soil becomes mixed with or transported by
storm water run-off.
If, during construction operations, field conditions change in a manner which, in the
opinion of the Field Engineer, significantly deviates from how the SWPPP, as approved by the
CITY, addressed the current construction operation, the Field Engineer may direct the
Contractor to revise the current construction operation and/or the SWPPP. Such directions will
be made in writing and will specify the items of work for which the SWPPP is inadequate. No
further work on these items will be permitted until the Contractor revises the construction
operations to the satisfaction of the Field Engineer and/or until the Contractor submits a reVIsed
SWPPP and receives CITY approval.
The Field Engineer will notify the Contractor of the acceptance or rejection of the
revised SWPPP within seven (7) working days from the date of submittal.
SP-23
The SWPPP shall be submitted to the CITY for review and approval a minimum of
twenty (20) working days prior to the commencement of construction operations in accordance
with 6-1.03 of these Special Provisions.
Full compensation for preparation of the SWPPP, revisions to the SWPPP, and all other
related costs shall be considered as included in the prices bid for the various items of work.
The City's NPDES Division shall be contacted prior to any work to determine whether
or not the project will require the development of a Water Quality Management Plan (WQMP).
THE CONTRACTOR SHALL COMPLY WITH THESE REQUIREMENTS AND
CITY ENGINEER'S DIRECTIONS DURING THE COURSE OF CONSTRUCTION.
6-1.04 PERMITS AND LICENSE -- The Contractor shall pay for and obtain a City
Business Registration prior to the execution of the contract.
Prior to the commencement of work, the Contractor shall obtain a construction permit at
no cost from the City of San Bernardino, Public Works Division, Engineering Section, located
at San Bernardino City Hall, 300 North "D" Street, 3'd Floor, San Bernardino, CA 92418. The
permit shall be kept in a readily available place on the job site at all times during construction.
While no fee will be charged for the permit, no permit will be issued unless the Contractor
provides a code reference number from USA. Contractor shall obtain all required permits from
all other City of San Bernardino Departments/divisions and/or agencies including, but not
limited to, Building Division, Public Services - Sewer, Water, County Flood Control, Railroad,
Caltrans, Fish & Game, Corp. of Engineers, Regional Water Quality Board, etc., at his/her own
expense, unless otherwise stated in the Plans and Specifications. These fees and permits shall
include water and sewer hook-up, meter, inspection and flagging fees. Contractor shall obtain a
City of San Bernardino Business License at his/her own expense.
6-1.05 EXTRA WORK AND MARKUP -- Any extra work done shall conform to the
provisions of Section 3.3, "Extra Work", of the Standard Specifications, subject to the
restrictions of Section 20452 and 20455 of the Public Contract Code.
A. Work bv Contractor The following percentages shall be added to the
Contractor's costs and shall constitute the markup for all overhead and profits:
I)
2)
3)
4)
Labor
Material
Equipment Rental
Other items and Expenditures
20
15
15
15
SP-24
To the sum of the costs and markups provided for in this subjection,
compensation for bonding shall be at the rate specified by the bonding company.
B. Work bv Subcontractor When all or any part of the extra work is
performed by a Subcontractor, the markup established above shall be applied
to the Subcontractor's actual cost of such work, also a markup of 10 percent
on the first $5,000.00 of the subcontracted portion of the extra work and a
markup of 5 percent on work added in excess of $5,000.00 of the
subcontracted portion of the extra work may be added by the Contractor.
6-1.06 HOLIDAYS. WORKING DAYS AND HOURS -- The Contractor's activities
shall be confined to the hours between 7:00 a.m. and 4:30 p.m., Monday through Friday,
excluding holidays, as defined in this section. 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. No traveled lane shall be closed during rush hour, (7:00 a.m. to 8:30 a.m.
and 4:30 p.m. to 6:00 p.m., unless approved by the Engineer.
The Contractor shall coordinate with the Engineer regarding working hours prior to start
of construction. In the event of either a requested or emergency deviation, 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 Contractor will coordinate inspections with the Public Works Inspector 48
hours prior to any work being done during evenings or Saturdays.
Designated legal Holidays are: January 1st, the third Monday in January, the third
Monday in February, the last Monday in May, July 4th, the first Monday in September,
November 11th, Thanksgiving Day and the Friday following, December 25th and the wOl:king
day preceding or following (as directed by the Mayor and Common Council) and the last
working day of the year. When a designated legal holiday falls on a Sunday, the following
Monday shall be a designated legal holiday. When a designated legal holiday falls on a
Saturday, the preceding Friday shall be designated a legal holiday.
6-1.07 PAYMENTS -- Attention is directed to Section 9-3, "Payments", and 9-3.2,
"Partial and Final Payment", of the Standard Specifications and these Special Provisions.
No partial payment will be made for any materials which are furnished, but not
incorporated in the work.
The Contractor shall submit "As Built" project drawings to the Engineer prior to the
release of final payment and/or bonds.
SP-25
6-1.08 PROJECT APPEARANCE n The contractor shall maintain a neat appearance
to the work including use of street sweeping.
In any area visible to the public, the following shall apply:
When practicable, broken concrete and debris developed during clearing and
grubbing shall be disposed of concurrently with its removal. If stockpiling is
necessary, the material shall be removed or disposed of weekly unless
otherwise specified.
6-1.09 DISPOSAL OF EXCESS EXCAVATED OR REMOVED MATERIAL n
Unless otherwise specified, all excess excavation or removed material shall become the property
of the Contractor and shall be disposed of by him away from the site of the work.
6-1.10 SURVEYING SERVICE -- Surveying and/or contract staking shall be done
per Section 2-9.2 of the Standard Specifications and these Special Provisions.
The Contractor shall perform and be responsible for the accuracy of surveying adequate
for construction. A California registered Civil Engineer licensed to perform surveying or a
California registered Land Surveyor shall perform any surveying or staking, as directed by the
Engineer, at the expense of the Contractor. The Contractor shall preserve construction survey
stakes and marks for the duration of their usefulness. If any construction survey stakes are lost
or disturbed and need to be replaced, such replacement shall be by the Contractor at the expense
of the Contractor. In case of missing or incorrect ties, the Contractor's Surveyor shall restore
ties as necessary at the expense of the Contractor. The Contractor shall submit to the City a
copy of all survey notes and a Certificate Record of Survey.
All existing monumentation shall be tied and recorded prior to construction. Comer
Records shall be filed, pre and post construction, in accordance with Section 8771 of the
Business and Professions Code (AB 1414). Final monumentation of alignments and new R/W
lines shall be performed in accordance with the State of California Surveys Manual (latest
edition). Record of Surveys or In-Lieu Maps, as applicable, shall be prepared and filed. One
reproducible (mylar) copy of all filed maps and one photocopy of all filed Comer Records or
Records of Survey shall be delivered to the City within 30 days of such filings.
6-1.11 APPROVED MATERIALS - Wherever the expression "or approved equal" is
used, it shall be taken to mean the approval by the City Engineer of any substitution of material
or material specified herein. All substitution requests shall state the reason for the request and
the difference in price between the item specified and the requested substitution.
SP-26
All substitution requests shall be submitted to the City Engineer in writing five (5)
working days prior to the bid opening. No requests for substitutions will be considered by
telephone.
The Contractor shall submit to the Engineer for review and approval six (6) copies of all
shop drawings.
The Contractor shall make any corrections to shop drawings required by the Engineer.
6-1.12 CITY-FURNISHED MATERIALS - City-furnished material, when applicable
as specified in other sections of these Special Provisions, shall comply with the following:
A. Materials, if furnished by the City, will be made available as specified in these
Special Provisions. The Contractor is responsible for loading, unloading,
hauling and handling, and placing City-furnished materials.
B. The Contractor shall inspect and assure itself of the amount and soundness of
such materials.
C. The Contractor will be held responsible for all materials furnished to it, and
shall pay all demurrage and storage charges. City-furnished materials lost or
damaged from any cause whatsoever shall be replaced by the Contractor. The
Contractor will be liable to the City for the cost of replacing City-furnished
material and such cost may be deducted from any monies due or to become
due the Contractor.
6-1.13 CLAYTON ACT AND CARTWRIGHT ACT n Section 4551 of the State
Government Code specifies that in executing a public works contract with the CITY to supply
goods, services or materials, the Contractor or Subcontractor offers and agrees to assign to the
CITY 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. Sec. 15) or under the Cartwright Act (Chapter 2 commencing with
Sec. 16700) of Part 2 of Division 7 of the Business and Professions Code, arising from purchase
of goods, services or materials pursuant to the contract or subcontract. This assignment shall
become effective when the CITY tenders final payment to the Contractor without further
acknowledgement by the parties.
6-1.14 PROJECT ERRORS. OMISSIONS. INCONSISTENCIES. AND/OR
DISCREPANCIES n In the event of errors, omissions, inconsistencies, and/or discrepancies
among two or more portions of the Contract Documents, the Engineer may direct the Contractor
to follow the most stringent requirements at no additional cost.
Sp.27
If errors, omiSSIOn, inconsistencies, and/or discrepancies appear in the Contract
Documents or in the work done by others affecting this work, the Contractor shall immediately
notify the Engineer prior to proceeding with the work, and the Engineer shall issue appropriate
instructions. If the Contractor proceeds with the work so affected, without instructions from the
Engineer, the Contractor shall remove the incorrect work or make the necessary corrections to
comply with the Engineer's instructions at no cost to the City of San Bernardino.
In case of conflicts, errors, omissions, inconsistencies, and/or discrepancies on the plan
sheets, it is assumed that the bid included the cost for implementing and/or constructing the
discrepancy that would have the highest dollar value.
6-1.15 EMERGENCY INFORMATION -- The names, addresses and telephone
numbers of the Contractor and subcontractors, or their representatives, which can be reached
and will respond to calls 24 hours/day, shall be filed with the Office of the City Engineer prior
to beginning work.
6-1.16 MAINTENANCE OF EXISTING IMPROVEMENTS -- The Contractor shall
protect and maintain all existing improvements and facilities in place to remain from the first
day of work under this contract to acceptance. Contractor is responsible for replacing any
damaged improvement or facility to original condition or better.
6-1.17 CONTRACTOR'S SAFETY RESPONSIBILITY -- The Contractor shall be
solely and completely responsible for conditions of the job site, including safety of all persons
and property during performance of the work. This requirement shall apply continuously and
not be limited to normal working hours. Safety provisions shall conform to U.S. Department of
Labor (OSHA), the California Occupational Safety and Health Act, and all other applicable
Federal, State, County, and City laws, ordinances, regulations, codes, the requirements set forth
below, and any regulations that may be detailed in other parts of the Contract Documents.
Where any of these are in conflict, the more stringent requirement shall be followed.
6-1.18 SAFETY SUPERVISOR AND MEETINGS --
A. The Contractor shall appoint an employee as safety supervisor who is
qualified and authorize to supervise and enforce compliance with the Safety
Program. The Contractor shall notify the Engineer in writing prior to the
commencement of work of the name of the person who will act as the
Contractor's Safety Supervisor.
SP-28
B. The Contractor will, through and with his Safety Supervisor, ensure that all of
its employees, and its subcontractors of any tier, fully comply with the Project
Safety Policies. The Safety Supervisor shall be a full-time employee of the
Contractor whose responsibility shall be for supervising compliance with
applicable safety requirements on the work site and for developing and
implementing safety training classes for all job personnel.
C. The Contractor and its affected subcontractors shall attend safety coordination
meetings. The minutes of their meetings shall be submitted to the Engineer.
6-1-19 MEETINGS--
A. The Contractor shall attend weekly progress meetings at the project site.
B. In general, these meetings will be attended by the Contractor, the Engineer or
his designee, and any subcontractors, suppliers, distributors or other
concerned individuals with issues or items to discuss.
C. Meeting minutes will be taken by the Engineer or his/her designee. The
meeting minutes will be available to the Contractor at the following weekly
meeting. The Contractor shall be responsible to distribute the meeting
minutes to all parties performing work under his contract.
D. The Engineer shall have the authority to require that a mandatory meeting be
held at any time during normal work hours.
E. These meetings shall be attended by the Contractor, the Engineer or his/her
designee, and may subcontractors specified by the Engineer.
6-1.20 PAYMENT -- Full compensation for conforming to the requirements of
Section 6 shall be considered as included in the prices paid for the various contract bid items of
work involved and no additional compensation will be allowed therefor.
SP.29
SECTION 7
7 -I UTILITIES
7-1.01 GENERAL n The location of all utility substructures that may affect the work
shall comply with Section 5, "Utilities", of the Standard Specifications and these Special
Provisions. Notify the Engineer immediately of any conflict. Match existing products. The
Contractor is responsible for coordinating work with the utility owners.
Certain companies, governmental agencies, or their contractors may be working within
the construction area. Certain utility facilities at various locations within the project limits may
be removed, relocated, abandoned, or installed by companies' or agencies' contractors. The
Contractor shall coordinate his work with utility owners and their contractors.
The Contractor shall exercise due caution to prevent any damage to/or movement of
these utility facilities. Listed below are the utilities that may be affected, with the designated
contact person. These names and phone numbers are listed for information purposes only. The
Contractor is responsible for verifying phone numbers and contact persons.
1. SOUTHERN CALIFORNIA EDISON COMPANY
287 Tennessee Street
Redlands, CA 92373
Phone: (909) 307-6788
Attn: Ben Murguia
2. SOUTHERN CALIFORNIA GAS COMPANY
1981 West Lugonia Avenue
Redlands, CA 92373
Phone: (909) 335-7772
Attn: Devry Jennings
3. SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
Water Utility Division
195 North "D" Street
San Bernardino, CA 9240 I
Phone: (909) 387-7224
Attn: Ellis Williams
SP-30
4. VERIZON
1980 Orange Tree Lane, Suite 100
Redlands, CA 92374-2803
Phone: (909) 748-6644
Attn: Fernando Lopez
5. TIME WARNER TELCOM OF CALIFORNIA (A DELPH/A , COMCAST)
1500 Auto Center Drive
Ontario, CA 91761-1561
Phone: (909) 795-3349
Attn: Stewart King
6. TIME WARNER TELCOM OF CALIFORNIA (ADELPHlA; TC I)
1500 Auto Center Drive
Ontario, CA 91761-1561
Phone: (909) 798-8588
Attn: Mark Davenhauer
7. TIME WARNER TELECOM OF CALIFORNIA
3281 Guasti Road, Suite #350
Ontario, CA 91761
Phone: (909) 456-3697
Attn: Richard Wilkerson Cell: (714) 801-6141
8. A.T. & T. - OSP Engineering
Cable Maintenance & Right of Way
2741 N. Main Street
Walnut Creek, CA 94596-2714
Phone: (925) 944-8416
Attn: Rosemary Hamill
9. A.T.&T. (SBC-PAC/FICBELLTELEPHONE)
ATTN: Right-of-Way Liaison
1265 N. Van Buren Street, Room #180
Anaheim, CA 92807
Phone: (714) 666-5401
Attn: Susan Morgan
10. SPRINT COMMUNICA nONS
Attn: Outside Plant Engineering
282 South Sycamore Street
Rialto, CA 92376
Phone: (909) 874-7450
Attn: Lynn Durrett
SP-31
11. MCI - Western Region OSP
Outside Plant Construction
157 S. Lilac Street
Rialto, CA 92376
Phone: (909) 421-5309
Attn: Chuck Trimble
12. CHARTER COMMUNICATIONS - N/A
13. EAST VALLEY WATER DISTRICT - N/A
14. SAN BERNARDINO COUNTY INFORMATION SERVICES
NETWORK SERVICES
Attn: Randy Miller, Division Chief
670 E. Gilbert Street
San Bernardino, CA 92415
Phone: (909) 388-5910
Attn: Michele Watson
15. OMNITRANS
1700 W. 5th Street
San Bernardino, CA 92411
Phone: (909) 379-7153
Attn: Allen Wild - Stops & Station Changes
16. CITY OF SAN BERNARDINO
INFORMATION SERVICES - COMMUNICATIONS
300 North "D" Street 4th Floor
,
San Bernardino, CA 92418
Phone: (909) 384-5947
Attn: Larry Martin
17. CITY OF SAN BERNARDINO
PUBLIC SERVICES DEPARTMENT
STREET DIVISION
234 S, Mt. View A venue
San Bernardino, CA 92408
Phone: (909) 384-5143
Attn: Elias Shehab
SP-32
18. CITY OF SAN BERNARDINO
PUBLIC SERVICES DEPARTMENT
TRAFFIC SIGNALS
234 S. Mt. View, # 110
San Bernardino, CA
Phone: (909) 384-5129
Attn: Scott Zehm
7-1.02 CONTRACTOR'S RESPONSIBILITY -- The Contractor shall verify the
location of all underground utilities and services, including potholing, before proceeding with
the excavation work, requesting in advance the services of inspectors from the utility companies
in order to ascertain said locations. Damage to underground utilities resulting from neglect on
the part of the Contractor shall be corrected and paid for by the Contractor.
7-1.03 COOPERATION AND COLLATERAL WORK -- The Contractor shall
conform to the requirements of Section 7-7, "Cooperation and Collateral Work", of the Standard
Specifications.
7-1.04 UTILITIES NOTIFICATION -- The Contractor shall notify all owners of
public utilities seventy two (72) hours in advance of excavating around any of their facilities
and substructures and shall also provide the same notice to Underground Service Alert of
Southern California, telephone number 1/800/422-4133.
7-1.05 UTILITIES INTERFERENCE Utilities which are found, by
exploratory location or by excavation, to interfere with the construction of this project will be
relocated, altered, or reconstructed, or the Engineer may order changes in location, line or grade
of the project structure, to be built in order to avoid said utility. The Contractor may coordinate
the work with the utility owners.
Abandoned utilities, which interfere with the construction of any portion of this project,
may be cut by the Contractor, the interfering portion of the utility removed and open ends of the
pipe sealed with a suitable plug or cap.
7-1.06 PAYMENT -- Full compensation for conforming to the requirements of
this Section, not otherwise provided for, shall be considered as included in the prices paid for
the various contract bid items of work involved and no additional compensation will be allowed
therefor.
SP-33
SECTION 8
8-1 DESCRIPTION OF WORK
8.1-01 DESCRIPTION OF WORK -- The description of work to be done consists, in
general, of installing sewer pipe, manholes, cutting and reconnecting existing 4" sewer laterals,
removal and replacement of manholes, abandoning of sewer manhole, sewer main and lateral,
removal and reconstructing concrete cross gutter, and such other items or details, not mentioned
above, that are required by the Plans, Standard Specifications, or these Special Provisions shall
be performed, placed, constructed or installed.
8-1.02
ORDER OF WORK -- BLANK
8-1.03 CLEAN UP AND DUST CONTROL -- Clean up and dust control shall
conform to provisions in Section 7-8.1, "Clean Up and Dust Control", of the Standard
Specifications.
The Contractor shall water down the site during periods of high winds as directed by the
Engineer, including periods when the work is not actually in progress. Failure to respond to a
directive to water the site in a prompt manner will result in the City making other arrangements
to have this item of work done and the costs billed to the Contractor, or it shall be paid for by
the Contractor as a deduction from his contract.
8-1. 04
PROJECT LOCATIONS n See separate bound Plans.
The work to be done shall include furnishing all materials, equipment, tools, labor, taxes
and incidentals as required by the Contract Documents to construct the project.
Addenda issued during the time of bidding shall become a part of the documents
furnished to all bidders for the preparation of bids, shall be covered in the bids, and shall be
made a part of the contract. Each Bid shall include specific acknowledgement in the space
provided of receipt of all Addenda issued during the bidding period. Failure to so acknowledge
Addenda may result in the Bid being rejected as not responsive.
SP-34
8-1.03 PRE-BID INQUIRIES -- NO ORAL representations or interpretations will be
made to any Bidder as to the meaning of the Specifications, Plans, any addenda, or other
Contract Documents. Written requests for an interpretation, or to identify a potential omission,
discrepancy, or misunderstanding will be accepted until one week prior to bid opening.
If there are any questions regarding this project, please contact:
City Engineer's Office
Third Floor
300 North "0" Street
San Bernardino, CA 92418
Subject: 1-215 FREEWAY, SEGMENT 3, SEWER LINE RELOCATION
PLANS & SPECIAL PROVISIONS NO. 11916
Attention: Robert Sepulveda, Engineering Associate, Project Manager
Tel: (909) 384-55167; Fax: (909) 384-5155
E-mail: sepulveda Jo@sbcity.org
SP-35
SECTION 9
9-1 TRAFFIC CONTROL
9-1.01 GENERAL -- Attention is directed to Section 7-10, "Public Convenience and
Safety", of the Standard Specifications for Public Works Construction, 2006 Edition and these
Special Provisions.
Warning signs, lights, con~s, barricades and devices for use in performance of work
upon highways shall conform to the "Manual on Uniform Traffic Control Devices", current
edition, and the "California Supplement", current edition.
The Contractor shall submit and obtain City approval for traffic control and
traffic detour plans prior to the commencement of operations on a street. Traffic control and
detour plans shall be based on the most recent "Manual on Uniform Traffic Control Devices",
current edition, and the "California Supplement", current edition.
All temporary traffic striping, and maintenance shall be done by the Contractor,
including placement of temporary tape on all crosswalks. The Contractor shall restore all
existing striping to original configuration as directed by the Engineer.
All warning, regulatory and construction signs shall be fully reflectorized. The traffic
cones to be used shall be thirty-six inches (36") in height, rubber or plastic, and be reflectorized.
All work areas that remain after dusk must be properly illuminated at night to the satisfaction of
the Engineer.
The Contractor shall take all necessary measures to obtain a normal flow of traffic to
prevent accidents and to protect the work throughout the construction stages until completion of
the work. The Contractor shall be responsible for implementing the approved traffic control
plan based on the most recent "Manual on Uniform Traffic Control Devices", current edition,
and the "California Supplement", current edition.
The Contractor shall make the necessary arrangements to provide and maintain barriers. cones.
barricades, construction warnings, regulatory signs and any other safety control devices, including
flagmen. The Contractor shall take measures necessary to protect all other portions of the work
during construction and until completion, providing and maintaining all necessary barriers,
barricade lights and striping, including crosswalks.
In addition to the foregoing traffic control and safety measures, the Contractor shall
immediately implement any measures requested by the Engineer defined as nect;ssary to ensure
the proper flow of traffic, the protection of the public and/or the safety of the workers.
SP-36
The Contractor shall maintain at all times the ability to respond to calls from the
Engineer, including during non-working hours, to replace or provide additional traffic control or
safety devices as required.
All places of business and residences along the streets that are within the limits of any
work shall be notified by the Contractor in writing at least seven (7) days prior to
commencement of work. This notification shall explain the sequence of work and indicate any
restrictions of parking and access. Verbal notification shall be given to all places of business
and residences at least 18 hours in advance of commencing work that will affect access to and
from their properties.
9-1.02 TURN RESTRICTIONS -- The Contractor shall post appropriate SIgnS
restricting turns when directed to do so by the Engineer.
9-1.03 PARKING RESTRICTIONS Unless otherwise specified herein, the
Contractor may post temporary "NO PARKING" signs within the area of work as required to
facilitate construction operations, with prior approval of the Engineer.
The Contractor shall furnish, maintain, and install (seven days prior to the start of work)
all "TEMPORARY NO PARKING" signs with the duration of the no parking time written on
them. The Contractor will be responsible for posting, removing, and maintaining these signs as
required for this project. The Contractor shall make his own arrangements relative to keeping
the working area clear of parked vehicles. The Contractor shall obtain prior approval from the
Engineer for removal of vehicles.
9-1.04 TRAFFIC LANES -- Traffic lanes shall have a minimum width of 10 feet with
a minimum of one lane open in each direction. A minimum shoulder width of 2 feet shall be
provided adjacent to curbs, posts and other similar obstructions, and 5 feet shall be provided
adjacent to any excavation, unless otherwise authorized by the Engineer.
9-1.05 ACCESS TO ABUTTING PROPERTY AND ROAD AND TRAVEL LANE
CLOSURE -- The Contractor shall so conduct his operations as to offer the least possible
obstruction and inconvenience to the public. Convenience access to abutting properties shall be
maintained and remain open, unless approved by the Engineer.
SP-3?
If lane closures are approved by the Engineer, the full width of the traveled way shall be
open for use by public traffic from 4:00 p.m. to 8:30 a.m., all day for Saturdays, Sundays, and
designated legal holidays, after 3:00 p.m. on Fridays and the day preceding designated legal
holidays, and when construction operations are not actively in progress on working days. The
Contractor shall install signs to notify the public of days and times that traveled lanes or roads
will be closed seven (7) days in advance of lane or road closures. No traveled lane will be
closed without authorized approval given by the Engineer. If any traveled lane or road is
allowed to be closed by the Engineer, the Contractor shall install signs to notify the public of
days and times that traveled lanes or roads will be closed seven (7) days in advance of the lane
or road closure.
Personal vehicles of the Contractor's employees shall not be parked 0 the traveled way at
any time.
9-1.06 PUBLIC CONVENIENCE -- During the progress of work, adequate provisions
shall be made by the Contractor to accommodate the nonnal vehicular and pedestrian traffic
along streets, roads, and highways, immediately adjacent to or crossing the work, so as to cause
a minimum of inconvenience to the general public.
Emergency vehicles shall be pennitted access at all times to any street.
9-1.07 FLASHING ARROW SIGNS -- The Contractor shall furnish and maintain
flashing arrow signs (F AS) during lane closures or detours on streets. The Engineer shall
detennine when F AS is required at any location.
9-1.08 PAYMENT -- Full compensation for furnishing and installing signs, lights,
flares, barricades and other traffic control devices necessary to expedite passage of public traffic
through the work area shall be considered as included in the lump sum contract bid price for
"TRAFFIC CONTROL", and no additional compensation will be allowed therefor.
The provisions in this Section may be modified or altered if, in the opinion of the
Engineer, public traffic will be better served and work expedited. Said modifications or
alterations shall be adopted immediately and shall be considered paid in full as a part of the
lump sum contract bid price for "TRAFFIC CONTROL", and no additional compensation
will be allowed therefor.
SP-38
SECTION 10
I 0-1 MOBILIZATION
10-1.0 I GENERAL -- Mobilization shall comply with the requirements of Section
9-3.4, "Mobilization", of the Standard Specifications.
Mobilization may include, but not be limited to, the following principle items:
1. Submittal and modification, as required. of the Construction Schedule.
2. Providing a Project Office.
3. Review of the Site.
4. Obtaining all required Transportation Permits.
5. Submittal of all required insurance certificates and bonds as required by these Specifications
6. Moving onto the site, including, but not limited to:
a. Equipment
b. Arranging for and erection of Contractor' s work and storage areas.
7. Installing construction fencing and temporary construction power and wiring.
8. Providing a minimum of one restroom facility for each twenty-five (25) workers occupying the site.
Facilities may include existing functioning restrooms, or portable chemical facilities. or any
combination thereof, and shall count as one for each urinal or one for each water closet (as required).
9. Installing all temporary utilities (as required).
ro. Establishing required fire protection provisions.
I I. Posting all OSHA required notices and establishment of safety programs.
12. Posting of all Department of Labor notices.
13. Having the Contractor's superintendent at the job site full-time and responding 24 hours per day.
14. Air and water quality protective measures, as necessary, and without limitation.
15. Potholing and other research and review as necessary to verify site conditions and utility locations.
16. Demobilization of the Site.
17. Any other item as specified.
10-1.02 PAYMENT - The Contract lump sum price paid for "MOBILIZATION"
shall be deemed to include the cost of work in advance of construction operation and not
directly attributable to any specific bid item and no additional compensation will be allowed
therefor.
SP-39
SECTION 11 THROUGH SECTION 15
BLANK
SP-40
SECTION 16
16-1 PORTLAND CEMENT CONCRETE
16-I.oI GENERAL - Portland Cement Concrete construction shall comply with
Section 201-1, "Portland Cement Concrete", and Section 303-5, "Concrete Curb, Walks,
Gutters, Cross Gutters, Alley Intersections, Access Ramps and Driveways", of the Standard
Specifications, as shown on the Plans, Standard Drawings and these Special Provisions.
Portland Cement Concrete shall be Class 520-C-2500, with a maximum slump of four
(4) inches.
16-1.02 PCC CROSS GUTTER -- Concrete cross gutter, modified to meet
existing spandrels or gutter, shall be constructed in accordance with the City's Standard
Drawing No. 20 I, as shown on the Plans, and as directed by the Engineer.
The above-referenced City Standard Drawings and American Public Works Association
Standard Plan are made a part of these Specifications. All work shall conform to the above
standards to the extent feasible; however, emphasis shall be given to matching dimensions of
adjoining improvements, subject to concurrence of the Engineer.
The Contractor will be responsible for replacement of any pull boxes and/or pull box
covers damaged prior to and/or during construction.
The Contractor shall protect all existing structures and facilities which are adjacent to the
limits of the work to be done under this contract, in accordance with Section 7-9, "Protection
and Restoration of Existing Improvements", of the Standard Specifications and these Special
Provisions.
16-1.03 BONDING - Joints between new and existing concrete shall be given
surface preparation as follows:
1. Joints made with the mass of existing concrete by cutting, chipping, or
grinding shall be cleaned free of all loose deleterious material by thorough
brooming and compressed air jetting.
SP-41
2. Original surfaces or existing concrete shall be cleaned free of bitumens,
grease, paint, and other deleterious materials and clean aggregate of at least
3/8-inch size shall be exposed by abrasive blast cleaning or machine
scarifying.
16-1.04 PAYMENT - The contract bid unit price paid per square foot for
construction of "REMOVE Existing and CONSTRUCT PCC CROSS GUTTER", shall
include full compensation for furnishing all materials, equipment and incidentals, and for doing
all the work involved in constructing concrete cross gutter to meet existing, including saw
cutting and removal of existing c,oncrete, any unclassified excavation and/or unclassified fill,
complete in place, as shown on the Plans, per the Standard Specifications, these Special
Provisions, and as directed by the Engineer, and no additional compensation will be allowed
therefor.
SP-42
SECTION 17 THROUGH SECTION 27
BLANK
SP-43
SECTION 28
28-1 IMPORTED BACKFILL
AS ORDERED BY THE ENGINEER
28-1.01 GENERAL - Imported backfill shall be placed as ordered by the Engineer.
Material used for imported backfill shall comply with Section 306-1.3.7, "Imported BackfiH", of
the Standard Specifications, and backfill shall comply with Section 306-1.3.5, ""Jetted Bedding
and Backfill Compaction Requirements", and shall have a sand equivalent of not less than 30.
28-1.02 PAYMENT - The contract bid unit price paid per ton for "IMPORTED
BACKFILL, as Ordered by the Engineer", shall include full compensation for doing all the
work involved in furnishing and placing imported backfill, complete in place, and no additional
compensation will be allowed therefor.
The provisions contained in Section 3-2, "Changes Initiated by the Agency", of the
Standard Specifications shall not apply to imported backfill for trenches, and no adjustment
therefor shall be made in the contract unit price for increased or decreased quantities of
imported backfill for trenches.
SP-44
SECTION 29
29-1 SHORING OF EXCA V A TION
29-1.01 GENERAL - The Contractor shall furnish all labor, equipment, and materials
required to design, construct, maintain, replace, and remove all shoring, sheeting lagging,
cribbing, piling or other types of support for the walls of the open excavations required for the
construction of this project.
29-1.02 PERFORMANCE - Attention is directed to the "Construction Safety Order",
"Trench Construction Safety Orders", "Tunnel Safety Orders", and the "General Safety Order",
issued by the Division of Industrial Safety of the State of California, Department of Industrial
Relations and to any and all other applicable laws ordinances, or regulations to which the
Contractor is required by law to conform. He shall provide himself with copies of these
"Orders", "Laws", and have a copy of each at the site of his operations and shall be governed by .
the requirements thereof. The requirements concerning shoring, sheeting, and bracing of
excavations and those concerning warning signs, lights and barricades are of particular
importance.
All excavations 5 or more feet in depth shall be braced In accordance with the
requirements of Section 306-1.1.6 of the Standard Specifications.
The Contractor shall take precautionary measures to protect, in place, all existing
structures and fences during excavation.
At least one lane shall be open to local traffic only at all times during construction.
The Contractor shall submit to the Engineer, at least 48 hours in advance of any
excavation, a detailed plan showing a design of shoring, bracing, sloping, or other provisions to
be made for worker protection from the hazard of caving ground during an excavation. No
excavation shall be done until such plan has been approved in writing by the Engineer, and a
permit has been obtained from the State Division of Industrial Safety in accordance with the
requirements of Section 7-10.4.1 of the Standard Specifications.
The Contractor shall have on file with the City of San Bernardino, Department of
Development Services, Division of Public Works, a copy of CAL/OSHA permit for any
excavation over five feet in depth and into which persons are required to descend.
SP-45
29-1.03 PAYMENT - The contact bid lump sum price paid for "SHORING OF
EXCAVATION", shall be deemed to include full compensation providing all equipment and
material and for doing all the work involved in shoring, per the Standard Specifications, these
Special Provisions and as directed by the Engineer, and no additional compensation will be
allowed therefor.
SP-46
SECTION 30 THROUGH SECTION 32
BLANK
SP-47
SECTION 33
33-1 SEWER PIPE
33-1.01 GENERAL -- Sewer pipe, of the sizes shown on the Plans, shall comply with
Section 207-17, "PVC Plastic Pipe", of the Standard Specifications and these Special
Provisions.
Solid wall PVC plastic pipe shall have a Standard Deflection Ratio ( SDR ) of 26 or
better.
33-1.02 INSTALLATION -- Sewer pipe of the sizes shown on the Plans shall be
installed in accordance with manufacturers recommendation and with Section 306,
"Underground Conduit Construction", of the Standard Specifications.
The Contractor shall make all excavations necessary to construct and install all pipelines
shown on the Plans. Excavation shall include the removal of all asphalt and/or concrete
pavement and other materials or obstructions of any nature that would interfere with the
excavation of the work.
All removed asphalt, concrete and other unsuitable materials shall become the property
of the Contractor and shall be disposed of outside of the right-of-way in accordance with
Section 300-2.2, "Unsuitable Materials", and Section 300-2.6, "Surplus Material", of the
Standard Specifications.
The minimum width of excavation for sewers shall be 12 inches (6 inches on each side)
more than the exterior diameter of the pipe, exclusive of bells and branches. Where sheeting is
placed, the width shall be to the face of the sheeting.
The maximum width of the excavation measured at the top of the pipe, which includes
the width required for sheeting, shall be 16 inches (8 inches on each side) more than the outside
diameter of the pipe, exclusive of bells and branches.
Bedding material shall conform to the requirements of Section 306-1.2.1, "Bedding" of
the Standard Specifications.
SP-48
Where the foundation consists of soft or yielding material, a minimum of 4 inches of
bedding shall be provided. The cost of furnishing and placing imported bedding material shall
be included in the price bid for pipe installed complete in place, and no additional compensation
will be allowed therefor.
If the bottom of the excavation is found to consist of rock or any material that by reason
of its hardness cannot be excavated to give a uniform bearing surface, said rock or other
materials shall be removed for at least 3 inches below the bottoms of the pipe and be refilled to
grade, at the Contractor's expense, with bedding material.
33-1.03 TESTING PIPELINES -- The pipe lines shall be tested in accordance with
Section 306-1.4.4, "Air Pressure Test", of the Standard Specifications. In addition to the "Air
Pressure Test", a "Mandrel Test" shall be used for PVC pipe, in accordance with Section 306-
1.2.12 of the Standard Specifications and these Special Provisions.
After backfilling a compaction of PVC pipe, the sewer pipeline shall be cleaned and
mandrelled. The mandrel shall be rigid with 9 runners. Its length shall be greater than or equal
to the pipe diameter, and diameter of the mandrel shall be at least 96 percent of the specified
inside diameter of the pipe being tested. A valid certification of the mandrel's dimensional
integrity shall be provided and the Engineer must approve the mandrel prior to testing. Mandrel
testing shall be performed in the presence of the Engineer. In pipes where the mandrel sticks,
the pipe shall be dug up and replaced as deemed necessary by the Engineer, backfilled,
compacted, and retested with the mandrel.
A pipe "Deflector" or "Rerounder", shall not be used to reround over deflected pipes.
33-1.04 ABANDONMENT OF CONDUCT -- Abandonment of existing sewer main
shall comply with Section 306-5, "Abandonment of Conduits and Structures", of the Standard
Specifications, these Special Provisions, as shown on the Plans, and as directed by the Engineer.
33-1.05 BYPASSING SEWAGE -- The Contractor, when required, shall provide for
the flow of sewage around the removed and replaced sewer main pipe, or sections of sewer pipe
designated for repair, with designated PVC sewer main pipe as shown on the Plans. The bypass
shall be made by plugging the line at an existing upstream manhole and pumping the flow into a
downstream manhole or adjacent system. The pump and bypass lines shall be of adequate
capacity and size to handle the flow. The Engineer may require a detail of the bypass plan to be
submitted
SP-49
33-1.06 PAYMENT -- The contract bid unit price paid perlinear foot, for the various
sizes of sewer pipe, complete in place, shall include full compensation for performing all
excavation, furnishing and placing the various sizes of pipe including plugs, bedding and
backfill, bypassing sewage, removing existing sewer main pipe, restoring asphalt concrete
pavement, saw cutting at existing joints as directed by the Engineer, and no additional
compensation will be allowed therefor. Imported backfill will be paid for as a separate item of
work
Full compensation for the abandonment of existing sewer main, including providing all
equipment and materials and for doing all the work involved in the abandonment of existing
sewer main, as shown on the Plans, per the Standard Specifications, and as directed by the
Engineer, shall be considered as included in the contract bid unit price paid per each for
"ABANDONMENT of MANHOLE and SEWER MAIN", and no additional compensation
will be allowed therefor.
Payment for excavation, including removing asphalt concrete surfacing, shall be
considered as included in the contract bid unit price paid for the various sizes of sewer pipe, and
no additional compensation will be allowed therefor.
Costs for compaction testing ordered by the Engineer shall be paid for in the following
manner:
1. Tests which do not meet the required relative compaction shall be paid for by the
Contractor, as a deduction from his contract.
2. Tests which do meet the required relative compaction will be paid for by the City.
SP-50
SECTION 33C
33C-l RECONNECTION AND ADJUSTMENT OF SEWER LATERALS
33C-1.01 GENERAL -- Reconnection and adjustment of sewer laterals shall confonn
to the provisions of Section 306-6, "Remodeling Existing Sewer Facilities", of the Standard
Specifications, these Special Provisions, the City Standard Drawing No. 308, "Remodeling of
Sanitary Sewer House Connections", and as directed by the Engineer.
The Contractor shall schedule his operations so that the time and length requirements
specified below for open trench shall not be exceeded.
1. Time Requirements for Open Trench --
At any location, the trench excavation, pipe and conduit installation, and backfill
and the specified penn anent surfacing shall be satisfactorily completed as soon as .
practical, but in no case more than 12 calendar days after removal of the existing
pavement or surfacing.
2. Length Requirements for Open Trench --
Except by pennission of the Engineer, the maximum length of open trench where
prefabricated pipe and conduit is used shall be 500 feet, or the distance necessary
to accommodate the amount of pipe and conduit installed in a single day,
whichever is the greater, in accordance with Section 306-1, "Open Trench
Operations", of the Standard Specifications.
33C-1.02 DISPOSAL OF EXCESS EXCAVATED OR REMOVED MATERIAL .-
Unless otherwise specified, all excess excavation or removed material shall become the property
of the Contractor and shall be disposed of by him away from the site of the work.
33C-1.03 CUT AND RECONNECTION OF EXISTING SEWER LATERAL -- Cut
of existing sewer lateral and extension and reconnection to new sewer main shall be perfonned
in accordance with Section 306-6, "Remodeling Existing Sewer Facilities", City of San
Bernardino Standard No. 308, and as directed by the Engineer.
Sp.51
33C-1.04 PLUG OF ABANDONED PORTION OF EXISTING SEWER LATERAL -
- Plug of the abandoned portion of existing sewer lateral shall be a 6" thick wall of cement
mortar at open ends, and as directed by the Engineer.
33C-1.03 BACKFILLING, BEDDING AND DENSIFICATION Backfilling,
bedding and densification shall comply with the requirements of Section 306-1.3, "Backfilling,
Bedding and Densification", of the Standard Specifications, pipe manufacturer's installation
instructions and details, and these Special Provisions and as directed by the Engineer.
Backfill for trenching under the traveled way shall be compacted to a relative
compaction of a minimum of 90%.
Subgrade for asphalt concrete shall be compacted to a relative density of not less than
95%, for a depth of not less than 0.50 feet.
Under no circumstances shall truck wheels be used for compacting soil.
33C-1.06 ASPHALT CONCRETE n Asphalt concrete shall comply with the
requirements of Section 203-6, "Asphalt Concrete", and Section 302-5, "Asphalt Concrete
Pavement", of the Standard Specifications and these Special Provisions.
Temporary resurfacing shall comply with the requirements of Sub-section 306-1.5.1,
"Temporary Resurfacing", of the Standard Specifications and these Special Provisions.
Temporary resurfacing shall be placed over all backfill in streets, or other areas where
the Contractor's operations have resulted in the removal of existing paving.
Temporary resurfacing shall be placed as soon as the backfill is densified to the relative
density or immediately when so directed by the Engineer.
Permanent resurfacing shall comply with the requirements of Sub-section 306-1.5.2,
"Permanent Resurfacing", of the Standard Specifications and these Special Provisions.
Permanent trench resurfacing shall be one (I) inch greater in thickness than existing
pavement and shall be feathered over existing pavement a minimum of 2 feet on each side of the
trench as shown on the Plans and as directed by the Engineer.
However, total thickness of the new asphalt concrete pavement shall not exceed a
maximum of 8 inches in thickness.
SP-52
Asphalt concrete pavement shall be PG 64-10.
A self-propelled machine will not be required for any trench that is 2 feet or less in
width.
A tack coat shall be applied as directed by the Engineer.
33C-1.07 PAYMENT The contract bid unit price per each for "CUT &
RECONNECT Existing 4" SEWER LATERAL to NEW SEWER MAIN", shall include
full compensation for conforming to the requirements of this section, including saw cutting,
removing and disposing of existing asphalt concrete pavement, constructing bedding, backfill
and replacing 4" asphalt pavement in roadbed area, plug abandoned sewer main, plug the non-
active old lateral connection and extend sewer lateral to new sewer main, per the Plan, the
Standard Specifications, these Special Provisions and as directed by the Engineer, and no
additional compensation shall be allowed therefor.
Imported backfill will be paid for as a separate item of work.
Costs for compaction testing ordered by the Engineer shall be paid for in the following
manner:
(I) Tests which do not meet the required relative compaction shall be paid for by the
Contractor, as a deduction from his contract.
(2) Tests which meet the required relative compaction will be paid for by the City.
SP-53
SECTION 34
34-1 MANHOLES
34-1.01 GENERAL n Manholes shall be pre-cast concrete and shall conform with
City Standard Drawing No.'s 300, 301 and 302 respectively. Frames and covers shall conform
with City Standard Drawing No. 304.
Pre-cast manholes shall be coated on the inside with Hunt's Process Black No. 120 or
approved equal. The coating shall be applied before the manhole is installed in place.
Frames and covers shall be adjusted to grade, after completion of the restoration of the
asphalt concrete pavement.
All covers shall be marked "CITY OF SAN BERNARDINO"
The above referenced City Standard Drawings are included in the "Standard Drawings"
in the APPENDIX of these Special Provisions.
34-1.02 ABANDONMENT OF MANHOLE -- Abandonment of existing sewer
manholes shall comply with Section 306-5, "Abandonment of Conduits and Structures", of the
Standard Specifications, these Special Provisions, as shown on the Plans, and as directed by the
Engineer.
34-1.03 PAYMENT - The contract bid unit price paid per each for "INSTALL
SEWER MANHOLE", "INSTALL SEWER DROP MANHOLE", "REMOVE Existing &
CONSTRUCT SEWER DROP MANHOLE, Modified to 5' ID", "REMOVE Existing &
CONSTRUCT SEWER MANHOLE", "REMOVE Existing SEWER MANHOLE", and
"REMOVE Existing CLEANOUT", shall include full compensation for providing all
equipment and materials and for doing all the work involved in the removal of existing
manholes and cleanouts, and constructing of new manholes, including frame and covers,
modification to 5' inside diameter as required, connecting to existing sewer main or new sewer
main, and extra depth as required to form a complete installation, as shown on the Plans, per the
Standard Specification, these Special Provisions and as directed by the Engineer, and no
additional compensation will be allowed therefor.
SP-S4
Full compensation for the abandonment of existing sewer manhole, including providing
all equipment and materials and for doing all the work involved in the abandonment of existing
sewer manhole, as shown on the Plans, per the Standard Specifications, and as directed by the
Engineer, shall be considered as included in the contract bid unit price paid per each for
"ABANDONMENT of MANHOLE and SEWER MAIN", and no additional compensation
will be allowed therefor.
Full compensation for the plugging of existing sewer line inlets/outlets at manhole,
including providing all equipment and materials and for doing all the work involved. in the
proper closure of existing inlets/outlets at manhole, as shown on the Plans, per the Standard
Specifications, and as directed by the Engineer, shall be considered as included in the contract
bid unit price paid per each for "PLUG Existing SEWER LINE INLET/OUTLET at
MANHOLE", and no additional compensation will be allowed therefor.
SP-55
SECTION 35
35-1 RESTORA nON OF ASPHALT CONCRETE PAVEMENT
35-1.01 ASPHALT CONCRETE PAVEMENT -- Asphalt concrete shall comply
with the requirements of Section 203-6, "Asphalt Concrete", and Section 302-5, "Asphalt
Concrete Pavement", of the Standard Specifications and these Special Provisions.
35-1.02 TEMPORARY RESURFACING -- Temporary resurfacing shall comply
with the requirements of Sub-Section 306-1.5.1, "Temporary Resurfacing", of the Standard
Specifications and these Special Provisions.
Temporary resurfacing shall be placed over all backfill in streets, or to the areas where
the Contractor's operations have resulted in the removal of existing paving.
Temporary resurfacing shall be placed at noon as the backfill is densified to the relative
density or immediately when so directed by the Engineer.
35-1.03 PERMANENT RESURFACING -- Permanent resurfacing shall comply
with the requirements of Sub-Section 306-1.5.2, "Permanent Resurfacing", of the Standard
Specifications and these Special Provisions.
Permanent trench resurfacing shall be one (I ") inch greater in thickness than existing
pavement and shall be feathered over existing pavement a minimum of 2 feet on each side of the
trench as shown on the Plans and as directed by the Engineer. However, total thickness of the
new asphalt concrete pavement shall not exceed a maximum of 4 inches in thickness.
Restoration of asphalt concrete pavement driveway approach shall conform to the above
as directed by the City Engineer.
The Performance Grade of the asphalt concrete shall be PG 64-10.
A self-propelled machine will not be required for any trench that is 2 feet or less in
width.
A tack coat shall be applied as directed by the Engineer.
SP-56
35-1.04 PAYMENT -- Full compensation for "Restoration of Asphalt Concrete
Pavement", shall be considered as included in the contract bid unit price paid per linear foot for
"INSTALL VARIOUS SIZES OF SEWER MAIN", and no additional compensation will be
allowed therefor.
Cost of compaction testing ordered by the Engineer shall be paid for in the following
manner:
1. Tests which do not meet the required relative compaction shall be paid for by
the Contractor, as a deduction from his contract.
2. Tests which do meet the required relative compaction will be paid for by the City.
SP-57
SECTION 36 THROUGH SECTION 49
BLANK
Sp-58
SECTION 50
50-1 REMOVAL AND RESTORATION OF EXISTING
IMPROVEMENTS EXCEPT STREET PAVEMENT
50-1.01 GENERAL All eXlstmg improvements (except utilities and street
pavements) including, but not limited to curbs, gutters, cross gutters, spandrels, driveways and
sidewalks, walls, fences, sprinkler systems, lawns, shrubs, trees, and traffic signs, traffic striping
and traffic detector loops which are damaged or removed during the course of construction of
the project shall be restored or replaced to a condition equal to or better than, in all respects, the
existing improvements removed or damaged, unless otherwise specified or noted on the
drawings.
The removal and restoration of existing improvements shall be in accordance with the
applicable provision of these Special Provisions, the Standard Specifications, Standard Drawing
and the following requirements:
1. In the event a portion of curb, gutter or monolithic curb and gutter is damaged by the
Contractor's operations, a minimum of 10 feet of curb, gutter or curb and gutter
shall be removed and replaced regardless of how short a length is damaged. The
Contractor shall begin said lO-foot section, if possible, at an existing joint or scoring
line. If said 10-foot section ends within 3 feet of an existing joint or scoring line,
then the removal shall extend to said joint or scoring line.
2. If concrete cross gutter is damaged by the Contractor's operations, the cross gutter
shall be removed in its entirety and replaced.
3. Concrete sidewalk shall be removed in its entirety between scoring lines or between
scoring line and joint. Prior to removal, scoring lines shall be saw-cut.
4. If a concrete driveway is damaged and is a single monolithic structure, it shall be
removed in its entirety and replaced.
5. If a concrete driveway is damaged and is monolithic with the sidewalk, it shall be
set off from the sidewalk by a saw cut along the edge of the sidewalk. The driveway
shall then be removed in its entirety and replaced.
SP-59
6. If the roadside signs are damaged during the construction, they shall be restored or
replaced to a condition equal or better than the existing per the prior approval of the
City's Traffic Section. New installation shall not impede into required ADA access
distance around obstacles. A minimum clearance of 48" shall be maintained.
7. If existing fence is in conflict with the new construction, fence shall be relocated by
the Contractor.
Unless otherwise specified, all excess excavation or removed material shall become the
property of the Contractor and shall be disposed of by him away from the site of work.
50-1.02 PAYMENT -- Full compensation for conforming to the requirements of this
section, not otherwise provided for, shall be considered as included in the prices paid for the
various contract items of work involved, and no additional compensation will be allowed
therefor.
SP-60
APPENDIX A
FERERAL REQUIREMENTS
FOR
FEDERAL-AID CONSTRUCTION PROJECTS
Local Assistance Procedures ;\lanual
PS&E Checklist Instructions
EXHIBIT 12-E
Attachment A
SECTION 14. FEDERAL REQt:IREME:"iTS FOR FEDERAL-AID CO:"iSTRUCTIO:"i PROJECTS
GENERAL-The work herein proposed will be financed in
whole or in part with Federal funds. and therefore all of the
statutes, rules and regulations promulgated by the Federal Gov-
ernment and applicable to work financed in \vhole or in part \vith
Federal funds will apply to such work. The "Required Contract
Provisions, Federal-Aid Construction Contracts. "Foml FH\VA
1273, are included in this Section 1-1- Whenever in said required
contract provisions references are made to "SHA contracting
ofticer," "SHA resident engineer." or "authonzed representative of
the SHA," such references shall be construed to mean "Engineer"
as defined in Section 1-1.18 of the Standard Specitications. ~
PERFOR:VIA:'oiCE OF PREVIOlCS CO:'oiTRACT.-In ad-
dition to the pro\'isions in Section II. "Nondiscrimination." and
Section VII, "SublettIng or Assigning the Contract," of the re-
quired contract provisions, the Contractor shall comply with the
following:
The bidder shall execute the CERTIFICATION WITH RE-
GARD TO THE PERFOR"tANCE OF PREVIOUS CON-
TRACTS OR SUBCONTRACTS SUBJECT TO THE EQUAL
OPPORTUNITY CLAUSE AND THE FILING OF
REQUIRED REPORTS located in the proposal. No request for
subletting or assigning any portion of the contract in exct:ss of
510,000 \vill be considered under the pro\'isions of Section VII
of the reqUlred contract provisions unless such request IS
accompanied by the CERTlFICA TIO;\, referred to above,
executed by the proposed subcontractor.
:"lON-COLLl"SION PROVISIOi'.-The provisions in this
section are applicable to all contracts except contracts for Federal
Aid Secondary projects.
Title 23, United States Code. Section 112, requires as a condi-
tion prt:cedent to approval by the Fedt:ral Highway' Administrator
of the contract for this work that each bidder tile a sworn statement
executed by, or on behalf of. the person. finn. association, or
corporation to whom such contract is to be awarded, certifying that
such person, firnl, association, or corporation has not, either
directly or indirectly, entered into any agret:ment. participated in
any collusion, or othef\vise taken any action in restraint of free
competitive bidding in connection with the submitted bid. A tonn
to make the non-collusion affidavit statement required by Section
III as a certification under penalty of perjury rather than as a
s\vorn statement as permitted by 28. CSC Sec. 1746. is included 10
the proposal.
PARTlCIPATlO!'\ BY :V1I:-IORlTY BliSI"iESS E"i-
TERPRISES I:" SlCBCO:'oiTRACTI:'oiG.-Pan n Title 49.
Code of Federal Regulations applies to this Federal~aid project.
Pertinent sections of said Code are incorporated in pan or in its
entirety within other sections of these special provisions.
Schedule B-Infonnation for Determining JOlllt Vt'Tlture Eli-
gibility
LPP 01-04. '\Iarch 15.2001
(This form need not be fil1t:d in if all joint venture fimls are
minority' owned.)
1. Name of joint venture
i Address of joint venture
3. Phone number of joint venture
4. Identify the firms which comprise the joint venture. (The
:\'1BE partner must complete Schedule A.)
a. Describe the role of the MBE firm in the joint venture.
b. Describe very briefly the experience and business
qualifications of each non-~'IBE joint venturer:
5. Nature of the joint venture's business
6. Provide a copy of the Joint venture agreement.
7. \Vhat is the claimed percentage ofMBE ownership?
:So Ov.mershlP of joint venture: (This need not be filled in if
described in the joint venture agreement. provided by question
6.\.
R..:.is..:dJ-95
01;.07-'15
FR-l
Local Assistance Procedures Manual
PS&E Checklist Instructions
EXHIBIT 12-E
AII.chment A
:\amc afFirm
~ame afFirm
a. Profit and loss sharm~
b. Capital contributions~ Including eqUlpment.
c. Other applicable ownership imerests.
9. Control of and participation in this contract. Identify by
name. race. sex. and "firm" those indi\'iduals (and their tiIles)
who are responslbk for day-ia.day management and polICY
decision making, includinc.. but not limited to. those with
prime responsibIlity few '
a. Financial decisions
b. \1anagcment decisions. such as:
1. Estimating
2 Marketing and :';11c~
3. Hiring and firing of management personnel
4. Purchasing of major Items or supplies
c. Supervision of field operations
'lote.-IL after filing this Schedule B and before the comple-
tion of the jomt venture's work on the contract covered by this
regulation. there is any significant change in the informatIon
submitted, the joint venture must inform the grantee, either di-
rectly or through the prime contractor if the joint venture IS a
subcontractor.
Affidnit
"The uf'.dersigned swear that the foregoing statements are cor-
rect and include all material information necessary to Identify
and explain the terms and operation of our joint \'enture and the
intended participation by each joint venturer in the undertaking.
Further, the undersigned covenant and agree to pro\'ide to
grantee current, complete and accurate information regarding ac-
tual joint venture work and the payment therefor and any pro-
posed changes in any of the joint venture arrangements and to
permit the audit and examination of the books. records and tiles
of the jomt venture, or those of each joint venturer relevant to
the Jomt vcnture. by authorized representatives of the grantee or
the Federal funding agency. Any material misrepresentation
will be grounds for terminating any contract \\'hich may be
awarded and for initiating action under Federal or State laws
concernIng false statements." '
Rl:\h<"d ,_'i"
u~_n7.4~
LPP 01-04, :\larch 15.2001
SIgnature
Signature
:\ame
:-":ame
Tille
Title
DatL'
Date
Date
State of
County of
On this
day of
19
before me
appeared (~ame)
to me personal I)
kno\\n, who, being duly' sworn, did execute the foregoing affi-
davit. and did state that he or she \vas properly authorized by
JName of firm)
to execute the
affidavit and did so as his or her free act and deed.
r\olary Public
CommIssion expires
[Seal]
Date
State of
County of
On this
, ] 9 ,before me
day of
appeared (\'ame)
to me personally known,
who, bell1g duly s\\om. did execute the foregoing affidavit. and
did state that he or she \\as properly authorized by (~ame of
fiml)
to execute the affidant
and did so as his or her free act and deed,
r\otary Public
Commission explfes
[Seal]
FR-2
Local Assistance Procedures i\lanual
PS&E Checklist Instructions
EXHIBIT I2-E
Attachment B
REQUIRED CONTRACT PROVISIO"iS
FEDERAL-AID CONSTRUCTION CONTRACTS
(Exclusive of Appalachian Contracts)
I.
II.
III.
IV.
V.
VI.
VII.
VIII.
IX.
X.
General.
!':ondbcrimination
Nonsegregated Facilities.
Payment of Predetennined Mimmum Wage.
Statements and Payrolls
Record of Materials, Supplies, and Labor. .
Subletting or Assigning the Contract
Safety: Accident Prevention ...........................
False Statements Concerning Highway Project.
Implementation of Clean Air Act and Federal Water
Pollution Control Act
Certification Regarding Debannent, Suspension,
Ineligibility. and Voluntary Exclusion.
Certification Regarding Use of Contract Funds for
Lobbying.
Page
3
3
5
6
8
9
9
10
10
10
Xl.
II
XII.
12
A TT ACHMENTS
A. Employment Preference for Appalachian Contracts (included
in Appalachian contracts only)
I. GE"iER.\L
I. These contract provisions shall apply to all work perfonned
on the contract bv the contractor's o\\.-n organization and with the
assIstance of ~'orkers under the contractor's immediate
superintendence and to all work perfonned on the contract by
piecework. station work, or by subcontract.
2. Except as otherwise provided for in each section, the con-
tractor shall insert in each subcontract all of the stipulations
contained in these Required Contract Provisions. and further re-
quire their inclusion in any lower tier subcontract or purchase order
Ihat may in turn be made. The Required COnlract PrO\'isions shall
not be incorporated by reference in any case. The prime contractor
shall be responsible for compliance by any subcontractor or lower
tier subcontractor ",,'ith these Required Contract Provisions.
3. A breach of any of the stipulations contained in these R~-
qUlred Contract Provisions shall be sufficient grounds for tenTIl.
nation of the contract.
4. A breach of the following clauses of the Required Contract
Provisions may also be grounds for debarment as provided 111
19 CFR 5.1~
Section I. paragraph 2:
Section IV. paragraphs 1.2,3,4. and 7:
Section V, paragraphs 1 and ~a through 19.
5. Disputes arising out of the labor standards provisions of
Section IV (except-paragraph 5) and Section V of these Required
Contract Provisions shall not be subject to the general disputes
clause of this contract. Such disputes shall be resolved in accor-
dance with the procedures of the U.S. Department of Labor (DOL)
LPP 01-04. March 15,2001
as set forth in 29 CFR 5, 6, and 7. Disputes within the meaning of
this clause include disputes' between the contractor (or any of its
subcontractors) and the contracting agency, the DOL or the
contractor's ernploy'ees or their representatives.
6. Selection of Labor: During the performance of this contract.
the contractor shall not:
a. discriminate against labor from any other State, possession,
or territory of the Cnited States (except for employment
preference for Appalachian contracts, when applfcable. as
specified in Attachment A), or
b. employ convict labor for any' purpose within the limits of
the project unless it IS labor performed by convicts who are on
parole. supervised release. or probation.
II. ;\Ol\D1SCRIMI"iATlO"i
(Applicable to all Federal-aid construction contracts and to all
relaled subcontracts of S I 0,000 or more.)
I. Equ.aI Employment Opportunity: Equal employment
opportUl11ty (EEO) requirements not to discriminate and to take
affirmative action to assure equal opportunity as set fonh under
laws. executive orders, rules, regulations (28 CFR 35.
29 CFR 1630, and 41 CFR 60) and orders of the Secretary of
Labor as modi tied by the provisions prescribed herein, and im-
posed pursuant to 23 U.S.C. 140 shall constitute the EEO and
specitic affirmative action standards for the contractor's project
activities under this contract. The Equal Opportunity Construction
Contract Specifications set forth under 41 CFR 60-4.3 and the
provisions of the Amencan Disabilities Act of 1990
(42 U.5.c. 12101 et seq.) set forth under 28 CFR 35 and
29 CFR 1630 are incorporated by reference in this contract. In the
executIon of this contract, the contractor agrees to comply with the
following minimum specific requirement activities of EEO:
a. The contractor will work with the State highway' agency
(SHA) and the Federal Government in carrying out EEO obli-
gations and in their revie\v of his/her activities under the con-
tract.
b_ The contractor will accept as his operating policy the
foHowing statement:
"It is the policy of this Company to assure that applicants are
employed. and that employees arc treated during emp/OI-mem,
without regard (0 rheir race. religion. sex. color. national origin.
age or disahili~\ Such action shall inelude: employment.
upgrading, demotion. or transfer: recruitment or recruitment ad-
vertising: laroff or terminution. rates of payor other forms of
compensation: and selectioll for [raining. incll/ding appreflti("{:-
Ihip. preappn!/lticeship. alld/o~' on-lhe.Job training"
2. [EO Officer: The contractor will designate and make
known to the SHA contracting officers an EEO Officer who will
have the responSIbility for and must be capable of effectively
form 1 ~7:. - Revi~cd }.l))
Ull-07.9S
FR-3
Local Assistance Procedures j\-Ianual
PS&E Checklist Instructions
EXHIBIT 12-E
Attachment B
administering and promoting an active contractor program of EEO
and who must be assigned adequate authority and responsibility to
do so.
3. Dissemination of Polic\': All members of the contractor's
staff who are authorized to hire. supervise. promote, and discharge
employees, or \vho recommend such action, or who. are
substantially involved in such action, will be made fully cognizant
of. and will implement, the contractor's EEO policy and
contractual responsibilities to provide EEO in each grade and
classification of employment. To ensure that the above agreement
will be met, the following actions will be taken as a minimum:
a. Periodic meetings of supcr..isory and personnel office
employees will be conducted before the start of work and then
not less often than once every six months, at which time the
contractor's EEO policy anl its implementation will be re-
viewed and explained. The meetings \vill be conducted by the
EEO Ofticer.
b. All new supervisory or personnel office employees will be
given a thorough indoctrination by the EEO Officer, covering all
major aspects of the contractor's EEO obligations within thirty
days following their reporting for duty with the contractor.
c. All personnel \vho are engaged in direct recruitment for the
project will be instructed by the EED Officer in the contractor's
procedures for locating and hiring minority group employees.
d. Notices and posters setting forth the contractor's EEO
policy will be placed in areas readily accessible to employees,
applicants for employment and potential employees.
e. The contractor's EEO policy and the procedures to Im-
plement such policy will be brought to the attention of em-
ployees by means of meetings, employee handbooks, or other
appropriate means.
4. Recruitment: When advertising for employees. the
contractor will include in all advertisements for employees the
notation: "An Equal Opportunity Employer." All such adver-
tisements will be placed in publications having a large circulation
among minority groups in the area from which the project work
force would nomlally be derived.
a. The contractor will. unless precluded by a valid bargaining
agreement. conduct systematic and direct recruitment through
public and private employee referral sources likely to yield
qualified minority group applicants. To meet this requirement.
the contractor will identify sources of potential minority group
employees, and establish with such identified sources
procedures whereby minority group applicants may be referred
to the contractor for employment consideration.
b. In the event rhe contractor has a valid bargaining agreement
providing for exclusive hiring hall referrals. he is expected to
obsen'e the proVisions of that agreement to the extent that the
system permits the contractor's compliance with EEO contract
pro\'isions. (The DOL has held that where implementation of
such agreements have the effect of discriminating against
minorities or women, or obligates the contractor to do the same.
such implementation violates Executi.....e Order 11246, as
amended. )
c. The contractor \vill encourage his present employees to
Form 1273 - Re,ised3-95
08-07-95
LPP 01-04, :\larch 15,2001
refer minority group applicants for employment. Information
and procedures with regard to referring minority group
applicants will be discussed with employees.
5. Personnel Actions: Wages, working conditions, and
employee benefits shall be established and administered, and
personnel actions of e\er)' type, including hiring, upgrading,
promotion. transfer. demotion. layoff. and tennination, shall be
taken without regard to race. color, religion. sex, national origin.
age or disability. The following procedures shall be followed:
a. The contractor ",,-ill conduct periodic inspections of project
sites to ensure that working conditions and employee facilities
do not indIcate discriminatory treatment of project site
personnel.
b. The contractor \vill periodically evaluate Ihe spread of
wages paid within each classification to detennine any evidence
of diSCriminatory wage practices.
c. The contractor will periodically review selected personnel
actions in depth to determine \\/hether there is evidence of
discrimination. Where evidence is found, the contractor \....ill
promptly take corrective action. If the revie\v indicates that the
discrimination may extend beyond the actions re...-ic\ved. such
corrective action shall include all affected persons.
d. The contractor \\iill promptly mvestigate all complaints of
alleged discrimination made to the contractor m connection with
his 'Obligations under thIS contract, will attempt to resolve such
complaints, and \vill take appropriate corrective action within a
reasonable time. If the investigation indicates that the
discrimination may affect persons other than the complainant,
such 'corrective action shall mclude such other persons. Upon
completion of each investigation, the contractor will inform
eve!)' complainant of all of his awnues of appeal.
6. Training and Promotion:
a. The contractor will assist in locating, qualifying, and
increasing the skills of minori'ty group and women employees,
and applicants for employment.
b. Consistent with the contractor's work force requirements
and as permissible under Federal and State regulations, the
contractor shall make full use of training programs, i,e..
apprenticeship, and on-the-job training programs for the ge-
ographical area of contract perfomlance. Where feasible. 25
percent of apprentices or tramees in each occupation shall be in
Iheir first year of apprenticeship or trainmg. In the event a
special provision for traming is provided under this cDotrac!. this
subpa~agraph will be superseded as indicated in the special
prOVISIOn.
c. The contractor \,,'ill advise employees and applicants for
employment of available training programs and entrance re-
quirements for each.
d. The contractor will perIodically review the traming and
promotion potential of minority group and women employees
and will encourage eligibk employees to apply for such training
and promotIOn.
FR-4
Local Assistance Procedures i\lanual
PS&E Checklisllnslruclions
EXHIBIT 12-E
Attachment B
7. Unions: If the contractor relies in whole or in part upon
unions as a source of employees. the contractor will use his, her
best efforts to obtain the cooperation of such unions to increase
opportunities for minority groups and women within the unions.
and to effect referrals by such unions of minority and female
employee~. Actions by the contractor either directly or through a
contractor's association acting as agent will include the procedures
set forth below:
a. The contractor will use best efforts to develop, in coop-
eration with the unions, joint training programs aimed toward
qualifying more minority group members and women for
membership in the unions and increasing the skills of mmonty
group employees and women so that they may qualify for higher
paying employment.
b. The contractor will use best efforts to incorporate an EEO
dause into each union agreement to the end that such union will
be contractually bound to refer applicants without regard to their
race, color, religion. sex. national origin, age or disability.
c. The contractor is to obtain infom13tion as to the referral
praclices and policies of the labor union except that to the extent
such infonnation is within the exclusive possession of the labor
union and sucb labor union refuses to furnish such infonnation
to the contractor. the contractor shall so certifv to the SHA and
shall set forth what" efforts have been mad~ to obtain such
infonnation.
d. In the e\.ent the union is unable to proVide the contractor
with a reasonable flow of minoritv and women referr3ls \\:ithin
the time limit set forth in the coliective bargaining agreement.
the contractor will, through independent recruitment efforts, fill
the employment vacancies without regard to race, color,
religion, sex, national origin, age or disability; making full
efforts to obtain qualified and/or qualifiable minority group
persons and women. (The DOL has held that it shall be no
excuse that the umon with which the contractor has a collecti"e
bargaining agreement providing for exclusive referral failed to
refer minority employees.) In the event the union referral prac-
tice prevents the contractor from meeting the obligations
pursuant to Executive Order 11 246. as amended. and these
special provisions. such contractor shall immediately notify the
SHA.
8. Selection of Subcontractors. Procurement of I\Iaterials
and Leasing of Equipment: The contractor shall not discriminate
on the grounds of race, color. religion. sex. national origin, age or
disahility in the selection and retention of subcontractors, including
procurement of materials and leases of equipment.
a. The contractor shall notify all potential subcontractors and
suppliers ofhisioer EEO obligations under this contract.
b. Disad\-antaged business enterprises (DBE), as defined in 49
CFR 13. shall have equal opportunity to compete for and
perfoml subcontracts which the contractor enters into pursuant
to this contract. The contractor will use his best efforts to solicit
bids from and to utillze DBE subcontractors or subcontractors
with meaningful minority group and female representation
among their employees. Contractors shall obtam lists of DBE
construction finns from SHA personnel.
c. The contractor will use hIS best efforts to ensure subcon.
tractor compliance with their EEO obligations.
9. Records and Reports: The contractor shall keep such
LPP 01-04. 'larch 15.2001
records as necessary to. document compliance with the EEO
requirements. Such records shall be retained for a period of three
years following completion of the contract work and shall be
available at reasonable times and places for inspection b) au.
thorized representatives of the SHA and the FHWA.
a. The records kept by the contractor shall document the
following:
(I) The number of minority and non-minonty group
members and women employed 111 each work classification on
the project:
(1) The progress and efforts being made in ~ooperation
with unions. when applicable. to increase employment op-
portunities for mmorities and women;
(3) The progress and efforts being made in locating. hiring.
training, qualifying. and upgrading minority and female
employees; and
(4) The progress and effons being made in securing the
services of DBE subcontractors or subcontractors ~ with
meaningful minontv and female representation among their
employees. -
b. The contractors \vill submit an annual repon to the SHA
each July for the duration of the project, indicating the number
of minority. women. and non-minority group employees
currently engaged in each work classification required by the
contract work. This infonnation is to be reported on Form
FHWA-1391. If on.the-job training is being required by special
provision. the contractor will be required to collect and report
training data.
III :-;O:-;SEGREGA TED F AClLlTlES
(Applicable to all Federal-aid construction contracts and to all
related subcontracts of510.000 or more.)
a. Bv submission of this bid, the execution of this contract or
subcontract. or the consummation of this material supply
agreement or purchase order. as appropriate. the bidder, Federal-
aid construction contractor. subcontractor, material supplier. or.
vendor. as appropriate, certities that the firm does not maintain
or provide for its employees any segregated facilities at any of
its establishments, and that the linn does not penmt its
employees to perfonn their services at any location, under its
control, where segregated facilities are mamtained. The firm
agrees that a breach of this certification is a violation of the EEO
provisions of thiS contract. The firm further certifies that no
employee will be denied access to adequate facilities on the
basis of sex or disability.
b. As used in this certification, the teon "segregated facilities"
means any waltmg rooms. work areas, restrooms and
washrooms.. restaurants and other eating areas. time clocks.
locker rooms, and other storage or dressing areas. parking lots.
drinking fountains, recreation or entertalOment areas.
transportation. and housing facilities provided for employees
which arc segregated by expllcit directl\-e. or arc. in fact. seg-
regated on the baSIS of race, color. religion. nallonal ongin. age
or disability, because of habit. local custom, or o[her.vlse_ The
only excep'tion will be for the disabled when the demands for
accessibility override (e.g. disabled parking).
Form ] ~"7;. - Re\ls<,d .'.1l5
Oli.07.95
FR-5
Local Assistance Procedures :\Ianual
PS&E Checklist Instructions
EXHIBIT 12-E
Attachment B
2. Classification:
c. The contractor agrees that it has obtained or will obtain
identi~al ceryification from proposed subcontractors or material
suppliers pnor to award of subcontracts or consummation of
material supply agreements of SIO.OOO or more and that it will
retain such certificatIOns in its files.
IY. PA YYIE"'T OF PREDETER.\II"'ED YII1IinILYI
WAGE
(Applicable to all Federal-aid construction contracts exceeding
S2.000 and to all r~lated subcontracts. except for projects located
on roadways classIfied as local roads or rural minor collectors
which are exempt.) . ,
1. General:
. a. All mechanic~ and laborers employed or \vorking upon the
site of the work will be paId unconditIOnally and not less often
than once a week and \....ithout subsequent deduction or rebate on
any ac~ount [except such payroll deductions as are pennitted by
regulations (29 CFR 3)} issued by the Secretary of Labor under
the Copeland Act (40 U.S.e. 276c) the full amounts of wages
a.nd bona fide fringe benefits (or cash equivalents thereat) due at
time of payment. The payment sha1l be computed at wage rates
not less than those contained in the wage detenninatio~ of the
Secretary of Labor (hereinafter "the wage determination") which
]s attached hereto and made a part hereof, regardless of any
contractual relationship \\..hich may be alleged to exist between
the contractor or its subcontractors and such laborers and
mec~anic~. The wage determination (including any additional
c1~sslfica~lOns and wage rates conformed under paragraph 2 of
this Section IV and the DOL poster (WH-132l) or Fonn
~HWA-1495) shall be posted at all times by the contractor and
Its subcontractors at the site of the \\'ork in a prominent and
accessible place where it can be easily seen by the workers. For
the purpose of this Section, contributions made or costs
reasonably anticipated for bona fide fringe benefits under
Section 1(b)(2) of the Davis-Bacon Act (40 use. 276a) on
behalf of laborers or mechanics are considered wages paid to
such laborers or mechamcs. subject to the provisions of Section
IV, paragrap~ 3b~ hereof. Also. for the purpose of this Section,
regular contnbutlOns 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 mcurred during such
weekly penod. Such laborer~ and mechanics shall be paid the
appropnate. wage rate and f~1I1ge benefits on the wage deter-
m~natlon tor the classificatIOn of work actually perfonned,
\....Ithout regard to skill, except as pmvided in paragraphs.:1. and 5
ofth]s Section IV.
b. Labo~ers or mechanics perfonning 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 III each classification in which work is perfonned.
c. All rulings and interpretations of the Davis-Bacon Act and
related acts contained m 29 CFR L 3, and 5 are herem
mcorporated by reference in this contract.
Form I Tn - Rt:\ised 3-95
()i(.(j'U)S
LPP 01-04. ;\Iarch 15.2001
a. The SHA contracting officer shall require that any class of
laborers or mechanics employed under the contract, which is not
listed in the wage determination, shall be classified in
confom1ance wilh the \o,:age determination.
b. The contracting officer shall approve an additional
classification, wage -rate and fringe benefits only when the
follov,:mg cflteria have been met:
(1 ) the work to be perfonned by the additional classifi-
cation requested is not perfonned by a classification in the
wage determinatIOn;
(2) the additional classification IS utilized in the area by the
construction Industry;
(3) the proposed wage rate. including any bona fide fringe
benefits, bears a reasonable relationship to the wage rates
con tamed 111 the ,o,.:age determination; and
(4) ,with respect to helpers, \.,:hen such a classification
prevails m the area in which the work is performed.
c. If the contractor or subcontractors, as appropriate, the
l~borers an~ mechamcs (if known) to be employed in the addi-
tIOnal c1aSSlficatlon or their representatives. and the contracting
officer agre~ on the classification and wage rate (including the
amount deSignated for fnnge benefits where appropriate), a
report of the actIon ,taken shall be sent by the contracting officer
to the DOL. Administrator of the Wage and Hour Division,
Employment Standards Administration. Washington, D.C.
20210. The Wage and Hour Administrator, or an authorized
repre~entative. .will. appro.ve, ~odify. or disapprove e....ery
additional classification action WIthin 30 days of receipt and so
ad:lse the. contracting officer or will notify the contracting
ofhcer wllhm the 30~day penod that additional time is
necessary.
.d. In the event the contractor or subcontractors, as appro-
pnate. the laborers or mechanics to be employed in the addi-
tional classification or theIr representatives, and the contracting
o.fficer .do not agree on the proposed classification and wage rate
(mcludmg the amount deSIgnated for fringe benefits. where
appropnate). the contracting officer shall refer the questions,
mcludmg the views of all interested parties and the
recommen~a~lon of the contracting officer, to the Wage and
Hour Ad~mlstrator for determination. Said Administrator. or
an authonzed representative, \vill issue a detennmation within
30 ~,ays of receipt and so advise the contracting officer or will
notlly the contracting officer within the 30-dav period that
additional time IS necessary .
e. T~e wage rate (mcluding fringe benefits where appropriate)
determll1ed pursuant to paragraph 1c or 2d of this Section IV
shall be paid to all workers performing work in the additional
classificatIOn from the tirst dav on which \\'ork is performed in
the classificatIOn. .
3. Payment or Fringe Benefits:
a. Whene\'er the mmimum wage rale prescribed in the con-
tract for a class of laborers or mechanics includes a fringe
benefit whlch IS not expressed as an hourly rate. the contractor
or subcontractors. as appropriate. shall either pay the benefit
FR-6
Local Assistance Procedures :\Ianual
PS&E Checklist Instructions
EXHIBIT 12-E
Attachment B
as stated in the wage detennination or shall pay another bona
fide fringe benefit or an hourly case equivalent thereof.
b. If the contractor or subcontractor, as appropriate, does not
make payments to a trustee or other third person. he/she Olav
consider as a part of the wages of any laborer or mechanic the
amount of any costs reasonably 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 standards of the Davis-Bacon Act
have been met. The Secretary of Labor may require the
contractor to set aside in a separate account assets for the
meeting of obligations under the plan or program.
4. Apprentices and Trainees (Programs of the LS, DOL)
and Helpers:
a. Apprentices:
(1) Apprentices will be pennitted to work at less than the
predetennined rate for the work they perfonned \vhen they are
employed pursuant to and individually registered in a bona
fide apprenticeship program registered with the DOL.
Employment and Traimng Admilllstration, Bureau of
Apprenticeship and Training, or with a State apprenticeship
agency recognized by the Bureau, or if a person is employed
111 his/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 Bureau of Apprenticeship and Training or a
State apprenticeship agency (where appropriate) to be eligible
for probationary employment as an apprentice.
(2) The allowable ratio of apprentices to journeyman-level
employees on the job site in any craft classification shall not
be greater than the ratio pennitted to the contractor as to the
entire work force under the registered program. Any'
employee listed on a payroll at an apprentice wage rate. who
is not registered or otherv,:ise employed as stated above. shall
be paid not less than the applicable \vage rate listed in the
\vage detennination for the classification of work actually
perfonned. 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
\Vage rate on the wal.!:e determination for the work actuallv
performed. \Vht:re- a contractor or subcontractor (s
pertonning construction on a project in a locality other than
that in which its program is registered, the ratios and \vage
rates (expressed in percentages of the joumeyman-le\.'el
hourly rate) specified in the contractor's or subcontractor's
registered program shall be observed.
(3) 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 joumeyman-
level hourly rate specified in the applicable wage
determinatIOn. Apprentices shall be paid fringe benetits in
accordance \vith the provisions of the apprenticeship program.
If the apprenticeship program does not specify fringe benefits.
apprenlices must be paid the full amount of fringe benefits
listed on the \vage detemlination for the applicabk
classificatIon. If the Administrator for the Wage and Hour
Division determines that a different practice prevails for the
applicable apprentice classification, fringes shall be paid in
accordance with that detemlination
LPP 01-04. '\Iarch 15,2001
(4) In the event the Bureau of Apprenticeship and Training,
or a State apprenticeship agency recognized by the Bureau,
withdraws approval of an apprenticeship program, the
contractor or subcontractor will no longer be permitted to
utilize apprentices at less than the applicable predeternlined
rate for the comparable work performed by regular employees
until an acceptable program lS approved.
b Trainees:
(1) Except as provided in 29 CFR 5.16. trainees will not be
permitted to work at less than the predetennined rate for the
work performed unless they are employed pursuant to and
individually regIstered in a program \vhich has received prior
approval. evidenced by fonnal certification by the DOL.
Employment and Training Administration.
(2) The ratio of trainees to Journeyman-level employees on
the Job site shall not be greater than pennitted under the plan
approved by the Employment and Training Administration.
Any employee listed on the payroll at a trainee rate who is not
registered and partIcipating in a training plan approved by the
Employment and Training Administration shall be paid not
less than the applicable wage rate on the wage determmation
for the classification of work actually perfonned. In addition.
any trainee performing \'iork on the job site in excess of the
ratio pennined under the registered program shall be paid not
less than the applicable wage rate on the wage deternlinarion
for the work actually perfonned.
(3) Every trainee must be paId at not less than the rate
specified in the approved program for his/her level of
progress. expressed as a percentage of the journeyman-level
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 frim.!c benefits listed on the wage determination
unless the Administrator of the Wage and Hour Division
detennines that there is an apprenticeshIp program associated
with the corresponding journeyman-level wage rate on the
wage determinatIon which provides for less than full fringe
benefits for apprentices, in which case such trainees shall re-
ceive the same fringe benefits as apprentices.
(-l) In the event the Employment and Training Adminis-
tration withdraws approval of a training program, the con-
tractor or subcontractor will no longer be pennitted to utilize
trainees at less than the applicable predetermined rate for the
work perfonned until an acceptable program is approved.
c. Helpers:
Helpers will be permitted to \vork on a project if the helper
classitication IS specified and defined on the applicable wage
determination or is approved pursuant to the confomlance
procedure set forth in Section IV.2. Any worker listed on a
payroll at a helper wage rate, who IS not a helper under an
approved definition. shall be paid not less than the applicable
wage rate on the wage determination tor the classification of
work actually perfonned.
FOffi1 1::!7) - RC\"l~eJ )'<)5
OS-(l7-95
FR-7
Local Assistance Procedures :\(anual
PS&E Checklist Instructions
EXHIBIT 12-E
Attachment B
5. Apprentices and Trainees (Programs of the C.S. DOT):
Apprentices and trainees working under apprentice~hip and skill
traming programs which han: heen cenified by the Secretary of
Transportation as promoting EEO in connection \\ith Federaklld
highway construction programs are not subject 10 the requirements
of paragraph 4 of this Section IV. The straight time hourly wage
rates for apprentices and trainees under such programs will be
established by the particular programs. The ratio of apprentices
and trainees to journeymen shall not be greater than pernlltted by
the tenns of tile particular program.
6. Withholding:
The SHA shall upon Its own action or upon wr.itten request of an
authorized representatiw of the DOL \\:ithhold, or cause to be
withheld, from the contractor or subcontractor under thiS contract
or any other Federal contract with the same pnme contractor. or
any other federally-assisted contract subject to Davis-Bacon
prevailing wage requirements which is held by the same prime
contractor, as much of the accrued payments or advances as may
be considered necessary' to pay laborers and mechanics, including.
apprentices. tramees. and helpers, employed by the contractor or
any subcontractor the full umount of wages required by the
contrac!. 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 pan of the wages required hy the
contract. the SHA contracting officer may, after written notice to
the contractor. take such action as may be necessarY to cause the
suspension of any funher payment, ad~ance, or guarantee of funds
until such violations haye ceased.
7. Onrtime Requirements:
!\o contractor or subcontractor contracting for any part of the
contract work which may require or involve the employment of
laborers. mechaniCS, \..'atchmen, or guards (including apprentices,
trainees, and hdpers described in paragraphs -t and 5 above) shall
require or pennit any laborer, mechanic. watchman, or guard in
any workweek in whIch he/she is employed on such ",,'ork, to work
in excess of 40 hours in such workweek unless such laborer,
mechanic. watchman. or guard receives compensation at a rate not
less than one-and-one-half times his/her basic rate of pay for all
hours worked in excess of 40 hours in such workweek.
8. Violation:
Liability for Cnpald \\.'ages: liquidated Damages: In the event
of any violation of the clause set fonh in paragraph 7 aboYe-. the
contractor and any subcontractor responsible thereof shall be liable
to the affected employ'ee for his/her unpaid \vages. In addition,
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 territorv', to such Distnct or to such territorv) for
liquidated damages. Such liqUidated damages shall be computed
with respect to each individual laborer, mechanic. watchman. or
guard employed in violation of the clause set forth in paragraph 7.
lfl the sum of 5 I 0 for each calendar day on which such employee
was required or pennitted to work in excess of the standard work
week of -+0 hours without payment of the overtime \vages requm~d
by the clause set forth in paragraph 7.
Form 1:::-:'3- Rt;'\lScd3.95
OS-()-::'.\)5
LPP 01-04, :\Iarch 15,2001
9. Withholding for l'npaid \\'ages and Liquidated Damages:
The SHA shall upon its own action or upon written request of
Jnv authorized representatIve of the DOL withhold, or cause to be
\\-iihheld, from any moncys payable on account of work performed
by the contractor or subcontractor under any such contract or an)
other Federal contract with the same prime contractor, or any other
federally-assisted contract subject to the Contract Work Hours and
Safety' Standards Act. which is held hy the same prime contractor.
such sums 3S may be detennined to be necessary to satish' afl\.'
liabilities of such cOn!ractor or subcontractor for unpaid v.ages and
liquidated damages as pro\'lded In the clause set fonh in paragraph
8 abo\'e.
Y. STA TDIE:\TS A:\D PAYROLLS
(Applicable to all Federal-aid construction contracts cxceedmg
S2.000 and to all related subcontracts, except for projects located
on roadways classified as local roads or rural collectors, which are
exempt. )
1. Compliance with Copeland Regulations (29 CFR 3):
The contractor shall comply with the Copeland Regulations of
the Secretary of Labor which are herem incorporated by reference.
2. Payrolls and Payroll Records:
a. Payrolls and basic records relating thereto shJIl be
maintained by the contractor and each subcontractor during the
. course of the work and prescf\'ed for a period of 3 years from
the date of completion of the contract for all laborers.
mechanics. apprentices, trainees, watchmen, helpers, and guards
workmg at the site of the work.
b. The payroll records shall contain the name. social security
number, and address of each such employee: his or her correct
classification: hourly rates of wages paid (including rates of
contributions or costs anticipated for bona fide fringe benefits or
cash equivalent thereof the types described in Section l(b)(l)(B)
of the Davis Bacon Act); dailv and week Iv number of hours
worked; deductions made: and -actual wages paid. In addition,
for Appalachian contracts. the payroll records shall contain a
notallon indicating whether the employee does. or does nOL
nomlally reside lfl the labor area as defined in Attachment A.
paragraph I. Whenever the Secretary of Labor, pursuant to Sec-
tion IV. paragraph 3b, has found that the wages of any laborer or
mechamc includ~ the amount of any costs reasonably anticipated
In providing benefits under a plan or program described in
Section l(b)(2)(B) of the Davis Bacon Act, the contractor and
each subcontractor shall maintam'records which show that the
commitment to provide such benefits is enforceable, that the
plan or program IS financially responsible. that the plan or
program has been communicated in writing to the laborers or
mechanics affected. and show the cost antiCipated or the actual
cost incurred In pro\'ldlflg benefits. Contractors or
subcontractors employing apprentlCes or tralllees under
approved programs sh<lll maintain written evidence of the
registration of apprentices <lnd trainees. and ratios and wage
rates prescnbe-d in the appllcable progrJms.
FR-8
Local Assistance Procedures Manual
PS&E Checklist Instructions
EXHIBIT 12-E
Attachment B
c. Each contractor and subcontractor shall furnish, each week
in which any contract work is performed, to the SHA resident
engineer a payroll of wages paid each of its e~ploye~s
(including apprentices, trainees. and helpers. descnbed m
Section IV, paragraphs 4 and 5. and watchmen and guards en.
gaged on work during the preceding weekly payroll period).
The payroll submitted shall set out accurately and completely all
of the information required to be mamtained under paragraph 2b
of this Section V, This information may be submitted in any
fonn desired. Optional Foml WH.347 is available for this
purpose and may be purchased from the Superintendent of
Documents (Federal stock number 029.005-0014-1). U.S.
Government Printing Offke, Washmgton. D.C. 20402. _ The
pnme contractor IS responsIble for the submiSSIOn of copies of
payrolls by all subcontractors.
d. Each payroll submitted, shall be accompanied by a
"Statement of Compliance." signed by the contractor or sub-
contractor or hIs/her agent who pays or supef\lses the payment
of the persons employed under the contract and shall certify the
following:
(I) that the payroll for the payroll period contains the
information reqUIred to be maintained under paragraph 2b of
this Section V and that such mformation is correct and
complete;
(2) that such laborer or mechanic (including each helper.
apprentice. and trainee) employed on the contract during the
payroll period has been paid the full \v:~ekly wages earned.
without rebate. either directly or mdlrectly. and that no
deductions ha\"e been made either directly or indirectly from
the full wages earned. other than pemlissible deductions as set
forth in the Regulations. 29 CFR 3:
(3) that each laborer or mechanic has been paid not less that
the applicable wage rate and fringe benefits or cash equivalent
for the classification of worked performed. as specified in the
applicable wage deternlination incorporated into the contract.
e. The \\-'eeklv submission of a properly executed certification.
set forth on the reverse side of Optional Form WH-347 shall
satisfy the requirement for submission of the "Statement of
Compliance" required by paragraph 2d oflhis Section V.
f. The falsification of any of the above certifications may
subject the contractor to ciVil or criminal prosecution under 18
LSc. 1001 3nd31liSc. 231.
g. The contractor or subcontractor shall make the records re.
quired under paragraph 2b of this Section "v available for ~nspec-
tlon, copymg. or transcriptIOn by authoflzed representatives of
the SHA. the FHWA. or the DOL. and shall permIt such
representatives to interview employees durin~ working ~ours on
the job. If the contractor or subcontractor falls to submit the re-
quired records or to make them available, the SHA, the FHW A.
the DOL. or all may. after \"Titten notice to the contractor.
sponsor. applicant. 0; owner, take such actions as may be nec~
essary" to cause rhe suspension of any further payment. ad\"ance.
or guarantee of funds. Furthermore. fallure to submit the
required records upon request or to make such records a\'ailable
may be grounds for debarrnent action pursuant to 29 CFR 5.12.
LPP 01-04. :\Iarch 15.2001
\'1. RECORD OF MATERIALS. SVPPLIES. A:-iD
LABOR
1. On all Federal-aid contracts on the National Highway System.
except those which provide solely for the installation of protecti\"e
devices at railroad grade crossings, those which are constructed on
a force account or direct labor basis. highway beautification
contracts. and contracts for which the total final construction cost
for roadway and bridge is less than 51,000,000 (23 CFR 635) the
contractor shall:
a. Become famIliar with the list of specIfic materials and
supplies contained in Form FHV/A-47, "Statement of \.1aterials
and Labor Used by Contractor of Hlgh\\-'ay ConstructIon
Involving Federal Funds." prior to the commencement of work
under this contract.
b. Maintain a record of the total cost of all materials and
supplies purchased for and incorporated in the work: an~ also of
the quantities of those specific materiais and supplies listed on
Foml FH\VA-47. and m the unlts shown on Form FH\VA-47.
c. Furnish, upon the completion of the contract, lo the SHA
resident engineer on Fonn FHWA~47 together WIth the data
required in paragraph I b relative to materi.als" an~ supplies, a
final labor summarv of all contract work mdlcatmg the total
hours worked and the total amount earned.
2. At the prime contractor's option. either a single report
covering all contract work or separate reports for the contractor
and for each subcontract shall be submitted.
VII. SVBLETTl:-iG OR ASSIG:-iI:-iG THE CO:-iTR-\CT
1. The contractor shall perform \....ith its own organization
contract work amounting to not less than 30 percent (or a greater
percentage if specified elsewhere in th~ co~tract) of" the {otal
angmal contract price, excludmg any specialty Items deSIgnated by
the State. Specialty items may be performed by subcontract and
the amount of any such speCIalty items performed may be deducted
from the total original contract price before computing the amount
of work required to be performed by the contractor's own
organization (:!3 CFR 635).
a. "Its own organization" shall be construed to include only'
workers emplo)-'e~d and paId directly by the pnme cantraCl~r and
equipment owned or rented by the pnme contractor, WIth or
without operators, Such term does not mclude employees or
equipment of a subcontractor, assignee, or agent of the prune
contractor.
b, "Specialty Items" shall be construed to be limite.d. to \\-"'ork
that requires highly specialized knowledge. ablhtll:s.. or
equipment not ordinarily available in the type of cantractmg
organizations qualified and expected to bId on the contract as a
whole and in general arc to be limited to minor components of
the overall conrmct.
Form 12"':\ - Re\'lsed :VJ5
Oll-O/.Q;,
FR-9
Local Assistance Procedures .Manual
PS&E Checklist Instructions
EXHIBIT 12-E
Attachment B
2. The contract amount upon which the requirements set forth in
paragraph I of Section VII is computed includes the cost of
material and manufactured products which are to be purchased or
produced by the contractor under the contract provisions.
3. The contractor shall furnish (a) a competent superintendent or
supervisor who is employed by the tinn, has full authority to qirect
performance of the work in accordance with the contract
requirements, and is in charge of all construction operations
(regardless of who perfonns the \vork) and (b) such other of its
own organizational resources (supervision. management, and
engineenng services) as the SHA contracting officer detennines is
necessary to assure the perfonnance of the contract.
4. No portion of the contract shall be sublet. assigned or
othen.vise disposed of except with the written consent of the SHA
contracting officer, or authorized representative, and such consent
w'hen given shall not be construed to relieve the contractor of any
responsibility for the fulfillment of the contract. Written consent
will be given only after the SHA has assured that each subcontract
is evidenced in writing and that it contains all pertinent provisions
and requirements of the prime contract.
VIII. SAFETY: ACCIDDiT PREVE"iT/O"i
I. In the perfonnance of this contract the contractor shall
comply with all applicable Federal. State. and localla\vs governing
safety. health, and sanitation (23 CFR 635). The contractor shall
provide all safeguards, safety devices and protective equipment
and take any other needed actions as it detennines, or as the SHA
contracting officer may detennme, to be reasonably necessary to
protect the [jfe and health of employees on the job and the safety of
the public and to protect propeny in connection with the
perfonnance of the work covered by the contract.
1. It is a condItIOn of this contract, and shall be made a condition
of each subcontract. which the contractor enters into pursuant to
this contract. that the contractor and any subcontractor shall not
permit any employee. in perfomlance of the contract. to work in
surroundings or under conditions which are unsanitarv, hazardous
or dangerous to his/her health or safetv, as dete~ined under
construction safety and health stand;rds (29 CFR 1926)
promulgated by the Secretary of Labor. in accordance with Section
107 of the Contract \Vork Hours and Safety Standards Act (40
U.Sc. 333).
3. Pursuant to 29 CFR 1926.3, it is a condition of this contract
that the Secretary of Labor or authorized representative thereof.
shall have right of entry to any site of contract performance to
inspect or investigate the matter of compliance with the
construction safety and health standards and to carry OUI the duties
of the Secretary under Section 107 of the Contract Work Hours
and Safety Standards Act (40 U.S.c. 333).
IX. FALSE ST A TEME:\TS CO:'liCERNI:\G HIGHWAY
PROJECTS
In order to assure high quality and durable construction in
confonnity with approved plans and specifications and a high
degree of reliability on statements and representations made by
engmeers. contractors, suppliers. and workers on Federal-aid
hIghway projects. it is essentIal that all persons concerned With the
project perfonn their functions as carefully, thoroughly, and
honestly as possible. Willful falsification, distortion. or mis-
representation with respect to any facts related to the project is a
violation of Federal law. To prevent any misunderstanding re-
Form 1273 ~ Revised 3-95
O~-()7.95
LPP 01-04, March 15,2001
garding the seriousness of these and simIlar acts, the follo\\'mg
notice shall be posted on each Federal-aid high\....a). project (23
CFR 635) in one or more places where it is readily available to all
persons concerned with the proJect:
"onCE TO AI.L PERSO:>i:'liEL E"GAGED 0"
FEDERAL-AID HIGHWA Y PROJECTS
18 L'.S.C. 1010 reads as follows:
"1l'hOf:Tt'I" bf!illg an offict!/". age!/!. or employee of lhe ['lIih'd
STI/res. nr am' Slall' or Terriror\'. or lI'hon'er. whether a persoll.
assacialian. firm. or corporalioll, knoll'ingzr makes ony false
swtemenf. false represenTalion. or/alse report as To the character.
quality, quanlily. ar cosT of the material lised ar to be .used. or The
quantiry or qualiry of The work pe/lormed or To be pe/fonned, or
the COSl thereaf in can/leetion IdTh the submissian of plans, maps.
spec{ficalions. cOlltraers. or COSlS of construction on any hig/m'm'
or related projecl Sllbmiltcd for approval TO the Secretar\' of
Trall.'iportation: or
Whoever knoH'ingz,' makes any false slalement. false repre-
senlaTion.false repon orfalse cfaim with respecl to The characler.
qllali~r. quanTity. or cosl of any n'ork performed or to be per-
formed. or malerials fltl'llished or to be filrnished. in connecTioll
with The COllSlrUCliOIl of allY highway or related projecl approved
by the Secretary a/Transporlation: or
Whoel'er knowing(,' makes any false sTatement ar false repre-
sentalion as to malerial fact ill any statemellT. certificate. or report
submitted pursuant to provisions of the Federal-aid Roads ACT
apprOl:ed July 1. 1916. (39 StaT. 355j, as amended and sup-
plemcn!ed:
Shaff be fined /lOl more that SiD.OOO or imprisoned not more
than 5 years or both."
X. DIPLDIE"iTA TIO" OF CLEA" AIR ACT A"D
FEDERAL WATER POLLlTIO" CO:'liTROL ACT
(Applicable to all Federal-aid construction contracts and to all
related subcontracts of5100,000 or morc.)
Bv submiSSIOn of this bid or the execution of this contract. or
subc"ontract. as appropriate, the bIdder, Federal-aid construction
contractor. or subcontractor. as appropriate, will be deemed to have
stipulated as follows:
1. That any facility that is or will be utilized in the performance
of this contract, unless such contract is exempt under the Clean Air
Act. as amended (42 U.S.c. 1857 et seq., as amended by Pub. L.
91-604), and under the Federal \Vater Pollution Control Act. as
amended (33 C.s.c. 1251 et seq.. as amended by Pub. L. 92-500),
Executive Order 11738, and regulatIons in Implementation thereof
(40 CFR 15) is not listed, on the date of contract award, on the
L'.S. Environmental Protection Agency (EPA) List of Violating
Facilities pursuant to 40 CFR i 5.20.
2. That the finn agrees to comply and remain in compliance with
all the requirements of Section 114 of the Clean Air Act and
Section 30g of the Federal Water Pollution Control Act Jnd all
regulations and gUldelllles ltsted thereunder
3. That the finn shall promptly notify the SlIA of the receipt of
any communication from the Director, Office of Federal ActivitIes.
EPA. indicating that a facility that is or will be uttllzed
FR-IO
Local Assistance Procedures l\lanual
PS&E Checklist Instructions
EXHIBIT 12-E
Attachment B
for the contract is under consideration to be listed on the EPA List
of Violating Facilities.
4. That the firm agrees to include or cause to be included the
requirements of paragraph I through 4 of thIS Section X in every
nonexempt subcontr<lct. and further agrees to take such action as
the government may dIrect as a means or enforcing stich re-
qUirements.
XI. CERTlFICATlO:-< REGARDI:-<G DEBAR'IE:-<T.
SUSPE:-<SIO,.. I:>:ELIGIBILITY A:-<D VOLl':\TARY
EXCLUSIO:-<
J. Instructions for Certificarion - Primary Covered
Transactions:
(Applicable to all Federal-aid contracts - 49 CFR 29)
a. By signing and submitting this proposal, the prospective
primary participant IS prondmg the certification set out below.
b. The inability of a person to provide the certification set out
belm\' will not necessarily result in denIal of participation in this
covered transaction. The prospective participant shall submit an
explanation of why it cannot provide the certification set out
bdow. The certification or explanation will be considered in
connection with the depa'rtment or agency's detem1ination
whether to entcr mto this transaction. However, failure of the
prospecti',;e primary participant to furnish a certification or an
explanatIon shall disqualify such a person from partIcipation in
this transaction.
c. The certification in this clause is a malenal representation
of fact upon w'hich reliance \\"as placed when the department or
agency determined to enter into this transaction. If it is later
detennined that the prospecti,'e primary participant knowingly
rendered an erroneous certification, in addition to other remedies
available to the Federal Government, the department or agency
may tenninate this Iransaction for cause of default.
d. The prospective primary participant shall provide im-
mediate '''Titten notice to the department or agency to whom this
proposal is submitted if any time the prospective primary
participant learns that its certification was erroneous when
submitted or has become erroneous by reason of changed
circumstances.
e. The tern1S "covered transaction," "debarred." "suspended."
"ineligible," "lower tier covered transaction." "participant."
"person." "primary covered transaction." "principaL" "proposal."
and "voluntarilv excluded." as used in this clause. have the
meanings set o~t in the DefinitIOns and Coverage sections of
rules implementing Executive Order 12549. You may contact
the department or agency to which this proposal is submitted for
assistanci: m obtainmg a copy of those regulatIons.
f. The prospective primary participant agrees by submitting
this proposal that, should the proposed covered transaction be
entered into. it shall not kno'....ingly enter into any lower tier
coycn:d transactIon ,vith a person who is debarred. suspended.
declared meltgible. or voluntarily excluded from participation in
thIS covered transactIon, unless authonzed by the department or
agency enteflog Into thiS transaction.
g. The prospectIve pnmary participant further agrees by
LPP Ol-O~, 'larch 15.2001
submitting this proposal that it will include the clause titled
"Certification Regarding Debannenr. Suspension. Ineligibility
and Voluntary ExclUSIOn-Lower Tier em-ered Transaction,"
provided by the department or agency entering into this covered
transactHm. WIthout modification. III all lower tIer cO\"ered
transactions and in all solicitatIOns for lower tier covered
transactIons.
h. A partiCipant in a covered transaction may rely upon a
certtlication of a prospective participant in a lower tier covered
transaction that is not debarred. suspended. ineligible. or
\'oluntarily excluded from the covered transaction. unless it
knows that the certificatton IS erroneous. A partiCIpant may
decide the method and frequency by which it determines the el-
igibility of its principals. Each participant may, but is not
required to. check the nonprocurement portion of the "Lists of
Parties Excluded From Federal Procurement or 1'\onprocurement
Programs" (Nonprocurement List) \vhich is compiled by the
General Services Administration.
i. Nothing contained in the foregoing shall be construed to
require establishment of a system of records in order to render in
good faith the certification required by this clause. The
knowledge and information of participant is not required to
exceed that which is normally possessed by a prudent person in
the ordinary course of business dealings.
j. Except for transactions authorized under paragraph f of
these instructions. if a participant in a covered transaction
knowingly enters into. a lower tier covered transaction with a
person who is suspended. debarred, ineligible. or voluntarily
excluded from participation in this transaction. in addition to
other remedies available to the Federal Government. the de-
partment or agency may terminate this transaction for cause or
default.
* * * * *
Certification Regarding Debarment.
Suspension. Ineligibility and Voluntar)"
Exclusion-Primary CO\'ered Transactions
I. The prospective primary participant certifies to the best of
its knowledge and belief. that it and its principals:
a. Are not presently debarred. suspended, proposed for
debarnlent. declared meligible. or voluntarily excluded from
covered transactions by any Federal department or agency;
b. Have not within a 3-year period preceding this proposal
been convicted of or had a civil judgment rendered against
them for commission of fraud or a criminal offense in
connection with obtaining, attemptmg to obtain. or
performing a public (Federal, State or local) transaction or
contract under a public transaction: violation of Federal or
State antitrust statutes or commission of embezzlement. theft.
forgerv', bribery'. falsification or destruction of records.
making false sta"tements. or receiving stolen property:
c. Are not presently indicted for or otherv.-'ise criminally or
ci,'illv charged bv a c:O\'emmcntal entity (Federal. Stale or
local) with comm-isslOn of any of the otTenses enumerated in
paragraph I b of thIS certification; and
Fonn 1:!7] -Re\l-'ed ~.95
08.07.95
FR-II
Local Assistance Procedures ]\<Ianual
PS&E Checklisllnstructions
EXHIBIT 12-E
Attachment B
d. Have not within a 3-year period preceding this ap~
plication/proposal had one or more public transactions
(Federal, State or local) terminated for cause or default.
2. Where the prospective pnmar:. participant is unable to
certify to any of the statements in this certification, such
prospective participant shall attach an explanation to this
proposal.
*****
2, Instructions for Certification - Lo\\.er Tier Covered
Transactions:
(Applicable to all subcontracts, purchase orders and other lower
tier transactions of $25,000 or more ~ 49 CFR 29)
a. By signing and submining this proposaL the prospective
lower tier is providing the certitication set out below.
b. The .:ertification in this clause is a material representation
of fact upon which rehance was placed when this transaction
was entered into. If it is later determined that the prospective
lower tier participant knowingly rendered an erroneous
certification. in addition to other remedies available to the
Federal Government. the department or agency w.ith which this
transaction originated may pursue a....ailable remedies, including
suspension and/or debarment.
c. The prospective lower tier participant shall provide
immediate '''Tinen notice to the person to which this proposal is
submitted if at any time the prospective lower lier participant
learns that its certitication was erroneous by reason of changed
circumstances.
d. The tenns "covered transaction," "debarred," "suspended,"
"ineligible." "primary co....ered transaction," "participant,"
"person." "principaL" "proposal." and "voluntarily excluded," as
used in this clause, have the meanings set out in Ihe Definitions
and Coverage sections of rules implementing Executive Order
12549, You may contact the person to which this proposal is
submitted for assistance in obtaining a copy of those regulations.
e. The prospective lower tier participant agrees by submitting
this proposal that. should the proposed covered transaction be
entered into, it shall not knowingly enter into any lower tier
covered transaction with a person who is debarred, suspended,
dedared ineligible, or voluntarily excluded from participation in
this covered transaction, unless authorized by the department or
agency WIth which this transaction originated.
f, The prospective 1001,.er tier participant further agrees by
submitting this proposal that it will include this clause titled
"Certification Regarding Debannent, Suspension, Ineligibility
and Voluntary Exclusion-Lower Tier Covered Transaction,"
\....ithout modificalion, in all lower tier covered transactions and
III all sohcitations for lower tier covered transactions.
g. A participant in a covered transaction may rely upon a
certification of a prospective participant in a lov,.er tier covered
transaclion that is not debarred, suspended, ineligible, or
voluntarily excluded from the covered transaction, unless it
knows that the certification is erroneous. A participant may
decide the method and frequency by which it determines the el~
Igibility of its pnncipals. Each participant may, but IS not
Fonn 12"_~ - RC\lsed ].95
(lK-il7-9S
LPP 01-04. "'larch 15.2001
required to. check the Nonprocurement List.
h. "Nothing contained in the foregoing shall be construed to
require establishment of a system of records in order to render in
good faIth the certificatlOn required by this clause. The
knowledge and information of participant is not required to
exceed that which is nonnally possessed by a prudent person in
the ordinar:' course of business dealings.
i. Except for transactions authorized under paragraph e of
these instructions. if a participant in a covered transaction
knowinglv enters into a lower tier covered transaction with a
person ;,,'-ho is suspended, deharred, ineligible, or \'oluntarily
excluded from particip3tion in this transaction, in additIon to
other remedies available to the Federal Government, the de-
panmenl or agency with which this transaction originated may
pursue available remedies, including suspension andior
debannent
*****
Certification Regarding Debarment.
Suspension. Ineligibility and Voluntar}.
Exclusion-Lower Tier Covered Transactions
1. The prospective lower tier participant certifies, by
submission of thiS proposal, that neither it nor its principals is
presently debarred, suspended, proposed for debannent.
declared ineligible, or voluntarily excluded from participation
in this transaction by any Federal department or agency.
2. Where the prospective lower tier participant is unable to
certify to any of the statements in this certification, such
prospective participant shall attach an explanation to this
proposal.
*****
XII. CERTlFlCA TlO/; REGARDI'iG LSE OF
CO:\TRACT FC:\DS FOR LOBBYI"IG
(Applicable to all Federal-aid construction contracts and to all
related subcontracts which exceed S 100.000 ~.;l9 eFR 20)
I. The prospectIve participant certifies. by signing and
submitting this bid or proposal. 10 the best of his or her knowledge
and belief. that:
a. No Federal appropriated funds have been paid or will be paid,
by or on behalf of the undersigned. to any person for influenCing or
attempting to influence an officer or employee of any Federal
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 the making of any Federal loan, the entering into of
any cooperative agreement, and the extension. continu:Hion,
renewal. amendment, or modification of any Federal contract.
grant, loan, or cooperative agreemenl. .
b. If any funds other than Federal appropriated funds ha,.e been
paid or Will he paid to any person for influencing or attempting to
intluence an officer or employee orany Federal 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.
FR-12
Local Assistance Procedures i\Ianual
PS&E Checklist Instructions
EXHIBIT 12-E
Attachment B
be subject to a civil penalty of not less than S I 0,000 and not more
than S100.000 for each such failure. '
grant. loan. or cooperative agreement. the undersigned shall
complete and submit Standard Form-LLL, "Disclosure Form to
Report Lobbying," in accordance v,:ith its instructions.
2. This certification is a material representation of fact upon
which reliance was placed when this transaction was made or en-
tered into. SubmIssion of this cemfication is a prerequisite for
making or entering mto this transactIon Imposed by 3] use.
1352. Any person who fails to tile the required certification shall
3. The prospective participant also agrees by. submitting his or
her bid or proposal that he or she shall require that the language of
this certIfication be included in all lower tier subcontracts. which
exceed 5100.000 and that all such recipients shall ccnlf;. and
dlsclose accordingly.
FEDERAL-AID FDIALE A'IID :\I1~ORITY GOALS
In accordance with SectIon 11. "Nondiscrimination." of
"Required Contract Provisions Federal-aid Construction
Contracts" .the following are the goals for female utilization:
Goal for Women
(applies nationv/lde)
.....(percent) .
6.9
The following are goals for minority utilization:
CALlFOR'\IA ECO'\OMIC AREA
174 Redding. CA:
Goal
(Percent)
Non-SMSA Counties.
CA Lassen: C A Madoc:
CA Plumas; CA Shasta;
CA Siskiyou; CA Tehama.
6.8
175 Eureka. CA:
Non-SMSA Counties.
CA Del Norte: CA Humboldt;
CA Trinity.
6.6
176 San Francisco-Oakland-San Jose, CA:
SMSA CountIes:
7110 Salinas-Seaside-
Monterev. CA..
CA Mmlterey.
7360 San Francisco-Oakland. CA..
CA Alameda: CA Contra Costa:
CA Marin; CA San Francisco:
CA San ,\-1ateo.
7400 San Jose. CA..
C A Santa Clara.
7~85 Santa Cruz, CA.
CA Santa Cruz.
7500 Santa Rosa. CA ....................
C A Sonoma.
87~0 Vallejo-Falrfield- Napa. CA .
CA Napa: CA Solano
28.9
25.6
19.6
14.9
9.1
17.1
Non-SMSA Counties..
CA Lake: CA Mendocino:
CA San Benito.
13.2
LPP 01-0-1, :\Iarch 15,2001
177 Sacramento, C A:
S:\1SA Counties:
6920 Sacramento, CA..
CA Placer: CA Sacramento:
CA Yolo.
16.1
Non-S\1S,A. Counties..
CA Butte; CA Colusa:
CA EI Dorado, CA Glenn,
CA Nevada: C A Sierra;
CA Sutter: CA Yuba.
14.3
178 Sto(:kton-\fodesto. CA:
S\1SA Counties:
5170 Modesto. CA .
C A Stanislaus
8120 Stockton. CA o.
CA San Joaquin.
\"on-SMSA Counties...
C A Alpine; C A Amador;
CA Calaveras; C A Mariposa:
CA Merced: CA Tuolumne.
12.3
243
19.8
179 Fresno-Bakersfield. C A:
SMSA Counties:
0680 Bakerslicld. CA..
CA Kern.
2840 Fresno. CA..
CA Fresno.
Non-SMSA Counties..
CA Kings: CA Madera:
CA Tulare.
10.1
26.1
23.6
180 Los Angeles. CA:
SMSA Counties:
0360 Anaheim-Santa Ana~Garden
Grove. CA.
CA Orange.
44:-:0 Los Angeles~Long
Beach. CA. .
CA Los Angeles
6000 Oxnard-Simi Val1ey-
Ventura. CA.
CA Ventura.
11.9
28.3
21.5
Form 1:!7_~ - R~\-Is('d ~-95
O~-()7.95
FR-13
Local Assistance Procedures Manual
PS&E Checklist Instructions
EXHIBIT 12-E
Attachment B
6780 Ri\-ersid~-Satl Bemardinu-
Ontario. CA.
eA RiversIde;
CA San Bernardino.
7480 Santa Barbara.Santa ~...laria-
Lampoc, CA.
CA Sant<l Barbara.
:\on-SMSA Counties p.
CA Invo; CA tvlono;
CA Sa'n Luis Obispo.
19.0
19.7
~~.6
IS! San Diego. CA:
SMSA Counlles
7320 San Diego, CA..
CA San Diego.
N'on-S\tISA COLlntl~s..
CA Imperial.
16.9
1~.2
In addition to the reporting requIrements set forth elsewhere In this contract the Contractor and subcontractors holding
subcontracts, not including material suppliers, of S10.000 or more, shall submit for every month of July dunng \>"hich work is
performed. employment data as contained under Form FH\VA PR-1391 (Appendix C to 23 eFR. Part 230), and in accordance
with rhe instmctions included thereon.
Fonn i 27:1 - Rt'\'i~t'd V)5
08-U"7-'J)
FR-14
LPP 01-04. March 15.2001
APPENDIX B
FERERAL & STATE OF CALIFORNIA
MINIMUM WAGE RATES
W AIS Document Retrieval
Page 1 of21
GENERAL DECISION: CA20070037 04/20/2007 CA37
Date: April 20, 2007
General Decision Number: CA20070037 04/20/2007
Superseded General Decision Number: CA20030037
State: California
Construction Types: Building, Heavy (Heavy and Dredging) and
Highway
County: San Bernardino 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
o
1
2
3
4
5
Publication Date
02/09/2007
02/16/2007
02/23/2007
03/23/2007
04/06/2007
04/20/2007
ASBE0005-002 08/07/2006
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 10/01/2006
Rates
Fringes
BOILERMAKER. . . . . . . . . . . . . . . . .. . . . . $ 34.34
18.11
BRCA0004-011 05/01/2006
http://frwebgate3.access.gpo.gov/cgi-bin/waisgate.cgi?W A1SdocID=44 754420416+0+0+... 04/24/2007
W AIS Document Retrieval
Page 2 0[21
Rates
Fringes
Bricklayer; Marble Setter..... ...$ 31.32
8.80
----------------------------------------------------------------
BRCA0018-004 06/01/2006
Rates
Fringes
Marble Finisher.................. $ 22.52
Tile Finisher.................... $ 18.57
Tile La ye r. . . . . . . . . . . . . . . . . . . . . . . $ 29. 30
7.65
7.25
11.36
----------------------------------------------------------------
BRCA0018-010 09/01/2006
Rates
Fringes
Terrazzo Finisher.... ..... ..... ..$ 24.54
Terrazzo Worker... ...... ..... ....$ 31.63
8.62
9.41
----------------------------------------------------------------
CARP0409-001 01/01/2007
Rates
Fringes
Carpenters:
(1) Carpenter, Cabinet
Installer, Insulation
Installer, Hardwood Floor
Worker and acoustical
installer. . . . . . . . . . . . . . . . . . . $ 33.61
(2) Millwright..............$ 34.11
(3) Piledriver/Derrick
Bargeman, Bridge or Dock
Carpenter, Heavy Framer,
Rock Bargeman or Scowman,
Rockslinger, Shingler
(Commercial). .... ... ........$
(4) Pneumatic Nailer,
Power Stapler.. .,. ... ..... ..$
(5) Sawf iler. .. .. .. .. .. .. .. $
(6) Scaffold Builder.... ...$
(7) Table Power Saw
Operator. . . . . . . . . . . . . . . . . . . . $
8.82
8.82
33.74 8.82
33.86 8.82
33.69 8.82
26.31 8.82
33.71 8.82
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
- $1.00 per hour premium.
----------------------------------------------------------------
* CARP0409-002 01/01/2007
Rates
Fringes
Diver
(1) Wet.....................$ 603.85
(2) Standby.................$ 301.92
8.82
8.82
"..~.IIf'~,,~"not~1 o~~~oo finn onv/~u;_h;n/w~i<"M" ""i?W AISdocID=44754420416+0+0+... 04/24/2007
W AIS Document Retrieval
Page 3 of21
(3) Tender..................$ 293.92
8.82
Amounts in IIRates' column are per day
----------------------------------------------------------------
CARP0409-005 01/01/2007
Rates
Fringes
Drywall
DRYWALL INSTALLER/LATHER.. ..$ 33.61
STOCKER/SCRAPPER. ... ... ... ..$ 10.00
8.82
6.06
----------------------------------------------------------------
* CARP0409-008 01/01/2007
Rates
Fringes
Modular Furniture Installer......$ 18.25
7.16
----------------------------------------------------------------
ELEC0011-002 12/05/2006
COMMUNICATIONS AND SYSTEMS WORK
Rates
Fringes
Communications System
Installer...... ... ... .......$ 24.43
Technician. . . . . . . . . . . . . . . . . . $ 26.23
3%+7.60
3%+7.60
SCOPE OF WORK:
Installation, testing, service and maintenance of systems
utilizing the transmission and/or transference of voice,
sound, vision and digital for commercial, educational,
security and entertainment purposes for the following: TV
monitoring and surveillance, background-foreground music,
intercom and telephone interconnect, inventory control
systems, microwave transmission, multi-media, multiplex,
nurse call systems, radio page, school intercom and sound,
burglar alarms, fire alarm (see last paragraph below) and
low voltage master clock systems in commercial buildings.
Communication Systems that transmit or receive information
and/or control systems that are intrinsic to the above
listed systems; inclusion or exclusion of terminations and
testings of conductors determined by their function;
excluding all other data systems or multiple systems which
include control function or power supply; excluding
installation of raceway systems, conduit systems, line
voltage work, and energy management systems. Does not
cover work performed at China Lake Naval Ordnance Test
Station. Fire alarm work shall be performed at the current
inside wireman total cost package.
----------------------------------------------------------------
ELEC0477-002 06/01/2005
Rates
Fringes
Electricians:
Electrician. ... .............$ 30.35
14.32
CABLE SPLICER: $1.00 per hour above Electrician rate.
TUNNEL WORK: 10% above Electrician rate.
hltn' / /frw"hpate 'access. "oo."ov/c"i-bin/waisl!ate.cr!i?W AISdocID=44 7544204 I 6+0+0+:.. 04/24/2007
W AIS Document Retrieval Page 4 of 21
ZONE PAY:
Zone A - 80 road miles from Post Office, 455 Orange Show
Lane, San Bernardino, will be a free zone for all
contractors
Zone B - Any work performed outside Zone A's 80 road miles,
shall add $8.00 per hour to the current wage scale.
----------------------------------------------------------------
ELEC1245-001 06/01/2006
Rates
Fringes
Line Construction
(1) Lineman; Cable sp1icer..$ 38.88
(2) Equipment specialist
(operates crawler
tractors, commercial motor
vehicles, backhoes,
trenchers, cranes (50 tons
and below), and overhead
and underground
distribution line
equipment) . .. ... .. . .. ... . .. ,$ 32.12
(3) Groundrnan...............$ 24.56
(4) Powderman. ... ... ... ... ..$ 35.90
11.70
10.71
10.49
10.83
----------------------------------------------------------------
* ELEV0018-001 01/01/2007
Rates
Fringes
Elevator Mechanic. ..... ... ... ....$ 41.265
14.885
FOOTNOTE:
Vacation Pay: 8% with 5 or more years of service, 6% 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
Fringes
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)
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
httn:/ /fiwebl!ate3 .access.l!Oo.l!ov/Cl!i-bin/waisgate.cgi?W AISdoclD=44 754420416+0+0+... 04/24/2007
W AIS Document Retrieval
Page 5 of21
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
GROUP 14.................... $ 34.96
GROUP 15.................... $ 35.04
GROUP 16.................... $ 35.16
GROUP 17.................... $ 35.33
GROUP 18.................... $ 35.43
GROUP 19.................... $ 35.54
GROUP 20.................... $ 35.66
GROUP 21.................... $ 35. 83
GROUP 22.................... $ 35.93
GROUP 23.................... $ 36.04
GROUP 24.... ... ... .,. ... ....$ 36.16
GROUP 25.................... $ 36.33
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
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 Ioed, 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
http://frwebgate3.access.gpo.gov/cgi-binlwaisgate.cgi ?W AISdocID=44 7544204 I 6+0+0+... . 04/24/2007
W AIS Document Retrieval
Page 60f21
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 (rnini-max o~
similar type); Boring machine operator; Baxman or mixerman
(asphalt or concrete): Chip spreading machine operator;
Concrete cleaninq 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;
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;
Oerrickman (oilfield type); Drilling machine o~erator,
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 0-5 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
http://frwebgate3.access.gpo.gov/cgi-binlwaisgate.cgi ?W AISdocID=44 754420416+0+0+... 04/24/2007
W AIS Document Retrieval
Page 7 of21
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,
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 conillination 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
http://frwebgate3.access.gpo.gov/cgi-bin/waisgate.cgi?W AISdocID=44 754420416+0+0+... 04/24/2007
W AIS Document Retrieval
Page 8 of21
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 eq~ipment operator
operating equipment with push-pull system (single engine,
up to and including 25 yds. struck)
GROUP 14: Canal liner operator; Canal trimmer operator;
Rernote- 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 50 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
http://frwebgate3.access.gpo.gov/cgi-bin/waisgate.cgi?W AISdocID=44 754420416+0+0+... 04/24/2007
W AIS Docwnent Retrieval
Page 90f21
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)
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 (jobsite)
GROUP 4: Bridge-type unloader and turntable operator;
Helicopter hoist operator
http://frwebgate3.access.gpo.gov/cgi-bin/waisgate.cgi?W AISdocID=44 7544204 I 6+0+0+:.. 04/24/2007
W AIS Document Retrieval
Page 10 of21
GROUP 5: Hydraulic boom truck; Stinger
or similar type); Tugger hoist operator
crane (Austin-WesterD
(l 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; Po~ar
gantry crane operator; Self Climbing scaffold (or similar
type): Shovel, backhoe, dragline, clamshell operator (over
3/4 yd. and up to 5 cu. yds. rore); Tugger hoist operator
GROUP 7: Pedestal crane operator; Shovel, backhoe, dragline,
clamshell operator (over 5 cu. yds. rore); 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)i Shovel, backhoe, dragline,
clamshell operator (over 7 cu. yds., M.R.C.)
GROUP 9: Crane operator (over 25 tons and up to and including
50 tons mrc)i Derrick barge operator (over 25 tons up to
and including 50 tons mrc)i Highline cableway operatori
Hoist operator, stiff legs, Guy derrick or similar type
(over 25 tons up to and including 50 tons mrc) i' K-crane
operatori Polar crane operatori 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}i Derrick barge operator (over 50
tons up to and including 100 tons mrc)i Hoist operator,
stiff legs, Guy derrick or similar type (over 50 zons up to
and including 100 tons rnrc), Mobile tower crane operator
(over 50 tons, up to and including 100 tons M.R.C.}i 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)i Hoist operator,
stiff legs, Guy derrick or similar type (over 100 tons up
to and including 200 tons mrc)i 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)i Derrick barge operator (over 200 tons up to
and including 300 tons mrc)i Hoist operator, stiff legs,
Guy derrick or similar type (over 200 tons, up to and
including 300 tons mrc)i 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)i Helicopter piloti Hoist operator,
stiff legs, Guy derrick or similar type (over 300 tons)i
Mobile tower crane operator (over 300 tons)
TUNNEL CLASSIFICATIONS
http://frwebgate3.access.gpo.gov/cgi-binlwaisgate.cgi?W AISdocID=44 754420416+0+0+... 04/24/2007
W AIS Document Retrieval
Page 11 of21
GROUP 1: Skip loader (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
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
(2) Dredge dozer............$ 35.18
(3) Deckmate................$ 35.07
(4) Winch operator (stern
winch on dredge). ... ..... ...$ 34.52
(5) Fireman-Oiler,
Deckhand, Bargeman,
Leveehand...................$ 33.98
(6) Barge Mate.. ... ... ......$ 34.59
15.30
15.30
15.30
15.30
15.30
15.30
----------------------------------------------------------------
IRON0002-004 07/01/2006
Rates
Fringes
Ironworkers:
Fence Erector..... ... ..... ..$ 32.165
Ornamental, Reinforcing
and Structural..............$ 33.055
16.585
16.585
PREMIUM PAY:
$3.00 additional per hour at the following locations:
China Lake Naval Test Station, Chocolate Mountains Naval
Reserve-Niland,
http://frwebgate3.access.gpo.gov/cgi-binlwaisgate.cgi?W AISdocID=44 754420416+0+0+... . 04/2412007
W AIS Document Retrieval
Page 12 of21
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 07/01/2006
Rates
Fringes
Brick Tender. . . . . . . . . . . . . . . . . . . . . $ 23.68
13.04
----------------------------------------------------------------
LAB00300-003 01/01/2007
Rates
Fringes
Laborer: Gunite
GROUP 1..................... $ 25.69
GROUP 2..................... $ 24.74
GROUP 3..................... $ 21. 20
Laborer: Tunnel
GROUP 1..................... $ 27. 00
GROUP 2..................... $ 27.32
GROUP 3..................... $ 27.78
GROUP 4..................... $ 28.47
Laborers:
GROUP 1.....................$ 22.84
GROUP 2..................... $ 23. 39
GROUP 3..................... $ 23.94
GROUP 4..................... $ 25.49
GROUP 5..................... $ 25.84
16.36
16.36
16.36
13.33
13.33
13.33
13.33
13.04
13.04
13.04
13.04
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
75'-0" above base level and which work must be performed in
whole or in part more than 75'-0" above base level, that
work performed above the 75'-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
http://frwebgate3.access.gpo.gov/cgi-binlwaisgate.cgi?W A1SdocID=44 754420416+0+0+ ... 04/24/2007
W AIS Document Retrieval
Page 13 of21
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, asphqlt-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); Pluggingt 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; ~raffic 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
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; Gpinea
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; Rota 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, v~brating
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;
http://frwebgate3.access.gpo.gov/cgi-bin/waisgate.cgi?W AISdocID=44 754420416+0+0+... 04/24/2007
W AIS Document Retrieval
Page 14 of21
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 Ibs. 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;
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)"; Swarnper
(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
http://frwebgate3.access.gpo.gov/cgi-bin/waisgate.cgi ?W AISdocID=44 754420416+0+0+... 04/24/2007
W AIS Document Retrieval
Page 15 of21
LAB00300-008 08/02/2006
Rates
Fringes
Plaster Clean-up LaboreI.........$ 23.15
Plasterer tender................. $ 25.70
12.95
12.95
Work at Military Bases - $3.00 additional per hour:
Coronado Naval Amphibious Base, Fort Irwin, George AFB,
Marine Corps Air Station-29 Palms, Imperial Beach Naval Air
Station, Marine Corps Logistics Supply Base, Marine Corps
Pickle Meadows, Mountain Warfare Training Center, Naval
Air Facility-Seeley, North Island Naval Air Station,
Vandenberg AFB.
LAB00882-002 01/01/2007
Rates
r'ringes
Asbestos Removal Laborer. .._ .,. ..$ 24.15
11. 75
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.
LABOl184-001 07/01/2006
Rates
Fringes
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
Loca tor. . . . . . . . . . . . . . . . . . . . . $ 27.76
Laborers: (STRIPING/SLURRY
SEAL)
GROUP 1..................... $ 24.52
GROUP 2..................... $ 25.82
GROUP 3..................... $ 27. 83
GROUP 4. ... ... ..... ... ......$ 29.57
8.51
8.51
8.51
8.51
11. 34
11.34
11. 34
11.34
LABORERS - STRIPING CLASSIFICATIONS
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
http://frwebgate3.access.gpo.gov/cgi-bin/waisgate.cgi?W AISdocID=44 754420416+0+0+ .:. 04/24/2007
W AIS Document Retrieval
Page 16 of21
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 ~raffic
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 01/01/2007
Rates
Fringes
Painters: (Including Lead
Abatement)
(1) Repaint.................$ 24.40
(2) All Other Work..........$ 27.67
7.65
7.65
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.
PAIN0036-008 01/01/2007
Rates
Fringes
Drywall Finisher................. $ 30.06
10.45
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 $1.25 per
hour for work on the outside of the building from a swing
stage or any suspended contrivance, from the ground up
PAIN1247-002 02/01/2007
Rates
Fringes
http://frwebgate3.access.gpo.gov/cgi-binlwaisgate.cgi?W AISdocID=44 754420416+0+0+... 04/24/2007
W AIS Document Retrieval
Page 17 of21
Soft Floor Layer. ...... ...... ....$ 28.85
7.54
PLAS0200-008 01/01/2005
Rates
Fringes
Plasterer.... ... . . .. ... ... . .. . . . . $ 28.29
7.46
FORT IRWIN; GEORGE AIR FORCE BASE; MARINE CORPS AIR STATION
29 PALMS, AND MARINE CORPS LOGISTICS SUPPLY BASE: $3.00
additional per hour.
PLAS0500-002 07/17/2006
Rates
Fringes
Cement Mason..................... $ 26.05
16.28
PLUM0016-002 01/01/2007
Rates
Fringes
Plumber, Pipefitter,
Steamfitter
(1) Work on strip malls,
light commercial, tenant
improvement and remodel
work. . . . . . . . . . . . . . . . . . . . . . . . $ 25.20
(2) Work on new additions
and remodeling of bars,
restaurants, stores and
commercial buildings, not
to exceed 5,000 sq. ft. of
floor space................. $ 31. 63
(3) All other work.. ... .....$ 32.61
(4) Work at Edwards AFB
and George AFB... . . . . . . . . . . . $ 37. 11
(5) Work at Fort Irwin
Army Base, Marine Corps
Logistic Base at Nebo,
Marine Corps Logistic Base
at Yermo and Twenty-Nine
Palms Marine Base...........$ 39.61
12.03
13.32
14.27
14.27
14.27
PLUM0345-001 01/01/2007
Rates
Fringes
Plumbers
Landscape/Irrigation Fitter.$ 24.90
Sewer & Storm Drain Work....$ 22.14
11. 79
13.44
ROOF0036-002 09/01/2006
Rates
Fringes
Roofer. . . . . . . . . . . . . . . . . . . . . . . . . . . $ 29.00
7.17
FOOTNOTE: Pitch premium: Work on which employees are exposed
http://frwebgate3.access.gpo.gov/cgi-bin/waisgate.cgi?W AISdoclD=44 754420416+0+0+... . 04/24/2007
W AIS Document Retrieval Page 18. of 21
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 $1.75 per
hour "pitch premium" pay.
----------------------------------------------------------------
SFCA0669-009 01/01/2007
Does not include the northern part of the City of Chino, or the.
Cities of Montclair and Ontario
Rates
Fringes
Sprinkler Fitter, Fire...........$ 30.00
14 .15
----------------------------------------------------------------
SFCA0709-004 09/01/2006
THE NORTHERN PART OF THE CITY OF CHINO, AND THE CITIES OF
MONTCLAIR AND ONTARIO:
Rates
Fringes
Sprinkler Fitter (Fire).......... $ 34.58
16.70
SHEE0105-003 02/01/2007
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
Sheet metal worker
(1) Commerclal - New
Construction and Remodel
work. . . . . . . . . . . . . . . . . . . . . . . . $ 34.53
(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...$ 30.37
14.41
18.96
----------------------------------------------------------------
TEAMOOll-002 07/01/2006
Rates
Fringes
Truck drivers:
GROUP 1.................... $ 24.54
GROUP 2.................... $ 24.69
GROUP 3.................... $ 24.82
GROUP 4.................... $ 25.01
GROUP 5.................... $ 25.04
GROUP 6.................... $ 25.07
GROUP 7.. ... ... ... ... ......$ 25.32
GROUP 8.................... $ 25.57
GROUP 9.................... $ 25.77
16.49
16.49
16.49
14.64
16.49
16.49
16.49
16.49
16.49
http://frwebgate3.access.gpo.gov/cgi-biniwaisgate.cgi?W AISdocID=44 754420416+0+0+... 04/24/2007
W AIS Document Retrieval
Page 19 of21
GROUP 10.................... $ 26.07
GROUP 11.................... $ 26.57
GROUP 12.................... $ 27.00
16.49
16.49
16.49
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, Marine Corps Logistics Base at Nebo
& Yermo, Mountain Warfare Training Center, Bridgeport,
Point Arguello, Point Conception, 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; Truck mounted broom
GROUP 3: Driver of vehicle or combination of vehicles - 3
axles; Boot person; Cement mason distribution 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
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
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
GROUP 12: Boom Truck 17K and above
----------------------------------------------------------------
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
-~---------------------------------------------------------------
----------------------------------------------------------------
http://frwebgate3.access.gpo.gov/cgi-binlwaisgate.cgi?W AISdocID=44754420416+0+0+... 04/24/2007
W AIS Document Retrieval
Page 20 of21
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 "SUII 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.)
be:
Has there been an initial decision in the matter? This can
*
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
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.
http://frwebgate3.access.gpo.gov/cgi-bin/waisgate.cgi ?W AISdocID=44 754420416+0+0+... 04/24/2007
W AIS Document Retrieval Page 21 of 2 I
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
0.5. 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
httn' / /frw"h17~te ,~ccess_"no_lmv/c"i-bin/waisl!ate.cl!i?W AISdocID=44 7544204 I 6+0+0+ .:. 04/24/2007
GENERAL PREY AILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 17731
FOR COMMERCIAL BUILDING, HIGHWAY, REA VY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: # ASBESTOS WORKER. HEAT AND FROST INSULATOR
DETERMINATION: SC-3-5-1-2006-1
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: August 5, 2007** The rate to be paid for work performed after this date has been determined. If work will extend past this
date, the new rate must be paid & should be incorporated in contracts entered into now Contact the Division of Labor Statistics & Research for specific rates at(415) 703-4774
LOCALITY: All localities within Imperial, Inyo, Kern. Los Angeles, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara and Ventura Counties
Emolover pavment" Strail:!ht. Time Overtime Hourlv Rate
Classification Basic Health Pension Vacation! Training Other Houn; Total Daily Saturday Sunday
(Joumeyperson) Hourly And Holiday Payments Hourly and
Rate Welfare Rate 1 1/2x 2x 1112x 2x Holiday
Mechanic '33.63 \>5.54 4.46 253 0.24 8 4640 '6322 8003 d63,22 8003 '80.03
DETERMINATION: SC-3-5-3-2oo6-I
ISSUE IlA TE: August 22, 2006
EXPIIUtTlON DATE OF DETER~lINA TION August 5, 2007.. The rate to be paid for work performed after this date has been determined. If work will extend past this
date, thd new rate must be paid & should be incorporated in contracts entered into now, Contact the Division of Labor Statistics & Research for specific rates at (415) 703-4774
Hazardous Material
Handler Mechanic
h 19.55
f2.70
3.46
022
8
2593
35.71
35.71
l!-35,71
# Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedules
I Includes 4% of employees gross wage for dues/service fee check-otTplus $0.75 for supplemental dues.
b Occupational Health and Research and Mortuary Fund included in Health and Welfare.
< Rate applies to the first 2 overtime hours, Applies to all daily overtime hours on maintenance and asbestos abatement projects.
d Rate applies to first 8 hours worked on new construction. Applies to all Saturday hours on maintenance and asbestos abatement projects.
e $ 113.66 per hour for work on Labor Day. For maintenance and asbestos abatement projects, SWldays may be worked at the time and one half rate, but
holidays are paid at the double time rate. Maintenance work in excess of 60 hours in a week is at double time rate
f Includes 23~ for medical monitoring in compliance with industry regulations procedures and $0.12 for Occupational Health Plan
'$65.03 per hour for work on Labor Day.
h Includes 4% of employees gross wage for dues/service fee check--offplus $0.18 for supplemental dues
Not~: Asbestos removal workers must be trained and the work conducted according to the Code of Federal Regu]ations 29 CFR 1926,58, the California Labor Code 6501.5 and
the California Code of Regulations, Title 8, Section 5208. Contractors must be certified by the Contractors' State License Board and registered with the Division of Occupational
Safety and Health (DOSH). For fwther information, contact the Asbestos Contractors Abatement Registration Unit, OOSH at (415) 703.5] 9]
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining
agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing
rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code You
may obtain the holiday provisions for the current determinations on the Internet at hnn:l/www.dir.ca.~ovmLSRIPWD Holiday provisions for current or superseded
determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703.4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to
each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at httn:l/www.dirca.l1"ovIDLSRlPWD
Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
3
GENERAL PREY AILING WAGE DETERMINA nON MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEA YY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: FENCE BUILDER (CARPENTER)
DETERMINATION: SC-23-31-20-2005-1
ISSUE DATE: August 22, 2005
EXPIRATION DATE OF DETERMINATION: June 30, 2006* Effective until superseded by a new detennination issued.by the
Department ofIndustrial Relations. Contact the Division of Labor Statistics & Research at (415) 703-4774 for new rates after IO ten
days from the expiration date, if no subsequent determination is issued.
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San
Luis Obispo, Santa Barbara, and Veotura counties.
EmDlover Payments Straight-Time Overtime Hourlv Rate
Classification Basic Health Pension Vacation Training Hours Total Daily Saturday' Sunday
(Joumeyperson) Hourly and and and Hourly and
Rate Welfare Holiday Other Rate 1II2Xb 2X I I12X Holiday
Fence Builder $27.07 3.95 $I.lI $2.01 $0.21 8 $34.35 $47.885 $61.42 $47.885 $61.42
. Saturdays in the sarne work week may be worked at straight-time if job is shut down during the nonnal workweek due to
inclement weather, or reasons beyond the control of the employer.
b Rate applies to the first 4 overtime hours.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall
be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed
on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively
bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government
Code. You may obtain the holiday provisions for the current detenninations on the Internet at htto://www.dir.ca.gov/DLSR/PWD.
Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-
4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall
make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence
provisions for the current determinations on the Internet at httn://www.dir.ca.l!ov/DLSR/PWD. Travel and/or subsistence
requirements for each .craft, classification or type of worker may be obtained from the Prevailing Wage Unit at (415) 703-4774.
3A
GENERAL PREVAILING WAGE DETERMINA nON MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING. HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: II CARPENTER AND RELATED TRADES
DETERMINATION: SC-23-31-2-2007-1
ISSUE DATE: February 22, 2007
EXPIRATION DATE OF DETERMINATION: June 30, 2007" The rate to be paid for work perfonned after this date has been detennined. Ifwork will exlend past this date. the oew rate must
be paid and should be incorporated in contracts into now. Conlact the Division of Labor Statistics and Research at (415) 7034774
LOCALITY: All localities within Imperial, loyo, Kern, Los Angeles. :-'1000, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Venrura counties
EmDlovCT Pavrnents Straiaht-Time Overtime HOllrlv Rate
Oassification Basic Health rou! Dailyi Saturday b Sunday
(Joumeyperson) How-Iy Md Val;lltionJ Hourly Md
Rale Welfare Pension Holiday Training Od", Ho= ...,. 1112X 11/2X Holiday
-AREAl
Carpenter", Cabinet Installer, Insulation
Installer, Hardwood Floor Worker,
Acoustical Installer $33.61 53.95 $1.36 5111' 50.40 $029 8 $42.72 $59.525 559.525 $76.33
Pile Driverman", Derrick Bargeman,
Rockslinger, Bridge or Dock Carpenler,
Cable Splicer 33.74 3.95 1.36 3.llf 0.40 0.29 8 42.85 59.72 59.72 76.59
Bridge Carpenter" 33.74 3.95 1.36 3.llf 0,40 0.29 8 42.85 59.72 59.72 76.59
Shingler" 33.74 3.95 \.36 3.11' 0.40 0.29 8 42.85 59.72 59.72 76.59
Saw Filer 33.69 3.95 1.36 3.Uf 0.40 0.29 8 42.80 59.645 59.645 76.49
Table Power Saw Operator 33.71 3.95 1.36 11lf 0.40 0.29 8 42.82 59.675 59.675 76.53
Pneumatic Nailer or Power Stapler 33.86 3.95 1.36 3.11' 0.40 0.29 8 42.97 59.90 59.90 76.S3
Roof Loader of Shingles 23.62 3.95 1.36 3.11' 0.40 0.29 8 32.73 44.54 44.54 56.35
Scaffold Builder 26.31 3.95 1.36 3.11' 0.40 0.29 8 35.42 48.575 48.575 61.73
Millwright" 34.11 3.95 1.36 3.llf 0.40 0.29 8 43.22 60.275 60.275 77.33
Head Rdckslinger 33.94 3.95 1.36 3.111 0.40 0.29 8 43.05 60.02 60.02 76.99
Rock Bargeman or Scowman 33.74 3.95 1.36 3.llf 0.40 0.29 8 42.85 59.72 59.72 76.59
Diver,:Wet(Up To 50 Ft. Depth) d "'75.48 3.95 1.36 3.lIf 0.40 0.29 8 84.59 122.33 122.33 160.07
Diver, (Stand-By) d e37.74 3.95 1.36 3.llf 0.40 0.29 8 46.85 65.72 65.72 84.59
Diver's Tenderd 36.74 3.95 1.36 3.llf 0.40 0.29 8 45.85 64.22 64.22 82.59
Assistant Tender (Diver's) d ],3.74 3.95 1.36 3.llf 0.40 0.29 8 42.85 59.72 59.72 76.59
-AREAl
Carpenter", Cabinet Installer, Insulation
Installer, Hardwood Floor Worker,
Acoustical Installer 33.04 3.95 1.36 3.llf 0.40 0.29 8 42.15 58.67 5S.67 75.19
Shingler" 33.17 3.95 1.36 3.Uf 0.40 0.29 8 42.28 58.865 58.865 75.45
Saw Filer 33.12 3.95 1.36 3.llf 0.40 0.29 8 42.23 58.79 58.79 75.35
Table Power Saw Operalor 33.14 3.95 1.36 3.llf 0.40 0.29 8 42.25 58.82 58.82 75.39
Pneumatic Nailer or Power Stapler 33.29 3.95 1.36 3.111 0.40 0.29 8 42.40 59.045 59045 75.69
Roof Loader of Shingles 23.22 3.95 1.36 1l1f 0.40 0.29 8 32.33 43.94 43.94 55.55
DETERMINATION: SC-31-741-1-2OO3.1
ISSUE DATE: February 22, 2003
EX.PIRA TION DATE OF DETER~UNA TION: May 31, 2003- Effective until superseded by a new determination issued by the Director of Industrial Relations Contact the Division of Labor
Statistics and Research (415) 7034774 for the new rates after 10 days frorn the expiration date, ifno subsequent determination is issued
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties.
Fmolover Pavrnent~ Strnil1ht_Time Overtime HOlITlv Rate
Clusification Basic Health Pension Vacation! Training Hours Total Daily Saturday/b Holiday
(Journeyperson) Hourly Md Holiday Hourly Sunday
...,. Welfare R.t< IIJ2x 11/2x 2X
Terrazzo Installer 530.84 2.45 1.01 2.88f 8 37.18 52.60 52.60 68.02
Terrazzo Finisher 24.34 2.45 1.01 2.88f 8 30.68 42.85 42.85 55.02
# Indicates an apprenticeable craft. Rates for apprentices are available in !be General Prevailing Wage Apprentice Schedules.
a AREA I .lmperial, Los Angeles, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and Ventura counties.
AREA 1: .tnyo, Kern, and Mono counties, For Bridge Carpenter, Scaffold Builder, Pile Drivennan, Derrick Bargeman, Rockslinger, Bridge or Dock Carpenter, Cable Splicer, Millwright, Head
Rockslinger, Rock Bargeman or Soowman, Diver, Wet (Up to 50 Ft. Depth), Diver (Stand.By), Diver.s Te!lder, and Assistant Tender (Diver's) rates, please see Area 1 as this rate applies to
Area 2 as well. Basic Hourly Rates for Aru 2 include an additional amount deducted for vacationlboliday.
b Fin! eight (8) hours worked paid at 1 112 times !be slnlight time rate, all hours after that paid at double (2x) the straight time rate. Saturdays in the same work week may be worked at straighl-
time rates ifajob is shut down during the nonna! work week due to inclement weather, major mechanical breakdown or lack of materials beyond the control of the Employer
c When performing welding work requiring certification. classification will receive an additional 51.00 per hour
d Shall receive a minimwn of8 hours pay for any day or pan thereof.
e For specific rates over 50 ft depth, contact the Division of Labor Statistics and Research. Rales for Technicians, Manifold Operators, Pressurized Submersible Operators, Remote Control
Vehicle Openuon, and Remote Operated Vehicle Operators, as well as rates for Pressurized Bell Diving and Saturation Diving arc available upon request.
f Includes an amount for supplemental dues.
g All overtime worked Mon - Fri shall be paid at I Ifl times the straight time rate for the first foUT (4) hours and double (2x) the straight time for work perfonne:d afte:rtwelve (12) hours.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate: for Holiday work shall be paid, shall be all holidays in the ~ollective bargaining agr-eement, applicable:
to the particular craft, classification, or type ofwon.er employed on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively
bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain !be holiday provisions for the current
determinations on the Internet at bttpJ/www.dir.ca.gov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415)
7034774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with L_bor Code Sections 1773.1 and 1773.9, Contraclors shall make travel and/or subsistence payments to eacb worker to
execute the work. You may obtain the travel and/or subsistence provisions for !be current detenninations on the Internel at htrn"llwww dir ca.anvlDI SRlPWD Travel and/or subsistence
requirements forcumnt or superseded detemrinat:ions may be obtained by contacting the Prevailing Wage Unit at (415) 7034774. .
4
GENERAL PREY AILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELA TIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEA YY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: MODULAR FURNITURE INSTALLER (CARPENTER)
INTERIM DETERMINATION: SC-2J-31-16-2005-1
ISSUE DATE: August 22, 2005
EXPIRATION DATE OF DETERMINATION: June 30, 2006. Effective until superseded by a new detennination issued by the Director of Industrial Relations Contact the
Division of Labor Statistics and Research at (415) 703-4774 for new rates after 10 days from the expiration date, ifno subsequent detennination is issued
LOCALITY: All Localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara, arid
Ventura Counties.
Emnlover Pavment.. Strail!ht-Time Overtime Hourlv Rate
Classification Basic Health Pension Vacation! Training Other Hours Total Daily 6th Workday 7th Workday/
(Joumeyperson) Hourly and Holiday. Payments Hourly Holiday
Rate Welfare Rate 11/2X' il/2X. 2X
MODULAR INSTALLER
Installer III $12.00 $3.95 $111 $180 8 $18.86 $24.86 $24.86 30.86
Installer II 13.00 3.95 111 180 8 19.86 2636 26.36 32.86
Installer I 15.00 3.95 III 180 8 2186 29.36 29.36 36.86
Lead Installer 17.00 3.95 111 180 8 23.86 3236 32.36 4086
TRAINEE.
Trainee III 6 Months 9.70 3.95 180 8 15.45 2030 20.30 25.15
Trainee 2nd 6 Months 1020 3.95 180 8 15.95 2105 2105 2615
Trainee 3rd 6 Months 10.70 3.95 180 8 16.45 2180 2180 27.15
Trainee 4th 6 Months 11.20 3.95 180 8 16.95 22.55 22.55 28.15
a) Includes an amount for Supplemental Dues.
b) A trainee upgrade will occm every 6 months from hislher start date, provided the trainee has completed 600 hours of work since the last upgrade.
c) Rate applies to the first 4 daily overtime hours and the first 12 hours on a sixth (6<h) consecutive day. All other daily overtime is paid at the 71h Workday/Holiday rate
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the.collective
bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Indw;trial Relations.
If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the
Government Code. You may obtain the holiday provisions for the current determinations on the Internet at httn-J/www dir.ca.QovlDlSRlPWD. Holiday provisions for
current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to
each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at hnn-J/www.dir.ca.QovlDlSRlPWD
Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
4A
GENERAL PREY AILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773. I
FOR COMMERCIAL BUILDING, HIGHWAY, HEA YY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: #DRYWALL INSTALLER/LATIIER (CARPENTER)
DETERMINATION: SC-3 I-X-41-2007-1
ISSUE DATE: February 22, 2007
EXPIRATION DATE OF DETERMINATION: June 30, 2007** The rate to be paid for work perfonned after this date has been detennined. Ifwork
will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor
Statistics and Research for specific rates at (415) 703-4774.
LOCALITY: All localities within imperial, lnyo, Kern, Los Angeles. Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara and
Ventura counties.
Emolover Pavrnents Straillht-Time Overtime Hourlv Rates
Classification Basic Health Pension Vacation! Training Other Hours Total Daily Saturday Sunday
(Joumeyperson) Hourly and Holiday. Hourly and
Rate Welfare Rate I 1/2x' I 1/2x' Holiday
2X
Drywall Installerl
Lather $33.61 3,95 $1.36 $3.11 $0.40 $0.52 8 $42.95 $59.755 $59.755 $76.56
DETERMINATION: SC-31-X-41-2006-IA
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: June 30, 2007. Effective until superseded by a new determination issued by the Director ofl.ndustrial
Relations. Contact the Division of Labor Statistics and Research (415) 703-4774 for the new rates after 10 days from the expiration date, if no subsequent
determination is issued.
Stocker, Scrapper
$10,00
$3,95
$2.11
$0.40
8
$16.46
$21.46
$21.46 $26.46
# Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule.
. Includes an amount per hour worked for supplemental dues.
b Rate applies to the first 4 daily overtime hours and to the first 8 hours on Saturday. All other overtime will be paid the Sunday and Holiday double time
rate. Saturdays in the same workweek may be worked at straight-time if job is shut down during the normal work week due to inclement weather.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid. shall be all holidays in the
collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director
ofIndustrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be
as provided in Section 6700 of the Govenunent Code. You may obtain the holiday provisions for the current determinations on the Internet at
httn://www.dir.ca1ZovIDLSRlPWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at
(415) 703-4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 lUld 1773.9. contractors shall make travel and/or
subsistence payments to each worker to execute the work.. You may obtain the travel and/or subsistence provisions for the current determinations on the
Internet at htto.//www.dir.ca.1ZovIDLSRlPWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by
contacting the Prevailing Wage Unit at (415) 703-4774.
5
GENERAL PREY AILING WAGE DETERMINA nON MADE BY THE DIRECTOR OF INDUSTRIAL RELA nONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: # ELEVATOR CONSTRUCTOR
DETERMINATION: SC-62-X-999-2007-1
ISSUE DATE: February 22, 2007
EXPIRATION DATE OF DETERi'\lINA TION: July 8, 2007* Effective until superseded by a new detennination issued by the Department of
Industrial Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for new rates after 10 days from the expiration date, if
no subsequent determination is issued.
LOCALITY: AU localities within Imperial, Los Angeles, Orange, Riverside, San Diego, Santa Barbara and Ventura counties. aportions of Kern, San
Bernardino and San Luis Obispo counties are detailed below.
Emnlover Payments Straiv:ht-time Overtime Hourlv Rate
Classification Basic Health Pensione Vacationl Training Other Hours Total Dailyd Saturdayd Sundayb
(Joumeyperson) Hourly aod Holiday Payments Hourly aod
Rate Welfare Rate 1 Y~X I ~X Holiday
Mechanic $41.265 8.275 6.06 2.48 0.55 0.18 8 $58.81 $79.44 $79.44 $100.075
Mechanic (employed in
industry more than
5 years) $41.265 8.275 6.06 3.30 0.55 0.18 8 $59.63 $80.26 $80.26 $ 100.895
Helperc $28.89 8.275 6.06 1.73 0.55 0.18 8 $45.685 $60.13 $60.13 $74.575
Helper (employed in
industry more than
5 years)' $28.89 8.275 6.06 2.31 0.55 0.18 8 $46.265 $60.71 $60.71 $75.155
# Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule.
R Applies to that portion of these counties south of the Tehachapi Line. For more infonnation contact the Division of Labor Statistics and Research.
b For paid holidays recognized in the collective bargaining agreement, employees are paid for 8 hours at straight time in addition to the Holiday rate
for all hours worked.
e Ratio: The total number of Helpers employed shall not exceed the number of Mechanics on anyone job. For more information on the use of
Helpers, contact the Division of Labor Statistics and Research.
d For Contract Service work only. All other overtime is paid at the SundayfHoliday rate.
.. Includes an amount for Annuity Trust Fund.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in
the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with
the Director ofIndustrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate
shaH be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on
the Internet at http://www.dir.ca.govIDLSRlPWD. Holiday provisions for current or superseded determinations may be obtained by contacting the
Prevailing Wage Unit at (415) 703.4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or
subsistence payments to each worker to execute the work. You may obtain the travel and subsistence provisions for the current determinations on the
Internet at www.dir.ca.QOv. Travel and/or subsistence requirements for the current or superseded determinations may be obtained by contacting the
Prevailing Wage Unit at (415) 703-4774.
6
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELA nONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773,1
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: #OPERATING ENGINEER
DETERMINATION: SC-23-63-2-2006-2
ISSUEDATE: August22,2006
EXPIRATION DATE OF DETERMINATION: June 30, 2007* Effective until superseded by new determination issued by the Director of Industrial Relations.
Contact the Division of Labor Statistics and Research at (415) 703-4774 for new rates after 10 days from the expiration date, ifno subsequent determination is
issued.
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura
COunties.
EmD[Q):p.rPa~'menls Slral,,"ht_Time Overtime Hourl\' Rate
CLASSIFICATION BasIc Hourl\' Health and Pemioo Vacation! Training ""'. Hours Total Hourl\ Daily Sarurday(d) Sunday/Holiday
(lourneyperson) ,-,,, Welfare Hohda)'(a) Pa)menls ... (0)
Il!2X Il!2X 2X
Classification Groups (b)
""",pI $3165 no 4.05 2.80 0.65 0.11 $47060 $62.885 $62885 $78.710
GrOllp2 32.43 7.110 4.05 280 0.65 0,11 $47840 $64055 $64055 580.270
Group 3 32,72 7.80 4.05 280 0.65 0.11 . $43130 $64490 S64.490 $80,850
""",p' 34.21 7.80 4.05 280 0.65 011 . $49,620 $66725 $&6725 583 8~0
""",p' 34.43 7.80 4.05 2.30 0.65 0.11 . $49.1140 $67055 567055 584270
<<"", 34.54 7.80 4.05 2.80 0,65 0.1l . $49950 567.220 567.220 $84490
Group 10 '''' 7.80 '" 2.80 0,65 O.ll' g 550,070 561400 $67400 584730
Group 12 J4.83 7.80 4.05 2.80 0,65 0.11 . $50240 567655 567655 585070
Groupl3 34.93 7.80 4.05 2,80 0.65 '" . $50340 567805 567805 585270
Group 14 34.96 7,30 4.05 280 0.65 0.11 $50.370 5fi7850 $67850 $85.330
GrOllpl5 35.04 7.80 4.05 2,80 0.65 0.11 550.450 $67970 567970 585.490
OI-oup]6 35.16 7.80 4,05 280 '" O.ll 550570 $6g]50 5&8.150 585730
Group 17 35.33 '80 4.05 2.80 0.65 (111 $5074U $68.405 $68405 58&070
Group 13 3543 no 4.05 280 0.65 0.1"1 $50g40 5b3.555 Sfi8555 586270
Group 19 3554 7.80 4.05 280 0.65 0,1l 550950 5fi8720 $68720 5864\10
Group 20 3:;,66 7.80 '" 2.80 0,65 0.11 551.070 $68900 568900 UfiDO
"""" 35,33 7.80 4.05 2.80 0,65 011 $51240 $69155 569.155 $87010
Group 22 35.93 7,80 4.05 2.80 0.65 0.11 $51340 $69305 569305 587270
<<""" 3fi,04 1.80 4.05 280 ", 0.11 $51450 569.470 569470 $874\10
Group 24 36,16 7.30 4,05 2.30 ", 0,11 551570 $69650 569.650 587.730
"""" 36.33 180 4.05 2.80 0.65 O.ll $51740 569.905 569905 $88070
N Indicates lIIIapJlralliceable craft. Rates for lIppTenlices are available in the General Prevailing Wage Apprmtice Scbedule
. Includes an amount wilhl1dd for supplemental dllC5
bFor classificatiOllSwithin each group, see pages 8and9
. Rate applies to the fim 4 overtime boun. All other daily ovcr1lme is paid at the Sunday rate
"Rate applies to the first 12 bours worked All other lime IS paid at the Sunday rate
NOTE: For Special Shift and Multi-Shift, see pages 9A and 98.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid. shall be all holidays in the collecti\'e bargaining
agreement, applicable to the particular craft, classification, or type ofworter employed on the project, which is 00 file with the Director of Industrial Relations, If the prevailing
rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6100 of the Government Code. You may
obtain the holiday provisions for the CUlTtt1t delenninatioDS on the Internet al htto./Iwww dir ca llovIDI SR/PWD Holiday provisions for currcnl or superseded determinations may
be obtained by contacting the Prevailing Wage Unit at(4l5) 103-4114
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1113.1 and 1113,9, contractors shail make travel and/or subsistence payments to each
worker to execute the work. Travel and/or subsistence requirements for each craft, c1assifitation or type of worker may be obtained from the Prevailing Wage Unit at (415) 703-
4774, You may obtain the Tra'lel and/or subsistence provisions for the currentdetenninations on the Internet at httD"llwww.dirca,llo'lIDLSRlPWD Travel aJld/or subsistence
provisions for current or superseded determinations may beoblained by contacting the Prevailing Wage Unil at (415) 703-4714
.,.
Dr.Tr.RMlNATION: SC_1J..6l-2_2006-2
GROUP I
"....~
,_.
CumpresoorOporalor
Dil<:hWllCb,wilhoealor'imdarrypc:.quipmrn'
ElevolorOp<ralor-lnllidc
EnKi-OiJcr
FDfkliftOpcutor(includ..locd, 1~llor5in:111arlyp'" under 510"")
--
Ga>cn1or, PImp or ComJ>fCl'Or Plllll OpcrOlor
lI..vyD.d) Rq>&rrmltl 1l.1p..-
Plmp()p<n1cr
Sigoalmlll
Swilchmllt
CROUP 2
AopIWl.RubbcrPI&IIIOperalor(NorxT.mkOpcralor)
CorlCMeMi=Opcnlor. SkipT)!'",
Cmve)OfOperator
Finm...
FDfkliftOpcnlor(i""ludcslocd.lullor",mlarl~"p"'-o"'r5 I<>n,)
H)'<lrostaticPlmpOpcrItOr
Oilt:rCrwbcr(A>pbollorC""""'lePlonl)
PetmmatLlydownMot:bin<:
RJU Sidt:DI1mpJ",,~
RotoryDrill HcIper(OiIf..ld)
SacmiogoadCoovqorMlol:hio.Opc:rllor(or5ltllllarryp''')
Slciplo..x.-(WhocJtypcuploJI4yd.witbou'llla<:hm...'l
Tv Pot firunID
Temporo>1rHeIIiogPlll110peralof
TreochingMKniocOJl..-
GROUP)
AJphaIIRubberBI=dOpa-lIor
BobcIIors:im~.-type(Sl:id Sl....)
f~pIIlGlIGruxr(rd:)
FonIFC<'JII3O'I(wilhdrlgtypcaoacbm...l.)
Hdicoplcchiioman(ground)
StlolioooryPipcWroppingl/ldCle&nIl1gMachm.Op.,..'or
GROUP4
AJphaIIPJlDtFinmlD
BId<boc()p<ntor(mm;.maxor siO'Ularwpe)
&.iDgMIlclW:IeOperalor
B<non.-> or Mixamlll (asphall or con<.nle)
ChipSpadingMachillCOperat<>r
C~ClclDing['Jo;onlllIUlI&tiOl\M""hillCOper3lor
C<>na<tePumpOpenlot("",oIlportoblc)
Drillirlg Mochinc 0per0.1or, Small Augerlyp<s (f.x"",a Super I'.<:ooomlti., or sim,lar 'Y!"" - Hughc. 100
or 2OO,or.m.d.-typeo. dIl11ms deplh of 30 maximum)
Equipmmt 0-- (gn:....lJU<~)
o-dRILIP<*Dri......o"....to.-
HighliDcCabI....'YSilll'aImlll
Hydr.HIIDIDCJ-A<roSlmnpa
MicroT""""liugOpcrIlor(ahove~lWlnel)
P_Coo<::rcceCwingM..:hincOpero.tor
p_c..........s.wOpc..tor
~.Driv..-JumboFormSct\crOp<rllOC
-......-
R",,~WboleJ SlwfJr<r><:b..-
RoIJcr Opcntor (""",PIlOI1DS)
SaaldOp<ntor(upblllor~.)
TreochingMKllilleOp<ntor(upu>6ft)
Vl<UUIlIorMucl<Trucl:
CROUP ~ (for mull,..!nf\ rOl.. """ pogo 98)
EquipmoaIIGrea.tcr(~Truc:klMulti.Shitl)
GROUP 6
AJbculatingMataiolHmJcr
A>phaI1PJIIllEngioccr
BIlchPIIltIOpen1or
BilShupcna-
C_.JoUII MI<hine Opentor(.lItol ODd .m.iJorrypc)
CoocnlePl......OpenIot
DIIKly[),U'"
""""-"""""
Do:n1ckmIJl(oil(lddtype)
Drilling MKbinc Opcnror, Buckel or Auger!)'.... (CII.....ld 100 buckel or
.....i1..type:o.Wll3oDlOOOlUgeror.lmll..Wpe.-TnomIJ30.SOOor
6OO1Uf<r'""""dv1yp<ll-dIlI1Ul.1!dc:ptbof 4S'mlXim\IID)
Drilling M..:hinc OpenlOrlil>cludmg....l1<f .....11')
Hydrographic Sooder MllOhmeOpcrolOC(Slr......l'-'lp,.-...d)
JI<\::Jo<ITrackMlinllma-,or"m,larl;l'"
KoIlIlIazooSwitchTlIlIpa,orsimillllype
MKbmc: Tool Operlior
Mlgllllli.lnlernal Full SllbVibnlor
Mo::honicolBerm.CurborGullCr(con""".orupball).
Mo::hllllcoI rmiohcr Opcr..... (con<=l., Clory.Johiuon-Bidwcll or similll)
Mi<:roTonncISy"-omOpcrIlOC (belowlll"'""d)
Pl\'cmrnIBR......Opcnlor
Roa<IOtlMntiDgMI<!u"'Op<ralor
Roller OpcrOlor (upboll orfmiob)
Rubber.T,rcd Earthmo'-'U,g Eqwl'""=' (;iogl....~lD<, up 10 and induding 2S ;'w. obu<k)
s<:lf_PropcIIedTIJPlpelmingMacltiocOpcntor
Slciplood...0penI0t(crlWl"-llldwbcc:I!)'pe.ov...JI4j'ds."""uploondincludingJ Jr.!j'd..)
Slip Form I"umpOpc:nIor(po......drW...hydrlllh. Iiflingde'licc for con<:rd< fOf1lU)
TraclOTOpcrolOT-Bulldou.-. Tlffipa.s.:flpa(.;"gl....~i...,uplo IOOHP fIyw=1 and
mnilu!)'pc..up'o """u>cludmgD-S and';II1lJorrypes)
Tu~...Ho..10p.nl",(ldrum)
1I1rraH,gh~WIIecj<lCuIlUlgT""ISy.ft<mOpcr'lor
VllCUumBJuungM..:hmeOpcrolor
Volumctn.MixerOp..-lIor
W.lder_O.,,.,.oI
GROUP 7 (for ...In..~lft ro" _ r-P 9.)
Wdder-General(Multi.Shitl)
GROUPS
~haI'orCo""~.~gOpcralor(larnpingorfi,,,"'ms)
AspholIPlymgMao:hin.Op..-llor(barbc:rgran.orsimilarrype)
A:<phIl'-RubberDlSlnbul..-Opcntor
Badhoc: Openuor(uplo""dmdudUlgJI4 l'd'.)smoJlford,cueormn,lar
C.....!" PI""" Pipe Llying Mochill< Openlm
Cornbinll'oo MIx..-lIlld C"",p"""" OpcnlOf (gUIllI. W<>Tk)
CornplClOTOpenlOC.SclfPropelled
Cmaet.Mi"...Opc:nI..-.P.viug
CNSltingPlonlOpen.lor
"""""""
Dnllillg Moehme OpenlOl. Buckel or Aug<:rlype' (CoJ....dd J50 bucke1 or .m.il..-!)'!"" - WI130II
1'iOO. 2000. 2'iOOlugeror.mullJl)'pe..T.",ml 700, lIOOougttor"""dartypcs.drillms
deplbolW.mlXimum)
EI....otingGrad..-Operllor
G-rodeChcx:kcr
Orad.alIOp..-llOC
GroulInilMlChmeOperalor
H<lvyWyRepoirmonlPumpln!llllkr
lJ<lvyEquipmmtRoOObcoOpaalor
KlIlIIllZooBlIli!tCRegullloror.m.ilarryp:
KoImlltBeULoaderODd""",lorrypc
L. T oumcau Blob ComplClor or ..milor m"
Load..-Op..-lIor(Athc:y, Euclid, Sic:rro IIlldsimIJUryp:.)
Most...EnlllronmenIIlMlinlen.lJl<:<Mcchalll.
MobarlrChipp<ror';llllhorlvp<.
azz.. Podd... or "'mllarl}'p<s
PC 490SlolSlw
Pncumlll.Conc",lePllCmgMoch"..Open.lOC(HadJ.y-Pressw.llor..m,J.-lyp<)
Pumpc",lC OUII Operllor
Rock Dnll o.-Slmd,arType.
Rotar.'DnIlOpen.lm(exdoom8calOOnlypc)
Rubb&r-T,.-.d EIII1tI McrYing Equipment Opllrator (single engine. ahtrpilla-. eucld, IIhey w.gon, and
simi!.r types wilh any and dllll.a.menlaover2Syds..nd upto and Including SOClJ.yds,struckj
Rubber.1in.d Earth Moving Equipment Opllt'8tor (multiple engine - up 10 and including
2Sylb,slludl)
Rubber-Tired Scnper Op&raloc (sell-loeding paddle wtleel typll John Oeer.. 1040 and
sjmilarsingleund)
Sell-Prope'-lCurbandGUIlerMechineOpllra!oc
Shu!lIIoBuggy
Skipo.der Opemoc (cnw\er and whyl typll over 1 1/2 ylb. up Io.nd including
81I2yds.)
Sal Remedia~on Plant Opllrslor (eMI, Erwirol&ch o-r Similar)
S...taf;e H.,.uers and Planef Operator
TrllCtor~ onl ClH'ttlinatio-rtOpemor
TractorOpllratoc(.nytypelllrgerlhanD-S.100llyweelH.P.lllldovtlf.orsimilllr-bulldozer.
tamptIf,SCQpIlrandpuShlractor.s;ngleengi_)
TractorOplf8lor(boornllllllc;hmenls)
Travelng Plpll Wrapping. Cleaning and Bending Machine Operator
Ttencl'ingMachineOperaIQf(ov.,efl.deplhcal*"lY,nwnulacturer'srating)
Tren<:Nng MlIchinawilh RO*l MlllIf Attachment (over6fl.depIt1 capacily.
....nufKlurer'. rating - Oiler or Journeyman Trainee required)
UllnIl'tgl1 Pressure w.terjel Cutting Tool System Mechanic
Wattlf Pul (compaction)
DIETERMINATION: SC_U-6J-2_:t006-2
CROUP' (f".- multl..hin tole. .... ~@~ 9B)
Heavy Duty RepalfTIl.., (Mulb-Shll'l)
CROUP 10
DrilliIIgMo<:hi...0pcnl<lr,Bucke10f^U@<rtyp<s((;aI"~ld200Bbucl":tOfsinlll..-type:l-W,,-,3000
or WOO aI.IF'or oim~...types' T""om. 900 lU!",' or ..m.l..- 1,l'C'" dnlllll@depthoflOS'mOXlmllnl)
Du.alDrumM,Xor
Dynamic Compactor lOClSOoc...ml..-l)'pes
IlcovyDuryRcpoirmon.W~ldercombm.l1""
MlXK'BIILocomob".,Dpcnto.-(diO!ld.g..or.lcclnc)
Motor 1"1rol. Blode Op<nlor (singl~ engin~1
Mulbpl'EnP><Tr""'orOp~nl",(.uclldands"",I..-I"p< e>;oeptquad9""l.J
Pt>eumolic Pip< Rommmg r 001 ond ,.;mll... tvpe..
~~ Wnpping MlICbi"" Opcntor(2 OpeUlors r<'l".."d)
Rubb<r.T:=lE..-thMovingE~pmentOpenlOf(..ngl'englnc,0"crSO\'d..5IrlICk)
Rubber. Tim! E..-th Moving EqJipment Ope...t", (mulbpt. englll~. ~uchd cotapillor ond similor over 2
y<konduploSOyw,slJuck)
TawerCrane Repairm..,
TrllCto.-loIld<tOperWr(cu"lcrand"l>eel-t>pco"er61ny&.)
W~ldet.Certified
Woo<bMc<erOpen!or(m:.I..m,lotpUglIlillequlpmen')
CROUP II (far ..IIl-.~lh...1e, -.-1" 91)
H...vyDuty Repamnon_WcldcrComb,n.uoaiMullL_Sh</ll
WddcJ-Cenified(MuIti.Shltl\
CROUPt2
A140 Grader Openl<lr
A1.IIomObC Slip Form Operalor
Drilling M.a."", Openlar. Bucket or Auger typos iCat,...ld, lug"- 200CA or "",ilor types "oloorI,
...go:r6000"'simil...types.hugha...perdut\'....g...200orrumlorlvpel-dnIhagd<plb
0(175' maximum)
HoeRamor,;m~"-WlthCOlbpre""",
M...E!\C.valorOpenlor.l~th..,7SOcu.vd.
McchaucoJ FinishIng Mochine DpcnlOf
Mobil.FonnTnvel..-Operotor
Motor P'1ro1Opentor(multi-<:ngme)
PipcMobileMlIClunoOperOlOr
Rubber-Tired Eonb Moving E<lWpment Operator (mutl,pl. englll~. euclid, ca!ervlll..-..,d similarlype.
ove:rSOcu.yMsuuck)
Rubber.T:=lSelf.loadingScrop..-OporaIor(paddl..whcd-l....er1)pc..lf.loading (1WO(2)
ormor-.:mllts)
C.OUP U
Rubb..-.T:=l E..-th Moving Equ>pmeut 0per1llOl'. Oper.'in@Equipm...\",ththo ?us/t.PuIl S~.lc:m (,ingl.
...gine.up to ODd mcludu1g25 yd...uuck)
C.OUP 14
C.,IIIL_Opcrlllor
ConolTrimmerOper'alOr
RanateContn>l.IcdEuthMavingOperlloriSl.OOp..-houroddJlionoltoba.>erlle)
Whee.lExcov......0pent0r(ov...750c\1\'d3perbour)
C.OUP I~
Rubber.T~ E..-th MovUlg Equ>pmc:nl Opcrlllor. Operating Eqmpment with the Push-Pull Sy.tom ('IIIg1.
...gine.coIc:rpill....euclid,.!heyw"l!<1n,..,d"""t.,-l\'po.WI'b""y""d.lIonachrneutsn'....25>.d3.""dup
IOlIDIliDcluding50~\1}1ds. <truck)
Rubb..-.Tin:><!EonbMovmgEqmpmcnt(lpenu:o:.(lperotingEqulpmcnlwiththoPush.Pu!lSy!lo:m
(mulliplcmginc.up 10 and iDcludmg25 >w.>truck)
CRO'" I'
Rubber-Tired Eortb Mo,;"g F..qui!S"..., Op<nlor. (lper1l1l1@Eqmpmenl""ththoPu'l/l-PuIISy!lo:m(,IIIg1.
...,me.ov..-50yd3.SlI'UclI;)
Rubb..-.T,n:><! E..-th Moving Equ1pnent Operlllar. Operotmg Equipmenl WIth the Puoh-Pu1I S)':I1t:m
(multiplc mgiDe,ouclid, coterpillor, ODd "","lar, 0_25 yd3. m:.IupIOSOyd3. <tnICk)
MtSCtLlANI:OUS PROVISIONS,
CROUP 11
Ruhbe-r.T;n:><! F.mh Mo"ing Equipmeut Operator. Operillmg Equlpmenl",1h lhePu.h.PuIl S"'1em (mull1ple
eu@lo.,euclid,calclpltlar.m:.Ioimll..-type.nv...SOcu.\'d3m>ck)
TondcrnTroctorOperllor(oper.uo@c.-.wlerl\'pe'nC\Or1lUltllDdem-Quad9I1Dd:liJylllllrl\pc)
GROUP II
Rubber.T,red Eanh Moving F..qw!S"enl Ope.-a,,",. (lperaling in Tandem (:ICt"""",. belly dump.. and similll '\l'C"
ID onV enrnbmouon. ~"dudmg enrnpacunn uml.. sin@l. engm~, up 10 and IIIcludm@25y& Sl1UCk)
CROUP 19
ROla Concrm Ikll Openlor
Rubber.Tired E..-th Mavlllg f.qwpmenl Operllor, Operllmg ill T..,dem i:lCtopen. belly dumps, and ..milorl>l'C"
in...yenrnbtn.unn,.!\CludingenrnpocliOllUm13."ngleengin..cotc:rpIlI..., "'-'.hd..th.... w.gOll,and m mlarl,.pc.
with..,yondolllllachmen13o"...25}'ds.anduploandlllch.olIIl@SOcu.yd3,SInlCk)
Rubber.TIn:><! Earth Mo"ing Equipm...1 Opcrator, Opcratingin Tandem(:ICt""",,",belly dump..m:.I3Im11arly",,"
lll...yCOlllbinoliOll.""cludingcompacllOllunll.-multipl....@Ill...uptoondiDcludin@25vM.<lrUck)
GROUP:W
Rubber.Tin:><! Earth Mo"ing Equipment OperIlCO-, Opcralm@IDTandem(sc.-open.bell,dumps,m:.I
simllarl>'peslIlanvcombinoliOll. ""cludingcomPOClion 1ln113. smgl. eug""'. o>..,r SO yd.. SInlCk)
Rubber. TLred Earth Movm@EqwpmenIDperOlOr,OperllingmT...dem\SCfopel'l,bellvdump.,and
mruI"'l)'pe!linanycombUla!lon,excluding"""'plClionuni13'mull1pl.engiDe.~uclod.
colorpllluondsuruJar.o_25YM.onduptoSOyds.<lrUck)
CROUP 21
Rubber.Tt"'; E..-th Mo,'ing Equipment Dperlllor, OI'.:nWl~ III Tandem (""'''l''''', belly dump.. and
sim~IIr"pesinanv<<mbina!lnn,."cludlIlgoompllcliOlluni13-mulupl.englIlC..uclid.
coterplnarand""'tlarl)'pe.o>'erSOcuyds.'itruck)
CROUP n
Rubber.T.red Eorth Mo\"mg EqWpmelll Opcrotor, OperatmgEquipmellt"'lthlhe Tondem Push-Pull Sv"",,,
(""gteengine. up 10 and includmg 25 YM..truck)
CROUPll
Rubb..-.T:=l E..-th Mo"mg Equipm...t Openlor. OperlllDg Equipmenl WIth the Tandem Push-Pull S~slcm
(.mgle'eIlgine,cOIerpIlIor,eu<hd,alheywagnn,m:.Isunilor\)l""Wllhonym:.lallottachm...lsovcr25yw.ondu
IOm:.IiDch>dillg50cuyW.Slnlcl<)
Rubb..--TiRd E..-th Movmg Eqwpmelll Operllor, OperallIl@EqulpmenlwiththeTm:.IemPuoh-PullSI'<lem
(ll1u1upl~en[llllC.uplOm:.IlncludlIlg15rw.OlJ\ICk)
CROUPU
Rubbe-r-T:=l Eorth Movin@F.quipmen\Opeul",.OpeutmgEqUlpmcu'WlththeTandem Push.PuII SI'>1=
(""gleen[llllC,overSOyd3Suuck)
Rubber-Tin:><! E..-th Moving Equipment Dperillor.Operllmg EqUIp<l1crlIWlth the Tandorn i'u>h.PuII S)slem
(mulliplcell[llIlC,.ucltd,cole.."U.....,dron.I...,ov..-25,.d:o.ondupI050yds.!IIlUC.k)
GROUP 25
Concret<PumpOperotor-Tn><:kMoun1ed
Rubber. Tired E..-th Movmg E<lWpmenl OperOla, DperatU1g f.qUlpment Wtth the Tonde:m Push-Pull S'<lcrn
\mulllpl.engwe,.ucbd,colorplllarond,,,,"I..-ovcrSO,,u \',J,,!lUUCk)
Operot"'" "" boo'" W'llh three drum. .holl =61" fifteen cenU (l5~) perllnur addiuoool PlY 10 the ",gular ule ofpay Th. oddn.onol pov shall be added to th. regular,-ale:...d becnm.lh. h&oe ule rco- th~en''''' s1ufl
2. All buvy duly replinnoo mil buvy duty o:>mbinlllOll .hall r<<:aV1: IWmty- five oenlll (2.5t) per hour 1001 oIl"",..,ce lIIadditiun 10 thetr regul...ul. ofp.y and "UO sholl be<:ome th.,. b......1e of poy
EmployC~S1'equin:><!lO.uil up and wm In. hozordou!l mllenol tnvirnunem. sholl ",ceov< Two Doll.... (SHKl}p..-hour in addilion to th.""'guIar.... ofp.y. m:.I tholn\<:.!W1 beann.lhe b..,c hourly "'~ ofpoy
.
GENERAL PREVAILING WAGE DETERMINATION l\1ADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773, I
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREOOfNG PROJECTS
CRAFT: /#OPERATING ENGINEER (Spe<:ial Shirt)
DETERMINATION: SC-23-63-2-2006-2
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: June 30, 2007* Effective until superseded by new determination issued by the Director ofJndustrial Relations
Contact the Division of Labor Statistics and Rcsearch at (415) 70J.4774 for new rates after 10 days from the expiration date, ifno subsequent determination is
issued_
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura
COunties.
F.mDlov....Pavm<!nlS !';lrai"hl_Ti~ OVf':flImeHourlvRa\e
CLASSlFlCA nON Basic Hourly Health and Pension Vacationf Traming o.~ Ho~ T()taJHourly Daily Saturday (d) Sunday/Holiday
(Joumeyperson) ..,. Welfare Holiday (a) PaymefllS ..,. (,j
II/lX ] 1I2X 2X
Classification Groups (b)
"","p' $32]5 7,SO 4,05 2,80 0,65 0,11 $47560 $63635 $63635 $79,7]0
Group 2 32.93 7,80 4,05 2.S0 0.65 0" $4S340 $6<U05 $64.805 $S1210
Group 3 33.22 1S0 4,05 2.S0 065 0.11 $48,630 $65240 $65240 5SI,850
Group 4 3411 1.80 4,05 280 065 0,11 $50.]20 $67.475 $67475 $84830
Group 6 3493 7,80 4,05 2,SO 0,65 0,11 550340 $67S05 $61.805 $85270
GroupS 35,(>> 7,80 4,05 2,80 0,65 0,1l 550.450 $67970 $67970 585.490
Groop" 35,16 7,80 ", 2.S0 0.65 0,]] $50570 56S.150 $68]50 $85.730
Group 12 35,33 7,SO 4,05 280 0,65 0.11 550740 $68.405 $68405 $86070
Group 13 35,43 '" 4,05 2,80 0,65 O,ll $50S40 $68555 $6S,555 586,270
Group 14 35,46 7,80 4,05 2,80 0,65 0,11 550S70 $68600 $68,600 586,330
Group]5 35,54 7,80 4,05 2,SO 0,65 0,11 $50950 56S,720 $68720 586490
Group]6 "" 7,SO 4,05 2S0 065 Oil 551070 56S900 $68900 $86730
Group 17 35,83 7S0 4,05 2.S0 0,65 0.11 551240 $69.155 569.155 $87070
Group 18 35.93 7.80 4,05 2.80 0.65 '" $51340 $69305 $69305 587270
Group 19 36,{)4 7.80 4.05 2,80 0.65 0.11 $51450 569470 $69470 $S7.490
Group 20 3f,]6 7,80 4.05 2.80 0.65 0.11 551.570 $69630 $69650 $S7.730
Group2l 36.33 7,SO 4.05 2.80 065 0.11 551.740 $69905 $69905 588070
"","p22 36.43 7,SO 4.05 2" 0.65 0.\] 551.840 570055 1070055 $88.270
"","pn 36.S4 no 4,05 280 0.65 0.11 551.950 510220 570220 588490
"....24 36.66 18' 4.05 2.80 0.65 0.11 $52070 $70400 $70.400 588730
Groop2J 36.S3 7.80 4.05 2.S0 0.65 0,11 $52.240 570655 $70655 5S9,070
II Indicates an awrfllticeable ~raft JUles for apprentices are a\'a11able in the General Prevailing Wage Apprentice schedule
'lncludes III IIll\OIII\I withheld forsupplemefltaJ dues
b For c1assifi<;alions within eadlgroup. seepages S and 9
'Ra\eapplies to the first 4 o\'ertimehours. All otherdailv o\'ertimeis paid at the Sunday Jale
d Rate applies 10 thl; first ]2ooursworled. A1lothertimeispaJdattheSundayJale
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective
bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Dire<:tor of Industrial
Relations. If the prevailing rate is nol based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in
Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet athtto:llwww dir.ca,l!oviDLSRIPWD
Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence
payments to each worker to execute the work. Travel and/or subsistence requirements for each craft, classification or type of worker may be obtained from the
Prevailing Wage Unit at (415) 703-4774. You may obtain the Travel and/or subsistence provisions for the current determinations on the Internet at
hnn:l/www.dir.ca.l!ovlDl SRJPWD, Travel and/or subsistence provisions for current or superseded determinations may be obtained by contacting the Prevailing
Wage Unit at (415) 703-4774
9A-
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: NOPERATlNG ENGINEER (Multi-Shift)
DETERMINATION: SC-23-63-2-2006-2
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERi\UNA nON: June 30, 2007. Effective until superseded by new determination issued by the Director of Industrial Relations
Contact the Division of Labor Statistics and Research at (415) 703-4774 for new rates after 10 days from the expiration date, ifno subsequent determination is
issued.
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura
counties.
Emnln~,.,rPa~'ments "traig-hl_Time ~.ntimeHo"rl\'Rale
CLASSIFICATION Basic Hourly Health and Pension vacation! Tnurung Oili. Hou.n(e) Total Hourly Daily Saturday (d) Sunday/Holiday
(Joumeyperson) """ Welrllfe Holiday (a) Payments """ (0)
IlI2X IlnX 2X
Classification Groups (b)
",,"pi $32.65 7.80 4.05 280 0,65 0.11 ....lW> $64.385 $64,385 $80710
""""2 3343 7.80 4.05 2.80 0,65 0.11 S4U4O $65555 $65,555 $82.270
Group 3 3372 1.80 4.05 2.80 0.65 011 149130 $65.990 $65990 $82,850
"""". 35.21 7.80 4.05 "" 0.65 O.ll $50620 $68225 $68.225 $85830
Group 5 35.31 7.80 4.05 HO 0.65 Oil $50720 $68.375 $68.375 $86030
"""'" 35.43 7.80 4.05 2,80 0.65 O.ll $30.840 S68555 $68555 $86210
GrOllp7 35,53 7.80 4.05 280 0.65 O.ll 550940 5611705 $68105 $86.470
",,"pS 35,54 7.80 4.05 2,80 0,65 0.11 $50.950 $68720 568.720 $86.490
0"",9 35.64 1.80 4.05 280 0.65 O.ll $51050 $68810 $68870 $86690
Group 10 35.66 7.80 ,t05 "" 0.65 OJI $51070 $68900 568900 $86730
Group 11 35.76 7.80 4.05 "" 0,65 0.11 S51,170 $69050 $69,050 $86.930
""""12 35.83 7.80 4.05 2.80 0.65 O.ll $51240 $69155 $69155 $87,010
Group \3 3593 7.80 4.05 2,80 0.65 O.ll $51340 569305 $69305 $87270
Group 14 35.96 7.80 405 2,80 0.65 0.11 $5U70 $69350 $69350 581330
""""15 36.04 7,80 4.05 2." 0.65 0.11 $51.4SO $69470 $69470 581490
Group 16 36.16 7.80 4,05 2.. 0.65 O.ll $51570 $69.650 $69.650 $81730
""""11 36,33 7.80 4.05 2.80 0.65 O.ll $51740 $69905 $69905 $88.010
Group 18 3643 7.80 4.05 280 0.65 O.ll $51.840 $70,055 $70055 $88270
""""19 36.54 7.80 4.05 2,80 0,65 0.11 $51.950 $70220 $70.220 $88490
""""'" 36.66 1.80 4.05 2.80 0.65 O,ll $52010 $70400 $70400 $88730
""""21 3683 1.80 4.05 2.. 0.65 O,ll $52240 $10.655 $70655 $89070
",,"pn 36,93 7.80 4.05 2W 0.65 Oil $52340 $10805 510.805 $89270
""""" 31.04 7.80 4.05 2,80 0.65 OJI $5H50 $70970 $10.970 $89490
",,"p24 37.16 180 4,05 2,80 0,65 0.11 552570 $7ll50 $7U50 $89730
GrOllp25 37.33 1.80 4.05 280 0.65 011 $5214U $7l.405 $7l.405 $90070
ji lndicates an appralticeable craft. Rates rorappraltices are avllJlableill theGenmll Prevailillg Wage Apprmticc Schedule
'lnduda... amount withheld for supplemental dues
~ForclassilicatiONwithirl~grolql,seepages8and9
'R.ueappliatothelirst4ovenirnehours, AlIOlherdailyovenirneispaidaltheSundaym1e
4R.uellppliatothcfirst12ilcurswork.ed. All other time is paidalthcSundllY m1e
,The Third Shift dWI work 6,5 OO\ll'S. exclusive of!llQ\ period. rar whkh 8houn SInIiglll-cimc sball be paid al1he __Mift rile. MOIlday thorugb Friday
RECOGNIZED HOLIDA VS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective
bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial
Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in
Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet athUD:llwww dir ca.llovlDI SR/PWD.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence
payments to each worker to execute the work. Travel and/or subsistena:: requirements for each craft, classification or type of worker may be obtained from the
Prevailing Wage Unit at (415) 703-4774. You may obtain the Travel and/or subsistence provisions for the current determinations on the Internet at
httn)/www dir C8.llovIDLSRlPWD. Travel and/or subsistence provisions for current or superseded determinations may be obtained by contacting the Prevailing
Wage Unit at (41S) 703-4774.
96 -
GENERAL PREY AILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7. CHAPTER I, ARTICLE 2. SECTIONS 1770. 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEA YY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: # DREDGER (OPERATING ENGINEER)
DETERMINATION: SC-63-12-23-2006-1
ISSUE DATE: August 22. 2006
EXPIRATION DATE OF DETERMINATION: August I, 2007*. Effective until superseded by a new determination issued by the Director of Industrial
Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for new rates after 10 days from the expiration date, ifoo subsequent
determination is issued.
LOCALITY: All ioealities within Imperial, Ioyo, Kern, Los Angeles, Mono, Orange. Riverside, San Bernardino, San Diego. San Luis Obispo. Santa
Barbara. and Ventura counties.
Emnlover Payments Straillht- Time Overtime Hourlv Rate
CLASSIFICATION Basic Health Pension Vaeation! Training Other Hours Total Daily Saturday Sunday Holiday
(JoUJmeype"",n) Hourly and Holiday Hourly
Rate Welfare Rate 11/2X 11/2X 2X 3X
Chief Engineer, Deck Captain $36.65 7.80 4.05 "2.80 0.65 0.05 8 52.00 70.325 70.325 88.650 125.300
Leverman 39.65 7.80 4.05 "2.80 0.65 0.05 8 55.00 74.825 74.825 94.650 134.300
Watch Engineer, Welder, Deckmate 35.07 7.80 4.05 "2.80 0.65 0.05 8 50.42 67.955 67.955 85.490 120.560
Winchman
(Stem Winch on Dredge) 34.52 7.80 4.05 "2.80 0.65 0.05 8 49.87 67.130 67.130 84.390 118.910
Fireman-Oiler, Leveehand
Deckhand (can operate anchor
scow under direction of mate)
Bargeman 33.98 7.80 4.05 "2.80 0.65 0.05 8 49.33 66.320 66.320 83.310 117.290
Dozer Operator 35.18 7.80 4.05 "2.80 0.65 0.05 8 50.53 68.120 68.120 85.710 120.890
Hydrographic Surveyor 35.94 7.80 4.05 "2.80 0.65 0.05 8 51.29 69.260 69.260 87.230 123.170
Barge Mate 34.59 7.80 4.05 '2.80 0.65 0.05 8 49.94 67.235 67.235 84.530 119.120
# Indicates an apprenticeable craft. Rates for apprenlices are available in Ihe General Prevailing Wage Apprentice Schedule.
a Includes an amount for supplemental dues.
RECOGNIZED MOLIDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the
collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the
Director ofIndustrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be
paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations 00 the Internet at
htto:/Iwww.dir.ca.lwvIDLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit
at (415)703-4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or
subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current detenninations on the
Internet at httn:/Iwww.dir.ca.l!ovIDLSR/PWD. Travel and/or subsistence requirements for current or superseded detenninatioos may be obtained by
contacting the Prevailing Wage Unit at (415) 703-4774.
10
GENERAL PREY AILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: 'CRANES, PILE DRIVER AND HOISTING EQUIPMENT (OPERATING ENGINEER)
DETERMINATION: SC-23-63-2-2006-IB
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETER1\1INA TION: June 30, 2007. Effective until superseded by new detennination issued by the Director of Industrial
Relations. Contact the Division ofLahor Statistics and Research at (415) 703.4774 for new rates after to days from the expiration date, ifoo subsequent
determination is issued.
LOCALITY: All localities within Imperial, loya, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and
Veotura counties.
Emnlover Payments Straig:ht - Time Overtime Hourlv Rate
CLASSIFICATION Basic Health Pension Vacation! Training Other Hours Total DailyC Saturdayd . Sundayl
(Joumeyperson) Hourly and Holidaya Payments Hourly Holiday
Rate Welfare Rate 11I2X 11/2X 2X
Classification GroupsD
Group 1 ' 33,00 7,80 4,05 2,80 0.65 0.11 8 48.410 64,910 64,910 81.410
Group 2 33,78 7,80 4,05 2.80 0.65 0,1 I 8 49.190 66.080 66.080 82.970
Group 3 34,07 7,80 4.05 2.80 0,65 0.11 8 49.480 66.515 66.515 83,550
Group 4 34,21 7.80 4,05 2,80 0.65 0.11 8 49,620 66,725 66,725 83,830
Group 5 34.43 7,80 4,05 2.80 0.65 0.11 8 49.840 67.055 67.055 84.270
Group 6 34.54 7,80 4,05 2.80 0,65 0,11 8 49.950 67.220 67.220 84,490
Group 7 34,66 7,80 4,05 2.80 0,65 0,11 8 50.070 67.400 67.400 84,730
Group 8 34.83 7.80 4.05 2,80 0,65 0,11 8 50,240 67,655 67,655 85,070
Group 9 35,00 7,80 4.05 2,80 0,65 0,11 8 50.410 67.910 67.910 85.410
Group 10 36,00 7,80 4,05 2,80 0.65 0.11 8 51.410 69.410 69.410 87.410
Group 11 37,00 7,80 4.05 2.80 0.65 0.11 8 52.410 70,910 70,910 89.410
Group 12 38,00 7,80 4.05 2,80 0.65 0.11 8 53.410 72. 410 72,410 91.410,
Group 13 39,00 7,80 4.05 2,80 0.65 0.11 8 54.410 73.910 73,910 93.410
# Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule.
a Includes an amount withheld for supplemental dues.
D For classifications within each group, see page lOB.
C Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate.
d Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate.
NOTE: For Special Shift and Multi-Shift, see pages lOA-I and 10A-2.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the
collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the
Director oflndustriaJ Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid
shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at
hno://www.dir.ca.llovIDLSRlPWD. Holiday provisions for current or superseded detenninations may be obtained by contacting the Prevailing Wage Unit at
(415) 703-4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or
subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft. classification or type of worker may be
obtained from the Prevailing Wage Unit at (415) 703-4774. You may obtain the Travel and/or subsistence provisions for the current detenninations on the
Internet at hno://www.dir.ca.2:ovIDLSRlPWD. Travel and/or subsistence provisions for current or superseded detenninations may be obtained by contacting
the Prevailing Wage Unit at (415) 703-4774,
-lOA-
DETERMINATION: SC-23-63-2-2006-1 B; SC-23-63-2-2006-IB I; SC-23-63-2-2006-1B2
GROUP I
Engineer Oiler
GROUP 2
Truck Crane Oiler
GROUP 3
A-Frame or Winch Truck Operator
Ross Carrier Operator (Jobsite)
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
co yds, M.R.C.)
Tugger Hoist Operator (2 drum)
GROUP 7
Pedestal Crane Operator
Shovel.. Backhoe, Dragline, Clamshell Operator (over 5 ell yds, M.R.C.)
Tower Crane Repairman
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, Clamshell Operator (over 7 cu yds M.R.C.)
GROUP 9
Crane Operator (over 25 tons, up to and including 50 ton M.RC.)
Derrick Barge Operator (over 25 tons, up to and including 50 ton M.RC.)
Highline Cableway Operator
Hoist Operator, Stiff Legs, Guy Derrick or similar type (over 25 tons, up
to and including 50 ton M.RC.)
K-Crane
Polar Crane Operator
Self Erecting Tower Crane Operator Maximum Lifting Capacity ten (10)
tons.
GROUP 10
Crane Operator (over 50 tons, up to and including 100 ton M.RC.)
Derrick Barge Operator (over 50 tons, up to and including 100 ton
M.R.C.)
Hoist Operator, StitT Legs, Guy Derrick or similar type (over 50 tons, up
to and including 100 ton M.RC.)
Mobile Tower Crane Operator (over 50 tons, up to and including 100 ton
M.R.C.)
GROUP II
Crane Operator (over 100 tons, up to and including 200 ton M.RC.)
Derrick Barge Operator (over) 00 tons, up to and including 200 tons
M.R.e.)
Hoist Operator, StifTLegs, Guy Derrick or similar type (over 100 tons, up
to and including 200 ton M.R.C.)
Mobile Tower Crane Operator (over 100 tons, up to and including 200 ton
M.R.C.)
Tower Crane Operator and Tower Gantry
GROUP 12
Crane Operator (over 200 tons, up to and including 300 tons M.R.C.)
Derrick Barge Operator (over 200 tons, up to and including 300 tons
M.R.e.)
Hoist Operator, StifTLegs, Guy Derrick or similar type (over 200 tons, up
to and including 300 ton M.R.C.)
Mobile Tower Crane Operator (over 200 tons, up to and including 300 ton
M.R.C.)
GROUP 13
Crane Operator (over 300 tons)
Derrick Barge Operator (over 300 tons)
Helicopter Pilot
Hoist Operator, StitT Legs, Guy Derrick or similar type (over 300 tons)
Mobile Tower Crane Operator (over 300 tons)
MISCELLANEOUS PROVISIONS:
1. Operators on hoists with three drums shall receive fifteen cents (J5t)
per hour additional pay to the regular rate of pay. The additional pay
shall be added to the regular rate and become the base rate for the entire
shift.
2. All heavy duty repairman and heavy duty combination shall receive
twenty-five cents (25t) per hour tool allowance in addition to their
regular rate of pay and this shall become their base rate of pay.
3. Employees required to suit up and work in a hazardous material
environment, shall receive Two Dollars (S2.00) per hour in addition
to their regular rate of pay, and that rate shall become the basic hourly
rate of pay.
lOB
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRlAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAIT, #CRANES, PILE DRIVER AND HOISTING EQUIPMENT (OPERATING ENGINEER, MULTI SHIIT)
DETERMINA nON: SC-23-63-2-2006-1 B 1
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: June 30, 2007* Effective until superseded by new determination issued by the Director of Industrial
Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for new rates after to days from the expiration date, ifoo subsequent
determination is issued.
LOCALITY: AU localities within Imperial, loyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and
Ventura counties.
Emnlover Payments StraiQ"ht - Time Overtime Hourlv Rate
CLASSIFICATION Basic Health Pension Vacationf Training Other Hourse Total Daily" Saturdayd Sunday!
(Joumeyperson) Hourly and Holidaya Payments Hourly Holiday
Rate Welfare Rate I 112 X 11I2X 2X
Classification Groupsb
Group I S34.00 7.80 4.05 2.80 0.65 0.1\ 8 49.410 66.410 66.410 83.410
Group 2 34.78 7.80 4.05 2.80 0.65 0.11 8 50.190 67.580 67.580 84.970
Group 3 35.07 7.80 4.05 2.80 0.65 0.1\ 8 50.480 68.015 68.015 85.550
Group 4 35.21 7.80 4.05 2.80 0.65 0.11 8 50.620 68.225 68.225 85.830
Group 5 35.43 7.80 4.05 2.80 0.65 O.lt 8 50.840 68.555 68.555 86.270
Group 6 35.54 7.80 4.05 2.80 0.65 0.1\ 8 50.950 68.720 68.720 86.490
Group 7 35.66 7.80 4.05 2.80 0.65 0.1\ 8 51.070 68.900 68.900 86.730
Group 8 35.83 7.80 4.05 2.80 0.65 0.11 8 51.240 69.155 69.155 87.070
Gmup 9 36.00 7.80 4.05 2.80 0.65 0.11 8 51.410 69.410 69.410 87.410
Group 10 37.00 7.80 4.05 2.80 0.65 0.11 8 52.410 70.910 70.910 89.410
Gmup \I 38.00 7.80 4.05 2.80 0.65 0.11 8 53.410 72.410 72.410 91.410
Group 12 39.00 7.80 4.05 2.80 0.65 0.1\ 8 54.410 73.910 73.910 93.410
Group 13 40.00 7.80 4.05 2.80 0.65 0.11 8 55.410 75.410 75.410 95.410
# Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule.
a Includes an amount withheld for supplemental dues.
bPor classifications within each group, see page lOB.
e Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate.
d Rate applies to the first 12 hours worked. An other time is paid at the Sunday rate.
e The Third Shift shall work 6.5 hours, exclusive of meal period, for which 8 hours straight-time shall be paid at the non-shift rate, Monday through Friday.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the
collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director
of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as
provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the currentdetenninations on the Internet at
httn://www.dir.ca.swv/DLSRlPWD. Holiday provisions for current or superseded detenninations may be obtained by contacting the Prevailing Wage Unit at
(415) 703-4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shaH make travel and/or
subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft, classification or type of worker may be
obtained from the Prevailing Wage Unit at (415) 703-4774. You may obtain the Travel and/or subsistence provisions for the current detenninations on the
Internet at httn'//www.dir.caQov/DLSRlPWD. Travel and/or subsistence provisions for current or superseded detenninations may be obtained by contacting
the Prevailing Wage Unit at (415) 703-4774.
-IOA-I-
GENERAL PREVAILING WAGE DETER..\1INA TION MADE BY THE DIRECTOR OF INDUSTRIAL RELA nONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT, #CRANES, PILE DRIVER AND HOISTING EQUIPMENT (OPERATING ENGINEER, SPECIAL SHIFT)
DETERMINATION: SC-23-63-2-2006-IB2
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: June 30, 2007* Effective until superseded by new determination issued by the Director of Industrial
Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for new rates after 10 days from the expiration date, if no subsequent
detennination is issued.
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and
Ventura counties.
Emolover Pavments StraiQ"ht - Time Overtime Hourlv Rate
CLASSIFICATION Basic Health Pension Vacationf Training Other Hours Total Daily~ Saturdayd Sunday/
(JQurneyperson) Hourly and Holidaya Payments Hourly Holiday
Rate Welfare Rate 11/2X 11/2X 2X
Classification Groupsb
Group 1 33.50 7.80 4.05 2.80 0.65 0.11 8 48.910 65.660 65.660 82.410
Group 2 34.28 7.80 4.05 2.80 0.65 0.11 8 49.690 66.830 66.830 83.970
Group 3 34.57 7.80 4.05 2.80 0.65 0.11 8 49.980 67.265 67.265 84.550
Group 4 34.71 7.80 4.05 2.80 0.65 0.11 8 50.120 67.475 67.475 84.830
Group 5 34.93 7.80 4.05 2.80 0.65 0.11 8 50.340 67.805 67.805 85.270
Group 6 35.04 7.80 4.05 2.80 0.65 0.11 8 50.450 67.970 67.970 85.490
Group 7 35.16 7.80 4.05 2.80 0.65 0.11 8 50.570 68.150 68.150 85.730
Group 8 35.33 7.80 4.05 2.80 0.65 0.11 8 50.740 68.405 68.405 86.070
Group 9 35.50 7.80 4.05 2.80 0.65 0.11 8 50.910 68.660 68.660 86.410
Group 10 36.50 7.80 4.05 2.80 0.65 0.11 8 51.910 70.160 70.160 88.410
Group 11 37.50 7.80 4.05 2.80 0.65 0.11 8 52.910 71.660 71.660 90.410
Group 12 38.50 7.80 4.05 2.80 0.65 0.11 8 53.910 73.160 73.160 92.410
Group 13 39.50 7.80 4.05 2.80 0.65 0.11 8 54.910 74.660 74.660 94.410
# Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule.
a Includes an amount withheld for supplemental dues.
b For classifications within each group, see page lOB.
e Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate.
d Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the
collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director
of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as
provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at
hnn://www.dir ca.Q"ov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at
(415) 703-4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9. contractors shall make travel and/or
subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft, classification or type of worker may be
obtained from the Prevailing Wage Unit at (415) 703.4774. You may obtain the Travel and/or subsistence provisions for the current determinations on the
Internet at htto://www.dir.ca.l!ovIDLSR/PWD. Travel and/or subsistence provisions for current or superseded determinations may be obtained by contacting
the Prevailing Wage Unil at (415) 703-4774.
-10A-2-
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORN[A LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND [773.[
FOR COMMERCIAL BU[LDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: # LANDSCAPE OPERATING ENGINEER
DETERMINATION: SC-63-12-33-2007-1
ISSUE DATE: February 22, 2007
EXPIRATION DATE OF DETER.t\fiNATION: September 30, 2007* Effective until superseded by a new detennination issued by the Director
of Industrial Relations. Contact the Division of Labor Statistics and Research (415) 703-4774 for the new rates after 10 days from the expiration
date, ifoo subsequent detennination is issued.
LOCALITY: An localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo,
Santa Barbara, and Ventura Counties.
Emnlover Payments
StraiQ"ht- Time
Overtime Hourlv Rate
CLASSIFICATION
(JOURNEYPERSON)
Basic
Hourly
Rate
Health Pension
and
Welfare
Vacation Training Other
and
Holiday
Hours. Total
Hourly
Rate
Daily Sunday Holiday
1 [/2X 2X 3X
Land'icaoe OoeratinQ: EnQ:ineer
Backhoe Operators
Forklifts. Tree Planting Equipment Qobsite)
HDR Welder-Landscape, Irrigation, Operating Engineers' Equipment
Roller Operators
Rubber-tired & Track Eartlunoving Equipment
Skiploader Operators
Trencher-3I horsepower and up $25.81 7.80 4.05 '2.80
0.65
0.05
8 41.16
54.065b 66.97 92.78'
# Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedules.
. Includes an amount per hour worked for supplemental dues.
b Rate applies to the first four overtime hours daily and the first twelve hours on Saturday. Thereafter use the Sunday overtime rate.
C All work performed on a dewatering operation on holidays and all other work on holidays except Labor Day and the I st Saturday following the
1st Friday in the months of June and December is paid at Sunday rate.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays
in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file
with the Director ofIndustrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the
prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current
determinations on the Internet at http://www.dir.ca.govIDLSR/PWD. Holiday provisions for current or superseded determinations may be
obtained by contacting the Prevailing Wage Unit at (4[5) 703-4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773. I and 1773.9, contractors shall
make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence
provisions for the current determinations on the Internet at httD://www.dir.ca.l!ov/DLSRlPWD. Travel and/or subsistence
. requirements for current or superseded determinations may he obtained by contacting the Prevailing Wage Unit at (4 [5) 703-4774.
w-C
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773!
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAIT, .TUNNEL (OPERATING ENGINEER)
DETERMINATION: SC.23.63-2-2006-IC
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: June 30, 2007* Effective until superseded by new determination issued by the Director of Industrial Relations. Contact the
Division of Labor Statistics and Research at (415) 703-4774 for new rates after to days from the expiration date, ifoo subsequent determination is issued
LOCALITY: All localities within Imperial, loyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara., and Ventura counties.
Emolover PavrnenL<; Straieht - Time Overtime Hourlv Rate
CLASSIFICATION Basic Health Pension Vacation! Training Other Hours Total Daill Saturday< Sunday/
(Joumeyperson) Hourly and Holiday' Payments Hourly Holiday
Rat, Welfare Rate 1l/2X 11/2X 2X
Classification Groups
Group 1 33.50 7.80 4.05 2.80 0.65 011 8 48.910 65,660 65.660 82.410
Group 2 34.28 780 4.05 280 0.65 011 8 49.690 66,830 66.830 83,970
Group 3 34.57 780 4,05 2.80 065 0.11 8 49,980 67,265 67,265 84.550
Group 4 34.71 780 4.05 2.80 0.65 0.11 8 50.120 67.475 67.475 84.830
Group 5 34.93 780 4.05 2.80 0.65 011 8 50.340 67.805 67,805 85,270
Group 6 3504 780 405 280 0.65 011 8 50.450 67.970 67,970 85.490
Group 7 3516 7.80 4.05 280 0.65 011 8 50.570 68.150 68.150 85,730
Group 8 35.33 780 4.05 280 065 0.1l 8 50,740 68.405 68.405 86.070
Group 9 35.46 7.80 405 2.80 0.65 011 8 50,870 68.600 68,600 86.330
II Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedule.
. Includes an amount withheld for supplemental dues.
b Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate
c Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining
agreement, applicable to the particular craft, classification. or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the
prevailing rate is not based on a collectively bargained rate. the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government
Code. You may obtain the holiday provisions for the CWTent determinations on the Internet at http://www.dirca I!"ovIDLSRfPWD Holiday provisions for current or superseded
determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773,9, contractors shall make travel and/or subsistence payments to
each worker to execute the work. Travel and/or subsistence requirements for each craft, classification or type of worker may be obtained from the Prevailing Wage Unit at
(415) 703-4774. You may obtain the Travel and/or subsistence provisions for the current determinations on the Internet at htto://www dir ca.i1:OvlDI SRlPWD Travel and/or
subsistence provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774
CLASSIFlCA nONS,
GrOgD 5
Bit Sharpener
Equipment Greaser (Grease Truck)
Instrumentman
Slip Form Pump Operator (power driven hydraulic
lifting device for concrete forms)
Tugger Hoist Operator (I drum)
Tunnel Locomotive Operator (over 10 and up to and
including 30 tons)
Welder-General
GrogD 1
Heavy Duty Repairman Helper
GrOgD 2
Skiploader (wheel type up to 3/4 yd. without
attachment)
GroUD 3
Chainman
Power-Driver Jumbo Fonn Setter Operator
Group 6
Backhoe Operator (up and including 3/4 yd,) Small
Ford, Case or similar
Drill Doctor
Grouting Machine Operator
Heading Shield Operator
Heavy Duty Repainnan
Jumbo Pipe Carrier
Group 4
Dinkey Locomotive or Motonnan (up to and including
10 tons)
Rodman
Loader Operator (Athey, Euclid, Sierra and similar
ty!"s)
Mucking Machine Operator (1/4 yd rubber tired, rail or
ttack ty!")
Pneumatic Concrete Placing Machine Operator
(Hackley-Presswellor similar type)
Pneumatic Heading Shield (Tunnel)
Pumpcrete Gun Operator
Tractor Compressor Drill Combination Operator
Tugger Hoist Operator (2 drum)
Tunnel Locomotive Operator (over 30 tons)
Group 7
Heavy Duty Repairman-Welder Combination
Group 8
Party Chief
Group 9
Tunnel Mole Boring Machine Operator
MISCELLANEOUS PROVISIONS,
I. Operators on hoists with three drums shall receive fifteen cents (15t) per hour additional pay to the regular rate of pay The addItional pay shall be added to the
regular rate and become the base rate for the entire shift
2. AU heavy-duty repainnen and duty repairmen-welder combination shall receive twenty-five cents (25t) per hour tool allowance in addition to their regular rate of
pay and this shall become their base rate of pay.
3. Employees required to suit up and work in a hazBIdous material environment, shall receive Two Dollars ($200) per hour in addition to their regular rate of pay,
and that rate shall become the basic hourly rate of pay.
,IO,D-
GENERAL PREY AILING WAGE DETERMINA nON MADE BY THE DIRECTOR OF INDUSTRIAL RELA nONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.]
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT, #TUNNEL (OPERATING ENGINEER) (MULTI-SHIFT)
DETERMINATION, SC-23-63-2-2006-ICl
ISSUE DATE: Augwt 22, 2006
EXPIRATION DATE OF DETERMINATION: June 30, 2007* Effective until superseded by new detennination issued by the Director of Industrial Relations. Contact the
Division of Labor Statistics and Research at (415) 703-4774 for new rates after 10 days from the expiration date, iCno subsequent determination is issued
LOCALITY: AU localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties
Emolover Pavment<; Strail!ht - Time Overtime Hourlv Rate
CLASSIFICA nON Basic Health Pension Vacation! Training Other Hours Total Dailyb Saturday' Sundayl
(Journeyperson) Hourly and Holiday. Payments Hourly Holiday
Rate Welfare Rate 11/2X 11/2X 2X
Classification Groups
Group I 33.50 780 4.05 2.80 0.65 0.11 7.5 48.910 65.660 65:660 82.410
Group 2 34.28 780 405 2.80 0.65 0.11 75 49.690 66.830 66.830 83.970
Group 3 34.57 780 4.05 2.80 0.65 0.11 7.5 49.980 67.265 67.265 84.550
Group 4 34.71 780 4.05 2.80 065 0.11 75 50.120 67.475 67.475 84.830
Group 5 3493 780 405 280 065 011 75 50.340 67.805 67.805 85.270
Group 6 35.04 780 405 2.80 065 Oil 75 50.450 67.970 67.970 85.490
Group 7 3516 780 405 2.80 0.65 0.1 I 7.5 50.570 68.150 68.150 85.730
Group 8 35.33 780 4.05 2.80 0.65 0.1 I 7.5 50.740 68.405 68.405 86.070
Group 9 35.46 780 405 280 0.65 0.1 I 75 50.870 68.600 68.600 86.330
# Indicates an apprenticeable craft Rates for apprentices are available in the General Prevail ing Wage Apprentice Schedule
. Includes an amount withheld for supplemental dues.
b Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate
, Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining
agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the
prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 ofthe Government
Code. You may obtain the holiday provisions for the current detenninations on the Internet at hnv.://W\';'W,dir,ca,l1:ovIDLSRJPWD Holiday provisions for current or superseded
detenninations may be obtained by contacting the Prevailing Wage Unit at (415) 703..4774
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to
each worker to execute the work. Travel and/or subsistence requirements for each craft, classification or type of worker may be obtained from the Prevailing Wage Unit at
(415) 703-4774. You may obtain the Travel and/or subsistence provisions for the current detenninations on the Internet at httn://W\';'W.diLca l1:ovIDLSRIPWD. Travel and/or
subsistence provisions for current or superseded detenninations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
CLASSIFICATIONS,
Grouo 5
Bit Sharpener
Equipment Greaser (Grease Truck)
Instrumentman
Slip Fonn Pump Operator (power driven hydraulic
lifting device for concrete forms)
Tugger Hoist Operator (I drum)
Twmel Locomotive Operator (over 10 and up to and
including 30 tons)
Welder-General
GrODn I
Heavy Duty Repainnan Helper
GroDn 2
Skiploader (wheel type up to 3/4 yd. without
attachment)
!im!u!.l
Chainman
Power-Driver Jumbo Form Setter Operator
Groun 6
Backhoe Operator (up and including 3/4 yd.) Small
Ford, Case or similar
Drill Doctor
Grouting Machine Operator
Heading Shield Operator
Heavy Duty Repainnan
Jumbo Pipe Carrier
Groun 4
Dinkey Locomotive or Motorman (up to and including
10 tons)
Rodman
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-Presswellor similar type)
Pneumatic Heading Shield (Tunnel)
Pumpcrete Gun Operator
Tractor Compressor Drill Combination Operator
Tugger Hoist Operator (2 drum)
Tunnel Locomotive Operator (over 30 tons)
GrODO 7
Heavy Duty Repainnan-Welder Combination
GrODO 8
Party Chief
GroDo 9
Tunnel Mole Boring Machine Operator
MISCELLANEOUS PROVISIONS,
I. Operators on hoists with three drums shall receive fifteen cents (1St) per hour additional pay to the regular rate of pay The additional pay shall be added to the
regular rate and become the base rate for the entire, shift
2 All heavy-duty repainnen and duty repairmen-welder combination shall receive hVenty-five cents (25t) per hour tool allowance in addition to their regular rate of
pay and this shall become their base rate of pay
3. Employees required to suit up and work in a hazardous material environment, shall receive Two Dollars ($2,00) per hour in addition to their regular rate of pay,
and that rate shall become the basic hourly rate of pay
-IO-D-I-
GENERAL PREY AILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART?, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 ANO 17731
FOR COMMERCIAL BUILDING, HIGHWAY, HEA YY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: #BUlLDlNG/CONSTRUCTlON INSPECTOR AND FIELD SOILS AND MATERIAL TESTER
DETERMINATION: SC-23-63-2-2006-ID
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: June 30, 2007. Effective until superseded by new determination issued by the Director of Industrial Relations. Contact the
Division of Labor Statistics and Research at (415) 703.4774 for new rates after 10 days from the expiration date, if no subsequent determination is issued
LOCALITY: All localities within Imperial, Ioyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties.
Emo\over Payments Straight-Time Overtime Hourlv Rate
CLASSIFICATION Basic Health Pension Vacation} Training Other Hours Total Daily Saturday Sunday /
(Joumeyperson) Hourly and Holiday" Payments Hourly Holiday
Rate Welfare Rale 11/2X II/2X 2X
Group 1 $32.43 7.80 4.05 2.80 065 0.11 8 $4784 $64.055 $64.055 $80.27
Group 2 34.21 7.80 4.05 280 0.65 0.11 8 $49.62 $66.725 $66.725 $83.83
Group 3 36.21 780 4.05 2.80 0.65 0.11 8 $51.62 $69.725 $69.725 $87.83
# Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedules.
"Includes an amount withheld for supplemental dues.
b Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate.
e Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining
agreement, applicable to the particular craft, classification, or type of worker employed on the proJect, which is on file with the Director of Industrial Relations. If the prevailing
rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You
may obtain the holiday provisions for the current determinations on the Internet at httn.llwww.dir.ca.~ovIDLSRlPWD Holiday provisions for current or superseded
determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to
each worker to execute the work. You may obtain the Travel and/or subsistence provisions for the current determinations on the Internet at httnllwww.dir.calwvIDLSRIPWD.
Travel and/or Subsistence provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774
CLASSIFICATIONS:
GROUP I
Field Soils and Materials Tester
Field Asphaltic Concrete (Soils and Materials Tester)
Field Earthwork (Grading Excavation and Filling)
GrOUD II
A WS-CWI Welding Inspector
Building / Construction Inspector
Licensed Grading Inspector
Reinforcing Steel
Reinforced Concrete
Pre-Tension Concrete
Post-Tension Concrete
Structural Steel and Welding Inspector
Glue-Lam and truss Joints
Truss-Type Joint Construction
Shear Wall and Floor System used as diaphragms
Concrete batch Plant
Spray-Applied Fireproofing
Structural masonry
GrouDIlI
Nondestructive Testing (NDT)
toE
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELA nONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773 I
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: #BUILDlNG/CONSTRVCTJON INSPECTOR AND f'IELD SOILS AND MATERIAL TESTER (SPECIAL SHIFT)
DETERMINATION: SC-23-63.2.2006.IDI
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: June 30. 2007* Effective until superseded by new determination issued by the Director of Industrial Relations Contact the
Division of Labor Statistics and Research at (415) 703-4774 for new rates after 10 days from the expiration date, if no subsequent determination is issued
LOCALITY: AJllocalities within Imperial, loyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties
Emolover Payments Straillht-Time Overtime Hourlv Rate
CLASSIF1CA nON Basic Health Pension Vacation! Training 00" Hours Total Daily (b) Saturday (c) Sunday!
(Jowneyperson) Hourly and Holiday (a) Payments Hourly Holiday
Rate Welfare Rate 1112X 1112X 2X
Classification Groups
Group I 32.93 780 405 280 0.65 0.11 8 48.34 64.805 64805 81.27
Group 2 34.71 7.80 405 2.80 0.65 OIl 8 50.12 67.475 67475 84.83
Group 3 3671 7.80 4.05 280 0.65 0.11 8 52.12 70.475 70.475 88.83
# Indicates an apprenticeable craft Rates for apprentices are available on the General Prevailing Wage Apprentice Schedules
. Includes an amount withheld for supplemental dues
b Rate applies to the first 4 overtime hours All other daily overtime is paid at the Sunday rate
. Rate applies ~o the first 12 hours worked. All other time is paid at the Sunday rate
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining
agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing
rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code You
may obtain the holiday provisions for the current detenninations on the Internet at hnn"//www dir ca.eovIDLSRlPWD. Holiday provisions for current or superseded
detenninations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to
each worker to execute the work. You may obtain the Travel and/or subsistence provisions for the current detenninations on the Internet at htto:l/www,dir.cal!ovIDLSRIPWD
Travel and/or Subsistence provisions for current or superseded detenninations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
CLASSIFlCA nONS:
GROUP I
Field Soils and Materials Tester
Field Asphaltic Concrete (Soils and Materials
Tester)
Field Earthwork (Grading Excavation and Filling
GROUP II
AWS-CWI Welding Inspector
Building / Construction Inspector
Licensed Grading Inspector
Reinforcing Steel
Reinforced Concrete
Pre-Tension Concrete
Post-Tension Concrete
Structural Steel and Welding Inspector
Glue-Lam and truss Joints
Truss-Type Joint Construction
Shear Wall and Floor System used as
diaphragms .
Concrete batch Plant
Spray-Applied Fireproofing
Structural masonry
GROUP III
Nondestructive Testing (NOT)
IO-G
GENERAL PREY AILING W AGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING. HIGHWAY. HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: #Bl!ILDlNG/CONSTRUCTION INSPECTOR AND FIELD SOILS AND MATERIAL TESTER (MUL TI.SHIFf)
DETERMINATION: SC-23-63-2-2006-1D2
ISSUE DATE: August 22. 2006
EXPIRATION DATE OF DETERMINATION: June 30. 2007* Effective until superseded by new determination issued by the Director of Industrial Relations. Contact the
Division of Labor Statistics and Research at (415) 703-4774 for new rates after 10 days from the expiration date, if no subsequent detennination is issued
LOCALITY: All localities within Imperial, Inya, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and Ventura counties
Emolover Payments Strail!ht~Time Overtime Hourlv Rate
CLASSIFICATION Basic Health Pension Vacation! Training Other Hours Total Daily (b) Saturday (c) Sundayl
(Joumeyperson) Hourly and Holiday (a) Payments Hourly Holiday
Rate Welfare Rate 1112X III2X 2X
Classification Groups
Group 1 33.43 780 4.05 2.80 065 0.11 8 48.84 65.555 65.555 82.27
Group 2 3521 780 4.05 2.80 0.65 0.11 8 5062 68225 68.225 8583
Group 3 37.21 7.80 4.05 2.80 0.65 0.11 8 52.62 71.225 71.225 89.83
# Indicates an apprenticeable craft. Rates for apprentices are available on the General Prevailing Wage Apprentice Schedules
. Includes an amount withheld for supplemental dues.
b Rate applies to the first 4 overtime hours. All other daily overtime is paid at the Sunday rate.
e Rate applies to the first 12 hours worked. All other time is paid at the Sunday rate
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining
agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the prevailing
rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code You
may obtain the holiday provisions for the current determinations on the Internet at httn:l/www.d~r.ca.lZovIDLSRlPWD Holiday provisions for current or superseded
determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or subsistence payments to
each worker to execute the work. You may obtain the Travel and/or subsistence provisions for the current determinations on the Internet at http://www.air.calZovIDLSRIPWD.
Travel and/or Subsistence provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
CLASSIFICA nONS:
GROUP I
Field Soils and Materials Tester
Field Asphaltic Concrete (Soils and Materials
Tester)
Field Earthwork (Grading Excavation and Filling
GROUP II
A WS-CWI Welding Inspector
Building / Construction Inspector
Licensed Grading Inspector
Reinforcing Steel
Reinforced Concrete
Pre-Tension Concrete
Post-Tension Concrete
Structural Steel and Welding Inspector
Glue~Lam and truss Joints
Truss-Type Joint Construction
Shear Wall and Floor System used as
diaphragms
Concrete batch Plant
Spray-Applied Fireproofing
Structural masonry
GROUP III
Nondestructive Testing (NDT)
IO-H
GENERAL PREVAILING W AGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWA Y, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: LANDFILL WORKER (OPERATING ENGINEER)
DETERMINATION: SC-63-12-41-200I-1
ISSUE DATE: August 22, 2001
EXPIRATION DATE OF DETERMINATION: July 24, 2002* Effective until superseded by a new detennination issued by the Director of
Industrial Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for the new rates after 10 days from the expiration
date, iroo subsequent determination is issued.
LOCALITY: All localities within Imperial, loyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo,
Santa Barbara, and V cotuca Counties.
Emolover Payments
Straillht- Time
Overtime Hourlv Rate
CLASSIFICATION
(Joumeyperson)
Basic
Hourly
Rate
Health
and
Welfarea
Pension
Vacation!
Holiday
Training
Other
Paymentsb
Hours Total
Hourly
Rate
Daily
SaturdayC
1I/2X
11I2X
Sunday/
Holiday
2X
Mechanic
Lead Equipment
Operator
$22.15
$4.21
$1.05
$l.78
$.06
$3.80
8 $33.05
$44.125
$44.125
$55.20
20.15
4.12
.95
1.61
.06
3.44
8 30.33
40.405
40.405
50.48
Lead Truck Driver/
Equipment Operator 19.15
4.07
.90
1.52
.06
3.26
8
28.96
38.535
38.535
48.11
Truck Driver-
End Dump/Walking
Floor/Low Bed 18.15
4.02
.85
1.44
.06
3.08
8
27.60
36.675
36.675
45.75
Truck Driver-
Roll Offi'Transfer
Station Loader
OperatorlMaintenance/
FuelerlMechanic
Helper 17.15
3.98
.80
1.35
.06
2.90
8
26.24
34.815
34.815
43.39
Scale House
Load CheckerIWater
Truck Driver/Parts
Runner
Laborer
16.15
3.93
.75
1.27
.06
2.72
8
24.88
32.955
32.955
41.03
IU5
9.15
3.70
3.61
.50
.40
.85
.68
.06
.06
1.81
1.45
8
8
18.07
15.35
23.645
19.925
23.645
19.925
29.22
24.50
. Includes an amount for Sick Leave.
b Amount for employee stock ownership.
C Rate applies to the sixth consecutive day of work.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in
the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project. which is on file with
the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate
shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on
the Internet at httn://www.dir.ca.QovIDLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the
Prevailing Wage Unit at (415) 703-4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9. contractors shall make travel
and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current
determinations on the Internet at httn://www.dir.ca.QovIDLSR/PWD. Travel and/or subsistence requirements for each craft. classification or type of
worker may be obtained from the Prevailing Wage Unit at (415) 703-4774.
IOF
GENERAL PREVAILING W AGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORN[A LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS [770, [773 AND [773.[
FOR COMMERC[AL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: LIGHT FIXTURE MAINTENANCE
DETERMINATION: SC-61 -44 I -2-2007- [
ISSUE DATE: February 22, 2007
EXPIRATION DATE OF DETERMINATION: June 3, 2007** The rate to be paid for work perfonned after this date has been determined. If
work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division ofLa~or
Statistics, and Research for specific rates at (415) 703~4774.
LOCALITY: AU localities within Orange County. For other counties please contact the Division of Labor Statistics and Research prior to Bid
Advertisement at (415) 703-4774.
Emolover Payments Straie.ht-time Overtime Hourlv Rate
CLASSIF[CA TION Basic Hea[th Pensiona Vacation/' Training Other Hours Total DailyC Saturday' Sunday!
(Joumeyperson) Hourly and Holiday Payments Hourly Holiday
Rate Welfare Rate I Y2X 1 Y2X 2X
Maintenance Electrician $22.49 4.88 5.00 0.35 0.25 8 $33.64 $45.23 $45.23 $56.8[
Outdoor Lighting
Technician $22.49 4.88 5.00 0.35 0.25 8 $33.64 $45.23 $45.23 $56.81
Serviceman
Start $[ 1.71 2.00 0.75 0.35 0.25 8 $15.4[ $21.44 $21.44 $27.47
6 months $12.84 2.00 0.75 0.35 0.25 8 $16.58 $23.19 $23.19 $29.80
12 months $13.74 2.00 0.75 0.35 0.25 8 $17.50 $24.58 $24.58 $31.65
18 months $15.70 2.00 0.75 0.35 0.25 8 $19.52 $27.6[ $27.61 $35.69
24 months $[7.59 2.00 0.75 0.35 0.25 8 $21.47 $30.53 $30.53 $39.59
Fixture Cleanerd
Start $8.08 2.00 0.75 0.35 0.25 8 $[ 1.67 $[5.83 $[5.83 $[9.99
3 months $8.79 2.00 0.75 0.35 0.25 8 $[2.40 $16.93 $[6.93 $21.46
9 months $IO.O[ 2.00 0.75 0.35 0.25 8 $[3.66 $[8.82 $[8.82 $23.97
12 months $11.9[ 2.00 0.75 0.35 0.25 8 $15.62 $21.75 $21.75 $27.88
a In addition an amount equal to 3% of the Basic Hourly Rate is added to the Total Hourly Rate and Overtime Hourly Rates for the National
Employees Benefit Board.
b VacationIHoliday pay is included in straight-time hourly rate.
e Rate applies to the first four (4) daily overtime hours and first twelve (12) hours worked on Saturday, all other overtime is paid at the
SundayfHoliday hourly rate.
d An additional SO.95/hour when performing re-ballasting work. Applies to each time period of the Fixture Cleaner classification.
Note: For second and third shift rates, please see pages 11-1 and 11-2.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in
the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with
the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate
shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on
the Internet at httn:/Iwww.dir.ca.Q:ov/DLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the
Prevailing Wage Unit at (415) 703-4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and I 773.9, contractors shall make travel and/or
subsistence payments to each worker to execute the work. You may obtain the travel and subsistence provisions for the current determinations on the
Internet at www.dir.caiwv. Travel and/or subsistence requirements for the current or superseded determinations may be obtained by contacting the
Prevailing Wage Unit at (415) 703-4774.
II
GENERAL PREVAILING WAGE DETERMINA nON MADE BY THE DIRECTOR OF INDUSTRIAL RELA nONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING. HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRA.'T: LIGHT FIXTURE MAINTENANCE (SECOND SHIFT)
DETERMINATION: SC.61.441.2.2007.1
ISSUE DATE: February 22, 2007
EXPIRATION DATE OF DETERMINATION: June 3, 2007** The rate to be paid for work performed after this date has been determined. If
work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor
Statistics and Research for specific rates at (415) 703-4774.
LOCALITY: All localities within Orange County. For other counties please contact the Division of Labor Statistics and Research prior to Bid
Advertisement at (415) 703.4774.
Emolover Payments Strail!"ht-time Overtime Hourlv Rate
CLASSIFICA nON Basic Health Pensiona Vacationlb Training Other Hours Total Daill Saturdal Sunday/
(Joumeyperson) Hourly and Holiday Payments Hourly Holiday
Rate Welfare Rate 11/2X 11/2X 2X
Maintenance Electrician $26.38 4.88 5.00 0.35 0.25 8 $37.65 $51.24 $45.23 $56.81
Outdoor Lighting
Technician $26.38 4.88 5.00 0.35 0.25 8 $37.65 $51.24 $45.23 $56.81
Serviceman
Start $13.74 2.00 0.75 0.35 0.25 8 $17.50 $24.58 $21.44 $27.47
6 months $15.06 2.00 0.75 0.35 0.25 8 $18.86 $26.62 $23.19 $29.80
12 months $16.12 2.00 0.75 0.35 0.25 8 $19.95 $28.26 $24.58 $31.65
18 months $18.42 2.00 0.75 0.35 0.25 8 $2232 $31.81 $27.61 $35.69
24 months $20.63 2.00 0.75 0.35 0.25 8 $24.60 $35.22 $30.53 $39.59
Fixture Cleanere
Start $9.48 2.00 0.75 0.35 0.25 8 $13.11 $18.00 $15.83 $19.99
3 months $10.31 2.00 0.75 0.35 0.25 8 $13.97 $19.28 $16.93 $21.46
9 months $11.74 2.00 0.75 0.35 0.25 8 $15.44 $21.49 $18.82 $23.97
12 months $13.97 2.00 0.75 0.35 0.25 8 $17.74 $24.93 $21.75 $27.88
a In addition an amount equal to 3% of the Basic Hourly Rate is added to the Total Hourly Rate and Overtime Hourly Rates for the National
Employees Benefit Board.
bVacationIHoliday pay is included in straight-time hourly rate.
"Rate applies to the first four (4) daily overtime hours. All other overtime is paid at the SundaylHoliday non-shift differential rate.
d Rate applies to the first eight (8) hours of work performed on Saturday, based on the Saturday non-shift differential rate. For all hours in excess of
the first eight hours of work performed on Saturday, use the SundaylHoliday non-shift differential hourly rate.
e An additional SO.95/hour when performing re-ballasting work. Applies to each time period of the Fixture Cleaner classification.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid. shall be all holidays in
the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with
the Director ofIndustrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate
shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for thc current determinations on
the Internet at hno://www.dir.ca.l!ov/DLSRlPWD. Holiday provisions for current or superseded determinations may be obtained by contacting the
Prevailing Wage Unit at (415) 703.4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.] and 1773.9, contractors shall make travel and/or
subsistence payments to each worker to execute the work. You may obtain the travel and subsistence provisions for the current determinations on the
Internet at www.dir.ca.llov. Travel and/or subsistence requirements for the current or superseded detenninations may be obtained by contacting the
Prevailing Wage Unit at (415) 703.4774.
11.1
GENERAL PREY AILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: LIGHT FIXTURE MAINTENANCE (THIRD SHIFT)
DETERMINATION: SC-61-441-2-2007-1
ISSUE DATE: February 22, 2007
EXPIRATION DATE OF DETERMINATION: June 3, 2007.. The rate to be paid for work performed after this date has been determined. If
work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of Labor
Statistics and Research for specific rates at (415) 703-4774.
LOCALITY: All localities within Orange County. For other counties please contact the Division of Labor Statistics and Research prior to Bid
Advertisement at (415) 703-4774.
Emolover Payments Straillht-time Overtime Hourlv Rate
CLASSIFICATION Basic Health Pensiona Vacationf Training Other Hours Total DailyC Saturdayd Sundayl
(Jowneyperson) Hourly and Holiday Payments Hourly Holiday
Rate Welfare Rate 1 Y2X I Y2X 2X
Maintenance Electrician $29.55 4.88 5.00 0.35 0.25 8 $40.92 $56.13 $45.23 $56.81
Outdoor Lighting
Technician $29.55 4.88 5.00 0.35 0.25 8 $40.92 $56.13 $45.23 $56.81
Serviceman
Start $15.39 2.00 0.75 0.35 0.25 8 $19.20 $27.13 $21.44 $27.47
6 months $16.87 2.00 0.75 0.35 0.25 8 $20.73 $29.41 $23.19 $29.80
12 months $18.05 2.00 0.75 0.35 0.25 8 $21.94 $31.24 $24.58 $31.65
18 months $20.63 2.00 0.75 0.35 0.25 8 $24.60 $35.22 $27.61 $35.69
24 months $23.1 I 2.00 0.75 0.35 0.25 8 $27.15 $39.05 $30.53 $39.59
Fixture Cleanere
Start $10.62 2.00 0.75 0.35 0.25 8 $14.29 $19.76 $15.83 $19.99
3 months $11.55 2.00 0.75 0.35 0.25 8 $15.25 $21.19 $16.93 $21.46
. 9 months $13.15 2.00 0.75 0.35 0.25 8 $16.89 $23.67 $18.82 $23.97
12 months $15.65 2.00 0.75 0.35 0.25 8 $19.47 $27.53 $21.75 $27.88
.. In addition an amount equal to 3% of the Basic Hourly Rate is added to the Total Hourly Rate and Overtime Hourly Rates for the National
Employees Benefit Board.
b VacationIHoliday pay is included in straight-time hourly rate.
e Rate applies to the first four (4) daily overtime hours. All other overtime is paid at the SundaylHoliday non-shift differential hourly rate.
d Rate applies to the first eight (8) hours of work perfonned on Saturday, based on the Saturday non-shift differential rate. For all hours in excess of
the first eight hours ofwark perfonned on Saturday, use the SundaylHoliday non-shift differential hourly rate.
e An additional SO.95/hour when perfonning re-ballasting work. Applies to each time period of the Fixture Cleaner classification.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in
the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, y.rhich is on file with
the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate
shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current detenninations on
the Internet at httD://www.dir.ca.l?ov/DLSRlPWD. Holiday provisions for current or superseded detenninations may be obtained by contacting the
Prevailing Wage Unit at (415) 703-4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel and/or
subsistence payments to each worker to execute the work. You may obtain the travel and subsistence provisions for the current detenninations on the
Internet at www.dir.ca.l!ov. Travel and/or subsistence requirements for the current or superseded detenninations may be obtained by contacting the
Prevailing Wage Unit at (415) 703-4774.
11-2
GENERAL PREY AILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS PURSUANT TO CALIFORNIA
LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: LIGHT FIXTURE MAINTENANCE
DETERMINATION: SC-61-569-20-2007-1
ISSUE DATE: February 22, 2007
EXPIRATION DATE OF DETERi\1INA TION: December 31, 2007* Effective until superseded by a new determination issued by
the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for the new rates after 10 days from the
expiration date, if no subsequent determination is issued.
LOCALITY; All localities within Imperial and San Diego counties. For other counties please contact the Division of Labor Statistics and Research
prior to Bid Advertisement at (415) 703-4774.
Emolover Payments Strail!ht- Time Overtime
CLASSIFICA nON Basic Health Vacation Total Daily Sixth Seventh
(Joumeyperson) Hourly and and Hourly Day Day
Rate Welfare Pension Holiday Training Hours Rate 11/2X 11/2X 2X
Fixture Cleaner
0- 15 months 7.57 1.04 .02 .41' 8 9.04 12.825 12.825 16.61
15 months 7.94 1.04 .02 .43' 8 9.43 13.40 13.40 17.37
18 months 8.31 1.04 .02 .45' 8 9.82 13.975 13.975 18.13
21 months 8.68 1.04 .02 .47' 8 10.21 14.55 14.55 18.89
24 months 9.04 1.04 .02 .66' 8 1O.76b 15.28b 15.28b 19.80b
Serviceman
Start 9.59 1.04 .02 .52' 8 11.17 15.965 15.965 20.76
3 months 9.89 1.04 .02 .53' 8 11.48 16.425 16.425 21.37
6 months 10.19 1.04 .02 .55' 8 11.80 16.895 16.895 21.99
9 months 10.49 1.04 .02 .56' 8 12.11 17.355 17.355 22.60
12 months 10.79 1.04 .02 .58' 8 12.43 17.825 17.825 23.22
I 5 months 11.09 1.04 .02 .60' 8 12.75 18.295 18.295 23.84
18 months 11.39 1.04 .02 .61' 8 13.06 18.755 18.755 24.45
2 I months 11.69 1.04 .02 .63' 8 13.38 19.225 19.225 25.07
24 months 11.96 1.04 .02 .87' 8 13.89b 19.87b 19.87b 25.85b
IHoliday pay is based upon nine paid holidays. The Vacation pay is based upon the following: One week after one year of service, two weeks after
two years of service, three weeks after 10 years of service.
b Reflects Vacation /Holiday rate for more than two years of service. Does not reflect rates for 10 or more years of service as required in footnote "a",
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all
holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project,
which is on file with the Director ofIndustrial Relations. If the prevailing rate. is not based on a collectively bargained rate, the holidays
upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday
provisions for the current determinations on the Internet at htto:/lwww.dir.ca.l!ov/DLSR/PWD. Holiday provisions for current or superseded
determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel
and/or subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft, classification or
type of worker may be obtained from the Prevailing Wage Unit at (415) 703-4774.
IIA
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHW A Y, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: LIGHT FIXTURE MAINTENANCE
DETERMINATION: SC-830-61-1-2000-1
ISSUE DATE: February 22, 2000
EXPIRATION DATE OF DETERMINATION: April I ,2000. Effective until superseded by a new determination issued by the
Director oflndustrial Relatioos. Contact the Division of Labor Statistics and Research at (415) 703-4774 for the new rates after 10
days from the expiration date, if no subsequent determination is issued. .
LOCALITY: All localities within Riverside county. For other counties please contact the Division of Labor Statistics and
Research prior to Bid Advertisement at (415) 703-4774.
Emolover Payments Straieht- Time Overtime Hourlv Rate
CLASSIFICATION Basic Health Pension Vacation Training Hours Total Daily Saturday Holiday
Hourly and and Hourly & Sunday
Rate Welfare Holiday Rate I J/2X IJ/2X 2X
Lighting Maintenance
Service Person $11.00 .29 .34 8 11.63 17.13 17.13 22.63
DETERMINATION: SC-830-61-2-200Q-l
ISSUE DATE: February 22, 2000
EXPIRATION DATE OF DETERMINATION: April I, 2000. Effective until superseded by a new determination issued by the
Director oflndustrial Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for the new rates after 10
days from the expiration date, if no subsequent determination is issued.
LOCALITY: All localities within San Bernardino county. For other counties please contact the Division of Labor Statistics and
Research prior to Bid Advertisement at (415) 703-4774.
Emolover Payments Straieht- Time Overtime Hourlv Rate
CLASSIFICATION Basic Health Pension Vacation Training Hours Total Daily Sunday
Hourly and and Hourly Holiday
Rate Welfare Holiday Rate I J/2X 1112X
Lighting Maintenance
Service Person $13.56 2.43 .39 .50 8 16.88 23.66 23.66
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall
be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed
on the project, which is on file with the Director ofIndustrial Relations. If the prevailing rate is not based on a collectively
bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 oflhe Government
Code. You may obtain the holiday provisions for the current determinations on the Internet at htto://www.dir.ca.eov/DLSRlPWD.
Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-
4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall
make travel and/or subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each
craft, classification or type of worker may be obtained from the Prevailing Wage Unit at (415) 703-4774.
liB
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: FIRE SAFETY AND MISCELLANEOUS SEALING
DETERMINATION: SC-3-5-4-2006-1
ISSUE DATE: August 22,2006
EXPIRATION DATE OF DETERMINATION: June 30, 2007. Effective until superseded by a new determination issued by the Director of Industrial
Relations. Contact the Division of Labor Statistics and Research (415) 703-4774 for the new rates after to days from the expiration date, ifoo subsequent
determination is issued.
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa
Barbara, and Ventura counties.
Emnlover Payments Straii!ht-Time Overtime Hourlv Rate
CLASSIFICATION Basic Healtlt Pension Vacation/ Other Hours Total Dailya Saturdayi Sunday
(JOURNEYPERSON) Hourly and Holiday Hourly and
Rated Welfareb Rate 11/2X 11/2X Holiday
ASBESTOS WORKER
Fire Safety Technician - Class I e
(0-2000 hrs) $11.95 $5.17 $4.46 $0.90 8 $22.48 $28.46 $28.46 $34.43
Fire Safety Technician - Class II e
(2001-4000 hrs) S16.75 $5.17 $4.46 $1.26 8 $27.64 $36.02 S36.02 S44.39
Fire Safety Technician - Class me
(4001-6000 hrs) $17.68 $5.17 S4.46 $1.33 8 $28.64 $37.48 S37.48 $46.32
Fire Safety Technician. Class lye
(6001 or more Itrs) $20.31 $5.17 $4.46 $1.53 8 $31.47 $41.63 $41.63 $51.78
DETERMINATION: SC-204-X-18-2006-1
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: June 30, 2007* Effective until superseded by a new determination issued by the Director oflndustrial
Relations. Contact the Division of Labor Statistics and Research (415) 703-4774 for the new rates after 10 days from the expiration date, ifno sub~equent
determination is issued.
LOCALITY: AU localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa
Barb~ and Yentura counties.
PLUMBER
Fire Safety Technician - Class I e
(0 -2000 hrs) $12.67 $5.27 $3.44 $1.00 SO.IO 8 $22.48 $28.82 $28.82 S35.15
Fire Safety Technician - Class II e
(2001-4000 hrs) S17.33 $5.27 $3.44 $1.50 $0.10 8 $27.64 $36.31 $36.31 $44.97
Fire Safety Technician - Class IUC
(4001-6000 hrs) S18.33 S5.27 S3.44 SI.50 SO. 10 8 S28.64 S37.81 S37.81 S46.97
Fire Safety Technician - Class lye
(6001 or more hrs) $20.16 $5.27 S3.44 S2.50 SO. 10 8 $31.47 $41.55 $41.55 S51.63
b
Rate applies to the first 4 daily overtime hours and the first 12 hours worked on Saturday. All other overtime is at the Sunday & Holiday rate.
Includes an amount for Occupational Health and Research (Applies to Asbestos Worker classifications only).
The 1st man on ajob site shall be a Class IY Fire Safety Technician. A Class IY must be on ajob site at all times.
Includes an amount per hour worked for Administrative Dues.
d
RECOGNIZED lIOLIDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the
collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the
Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be
paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet
at htto:/Iwww.dir.ca2ovIDLSR/PWD. Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage
Unit at (415) 703-4774.
lRA VEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9. contractors shall ~ake travel and/or
subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft, classification or type of worker may be
obtained from the Prevailing Wage Unit at (415) 703-4774.
IIC
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: FIRE SAFETY AND MISCELLANEOUS SEALING (SHIFT)
DETERMINATION: SC-3-5-4-2006-1
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETER~.1JNA TION: June 30, 2007. Effective until superseded by a new detennination issued by the Director of Industrial
Relations. Contact the Division of Labor Statistics and Research (415) 703-4774 for the new rates after 10 days from the expiration date, ifoo subsequent,
detennination is issued.
LOCALITY: All localities within Imperial, loyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa
Barbara, and Ventura counties.
Emnlover Payments Straieht. Time Overtime Hourlv Rate
CLASSIFICATION Basic Health Pension Vacationl Other Hours Total Dailya Saturdaya Sunday
(JOURNEYPERSON) Hourly and Holida)' Hourly and
Rated Welfareb Rate 11/2X 11/2X Holiday
ASBESTOS WORKER
Fire Safety Technician - Class I e
(0-2000 hrs) $12.55 $5.17 $4.46 $0.90 8 $23.08 $29.36 $29.36 $35.63
Fire Safety Technician - Class II e
(2001-4000 hrs) $17.59 $5.17 $4.46 $1.26 8 $28.48 $37.28 $37.28 $46.07
Fire Safety Technician - Class me
(4001-6000 hrs) $18.56 $5.17 $4.46 $1.33 8 $29.52 $38.80 $38.80 $48.08
Fire Safety Technician - Class lye
(6001 or more hrs) $21.33 $5.17 $4.46 $1.53 8 $32.49 $43.16 $43.16 $53.82
DETERMINATION: SC-204-X-18-2006-1
ISSUE DATE: August 22,2006
EXPIRATION DATE OF DETERMINATION: June 30, 2007* Effective until superseded by a new determination issued by the Director of Industria!
Relations. Contact the Division of Labor Statistics and Research (415) 703-4774 for the new rates after 10 days from the expiration date, ifno subsequent
determination is issued.
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange. Riverside, San Bernardino, San Diego, San Luis Obispo, Santa
Barbara, and Ventura counties.
PLUMBER
Fire Safety Technician. Class I e
(0 -2000 hrs) $13.30 $5.27 $3.44 $1.00 $0.10 8 $23.11 $29.76 $29.76 $36.4 I
Fire Safety Technician - Class II e
(2001-4000 hrs) $18.20 $5.27 $3.44 $1.50 $0.10 8 $28.51 $37.61 $37.61 $46.71
Fire Safety Technician - Class me
(4001-6000 hrs) $19.25 $5.27 $3.44 $1.50 $0.10 8 $29.56 $39.19 $39.19 $48.8t
Fire Safety Technician - Class lye
(6001 or more hrs) $21.17 $5.27 $3.44 $2.50 $0.10 8 $32.48 $43.07 $43.07 $53.65
Rate applies to the first 4 daily overtime hours and the first 12 hours worked on Saturday. All other overtime is at the Sunday & Holiday rate.
Includes an amount for Occupational Health and Research (Applies to Asbestos Worker classifications only).
The 1st man on ajob site shall be a Class IY Fire Safety Technician. A Class IY must be on ajob site at all times.
Includes an amount per hour worked for Administrative Dues.
d
RECOGNIZED MOLIDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the
col.lective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the
Director ofIndustrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be
paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current detenninations on the Internet
at hnn:/lwww.dir.ca.20vIDLSR/PWD. Holiday provisions for current or superseded detenninations may be obtained by contacting the Prevailing Wage
Unit at (415) 703-4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel andlor
subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each craft, classification or type of worker may be
obtained from the Prevailing Wage Unit at (415) 703-4774.
lID
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2. SECTIONS 1770. 1773 AND 1773.1
FOR COMMERCIAL BUILDING. HIGHW A Y. HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: # BOILERMAKER (FOR PIPELINES)
DETERMINATION: SC-14-X-9-2004-1
ISSUE DATE: February 22, 2004
EXPIRATION DATE OF DETERMINATION: June 30, 2004* Effective until superseded by new detennination issued by the
Director of Industrial Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for new rates after 10
days from the expiration date, if no subsequent determination is issued.
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San
Luis Obispo, Santa Barbara, and V cotura counties.
Emplover Payments Strai.ht- Time Overtime Hourlv Rate
CLASSIFICATION Basic Health Pensionb Vacation/ Training Other Hours Total Daily Saturday Sunday/
(Journeyperson) Hourly and Holiday Payments Hourly Holiday
Rate Welfare Rate 11/2X 11/2X 2X
Boilennaker/
Boilennaker Welder $28.3 I $5.77 $7.50 a $0.50 $0.24 8 $42.32 $56.475 $56.475 $70.63
# Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedules.
. Included in the Basic Hourly Rate.
b .
Includes an amount for AnnUity Trust Fund.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall
be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed
on the project, which is on file with the Director ofIndustrial Relations. If the prevailing rate is not based on a collectively
bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government
Code. You may obtain the holiday provisions for the current determinations on the Internet at htto:/lwww.dir.ca.llovIDLSRlPWD.
Holiday provisions for current or superseded detenninations may be obtained by contacting the Prevailing Wage Unit at (415) 703-
4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall
make travel and/or subsistence payments to each worker to execute the work. Yau may obtain the travel and/or subsistence
provisions for the current determinations on the Internet at hnn://www.dir.ca.lZov/DLSRlPWD. Travel and/or subsistence
requirements for each craft, classification or type of worker may be obtained from the Prevailing Wage Unit at (415) 703-4774.
12-A
GENERAL PREY AILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEA YY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: #LABORER AND RELATED CLASSIFICATIONS
DETERMINATION: SC-23-102-2-2006-2
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: June 30, 2007** The rate to be paid for work perfonned after this date has been
detennined. Ifwork will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the
Division of Labor Statistics and Research for specific rates at (415) 703-4774.
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo,
Santa Barbara, and Ventura counties.
Emolover Payments Strailzht- Time Overtime Hourly Rates
Classification a Basic Health Pension Vacationl Training Other Hours Total Dail/ Saturday be Sunday
(Joumeyperson) Hourly and and Payment Hourly and
Rate Welfare Holidal Rate 11/2X 11/2X Holiday
CLASSIFICATION GROUPS
Group I $22.84 4.16 5.25 3.16 0.47 0.27 8 36.15 47.57 47.57 58.99
Group 2 23.39 4.16 5.25 3.16 0.47 0.27 8 36.70 48.395 48.395 60.09
Group 3 23.94 4.16 5.25 3.16 0.47 0.27 8 37.25 49.22 49.22 61.19
Group 4 25.49 4.16 5.25 3.16 0.47 0.27 8 38.80 51.545 51.545 64.29
Group 5 25.84 4.16 5.25 3.16 0.47 0.27 8 39.15 52.07 52.07 64.99
#Indicates an apprenticeable craft. Rates for apprentices are availahle in the General Prevailing Wage Apprenticeship Schedules.
a For classification within each group, see page 14.
. b Any hours worked over 12 hours in a single workday are double (2) time.
C Saturdays in the same work week may be worked at straight-time if job is shut down during work week due to inclement weather
or similar Act of God, or a situation beyond the employers control.
d Includes an amount per hour worked for supplemental dues
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall
be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed
on the project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively
bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government
Code. You may obtain the holiday provisions for the current detenninations on the Internet at httn://www.dir.ca.lwvIDLSRlPWD.
Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at
(415) 703-4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.\ and 1773.9, contractors shall
make travel andlor subsistence payments to each worker to execute the work. You may obtain the travel andlor subsistence
provisions for the current determinations on the Internet at htlD://www.dir.ca.gov/DLSR/PWD. Travel and/or subsistence
requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
13
DETERMINATION: SC-23-I02-2-2006-2
CLASSIFICATION GROUPS
GROUP]
Boring Machine Helper (Outside)
Cleaning and Handling afPanel Forms
Concrete Screeding for Rough Strike-Off
Concrete, Water Curing
Demolition Laborer, the cleaning of brick if performed by an employee
performing any other phase of demolition work, and the cleaning of lumber
Fiberoptic Installation, Blowing, Splicing, and Testing Technician on public
right.of- way only
Fire Watcher, Limbers, Brush Loaders, Pilers and Debris Handlers
Flagman
Gas, Oil andfor Water Pipeline Laborer
Laborer, General or Construction
Laborer, General Cleanup
Laborer, Jetting
Laborer. Temporary Water and Air Lines
Plugging, Filling ofShee-Bolt Holes; Dry Packing of concrete and Patching
Post Hole Digger (Manual)
Railroad Maintenance, Repair Trackman and Road Beds; Streetcar and Railroad
Construction Track laborers
Rigging and Signaling
Scaler
Slip Form Raisers
Tarman and Mortar Man
Tool Crib or Tool House laborer
Traffic Control by any method
Water Well Driller Helper
Window Cleaner
Wire Mesh Pulling - All Concrete Pouring Operations
GROUP 2
Asphalt Shoveler
Cement Dumper (on I yard or larger mixer and handling bulk cement)
Cesspool Digger and Installer
Chucktender
Chute Man., pouring concrete. the handling of the chute from readymix trucks,
such as walls. slabs, decks, floors. foundations, 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 Man
Guinea Chaser
Headerboard Man.Asphalt
Installation of all Asphalt Overlay Fabric and Materials used for Reinforcing
Asphalt
Laborer, Packing Rod Steel and Pans
Membrane Vapor Barrier Installer
Power Broom Sweepers (small)
Riprap Stonepaver, placing stone or wet sacked concrete
Roto Scraper and Tiller
Sandblaster (Pot Tender)
Septic Tank Digger and InstaJler (Ieadman)
Tank Scaler and Cleaner
Tree Climber, Faller, Chain Saw Operator, Pittsburgh Chipper and similar type
Brush Shredders
Underground Laborer. including Caisson Bellower
GROUP 3
Buggymobile Man
Compactor (all types including Tampers, Barko, Wacker)
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-inch pipe and over by any method,
inside and out
High Scaler (including drilling of same)
Impact Wrench, Multi-Plate
Kettlemen, Potmen and Men applying asphalt, lay-kold, creosote, lime caustic
and similar type materials
Laborer, Fence Builder
Material Hoseman (Walls, Slabs, Floors and Decks)
Operators of Pneumatic, Gas, Electric Tools, Vibrating Machines, Pavement
Breakers, Air Blasting, Come-Alongs, and similar mechanical tools not
separately classified herein; operation of remote controlled robotic tools in
connection with laborers work
Pipelayer's backup man., coating, grouting, making of joints, sealing, caulking,
diapering and including rubber gasket joints, pointing and any and all other
services
Power Post Hole Digger
Rock Slinger
Rotary Scarifier or Multiple Head Concrete Chipping Scarifier
Steel Headerooard Man and Guideline Setter
Trenching Machine, Hand Propelled
GROUP 4
Any Worker Exposed to Raw Sewage
Asphalt Raker, Luteman, Ironer, Asphalt Dumpman, and Asphalt Spreader
Boxes (all types)
Concrete Core Cutter (walls, floors or ceilings), Grinder or Sander
Concrete Saw Man, 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 Bootman
laser Beam in connection with laborer's work
Oversize Concrete Vibrator Operator. 70 pounds and over
Pipelayer
Prefabricated Manhole Installer
Sandblaster (Nozzleman), Water Blasting, Porta Shot.Blast
Traffic Lane Closure, certified
GROUPS
Blasters Powderman
Driller
Toxic Waste Removal
Welding. certified or otherwise in connection with Laborers' work
14
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: TUNNEL WORKER (LABORER)
DETERMINATION: SC-23-102-12-2007-1
ISSUE DATE: February 22, 2007
EXPIRATION DATE OF DETERMINATION: June 30, 2007" The rale 10 be paid for work perfonned after this date has been delennined. If
work will extend past this date, the new rate must be paid and should be incorporated in contracts into now. Contact the Division of Labor
Statistics and Research al (415) 703-4774.
LOCALITY: AU localities within Imperial, loyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and
V cotura Counties.
Emolover Payments StraiQht- Time Overtime Hourlv Rate
Classification Basic Health Pension VaeationJ Training Other Hours Total Daily Saturday Sunday
(Joumeyperson) Hourly and Holiday Payments Hourly and
Rate Welfare Rate 11/2X' 11l2Xc Holiday
Group I S27.00 S4.16 S5.25 '$3.35 S.57 SO.17 8 S40.50 S54.00 S54.00 S67.50
Group It S27.32 S4.16 S5.25 '3.35 S.57 SO.17 8 S 40.82 S54.48 S54.48 S68.14
Group III S27.78 S4.16 S5.25 '3.35 S.57 SO.17 8 S41.28 S55.17 S55.17 S69.06
. Group IVb S28.47 S4.16 S5.25 '3.35 S.57 SO. 17 8 S41.97 S56.205 S56.205 S70.44
. Includes an amount per hour worked for supplemental dues.
b The classification "Shaft and Raise Work" shall be applicable to all work from the entrance to the shaft or raise and including surge chambers. This
classification shall apply to all work involving surge chambers up to ground level.
C All work perfonned over 12 hours in a single work day shall be paid for at double time (2x).
CLASSIFICATIONS
Croun]
Batch Plant Laborer
Changehouseman
Durnpman
Outside Dumpman
Loading and Unloading Agitator Cars
Nipper
Pot Tender using mastic or other materials
Rollover Durnpman
Sholerel. Man (helper)
Swamper (Brakeman and Switchman on tunnel work)
Tool Man
Tunnel Materials Handling Man
Croun II
Bull Gang Mucker
Trackman
Chemical Grout Jetman
Chucktender
Cabletender
Concrete crew~include Rodders and Spreaders
Grout Mixennan
Grout Pumpman
Operating of Trowling and/or Grouting Machines
Vibratonnan
Jack Hammer Pneumatic Tools (except driller)
Croun III
Blaster
Driller
Powdennan
Cheny Pickennan
Grout Gunman
Jackleg Miner
Jumbo Man
Kemper and other Pneumatic Concrete Placer Operator
Miner - Tunnel (hand or machine)
Micro-Tunneling, Micro-Tunneling Systems
Nozzleman
Powdennan-Primer House
Primer Man
Sandblaster
Segment Erector
Steel Fonn Raiser and Setter
Timbennan, Retimberman, wood or steel
Tunnel Concrete Finisher
Croun IV
Shaft and Raise Workb
Diamond Driller
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the collective bargaining
agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director of Industrial Relations. If the
prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shaH be as provided in Section 6700 of the Government
Code_ You may obtain the holiday provisions for the current determinations on the Internet at htto"llwww dir ca_e:ovIDLSR/PW:O Holiday provisions for current or
superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773_1 and 1773.9, contractors shall make travel and/or subsistence payments to
each worker to execute the work_ You may obtain the travel and/or subsistence provisions for the current determinations on the Internet at http://VwWW_diLca.e:ovIDLSRIPWD
Travel and/or subsistence requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774
15
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: GUNITE WORKER (LABORER)
DETERMINATION: SC-I 02-345-1-2007- I
ISSUE DATE: February 22, 2007
EXPIRATION DATE OF DETERMINATION: June 30, 2007** The rate to be paid for work performed after this date has been
determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact
the Division of Labor Statistics and Research for specific rates at (415) 703-4774.
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo, Santa
Barbara, and Ventura counties.
Emplover Payments Strail!ht- Time Overtime Hourlv Rate
Classification Basic Health Pension Vacation Other Hours Total Daily Saturday' Sunday
(Journeyperson) Hourly and and Payments Hourly and
Rate Welfare Holiday Rate I 1I2Xb 2X 11/2X' 2X Holiday
Ground Wire Man,
Nozzleman, Rodman $25.69' 4.15 8.70 ' 3.62 0.03 8 42.19 55.035 67.88 55.035 67.88 67.88
Gunman 24.74' 4.15 8.70 ' 3.62 0.03 8 41.24 53.61 65.98 53.61 65.98 65.98
Reboundman 21.20' 4.15 8.70 ' 3.62 0.03 8 37.70 48.30 58.90 48.30 58.90 58.90
Entry-Level Gunite Worker
Step I' (0-1000 hours) 14.95' 0.00 3.45 ' 3.62 0.03 8 22.05 29.525 37.00 29.525 37.00 37.00
Entry-Level Gunite Worker
Step 2' (1001- 2000 hours) 16.95' 0.00 3.45 '3.62 0.03 8 24.05 32.525 41.00 32.525 41.00 41.00
I Includes an amount per hour worked for Supplemental Dues.
b Rate applies to the first 3 overtime hours.
, Rate applies to the first I I overtime hours.
'Employees working from a Bos'n's Chair or suspended from a rope or cable shall receive $OAO/hour above this rate.
'Ratio is one Entry- Level Gunite Worker for the I" 4 Journeymen (although the Entry-Level Gunite Worker may be the 20' worker on the
job) and I Entry-Level Gunite Worker for every 4 Journeymen thereafter (the Entry-Level Gunite Worker may not be on the job until after
all 4 Journeymen are on the job).
f In the event it is not reasonably possible to complete forty (40) hours of work on an eight (8) hour day shift, Monday through Friday, then
the balance of the forty (40) hours may be worked on Saturday at the straight time rate.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all
holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project,
which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays
upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday
provisions for the current determinations on the Internet at hllD://www.dir.ca..ov/DLSR/PWD. Holiday provisions for current or superseded
determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make
travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the
current determinations on the Internet at htto://www.dir.ca.2ov/DLSR/PWD. Travel and/or subsistence requirements for current or
superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
16
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELA TlONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: HOUSEMOVER (LABORER)
DETERMINATION: SC-102-507-1-2000-1
ISSUE DATE: February 22, 2000
EXPIRATION DATE OF DETERMINATION: April 1, 2000. Effective until superseded by a new determination issued by the
Director ofIndustrial Relations. Contact the Division of Labor Statistics and Research (415) 703-4774 for the new rates after 10
days from the expiration date, if no subsequent determination is issued.
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo,
Santa Barbara and V cotuea Counties
Emolover Payments Strai.ht- Time Overtime Hourlv Rates
Classification Basic Health Pension Vaeation! Hours Total Daily Saturdayb Sunday
(Journeyperson) Hourly and Holiday Hourly and
Rate Welfare Rate 1 1I2X 1 1I2X Holiday
Housemover $15.37 $4.00 $3.14 '$1.05 8 $23.56 $31.245 $31.245 $38.93
Yard Maintenance Wocker 15.12 4.00 3.14 ' 1.05 8 23.31 30.87 30.87 38.43
Trainee 0 - 3 Months 7.87 4.00 3.14 '1.05 8 16.06 19.995 19.995 23.93
3 - 6 Months 8.22 4.00 3.14 '1.05 8 16.41 20.52 20.52 24.63
6 - 9 Months 8.57 4.00 3.14 '1.05 8 16.76 21.045 21.045 25.33
9 - 12 Months 8.92 4.00 3.14 '1.05 8 17.11 21.57 21.57 26.03
12 - 15 Months 9.27 4.00 3.14 '1.05 8 17.46 22.095 22.095 26.73
15 - 18 Months 9.62 4.00 3.14 ' 1.05 8 17.81 22.62 22.62 27.43
18 - 21 Months 9.97 4.00 3.14 '1.05 8 18.16 23.145 23.145 28.13
21 - 24 Months 10.32 4.00 3.14 ' 1.05 8 18.51 23.67 23.67 28.83
a Includes an amount per hour worked for supplemental dues.
b Saturdays in the same work week may be worked at straight-time if job is shut down during the normal workweek due to
inclement weather.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall
be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed
on the project, which is on file with the Director ofIndustrial Relations. (fthe prevailing rate is not based on a collectively
bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government
Code. You may obtain the holiday provisions for the current determinations on the Internet at htto:/Iwww.dir.ca..ov/DLSRlPWD.
Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-
4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall
make travel and/or subsistence payments to each worker to execute the work. Travel and/or subsistence requirements for each
craft, classification or type of worker may be obtained from the Prevailing Wage Unit at (415) 703-4774.
17
STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS
Office of the Director
455 Golden Gate Avenue, 10th Floor
San Francisco, CA 94102
Arnold Schwarzenegger, Governor
MAILING ADDRESS,
P. O. Box 420603
San Francisco, CA 94142-0603
@
August 22, 2006
NOTICE REGARDING ADVISORY SCOPE OF WORK FOR
THE SOUTHERN CALIFORNIA AND SAN DIEGO
LANDSCAPEIIRRIGATION LABORERtfENDERS'
GENERAL PREVAILING WAGE DETERMINATIONS
The classifications and types of work listed below,.as identified in the Laborers' 2003-2008
Landscape Master Agreement by and between the Southern California District Council of
Laborers and California Landscape and Irrigation Council, Inc., have not been published or
recognized by the Department of Industrial Relations in the August 22, 2006 issuance of the
Southern California and San Diego Landscape/Irrigation Laborer/Tenders' general determinations,
SC-I02-X-14-2006-1 and SD-102-X-14-2006-1. The rates associated with these unrecognized
classifications and types of work SHALL NOT be applied or used on public works projects for
the associated type of work. .
The following classifications and types of work have not been adopted for public works projects:
Classifications
. Landscape/Irrigation Equipment Operator
. Landscape/Irrigation Truck Driver
Types of Work
. The operation of horizontal directional drills, including operation of drill and electronic
tracking device (locator) and related work.
. Installation and cutting of pavers and paving stones.
. Operation of pilot trucks.
. "The operation of all landscape/irrigation equipment and landscape/irrigation trucks.
" This shall include all of the classifications listed in the prevailing wage determinations
for Landscape Operating Engineer (SC-63-12-33-2006-1), Operating Engineers
(SC-23-63-2-2006-2 and SD-23-63-3-2005-1), and Teamster (SC-23-261-2-2005-l
and SD-23-261-3-2006-1) in all the Southern California counties, including San Diego County.
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: #LANDSCAPEIIRRIGA T10N LABORERffENDER
DETERMINATION: SC-I 02-X-14-2006- I
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: July 31, 2007" The rate to be paid for work perfonned after this date has been
detennined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now.
Contact the Division of Labor Statistics and Research for specific rates at (415) 703-4774. .
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo,
Santa Barbara and Ventura counties.
Emolover Payments Strai.ht- Time Overtime Hourlv Rate
CLASSIFICATION Basic Health Pension Vacation Training Other Hours Total Daily' Saturday' Sunday/
(Journeyperson) Hourly and and Hourly Holiday
Rate Welfare Holiday Rate 1112X I I12X 2X
LandscapelIrrigation Laborer $22.24 $4.15 $5.25 $3.16' $0.47 $0.27 8 $35.54 $46.66 $46.66 $57.78
Landscape Hydro Seeder $23.34 $4.15 $5.25 $3.16' $0.47 $0.27 8 $36.64 $48.3 I $48.31 $59.98
DETERMINATION: SC-I02-X-14-2006.IA
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: July 31, 2007** The rate to be paid for work perfonned after this date has been
determined. [fwork will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now.
Contact the Division of Labor Statistics and Research for specific rates at (415) 703.4774.
Landscape/Irrigation Tender' $10.99 $3.05
$0.51'
$0.21 8 $14.76 $20.255 $20.255 $25.75
# Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprenticeship Schedules.
a Includes an amount per hour worked for supplemental dues.
b Rate applies to first 4 daily overtime hours and the first 12 hours on Saturday. All other time is paid at the Sunday and Holiday double.
time rate.
, The first employee on the job shall be a LandscapelIrrigation Laborer. The second employee on the jobsite may be a Tender. Thereafter,
Tenders may be employed with LandscapelIrrigation Laborers in a 50/50 ratio on each jobsite.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be
all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the
project, which is on file with the Director ofIndustrial Relations. Ifthe prevailing rate is not based on a collectively bargained rate,
the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may
obtain the holiday provisions for the current detenninations on the Internet at http://www.dir.ca.govIDLSR/PWD. Holiday provisions
for current or superseded detenninations may be obtained by contacting the Prevailing Wage Unit at (415) 703.4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall
make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions
for the current determinations on the Internet at htto://www.dir.ca.2ov/DLSR/PWD. Travel and/or subsistence requirements for each
craft, classification or type of worker may be obtained from the Prevailing Wage Unit at (415) 703.4774.
18.A
GENERAL PREY AILING WAGE DETERMINATION MADE BY THE DIRECTOR OF [NDUSTRIAL RELA T[ONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
CRAFT: ## LANDSCAPE MAINTENANCE LABORER
DETERMINATION: SC-LML-2007-1
ISSUE DATE: February 22, 2007
EXPIRATION DATE OF DETERMINATION: December 31, 2007" Effective until superseded by a new determination
issued by the Director of Industrial Relations. Contact the Division of Labor Statistics and Research at (4 [5) 703-4774 for the
new rates after 10 days from the expiration date, if no subsequent determination is issued.
LOCALITY:
Basic
Hour[y
Rate
Imperia[
Inyo, Mono and San Bernardino
Kern
$7.50
7.50
7.50
10.00
7.50
7.50
7.50
7.50
7.50
7.50
8.00
7.50
7.50
7.50
7.50
Los Angeles
Orange
Riverside
San Diego
San Luis Obispo
Santa Barbara
Ventura
## Craft is not apprenticeab[e.
Emotover Payments
Straieht- Time Overtime
Hea[th Pension Vacation Ho[iday
and
Welfare
Training Hours Total
Hourly
Rate
I 112X
0.89
, 0.115 0.17 8 b7.785 bl1.535
0.30 0.[7 8 7.97 11.72
, 0.16 0.17 8 b7.83 bl1.58
d 0.27 0.46 8 blO.73 b15.73
, 0.115 0.14 8 b8.645 b12.395
fO.11 0.11 8 b7.72 bl1.47
g 0.20 0.16 8 b7.86 bll.61
0.22 0.115 8 7.835 11.585
0.24 0.12 8 7.86 11.61
k 0.1!> 0.15 8 7.80 11.55
'0.16 0.16 8 8.32 12.32
hO.[2 0.12 8 b7.74 bl1.49
, 0.[3 0.13 8 b7.76 bl1.51
0.115 0.16 8 7.775 11.525
'0.19 0.26 8 b10.92 b14.67
2.97
NOTE: If there are two rates. the first rate is for routine work, the second rate is for complex work.
, $0.22 after 3 years of service.
b Computation is based on the first years of employment. This
rate should be increased by any applicable vacation increase
as stated in other footnotes.
'$0.31 after 2 years of service.
d $0.54 after 2 years of service: $0.81 after 3 years of service.
'$0.24 after 3 years of service: $0.37 after 7 years of service.
f $0.22 after 4 years of service.
g $0.40 after 3 years of service.
h $0.23 after 2 years of service.
'$0.27 after 2 years of service.
'$0.38 after 3 years of service.
k $0.29 after 2 years of service.
I $0.31 after 2 years of service.
RECOGNIZED MOLIDA YS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all
holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project,
which is on file with the Director ofIndustrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon
which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday provisions
for the current determinations on the Internet at htto://www.dir.ca.20vIDLSR/PWD. Holiday provisions for current or superseded
determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel
and/or subsistence payments to each worker to execute the work. You may obtain the travel and subsistence provisions for the current
determinations on the Internet at httD://www.dir.c3.2ovIDLSRlPWD. Travel and subsistence provisions for current or superseded
determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
18C
GENERAL PREY AILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, lliGHW A Y, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: ASBESTOS AND LEAD ABATEMENT (LABORER)
DETERMINATION: SC-102-882-1-2007-1
ISSUE DATE: February 22, 2007
EXPIRATION DATE OF DETERMINATION: December 31, 2007** The rate to be paid for work performed after this date has
been determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into
now. Contact the Division of Labor Statistics and Research for specific rates at (415) 703-4774.
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San
Luis Obispo, Santa Barbara and Ventura Counties
EMPLOYER PAYMENTS STRAIGHT-TIME OVERTIME HOURLY RA TES
Classification Basic Health Pension Vacation/ Training Other Hours Total Daily Saturday Sunday/
(Journeyperson) Hourly and Holiday' Hourly Holiday
Rate Welfare Rate I 1/2X 11/2X 2X
Asbestos and Lead
Abatement Worker $24.15 4.16 4.01 3.16 0.42 0.05 8 $35.95 $48.03 $48.03 $60.10
a Includes an amount for supplemental dues.
NOTE: Asbestos Abatement must be trained and the work conducted according to the Code of Federal Regulations 29 CFR
1926.58, the California Labor Code 6501.5 and the California Code of Regulations Title 8, Section 5208. Contractors must be
certified by the Contractors' State License Board and registered with the Division of Occupational Safety and Health (DOS H). For
further information, contact the Asbestos Contractors Abatement Registration Unit, DOSH at (415) 703-5191.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall
be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed
on the project, which is on file with the Director ofIndustrial Relations. If the prevailing rate is not based on a collectively
bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government
Code. You may obtain the holiday provisions for the current determinations on the Internet at htto://www.dir.ca.l:!ov/DLSR/PWD.
Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-
4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall
make travel and/or subsistence payments to each worker to execute the work. You may obtain the Travel and/or subsistence
provisions for the current determinations on the Internet at hllD://www.dir.ca.gov/DLSR/PWD. . Travel and/or Subsistence
provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
18-D
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: # PARKING AND HIGHWAY IMPROVEMENT
(STRIPING, SLURRY AND SEAL COAT OPERATIONS-LABORER)
DETERMINATION: SC-23-102-6-2006-1
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: June 30, 2007" The rate to be paid for work performed after this date has been
determined. If work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now.
Contact the Division of Labor Statistics and Research at (415) 703-4774.
LOCALITY: All localities within Imperial, lnyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis
Obispo, Santa Barbara and Ventura counties.
Emo!ovcr Payments Straig:ht- Time Overtime Hourlv Rates
Classification Basic Health Pension Vaeation! Training Other Hours Total Daily 6th & 7th Holiday
(Joumeyperson) Hourly and Holiday Hourly Day
Rate Welfare Rate 11/2X 11/2X 2X
CLASSIFICATION GROUPS
Group 1 $24.52 $4.16 $2.92 $3.30' $0.96 $0.27 8 '$36.13 $48.39 ' $48.39 $60.65
Group 2 25.82 4.16 2.92 3.30' 0.96 0.27 8 ' 37.43 50.34 '50.34 63.25
Group 3 27.83 4.16 2.92 3.30' 0.96 0.27 8 '39.44 53.36 '53.36 67.27
Group 4 29.57 4.16 2.92 3.30' 0.96 0.27 8 ' 41.18 55.97 ' 55.97 70.75
# Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedules.
. Includes an amount per hour worked for Supplemental Dues.
b Straight.time hours: 8 consecutive hours per day. 40 hours over 5 consecutive days, Monday through Sunday shall constitute a week's work at
straight time. .
C The sixth consecutive day in the same work week may be worked at straighHirne if job is shut down during work week due to inclement
weather.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all
holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project,
which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the h<?lidays
upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday
provisions for the current determinations on the Internet at httn:/lwww.dir.ca.l!ovIDLSRlPWD. Holiday provisions for current or
superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773. I and 1773.9, contractors shall make
travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the
current determinations on the Internet at htto://www.dir.ca.lwv/DLSRJPWD. Travel and/or subsistence requirements for current or
superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
CLASSIFICATION GROUPS:
GrOUD 1
Protective coating, Pavement sealing
(repairs and filling of cracks by any
method to parking lots, game courts and
playgrounds)
Installation of carstops
Traffic Control Person & Serviceman;
including work of installing and
protecting utility covers, traffic
delineating devices, posting of no parking
and notifications for public convenience
Asphalt Repair
Equipment Repair Teclmician
GrOUD 2
Traffic Surface Abrasive Blaster
Pot Tender
Traffic Control Person/Certified Traffic
Control Person
Repairing and filling of cracks and surface
cleaning on streets, highways, and
airports by any means, and other work
not directly connected with the
application of slurry seal
Slurry Seal Squeegeeman (finisher)
t8E
CrouD J
Traffic Delineating Device Applicator
Traffic Protective System Installer
Pavement Marking Applicator
Slurry Seal Applicator Operator (Line
Driver)
Shumeman (loader/slurry machine
operations) operation of all related
machinery and equipment
Group 4
Traffic Striping Applicator
Slurry Seal Mixer Operator
Power Broom Sweeper (operation of all
related machinery and equipment)
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: # CEMENT MASON
DETERMINATION: SC-23-203-2-2006-1
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: June 30, 2007" The rate to be paid for work performed after this date has been determined. If
work will extend past this date, the new rate must be paid and should be incorporated in contracts entered into now. Contact the Division of
Labor Statistics and Research at (415) 703-4774.
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange. Riverside, San Bernardino, San Luis Obispo, Santa Barbara, and
Ventura counties.
Emolover Payments Strail!ht-Time Overtime Hourlv Rate
CLASSIFICATION Basic Health Pension VacationJ Training Other Hours Total Daily 'Saturday Sunday
(JOURNEVPERSON) Hourly and Holiday Payments Hourly and
Rate Welfare Rate 11/2X 11/2X Holiday
Cement Mason, Cwb and
Gutter Machine Operator; Clary and
Similar Type of Screed Operator
(Cement only); Grinding Machine
Operator (all types); Jackson
Vibratory, Texas Screed and Similar
Type Screed Operator;
Scoring Machine Operator $2605 4.99 5.80 b5.11 0.38 0.12 8 42.45 '55.475 <55.475 68.50
Magnesite, magnesite-terrazzo and
mastic composition, Epoxy,
Urethanes and exotic coatings,
Dex-O- Tex 26.17 499 5.80 bS.11 0.38 012 8 42.57 '55655 '55.655 6874
Floating and
Troweling Machine Operator 26.30 499 5.80 bS.ll 0.38 0.12 8 42.70 '55.85 <55.85 69.00
# Indicates and apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprenticeship Schedules.
a Saturdays in the same work week may be worked at straight-time rates if ajob is shut down during nonnal work week due to inclement weather.
b Includes an amount for supplemental dues.
C Rate applies to the first 4 overtime hours. All other time is paid at the double time (2X) rate.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all
holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project,
which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays
upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may obtain the holiday
provisions for the current determinations on the Internet at htto://www.dir.ca.l!ovIDLSRlPWD. Holiday provisions for current or superseded
determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774,
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make
travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the
current determinations on the Internet at httD://www.dir.ca.l!ovIDLSRlPWD. Travel and/or subsistence requirements for current or
superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
20
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEA VY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: TEAMSTER
(APPLIES ONLY TO WORK ON THE CONSTRUCTION SITE)
DETERMINATION: SC-23-261-2-2005-1
ISSUE DATE: August 22, 2005
EXPIRATION DATE OF DETERMINATION: June 30, 2006* Effective until superseded by a new detennination issued by the
Director of Industrial Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for the new rates after ten
days from the expiration date if no subsequent determination is issued.
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo,
Santa Barbara and Ventura Counties
EmDlover Payments Straie:ht- Time Overtime Hourlv Rates
ClassificationC Basic Health Pension Vacation! Training .Other Hours Total Daily' Saturday' Sundayl
(Journeyperson) Hourly and Holiday Payments Hourly Holiday
Rate Welfare Rate 11/2X 11/2X 2X
Group I 23.54 7.32 4.80 2.60' .92 .12 8 39.30 51.07 51.07 62.84
Group II 23.69 7.32 4.80 2.60' .92 .12 8 39.45 51.295 51.295 63.14
Group III 23.82 7.32 4.80 2.60' 92 .12 8 39.58 51.49 51.49 63.40
Group IV 24.01 7.32 4.80 2.60' .92 .12 8 39.77 51.775 51.775 63.78
Group V 23.95 7.32 4.80 2.60' .92 .12 8 39.71 51.685 51.685 63.66
Group VI 24.07 7.32. 4.80 2.60' .92 .12 8 39.83 51.865 51.865 63.90
Group VII 24.32 7.32 4.80 2.60' .92 .12 8 40.08 52.24 52.24 64.40
Group Vlll 24.57 7.32 4.80 2.60' .92 .12 8 40.33 52.615 52.615 64.90
Group IX 24.77 7.32 4.80 2.60' .92 .12 8 40.53 52.915 52.915 65.30
Group X 25.07 7.32 4.80 2.60' .92 .12 8 40.83 53.365 53.365 65.90
Group XI 25.57 7.32 4.80 2.60' .92 .12 8 41.33 54.11 5 54.115 66.90
Subjourneymanb
0-2000 hours 1l.50 7.32 4.80 1.20' .92 .12 8 25.86 31.61 31.61 37.36
2001-4000 hours 13.50 7.32 4.80 1.45' .92 .12 8 28.11 34.86 34.86 41.61
4001-6000 hours 15.50 7.32 4.80 1.70' .92 .12 8 30.36 38.11 38.11 45.86
Over 6000 hours and thereafter at journeyman rates
a Includes an amount for supplemental dues.
b Subjoumeyman may be employed at a ratio of one subjoumeyman for every five journeymen.
C For classifications within each group, see page 21A.
'Rate applies to the first 4 daily overtime hours and the first 12 hours on Saturday. All other overtime is paid at the SundaylHoliday
double-time rate.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall
be all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed
on the project, which is on file with the Director ofIndustrial Relations. Ifthe prevailing rate is not based on a collectively
bargained rate, the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 ofthe Government
Code. You may obtain the holiday provisions for the current detenninations on the Internet at htID:llwww.dir.ca.govIDLSR/PWD.
Holiday provisions for current or superseded detenninations may be obtained by contacting the Prevailing Wage Unit at (415) 703-
4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall
make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence
provisions for the current determinations on the Internet at httD://www.dir.ca.eov/DLSRlPWD. Travel and/or subsistence
requirements for current or superseded detenninations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
21
. DETERMINATION: SC-23-261-2-2005-1
GrOUD I
Warehouseman and Teamster
GruuD II
Driver of Vehicle or Combination of Vehicles - 2 axles
Traffic Control Pilot Car, excluding moving heavy equipment
permit load
Truck Mounted Power Broom
GrouD III
Driver of Vehicle or Combination of Vehicles - 3 axles
Bootman
Cement Mason Distribution Truck
Fuel Truck Driver
Water Truck - 2 axles
Dump Truck of less than 16 yards water level
Erosion Control Driver
GrouD IV
Driver of Transit Mix Truck-Under 3 yds
Dumpcrete Truck Less than 6 1/2 yards water level
Truck Repairman Helper
GrouD V
Water Truck 3 or more axles
Warehouseman Clerk
Working Truck Driver
Truck Greaser and Tireman - $0.50 additional for Tireman
Pipeline and Utility Working Truck Driver, including
Winch Truck and Plastic Fusion, limited to Pipeline and
Utility Work
Slurry Truck Driver
GrouD VI
Driver of Transit Mix Truck - 3 yds or more
Dumpcrete Truck 6 1/2 yds water level and over
Driver of Vehicle or Combination of Vehicles - 4 or more axles
Driver of Oil Spreader Truck
Dump Truck 16 yds to 25 yds water level
GrouD VII
A Frame, Swedish Crane or Similar
Forklift Driver
Ross Carrier Driver
GrouD VIII
Dump Truck 25 yds to 49 yards water level
Truck Repairman
Water Pull Single Engine
Welder
GrouD IX
Truck Repairman Welder
Low Bed Driver, 9 axles or over
GrouD X
Water Pull Single Engine with attachment
Dump Truck - 50 yards or more water level
GrouD XI
Water Pull Twin Engine
Water Pull Twin Engine with attachments
Winch Truck Driver - $0.25 additional when operating a Winch
or similar special attachments.
21A
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER 1, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, H[GHW A Y, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: TEAMSTER (SPECIAL SHIFT)
(APPLIES ONLY TO WORK ON THE CONSTRUCTION SITE)
DETERMINATION: SC-23-261-2-2005-1
ISSUE DATE: August 22, 2005
EXPIRATION DATE OF DETERMINATION: June 30, 2006* Effective until superseded by a new determination issued by the
Director of Industria[ Re[ations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for the new rates after ten
days from the expiration date if no subsequent determination is issued.
LOCALITY: All [oealities within Imperia[, 1nyo, Kern, Los Ange[es, Mono, Orange, Riverside, San Bernardino, San Luis Obispo,
Santa Barbara and Ventura Counties
Emolover Payments Straieht- Time Overtime Hourlv Rates
ClassificationC Basic Health Pension Vacatian! Training Other Hours Tota[ Daily' Saturday' Sunday/
(Journeyperson) Hour[y and Holiday Payments Hour[y Ho[iday
Rate Welfare Rate 1 [/2X I I12X 2X
Group I 24.04 7.32 4.80 2.60' .92 .12 8 39.80 51.82 51.82 63.84
Group II 24.19 7.32 4.80 2.60' .92 .12 8 39.95 52.045 52.045 64.14
Group III 24.32 7.32 4.80 2.60' .92 .12 8 40.08 52.24 52.24 64.40
Group IV 24.51 7.32 4.80 2.60' .92 .12 .8 40.27 52.525 52.525 64.78
Group V 24.45 7.32 4.80 2.60' .92 .12 8 40.2\ 52.435 52.435 64.66
Group VI 24.57 7.32 4.80 2.60' .92 .12 8 40.33 52.615 52.6[5 64.90
Group VII 24.82 7.32 4.80 2.60' .92 .12 8 40.58 52.99 52.99 65.40
Group VIII 25.07 7.32 4.80 2.60' .92 .12 8 40.83 53.365 53.365 65.90
Group IX 25.27 7.32 4.80 2.60' .92 .12 8 41.03 53.665 53.665 66.30
Group X 25.57 7.32 4.80 2.60' .92 .12 8 41.33 54.1 [5 54.1 [5 66.90
Group XJ 26.07 7.32 4.80 2.60' .92 .12 8 41.83 54.865 54.865 67.90
Subjourneymanb
0-2000 hours 12.00 7.32 4.80 1.20' .92 .12 8 26.36 32.36 32.36 38.36
2001-4000 hours 14.00 7.32 4.80 1.45' .92 .12 8 28.6[ 35.6[ 35.61 42.61
4001-6000 hours 16.00 7.32 4.80 1.70' .92 .12 8 30.86 38.86 38.86 46.86
Over 6000 hours and thereafter at journeyman rates
81ncludes an amount for supplemental dues.
b Subjoumeyman may be employed at a ratio of one subjoumeyman for every five journeymen.
C For classifications within each group, see page 21A.
'Rate applies to the first 4 daily overtime hours and the first 12 hours on Saturday. All other overtime is paid at the SundaylHoliday
double-time rate.
RECOGNIZED HOLIDAYS: Ho[idays upon which the general prevailing hourly wage rate for Ho[iday work shall be paid, shall be
all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the
project, which is on file with the Director of Industria[ Relations. If the prevailing rate is not based on a collectively bargained rate,
the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may
obtain the holiday provisions for the current determinations on the Internet at hllD://www.dir.ca.eovIDLSRlPWD. Holiday provisions
for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections [773.[ and [773.9, contractors shall
make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence
provisions for the current determinations on the Internet at http://www.dir.ca.govIDLSRlPWD. Travel andlor subsistence
requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (4[5) 703-4774.
21B
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDING, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: TEAMSTER (SECOND SHIFT)
(APPLIES ONLY TO WORK ON THE CONSTRUCTION SITE)
DETERMINATION: SC-23-261-2-2005-1
ISSUE DATE: August 22, 2005
EXPIRATION DATE OF DETERMINATION: June 30, 2006* Effective until superseded by a new determination issued by the
Director oflndustrial Relations. Contact the Division of Labor Statistics and Research at (415) 703-4774 for the new rates after ten
days from the expiration date if no subsequent determination is issued.
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Luis Obispo,
Santa Barbara and V cotura Counties
Emolover Payments Straight-Time Overtime Hourlv Rates
ClassificationC Basic Health Pension Vacation! Training Other Hours' Total Daily' Saturdaye Sunday/
(Journeyperson) Hourly and Holiday Payments Hourly Holiday
Rate Welfare Rate 1l/2X II/2X 2X
Group I 24.54 7.32 4.80 2.60' .92 .12 8 40.30 52.57 52.57 64.84
Group II 24.69 7.32 4.80 2.60' .92 .12 8 40.45 52.795 52.795 65.14
Group III 24.82 7.32 4.80 2.60' .92 .12 8 40.58 52.99 52.99 65.40
Group IV 25.01 7.32 4.80 2.60' .92 .12 8 40.77 53.275 53.275 65.78
Group V 24.95 7.32 4.80 2.60' .92 .12 8 40.71 53.185 53.185 65.66
Group VI 25.07 7.32 4.80 2.60' .92 .12 8 40.83 53.365 53.365 65.90
Group VII 25.32 7.32 4.80 2.60' .92 .12 8 41.08 53.74 53.74 66.40
Group VIII 25.57 7.32 4.80 2.60' .92 .12 8 41.33 54.115 54.115 66.90
Group IX 25.77 7.32 4.80 2.60' .92 .12 8 41.53 54.415 54.415 67.30
Group X 26.07 7.32 4.80 2.60' .92 .12 8 41.83 54.865 54.865 67.90
Group XI 26.57 7.32 4.80 2.60' .92 .12 8 42.33 55.615 55.615 68.90
Subjourneymanb
0-2000 hours 12.50 7.32 4.80 1.20' .92 .12 8 26.86 33.11 33.11 39.36
2001-4000 hours 14.50 7.32 4.80 1.45' .92 .12 8 29.11 36.36 36.36 43.61
4001-6000 hours 16.50 7.32 4.80 1.70' .92 .12 8 3 1.36 39.61 39.61 47.86
Over 6000 hours and thereafter at journeyman rates
a Includes an amount for supplemental dues.
b Subjoumeyman may be employed at a ratio of one subjoumeyman for every five journeymen.
C For classifications within each group, see page 21A.
d The third shift shall work 6.5 hours, exclusive of meal period, for which 8 hours straight-time shall be paid at the non-shift rate,
Monday through Friday.
'Rate applies to the first 4 daily overtime hours and the first 12 hours on Saturday. All other overtime is paid at the SundayIHoliday
double-time rate.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be
all holidays in the collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the
project, which is on file with the Director of Industrial Relations. If the prevailing rate is not based on a collectively bargained rate,
the holidays upon which the prevailing rate shall be paid shall be as provided in Section 6700 of the Government Code. You may
obtain the holiday provisions for the current determinations on the Internet at htto://www.dir.ca.gov/DLSR/PWD. Holiday provisions
for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit" at (415) 703-4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1.773.9, contractors shall
make travel and/or subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence
provisions for the current determinations on the Internet at httn:/lwww.dir.ca.l!ovIDLSRlPWD. Travel and/or subsistence
requirements for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at (415) 703-4774.
21C
GENERAL PREVAILING WAGE DETERMINATION MADE BY THE DIRECTOR OF INDUSTRIAL RELATIONS
PURSUANT TO CALIFORNIA LABOR CODE PART 7, CHAPTER I, ARTICLE 2, SECTIONS 1770, 1773 AND 1773.1
FOR COMMERCIAL BUILDlNG, HIGHWAY, HEAVY CONSTRUCTION AND DREDGING PROJECTS
CRAFT: II HORIZONTAL DIRECTIONAL DRILLING
DETERMINATION: SC-I02-II84-j-2006-j
ISSUE DATE: August 22, 2006
EXPIRATION DATE OF DETERMINATION: June 30, 2007" The rate to be paid for work performed after this date has been determined. If work will
extend past this date, the new rate must be paid and should be incorporated in contracts entered into now Contact the Division of Labor Statistics and
Research for specific rates at (415) 703-4774.
LOCALITY: All localities within Imperial, Inyo, Kern, Los Angeles, Mono, Orange, Riverside, San Bernardino, San Diego, San Luis Obispo, Santa Barbara
and Ventura Counties.
Emnlover Pavments Strail!'ht.Time Overtime Hourlv Rate
Classification Basic Health Pension Vacation! Training Other Hours Total Daily Saturdal Sunday/
{Journey person) Hourly and Holiday Payments Hourly Holiday
Rate Welfare Rate Jll2x 11/2x 2x
GROUP 1
(Drilling Crew Laborer) $23.74 $4.16 $2.30 $1.90 $0.15 $0.20 8 $32.45 $44.32 $44.32 $56.19
GROUP II
(Vehicle OperatorIHauler) $23.91 $416 $230 $1.90 $0,15 $020 8 $32.62 $44575 $44575 $5653
GROUP 1II
(Horizontal Directional Drill Operator) $25.76 $4,16 $2.30 $1.90 $0.15 $0.20 8 $34.47 $47.35 $47,35 $60.23
GROUP IV
(Electronic Tracking Locator) $27.76 $4.16 $2.30 $1.90 SO.15 $0,20 8 $36.47 $50.35 $50.35 $6423
# Indicates an apprenticeable craft. Rates for apprentices are available in the General Prevailing Wage Apprentice Schedules
. Includes an amount for Supplemental Dues
b If the job is shut down during the work week due to inclement weather and forty (40) hours of work have not been completed, then the balance of the forty
(40) hours may be worked on Saturday at the straight.time rate.
RECOGNIZED HOLIDAYS: Holidays upon which the general prevailing hourly wage rate for Holiday work shall be paid, shall be all holidays in the
collective bargaining agreement, applicable to the particular craft, classification, or type of worker employed on the project, which is on file with the Director 0
Industrial Relations. If the prevailing rate is not based on a collectively bargained rate, the holidays upon which the prevailing rate shall be paid shall be as
provided in Section 6700 of the Government Code. You may obtain the holiday provisions for the current determinations on the Internet at
hnn"i/www dir.ca.l!'ovIDLSR/PWD, Holiday provisions for current or superseded determinations may be obtained by contacting the Prevailing Wage Unit at'
(415)703-4774.
TRAVEL AND/OR SUBSISTENCE PAYMENT: In accordance with Labor Code Sections 1773.1 and 1773.9, contractors shall make travel ami/or
subsistence payments to each worker to execute the work. You may obtain the travel and/or subsistence provisions for the current determinations on the
Internet at httn://www.dir.caI!ov/DLSR/PWD. Travel and/or subsistence requirements for current or superseded determinations may be obtained by
contacting the Prevailing Wage Unit at (415) 703-4774.
21-0
w
z
o
z
...J ..J ...J ...J
::: ::: ::: :5
u. l1.. U. u..
-' ...J ....I ...J
...J ...J...J...J
:::l :::l :::>::l
I.L u.. U. u.
~
~
=>
~
~
~
=>
~
~
~
=>
~
~ ~ ~
~ ~ ~
=> => =>
~ ~ ~
~ ~
~ ~
=> =>
~ ~
:I:
'"
"
'"
0:
'"
o
> >
w,
...J ...J ...J.....
...J...J...J ...J
...J...J...J ...J
::l ::l ::l ::l
u... LL U. U.
~
~
=>
~
~ ~
~ ~
=> =>
~ ~
~ ~ ~
~ ~ ~
=> => =>
~ ~ ~
~ ~ ~
:) :) 5
~ ~ ~
~ ~
~, ~
=> =>
l.l..1 LL.
~
~
=>
~
~ ~
~ ~
=> =>
~ ~
:I:
'"
"
'"
o
'"
o w
w w
z z
00
z z
w w w w
Z Z Z Z
o 0 0 0
z z z z
w
z
o
z
w
z
o
z
~
~
=>
~
o N ~
:;l "
o
III III III III III
o 0
:I:
w
z
o
z
~
~
=>
~
~
~
=>
~
:{ ~ ~ 0 ~ 0 >-
>- 0 ~ ~ 0
o 0
~ ~ ::.::: w
o
"
~
~
=>
~
~ ~
~ ~
=> =>
~ ~
~
~
=>
~
~ ~ ~
~ ~ ~
=> => =>
~ ~ ~
~
~
=>
~
~ ~
~ ~
=> =>
~ ~
~
~
=>
~
~
~ '
=>
~
~
5
~
~ ~
"
'"
~ ~
8
~
"
o
o
o w
"-
o 0
o 0
a: :3
.~ ~
'" '" ~
" " u
. " "
g ... :3
~~:::
. " 0
o ~ i:':
o
o
"
~
"- '"
"
8 8
~ 6
" "
"- '"
8
o
"
"
2 ~
u ~
g E-o
- ~
a v, ~
[i:J.,;:z:
" 0
> " H
o>tJr;
" " 0
0" .
~ :l ~
. .0
" H U
~ :i ~
~ ~ :i
5 :::i :<:
. U .
~ ...-:
I-< f-o G
~ '" ~
~. ~ -
" ,;
: ~ ~
" u ~
~ g 0
~ ~ ~
" . ~
~ ~ ~
~ e ~
i ~ ~
~ ~ 2
o
S
"
o
o
Ii!
8 8
iil ~
8
'"
~
8
t,'
8
g
"
"',
8
"
"
"- '"
"
"
"
8 8 l;l
g ~ g
8 8 8 8
~ g g g
8
6
"
;i. <( ~ <..)
~
8
"
~
)( () ~
"
8 8
:3 g
~ ~ ~ 8
~ ~ :g 8
8 8 8 888
ci It) 0 I() c:i ci
,... CD CI) to CI) GO
0;
m
~
)( U ~ ~
_----I--~--~
<( ~ U < ~
8 8 88
g:g:~i~
'~ ,
-..---c---------
8
"-
8
'"
"
z z
,8 8 8
g ::l ::l
8,8 " 8
g :3 g g:
X " ~ ~,
---- -~-----
8 8 ill 8 8,
g g ~ g g
X () ~ ~,()
8 8 0; 8 8
~ ~,~ g,g
X " ~,~ "
8 8 ;!; 8 8
~ '!J ~ g g'
o 8
gg
8
Iii
8
Iii
Ii!
i~
i
o
~
~,~ ;i. <( ~:O'< ~ ~
Z Z 0:
"
~
8 8 8 8
:3 :3 g g
ill 8 88 8'8 8 8 8 8
~ g ~ ~ :3 ~ :3 :3 8 ~
N'
,Itl:i
ill'
~ ~ ~ <( ~ <..) < ~ ~ ~
,z Z'O::
" "
~
88888 8 8 8 ill 8
g g ~ g g g g g ~ ~
8
~
~
:;:
~
8 8 8 8
g g ~ g
< /l: ;i. <( ~ <..) < ~,~ ~
o 8 8 8 8 8 8 8 8 S
g g g ~ ~ '!J ~ ~ ~ ~
Z Z 0:
" "
~
8
6
~
8 8 8 8'
g :g g g'
~'
cc:ii
~
<( /l: ~ <( ~ U < ~ ~ ~
~ <..) ~ ~:o
Z Z 0:
" "
~
8 8 8 ill 8 8
~ ; ~ ~ ~ g
~ 8 8 8 8 8 8 8 ~ S
~ g g ~ g ~ g g ~ ~
~
..;
~
8 888
g g ~ ~
8
o ~
" M
::l ~ () ~ ~ <.)
<( 0: <(' <( ~ U
I- lD III II)
<( <( <( <(
..... Z Z 0:::
"
"
~
~
o
9
~
~
Z
W
,
in
~
o
~
2
,
~ ~
~ ~
Z ,
W "
~ wG:
n5
0: 0: 0:
j j j ~
~ ~ ~ ~ ~ ~
~ ~ ~ ~ 5 w w
~ ~ ~ z ~ ~ ~ ~ ffi
~ ~ ~ z ~ ~ ~ ~ ~ ~ ~
~ ~ ~ ~ ~ ~ 8 ffi ~ ~ ~ ~ Q
00 00 00 w 0 < ~ Q ~ w ~ ~ ~
Q 0 a ~ > ~ z z ~ z z ~
~ ~ ~ ~ ~ ~ 0 i ~ ~ ~ ~ ~ ~ ~ ffi ~
! ~ ~ ~ ~ ~ ~ ~ a ~ ~ ~ ~ ~ ~ ~ ~ g ;
j u u u ~ w u u ~ ~ j ~ 3 ~ ~ ~ ~ ~ ~
w L 0 _ L L L W
0:
W
. iJi
~ .
.. ~
i ~
~ ~
n
~
o
~ ~
w w
iJi ~
~ ~ ffi
nn
l!! l!! ~ t:
< 0
< <
~
_ ~ 0
~ M
Z ~
8 ~
~ Q
~ Z
;j ~
~ M
..,~
:'i rl
~
~ 0
~~
i5 ~
~ :
~ 8
~~
OU
~ W
u~
W
~N
o W
W ..,
x ~
~ ~
~ ~
'" ~
W
Q
~ ~
~ ~
w ~
.., ~
OX
o U
w
i'i ~
~~
w ~
U'"
H~
~ W
Z Q
wo
::; u
~ ~
'" 0
i'J j
'"
'" :'i
'" Z
Z ~
rl 0
.., ~
H H
'" H
> '"
:i u
~o
.., ~
:> ~
w ~
z ~
w ~
'" ~
Q
~
~
Q
~
'"
o
~
~
~
~
H
Z
~
W
U
H
~
Z
W
~
~
~
~
~
o
Z
:3
~
~
o
w
X
H
~
U
'"
~
z
o
u
z
:3
~
~
u
~
>
Q
~
w
'"
~
'"
~
..,
~
o
o
X
w
z
~
z
~
~
'"
o
o
~
o
N
m
q
,
M
o
~
~
rl
~
~
W
Q
~
'"
Q
~
~
w
~
H
X
~
W
U ~
H Z
~ 0
Z 0
:i ~
~
~
~
~
o
Z
:3
w
~
Q
w
X
~
~
u
~
~
Z '"
o Z
U H
Z
~ i
Z w
w ~
~
~ w ~ ~
z X '"
.... (..l !-< 0..
Z Z 0 Z
::) 0 <t 0 00:
o ~ 3: ~ ~ b
U ~ ~ ;j 3 fj g
0..... Ul 0: Ul 0.. :::t '"
Z ..:. Ul is Ul ti ;;;
c g H X H Z 0..
0::: ('II 0 z Cl 0 0:
<l(o::oH8z~
~mO:8O:83
~U)g;sg;$~
~~~~~~~
cni=z z~zz
~.. <z 0 ~ 8 0. 8
b E-< Z ~ E-<
~ i ~ 8 ~ :;; UJ ~
c( ffi g g in E-< is
u ...... w iJ w 0 iQ w
ow::c <:I.: :I: 0 :I:
..J 0 t-< > E-< f-< '" E-<
..,
..,
o
~
w
X
~
w
~
w
u
w
~
~
w
~
w
w
o
~
'"
o
~
~
m
~
H
Z
~
W
U
H
~
Z
W
~
~
~
'"
~
o
~
8
w
H
~
o
"
~
H
U
'"
H
Z
o
U
~
'"
o
m H
~ ..,
W 0
~ X
W ,
Z
.., 0
~
Z ~
o '"
U
;::; ;;
o
o ~
~ 0
~
~
o
~
Z
o
~
~
~
o
~
Z
~
z
w
z ~
~ 0
~ ~
~
~
w
~
o
..,
~
~
w
o
~
~
w
'"
o
,.
H
Z
o
o
~
w
o
Z
~
~
~
m
Z ~
Ul ~ ~
~ ~ w
o '" w
g 0 8
o ~ 0
i'-< Z 0 Z
~ 8 ~ 3
Il< Cl :J)
0.. N Ul Z
~ :::; H ~
~ , Q
o NO::)
"
Z Z
0: 0 0 (..l i:l
(..l H E-< 0.. >
~ ~ ~
o H 0:; 0:,,:)
0: ;:: 8 ~ ~
:::t Q 0:; :r;
W ~
w
X
~
W
H
~
Z
W
~
~
~
~
w
X
~
H
U
'"
H
Z
o
u
Q
W
~
o
~
Z
W
o
z
Q
8
~
w
~
~
w
~
o
z
~
w
~
w
~ moo w ~ ~ = H ~
7.
'"
z
00
h
Z
"
"
z
00
z
o
C
~
"
z
z
:<
"
"
00
h
'"
"
~
C
'"
z
"
J
n
"
"
"
~
"
~
n
~
"
z
00
n
"
>
"
J
"
Z
"
"
"
h
o
"
z
~
"
z
"
z
"
"
z
"
z
00
"
~
o
"
z
z
00
W J
~
o 0
o z
X 0
Z
8 '
~
~
Q
Q
m
w
Q
n 0
"~ H
r.:I:illIlU
:r:o-<wz
....nz.....
~
Q
Z
o
~
w
U
~
Z
W
~
Z
~
w
~
~
~
~
W
H
Z
~
o
~
w
z
~
o
~
Q
Z
o
~
Z
8
~
~
w
~
o
o
u
H
Z
W
~
W
o
'"
~
~
o
'"
~
w
Z
o
o
X
H
'"
Z
8 ~
E-< 0 0 0
~ NO.......
Z ...... co '" kl
N X 0
~ ~ ~ :::; f-o z
.... H ...... E-< W
rr: 0: 0 0: ~ ;=:
o w :3 W b W
r... E-< 0: E-< Z U
r.... w l.., 0 W
~ 0.. <<: u 0::
H
Z
o
o
~
~
0: 0:: 0: Ul
o CLI 0 Ul 0..
~ ~ W
Z W ~
Z 0 !-< Ul
o ~
H
H
~
o
o
Z
o
o Q
W W 0
~ ~.
o 0 ~
H H
Z Z!-<!-<
41 Ul if) Ul
CI W Cl 0:: a::
Z ~ 3 (., (;:;
...:l 1: :z; 0 g, 01
H
Z
o
G
~
W
o
~
~
Q
~
~
W
..,
..,
o
~
~
W H
Z X
H ~
W
W U
~ ~
w Z
U W
W ~
~ ~
~
'"
W
Z
W ~
H 0
W
Z
8
W
~
Q
o
~
Z
~
W
'"
w
X
~
w
X
~
~
U
'"
~
~ Z
o 0
~ U
'"
o W
~ ~
~ ~
~ ~
~ 0
H Z
~ ~
~ i
H W
Z ~
W
~
~
~
'"
~
Z
W
~
~
~
~
~
o
Z
8 ~
~ ~
H 0
;:: ~
Q ~
W
~
o
o
~
w
W
U
'"
H
Z
W
U
'"
W
~
w
~
W
X
H
o
~~
~
~
..,,,
g;~
",w
m
w
~o
0'"
" .
'"
ow
zu
<H
H H
mz
w
~z
H~
x~
W'"
W
U ,.
HU
~w
Z~
wu
~c
~u
~
~w
"
~H
o
Z ~
SE-:
~5
~~
ou
w~
xo
~z
~~
~~
~
Z~
oz
u8
w~
~'"
",z
w~
..,,,
~ u
w
. H
ww
HQ
~w
o
w'"
"'.
~
~'"
w~
u..,
~~
ww
""
~~
~
:~
uw
wz
uw
~o
o
U~
w~
xo
~~
U
zw
~~
~H
~o
ro
ow
X
o~
~
Z
H
"'0
~z
wo
~o
,.
w
zw
O~
~~
H
W
00
8~
~
ww
;~
~~
w
zz
O~
o
~S;
ow
ox
~
w
xo
~~
~
~
Q
u
'"
o
z
'"
~
~
"
c;
'"
U
~
Z
W
"
~
~
'"
~ m
o 0
u
z '"
8 0
~ ~
H ~
> w
H
o ~
H
W X
Z ~
~ w
U
~ H
U ~
'" Z
H W
Z u
o ~
U ~
'"
o
z
~
~
o
z
o :3
u W
~ ~
o
w
X
H
~
~
w
z
w
'"
~
u
'"
H
Z
o
U
~
w
w
~
o
..,
~
~
W
~
W
H
.., ~
~
z 0
o Z
H
H Z
~ ~
W
"
w
X
~
H
Q ..,
~ '"
z
o ~
z
~ w
z "
w ~
ro '"
ro
"'
o ~
~ w
~
,. 0
Z ..,
o ~
o ~
~ w
o
z
w
X
~
~
z w
:;;: t;
~
ro
o
o
~
~
~
~
~
" ..
if,
o
'"
'"
Q
Z
'"
H
~
~
X
~
W
U
~
Z
W
'"
"
~
'"
o
m
~
o
w
X
~
~
U
'"
~
z
?
w
o
~
~
w
m
'"
ro
w
z
~
w
~
w
o
o
~
w
w
o
o
..,
~
~
Z
W
"
W
..,
~
~
o
m
Z
o
~
~
Z
o
o
~
~
~
w
o
o
..,
U
Z
H
W
o
~
.
Z
~
~
w
z
~
o
o
o
~
u
?
"
o
o
o
N
~
H
o
o
H
~
W
~
~
w
~
z
8
H
~
o
o
p
o
z
o
W
~
8
w
"
u
'"
~
Z
o
U
~
w
o
o
~
,.
z
CO
~
"
~
"
o
m
'"
o
~
~
Z
o
o
~
w
X
H
o
Z
~
w
o
'"
H
Z
W
U
U
W
~
~
o
o
~
w
ro
u
w
"
w
o
'"
.
~
..,
"
o
o
X
o
z w
o ~
~ '"
'"
W
W W
~ X
H H
~ Z
o '"
U ~
'"
w 0
U
P
H
~
T. ~
o '"
u 0
o
~ X
U
~ g
~ ~
z
o W
U H
~
~ 00
:3 8 ~
w u 0
z ~ ~
o ~
z ~ W
W w
~ro
u
o z X
G-. 8 ~
~ ~ U
H :> H
!-< ::> z
z 0 w
o ~
o w ~
~ ~ ~
>
.
~
o
z
o
V;
~
o
w
"
,.
~
u
'"
H
Z
o
U
co
~
is
H
'"
~
Z
W
"
~
0:
~
-
..
"
o
~
~
z
o
o
~
w
X
~
o
~
w
"
'"
H
Z
W
U
"
w
ro
u
:;
o
"
w
~
~
w
ro
w
o
'"
~
~
..,
~
o
o
"
w
"
'"
'"
w
"
H
Z
'"
H
ro
o
o
H
m
"
o
o
X
D
D
o
u
w
~
o
~ ..,
o 0 ~
o u ~
'" W
ZQ
~ ~ ~
H
"W
~ 0.. ~
W
z:r: l~
o W ~
W
H U 0
cii~. ~
oz
ow H
~ m
w ~ "
X~
~ '" ~
m
H
~
Z
o
o
~
..,
..,
o
~
w
X
~
W
~
W
U
W
~
~
w
~ 0
~ w
'"
'" 0
z [~
u
z '"
~
~ H
W 0
Z Z
w
X
H
H
Z
W
~
~
'"
~
~
o
o
~
z
H
o
'"
W
~
~
^
W
H
H
'"
>
co
'"
o
o
"
~
H
X
if,
W
~
~
Z
W
~
~ ro
o ro
'" '"
'"
o ~
Z 0
'"
H Z
m 0
w ~ ~
i~(",:~~
o 0 a, !-< W c::l
I IOU
~ :><: I [f] H
U U ~ rl !-<
W W U z
::r: ;r; w !-< W
U U ::r: Z 0:
U 0 ~
~ 0"
5 C3 ~ ~
G 0
o
m ~ ~
(::: Q G U]
0: 00; 0: 0
<>:: <( a: a::
Q Q 0 a:
z Z z 0
E-< c:r: a: 7-
.:r: !-< !-< a:
E-< U) Ul E-<
W W
~
H
X
~
W
U
H
Z
W
U
~
~
'"
w
o
Z
8 ~
~ ~
o
o
w
"
~
o
~ ~ H
r- !-< U U
r- U <r; <(
I <( 1-< !-<
'" b Z Z
r- zoo
~') 0 :..; u
U
~
rl
N
~
~
o
,
'"
U
~
U
" ~
H H ~
~ IJ'l :t:
W W [f)
U U W
H U
H ~
Z Z ~
W W Z
" " w
~ ~ ~
~ ~ ro
'" '" ro
~
~ ~
o 0
w
X
H
W
W
o
G
u
o
~
~
Z
o
o
~ ~
o 0
~ ~
~
Z
o
o
w W
H ~
~ :>
w
X
~
z
'"
H
ro
o
o
H
m
u
o
g
~
w
W 0 >-< "J'
~ .... 0 0 .'l ;..-,
(530 a; ~ rl ;:; ~
z w "
H ~ W
Z H
'"
~
H
~
'"
w
o
w
'"
o
Z
~
~
~
w
w
o
o
~
o
~
H
w
~ 0 5 Cl a Q
r--< 8 0 z 888
[:3 :3 ~ ~ ~
; ~ ; ; ;
'" 0 0.. '" n..
,. ~
o z ~ z z z z
Z 0 888 0
~ ~ ~ ~ ~ ~
:::> f~ ::> ::> ::::> ::>
Q ill 0 Q Q Q
o
W w w W
:I: 0 ;I:; ::r: ::r:
b !-< !-< (.-< !-<
~
~
X
o
~
U
H
.n
~
..,
~
~
'"
ro
H
" ~
~ Z
W 0
U 0
::: ~
z
w 0
" z
~ '"
~
'"
W
H
'"
U
~
o
~ ~
z >-< ....:l ....:i >-
8 ;i ~ g; ;i
rJl :::> 0 0 g
~ ~ : : ::r:
Q U U) [f) 8
[f) <( <( U)
a: Lll ill a:
ro ro
w
X
,.
H
U
'"
H
Z
o
U
w
X
~.
~ 0
w 0 Z
5 0: 8 w
,....l W Ul ::I;
0.. 0.. Z (-<
~ w
wo:o. (..., 0:
r.J 0 w
w 0 ro
H '" 0
z :5 5 ~
o z
~
At: ~ ~ U)
wow
o 0: Q (f)
: ~ ~ ~
H H U
z
o z
o
~
~ :
o
o
w
X
H
u
o
~
w
X
H
~
~
Z 0
H Z 0
~ :;; :J:
WHO
o m 0
o 0
o
~ 0
H U
W
~
~ ~
" '"
o
o
X
m
Z
o
g
~
H
~ N
~ ~ ~ ~ ~ ~ :l ~
~
o
w
o
o
..,
u
z
m
w
o
o
W
H
'"
"
z
~
~
w
o
o
~
w
~
z
w
~
~
'"
~
m
~
o
o
X
W
H
o
"
~
H
U
~
~
Z
o
u
o
~
~
~
o
~
H
Z
o
o
~
~
H 0
H
o Z
~ 0
~
~
o
~
~
o
z
Z
~
H
m
o
~
z
~ :;:
~ H
'"
~ 0
U
< 0
~ H
Z
o
U
o
~
~
,.
~
~
~
w
o
'"
; ~
u x
o
o ~
z
w
Z
H
Z
o
..,
~
~
o
p
w
X
H
Z
~
~
m
o
o
H
~
~
..,
~
W
H
m
~; ;.,J 2:i
Gi z ::::>
" 0 ..,
~ U
" ~ z
~ H H
Q
o
Z
w
~
'"
~
o
z
~
w
,.
m
Z
o
,.
"
u
o
o
w
X
~
~
~
~
H
~
w
X
H
H
~
~
o
~
~
Z
'"
H
~
w
X
H
~
o
u
'"
o
~
~
~
~
X
~
W
~
H
Z
W
"
~
~
'"
~
o
z
o
H
m
~
o
w
X
~
~
U
'"
~
Z
o
U
c~
u
<
~
z
o
u
W
~
Z
o
o
~
o
z
o
~
w
~
'"
.
~
.., 0
" ~
o
o ~
X ~
W W
X >
~
w
Z U
~ ~
~
ro 0
o H
,
o ~
c.
w
w
Z
H
W
Z
Z
o
~
p
z
o
o
~
~
w
[() U)
~ g
o U
~
x
~ :;:
~
~
Z
o
o
U
~ ~
H ~
Q
o
H
U
W
w
w
~
w
u
w
'"
~ ~ ~ ~
oo~
z ~
o ~
HH
'" 0
;j ~
~ ~
w ~
~ H
~
'" 0
00 ~
~ ~
~ H
H 00
~ Z
0"
~ '"
OU
'" '"
U 00
'"
:':N
o '"
'" w
Z U
'" ~
~ ~
~ "
'"
o
~ ei
00'"
"'~
W"
~ Z
OU
'"
G ~
00 '"
'" ~
;: g:
!; '"
Ul 8.
g; U
~ ~
" 0
'" ~
;,d
:< ~
co
e; ~
,., ~
:.;' H
> w
'" "
~ U
~ 0
w '"
:> '"
'" ~
z ~
tJ ;Q
~
~
'"
z
~
o
~
w
w
~
~
'"
Z
'"
'"
;:
'"
U
'"
~
o
H
,
~
00
'"
00
00
::l
U
o
H
~
~
'"
;:
'"
U
'"
~
o
~
~
~
U
'" ~
Z 0
o
Z z
"
00
H
~
~
~
00
'"
~ ~
z ::l
5 u 0 C3
u o.n ~ r..:l "-' Ei
O.....N~~~~
Z..:. 0 0 :::> 0
i3g~...t;~cr:
~ r:' ~ 0 <t: 2
Z ar:: f-t fJ) ~ f-;
m w ~ 0 U f-'
fficn~~u~5
en .. ll:: U U) C3 ~
z Z N 0.. U <t:
c: 0 Cl ~ ~ w
en fi ~ f-; en ~
~! ~g~
:; a!: U) (f) u.. "t:
c(wtlwbiii
u to- ~ n: i2 0
OW....:l 0.. 0
...J Q u .:J: t.... [-<
o
~
~ ~ ~ ~ ~
'"
z
~
o
~
w
,.,
~ 00
~ 0
~
~ ~
'" ~
'" ~
~ 00
'" ~
U H 00
'" Z 0
~ 00 ~
'" "
~ 8 0
'" '" ~
'" z '"
00 '" 00
~
~ ~
~ H
" Z
00
~ '"
o 8
'"
z
'"
~
~
~
"
co
~
z
~
'"
~
z
o
H
00
i!5 ~
~ Cl ...
~ ~ 0
'" '" z
U) ..... :3
~ U 00
H "
~ !Z ~
'" 0 0
U U
'"
'" w Z
zoo,"
'" "
~ '"
~ w
~ ~
"
co
~
z
~
'"
'"
U
"
'"
z
o
U
'"
00
"
'"
w
~
'"
z
'"
Z
H
"
,-
00
o
o
~
~
WH
~"
W~
~~
(.cJ;J
zu
HOO
"
-liiJ
"CO
~ "
" "
'"
,U
OOH
~H
~z
"'"
t::lCr'.
Z~
,,~
b"::;
~
[~
P..U
",
Z~
m"
"'0
uu
H
"W
ZZ
WH
~
o..z
~
"
'"
~w
O~
00
~
8~
i3S
~ z
O~
w~
Z
,"00
Z
,"0
UH
"'"
'""
ZZ
OH
u~
"'w
00'"
"u
wO
w
"W
"
-"
w"
'"
~3
"'w
~~
" >
w
w~
U~
H
'"w
~:>
~w
~z
~w
"CO
00
~
~
o
Z
o
o
o
H
~
H
~
,"00
U -
"'~
~o
~'"
ou
u'"
~
"'H
zo
'"
'"
ZZ
:.;'H
2i3~
o
"
oz
'"~
o
~
"
~
~
00
"
'"
H
00
00
~
~
o
Z
o
o
~
~~
o
z'"
"
~"
~"
~
q
OO~
H'"
Z
O~
O~
o
~H
'"
~'"
Z
~'"
'"
~o
'"
z
O~
u
'"co
:>~
~z
0'"
U
"'~
z'"
,""
~
H
Z
co
~
o
~
Z
H
00
ro
u
'"
00
~
o
w
z
o
H
:>
~
o
'"
Z
H
~
~
~H
:::3,-,
3~
o ~
ZH
,"0
~ ~
~
"
~~
U~
~
"'H
Z
'" -
o
~
. ~
ZH
800
,"Z
,:I;(",
~F
~w
"'00
'"
'"
u
~
~
'"
z
~
~
o
H
'"
Z
'"
o
'"
w
"
~
co
'"
H
Z
~
o
~
~
w
"'"
"w
"8
co'"
z~
H"
W
H _
"H
>
wro
g;~
"
w"
~Ei
'"
z _
w~
co
'"
OO~
"
~"
~w
"'0
zo
~u
~
O~
HO
00
~::l
'"
~~
~
00
z~
~H
ow
~"
U
'"
'"'"
~~
H
"
H
Z
'"
Z
~
"
~
"
'"
~
o
w
ro
z
'"
m
~o
~
~oo
oz
z8
~oo
~~
~ro
'"
z'"
~z
~'"
o
HZ
'"
w
Z:<
'"
'"
~U
o ~
W"
co~
"0
HU
ZU
w"
U
~ Z
WH
~
o
":.;'
U~
H
U
woo
H
:>:J
"
~Z
w~
~
~~
OH
ZZ
W
OOz
~
W"
U~
H
H ~
Z W
W ~
~ 0
~ w
ro ~
" Z
u
z
" 0
~
Z
H
m
'"
~
'"
U
'"
~
'"
8
H
Z
'"
"
ro
~
"
'"
Z
H
H
"
Z
H
~
Z
"
W
Z
w
w
o
~
~
g
"''''
~o
0"
z"
STATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELA nONS
Division of Labor Statistics and Research
455 Golden Gate Avenue, 9th Floor
San Francisco, CA 94102
Arnold Schwarzenegger, Governor
MAILING ADDRESS: (t'.
P. O. Box 420603
San Francisco, CA 94142-0603
PREDETERMINED INCREASE FOR
ASBESTOS AND LEAD ABATEMENT (LABORER)
(SC-l 02-882-1-2007-1)
IN ALL LOCALITIES WITHIN IMPERIAL, INYO, KERN, LOS ANGELES, MONO,
ORANGE, RIVERSIDE, SAN BERNARDINO, SAN DIEGO, SAN LUIS OBISPO, SANTA
BARBARA, AND VENTURA COUNTIES
This predetermined increase for the above named craft applies only to the above referenced determination
for work being performed on public works projects with bid advertisement dates on or after March 4, 2007,
until this determination is superseded by a new determination or a predetermined increase modification
notice becomes effective.
When referencing our prevailing wage determinations, please note that if the prevailing wage rate
determination which was in effect on the bid advertisement date of a project has a single asterisk (*) after
the expiration date, the rate will be good for the life of the project. However, if a prevailing wage rate
determination has double asterisks (**) after the expiration date, the rate must be updated on the following
date to reflect the predetermined rate changers).
ASBESTOS AND LEAD ABATEMENT WORKER (LABORER)
Determination SC-102-882-1-2007-1 is currently in effect and expires on December 31, 2007**.
Effective January 1, 2008, there will be an increase of $1.52 to be allocated to wages and or fringe
benefits.
Effective January 1, 2009, there will be an increase of $2.00 to be allocated to wages and or fringe
benefits.
There will be no further increases applicable to this determination.
Issued 2/22/2007, Effective 3/4/2007 until superseded.
This page will be updated when wage rate breakdown becomes available
Last Updated: March 4, 2007.
~TATF OF rAllFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS
DIVISION OF LABOR STATISTICS & RESEARCH
455 Golden Gate A venue, 9~ Floor
San Francisco, CA 94102
ARNOl n srHW AR7F.NFCrtiFR rrnVFRNnR
San Francisco
ADDRESS REPLY TO:
P. a. Box 420603
CA 94142-0603
it
PREDETERMINED INCREASE FOR
CEMENT MASON
(SC-23- 203- 2-2006-1)
IN ALL LOCALITIES WITHIN IMPERIAL, INYO, KERN, LOS ANGELES,
MONO, ORANGE, RIVERSIDE, SAN BERNARDINO,
SAN LUIS OBISPO, SANTA BARBARA, AND VENTURA COUNTIES
This predetermined increase for the above named craft applies only to the current determination for work
being performed on public works projects with bid advertisement dates on or after September 1,2006, until
this determination is superseded by a new determination or a predetermined increase modification notice
becomes effective.
When referencing our prevailing wage determinations, please note that if the prevailing wage rate
determination which was in effect on the bid advertisement date of a project has a single asterisk (') after the
expiration date, the rate will be good for the life of the project. However, if a prevailing wage rate
determination has double asterisks (") after the expiration .date, the rate must be updated on the following
date to reflect the predetermined rate change( s).
Cement Mason
Determination SC-23-203-2-2006-1 is currently in effect and expires on June 30, 2007".
Effective on July 1,2007, there will be an increase of $2.12 to be allocated to wages and/or employer
payments.
Effective on July 1, 2008, there will be an increase of $2.25 to be allocated to wages and/or employer
payments.
There will be no further increases applicable to this determination.
Issued 8/22/2006, Effective 9/1/2006.
This page will be updated when wage rate breakdown information becomes available.
Last Updated: September 1,2006
STATROF f'AJ IFORNJA
DEPARTMENT OF INDUSTRIAL RELATIONS
DIVISION OF LABOR STATISTICS & RESEARCH
455 Golden Gate Avenue, 9'" Floor
San Francisco, CA 94102
ARNOLD SCHW ARZENEGGER. GOVFRNOR
ADDRESS REPLY TO: ~
P a Box 420603 ~
San Francisco CA 94142-0603
PREDETERMINED INCREASES FOR
LABORER AND RELATED CLASSIFICA nONS (SC-23-102-2-2006-2)
ALL LOCALITIES WITHIN IMPERIAL, INYO, KERN, LOS ANGELES, MONO,
ORANGE, RIVERSIDE, SAN BERNARDINO, SAN LUIS OBISPO, SANTA
BARBARA, AND VENTURA COUNTIES
These predetermined increases for the above named craft applies only to the current determination
for work being performed on public works projects with bid advertisement dates on or after
September I, 2006, until this determination is superseded by a new determination or a predetermined
increase modification notice becomes effective.
When referencing our prevailing wage determinations, please note that if the prevailing wage rate
determination which was in effect on the bid advertisement date of a project has a single asterisk (*)
after the expiration date, the rate will be good for the life of the project. However, if a prevailing
wage rate determination has double asterisks (**) after the expiration date, the rate must be updated
on the following date to reflect the predetermined rate change(s).
LABORER
Determination SC-23-102-2-2006-2 is currently in effect and expires on June 30, 2007**.
Effective July 1,2007, there will be a $2.00 increase to wages and/or employer payments
Effective July 1,2008, there will be a $2.25 increase to wages and/or employer payments
There will be no further increases applicable to this determination.
Issued 8/22/2006, Effective 9/1/2006.
This page will be updated when wage rate breakdown information becomes available.
Last Updated: September 1,2006
STATE OF CALIFORNIA
DEPARTMENT OF INDUSlRIAL RELATIONS
Division of Labor Statistics and Research
455 Golden Gate Avenue, 9th Floor
San Francisco, CA 94102
Arnold Schwarzenegger, Gavernor
MAIUNG ADDRESS:
P. O. Box 420603
Sat! Francisco, CA 94142-0603
@..::.-
.. ~~
!,,; .
Co,..o..'.
PREDETERMINED INCREASE FOR
PARKING AND HIGHWAY IMPROVEMENT
{STRIPING. SLURRY AND SEAL COAT
OPERA TIONS-LABORERl
ISC-23-1 02-6-2006-1 \
IN ALL LOCALITIES WITHIN IMPERIAL, INYO, KERN, LOS ANGELES,
MONO, ORANGE, RIVERSIDE, SAN BERNARDINO, SAN DIEGO, SAN LUIS
OBISPO, SANTA BARBARA, AND VENTURA COUNTIES
This predetermined increase for the above named craft applies only to the current determination for
work being performed on public works projects with bid advertisement dates on or after September
I, 2006, until this determination is superseded by a new determination or a predetermined increase
modification notice becomes effective.
When referencing our prevailing wage determinations, please note that if the prevailing wage rate
determination that was in effect on the bid advertisement date of a project has a single asterisk (*)
after the expiration date, the rate will be good for the life of the project. However, if a prevailing
wage rate determination has double asterisks (**) after the expiration date, the rate must be updated
on the following date to reflect the predetermined rate change(s).
PARKING AND HIGHWAY IMPROVEMENT (STRIPING. SLURRY AND SEAL COAT
OPERA nONS-LABORER)
Determination SC-23-1 02-6-2006-1 expires on June 30, 2007**.
Effective July 1,2007, there will be a $2.00 increase to wages and/or employer payments.
Effective July 1, 2008, there will be a $2.00 increase to wages and/or employer payments.
Effective July 1,2009, there will be a $2.25 increase to wages and/or employer payments.
There are no further increases applicable to this determination.
Issued 8/22/2006, Effective 9/1/2006 until superseded.
This page will be updated when wage rate breakdown information becomes available.
Last Updated: September I, 2006
!'\TATF OF r.AT TFORNTA
DEPARTMENT OF INDUSTRIAL RELATIONS
DIVISION OF LABOR STATISTICS & RESEARCH
455 Golden Gate Avenue, 9'" Floor
San Francisco, CA 94102
ARN01DsrHWAR7FNF:GGFR GOVF:RNOR
ADDRESS REPLY TO:
P.o. Box 420603
San Francisco CA 94142-0603
.
PREDETERMINED INCREASE FOR
TUNNEL WORKER (LABORER) (SC-23-102-12-2007-1)
IN IMPERIAL, INYO, KERN, LOS ANGELES, MONO, ORANGE, RIVERSIDE,
SAN BERNARDINO, SAN LUIS OBISPO, SANTA BARBARA, AND VENTURA
COUNTIES
This predetermined increase for the above named craft applies only to the current determination for
work being performed on public works projects with bid advertisement dates on or after March 4,
2007 until this determination is superseded by a new determination or a predetermined increase
modification notice becomes effective.
When referencing our prevailing wage determinations, please note that if the prevailing wage rate
determination which was in effect on the bid advertisement date of a project has a single asterisk (*)
after the expiration date, the rate will be good for the life of the project. However, if a prevailing
wage rate determination has double asterisks (**) after the expiration date, the rate must be updated
on the following date to reflect the predetermined rate diange(s).
TUNNEL WORKER (LABORER):
Determination SC-23-102-12-2007-1 is currently in effect and expires on June 30, 2007**.
Effective July 1, 2007, there will be an increase of $2.25 to be allocated to wages and/or fringe
benefits.
Effective July 1, 2008, there will be an increase of $2.25 to be allocated to wages and/or fringe
benefits.
There will be no further increases applicable to this determination.
Issued 2/22/2007, Effective 3/4/2007 until superseded.
This page will be updated when wage rate breakdown information becomes available.
Last Updated: March 4, 2007
ST ATE OF CALIFORNIA
DEPARTMENT OF INDUSTRIAL RELATIONS
Division of labor Statistics and Research
455 Golden Gate Avenue, 81h Floor
San Francisco, CA 94102
Arnold Schwarzenegger, GOI't'nlor
A1AILJ.\'G ADDRESS:
P. O. Box -120603
.c;1l11 r-nmci,co, CA 94142.0r:;03
"ijy"~.,,,
.' .
~~,
~
PREDETERMINED INCREASE FOR
LANDSCAPE/IRRIGA TION LABORER/TENDER
(SC-1 02-X-14-2005-1, SC-1 02-X-14-2005-1 A)
LANDSCAPE IIRRIGATION LABORER
LANDSCAPE HYDRO SEEDER
LANDSCAPEIIRRIGA TION TENDER
IN ALL LOCALITIES WITHIN IMPERIAL, INYO, KERN, LOS ANGELES, MONO,
ORANGE, RIVERSIDE, SAN BERNARDINO, SAN LUIS OBISPO, SANTA
BARBARA, AND VENTURA COUNTIES
This predetennined increase for the above named craft applies only to the current detennination for work
being perfonned on public works projects with bid advertisement dates on or after September I, 2005, until
this determination is superseded by a new determination or a predetennined increase modification notice
becomes effective.
\Vhcn referencing OUf prevailing wage determinations, please note that if the prevailing wage rate
detennination which was in effect on the bid advertisement date of a project has a single asterisk (*) atier the
expiration date, the rate will be good for the life of the project. However, if a prevailing wage rate
detennination has double asterisks (**) after the expiration date, the rate must be updated on the following
date to reflect the predetennined rate change(s).
LANDSCAPEIIRRIGA nON LABORER
Detennination SC-I 02-X-14-2005-1 is currently in effect and expires on July 31, 2006**.
Effective August 1,2006, there will be an increase of 5 1.30 to be allocated to wages and/or fringe benefits.
Effective August 1, 2007, there will be an increase of 5 1.30 to be allocated to wages and/or fringe benefits.
There will be no further increases applicable to this detennination.
LANDSCAPE HYDRO SEEDER
Determinations SC-I 02-X-14-2005-1 is currently in effect and expires on July 31, 2006**.
Effective August 1,2006, there will be an increase 01'51.30 to be allocatcd to wages and/or fringe benefits.
Effective August 1,2007, there will be an increase 01'51.30 to be allocated to wages and/or fringe benefits.
There will be no further increases applicable to this detennination.
continued on next page.
LANDSCAPE/IRRIGA nON TENDER
Determination SC-I 02-X-14-2005-1 A is currently in effect and expires on July 31, 2006**:
Effective August 1,2006, there will be an increase of S0.40 to be allocated to wages and/or fringe benefits.
Effective August 1,2007, there will be an increase of S0.46 to be allocated to wages and/or fringe benefits.
There will be no !urther increases applicable to this determination.
Issued 8/22/2005, Effective 9/1 /2005 until superseded.
This page will be updated when wage rate breakdown information becomes available.
Lasf Updated: September 1,2005
SOILS REPORT
-~
REPORT OF LIMITED GEOTECHNICAL
STUDY, 1-215 FREEWAY SEGMENT
3-SEWER LINE RELOCATION,
BETWEEN INLAND CENTER DRIVE
AND WEST CONGRESS STREET,
CITY OF SAN BERNARDINO,
SAN BERNARDINO COUNTY,
CALIFORNIA
April 12, 2007
SUBMITTED TO:
CITY OF SAN BERNARDINO
PUBLIC WORKS I ENGINEERING
300 NORTH D STREET
SAN BERNARDINO, CALIFORNIA 92408
\
.\
PREPARED BY:
HILLTOP GEOTECHNICAL, INC.
786 SOUTH GIFFORD A VENUE
SAN BERNARDINO, CALIFORNIA 92408
786 S GIFFORD AVENUE' SAN BERNARDINO' CALIFORNIA 92408
hdltopg@hgeotech.com . FAX 909-890-9055 .909-890-9079
HILLTOP GEOTECHNICAL
INCORPORATED
April 27, 2007
City of San Bernardino
Public Works I Engineering
300 North D Street
San Bernardino, CA 92408
Project No.: 622-F07
Report No.: 1
c
Attention: Mr. Robert Sepulveda
Associate Engineer
Subject: Report of Limited Geotechnical Study, 1-215 Freeway Segment
3 -Sewer Line Relocation, Between Inland Center Drive and
West Congress Street, City of San Bernardino. San
Bernardino County, California.
"
References: City of San Bernardino, Development Services -Public Works
I Engineering, Undated, 1-215 Freeway Segment 3 -Sewer Line
Relocation, Drawing No. 11916, Sheet 1 of 12 sheets to Sheet 12 of 12
Sheets.
I
Mr. Sepulveda:
According to your request, we have completed a limited geotechnical study for the
proposed sewer line relocation in the city of San Bernardino, San Bernardino
County, California. We are presenting, herein, our findings and recommendations.
FIELD EXPLORATION
The field study performed for this report included a visual reconnaissance of
existing surface conditions of the subject site. Site observations were conducted on
April 2 and April 3, 2007 by a representative of Hilltop Geotechnical, Inc.
622- F07.1
April 27, 2007
Page 2
A study of the property's subsurface condition was performed to evaluate
underlying earth strata and the presence of groundwater. Six (6) exploratory
borings were performed along the project area on April 2 and April 3, 2007.
Locations of the exploratury excavations were determined in the field by pacing
and sighting from the adjacent existing streets and adjacent structures as shown
on the referenced plan. Approximate locations of the exploratory excavations are
denoted on the 'Exploratory Excavation Location Plan,' Plate Nos. la through lc,
presented in this report. Approximate elevations of the exploratory excavations
were determined by interpolation from the profile as shown on the referenced
plans. Locations and elevations of the exploratory excavations should be
considered accurate only to the degree implied by the method used in determining
them.
The exploratory borings were performed by using a truck-mounted drill rig
equipped with 8-inch outside-diameter, hollow-stem augers. The exploratory
excavations were explored to depths ranging from approximately 7.5 to 26.5 feet
below existing ground surface at the excavation locations. Bulk and disturbed
samples of encountered earth materials were obtained at various depths in the
exploratory excavations and returned to our laboratory for testing and verification
offield classifications. Bulk samples were obtained from cuttings developed during
the excavation process and represent a mixture of soils within the depth indicated
on the logs. Disturbed samples of encountered earth materials were obtained at
various depth by driving a split-spoon sampler. The sampler was driven with
successive drops of a 140-pound weight having a free fall of approximately 30
inches. Blow counts for each successive 6.0 inches of penetration, or fraction
thereof, are shown on the 'Subsurface Exploration Log,' Plate Nos. 3 through 8b,
presented in this report.
Groundwater observations were made during, and at the completion of the
excavation process and are noted on the attached 'Subsurface Exploration Log,' if
encountered.
The exploratory excavations were logged by a representative of Hilltop
Geotechnical, Inc. for earth materials and subsurface conditions encountered.
Soil materials encountered in the exploratory excavations were visually described
in the field in general accordance with the current Unified Soils Classification
System (USCS), ASTM D2488, visual-manual procedures, as illustrated on the
attached, simplified 'Subsurface Exploration Legend,' Plate No.2, attached in this
report. The visual textural description, color of the soil at natural moisture
content, apparent moisture condition of the soils, and apparent relative density or
consistency of the soils, etc., were recorded on the field logs. The 'Relative Density'
HILLTOP GEOTECHNICAL, INC.
~
622-F07.1
April 27, 2007
Page 3
,.
of granular soils is given as very loose, loose, medium dense, dense, or very dense
and is based on the number of blows to drive the sampler. The 'Consistency' of silts
or clays is given as very soft, soft, medium stiff, stiff, very stiff, or hard and is also
based on the number of blows to drive the sampler. The field log for each
excavation contains factual information and interpretation of soil conditions
between samples. The 'Subsurface Exploration Logs' presented in this report
represent our interpretation of the field log contents and results of laboratory
observations and tests performed on samples obtained in the field from the
exploratory excavations.
r
The exploratory boring excavations were backfilled with excavated earth materials
and with reasonable effort to restore the areas to their initial condition before
leaving the site, but were not compacted to a relative compaction of90 percent or
greater. Where borings were located in existing paved areas, the borings were
capped with asphaltic concrete, cold patch material. In an area as small and deep
as a boring excavation, consolidation and subsidence of backfill soil may result in
time, causing a depression of the excavation areas. The client is advised to observe
exploratory excavation areas periodically and, when needed, backfill noted
depressions.
EXISTING PAVEMENT SECTION
The asphalt concrete and aggregate base thickness at the boring locations are
presented on the following table.
r
j
Asphalt Aggregate
Boring No. Street name & Station Thickness Base
(in.) Thickness (in.)
B-1 "r" Street. Sta. 24+75 7.0 0.0
B-2 "I" Street. Sta. 28+45 9.0 0.0
B-3 "I" Street. Sta. 22+20 6.0 0.0
B-4 "r" Street, Sta. 14+35 6.0 0.0
B-5 "r" Street, Sta. 04+65 6.0 0.0
B-6 rnland Center Drive, Sta. 00+90 6.0 0.0
EARTH MATERIAL DESCRIPTION
Presented as follows are brief descriptions of the earth materials encountered in
the exploratory excavations. More detailed descriptions of the earth materials
,
HILLTOP GEOTECHNICAL, INC.
622-F07.1
April 27, 2007
Page 4
encountered are presented on the attached 'Subsurface Exploration Log,' Plate Nos.
3 through Sb. The earth material strata as shown on the logs represent the
conditions at the actual exploratory excavation locations. Other variations mav
occur beyond and/or between the excavations. Lines of demarcation between the
earth materials on the logs represented the approximate boundary between the
material types; however, the transition may be gradual.
The site materials encountered during the field exploration were identified as man-
made fill (at) overlying alluvium (Qal). The pavement section encountered at the
locations of boring ranged between 6.0 to 9.0 inches asphalt concrete with no
aggregate base.
'-
Underlying the asphalt concrete to the depths of approximately 0,5 to 7.5 feet, the
on-site soil was classified as man-made fill. The fill consisted of gravely sand (SP)
was encountered to the depth of 0.5 feet below the asphalt concrete in boring B-3,
B-5, and B-6. The fill consisted of brown silty fine to coarse sand with a trace
gravel (SM) was encountered to the depth of 7.0 feet below the asphalt concrete in
boring B-1. These fills are considered to be undocumented since no reports were
made available for review.
Alluvium was encountered underlying the fill soils in boring B-1, B-3, B-5, and B-6
and underlying the asphalt concrete in boring B-2 and B-4. The alluvium consisted
of silty fine to coarse sand (8M), slightly clayey fine to coarse sand (8P/SC), slightly
silty fine to coarse sand (SP/SM), clayey fine to coarse sand (SC),and sandy clay
(CL). These strata were generally brown, gray, brown or black-brown in color,
moist, and very loose to dense in relative density or medium stiff in consistency.
LABORATORY TESTING
Laboratory tests were performed on selected bulk samples obtained from
exploratory excavations during the field study. Tests were performed in general
accordance with generally accepted American Society for Testing and Materials
(ASTM), State of California - Department of Transportation (CALTRANS),
Uniform Building Code (DBC), or other suitable test methods or procedures. The
remaining samples obtained during the field study will be discarded 30 days after
the date of this report. This office should be notified immediately if retention of
samples will be needed beyond 30 days. A brief description of the tests performed
is presented below:
HILLTOP GEOTECHNICAL, INC.
,
!
j
-1
"
j
622-F07.1
April 27, 2007
Page 5
r
Classification
The field classification of soil materials encountered in the exploratory excavations
was verified in the laboratory in general accordance with the current Unified Soils
Classification System, ASTM D2488, 'Standard Practice for Determination and
Identification of Soils (Visual-Manual Procedures).' The final classification is
shown on the attached 'Subsurface Exploration Log,' Plate Nos. 3 through 8b.
Sieve Analysis
The percent by weight finer than a No. 200 sieve (silt and clay content) was
determined for selected samples of earth material in general accordance with
current ASTM D1l40 procedures. The test is performed by taking a known weight
of an oven dry sample of soil material, washing it over a No. 200 sieve, and oven
drying the soil retained on the No. 200 sieve. The dry weight of soil material
retained on the No. 200 sieve is measured and the resulting percentage retained
is calculated based on the original total dry soil sample weight. The percent
passing the No. 200 sieve is determined by subtracting the percent retained from
100. The test results are summarized in the following table.
,--
~
I
PERCENT PASSING #200 SIEVE TEST
(ASTM D1l40 Test Method)
PERCENT
SAMPLE SOIL DESCRIPTION PASSING #200
SIEVE
B-2, 1.0'-4.0' Brown silty fine sand (SM) 34
B-4, 1.0'-4.0' Brown clayey fine to coarse sand 49
(SC)
B-5, 1.0'.4.0' Gray-brown sandy clay (CL) 59
Sand Equivalent Test
Sand equivalent tests were performed on samples of near-surface earth materials
in general accordance with current California Test 217 procedures. The Sand
Equivalent is an indicator ofthe relative proportion of fine materials in samples
of soil or aggregate which pass a No.4 sieve. The Sand Equivalent value is a
unitless number and is the ratio of the height of sand to the height of flocculated
fine material in a sedimentation cylinder. The ratio is multiplied by 100 to obtain
the Sand Equivalent Value. The test results are summarized in the the following
table.
HILLTOP GEOTECHNICAL, INC.
622-F07.1
April 27, 2007
Page 6
SAND EQUIVALENT
(California Test 217])
I SAMPLE I SAND I
EQUIVALENT
B-1,1.0'-4.0' 13
B-2, 1.0'-4.0' 15
B-3.1.0'-4.0' 11
B-4,1.0'-4.0' 8
B-5,1.0'-4.0' 5
B-6,1.0'-4.0' 6
TRENCH EXCAVATION RECOMMENDATIONS
Utility trenches within the zone ofinfluence of pavement areas should be backfilled
with documented, compacted soil.
It is recommended that utility trench excavations be designed and constructed in
accordance with current OSHA regulations. These regulations provide trench
sloping and shoring design parameters for trenches up to 20 feet in vertical depth
based on a description and field verification of the soil types encountered.
Trenches over 20 feet in vertical depth should be designed by the Contractor's
Engineer based on site specific geotechnical analyses. For planning purposes, we
recommend that the following OSHA soil type designations and temporary slope
inclinations be used:
OSHA TEMPORARY
EARTH SOIL SLOPE
MATERIAL TYPE* INCLINATION
(H:V)**
Undocumented Fill C 1.5:1
Compacted Fill C 1.5:1
Alluvium C 1.5:1
HILLTOP GEOTECHNICAL, INC.
622-F07.1
April 27, 2007
. Page 7
~
OSHA TEMPORARY
EARTH SOIL SLOPE
MATERIAL TYPE* INCLINATION
(H:V)**
Type 'C'; Cohesive soils with an
unconfined compressive strength
of 0.5 tsf or less: or Granular
soils including sands, gravels.
loamy, clayey or silty sands. etc.
.. Steepest allowable slopes for excavations less
than 20 feet in vertical height. Slopes for
excavations greater than 20 feet in vertical
height should be designed by a Registered
Professional Engineer with experience In
Geotechnical Consulting and Soil Mechanics.
1
Excavations of less than 5.0 feet in depth may also be subject to collapse due to
water, vibrations, previously disturbed soils, or other factors and may require
protection for workers such as temporary slopes, shoring, or a shielding protective
system. The excavations should be observed by a qualified, competent person (as
defined in the current OSHA regulations) looking for signs of potential cave-ins on
a daily basis before start of work, as needed throughout the work shifts, and after
every rainstorm or other hazard-increasing occurrence.
.
Surcharge loads (i.e., spoil piles, earthmoving equipment, trucks, etc,) should not
be allowed within a horizontal distance measured from the top of the excavation
slope equivalent to 1.5 times the vertical depth of the excavation. Excavations
should be initially observed by the project Geotechnical/Geologic Consultant
and/or his representative to verify the recommendations presented or to make
additional recommendations to maintain stability and safety. Moisture variations,
differences in the cohesive or cementation characteristics, or changes in the
coarseness of the deposits may require slope flattening or, conversely, permit
steepening upon review and appropriate testing by the project Geotechnical /
Geologic Consultant and/or his representative. The excavations should be observed
by a qualified, competent person (as defined in the current OSHA regulations)
looking for signs of potential problems on a daily basis before start of work, as
needed throughout the work shifts, and after every rainstorm or other hazard-
increasing occurrence. Deep utility trenches may experience caving which will
require special considerations to stabilize the walls and expedite trenching
operations. Surface drainage should be controlled along the top of the construction
slopes to preclude erosion of the slope face. If excavations are to be left open for
1
HILLTOP GEOTECHNICAL, INC.
l
l
,
622-F07.1
April 27, 2007
Page 8
i
long periods, the slopes should be sprayed with a protective compound and/or
covered to minimize drying out, raveling. and/or erosion of the slopes.
TRENCH BACKFILL RECOMMENDATIONS
Sand equivalent tests on samples of near-surface on-site soil material indicate that
the near-surface on-site soil material had sand equivalents of 5 to 15. In general,
the on-site earth materials present are considered satisfactory for reuse as trench
backfill. However, the suitability of on-site material for pipe bedding materials
should be determined by the Civil Engineer who is designing the pipe for the
proposed sewer line. Trench backfill materials should be free of significant
amounts of organic materials and/or debris and should not contain rocks or clumps.
greater than 6.0 inches in maximum 'dimension. No significant amount of
oversized rock materials are anticipated to be generated from the cuts performed
in the local materials.
Trench backfill material should be placed in a lift thickness appropriate for the
type of backfill material and compaction equipment used. Backfill material should
be brought to optimum moisture content to 3.0 percent above optimum moisture
content and compacted to 90 percent or greater relative compaction by mechanical
means. Jetting or flooding of the backfill material should not be considered a
satisfactory method for compaction unless the contractor can demonstrate that
proper compaction will be achieved. Maximum dry density and optimum moisture
content for backfill material should be determined according to current ASTM
D1557 procedures.
J
CLOSURE
This report has been prepared for use by the parties or project named or described
above. It mayor may not contain sufficient information for other parties or
purposes. The findings expressed in this report are based on generally accepted
geotechnical engineering practices and principles. No further warranties are
implied or expressed beyond the direct representations of this report.
This opportunity to be of service is appreciated. If you have any questions
regarding this matter, please contact this office at your convenience.
HILLTOP GEOTECHNICAL, INC.
-1
I
i
l
622-F07.1
...
April 27, 2007
Respectfully submitted,
~
HILLTOP GEOTECHNICAL, INC.
"
~
Senior Engineer
Date Signed
SSIDLC/em
...
Attachments:
Distribution:
"
.
"
Page 9
'Exploratory Excavation Location Plan' . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . Plate Nos. Ia through Ic
'Subsurface Exploration Legend' ............. Plate No.2
'Subsurface Exploration Log' ..... Plate Nos. 3 through 8b
(4)
Addressee
HILLTOP GEOTECHNICAL, INC.
~ ~ lj;i .~ ...... ~~'-
-".." ~11~1~"..,_~~ti
I} ___ ___ ~~~
l::H i r;8~~
i ~~~W:
,: If~,.'"
I,; I; ll~. 'I ;;:" "-
, I' I,
,: Ii'I
rf~I' ~
" 1'1',. SI".
1 I -, e3~
I rr-:- - ~)
I:'lif
f I +~ I I
r ,: I I
I' 'II
: 1,1
.' I'I
I ~ T'" I
I,"~ ill I
I: I
: II' ,
'I '
I'" '
: I'k~~
, I ,~,
, I: r----;r "'-
I' I I iJ
I: :1':
I: II I I
II 1_ '
~l/t.:, i
, I,
(': ~ ~
! I; I' rr-------
I" c
:J'
~ ;" ):. '/J U:Ia 7QYLN<
\-. lla007.iONIGarvNi/5
,1\ "
:;;
~
~
~
~l
ir-C;- I'
" .
d;-~l
I
-it'
,'"I
---_J1---
---.,.,
"
.,
l-F~
~ ~
'-r.~~
, I"
lI"- ji:
! ':: :
i I
' ,
i~,I., :
, j,; I
I I . 1...__ ~
I "-'
,,~r' ~
p !,:;:\ i ~
'~i
,
I
'-
-~-:-.;
.i ~
1 f:
,.
~
'-
"
~;
~
'-
"
"
~
~
~
I
~ d
5 .~
'r:: ~
~ ~
j ~
"ril
'il C
8 S
';< ~
8.Q
0.0.
0. K
~ril
~
~
z
:l
..
~ z
0
;::
<
;.. "
0 0
.. ..0
0 Z
Ul 0
~
<
"
1;1
..
=:
0
....
<
=:
0
..0
..
1;1
~ .!i
~ 0
s z
. 1/
:0 .
E:
Ul ~\
Ul '"
>. 0
'" z
~
0
.
'0'
.
..
~I
~
. .
" 0
0'"
.- Ul
.
t~
.: ;:::
,,-
o ,
" 0
_Z
" '"
... 0
- '.
o .
:t; ~
0:0
:.= i
~ .r:
.. '0
, ~
"-
t .
.. ~
~ ~
. '.
Ul""
.~ .
o .
. 3
C ~ .
o.'S
o '" .
'i - ~
. . '"
Gf E CI.l
~ ~~
o"-l "S
.S 0>' '"
." -
_ 3 ~
Il:I ~ Q;I
. .
C r:- ..s::
~ .... CJ:l
c:l~.s
c ~ 2S
:......t
~...'"
01/ "
;.,-iI'"
.~ c.:
U:::Jo
ii
o
"
-
01:
"
X
I "" II '
~.' i II
, 'i "
I' t' ~ :,'
I .'1
I "
I I....
.I .
. ~ ~ l"
, f) j~ ~ ~
"I~_':<i_D
. _,,y,t~~~
;""J~
~~
I
11er:l
I Ice
j''\j
t.~_, il:,'i,,1
:or I .-/ '" I
C I _ II I
~ II I
::: 'II
"'- . ., I
~: ! I L'
M., I flJ!' .1 ~~
:', "r,l, ~ '( A
ilf i :,11 ~ I :::~
"" I '" ~ "tp
JA'"1 ...~"S....._
:Z..-+, '--.J "'TM>~::r;;
f ,,~
I ~ 'I . ~~
., '1'1: Ii
I i 'I . I
! ',"'~
1;"l'~'.':'1 ~,
. ' ': -C:- ~
I I " :. ::2
Iii 0 - 5
',I Y"-l ;;-- __J-::
:/1] fill r ~
II I "
, ''\..11,
'I I ,i I
I ~t' "l'
'ii' '_,
i' '~i
..1 ,~
;..: '
~
:..:..:
~
~
~;
,g"
~~ t
:::i ~
~::i
~-
:"::::
::::"'l
.::;.....
::t;~
::::'"
~~!- .
;:;_~L.."I I
~ l:l"", I I.
~ '['j.
l! ! c:l 1-: ~
! I :1,,1
I
I
OO+Zl ViS
hi :
- --of- ~
:r I.:q
" .
, .
~: ..
,: . ,If n~:Lm
1/'.'17 H:J.H W
,
.
,
......<;: I
.~ S~
~ ~ :j.l
, I,
q:
//,~O~<~
/ / /j/ .
/ //
!
~'-
- -.......,... "",
!
!
-
:'
~'S:'"
of \"",,'(1
~f.,,'
,
!
~
!
!
~
~
~
~
;
~ ,
o C
t:: .S:
0_
,- ~
- >
~ ~
u u
.3 ~
Oil
u
-:;: C
.. 0
S _
,- ~
" ~
o 0
~-
"''''
'" ~
<t:0il
<D
,
~
?
z
:s
.. :::
z ~
8_0~o
;:: z
<: .ii 2<
..... u ~ =
~ 0 ~
.. -'
u Z
'" 0
~
"
~
;..
'"
o
..
;a
o
-'
..
~
,.:
0
"'
,:,
~ "
~
>. d
'" Z
~
u
.
l
~Ii
. i
"",
c'"
.i: _
. ~
. -
c '"
.~:::
c ,
'" 0
_Z
. ..
... 0
. '.
o ~
~ ~
.Q
:: :!
.., 0
:= ',,::
.. 0
~S
. .
.'"
'E ~
. '.
",,,
C t
. 3
E ~ .
o.'S
0'" .
- - .
. ...,
> . '"
~ ~~
0" tJS '5
c ,,~
... 0_
.. "
. - ~
11:I ~ Q)
I: ~ Q)
. '" ..,
. '"
::c~S
c ~ $
. ~ .
OO-.,;Cl>
'o~~
~.g ~
.- E....
,,~O
~
.
,
.!
&!
I'
I'
I
~ I
.'
~ :
'"
I:
~
'<
"
'<
~
"
'"
~
~
"
~
f
I
'"'5 c.:
..@
j ~
~ ~
~ ~
- ~1
.3 C
~ ;:l
~ ~
.~ ~
"-
"''''
'" ~
-<:r>J
Z
"\
~
0.
0> Zo S
o "
~ e::
<:
u
o
..,
Z
~-t' I
<: "
~ .
u ..,1
>< .-,
"'[ \ &:!
>- (:'1'
I s: i :/> i2 I
E:: ~ 0
~ S ~
o ~
~ !
o
-=
;j
"
J
~I
~ ~
'" 0:
~
~
~I:
~
. .
bO.
0"'
'''':1:
" .
. '"
. -
o '"
.~:::
o ,
'" 0
_Z
" "
... "
~ "i
~ ~
0'"
;.: ~-
..0 0
=' "':::
0. 0
, ~
"-
. .
00:
'h
Il.l .~
"'~
-= ~
Il.l <:;;
~:.; S .
o ~ t
"iic:..c
~ ~ m
. ,; "
Q "'-
O~ '0
" "'''
... 0_
1: ~ t
. . 0
E ~ ~
~~.s
Cl ~ I:tJ
Ill.... t
'" '.
...]~
o .
>'-0 ~
:::: ~ '0
U_
~
"
e
.s
o:!
~
llNIFIED SOIL CLASSIFICATION SYSTE!\1 CONSISTENCY / RELATIVE
Visual-Manual Procedure (ASTM D2488) DENSITY
.
M-VOR DIVISIONS GROLTP TYPIC At NAMES CRlTERIA
SYMBOLS
GW Well Grad<;:d Gravels and Gravel- Reference 'Foundation Engineenng . Peck. Hansen,
Clean Sand Mixtwes. Link or no Flnes Thombum, 2nd EditIOn
Gravels Gr:l\els
Poorl\ Graded Gra\l:ls and
50 "/0 or more GP (jral<~l-Sand Ml.'(tures. Little or no Standard Penetration T eSI
of Coarse Fines Granular Soils
Fraction
Retamedon GM SLIt) Gravels, Gravel-Sand-Sllt Penetration Resistance. Relatiw
Coarse- No 4 SIeve Gravels Mixtures'" N. (Blows' Foot) Densl~
Grained wlth
SOlis. Fines GC Clayey Gravel, Gravel-Sand.Cla}
MI:IO!ures.' 0-4 Very Loose
More than SI'. Well Grad...d Sands and Gra\el} 4 - 10 Loose
50% Sand~, Lillie or no Fines
Retamed Clean 10- )0 MedIum
on No 200 Sands Sands Poorly Graded Sands and Gra\elly
SIeve SP Sands, Link or no Fmes 30 - 50 Dense
More than
50%of Sands SM Silt~ Sands, Sand-Silt Mixtures" > 50 Very Dense
Coarse ....ith
Fraction Fines
Passes No 4 SC Clayey Sands, Sand-Cla~
Sieve Mixtures..
ML Inorganic Slits, Sand} Slits, Rock Standard Penetrallon Test
Flour Cohesive Soils
Silts and Clays CL Inorganic Clays of Low to Penetration Consistency Unconfined
Medium Plasticit)" G1'a'..'elly Resistance, N, CompressIve
Liquid LimIts 50 % or less Cla}s, Sandy Clays, Silt)' Clays, (Blows Foot) Strength,
Fine Lean Clays (Tons Sq
Grained Ft)
Soils. OL Organic Silts and Organic silty
Cla}s of Low Plasticity <2 Very Soft < 025
50%01' MH Inorganic SIlts, Micaceous or 2-4 Soft 025.05
man: Diatomaceous silts, Plastic Silts
Passes No 4-' MedIum Stiff 05- I 0
200Sie\'e Silts and Clays CH Inorganic Clays of High PlastiCIty, .
Fat Clays 8.15 Stiff 10 - 2 0
Liquid LimIts Greater than
500'0 OH Organic Clays of Medium to High 15-30 Very Stiff 20 --to
Plasticity :-30 Hard "40
HIghly Organic Soils PT Peat, Muck, or Other Highly
Organic Soils
SUBSURFACE EXPLORATION LEGEND
Based on matenal passing the 3-mch sieve.
More than 12% passing the No. 200 sieve: 5% to 12% passing No. 200 sieve requires use of duel symbols (i.e.. SP-SM..
GP-GM. SP-SC, GP-GC. etc.); Border line classifications are designated as CH/CI, GM/SM. SPiSW. etc.
U_S_StandardSieveSize 12" 3" 3/4" #4 #10 #40 #200
.
..
l:nified Soil ClassinutioD Boulders Cobbles Gravel Sand Silt and
Designation I I Medium I Cia)
Coarse Fine Coarse Fine
Dry
Moisture Condition
Absence of moisture, dusty,
dry to the touch_
Damp but no visible moisture_
Visible free water, usually
below the water table_
Material Ouantitv
Trace < 5 %
Slightly 5 - 12%
Linle 12 - 25%
Some 25 - 50 %
Other Svmbols
C - Core Sample
S - SPT Sample
B - Bulk Sample
CK - Chunk Sample
R - Ring Sample
N - Nuclear Gauge Test
v - Water Table
Moist
Wet
..
PLA TE NO_ 2
HIU.'RlP Gm1'ECHNICAL
BORING NO.
~
~
""
~
Q.
w
~
-
w
Q.
...
f-
w
Q.
S
co
rJJ
c
o w
'Z ~
.. co
;; ~
w 00
c -;;
w w
1'.0::
1
.=: 3
2 3
~
' ~;'"-~ 6
.3 :/
4 L
5
'j. 2
6_~'~ 3
~.>- 2
7
8
9
_n
lO
11
12
13
14
15
16
17
18
19
20
4.
HILL.TOP GEoTECHNICAL
.
c
o
'':;
"
~
!;;
'OC
_ 00
.- ..
0-
mu
...
.::
~
c
w
0'"
.:::
,. :c
~ -
- -
8M
Elevation
Date:
B-1
o.
-
~ ~
= c
~ w
'J; ...
o c
~8
~
w
~
..
... ~
'"
B "C
C
0 ;:
""
~ ~
- r;
af
PrOject ~o.: 622-F07.1
Description
Asphalt to 1_0 Inches.
FILL:
Silt~. fine to coarse sand. a little gravel: Brown; Moise Loosf'.
Bottom of boring at j.5 feet (refusal on concrete).
No groundwater encountered.
Boring backfilled with excavated material and capped \\'ith
cold patch asphalt concrete.
SUBSURFACE EXPLORATION LOG
" 10:36
4/1 ;)/2007
Ih:
Plate ~o.
"vIe
:3
BORING NO. B-2
" c
Q. C 0 " ~
~ ... 0 " .;:; ~ 0
.::: E- .;:; " '" "00 " ~
'" c " c ~ ~
- " ~ '" '-= ,,~ ~ c
..c e. ~ ~ .;; c::", ~ "
~ E " 00 00 .: 00 ~
Q. C "' .- '" C:c c
" '" " " c- c
c:: rJl 1>..:>:: ooU O!::. :; U
1
2 ~ ~
r83
3 ZZ~-'- .__m.n mmm. ___..n.__ m__m_. _mm___....._ ..._____.m__m___mm__m_.....n.___..___......__mm_mm______m
gp/se Shghtlv clave, fine to coarse sand BrO\\ll MOIst Loo~p
4
5 ~.;.'.'
~.~'
.;,..~~
6
7
8
9~~'
f#-~
10
11
12
'13 ~l
r'"
."",,~.
14
,
4
,
.
15
16
17
18
19
20
Project :\0.: 622.F07.1
"
.,
o
-0
..c
:3
~
"
~
'"
~
"C
C
~
C
~
-.
-
Description
Asphalt to 9.0 inches.
8M
QaI
ALLFvlC\\
SlIt\ fine sand Brown MOist, Loose
2
2
3
8P!8~\
Slightly silty fine saild; Brown; Moist; ~'1ediurn dense.
4
5
6
8M
Silty fine sand; Brown; Moist; Loose.
2
2
3
Bottom of boring at 1:3.5 feet.
No groundwater encountered.
Boring backfilled with excavated matprial and capped with
cold patch asphalt concrete.
~
SUBSURFACE EXPLORATION LOG
ElevatlOn
Date:
Bv:
Plate ~o.
~IC
4
:t: 1027.5
HILLTOP GEOTI!:CHNICAL
4IJ :3/2007
BORING NO.
" c
0
Q. C .;:
>. .:: "
~ E-< ~ '"
~ " ~
" '" '" l;:
~
.c Ii ~ ~ O(i;
~ " '"
Q. E " ";;; '"
.- '"
" '" " " 0-
0 rfl c.. ~ rflv
I
:~
/
-:t
r:i.
SP
SM
2
3
3
8M
2
3
4
6
7
8
_9~
m-
2
4
6
10
11
4
12
13!r'
._,..~
.1"
.;;..:.;,
14
I
3
4
15
16
Ii
18
19
20
4.
HIL1.TOP GEoT1!:cHNICAL
.
:>.
~
";;'
"
" -
OM
it:
>.-
~ .0
O:::C
SC
Elevation
Date:
B-3
c
,,~
~ ~
o c
~ "
'" ~
'0 :=
;;-:5
>.
'"
o
"0
.c
-
,
-
af
Qal
PrOject :\0.: 622,F07.1
~
"
~
'"
~
"0
C
o
o
~
c.:J
Description
Asphalt to 9.0 inches.
Gravely sand.
ALLl'\ll'M:
Silty fine to medium sand. clay lenses: Brown: Moist: Loo~e.
Silty fine to medium sand: Brown: Moist: Loose.
Clayey fine sand: Brown; 1Joist: Loose.
Bottom of boring at 13.5 feet.
No groundwater encountf'red.
Boring backfilled with excavated matenal and capped w"ith
cold patch asphalt concrete.
SUBSURFACE EXPLORATION LOG
Me
x 1023
4/13/2007
B\":
Plate ""D.
5
c
r
J
BORING NO. B-4 Project :\0.: 622-FO,.1
" c ~
0 '" "
Q. C '? ~
~ '" 0 " .;; ~ ~
.::: E- .. ~ ~ ocr. ~ <.- '" ~
~ c ~ c ~ - ~ Description
" ~ ~ !:: " - ~ C '"C
.c C. - - -", 0 ~ ~ " :; c
~ " '" .::: '" - ~
Q. E c 'in '" c .c 0
~ ~.- ~
" ~ " " '0 ~..c 0 ~ ~
0 [/J Po. ~ [/J U 0 - :;; U - "
Asphalt to 6.0 inches.
1 SP af Gravely sand.
~ 2 SC QaI ALLl:\11';\1:
2 ., 2 Claye~' fine to coarse sand: Brown; MOIst; Very loose to loose.
" . 2
3 7
4 .~
5 l
.;S. 4
6 :f"" 5
"ie'" 6
1,.
,
8
9
-
10
11~ 5
5
JL. 8
12
13
.----...------------------...----------------------------------.------------------------------------------------------------------------------
S~l Silty fine sand, trace clay: Brown: :!\1oist: Medium dense.
14
15
r 5
to'
16 :: 9
ul' 8
,
17 Bottom of boring at 16.5 feet.
No groundwater encountf'I'pd.
18 Boring backfilled with excavated material and capped wIth
cold patch asphalt concrete.
19
20
~ SUBSURFACE EXPLORATION LOG
ElevatlOn :t 102~ B\': Me
HILLTOP GEOTECHNICAL
Date: .1/ 13/200, Plate ,,"0, B
;
BORING NO. B-5 Project No.: 622-F07.1
'" c ~
0 '"
Q. c ;.. - ~
- ;.. 0 '" 'Z ~ 0 ~
.::: .... 'Z ~ ~ .(;; '" -- ;.. ~
~ c ~ c ~ ~ ~ "tl Description
- '" ~ ~ !;: '" c
~
..c -a ~ ~ 'OO " '" ~ '" "0 c
~ '" ~ - ~ ~ ~ ::
Q. E c 'OO ~ ;..!:: '0 c ..c 0
'" ~ '" '" '0 ~ ~..c 0 ~ ~
Q en 0. :>: en u Q ~ :::: u ::i '-'
Asphalt to 6.0 feet.
I SP af Gravely sand.
~ 2 CL Qal ALLUvlUM
2 ; 3 Sandy clay: Brown-gray: Moi:st: rvledium stiff.
5
3
/::
4 L
5
-"Ji 2
6 I' 3
--,y' 4
~-,'
. i...... ~
7
8
9 SP/SC Slightly clayey fine sand; Brown: :v1oist; 1-Jedium dense.
10
~II' 3
5
f-~u '.
i~D 7
12
13
I- '0
14 SM Silty fine to coarse sand, trace graveL tracE' clay: Brown:
Moist: Dense.
15
"16 (f 6
10
uE~E: 20
17
18
SP/SM Shghtly silty fine to C<HH'se :;and. t 1'3('(' !!1'3vel: 131'0\\"11;
19 Moist: Very denst'o
20
~ SUBSURFACE EXPLORATION LOG
Elevation '" 1028 By: Me
HILLTOP GEOTECHNICAL
Date: 4/1 :J/2007 Plate :\0. 7a
BORING NO. B-5 (Cout.) ProJcct ;-';0.: 622-F07.1
" c ~
.9 "
Co C '" - ~
- '" 0 " ~ .<:: 0 0 ~
.::: f-< "" ~ ~ 00 ,,- '" ~
~ c ~ c ~ ~ '" Description
- " ~ ~ <:: ,,- ~ c 0 ."
..c Q. ~ ~ '00 Q~ ~ " -0 c
~ E Q.l .~ '" . .... '" ~ ..c ~
Co C '" :-: eo "'- '0 c 0
" " " " 0- ~..c 0 ~ ~
Q rJJ 1l.Cl:: rJJU Q: :;u - 0
tB: 7 SP/SM Qal ALLl:\ll7M (Cont.):
21i: 9 (Cant) Slightly silty finp to coarse sand, trace gravel: Brown: MOlst:
,.-.' , 50 V pry dense,
~i.__
22 Bottom ofbol'ing at 21.5 feet.
~o groundwater encountered.
23 Boring backfilled with excavated material and capped with
cold patch asphalt concretE'.
24
0.."-
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
4. SUBSURFACE EXPLORATION LOG
Eleva tlOn '" 1028 Bv: ;vIe
HILLTOP GEDTECHNtCAL
. .. Date: -1/13/2007 Platc :\0. 7b
BORING NO.
~
~
.c
-
Cl.
"
Q
I
:~
/
4L
5
r;,ij
6tr
7
8
9
10
1~1~
12
13
14
i
15
16 ~..~...
1-'-.. ~}
~t
I
A
17
18
19
20
"
Cl.
'"
...
"
c.
s
"
[fJ
c
o "
'Z g
" "
t t;
" .-
C oc
" "
Q..c.:
c
o
'Z
"
"
c:
'00
_ oc
"
cnu
2
3
2
SP
S~l
7
17
17
SC
2
2
2
SP/SM
4
5
10
~
HILLTOP ~CHNICAL
:>.
-
00
C
"
0'"
iJ::
~. ::c
0_
Eleva tion
Date:
B-6
~
o
,,<.-
~ -
o c
- "
:r. ....
.0 S
~u
:>.
..
~
.c
-
:3
af
PrOject :\0.: 622-F07.1
~
"
-
"
~
"C
C
5
~
'-'
Description
Asphalt to 6.0 inches.
Grayely sand.
ALLC\lCM:
Silty fine to coarse sand. trace clay. trace gravel: Brown-black:
!VlO1St: Loose.
Clayey sand: Brown: 2\Joist: Loose
Slightly silty fme to coarse sand. trace graveL trace cobbles:
Brown: Moist: !\-1edium dense to dense.
SUBSURFACE EXPLORATION LOG
'" 1030.5
4/13/2007
Bv:
Plate :\0.
8a
'vlC
.,
BORING NO. B-6 (Cant.)
<II C ..
0 <II
Q. c ;.. ~ ~
- '" 0 <II 'Z ~ 0 "
.i F- ';; ~ " ';; <II - '" ~
" c ~ c .. - '"
- <II .. " C <II ;;;- " c 0 ."
..c Q. .. .. OV, 0 - <II "0 c
.. <II 00 oJ: 00 - "
Q. S c ';; 00 t. ::c '0 c .c 0
<II '" <II <II '0 ~ 0 ~ ..
0 <fJ Il. g,:: <fJ U 0 ::; :E u - C,)
f 9 SP/SM Qal
21 16 (Cont.)
~
i;. 20
.,~.L~;
22
23
24
SP/SM
25
.i~.
26 ~:;
.t€"
""".
27
9
]8
19
I
28
29
3_0
3]
32
33.
34
I
35
J
36
37
38
39
40
~
Project ","0.: 622.F07.!
Descri.ption
ALLUVIliM (Cont.):
Slightly silty fine to coarse sand. trace gravel. tracE' cobbles:
Brown: Moist: 1\Jedium dense to dense.
Slightly silty fine to coarse sand; Brown; Moist: Dense.
Bottom of boring at 26.5 feet.
No groundwater encoi.mtered.
Boring backfilled with excavated material and capped with
cold patch asphalt concrete.
SUBSURFACE EXPLORATION LOG
Elevation
HIU-TOP GEOTECHNICAL
Date:
'" 1080.5
411 312007
Bv:
Plate :\0.
Me
8b
STANDARD DRAWINGS
elTV OF
E"t 5Tt ~a
~
SoA N BElZIoJAlZ.'PINO STA"-ICAlZ.o
-rC(J'OGtZA".....,., E:,YM&oLS
e8'1JTC2. L'IIJ I!
u_ CITY Lo''''TS
lZ'QI-IT OF WAY L.INE
-E:.~.
./"It'
-s
5-
-~cr
'fo/-
-1~.eOIolE;----O -
-'Z,"M
Q,-
- -'T--
-ltNI.o .CO~IIllZ.,...--
-,?V
E-
- -S.L..--
---514,.-----
--F.--
== ==lo;-tD PC:C= =
-c- -"1J' ...".... ---v- -r-"""'tT'""
-X-X-X-lC-
-
-
"
O~ .
.
-"'--JI!: -..--...-
~
nrr-"'!llT'"--nrt""-.,:r'lr'-1TJ!'"
_..IIt..._A_.JlIL._...iIJL_
- - - - - -
-,-
~ ~
0 ~loIrzU& tID
~. r'''LM 'if
~ fee 4L.A~
uWCOYEftO
eX'_TING f>EWElZ.
I!'XI~TlI'fG W"'TElZ. LI....e:
EXISTIN", STOCZM l)1ZAl N
2"'iTIl'lQ GNI I..I00E
UIoID'GD. TE!I...c::c:.t..ICUIT
Elll~T. .IIZ~IG"'TIO"" LI"'~
vJ-jI)'C1!t>. EI..I!c:TlZIC CONP.
..
STIZEET L.IG...TING,
TIZAFF"IC SI.....,...L
<Il
o'-G.
@
~!.w!.1t M.....HOL.E
~ew!~ CL.U1ol0UT
4TOr&M l)Ur., ""WIoIOL.E
(1)0r.[! J TEL.EPIo4QIolE IoJ.AHHOt.1 DlZ VAULT
@ ~~J~" MAlJIoIOL; oct VAULT
@ C~J W-'TE'lt MAIolIolOL.E O~ V.UL.T
@ :(] EL.I"CTIZIC MA..IoIOI..; act YAUI..T
o pp'" EL.ICTJZ.IC Olt 'TEI..IPIo+(lIolI P<:x.i
18I fLECTlZ.lC 'TOWEll.
En-- DOw,", GU'l'
b FtlZE. I-4VC~i'lT
=...... WATEr:.. METE.R:.
~ WATE~ VAI..V~
~
:0-
0-<'
..
.--:,.
C8:l
-
=--
~
~
+
~
n:
ore
,.
L;
o
co
'5--L4
&~,
sf,
fCfTY OF SAN f!>E~NAI2t)I).JO -PL'6L1C W02J.I::S DePT.
~
II
FIIZE "'I..AlZM
CUI..VEIZ.T
II
\!)O"'~D P'E'IoJCIL
I!AIl~ED WIIZE FE.IoJCe.
-: ~
C~""Il\J I.IN~ ,.,SfoJc:e:
WOVE"" Wid FIiIolC!.
P.C.C. IlI..OCl~ .....AI..I..
~ll.ct.o.lOO TltACIoSS
~EOG,e:
OIlZE.CTION FI.OW OIlZT
CI~.CTIO"" "'I.OW PAV.
TOP "I' SLoO,"!.
TOI! OF 5L.OPE
GU....lZD lZ.AII.IAlG
P.C.c. ~IDEW"'~ (DJo<;HED)
~ C.C. OtZIV;;'W.IOV
P. C. C . eulZ.& ~ 6vTr~rr.
TIt~E. (OI'CIOUOUS)
I.VI!IZC-AtUN (p,"1t I Ere ~
D !Ul~tl'l.l<:!
~ VAI..V&
I:l..rCTlLOI..IEl:t
1.1..;:~/Zl:lI..I&.lZ
(UPIZIc:.HTj
(ON IdMT ACI.1)
"tz:~,..,..u; ..rG~"1.
.
TILA'FIC SIa.OI"''- (ow MMT ,LD.4)
l"Ul.1.. e""
"-ItA.I""FIC ..GIIlAI. COI'lTlZ<<.I.&C
T&APl'le $IGH~ l).reeTOct
W~L~ . WAIT S'g,N~""
PA~'1o)Q MeTESt.
'TU"...,c. C;lGN
<;TItI!IE 1" 101"'''''1. 91C!lN
~T"P <;1C!<N
Lit.. ClZD4S'IoJ4 <;1(0....
1t.1t. CItO'j<;I..", ~IGoIol"L.
~l"IZIIoJli,L.Elt WEAD
DeL."'" """"'I.E POIIo4T
,
F'O'Io./T """' T~loJGel'lT
.u. S.I--I"'IL.. 60X
...
i
.
,
.
.
~
SUTIO" COIlNElt
'/40 COltJ,lEIt.
""PPrl.J::>'-Vff!l)
N~"..I."" 1""'-
,"-
9 ~ /..1: . f--v
(;IT'( e:Na;I~E~
~
~
{
t ~
" .0
~ .~
-,. ,
. }
, .
~\(
I-
"; Q'
.:"2:
STANDARtJ
Ill".
.517
..,.. &1 "OTI~:
2
CUR... COMPOUIIll SK&LL n
~ '-"WQIl,,~y OIl A~~ _0
S"PACCS PR.OR YO EVAPORA .011
OP SU.PACE .....TU.
/8"
zi"
~H
.
~
-
III
UPANSIoN JOINTS AT END
RETURNS' STRUCTUIES W
~""E JOINTS EVERY .0 PT.
OR AS INSTRUCTED.
~. ~-
~-T
>.
>.
~
TYPE "B" P.C.C. CURB a GUTTER
i! r- i"
/8'
z6"
Uo"
R=~'
4-
'"
"
SLOPE 1:18 ~
R:J-'
'. \]
!to. . t.
~ '1
>.
,.
TYPE "c" P.C.C. CURB a GUTTER
CL.OCAL. STREETS WHEN APPROVED BY THE ENGINEER)
/01-"
4~' q,H
R}'
/z'
24
... R=/Z'"
~
.... ..... -
~.
.
.
"
.
0.0117 Ct./. yo.
Pc R LIA/. ;:r.
TYPICAL SECTION
ROLLED CURB
IONL. Y FOR SPECIAL. APPUCATlONS AS
APPROVED BY THE. CITY ENGINEER)
NOTE
COlliCIlET~ MUST II AT lIAI-T
l!.' SACIC MIX ('ZO-C. 2'00)
AND HOLD 2500 '.1.1. IN
ZI DAYS.
R'~-
4
~
o.o~?' CV YO.
~~R ~"A./. ~
'Ioj
't
R:.,l-
.
.
',,"
~ 0.051 C!.i. YO.
P4'Ji' I,IN'. ~r:
~.,'
~.Z
0.03/ CV YO.
, ~lm'w=
SO'
TYPE "A"
P. e.c. CURB
CITY OF SAN BERARDINO-PUBLIC WORKS DEPT.
TYPICAL SECTION-
P.C.C. CURB B GUTTER
APPROVED,
~"'.Y 27 198Z
STANDARD
No.
EER
200
PERM/S5A8LE
AlTERNATIVE
~t:.A?
Qi~~T
~V~~O
I r l
~I
/.~.
CUR8N1CEMAY
VARY ACC'OROIAl6
70 PLAN'
I."
e.t:R.
--7~
~O/ l\j
~ 'll
I
I
S-COI(CRETE
n"w~/A/e~
/.:J"
rA
/.~.
EYPANSIOAiJO/NT STRAIGHT LA6RADE EYPAAiSIO# JOINT
-F~aw O/L~eriD;I./
PLAN. OF CROSS GUTTER
3"
""8
nLL WITII ;JSPIlAL7IC
JOINT SEALER
5TEET TROWEL F/AlISH
.
'\.0
"
~o~.!' At-
,"
::. . - ~ .
"
Fr'
EXPANSION JOINT
NOTE: 5T.e4/tS#T GRADE
8ETWEEN Bel? '5 MAY
3: .At TEREO ON E)'CE55IVE
GRAOE.5.
/"--1f-
--if-I"
S"CON'CeETE
SECTION "A-A"
3(,"
/~"
It! .,
.f?- 3"
-.,
~
.
'1'1
"
,('.1"
,
Cl:l
').D7ZCt/J'O
P4'1i' U.v."
,
,
,
36" PC.C. CROSS GUTTER
(LOCAL STREETS WHE N APPROVED BY THE ENGINEER)
CITY OF SAN BERNARDINO- PUBLIC WORKS DEPT.
36" a 7 2" CROSS GUTTER
APPROVED,
Mav 27
-'
1982
STANDARD
No.
201
CITY ENGINEER
~..
/
~I.~
nJtfUIZIII&J .vlllr
VARIES
~~
(p'
1'1
$,ttJ,PE ~ /~r
?~';"I,I./
4
WEAKENEO fl-M./E JtJlNT
I
~Tr'p/G::4" ';:!JUlTION'
(/TItITr TRENCf>I
CASE 'A'"
'pRcrER~EO .5IO&"#A';:1:' LOCATION
VARIES
5""flf i" . ;er.
'''ME GRAVEL ~ A.C.
1'l'!JH141TElJ/N THIS AREA
~ '(/NOBSTRr!aEP
HIOTII
" ",'fIN.
r~"
34 MIN1t.t'.
$OcWA/.K
CASE "a-
/"1AY tJe U$EO: ;.) WHEN rROAlTAeE /5.1.Es.s T/okIIN I~' ANO .5AI'1E
.BECTION EXlsr..s CW 50TH SIOe-$ Or .lor.
.t.) FOR MEANDERING S/OEWAI.K,S,
~sr.
4-'PINAI.Jt::
--,f;-
GENERAL NOTES:
P,f'OPD4EP
"ID4"A/~
I)('ONC~E (,.I.A44 -"m.~..r~
r.) WE.lI.'ENEO ~NF Jt>/NTJ TO 1'U7"(1I
C'v-a .l()INT AS "/RECTS>lr
Ti'I.E, .ENGINSER,
!T.) eVRIMS ron-"l:lGWo $H~ /Ie
S?R;fYEO UV/~.l.Y"""~
EK,PtJ,SEO 4t:/R~C4.s ~~ TO 1"IfE
EV"'~N CF SQtrlifC.E ~TER.
'.I!11~",,<:e
TYPICAL SIOEWALk
,',' TRANSITION
CITY OF SAN BERNARDINO PUBLIC WORKS DEPT.
APPRQVED STD. NO.
11-- P ,1983
LOCATION ~ 202
I'SIDEWALK
TYPE "A" MANHOLE
TYPE II 8" MANHOLE
txlTL.e T
TYPE "e" MANHOLE
CITY OF SAN BERNARDINO PUBLIC WORKS DE~RTMENT
STANDARD MANHOLE
FLOW CHANNELS
TYPE 110" MANHOLE
TYPE IIE" MANHOLE
APPROVED DWG. NO.
P.I. ' )1983
300
~,,,.
~~t:.
tI ~ ::.
4'
.rO
'.'
..
6>"
,
~
'=
~
~
~
~
I
",1
e
dEer/ON /3-8
""'.
';.
.
~~
",- ~~
. t ~
.' z' ~"
. "''''
.; I"fIN'. ,...~
':': ~~ ~
:> ~
~.. ot
46'
z.o.
...
.~."I'f,W/S;!E #"1'1:'~
~_ .....: e.'
". "
. . '.
. " "
. ..'
/""T/AI. 0.17.;0 ().P.~ -i
H4UNtJLE L!/Ni!ir,$ +~,.
. . .
NOTES:
IJ/h1()!1$r n!/~rc~ (.'()/X'~ manl>al= sh,,/I
~rm 'h> ,.11. ~'p'plicII61. rl!fU1r6m_ty ",t<' A.S.T.I?
-""': ,4) 411./ ~ "'e5fr1-'....r ,A.A. S.H-O. 11-20
10""!//11 .
8)concre'M shllll b. oomp.!1CTl.y Wbrlltea', .
tYnfr,l"u~lIl(y Sl'Un Dr I11l1clulntC/lIf.y r_~.
C)on. 1'_ CtJne-4nd-~r"'lllnofb. "4C6~d.
2.)101" .-btVl/I.5N>f7 #'VCr'/::, f17l1nll"les I"r","ss 'oovers "" b.. can-
.drucred' ~ - be",^, <>1".",,/ 47'>-,,"'" :J,we.$ by _;vel"
t>>n~. ,q,,""'9 C'tVI1'r"c'fDr ,." ~u.~ ~ralf/U r miter..
.... ,,1"1"/<:111/ .!rllcfe 6t<'*'r r-v"'9'
'3.) /,?_holes shall be coafed inSitk,mc/ud//'J mll"ht>I.
rltJlv oII"",,,ls (.JrtNle nnJs) I'lIlfIt NVl1fJ I'Ir>~SS 81.;ei:
No. a..o.,--,,,,,.""" H1tsr,//,-hDn.
-f..)/'?JnI1oM ;v81l1r S7bf'... .shiI/1 be //741"<11/.",,' .M-Hr
P.V.C.,A.l!J..!J. ",,.,A.t'.P. p'p_.
~)J.lkA II m8/fkJ/e 's .oW,,qed,, ~ II CM.",,-"ir>dn.,.
-fr"",led SMc<rth-t'1..,.h 'S"" be ",Iilce" IIL,,"N dli~n"..1
~I/. 'Ned nate,. ~,'''Ii:_h.DfIu'/',/I. "-'1't:. tll'fAItCII
~ .,tJ I".,,. *01 '1/11
CITY OF SAN BERNARDINO PUBUC WORKS DEPT.
PRECAST REINFORCED CONC.
- .
. STD. 48 1.0. MANHOLE
SECTION
A-A
l:\
~~
" ''''
;!\,,"\
~;.:l"
~~~
";.,~
r+B
~~
"'l'
LOCATION OF /'1AN/-IOLE
CtJVER
~ A
t
A
~ j
-,l
4B
BASE PLAN
C"Nt!~6r~ f~
11f6~5 5~-~-SZSb
ANO ftXIRO ON I/,vo/sr-
l/R/$EO HArM.'" ~
CLASS EA.13 ~
(/ I
- ~"T#ICKNe5.5 CEHE/IIT
_: : ., '~/:"~'.E.$' ~TAR AJ/!/T NEAT~Y
.r.rs--. ./.r..' .... 7r.r?t/t!,t;(Il?/NTeO;/J,ft
." . ' 0' It\
':--:'. ..... .'. . "I r'if'C'RJ,f;MeP ~J..P-
'. .::t-
. :..._. ,4?7L/EO FE;,4PY rr;
'. -'.: . t/5,E" 'p~77': JOINT
S$A<./NtF, (}J/1~IJO
~ "/NE/<?
.
~
"
JOINT DETAIL
/"'tAl/HOLE NATER 5TOP
., :.A?'..4V~
~ . .
I'VAr~R $T,(JP
WATER ,5TOP PLACEMENT
APPROVED'
,s-.-/f;
A... ~~.
DIR. OF Pl8l)C WORKS/CrTY EN61NEER
STANDARD
NO.
,/993
301
.'.
~:'
.'.
,Z"
#/N: :.~
"
~".:r.D
:.
, . SNlfi-F
OUlZET
STP /'1.4N~ P.ER
eIT/".5To. "'~I
,.
;"
u':
~'
4"/'?/AI- ~C'.c ENCASEMENT
SENE.€' n-"'E
.~.:.....: :.:;.-~<.:. '?/':.:-.:".~:,,' :~.::->~~:.-
rt/N.O.6 ~o.o Or
/'?AII/HOLe ,t!'//V6S ~+..
PROP MANHOLE
~~
#.4NHOLE AJATER STtJP
Clt/TLET
"," .;.:.... -#MiIlt'J,LE
. '.' . '. .
AlATeR .5Tt),P
WATER STOP PLACEMENT
~.- NArER ~roP.$ .96<(a BE /A/STAUE'L>
-- ;.t;''/'rN "'-VC'/ A.8..:J'.L1"f? A.C'? ?/P.#6.
4-'~/AI pce
EAlCASEM.EA/T
AfOTE
.ry,r .s"bdlVl~O/7 ;o.m,-k, m8AJ,(J/~
I?"M~ f ~"Yer.s 1'"".0 /;e ~/1S1'rua.fe,c/
';''' ,,,..,.,, oM"'al""'~ ,f/'a..-/es bJ'
$~~r a:vrrnrc-ror. ?4vJ,?!/ conrr4C~r
ro aetJus-l' ff~#?~ if Ct:Jv('!rs t;,
t'P.rIC/o I.jrade l1~~r pav/'Zf'
OROP MAAlIIOL.E
RON Ch'ANN.EL..
CITY OF SAN BERNARDINO PUBLIC WORKS DEP1:
STANDARD
DROP MANHOLE
APPROVED:
,5"-/tE
DWG. NO.
,1983
~4",/'~.-
orR. OF PUBLIC WORKS/CITY ENGINEER
302
~..I A......IT' ,f~......,I ..va.
ItfANNO~E CDYE~ t' F~,qME
R.",uIItID /)IMEIV$IO#S
aIM OY.~Ll HE/GKT A".fQV,y,uz
.....,wW SASE WEISIT
L
22'1/'
33li .
6"
4liO
A
.J
.IV'!} 7'E.s
/. MlZI1hDle coyer shall De e1eSi'lA-
/I'd 1#1 A. A, $, H. O. H-,?O
IDaa'inq.
/l. C a~~ I;-M 5),1211 haye .inl/lfl/'"
tosile stltH;"1i (d' 50,000 16s
pel Sfuare IA&.?
TOP !/JEl/J/
'I
/' ,':11'121 Q,pt>I1J~
~""""""~""""~""" ""~ J
SEC7.JlVV ~J':"A'
.
"""',.,h_/e.s shall he. e_":5rr(~C"/ed t::'"
be/o", F,n,.heel 9rode ",.".hen s'lre.cl
15n"l: J="r='-eel
M.,,,ho/es sholl be c:onsrrc/C
TCI> 9ro<Cl'b ~hcn';, pave.d 5r,-eet
=r 4",N")5~rT;;,c::~d e~I7')C,.,1
. I
~,
"
I
. ': .': li
. ' .-
'. .~ ,~ .'~:..'~~'~
I .. . . . .,~,.
"'.'''''1-.. . . . - . . . . .. :.
~I:o'~' .'Ls-Grad/l' Rill~s -...r--I ',' 0 it
~ :.....~.=
0'
. ~ .
. '
)
LJ/j?T ST.,'?SET .PAYELJ STJ?,E..ET ~",I E' Ei'6'.JI./ X
S,EC7'/1).}/ ?:/-//?t./ .r./?A.;I~.E S.J../tJ.v!/././!/r!l TYP/CA-!- /.t!U7.lJ.L..L.A7/t!J.A/
CITY OF SAN BE/lN#RtJINO - PUe,LIC W012.l<,o:. DE?T, APPROYEO : "TANDARO
AVVlIsr K9, /9g NO,
<....J -Z ~ ~ .101-
CITY EAldiNEEIi'
STt4110.4RfJ DR.4W//Y(J
M,4/11NOLE COJ/ER 4/11.0 F..'?,4"wE
7v.!!J WYi. V~~r:A '#trr/N'f~ ~/fQr#'ll{J r~lf~,I'c';1 n,,~b Pi..
Va,.; able
r.
3- Zr-53
V.,.iable
~lli~h;"9 01' pl"OPoreo
""'io .....~ar m.i"
C..,,.b Line
P,.ope,,.hJ
Line "-_
Ve
r;_
,
"
, 'l-
I._
,45"
S~cI.~~ 0" Tee, Or' std.
cut in e,onnection
.. appr'ov..
F'LA~
Place. t" .1.' (M';'}
Mlr'''er at end of
each I.hr.l
-
.0:
.!
.
"
, ~Ur'F"I_ lOr S~rec.~
IV~. LaH.,. -S~ ",.,~aoI
, '" , 6CC or Cu,. "
~ ~/////1
I
-
~
~........-~
:p
~...
'5 ~ ~
-6 t.-
o i:.J
"D.
,,_ I
,...,.
.to
i
"-J
,
~
"
~
.0:
-!.
'.a
4'"
~
-..~
....
.
, Slope up.t 'Z.;'
:---... ""9'. ..,...,.ble to clur _in
""",.". 4'- ,PC"C~.(""".o. ~O... \~.""I"".
M,,;. $1010& Up = z%
(see \Jate. I )
E LEVATIO~
~ OTE ~ :
I s-._e,.. later..le. 50......(1 ,",Ave'" rn."" ",urn s.topc. of %~ .,.c.p" ... o+hc~_jsa
5f-ec~c..lI~ noted on tte pl.ns.
Z P1u9o" ...,.11 be ce",,",ented in with c:en"'lent rno"+6r-, 0"- 5....11 be. "''''P',-.ne.
stop,..,er or- .~".-__&d &9''-'''''.
~ 1" no c.-;.e .h...ll . l.te~1 CCIlnneet ~o the se........er- l'T\aln dtr-ectl'1 on top or the pipe
.. Whe,..c, . ct.nd.,.d "'cut i" W..,e" 0" T... is used. It c......, be .ur-'-oLJnde.d ""ith
". of' Por-+I.r.d Cement c....c:~.
5 L.te.....I.s e......1I end .t the p....ped'l line unless o'herw,'se .....ted on the pi.........
"-Where c\e.,..l"\c:e is le.. H-ww, .1-'.0. St."dard Conc:c-et"e: E~~efT'Cnt sh,.,U be 'n~t.\le:d
Tor-. .ist.nc:c: 0+ S'..g-a... ..+Nt,. side tG ion:: yv..ter l"n6in.
REV Z ,fh,~..I v"-_' No, A . "'~ 7-
"T'( 0'- "AN .rlZt.)AIZ~IWO ,PUI!>L.IC wo~ DE.I"T'.
SEWEtZ LATE~AL.
~OrzMAL. CUT
. Added ....,o...! ~
.PP~OVED
1';'-1 ,I9U
Q ,1 Jot ~'h
ColT.,.. &NyIWIt~1Z
STA"DARD
"',.
30S
///1 W ~\
.\ W D
;Ii ~
"".
"\1 /
e -
-
UtilI ~
~~l'
""
!::
//71-
=
=
~\,\
1///1
= "TIE.I!I'ICH
//111
-" ~e.41Ulte:....e"'TJ AI!.
".,., ,.... &~ ....4~E ....,. To"
lD,-'.I~IQI== 0" I'll'lr )
F"lZOM
Sc>1 l- I
/
. f
w 0' w -
JIll
~
=-
-
eM''''
,
.
&EI.OW
HANO SHAI-'e:n FC:ZC::>"'1
G lZ..A.......~'I-A~ Be.oo't.Jc:, I'o-1A-reeIAL.
!JeTE. :f I . ow' s- ........)',....\.,..., ~. ..."............. I'"QIZ:. 1"1"10: =',.........II:'T-=~4 ~.
~ u..zoc!t...
""0,.. E I-.z . "'HE;.U'TIt.EHC:M -'ZM'''''c; ""~E: (;;lZ:.E'AT'!!'lZ:. 1\1.- ~1-60_. ~Ii:
CIT'7' e:,.J6I,.,t:It~ Oo4AV UOU.ctE '''nAou.ATIO-.l OV CO~ET~
c.c..-~ .!r'PP''''''.
Rt:V. I Rc."ur:/ &'_*'0,.,,1 N. ~
C/T'I' OF iAfI BE/rIU!Zl)'''O . PUe\.IC worz.,,>s t)t<,,'r.
""Vf:'tC~ L., BE'.OOI~'" f
-rrz.E.WC.... W.DT~~
~ A ~ I T A IZY ~EWE"1Z5 ~ STOe'M ~eAl ~5
A PPllOVE 0
...)U>olE"
STANDARD
NO.
30~
CITY E..GIWCr:ct
- ---
\
......-
-,
L__________
...... 0.... ~" Saddle.
Closs ~r:' pc-cO '2'/z.' 3Y,,- .....'x)
REVISION
Re..,;s~J Sfo."'~4o-d toJ()
- - --l
--I
I
I
I
MAIN
W,re
I
I
I
-----j
- - ---!
~
z,1r::z.EcrIO~ OF FLOVV
,--
J
~-
...--
/
./
~:.,
I IS"
Fl.-AN VI EW
~
-.14 or b" Saddle
3'
"-
-'
.. .
cl~ss 8. C-,.."eret-e
(I: z'h :llh"",)()
~\ .
j;)
I
Se:.CT 10"-'
I . Insre.ci-ion must be obf-ClIlned tor S~dle. prior"' ",0, plcu=;n'9 ~C.C. Cl,....d ogclln
bef'ore. bod., Fi II '''9 over l<>tero I .
'l' Wh........ house 'ot-erels ore to be j.,.ine.d t-c. ..,.i.."I";""9 sewer-a ~
~nr")e..::.+I.O" -.hell be made. b':t cuH-~'"""3 into #le pi ~. This. saddJe. +0 bf!!.. !'T'IQ"de.
f""or *-e porticul",,.. s'o.e of pipe on which it is placed. The sacldle must be
. n~~eJ "'no",'':! Clg",i..,.,.t It-,e "",te"',or .....011 or the pipe on which it- i", placed,
.bc>und in ph,,,,,e vvith "10.1'2 (B.W.4) '3alvc",i3~ iron .....ire.
SE.WE.fZ, SA.t.'PL.e"
STANDARD
"'t.
C1TV 0' i"'" tl1t...IIDINO' pueL.IC WORfo% OE-PT.
3D7
/
,
I..
(- A I:rar'l60''' House c."'"4.~O" = -
\
^',
C Cu10 an..! Ra.c..""..i:
---. .....Q,..don +&0....
-- _ _ + Con"ee+ioP'j
- -T-_
, . -t. s..,of'""j
,.. S...r
t ~Q"';';C1r"1
\>&-
r
,
I
,
2e.c.onl'\e.d
I
l Scu~ij.a ry
S.war--.
I,
r
I
C:.'f. lJ.. ,
~C._I
'----' pp'ot c.c" poe'r- cappl,'c.!.l. ,.,o+....~
ae+ails~'" So+,., D"'~, NQ 'l'S"2J-y
C.4"~ No. ~
, .
'" t; "'~
,~l . '/
c;..:c....~e
"",~o..t _oil
-- - -,
.' -I
'Octo; I
1~"01'Pe.r
,
Co__r:h'on
.4..bclrlldon +fouM p'
ConneeJilWl
'Go-,.,.," I
---
'l SClnit-ary Sewer-i
1 i it)"
~..::l'
a~E ?olo. ,
i
,
....1.,..-
~ ':.,!...!
,~
.-
-. 4!>"
''''aM C:.4;!
_.-L
-9.f.cpper ~~
DeI-.il A-
L
"-,
"'''.f
__ CD"c.r.+-.
'W.II
.u~..o~ ."
--
I-
16' Min_ I'
t ..";+.~ ~
S.ew*"'~1
. "
AL ,I
...... ,
:f"T,
..l........;--J~
T-:
.,', :~4"
',I
f ~ I
l
1
J.
I
J ,/ -.-
'-/ /"
'/
cut .ncJ. R:ecoN'\"c.+
.
"X
e-: "..
, ,/
/ /'
/'
~ AOo...cllon ~D\1se.
Co"."ec;;o"
A.."__ jl
....".... COfWIoec+,.-n 7
t. Sa"'+--I I \
SC....r., ~ /~c
c.---, . ~
,I
r/
1-/
f'(;......".
5o......~r,..
C \Jn4i.turl.ecl
Lort.,
~....a: ~".~
.----
\s,..,.,...r
cut .....:1 .
_ _... ,-,.COft''l..ct
I .
1/
Pro~ eC+ pe.r CI ~~J .cab\.
note. a...t:I .e\_tle. pc'"
<:>rd 'I)rw,:!, ...., ~~"ll-V
,. --:;
e.."Eo ,.. 4
>>~
~
~ ~"!L.....
>-tt~one. .~. :>u,.,...d ",..II
r-----,
..,ECT10N C.C;
!l)()TE5
1.
'l
3
;4,
5.
G,
All "'0""" co...nec-h4?'fts UtO" ..... vi+rlr,'cd clQl::f pip., A. ;ne""..s f~ diClMeter' J .)I'e.,'"
CIS ..+hc,..wv'.. requlr.a_
The m;l'limurn s.lope. (0,.4 i"c,", hous.e conn.C'+ions. ..l-1.ClII ..... 1/+ i"ch p~" toor_
A'" inch 'IoClchUe Shetl! ee.",..ed whe.re ".o.$.Qr-~ and shClll p~ eonneet.d.,..o the
pipe eonstlt ut,ng the .)(,.hn~ Y, or i ,~r toth<< "e"t \owe-r- pipe \engH,.
"'('s MAli b~ 'eaid ~F14+"...~n approval o'V-*,!! E:nl3t...e.or.
Concr.*. .for chll,"n.y.s. _"all b. ,..~~ & "",,]It c.oncret. or&..l!'ti.~.
Whet") Sa.ni+Clr~ s.."",er hOu64!' connections are .u.ppOl""'te'~ Ort conc,...te .upp'o..t&)
than 6uck nous,C' 'onn.ct~on~ ....011 be."' C!nCQSe.cI per d.e.+ai I tor c.oncre-t:e .",ca..""'_nl::
SMoW'" 0I"'l StanciaT"d Dra.W'i"~ ~o. 'Z",,2 I -v and ihe eonCt"e+a. 5UPport~':-..,.. th. kous.
conneetiOM. .,.n De I ~~"~e"'ed and v."icWt,,,,ci to tlJlIL:t &UPpo~. such .ncQ.S........",t
Clooll....n.~& skowP\ ...e PIC'fOT"lc:1tonl't,CLnd. of).,e Clc:.iual c.ni","a'i cCtI"'tSt-ruc+...I caf an,,!
,.....C'if"le \oc.t '.0" ~41l meei i.,.c Clflf'rDva\ or +he jurisd;d- ior-.\ .':Ie.",c~ ;"".\vad.
7.
R"v'J.tf J~,o"'~ No ,,;.-
1f~",stON A
~,--.- .",
CITY Of fAN 'ECU4ln)IHO,'PU~\c. """,--,'5 :DEPT.'
fltM"OEL'~G OF
~!~fJ; ~6~~S~Wf,,\'
~~OYi t)
'/-J.l- ~9U
Q~NL' j,.,
C1T'l' EH4IUEr~
'" De,.,
STANDARD
"'0.
308.
NEW A.C. PAVEMENT I" THICKER
THAN EXIST. A.C. PAVEMENT I MINIMUM I.
2'-0. MIHIMl.JJof *
FEATHER
2'-0" MINIMUM *
FEA HER
A
CJ
no
() on
()C) ()
C,l
() (]
C)
C)
J() c~
~~,,,,
..~.....~
TRENCH BACKFILL
TRENCH EXCAVATION LINE
NOTES
'* OR I'S DIRECTED BY THE ENGINEER.
EXlSTING ....C. SHALl. BE CUT AND REMOVED IN SUCH A MANNER SO I'S NOT TO TEAR. BULGE OR DISPLACE
ADJACENT PAVEMENT. EDGES SHAll. BE CLEAN AND VERTICAL All CUTS SHAll BE PARAlLEL OR
PERPENOICUlNl TO STREET CENTER LINE. WHEN PRACTICAL.
2. Bl'SE MATERIAL TO BE REPLACED TO DEPTH OF EXlSTING BASE. ....C. MAY BE SUBSTITUTED FOR Bl'SE
MATERIAL .
3 A TACK COAT OF ASPHALTIC EMULSION OR PAVING ASPHALT SHAlL BE APPLIED TO EXlSTlNG....C AT A.LL
CONTACT SURFACES. PRIOR TO RESURFACING.
. I'SPHAl TIC CONCRETE RESURFACING:
AI MINIMUM TOTAL THICKNESS SHAlL BE ONE INCH GREATER THAN EXlSTING ....C.
Bl ....C. SHALL BE HOT I>lANT MIX.
C) FINISH COURSE FOR TYPE B RESURFACING SHA.LL BE LAID DOWN USING A SPREADER BOX.
5 AlL ....C. RESURFACING SHALL BE SEAl COATED WITH AA EMULSIFIED I'SPHAl T AND COVERED WITH SAND.
CHIP SEALING SHALl. BE APPLIED I'S REQUIRED BY CITY ENGINEER.
6. TRENCH BACKFILL SHAll BE DENSIFIED TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION
7. WHEN PAVEMENT IS TO BE PLACED DIRECTLY ON SUBGRAOE MATERIAL THE TOP 6 INCHES OF SUBGRADE
MATERIAL SHAll. BE COMPACTED TO A RELATIVE COMPACTION OF 95 PERCENT.
S WEOGE-<;RIND ( HEAOER.cUT I 1 INCH BELOW LIP OF GUTTER WITH ....C.OVERLAY IS REQUIRED IF EDGE OF
PARALLEL TRENCH IS WITHIN 3 FEET OF LIP OF GUTTER.
CITY OF SAH BERHAROINO / PUBLIC WORKS DEPT.
TYPICAL DETAIL
RESTOR A TION PERMANENT
SURF' ACING / TRENCHING
APPROVED ,- z4- 'It:.
a~6
DIRECTOR PIa. I C W0RK8
CITY ENGII€ER
STANDARD
NO.
3'0
I OF I
PROJECT LOCATION
SURVEY DOCUMENTS
L
~
I
.l..
'---.!..-
COL ION A L/t:?
I.n/4nJ Ce.rrf.er ~r
se." '-,
6!-~. iJ/w
s~~ t.ir
IS I. ~IIV
:?F'~
v
~
"I
"2 <J
, C
" ~
~~
o t/l
{ 'J
"J~
B~
~
-3~~
~
~.~'~
~ "tJ'
~j- w
~ )J:
'..... c;.
.. V'
, il J!.-
. I<
.~ "
~ ~ ~
cJ ~ u
~.~' .
::..,. '1't~
;" ,_9:', 0." ~
1'1 .....
~ 'tl'
c:x TOI)
, ,Ie
r. " ,.
I
J
~ '
~ CH
~ (~~
% (s)~s.
ScecUi
l>.ll<~n
.~
~
f
~
~.
~
'5'(fi/.JtL
12
....14
~f>I.
( -'.; Ic./ fr~s
5c:.t6'<.. Cil-'E(") ^~E ^lEp.,..
II,) eAt),
/; S
NEeD M;'/:.'C
IIJ ~I''-''''! AnoAJ
f-/8.8G
( I Jd'J
.Jk.& er
~Er LeAr: :f" -r;<:k
~'/J ...... C J) &;A/C -'F
S/""_O""-I"i- :-ir_Q-,
.I-
_ P/iJ€ L.~
\'\
- 5-.,. L.:-~.:;:'<;.~'AC.K
/. --:.--:Y _c/'/._ .";Or
,.... -... N_~'
,1e~.
~
!_,"'-~
)::,.5'
S-rREc-r
cfR ~
1-~
1--,
I(j
,
~
'0
~
'i:
~
c
"
"
,'1
.J
''<J
'-
"-
"<
\:::)
'",
"-
~
~
Sl
<-
~
'l
~
"\lJ
INLfiNO CEAJrE~ DRIVE
TiE5 5Er Z-17-'~3 Bv J. Di/4v ,'s
s..,. L E'A[) {T,4Ci ~^
Te., /0.4-1"7. NL~
OF TflE B. C. 1:,
/'
"
'J
~
.,
'<
~I
'0
.~~ -
~
~
fi.p ~
~~S.!fr?-I<'~I9I(.rC$.B, WAS"HE;2.
~ (I AlL.A#lJ C~#re"I4AL"-&reRNIcE
~ ~rD I'-KI-IAI' ~.Z'7, J:J_IP I'ELCJrYNor/
,~ - . I ~~_ W H
~o,e nJl l. $7, STD,IZ~ DRA/.AJ rM&>.J~C~ .0
01592, OAre;;> S-18-'~o. Ac:c:." reo A
CENrelZl.IA/€ /AlTGA!:5ECT'o/'
...): /A./t../Gt./ c~ NfF Pe.eClr
~.::>.;;: TIES LJ4TE"O 3-8':'7/4
~ P.S. 39/29-32.
SEi L 6A1J(
-r,c;Ci::. 0'" I.e.
6.5 Fr.#.E:Cy
OF T,wG'B.c E
...i-
~
.:; _' r,~ 'f:
. / ..;
'.
..........,,- ,/ ;.
~t
---!-III.: L eRE S-7"
'/0'
,
'/
---.... .. '--- ~-
'.-'---'-'--"-.'--
~-
(
\ ~ .
-I-lliA#-B
~
~~
I
-'-~ I
-'
- ,. ,
" '
"'" .... i
- C'E-#TER ~.
. ,
/ ~ -'"
'.
"
. .
,
," ,
. ,
',.- ',;
. '. ~ \,
',,-'
, ""
, r_
"
~_/
, '
C",-'-
~.
. \ ""'~
5/.
J;'-_ - +-
, ,~ ~, "
---/JR;------
Z(,$
"
5,sTLEALJ{' iAc", o,;Tc
~
"
\U
'<.I
\r)
t-
u.
N
, \()
U1 ~~%
54"rLEAIJ f' jAck ~A/T.C.!
10 ;r,S.~;:PP A./a'
N'n-rBE.f. <..U/rH S7JzeE1'
LIC/-IT Ar7ACf4EO.
,
0"1;
')0
"r" 5-rI2Eer
0ES" St:-r "1-2-'92 BY
.J. VA"'I"
Fp SC/(Ew ON r,c@
CN1"A. Q!: CwlA .Rsru-R'" peR..
(..C'TY /'ES P1l7CJ:) 3-S-'84-
.I
1 JeP'F"e.esON STReeT
~ r='D, SPIKiE -t"",JJS,NEe, P'c:.=~
'C;R. C/TyT;cS CJAT€P 3-S.'84,
~T PK. NHfL C C.S. B lI'ASHe
'1-30 - ':)2. J. DR VIS
,
,~I
'j.I
,
v:
E)-:
~.
-r - ia
"c'c_<:c~E."""';_'"vV.c ~
C.NT,e ~~CuR!3 .re-T&,.cNP€~
. -, - '84
L17'f TIcS rA7:D':--~ - ,
U4 U:17.a.
5.B.C. r:. B. l"fIJ
N
I h..
SET L~T /IN TC !;:j
~ THE B.c.R. ~
II"!
:lii"..>
,;to \,C),:-~
Ii
~o ;
"",,}
rfi
PD. LiT Of)) Tei!
THE E.CR. fClUrrr
TIES Of/TED "-1-9Z
J.B.C.r. B/II/~25T
,
H
-'QJ
It:::: 4 Ul.l
TJrEET
TIES SET 'I-ZB-b1./
BY J:P. Sit>
R.D. LfJ5J.1
FD LtT OW Ie PER
CITY TIES DRTED
<7J ~4 - c}2 .i.B.C.f.B.
JIf/-Z':J7
flD. Lf. T /J IV [c. (;.5
5!JVTH{)FA f!? N~.
NumBER WJTH
57. L/&flT ATTIKH.
fER 07Y TIE5
DA TED OJ-4 -'}2
~.B.(.r.8.P/J-Z5T
NOTES
i5 DEflJlJ7E5 TR&1fl)5i7L/NE HOL/J5 ~VEI? TIE DI5TJ.//1JCE
.iac...fBJ DeN!JUS S//1lJ I3D?/Vt:lHDJlVtJ 07 Y FIELD J3o~)(
P.g. 2 of 2
St T L€,4TJ (lAc",,,,,, 7. C
I {3,r. N. OF T"~ ~.c..e.$'
2. FrS- C>F T"''''S. GN.J>
PF A D/w
''C HAZEL A//6,vC/c
FO. / "7. p,(C:Sg 7-:4~ Ci;? 'OEC'P~
PC'''' C,ry T;es :D4rED ,:::-S-84
seT P. K. NI1/L Z. L.5. 8 Wft5HER.. 'I I
11-30-72 iT. DIlVIS 01;,
J~;-/~A:!":;;O:;.:~~; SO
To 4- .3~vv ~.o€ r: <.:: ...v"-'(.4:.
\
3fiJw;'~,~ C C """A L 1.(.
5~T i. 51ft; t T,ACII{ O/l/7: c:
f.
"
Il:J
~
5€1L FAO?7Ac" o#T.c.~
"'N II/. f)/W')r '. 10752.
"-
" '"
'-&~
,~
k.
4J
4J .
~ l)
k ~
V, 4J
~
'il
()
,
"
"
i'
7..>.
\.j '~-::c,
~.>
~
k.,
~/
\/,;
/).D~
.J
,
~~
tlJ ~
u->,
0'--'-
\,,-
~
'1j.ji
"r "S-rREEt
/iES SET 1- / -"72 8 Y
..T. DA 1/ Is
5 E1 LEAP (liIc..- ~'" 7::
) 3 F~. S 6p _<", EI-/O,;:)&: /
AD/"".
"
'<
---.s ~7" LEAD c" T,4c.Y
6/'1 T. C.
I=[]. S::Ec."v -'"'^' -:::. @L-A./T"'~
_~r C:-I..E. ~ P'-7 /L: 1'/ r_t,.. /..
r _ /, ;r T
"--;-;5S DArE'O ..3-S- ?-+.-
i
I
x:....
t/.fJ ~,E.~Vf/J!.V,L
~ Sr/.-<:',E" ';-;A/A5)-~;':,F~J.;..--"",
. :;,,(' :::/7').-' 0c_~ !:A -;:-:J 3-5'-84
_'ET fK. "'RILL- L 5. /3.'i}1l5I1e.
". 30-"2. .Y, DAII15
7"--. Po. .see E" ~ 0'-"/ ,-; C @ CIV r~
~c- CURB .E ~Tlj.e,...1 ;,:,e C;, ry
;/cS- C47clJ 3-5~84 I
SerLEAC ~-r-..c:'C-
0,", i.C. 2.5 S. 0"/
S ~NO O~ A OM '---
SnLEAD~-AC' ?
Co I'>...} T. c. . ~
:;,
'J
~c-o
r-
iIJ
oJ
ill
t-
V-
i
:(;
"/,
~r\i>
"-'
,..: 5ETFI( NItIL~
Il. L S. B. WIISHll'
N 1/-30 -'r2
III .T. DI4I1I$
~4
~)
- I
\,
- ~ \
~,
~.
"r" STl!-Ee 'I
lIES SET ~-\;3'2. I!.'"
-T. D A V I :;
r: D 5'::= e. E: v.I (3 N T. C ~
/ ':o..IT't 0.1= Cu12B Re"Tu';'J-J
, F'!"Sl(,.......,..TtES O"'TE'D
/ 3-5'64
~ A DELL.. STI<EET
_. 'S"?'W:E S '#.JAS~'::R~ ::J,t :::,"=-e.?
c::~ :: ,,.yT'E,S tl.A"'TE~ 2--:> 34-
t:"c \/z'2.P'...JIN....,._JJ.=~E~~
,,--~_:~ ('T.f.... c: S(.-'O~: .:. ~4-
" j
~~~- ~-p.:; ~#Tp..<,,-
_..-r_~~:~
"I" S.,."EE. T
1iH .ur- ,J-] 1-'''1 111'1':7. DAV;5
SE,L".,." ~TA'< "'....T,e.
Q, 5 . N . '" F ~ H ~ B. C . R .'
f...
~
lJJ
~
~
.ss
'"
~,
~S,:T L.:AO ';'\Acw::. -~~ T.(..
I J F"f S. OF '::-...E.!'LIN S
Ao.J c;t...€ FC'to..,)T
.-
'iE. JcrPc,ESON !fve,1/t/c
rOo I 7. p.f'C S. 8. TAt:., C/.I Ot:,c-';
P",.e C"ry 7/5$ P"'''''c<o3'-S-84
SET P,"'.I\JI\/Li.. C 5.B
1JJ1t51!.E~ 1/.30-'12
J. DA~IS
"
~
~~
0;;;
~~~
.
"
r.o rC"~.!........ ~..v~..-. 4.;~-
.,
.s~ &>~ c. c. E P~'CR _~.,...y
T;<TS CA""6' ._3'f-34
IJ'
--"
CJ
~\-'> I
\!
I~
r-" Lt::.-A D ,- J.
-'~j i
~l
~
II II
I STREET
I' EC S S ET ~- \~~Z. "",-
:::T. DAY'S
"
t..J
4'
"
"<
"
\r)
/5...,. Le...o ~TAc..1<: 0\-..1\ c:.,
~
,
C5' () ~
t~'-'
.;>
"'/'
~.>
~
"-s1f?H NItIY
>.: t L 5.13./
li.l\Jrt5ffn
t"- // / ,.
~"~/~
''rJ ~/
...
u..
'"
~F'd. SC~EW Of>,..) r,c.) 14FT.
.-/ iJ. of THE E.C.;1. P"eCiry
Tre:s DA"TED 3-5:84:
St"T L~AD ~TIIC:I<:: ~J>J
T.c,@S,(!-"-IO oFD/W~
-- FO.! "r P. t c s e. 74G O. /
OSEP P5.-€ C/7'"yt;csf
DATEC 3-S-'84
'--~~>
"-'. ../
:>< ,.,,'
0~
,,'-',~
~'"'
MAReLE ALLEY
-_::;:;;;TLEAO~~AC\( ""'>
:::-~'tl~...o ET,l.cl( ..:'o...J~
T,c
:5 .0'"'1'"":::- "I" ~
.= /'''' .-c. ';:-,.." ::: . ,_ _=
~ .6,. (<: ~ ~ ,oj t, _'~ -
~
\"-,,,... _~AP -: -:-A-.
- 1'-\ --= /l--J Al:;> .rACE"'>""
-,.-c. ':",,0.<:'':: 'F ,/,/,e.l.\(:
~jJ
>.
J
.-
,
,
5
<i.
~
:5
J.
"-
<
,
'"
0
c
-
:: \ SF" T
. -
, r ~
S~rIElI{) t7iJo:
0,0/ T. C.
FO. fCEEW "",</ roc,
::r 5'~N',~;C B,CF. PEe
CITY 77EJ PATEL) ~
3 -5'-'84- '
h
~
(Jl
"i-
t E5PERA/lZI! .57"ffEi
Fo. fl,4;</ #0'<'-: c' x- r/~ 4.4/'-5.----:
'pEe ClrY 7/E5- C,4rEo.?j.8.f.
5 ET P.IZ. NIIIL :<: C 5 e. IJJfl5lff.e '1
-LUS/'LII'( LIeU CFm.H, 3",f'
11- 25- '1 Z J: IJfilllS
.)E7/ EAO {'7;'a cOW' ---' '"
T C. IN T;lE {',,"'II ,f'~7UM
2,JN.C~r#cc,C:R '
f--
ItJ
'"
~
f-.
<;:
'J
~
\n
~
'l-
'"
>>-
>?"',;,
~<S:>
5<
--->-,
~~
'"
\J..i
"r" STR.EET
-r'€SSlif 8-31-'9ZBy..T.IJAVt,5
(S~7 fF.4P,F7;,CK a,v'Tc.
::; II,OA/,"'Frk"E,CR .
1. ESPE,eA,A/l:,II STREE,
rO./"[P.{CS.B.T46 P,-L/sA!
PcE CITY TIES C,4TEJ; .1-.>-'84-
FD I'TP L C..S,B. 7flt..O.lf'T
CE1:P II-~"'~z.. S, D"VI5
SG'7LEA,t? /7.4cKo"./7C.'.v
cot: 8 /f.=T~ J,t\,.j 6) S./ ',/ ,5..vv
~F THE WH_~E:..c/-,4'e J=,A,oAP
"'-,-
'"SeT LE"AP ~'.-r;:::~ C,a/
- c I.50.::. _-. ~~ -_,-
." c. ['
s...... L e... D ltT""c "'-
.eN -,-. C
<.
"5e, LEAO iTAc"'"o....T.(~
.I'3"".~ 0" A S'...E.ET... !:Jl-\"'f
~
~
"-
I'
"
\1
'--"
l>
'3\\'~ I
\,
r-
W
W
~
r
,1
~
'S'\:j
~'-l\
'l'
0~
,'{)
'r,
/
H
,
~
..
I 5n:EET
TIES se., 8-31-'~Z. By ::r-.DAVIS
............Se"'TLEAD~TACI::. ooJTC.
/' t 12 F".N,o~E C 1<., <9
A ST~~e"'" ~'C;H"".
"
-: '-/6'1,.- =,1..:";
.-t:., HCAF..E STE.t;'E:'T
1/z...I.f",w/t-J....,'- ,...... c::oJ-.JC.)
~. F'T" DEE"P PE.l::.. c. ''TyT,~~
~TeD 3-\".)-',94-
..cT.o K. '{!JILL c:. 5.8. iV!lSH~R
,-25-")2 J. DflVIS
~,
I
:;T" LEA.C' ~~A~'- -::>'''-IT,c
:9 ~ '.: ~
~,~ ~ 6 :> ~ '. 'Z};H..t'ii~~Jl;.y.:.
; ,..., Q I/!d.J '/72.... I II : ' I : I . " : : , , r' I' w. '" - '~ "
'r;_<.l;.~'~-::~_..,.z_,~ -4-~~~i -, .. If, '.. ,.,. , . .... r-"~ ,..,....
l_l__~--1-_!-4-_L--L~=-LLJ_L~=t__~_! ; : r/el:_r#~,iN~CNG:D f 7HP-!'
I I : : ~ I ! : ! ~ : ! ! 1 I ; t--: j ; i! ..r. ;O~ vii..... t t I 1_1-1' ! I
!.---r-+-T-;---r-r-r-I-'~-;- I . .1 ;- -r--t;-:-:. I, ,.- I' -T . - ~r--...--r . ~ ' ~
'---;--- i - ~.;.. .~n.~ --+--+-- ~u_ ~ . -~- --~ - --f--~-- .~--+- -+-- ~---~--. :._.: ---~-- __~__~___L__J_._~___ ;___~ __ '~_H:'__+__Jh_l_
-- ;___.:_u~_..; .--~ u.~_ _-j.-__-:..n~--- ~---~ - --; --- ~-u;---r- - .:--._~ "in-; _n ,-.- ~- - :-_.:-- .~---:- - -; -- - ~_. _,0. '-~'-':--i- __ ~___:__
--f ---f'U~-- +n~__~___ [_u':__ -: -..: no; ---; -- -~_.-;-_ ~___ ~n_:._ -: ---~ ---; - -~-- ~---~__. . ___.~__ _~_ __~ ___:-__~----. __-:__~ ___:___;U~.___
.: " ;, , : , " '."
'~fJ~~i1~~iii~J6;-:~~...FE.[:I.::::l.::;.<::}.:___:.T' ,~ '-t '
, B' , .:,~,'.,'~.,,:.'.'~,:,')'~,:,:,:, ",:,:,:,:.:. :.:,:,'.... ,,:,:.. ~:,._,',..,'..,'-,:,.-.'.,:_:;:,:.:,1,:. :,:,'..:,. :_:
IHe~ :.c.E..e~lt.~>-e~(.f.B.nn__,~___L:.L,;_ '~.n'.__C__:' , __ , , .
14h.~lTl}C,R, IQO-:-050.
.. ... ,Se-rL;A;iTj,~;~~ic.
, 1Qn:o'i"G~
l\~-' ."
~~?
[--...
......l.i..t
l.!J'
~
::J"~I':.:::n_'..:
n.....~...nMILL
"_"__.'~'_'n'.nn.
. . ' ,
n.... 'l~"
"'q~n_
5 ... ......"
....'-.sTl<i=:;;:~:._n._.'..n'nn,,:.::,,::
,nF.o,rt A-,,<H.C> 4~,f/'nXn:n-'U"Aa~,ER<I"1,
. .T.leS.Pe~,S. 8,c.E.B.I4Ic4 Zr..(..r:.,g.n
..l'lQ c:P50., n"n,n+n. ':'n.n__:n_+n_n'
'. .
. .
.. .
..._';.....;.00. :...._. ._n"hn:.n.~_h_.
h.. ,n_._n..., n. __ "._'___"_'.00.
.n;-nt-
.__, _ no,. _..__.._ __._. ....'00 h...... ..;_
:;_g!~:~:~~i:Cc;:~~i~g!~~~~~:so:o ~;1~~~:N'5!i~T~;3~'~,fi'
. .
....._..h.. ..... '. .n.. .00._ _ ...._.._ .h..____hn. ........".._....
. ' , .
..... 00.:' ."+.'h:n_'7.m~.._.;m ...... ..n...;....n~.._
P.g. Z 0/2
ENGR-4.01 It-HI
CONTRACT AGREEMENT
AGREEMENT
CITY OF SAN BERNARDINO
THIS AGREEMENT is made and concluded this ~day of , 2007,
between the City of San Bernardino (hereinafter "City"), and L.A. BUILDERS. I C.
(hereinafter "Contractor").
1. For and in consideration of the payments and agreements hereinafter mentioned, to
be made and performed by the City, and under the conditions expressed in the bond as deposited
with the City, receipt of which is hereby acknowledged, Contractor agrees with the City, at
Contractor's own proper cost and expense in the Special Provisions to be furnished by the City,
necessary to complete in good workmanlike and substantial manner the
1-215 FREEWAY
SEGMENT 3
SEWER LINE RELOCATION
in strict conformity with Plans and Special Provisions No. 11916, and also in accordance with
Standard Specifications for Public Works/Construction, 2006 Edition, on file in the Office of
the City Engineer, Public Works Division, Department of Development Services City of San
Bernardino, which said Special Provisions and Standard Specifications are hereby especially
referred to and by such reference made a part hereof.
2. Contractor agrees to receive and accept the prices as set forth in the bid schedule
as full compensation for furnishing all materials and doing all the work contemplated and
embraced in this agreement; also for all loss or damage arising out of the nature of the work
aforesaid or from any unforeseen difficulties or obstructions which may arise or be encountered
in the prosecution of the work and for all risks of every description connected with the work;
also for all expenses incurred by or in consequence of the suspension or discontinuance of work,
and for well and faithfully completing the work and the whole thereof, in the manner and
according to the Plans and Special Provisions, and requirements of the Engineer under them.
3. The Contractor herein covenants by and for himself or herself, his or her heirs,
executors, administrators, and assigns, and all persons claiming under or through them, that there
shall be no discrimination against or segregation of, any person or group of persons on account
of race, color, creed, religion, sex, marital status, national origin, or ancestry in the performance
of this contract, nor shall the Contractor or any person claiming under or through him or her,
establish or permit any such practice or practices of discrimination or segregation with reference
to the selection of subcontractors, vendees, or employees in the performance of this contract.
AGREEMENT: 1-215 FREEWAY, SEGMENT 3, SEWER LINE RELOCATION
4. City hereby promises and agrees with the said Contractor to employ, and does
hereby employ the said Contractor to provide the materials and to do the work 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 above set forth; and
the same parties for themselves, their heirs, executors, administrators, and assigns, do hereby
agree to the full performance of the covenants herein contained.
5. It is further expressly agreed by and between the parties hereto that should there be
any conflict between the terms of this instrument and the bid of said Contractor, then this
instrument shall control and nothing herein shall be considered as an acceptance of said terms of
said bid conflicting herewith.
IN WITNESS WHEREOF, the parties of these present have hereunto set their hands the
year and date first above written.
CONTRACTOR
CITY OF SAN BERNARDINO
L.A. BUILDERS, INC.
BY:
Name of Firm:
By:A-/-€/'.. ~
TITLE:
PRESIDENT
ATTEST:
15635 SATIOOY ST. SUITE H,
~OJ}ys{{ Gl [);)~
RACHEL G. CLARK
~ ~(lIY)a:))tJw~ mpk~
MAILING ADDRESS:
VAN NUYS, CA 91406
PHONE NO.:La1al 781-1818
APPROVED AS TO FORM:
.~
'i3 S A FEe O'
FIRST NATIONAL SURETY
MILLENNI'JM CORPORATi: PARK
E,_DG_C
111400 NE UKION HiLL RQAJ
flEDMONO, WA 98052
L.A
Bond Number 6487632
Initial premium charged for this bond Is
S llQ.,~01 . 00 subject to
adjustment upon completion of contract at
applicable l"ate on final contract price.
--
-- - as Principal,
, a (OIporation organized and existing
o transact surety bumness in the State of California, as
--
-
-- --
HUNDRED EIGHT'l-EIGHT AND NO 11 00
-- Dollars (I 867 .888.00 - - - - ),
d themselves, their heirs, administrators, successors and
,it WHEREAS, thl: above-bounden Pnnclpal has
~-
l~ provisions of said Contract, then this obligation shall
(ore the expiration of two (2) years from the date of
, ....1007 -
BUILDERS, INC.
Principal
NAL INSURANCE COMPANY OF AMERICA
---.-------- ----- ~u
~ ~~-
HAWN BLUME Attorney-in-Fact
~~ Registered trademar~ 01 SAFECO Corporation
CONTRACT BOND. CALIFORNIA
FAITHFUL PERFORMANCE-
PUBLIC WORK
EXECUTED IN FOUR COUNTERPART
KNOW ALL BY THESE PRESE!\lS, That L.A. BUILDERS, INC.
of 15635 SATICOY ST.. STE. H. VAN N1NS r.A Ql406
and the FIRST NATIONAL INSURANCE COMPANY OF AMI;RICA
under Ihe laws of the State of Washlnolon and authorized
Surely, are held and firmly bound unlu __ CITY OF SAN BERNARDINO
in the sum of EIGHT HUNDRED SIXTY-SEVEN THOUSAND EIGHT
for the payment whereof, well and truly to be made, said Principal and Surety bin
assigns, jointly and severally. fIrmly by these presents.
TIlE CONDITION OF THE FOREGOING
entered into a ContJact, dated
CITY OF SAN BERNARDINO
to do and perfonn the following work, to. wit:
OBLIGATION IS SUCH, Th
, with the
1-215 FREEWAY SEGMENT 3 SEWER LINE RELOCATION
NOW, 'IHEREFORE, Iflhe above-bounden Principal shall faithfully perform all d
be void; othelWise to remain in full force and effect.
PROVIDED FURTHER TIIAT, Any suit under lms bund must he instituled be
substantial completion of the work to be performed under the Contract
Signed and sealed this
27th
day of
JULY
FlRST NATIO
~
S.06151FNEF 101Q9
CALIFORNIA ALL.PURPOSE ACKNOWLEDGMENT
State of CALIFORNIA
County of RIVERSIDE
On
7/), 7/67
DATE
before me.
R. CISNEROS "NOTARY PUBLIC"
NAME, TITLE OF OFFICER. EG. "JANE DOE. NOTARY PUBLIC'
personally appeared
SHAWN BLUME
NAME(S) OF SIGNEAIS)
iQl personally known to me - OR - 0 proved to me on the basis of satisfactory evidence
to be the person~ whose name~ is/~
subscribed to the within instrument and ac-
knowledged to me that he/sJ;ie/U;It!'y executed
the same in his/h-e'r/t~ir authorized
capacity(i.r.r!;}, and that by his/I)e'r/t~r
signature~ on the instrument the personW.
or the entity upon behalf of which the
person(S'j' acted. executed the instrument.
. ~ R. CISNEROS
;;; COMM. #1488731
NOTARY PUBLIC - CALIFORNIA
RIVERSIDE COUNTY
. Mv Comm. Excires June 7, 2008
WITNESS my hand and official seal.
f? ~M.L/k9A
SIGNATURE OF NOTARY
OPTIONAL
Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER
o INDIVIDUAL
o CORPORATE OFFiCER
DESCRIPTION OF ATTACHED DOCUMENT
TITLE OR TYPE OF DOCUMENT
TITLE(S)
o PARTNER(S)
o LIMiTED
o GENERAL
o ATTORNEY-iN-FACT
o TRUSTEE(S)
o GUARDIAN/CONSERVATOR
o OTHER:
NUMBER OF PAGES
DATE OF DOCUMENT
SIGNER IS REPRESENTING:
NAME OF PERSON(Sj OR ENTlTY(IESI
SiGNER(S) OTHER THAN NAMED ABOVE
8D-11333/94
01993 NATIONAL NOTARY ASSOCIATION. 8236 Remmel Ave.. P.O. Box 7184. Canoga Park, CA 91309-7164
,-- -- -- -- ---- ---1
1_€Il~~l NATIS~A!-- S~
EXECUTED IN FOUR COUNTERPARTS
.;;.~::~ J~r\l:)kl:\lj l\-V'CllUe \ F
'-:s::1l!t \\'-,.:'., 'J~ !;j:'
r-~-------~'---
,
..-:
LABOR AND MATERIAL P.A.YMENT BOND
Bond No. 6487632
PREMI U~l Il\CLUDEIJ 1 N PERFORMANCE BOND
Cnniorm<; wilh Tht: Americi'lln InsWutf 01 Arcllite(:t~
,tU.A. Do(;urnf>or No. A-311
;hiS BOND 15 IS~UED SIMLlLTANECUSlY Wil H f'ERFORM~NCE BOND IN FAVOR or T~IE
OWNER CONDI1"IONtD ON THE F"Ull J\!\)O ..AITHfUL FEl\rORrvtANCE OF THE CONTRl\CT
;" HOW ALL B\' THESE PI1ESENiS \h;:\
L.A. BUILDERS, INC.
15635 SATICOY ST.
VAN NUYS, CA 91406
iht'lf 'fl~,,'rt 1l!III1~me 81)tl ;)ddrf'!'~, 01 Iqr",1 Jilin il! (on1rJr;o(,
120 VANTIS SUITE 130
ALISO VIEJO, CA 92656
,,; P!lllq"". hcrcll~uter called Principl. "lid. FIRST NATIONAL INSURANCE COMPANY OF AMERICA
(~t>fE: lnH'ritull T'i;;'~E' 81'd ;:;ddress c'lf'rF~! 11111" ,,1 ::',LlrH'J)
:J~ Smcl}. hCTcinal1cr calkd SurelY. art' held ,mJ jirmj~; bOH,nd lln10
CITY OF SAN BERNARDINO
300 N. "D" STREET 3RD FLOOR
SAN BERNARDINO CA 92418
(H",r~ insf'n fun 'lanV' ,md ;jddr~<.c '" leQ;,; ;'11" n~ ~)\",';~d'
:IS OhltfCC. hcrcinaflcI called Owner, for the use and hene/it or cJallnants as hereinbelow dcJ'jncd, in tlle amouu1 of EIGHT HUNDRED
. SIXTY-SEVEN THOUSAND EIGHT HUNDRED EIGHTY-EIGHT Dollars ($ 867,888.00 -
lor L\I(' pa.\ llH.':nt whereof Principal and SurelT bmd themselyt'.<;. lheir hell's, CXCCllwrs. 3cJmiltistralort:. succC'ssors ::md 3SSj!,1l,",, ;nin11.,'
and sfve.r,lIl)" fimlly by these presents
iVHEREAS
PrinCipal h;lS hy \vrinen a~Tcclllenl d:~(cd
cIlicred into a contract
nith Owner for
1-215 FREEWAY SEGMENT 3 SEWER LINE RELOCATION
~He''''' Im.c!: lull "<llrie. .JddH':>:> ,m<.1 d",<;t;lii,,;'J" ", pW.I",d',
Iii dC':Cl"o:IIJLe with Dr:.minp ;wd ~IK'('lfICaholl~ prepared b,'
U.kr",r..,.dl 'ul: n<1q,,~ clUJ itJ,jr~',,~ m 1'.:0;1) ~llle l,j j\r(hit,,,~t,
u'11Jl:/\ ':!.lnHa~l j~; h-, r('!~f':lli.,C J1J.;)Jf ~) rart !lcftf.'r. ;111d t'; hcn:mtJtCJ r~>j.::n,:d Ie- (1'- lhl.' C,,;n1raC;1
-"'-'Fla,';; - [de;' .
J.:..,>,,!., ~.~: "cJ,I;o.'n"r~ (,r '::AFI';;':C ';"C[, ''',;'1(;''
LABOR AND MATERIAL PAYMENT BOND
NOW, TIIEREfORE, TIlE CONDmON OF THIS OBLlGA110N 1S snch that, 11 PnnClpal shall promptly make payment to all claimants as hereinafter
uenned, for all labor and malerial ufi,cd or rea....onably required for use in the pe_rformancc of the Contmct, then this obhgation shall be v01d; otherv.-1SC 1t
shall remain in full force and effect subject, however, 10 the following conditions
1. A claimant is defined as one having a diJect cOIltrat-1 with the
Principal or \.....-lth a Suhconul:lctor of the Principal for labor, material, or
both. used or reasonably required tor use in the performance of the
Contract, labor and material being construed to mcIude that part ofwaler,
gas, pow~r, light, heal, oil, ga<;olinc, telephone service or rental of
equipment directly applicable to the Contract.
2. The above named Principal and Surety hereby jointly and
severaJly agree with. the O\l,ncr that every claimant 3S herein defined,
who has not been paid in full before the expiration of a period of ninety
(90) days after the date on which the last of such chrimant's ""'ark or lahor
was done or performed, or materials were furnIshed by such claimant,
may sue on this bond for the use of such claimant, prosecute th~ suit to
fmal judgment for such sum OT sums as may he justly due claunant, and
ha\'e execution thereon. The O\\ner shall not be Iiahle fm the payment oj
<tvy C{}~ts or expenses ()f any ~\Jch ~\lit
"3 No Sllit or action shaJl be commeoced ht:reundcr hy [lny cla:m~".lIt
:1) Un\e:;s dJimant, l,ther th:m one nClVlf!g a dlfcct contract. wrth the
Prin.elpal, shall hat"t' given written untict' to any [',>'0 oC lh~ foJlmvi.ng: tile
Pnnclpctl, (he nwn~, or tht' Surety <'tbnvt' named.\.\'ltllll1 lWleh (<!O) d:JVs
;1fLer slJch ci;nm:ml thd 01 JH~110mleil Jl\{'. lfl.st (If the work 01" bON, OJ
hmushed UK 10.<,1 of tile matt;ri<J~ fll[ which sind claim I:: nlndc, <;iiltll1g
wittl suh:.::tan1H'lt accuran: the a.mount clauned ::md till.: n;Jmc cf th.:- {l.'u1y
Ie whom the ma\cn:li-;
were fumi!'lhcd, or tor whom the work or labor was done or performed
Such notice shall he served by maiting the same by registered mail or
certified mail, postage prcpnid, in an envelope addressed to the Principal,
OWll~ or SlJIety, at any place where an office is regularly maintained for
the transaction of business, or st:rved in any manner in which legal proces_o;:
llUly be servt:d in the state 10 which the aforesaid project is located, sElve
t.hat such service ne~d not he made hy H public ofiicer
h) After the expiration of one (1) year following the date on which
Pnncipal ceased Work on ::laid Contract, it being understood, however, that
If any limitation embodied in this bond is prohibited by any law
controlling the construction hereof sUl:h limitation shall be deemed to be
amended so as 10 he equal to the minimum period of limitation permitted
by such Ii!",
c) Other thaIl in a ~tdte COUTt of oompetent jun:-;didlOn ill and f(11' tht:
county or other political suhdiviswn of lilt: si.ate in \.\ihidl lhe ProiecL or
;.Iny pan thereof. is situated, or ill the (loiled St..LJt~~ Distm:t Court for the
district in \vhich the Project, or any part thereof, ts Situated and m1T
elsewhere
,1 IJ,e ammm1 of ll-us biJnd shull he reduced h'i :md to the extent ot
,lilY pa)lIlcnt or pa~mcn(" made Ul p!L'od (mh hereunder, illdu~.i\c of lh(~
payment bv Surd:)' of medli'uilt.:s' hens wl)Jl~h nI<J\' b:: rlld ofrv:~'Td al,!,<lino;!
c~aid imljfO,elllent whdhcr or nol d:.J!fil tor ule t:m(1Un~ or <::l1Ch ]wn ht;
pre~ented under and ugawst 11us bond
Sigflt'd <!mI sealed thiS
27th
cbvot
JULY
----.----.-- - ---_._.__._--~._.-
2007
(W'lIle,,;)
(\\;' ItHC~,Si
,. .i,.;; ')1 ~- :j:':: l- : ~,"
':'::!::;" n'
L.A. BUILDERS, INC.
JSea!l.
( Principal;
{
njtJc\
FIRST r~ATIONi'.L !NSURANCE COMPANV OF
M;1ERIC.~
"~.:i_~'~~ ;
{
~ -:2---------
~-..=~_..~"-'"~ :-.. ~ .....-.---.-- .-------.--
SHAWN BLUME, ATTORNEY-IN-FACT
i)tlrel',
(l:tk';,
CALIFORNIA ALL.PURPOSE ACKNOWLEDGMENT
State of CALIFORNIA
County of RIVERSIDE
On
7/.:nlo7
DATE
before me,
R. CISNEROS "NOTARY PUBLIC"
NAME, TITlE OF OFFICER - E,G. "JANE DOE. NOTARY PUBLIC'
personally appeared
SHAWN BLUME
NAME(S) OF SIGNER(5)
i5l personally known to me - OR - 0 proved to me on the basis of satisfactory evidence
to be the personf,B'f whose name(.8') is/~
subscribed to the within instrument and ac-
knowledged to me that he/s~/~y executed
the same in his/Mr/t~ir authorized
capacity(iri), and that by his/l)e'r/t~r
signature~ on the instrument the person(;i1,
or the entity upon behalf of which the
person\4 acted, executed the instrument.
. R. CISNEROS
~ COMM. #1488731
. NOTARY PUBLIC. CALIFORNIA
. RIVERSIDE COUNTY
My Comm. Exoires June 7, 2008
WITNESS my hand and official seal.
'?~
SIGNATURE OF NOTARY
OPTIONAL
Though the data below is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent reattachment of this form.
CAPACITY CLAIMED BY SIGNER
o INDIVIDUAL
D CORPORATE OFFICER
DESCRIPTION OF ATTACHED DOCUMENT
TITLE OR TYPE OF DOCUMENT
TITlE(S)
D PARTNER(S)
D LIMITED
D GENERAL
NUMBER OF PAGES
D ATTORNEY.IN.FACT
D TRUSTEE(S)
D GUARDIAN/CONSERVATOR
D OTHER:
DATE OF DOCUMENT
SIGNER IS REPRESENTING:
NAME OF PERSQN(S) OR ENTITY(IESI
SIGNER(S) OTHER THAN NAMED ABOVE
80.11333/94
Cl1993 NATIONAL NOTARY ASSOCIATION. B236 Remmel Ave.. P.O. Box 7184. CanogB Park, CA 91309.7184
~.
POWER
OF ATTORNEY
first National Insurance Company of America
Safeco Plaza
Seattle, WA 98185
No. 6966
KNOW AlL BY THESE PRESENTS:
That ARST NATIONAL INSURANCE COMPANY OF AMERICA, a Washington corporallon, does hereby appoint
............SHAWN BLUME; ROSEMARY CISNEROS; JEREMY PENDERGAST: MICHAEL D. STONG; Riverside, California........-
ils true and lawful attomey{s)-irH'act, with full authority to execute on behall of the company fidelity and surety bonds or
undertakings and other documents of a similar character issued by the company In the course of Its business, and to bind FIRST
NATIONAL INSURANCE COMPANY OF AMERICA thereby as fully as if such Instruments had been duly executed by its regularly
elected officers at Its home office.
IN WITNESS WHEREOF. FIRST NATIONAL INSURANCE COMPANY OF AMERICA has executed and attested these presents
day of March
2007
Ihls 8th
~~~
-TA1Yl~~~L .
STEPHANIE DALEY-WATSON, SECRETARY TIM MIKOLAJEWSKI, SENIOR VlCE.PRESIDENT, SURETY
CERTIFICATE
Extracl from the By-Laws of FIRST NATIONAL INSURANCE COMPANY OF AMERICA:
"Article V, Section 13. . FIDELITY AND SURETY BONDS ... the President, any Vice President, the Secretary, and any Assistant
Vice President appointed for that purpose by (he officer In charge of surety operations, shall each have authority to appDlnt
Individuals as at1omeys-Jn-fact Dr under olher approprlate titles with authDrity to execute on behalf of the company fidelity and surety
bonds and other documents of similar charader issued by the company In the course of Its business... On any Instrunent making or
evidencing such appointment. the slgna1ures mey be aft"Dled by facsImile. On any Instrument conferring such authority or on any bond Dr
undertaking of the company, the seal, or a facsimile thereof, may be Impressed or affixed or In any other manner reproduced:
provided, however, that the seal shall not be necessary to the val1dlty of any such Instrument or undertaking."
Extract from a Resolutlon of the Board of Directors of
FIRST NATIONAL INSURANCE COMPANY OF AMERICA adopted July 28,1970.
.On any certificate executed by the Secretary or en assistant secrelzlry of the Company setting out,
(i) The provisions of Article V, Section 13 of the By-Laws, and
(il) A copy of the power--of.aUomey appointment, executed pursuant therelo, and
(ii) Certifying that saId power.of-atlomey appointment Is In full force and effect,
the signature of the certifying offlcer may be by facslmlle, and the seal of the Company may be B facsimile thereof:
I. Stephenle Daley-Watson . Secretary of FIRST NATIONAL INSURANCE COMPANY OF AMERICA, do hereby certify that the
foregoing extracts of the By-Laws and of a ResoluUon of the Board of Directors of thIs corporation. and of a Power of Attorney
issued pursuant thereto, are true and correct, and that both the By.Laws, the Resolution and the Power of Attorney are stilI In full force
and effect
IN WiTNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation
this
2IJM
day of J(..~ .;}tJC17 .
~~~
S-1049IOF 4105
STEPHANIE DAlEY.WATSON, SECRETARY
Safeco<<l and the Sareeo logo are l1Ig1slered trademarks of Safoco CorporeUon.
WEB PDF
, ~
.
ACORDm CERTIFICATE OF LIABILITY INSURANCE I DATe [MMIOOfVYYYJ
ten day notice
f'ROOUCER Phone# 805-230-9130 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
DMK Insurance Services ONLY AND CONFERS NO RIGHTS UPON THE: CERTIFICATE
HOLDER. THIS CERT1FICATE DOES NOT AMEND. EXTEND OR
933 E. Thousand Oaks Blvd. ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW,
Thousand Oaks, CA 91360 I
: INSURERS AFFORDING COVERAGE NA/C#
---..-- .----.---- -
INSURED ,_~_511RER 4:..
L.A. Builders, Inc. .
I~SURERB: Progressive Insurance --
15635 Saticoy St. #H i !NSUR~.~ c: _..._.
Van Nuys, CA 91406 IINSUR;;:::t D. - ---. "
IINSUR=R ~:
COVERAGES
'tHE pOl..,rC1ES OF INSURANCE LISTED BELOW HAVE BEEN Issueo TO THe INSUReo NAMeD ASOVr: FOR THe POI..ICY peRIOD INDICATED. NOlWrTHSTANDING
ANY ReQUIREMENT, TERM OR CONDITION OF ANY CONiFtACt OR OTHER DOCUMENT WITH RESP5CT TO WHICH TI":15 CERTIFICATE WY BE Issueo O~
MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES Oe.SCRIBEO HE~EIN 1$ SUB.leCi TO ALL THI; TeRMS, EXCLUSIONS AND CONDITIONS OF SUCH
POLICIES. AGGRI!!GATF. LIMITS SHOWN MAY l-fAVE BEEN REDUCED BY PAID CLAIMS. -.-.-.....
~M_n_.. I --.-. POLlCYEFFECilve ~jlCY EXPIRATION
Tia. JJD'lJ POI.ICYNUMBER I.IM1T,
tlSIlP TYPEOFlNSURAI.ICE l'JAT~I"l.MLtlP.l('O..... "-ti.tMJW-'''''''
[je-~eRAl.l.r^Bn.ITY I EAC,"i OCCURRENCE Is
i COMMERCIALGI::"lERALlIABllITY ~~IMIS~~.SlE,"'Ln!~.u.':JI!I.c.t;lL- .~.. ,.---
I CLAIMS MADE: 0 occ::u~ ~~.l?_~~_::'I~ny or_~ p~r:<rll'l.l.._ .._ r!-
1- ---... ~=~<;O~l.A~D~.r~..:!~ :)
!- --.. _@E~J:RAl..AGGREGATE ,
-, .---
~E.'r-AGG~n I.lMli APPLIES PER: PRODUCTS. COMPIOP AGG S
POLICY I ~.;,?.,: I~ Loe u_._._
~OMosrLE L1All/lIT'!' I COMEIi\l~O SIN~E: 1.IMI; , 1,000,000
.; i NjV AUTO {E~ 8ccjde~l)
,,'- I ..no_.
- ALL O\.'VNE:a AUTOS eC')II.YINJ-.!FlY
B , iPcrpor.:;crj ,
SCh.';DULEC: A.UTOS 08005444-2 OS/05/07 05/05/08 -.--- .----
, HIR..:D AUTOS 800lt Y I~JURY
I (PlltAl;ci(1.,m) ,
~OfIJ-OW,"t~O AUTOS
, ~..- F>AO~~~T'v tJAM~~';--~
I
I ! (P!~~~i~el'iiJ I
~R'GE L1'B"1n I AUTOO~lY.(;AACeIOE:N"!.__.~ "_
I A.W AUTO ".4.'__.-
OnlliRTHA'J F.;A~.~C:_, $
-I ,l1J10Q"llY; AGG ,
! exc:eSSllJMIIRELLA UAElIL!TY I EACH OCCURR~NeE I'
~ OCCUR n etAl". MAD' I AGG,"EGATE: =]--- "-
~--
~ OEDLeTlA'.E $
-
1!:~'l1;f\lTION , ,
WO~KERB COMPF.NSA nON ANti I J WC5TAnj.3...U~TH.
EMPLOYERS'L.IA,IjIUTY ~,.I9=lMo::L _E8_ ---- ..-.--.
At-y PROPRI!:TOMAl!:iNEP:'EXEC~iTrVE ~:... ~Ct" ACCIQ~~ $
aFFICERIMF.;MF.lF.~ EXCLtJDECl? .~~: .DIS!~e.. EA ~~ ,
~.~E~I~n2~~~~1~1bN5 balow .---.
::LOISEASE- POUCYLlMIT ,
IOTHER I
OESCR1FTION OF Qf'eRATlON~ I LOeATIONa, /VEHICLES/ EXCI.IJSION~ ADDED E1V ENDOR8EMENT f SPECIAl. PROVISIONS
TEN DAY NOTICE NON PAYMENT OF PREMIUM,
CERTIFICATE HOLDER: CITY OF SAN BERNADINO NAMED AS ADDITIONAL INSURED AS THEIR INTEREST MAY
APPEAR.
PROJECT ADDRESS: 1.215 FREEWAY SEGMENT 3 SEWER LINE RELOCATION
CERTIFICATE HOLDER
CANCELLATION
CITY OF SAN BERNADINO
300 NORTH "D" STREET, #3rd FLOOR
SAN BERNARDIO
aHOULD ANY OF TtiE ..,8OVE DE"SCRlllm ~OLle!E$ l!E CANce;!..I.~ E1Eif::lRE lltE E"l<l'IRATION
DATE TlfEREOF. THE lSSUlNO INSUIU!n WI!..!.. l;NOI;AVOR TO MAIL ..1':..0_ DAYS wnmcN
NOtICe TO TH6 CIi~rl=ICATE HOLDER NAMEO TO THE LEFT, 81,11 F"ILl'~12 TO DO :;0 SHALL
ION OR. L1AII!lITY O~ ANY' KIND UPON THE! /NSURE~, ITS AGENTS O~
ACORD 25 (2001/08)
CORD CORPORATION 1988
.\
IMPORTANT
If the certifiC<lte holder is an ADDITIONAL INSURED, the policy(ies) must bo endorsed. A statemont
on this cerlificate does not confer rights to the certificate holder in lieu of such endorsement(s).
if SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may
require an endorsement. A statemont on this certificate does not confer rights to the certificate
holder in lieu of such endorsement(s).
DISCLAIMER
The Certificate of Insurance on the reverse side of this form does not constitute a contract between
the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it
affirmatively or negativGly amend, extend or alter the coverage afforded by the policies listed thereon.
ACORD 25 (200110a)
r----" -
. ACORD_ CERTIFICATE OF LIABILITY INSURANCE OP 10 G9 CATe IMM/OOiY'lY'f}
LABUI-2 07/26/07
PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE
O.erian Insurancs Agency HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR
PO Box 49518 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.
Los Angelss CA 90049-0518 I NAIC#
l?hone:310-472-6686 Fax;310-472-1657 INSURERS AFFORDING COVERAGE
iNSUR.ED INSURER A; Colony Insurance Co. I .-
INSURER B; I --
I
L.A. Buildsrs., Inc. lNSUR!;;R c: ,
15635 Saticog s~ #H INSURER D~ t-
Van Nuys CA 140 - --
INSURER E: I
COVERAGES
1'HE POLICIES OF INSURANCE USTEO BELOW HAVE BEEN IssUEO TO TIolE INSURED NAMED ABOve FOR THE POLleY PERIOO INOICA~O. NOT'NITHSTANDltIG
ANY REQuIREMENT. TERM OR CONDITION OF ANY CONTRAe.,. OR OTHER OOCUMENT WITH RESPECT TO WHrCHTHls CERTii="ICATE MAY BE ISSUED OR
MAY PERTAIN, THe INSuAANCE AFFORDED BY lHE POLICIes DESCRIBED H&RE1N IS SUBJEC1 fa ALL.. THE TERMS. EXCt.usrONS ANO CONDITIONS OF SUCH
POUCIES. AGGREGATE LIMITS SHOWN MA.Y HAVi BeEN REDUCED BY PAID CLAIMS.
NSR"r,UO ~ 1YPE OF INSURANCE T POLICY N.UMBER l""'iq~FE\'Jii',. DATE MIC"J!,~N UMITS
l.TR NSR CATE M/DDIYY
. I GENEML UAIllUTY I EACH OCCURRENCe . 1 ,000,000
AiX Jt1. COM....RCIALGtNERAL LIABILITY GL164055 12/19/06 12/19/07 UAJ\IL'l,-.;t:: IV !"\I:;I'" I CLJ :e\ 5100,000
PREMises (Eoi Qa:1Jrence
i ~. I CLAIMS MADe ~ OCCUR i MED EXP (Any 0(\8 pal'$Ctl) <Excluded
I PERSONAL & /4.OV INJURy' $1,000,000
GENERALAGQ~GATE 52,000,000
i .
GCN'LAGG~en~I.lMrT APAS PER ! PRODUCTS. caMP/OP AGG <1,000,000
i XI POLICY ~~gi LaC I
i AUTOMoeU..E LIASIUTY COMStUED SINGLE lIMtT I.
t:J ANY AUTO IEil;1CMen!)
I ~ ALL OWNED AUTOS - I. .......
, BODILY INJURV
I SG~rouU:D AUTOS i (Per per!OO)
I - '--
I - HIRED AUTOS BODILY INJURY +-
NON.OWNED AUlOS (pttaCCldlJn() ~
-
- PROPERTY DAMAGE S
, (Pel'accident)
~AAGE lIABILITY AUTO ON!.. '(. EA Acc!cENT $
ANY AUTO OTHER THAN EA ACe .
AUTO ONl. Y: -
A,GG 5
i :=J~SSNMBReLLA LIABILITY i EACH OCCURRENCE S
I OCCUR 0 ClAJMS MADE I. AGGREGATE
I S
--
, 5
~ ~EDUCTIBL' I ;
RETENTION S $
1 woRKERS COMPe.NSATlON AND IT1)~v"LI~':rs I IV~~-
I.MPtOYERS' lIABIUTY --
ANY PRQPRJETORlPART~IERiE.XECUTIVE E.L, f,ACH ACCIDENT $
OfFJCERlMEMBER exCI.UCt;O? '.L. DISeASE. ...MPLOYEE $ I
! If ~~. ds.sentJe und6f ..-
I S ECtAL PROVISIONS b,low EL. DISEASE. "'olley UMIT 5
. I OTHER I ,
I I I
I I
OeSCRlPTION OF OPERAl'lONS J LOCATIONS 1 VEHICLES r EXCl.USIONS ADtlEO BY ENcORSEMENT I SP!CIAL PROVISIONS
Contractor Liability Insuranco Policy .
Projeot Name: 1-215 Freeway Segmsnt 3 Sower Line Rolooation
I
I
I
CERTIFICATE HOLDER
CANCELLATION
Ci ty of San Be""-'lrdino
Oovslopmsnt Services/Public
Works
300 North 0 Street 3rd Floor
,San Bernardino CA 92418-0001
SHOULO ~y OF THIS ABOVE DeSCRIBED POLICIES BE CANCELI-EO BEFORE THe EXPlRAT10
DATE THEREOF, THE lSSUlNG INSURER WILL ENDeAVOR TO MAIL ~ pAYS WRrn'e~
NonCE: TO THE CERTIFICATE HOLDER HAMED TO THI; UiFT. BUT FAILURE TO DO so SHAll.
IMPOSE NO OBUGAT10N OR LtAalUTY OF ANY ICND UPON THE INSURlA., ITS AGENTS OR
REPM9ENTAllVES.
AUT11~~:;J
7 "-----r-.
r .
POLICY NUMBER: GLt64055
COMMERCIAL GENERAL LIABILITY
CG20 10 1001
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY.
ADDITIONAL INSURED - OWNERS, LESSEES OR
CONTRACTORS - SCHEDULED PERSON OR
ORGANIZATION
ThiS endorsement modifies insurance provided under the following:
COMMERCIAL GENERAL LIABILITY COVERAGE PART
SCHEDULE
Name of Person or Organization: CITY OF SAN BERNARDINO
DEVELOPMENT SERVICES/PUBLIC WORKS
300 NORTH D STREET 3RD FLOOR
S&~ BERNARDINO CA 92418-0001
(If no entry appears above, information required to complete this endorsement will be shown in the Declarations as'
applicable to this endorsement.)
A. SectIon II - Who Is An Insured is amended to
include as an insured the person or organization
shown in the Schedule, but only with respect to l-
ability arising OJt of your ongoing operations per-
formed for that Insured.
B. With respect to the insurance afforded to these
additional insureds, the following exclusion is
added:
2. Exclusions
This insurance does not apply to "bodily Injury"
or "property damage" occurring after:
(1) All work, including materials, parts or
equipment fumished in connection with
such work, on the project (other than
service, maintenance or repairs) to be
performed by or on behalf of the addi-
tiona! insured(s) at the site of the cov-
ered operations has been completed; or
(2) That portion of 'your work" out of which
the injury or damage arises has been
put to its intended use by any person or
organization other than another
contractor or subcontractor engaged in
performing operations for a principal as
a part of the same project.
CG 20 10 10 01
~ ISO properties, Inc.. 2000
Page 1 of 1 0
POLICYHOLDER COPY
NE
STATE
COMPINSATION
INSU"ANCI
FUND
P.O. BOX 420807, SAN FRANCISCO,CA 94142-0807
CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
ZSSU~ DAT~: 07-27-2007
GROUP: 00022'
POLICY NUMB oR: 00a828a-2007
CERTIFICA T5 10: 20
CeRTIFICATE EXPIRES, 02-01-2001
02-01-2007/02-01-2008
TH~ CITY ap IAN IlEWllalNCl
300 N 0 ST aRC FL
SAN BEANARIIINCl CA 12411-0001
N~
~OI:z-all PII~~WAY I~~NT 3
IEW~II LI~ IIELaCATzaN
This I. 10 certlly tnot wo h.vo lsouod 0 volld Wo,k.,,' Componsotion Insuronco polioy In 0 lorm Approvod by tno
eoliiornio Insuroneo Commltslon" to tne employsr nOmed below lor Ihe policy period Indlcoled.
This POIIOY I; not subject to concollstlon by the Fund except upon ao day. edvill'lce written notlco 10 tho omploytlf.
We will also give you 30 dIV5 ecNlnee noticB should this policy b. c.anC:f1I1.d prior tc Its norm.1 expiration.
Thl. certificate of In,urlne. is not In insurance policy ,nd does nat amend. extend or .lter the coverage afforded
by the poliCY II,ted herein. Notwlth.tandln~ any requirement, term or condition of any cantrlct or oth.r document
with respect to which this certlficat, of In.urano. l'11Iy b. iSlued or to whioh it mlV pertlin. the In,uflnce
olforded by th. policy described hare In Is subject 10 oil the terms. exclusions. snd condllloM. of SUCh policy.
~RePR5SENTATI
EMPLaYER'S LIAIILITY LIMIT
~~~.
PRESIDENT
INCLUDINg DEFENSE CaSTS: $1,000,000 PER OCCURRENCE.
~NDOIISEN~NT Ileac - ALON QAMZ~L PIIES,S~C - ~XCLUOEO,
~NaaIlS~M~NT 11eoo . TAMIR aAYAN VP,TIIES . EXCLUDEa.
~NDORS!M~NT 12081 ~NTrTL~D C!RTI'ICATE HOLD!RS' NOTrCE ~"!CTIV! 03-11-2007 ZS
ATTACH~D TO ANa POIINS A PAIIT OP THIS POLZCY,
-
EMPLOYER
LA IUILa~1\S ZNe
, Aal IATZeay IT IT~ H
VAN IM'I CA 11408
N~