HomeMy WebLinkAbout15-Development Services
CITY OF SAN BERNARDINO REOUEST FOR COUNCIL ACTION
e From: Valerie C. Ross, Director
Dept: Development Services
Date: July 23, 2007
File Nos. 1.7487
Subject:
Resolution awarding a contract to Zuniga
Electrical Construction for Traffic Signal
Plan at Little Moootain Drive and Northpark
Boulevard (TC04-41), per Project Plan No.
11972.
MCC Date: August 20, 2007
Synopsis of Previous Council Action:
August 2006 The Mayor and Common Cooocil approved FY 2006-07 CIP Budget.
Recommended Motion:
Adopt Resolution.
!d1Wvti.7?#v
Valerie C. Ross
e
Contact Person:
Mark Lancaster, Deputy Director/City Engineer
Phone:
3305
Supporting data attached:
Staff Report, Resolution & Map
Ward:
5
FUNDING REQUIREMENTS:
Amount: $ 205,000
Source:
Nos.)
(Acct.
263-483-5504-7487 & 250-370-5504-7487
Acct. Description:
Local Circulation Fee Food
Traffic Systems Fee Food
Finance:
Council Notes:
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Agenda Item No.
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CITY OF SAN BERNARDINO REOUEST FOR COUNCIL ACTION
STAFF REPORT
Subject:
Resolution awarding a contract to Zuniga Electrical Construction for Traffic Signal Plan at Little
Mountain Drive and Northpark Boulevard (TC04-4l), per Project Plan No. 11972.
Background:
On August 7, 2006, the Mayor and Common Council allocated funds, as part of the FY 2006/07
Capitallmprovement Program (CIP) for "Traffic Signal Plan at Little Mountain Drive and Northpark
Boulevard (TC04-41)."
This project consists of the following:
1. Removal of striping and signs.
2. Installation of conduits, pull boxes, service laterals, traffic signals, and signs.
3. Painting of roadway stripes.
4. Roadway improvements.
The plans and specifications for this project were completed and the project was opened to public
bidding on June 26, 2007. The project was advertised locally in the San Bemardin9 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 Ridder City Amount of Basic Bid
Zuniga Electrical Coostruction Fontana S 157.700.00
New West Simal Fontana $ 164 367.00
Pro Tech Enllineerinll Com. Corona Del Mar $ 165 955.00
California Enllineerinll & Construction Fountain Vallev $ 173817.48
Freewav Electrical Riverside $ 182281.00
AP Enl!ineerinll Comoration Riverside $ 188829.50
Enl!ineer's Estimate S 170775.46
Based on review of the sealed competitive bids received, staff has determined Zuniga Electrical
Construction of Fontana, the apparent low bidder, has met the minimum requirements of the
specifications and bid guidelines; and, therefore, recommends that the Mayor and Common Council
award the referenced contract to Zuniga Electrical Construction.
The estimated project costs are as follows:
$ 157,700.00
$ 23 645.00
$ 23 655.00
S 205 000.00
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07f23f200710:02 AM
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CITY OF SAN BERNARDINO REQUEST FOR COUNCIL ACTION
STAFF REPORT - Continued
If approved, this project is expected to begin construction in August of 2007 and be completed by
December of2007.
Financial Impact:
Sufficient funding for this project is available in Account Nos. 263-483-5504-7487 and 250-370-5504-
7487 "Traffic Signal Plan at Little Mountain Drive and Northpark Boulevard (TC04-41)."
Recommendation:
Adopt Resolution.
Attachments:
"I" Vicinity Maps
3
07r23f2007 10:07 AM
City of San Bernardino, California
Department of Public Works, Division of Engineering
CIP No. TC04-4l
NEW TRAFFIC SIGNALS
FOR
NORTHPARKBLVD
AT
LITTLE MOUNTAIN DRIVE
41ST 0
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VIC/N/IT MAP
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T'CfJ4.41
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RESOLUTION NO.
RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN
BERNARDINO AWARDING A CONTRACT TO ZUNIGA ELECTRICAL
CONSTRUCTION FOR TRAFFIC SIGNAL PLAN AT LITTLE MOUNTAIN DRIVE
AND NORTHPARK BOULEVARD (TC04-41), PER PROJECT PLAN NO. 11972.
BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE
CITY OF SAN BERNARDINO AS FOLLOWS:
SECTION 1. Zuniga Electrical Construction, 15685 Reed Drive, Fontana, CA 92336,
is the lowest responsible bidder for traffic signal plan at Little Mountain Drive and Northpark
Boulevard (TC04-41), per Project Plan No. 11972. A contract is awarded accordingly to said
bidder in a total amount of $157,700.00, with a contingency amount of $23,655.00, 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.
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RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF SAN
BERNARDINO A WARDING A CONTRACT TO ZUNIGA ELECTRICAL
CONSTRUCTION FOR TRAFFIC SIGNAL PLAN AT LITTLE MOUNTAIN DRIVE
AND NORTHPARK BOULEVARD (TC04-41), PER PROJECT PLAN NO. 11972.
I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor
and Common Council of the 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
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By:
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Council Meeting - 08/20/07
Resolution 2007-357
Item 1115
CITY OF SAN BERNARDINO
STATE OF CALIFORNIA
BID AND CONTRACT DOCUMENTS
OIf/6/NAL
FILE NO. L7487
ACCT NO. 250-370-5504-7487
PLANS AND SPECIAL PROVISIONS NO. 11972
FOR
TRAFFIC SIGNAL PLAN
AT
LITTLE MOUNTAIN DRIVE
AND
NORTHPARK BOULEVARD
(TC 04-41)
DIVISION OF PUBLIC WORKS
DEPARTMENT OF DEVELOPMENT SERVICES
CITY OF SAN BERNARDINO
MAY, 2007
BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M.
ON JULY 17 ,2007
, I I
E~II/B/r j1. ,
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, Drawing No. 11972, One (1) separate sheet
TRAFFIC SIGNAL PLAN
AT UTILE MOUNTAIN DRIVE AND NORTHPARK BOULEVARD (Te 04-41 I
Contents for Bid and Contract Documents.doc
CIT\' OF SAN B[R~ARDI~O
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
MBE/WBE INFORMATION. GOOD FAITH EFFORTS
REFERENCES
PART II
SPECIAL PROVISIONS
INSTRUCTIONS TO BIDDERS
SECTION I . SPECIFICATIONS AND PLANS SP. I
SECTION 2 . BID REQUIREMENTS AND CONDITIONS SP.5
SECTION 3 . A WARD AND EXECUTION OF CONTRACT SP.8
SECTION 4 . CONSTRUCTION SCHEDULE & COMMENCEMENT OF
WORK, TIME OF COMPLETION & LIQUIDATED DAMAGES sp. I I
SECTION 5 . LEGAL REQUIREMENTS SP.13
SECTION 6 . GENERAL SP.19
SECTION 7 . UTILITIES SP.30
SECTION 8 . DESCRIPTION OF WORK SP.35
SECTION 9 . TRAFFIC CONTROL SP.37
SECTION 10 . MOBILIZATION SP.40
SECTION I I . CLEARING AND GRUBBING SPAl
SECTION 12 THROUGH SECTION 13 BLANK SP.43
SECTION 14 . ASPHALT CONCRETE SP.44
SECTION 15 . BLANK SPAS
SECTION 16 . PORTLAND CEMENT CONCRETE SPA6
SECTION 17 . THROUGH SECTION 19 BLANK SP.47
SECTION 20 . THERMOPLASTIC TRAFFIC STRIPING, PAVEMENT MARKING
AND RAISED PAVEMENT MARKERS SP.48
SECTION 21 THROUGH SECTION 22 BLANK SP.49
SECTION 23 - ROADSIDE SIGNS AND POSTS SP-50
SECTION 24 - TRAFFIC SIGNALS SP-5I
SECTION 25 THROUGH SECTION 49 BLANK SP-84
SECTION 50 - REMOVAL & RESTORATION OF EXISTING IMPROVEMENTS
EXCEPT STREET PAVEMENT SP-85
APPENDIX
STANDARD DRAWINGS
CALIFORNIA MUTCD SIGN STANDARDS
PROJECT LOCA nON & SURVEY DOCUMENTS
CONTRACT AGREEMENT
PART I
ADMINISTRATION
Engineer's Estimate (Range Only): $150.000 to $175.000
NOTICE INVITING SEALED BIDS
NOTICE IS HEREBY GIVEN that the City of San Bernardino will receive bids for:
TRAFFIC SIGNAL PLAN
AT
LITTLE MOUNTAIN DRIVE
AND
NORTHPARK BOULEVARD
(TC 04-41)
in accordance with Special Provision No. 11972 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 "0" 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, Julv 17.2007, 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.
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 % of the contract price.
A Non-mandatory Pre-Bid Meeting will be held on Tuesdav, Julv to. 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 are listed on the California Unified Certification Program
(UCP) DBE Directory and can be obtained by accessing the directory on the California
Department of Transportation DBE website at http://www.dot.ca.gov/hq/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
$15.00 for each set if picked up in person. Upon request, the Plans and Special Provisions mav
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: TRAFFIC SIGNAL PLAN
AT LITTLE MOUNTAIN DRIVE
AND NORTHPARK BOULEVARD (TC 04-41)
PLANS & SPECIAL PROVISIONS NO. 11972
Attention: Robert Eisenbeisz, R.C.E., Senior Engineer
Tel: (909) 384-5203; Fax: (909) 384-5155
E-mail: eisenbeisz_ro@ci.san-bernardino.ca.us
July 5th, 2007 to Bid Opening, Contact: - Robert Sepulveda, Associate Engineer
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.
ClTY OF SAN BERNAl}BiNO
~(k.;lU,;: 'h'k, ~
,/ RACHEL G. C ARK ~~
City Clerk f7
'J
NOTICE TO ADVERTISE:
SPECIFICATION NO. 11972
SHALL APPEAR IN FIRST ISSUE NOT LA TER THAN
DATE: 6/26/07 and 7/02 / 07
t FIVE DAYS BETWEEN FIRST & SECOND PUBLICA nON I
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
TRAFFIC SIGNAL PLAN
AT
LITTLE MOUNTAIN DRIVE
AND
NORTHPARK BOULEVARD
(TC 04-41)
in strict conformity with Plans and Special Provisions No. 11972 , 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:
ITEM
NO.
BID SCHEDULE
PLAN NO. 11972
TRAFFIC SIGNAL PLAN
AT
LITTLE MOUNTAIN DRIVE AND NORTH PARK BOULEVARD
(TC 04-41)
ESTIMATED
QUANTITY UNIT
DESCRIPTION OF ITEMS
AND UNIT PRICE WRITTEN IN WORDS
UNIT PRICE
IN FIGURES
TOTAL
IN FIGURES
I.
LS
& ~ ]PA'O Cents
LS
& "lPfo Cents
LS
LS
LS
2.
$ 6; 000.00
-
$3,500.00
,
3.
LS
$/Lf (p) 1 W-!. 1j
&
Cents
$ zoo .00
4.
EA
RELOCATE Existing SIGtJ;R16/R81)
To N'~G~ PO~ at I7AJ 0 -
A'P Dollars
& 7.-er 0 Cents per EACH
$ 2-00/EA
:Joo.oo
5.
2
EA
ROAD SIGN (W3-3) On SINGLE PO~T, f
p_ St~tl4;/t () ne - h ./-I."'D1r::/'"
& z-'i:r~ Cents per EACH $ I r; 0 lEA $
6.
150
LF
THERMOPLASTIC TRAFFIC STRIPING.
DETAIL 8.~ALTRANS STD. A20A. at
~ Dollars
& f/;V - r Ve Cents per UN. FT
$ f,2S/LF
7.
50
LF
THERMOPLASTIC TRAFFIC STRIPING,
DET AIL 2 . per CAL TRANS STD. A20A. at
Dollars
& Cents per UN. FT
~LF
8.
693
LF
THERMOPLASTIC TRAFFIC STRIPING,
DETAIL 27B, per CAL TRANS STD. A20B. at
~b Dollars
& ,{.I 1"147. - fj pf Cents per LIN. FT
$/. 7. r; /LF
$ Ifft. ,C; 0
$ /)5,00
$ ~21j, - r)
BID SCHEDULE
PLAN NO. 11972
TRAFFIC SIGNAL PLAN
AT
LITTLE MOUNTAIN DRIVE AND NORTHPARK BOULEVARD
(Te 04-41)
ITEM
NO.
ESTIMATED
OUANTITY
UNIT
9.
100
10.
112
11.
3
DESCRIPTION OF ITEMS
AND UNIT PRICE WRITTEN IN WORDS
LF
THERMOPLASTIC TRAFFIC STRIPING,
DETAIL ~ CAL TRANS STD. A20D. at
. 0 Dollars
& .pl"' Cents per LIN. FT
UNIT PRICE
IN FIGURES
$,?' SChF
$ /. J .51LF
$ /00 lEA
TOTAL
IN FIGURES
$ ,)~O. 00
$!YD. DO
$ ,'300- 00
12.
440
LF
THERMOPLASTIC TRAFFIC STRIPING,
DETAIL 3'1. . P;ICALTRANS STD. A20D.
at 0 e:, Dollars
& . lZ Cents per UN. FT
$ZSo ILF
$!JIOO.flO
13.
2
EA
THERMOPLASTIC TRAFFIC
PAVEMENT MARKING, TYPE IV (L)
ARR~W. per~AL T':ffJ. S ~T'. A24A, at
o ~/ fin rea Dollars
& 7..f:? fO Cents per EACH
d:ZOOIEA
$
Ljoo.OD
LF
THERMOPLASTIC TRAFFIC STRIPING,
12" WIDE, SOLID YELLO.W C~W ALK,
per CAL TRANS STD. A24E. at. ()
Dollars
&f1 f+y Cents per LIN. FT
TOTAL BID $ /50 t-{) (). 00
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 onr extended amounts, and "WORDS" shall
govern over figures.
EA
THERMOPLASTIC PAVEMENT
MARKING, BIKE LANE SYMBOLS. per
CA~NS S1,D. A2dA24~ A24D. at
0- /,{h y,p Dollars
& 'f.R/O Cents per EACH
Total bid price for the entire contract work shall include the cost of labor, materials, equipment parts, implements, taxes
and supplies necessary to complete the project. as based on the City Engineer's estimate of quantities of work.
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.
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 -.lQ.. working days from the date of the "Notice to Proceed", and shall be completed within 90 working
days from the date of said notice, as directed in SECTION 4 ofthese 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,
~~CE~3r2~3 CLASSIFICATION: C / [0 ~~~~R.A~.?~D -06
FIRM NAME: G t} h 1: 6( {$ t fA, 11:' J I7\...-- 2.(/ iU/6A {3 t: E;./r/2 leA L
BUSINESS ADDRESS: /5 (fl fJ S fZ,z.e d Dr I'Ve-
A/lIr,LJl..I r) (4- tf 2 3 3 (;,
BUSINESS PHONr{1oq)~ 29-/13 77 FAx{ (01) 017- 2/, h CELL (70Q )50/- 'Ie (jJ '--I
If an individual, so state, If a finn or co-partnership, give the names of all individuals, co-partners
composing the finn, If a corporation, give the names of the president, secretary, treasurer and manager thereof:
~o(e ~rietorblt{p
Legal Status of Firm
Is Bidder currently a certified DBEO Yes J No II'
NAME (S)
00hra!c t{'[hi,')c~
ADDRESS (ES)
j.C:;M3S NNJ Or: {ohf,oh?-l., (:11 92]S(/;
/
SIGNATURE OF BIDDER:)( J:J7~ l/~bUf?
Dated: 7 - I 7
,2001
BIDDER'S ACKNOWLEDGEMENT OF ADDENDUMS:
ADDENDUM NO. 1
DATE:
ADDENDUM NO. 2
DATE:
ADDENDUM NO. 3
DATE:
ADDENDUM NO. 4
DATE:
******************************************************************
SPECIAL NOTICE
******************************************************************
The bidder's attention is directed to Section 2-3, "SUBCONTRACTS", of the Standard
Specifications regarding the requirement that proposed subcontractors be listed in the bidder's
bid proposal. Instead of listing only subcontractors for signal and lighting work as in the past,
all subcontractors are now to be listed in the proposal for items of work or portions thereof to be
subcontracted in excess of one-half of one percent of the total bid or $ I 0,000.00, whichever is
greater.
In the case where a bidder claims an inadvertent clerical error in listing subcontractors, a
notice of the claim must be submitted to the Office of the City Engineer in writing within 2
working days following the time of the bid opening and send copies of the notice to the
subcontractors involved.
tU.JlIt]CA-- r/p()fri0o) COhrfn/r--jyJh
BIDDER'S FIRM NAME
DESIGNATION OF SUB-CONTRACTORS -- SP 11972
In compliance with the provisions of Section 4100-4110 of the State of California Public Contract Code, 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
MBEIWBE CERT.
(If Applicable)
Sub-Contractor's
Phone-No.
Sub-Contract
Amount
Work to Be
Performed
1.
S
2.
s
3.
S
4.
s
s.
s
6.
s
IF ADDITIONAL SPACE IS REQUIRED, PLEASE DUPLICATE THIS SHEET
DO NOT WRITE ON THE BACK
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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: lUh'0{iL [lfCfrICft! (~hd-n(('6oh
BY: Canr-alo T l/vhljO'-
Owner-
TITLE:
DATE:
1- (1~ OJ
(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 anyone to fix any overhead, profit, or cost
element of the bid price, or of that of any other bidder, or to secure any advantage against the public body
awarding the contract 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.
/5((;65 fZ-~eJ 0 r/V~
ZLhl C1(J-. E IU-1rica ( COM;,h--(jj:-nD('c
J Finn Name
X ~~sJ:::i::;der
6 OR) ?tdtJ 2,:/ II'I/t V- -,Ow f/ e Y'
(/ Printed Narn and Title
Fonfa.ht/L, cA. 12JJrc
I Btiiness Address
5'CUn~ as UlJ;o v&
Place of Residence
/6
day of
Jt.J ( 1
,2001
C-/
Signed
of
. .C~~:rl~
..... NIIo . (' Dr )"iIll
Ian.... JI._ QulIy
MrClDmlll. ......22, 2llO7
'I
'3 AJJ !2(l fU\/ 1\ IL () oJ D
My Commission expires on '3e__yf). ~ l
, State of California.
Uo1
Year
,I
FORM OF BID BOND
KNOW ALL MEN BY THESE PRESENTS, that we, the undersigned.
Bid bond # 70339248
Zuniga Electrical Construction
as Principal, and
Western Surety Company
as Surety, are hereby and
finnly bound unto the Citv of San Bernardino. S1>Ite of California, hereinafter referred to as "Obligee" in the
penal sum often percent (10%) of the total amount of the bid of the Principal submitted to the Obligee for the work
described below, for the payment of which sum we hereby joindy and severally bind ourselves, our heirs, executors,
administrators, successors and assigns.
THE CONDITION OF lHIS OBLIGATION IS SUCH, THAT:
e part hereof to enrer
( Copy here the ewcr title d~ion of work; induding locarion a. it appears 011 the proposal)
for which bids are 10 be opened on ]l It z () 0 T
( Serl d, e of opl!l1ing)
NOW, THEREFORE.
a. If said Bid shall be rejected, or in the altemate,
b. If said Bid shall be accepted and the Principal shall execute a contract
in the Form of contract attached hereto (properly completed in accordance with said Bid)
and shall furnish a bond for his lilithful performance of said contract,
and shall in all other respects perfonn the agreement created by the acceptance of said Bid,
then this obligation shaH be veid; etherwise, tbe same sball remain in force and effect; it being expressly understood and
agreed that the liability ef the Surety for any and all claims bereunder shall, in nO event, 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 its bond shall be io no
way impaired or affected by any extension of the time within which the Obligee may accept such Bid; and said Surety
does hereby waive notice of any sucb extension.
Signed, this 17 t h day of J u 1 Y
.20~.
IN WiTNESS WHEREOF, the Principal aod the Surety have hereunto set their hands and seals, and such of them as are
corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers,
the day and year first mentioned.
Zuniga Electrical Construction
. (SEAL)
Western
Surety Company
"'/~/~
. /
Signature
(SEAL)
Principal
By: hj~ign$uU::f6-
Gonzalo Zuniga, Proprietor
PriMed Name aad Title
By:
BlakAttbt~~y~fA~~~Et
Primed Name and Title
NOTE: Notarization of Principal and Surety signatures and Power of Atromey of the Surety shall accompany this fomL
CALIFORNIA ALL.PURPOSE ACKNOWLEDGMENT
State of California
County of Orange
On
7-12-7
Dale
before me, Lianne Nahina, Notary Publ ic
Name and Title of Officer (9.g" "Jane Doe, Nolary Public")
personally appeared
Blake A. Pfister
Name{s) 01 Signer(s)
!1iI personally known to me - OR - ~ proved to me on the basis of satisfactory evidence to be the person(s)
whose name(s) is/are subscribed to the within instrument
and acknowledged to me that he/she/they executed the
same in his/her/their authorized capacity(ies), and that by
his/her/their signature(s) on the instrument the person(s),
or the entity upon behalf of which the person(s) acted,
executed the instrument.
WITNESS my hand and official seal.
/~ 11 ccAcncc
SlgnaturB alNotary Public
OPTIONAL
Though the information below is not required by law, it may prove valuable to persons relying on the document and could prevent
fraudulent removal and reattachment of this form to another document.
Document Date:
Number of Pages:
Signer(s) Other Than Named Above: ---------------------------_____________
Capacity(les) Claimed by Signer(s)
Signer's Name: Blake A. Pfister
Signer's Name:
.1
,~ Individual
[j Corporate Officer
Title(s):
o Partner - 0 Limited 0 General
00 Attorney-In-Fact
o Trustee
o Guardian or Conservator
~~ Other:
.
Top of thumb here
o Individual
o Corporate Officer
Title(s):
o Partner - 0 Limited 0 General
o Attorney-in-Fact
o Trustee
o Guardian or Conservator
C Other:
RIGHT THUMBPRINT
OF SIGNER
Top of thumb here
Signer Is Representing:
Western Surety Company
Signer Is Representing:
.J
'I
I
I
I
~~~t'~~'X--:""^("~'UV"'%_~~~_N'3V~^{-1V"':C~.BSk~'30"{w~~_:A'&s~~,;''::'''' ~t>-$
c 1!195 National Notary Association. 8236 Remmet Ave" PO, Box 7184. Canoga Park, CA 91309-7184 Prod. No. 5907 Reorder: Call Toll-Free 1-800.876-6827
Western Surety Company
POWER OF ATTORNEY - CERTIFIED COPY
BoudNo.
70339248
Know All Men By Then Pr8llenta, that WESTERN SURETY COMPANY, a corporation duly oqanized and Bxiltina under the laws
of tho State of South Dakota, and haviD& ita principal olIice in Sioux Fall., South Dakota (tho "Company"), does by tho.e pre.ents make,
COJUItitute and appoint BT.AKE ALLEN PFISTER
its true and lawful attorney(l).in~factJ with full power and authority hereby conferred, to execute, acknowledce and deliver for and on ita
hehaIf as Surety, bond. for:
Princip&: Gonzalo Zuniga dba Zuniga Electrical Construction
Obligee: City of San Bernardino
Amount: $500,000.00
and to bind the Company thereby as fully and to tho .ame extent as if such bonds were .icned by tho Senior VIoe President, .ealed with
the corporate ,ea1 of the Company and duly attested by ita Secretary, hereby r~ and oonfirmiDc all that the .aid attomey(.)-in.faot
may do within the above !luted limitationl. Said appointment is made under and by authority of the tollowinc bylaw ofWeatem Surety
Company which remains in full force and effect.
"Section 7. All bonch, policiea, undert.akinp, Powera of Attorney or other oblications of the corporation shall be executed in the
corporate name of the Company by the President, Secretary, ~ Assistant Secretary, Treasurer, or any Vice President or by such other
a8icers as the Board of'Directon may authorize. The President, any VICe Prelident, Secretary, any Asl!listant Secretary, or' the Treuurer
may appoint Attorneys in Fd or 81enta who shall have authority to issue bondi, polici8l, or undertakincs in the name of the Company.
The corporate .eal i. not DeeMlmy for the validity of 8DY bondi, policies, undertakinp, Powen r4 Attorney or other oblilatiOl1ll of the
corporation. The Bipature of any such officer and the corporate leal may be printed by facsimile,"
All authority hereby coofuTed Bhall expire and terminate, without notice, unlell w:ed before midni.cht of
2007 , but untU suoh time .haII be irrov...ble and in full furoe and efI'eot.
October 17
}..
On tbiB: 17th day of Ju 1 v ,in the year JOO? ,before me, a notary public, personally appeared
Paul T. Bruflat, who beinc to me duly sworn, aclmowled.led that he rimed the above Power of Attorney aa the aforesaid officer of
WESTERN SURETY COMPANY and aoknowledced ,aid imtrument to be tho voluntery act and~deed of. . d corporation.
i=" D. KRELL --:-1 _ ~~ /J J
~==~ otaryPublic. South Dakota
ku ..n......."~.. ~ - 1 .
My CommIsalon Elq:JIrea N~ 30, 2012
I the und....irned oftIoer of Western Surety Company, a .took corporation of tho State of South Dakota, do hereby oertiJY that tho
attached Power of Attorney is in full force and. effect and is irrevocable, and furthermore, that Section 7 of the bylaw. of the Company as
set forth in the Power of Attorney is now in force.
In te!timoDS' whereof, I have hereunto set my hand and .!ileal of Western Surety Company thi.!il
July ,2007.
17th
day of
COMPANY
Paul T.
. or Vice President
Form F6S08-9-2OOI
FORM OF BID BOND
K?\'OW ALL MEN BY THESE PRESENTS, that we, the undersigned,
as Principal, and
as Surety, are hereby and
firmly bound unto the City of San Bernardino, State of California, hereinafter referred to as "Obligee" in the
penal sum of ten percent ( 10% ) of the total amount of the bid of the Principal submitted to the Obligee for the work
described below, for the payment of which sum we hereby jointly and severally bind ourselves, our heirs, executors,
administrators, successors and assigns.
THE CONDITION OF THIS OBLIGATION IS SUCH, THAT:
part hereof to enter
(Copy here the exact title description of work, including location as it appears on the proposal)
for which bids are to be opened on 1 uJ ~ /1, 2 () 0 1
( sert d e of opening)
NOW, THEREFORE,
a. If said Bid shall be rejected, or in the alternate,
b. If said Bid shall be accepted and the Principal shall execute a contract
in the Form of contract attached hereto (properly completed in accordance with said Bid)
and shall furnish a bond for his faithful performance of said contract,
and shall in all other respects perform the agreement created by the acceptance of said Bid,
then this obligation shall be void; otherwise, the same shall remain in force and effect; it being expressly understood and
agreed that the liability of the Surety for any and all claims hereunder shall, in no event, 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 its bond shall be in no
way impaired or alfected by any extension of the time within which the Obligee may accept such Bid; and said Surety
does hereby waive notice of any such extension.
Signed, this
day of
,20_.
IN WITNESS WHEREOF, the Principal and the Surety have hereunto set their hands and seals, and such of them as are
corporations have caused their corporate seals to be hereto affixed and these presents to be signed by their proper officers,
the day and year first mentioned.
(SEAL)
(SEAL)
Principal
Surety
By:
By:
Signature
Signature
Printed Name and Title
Printed Name and Title
,,"OTE: Notarization of Principal and Surety signatures and Power of Attorney of the Surety shall accompany this form.
PART II
SPECIAL PROVISIONS
SPECIAL PROVISIONS
INSTRUCTIONS TO BIDDERS
SECTION 1
1-1 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!ency
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.
Laboratory
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 "D" Street, 3rd Floor
San Bernardino, CA 924 I 8
Office or Office of Structures Design - Office of the City of San Bernardino
Public Works Division
Resident Engineer
Citv Engineer
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 Highwav Engineer - The City of San Bernardino's City Engineer, registered as
a Civil Engineer in the State of California.
Transportation Building - Sacramento - The City of San Bernardino Public Works
Division Office, City Hall, 3rd Floor.
Notice Advertising for Bids - Notice Inviting Sealed Bids.
Standard Specifications - Standard Specifications for Public Warks 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 SPECIFIC A nONS - 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 (UBe), 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 INTERPRET A TION 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.
SPA
SECTION 2
2-1 BID BONDS AND MBE/WBE
REOUIREMENTS AND CONDITIONS
2-1.01 GENERAL -- Bids must submitted on the bid fonn 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 shall 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 shall forfeit the bid bond to the City.
By not executing the 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 the amount of said damage. Therefore, the City and the bidder agree that the
bid guarantee of 10% of the bid shall 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 Fonn 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 shall accompany this fonn. Any bid not accompanied by such bid bond will be
rejected as invalid.
2-1.02 MINORITY 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 ~ % MBE and JL % WBE on this project.
Bidders shall make every reasonable effort to solicit bids from MBE/WBEs.
A justification shall be provided to support the rejection of any bid from a minority or
women's business enterprise, certified by Caltrans.
SP-5
2-1.03 MINORITY, WOMEN AND OTHER BUSINESS ENTERPRISES AND
CITY PROCUREMENTS -- 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 performance 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 determined by the following factors:
(I) The bidder attended pre-solicitation or pre-bid meetings, if any, scheduled by the
City to inform 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 informed 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 performed 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
permit 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 performed.
The Mayor's Affirmative 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 determine with certainty whether the enterprises were
interested in performing specific portions of the project.
(6) The bidder provided interested enterprises with information 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 bidder's 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 bidder's 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 opening
SP-7
SECTION 3
3-1 AWARD 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 DiSQUALIFICATION 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 determine whether to award the contract or to reject all bids. The award of contract, if
made, will be to the lowest responsible Bidder as determined 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 Form shall constitute a commitment on the part of the
Bidder to furnish the items as set forth in the Bid Form, 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 Bids, the Instructions to Bidders, the Bid Form, 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 EXAMINATION 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
informed 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 information
regarding the nature or amount of work necessary for the satisfactory
completion of the job.
SP-9
3-1.06 REQUIRED INSPECTION OF THE SITE n
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:
I. 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-1O
SECTION 4
4-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK
TIME OF COMPLETION AND LIQUIDATION DAMAGES
4-1.0 I 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".
The Contractor shall not receive an extension of working days due to the delay in receipt
of traffic signal equipment.
4-1.03 LIQUIDATED 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.
SP-ll
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.
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 Accountimz", of the
Standard Svecifications is suverseded 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
WorkslEngineering 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".
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 Liabilitv: $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.
Employer's Liability:
$1,000,000.00 per accident for bodily injury
or illness;
5.
Course of Construction:
Completed value of the project.
5-1.03 WORKERS' COMPENSATION INSURANCE -- The Contractor's attention is
directed to Section 7-4, "Workers' Compensation Insurance", of Standard Specifications,
providing that the Contractor shall file a signed certification Certificate of Workers'
Compensation Insurance before execution of the contract.
5-1.04 PAYMENT OF PREY AILING WAGE RATE n 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 n 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
(I) 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 ATTORNEY'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.
5-110 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 (MMlYYIDD)
00100/00
THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE USTEO BELOW HAve BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERIOD INDICATED
NOTWITHSTANDING 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 POLICIES DESCRIBED HEREIN 15 SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. UMITS SHOWN
MAY HAve BEEN REDUCED BY PAlO CLAIMS.
CO
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
POLlCY
NUMBER
A
GENERAL LIABILITY
X COMMERCIAL GEN LIABILITY
[J CLAIMS 0 OCCUR
MADE
OWNER'S & CONTRACTOR'S PROT
102267576
X
AUTOMOBILE LIABILITY
X ANY AUTO
ALL OWNED AUTOS
B
BAP 5197135
SCHEDULED AUTOS
HIRED AUTOS
NON-OWNEO AUTOS
GARAGE LIABILITY
ANY AUTO
WORKERS COMPENSATION ANO
EMPLOYER'S LIABILITY
C
THE PROPRIRETORl
PARTNERSIEXECUTlV
E OFFICERS ARE
INCl
EXCL
THIS CERTIFICATE ISSUED AS A MATTER OF INFORMATION ONLY
AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.
THIS CERTIFICATE DOES NOT AMEND, EXTEND, OR ALTER
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 (MMIYYIDD)
POLICY EXP1R
DATE (MMIYYIDD)
LIMITS
02101198
EACH OCCURRENCE 11,000,000
FIRE DAMAGE ANY ONE FIRE I 500 000
MEO EXP (ANY ONE PERSON) I 5,000
02101/99
PERSONAL & AOV INJURY $ 1 000 000
GENERAlAGREGATE $ 2 000 000
PRODUCTS-COMP/OP AGG $2000000
COMBINED SINGlE LIMIT S 1,000 000
BODilY INJURY
PER PERSON
BOOll Y INJURY
PER ACCIDENT
PROPERTY DAMAGE
PER ACCIDENT
AUTO ONLY - EACH ACCIDENT
OTHER THAN AUTO ONLY
EACH ACCIDENT
OTHER THAN AUTO ONLY
AGGREGATE
WORKERS COMP
X STATUTORY LIMITS
$
$
$
EL EACH ACCIDENT
S 1,000,000
11,000,000
$1,000,000
02101198
02101199
EL DISEASE EAEMPlOYEE
EL DISEASE POLICY LIMIT
OTHER
OESCRIPTION OF OPERA TIONSlLOCA TIONSNEHICLESISPECIAL ITEMS
JOB LOCATION: ALL CALIFORNIA OPERATIONS OF THE NAMED INSURED
RE: (INSERT PROJECT NAME)
BELOW NAMES AS ADDITIONAL INSURED WITH RESPECT TO GENERAL LIABILITY AS REQUIRED BY PROJECT CONTRACT
CERTlACA TE HOLDER
THE CITY OF SAN BERNARDINO
DEPARTMENT OF DEVELOPMENT SERVICES
DIVISION OF PUBLIC WORKS
300 NORTH "D" STREET, 3RD FLOOR
SAN BERNARDINO, CA 92418.0001
ACCORD 25.5 1195
CANCELLATION
SHOULD A1<lY OF THE ABOVE DESCRIBED POUCIES BE CANCELLEO BEFORE THE EXPIRATION DATE
THEREOf. THE ISSUEINO COMPANY WILL MAll.1!2... DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER
NAMES TO THE LEFT,
AUTHOR2EDREPRESENTATlVE
JOHN E. SMITH (J/G.....>iH "R!:)
@ACCORDCORPORATION
Sp-!?
COMMERCIAL GENERAL LIABILITY
NAMED INSURED:
POLICY NUMBER:
THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFULLY
ADDITIONAL INSURED _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 SERVICESIPUBLIC WORKS
300 NORTH "D" STREET, 3RD FLOOR
SAN BERNARDINO, CA 92418-0001
SllPlE 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 11) is amended to include as an insured the person or organization
shown in the Schedule, but only with respect to liability arising out of "your work" for that insured
by or for you.
NOTE: MUST BE SIGEND BY AUTHORIZED REPRESENTATIVE FOR PROVIDER
SUPPLY POWER OF ATTORNEY GIVING AUTHORITY TO BIND
CG 20 10 II 85
Authorized Representative for
CNA Insurance Group
Golden Eagle Insurance Company
SP-IS
SECTION 6
6-1 GENERAL
6-1.01 INCREASED OR DECREASED QUANTITIES n 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 $1,500 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 REQUIREMENTS n 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 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
(NPDES) REOUIREMENTS -- 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. All 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 applicable:
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.
IS. 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 EQUIPMENT MANAGEMENT
Vehicle and Equipment Cleaning
Vehicle and Equipment Fueling
Vehicle and Equipment Maintenance
VEGET A rIVE sr ABILIZA TION
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 Protection/Velocity Dissipation Devices
Check Dams
Slope Roughening/Terracing/Rounding
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 BMP objective.
BMPs for contractor activities shall be continuously implemented throughout the project.
Resources to 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 ofBMPs, 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 (NONe) to the State Water Resources Control
Board (SWRCB) to obtain a waste discharge identification number (WDID). 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/construc/stormwater/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 Registration 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 by Contractor The following percentages shall be added to the
Contractor's costs and shall constitute the markup for all overhead and profits:
1)
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 II th, Thanksgiving Day and the Friday following, December 25th and the working
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 -- 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 --
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 perfonn and be responsible for the accuracy of surveying adequate
for construction. A California registered Civil Engineer licensed to perfonn surveying or a
California registered Land Surveyor shall perfonn 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 perfonned 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.
The Contractor shall refer to the PROJECT LOCATION SURVEY DOCUMENTS
section at the back of these Special Provisions for further California Land Surveyors
Association (CLSA) and Consulting Engineers and Land Surveyors of California (CELSOC)
survey monument preservation guidelines.
SP-26
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.
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-\.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, iffurnished 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 -- 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. IS) 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.
SP-27
6-1.14 PROJECT ERRORS. OMISSIONS. INCONSISTENCIES. AND/OR
DISCREPANCIES -- 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.
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 n The Contractor shall
be solely and completely responsible for conditions of the jobsite, 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.
SP-28
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.
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
7-1 UTILITIES
7-1.0 I GENERAL -- 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 t%r 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
Phone: (909) 307-6749
Attn: Ben Murguia, Planning Supervisor
Attn: Ryan Jasso, Service Planner
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 CABLE (A DELPHIA , COMCAST)
1500 Auto Center Drive
Ontario, CA 91761-1561
Phone: (909) 795-3349
Attn: Stewart King
6. TIME WARNER TELCOM OF CALIFORNIA (ADELPHIA. TC 1)
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. AT & 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. PAClF1C BELL TELEPHONE)
ATTN: Right-of-Way Liaison
1265 N. Van Buren Street, Room #180
Anaheim, CA 92807
Phone: (714) 666-5401
Attn: Susan Morgan
Sp.3!
10. SPRINT COMMUNICATIONS
Attn: Outside Plant Engineering
282 South Sycamore Street
Riaito, CA 92376
Phone: (909) 874-7450
Attn: Lynn Durrett
II. MCI - Western Region OSP
Outside Plant Construction
157 S. Lilac Street
Riaito, CA 92376
Phone: (909) 421-5309
Attn: Chuck Trimble
12. CHARTER COMMUNICATIONS
7337 Central Avenue
Riverside, CA 92504-1440
Phone: (951) 343-5139
Attn: Dean Vandever
13. EAST VALLEY WATER DISTRICT
3654 Highland Avenue, Suite #18
Highland, CA 92346-2607
Phone: (909) 888-8986
Attn: Leida Etherton
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
SP-32
15. CITY OF SAN BERNARDINO
INFORMATION SERVICES- COMMUNICATIONS
300 North "D" Street, 4th Floor
San Bernardino, CA 92418
Phone: (909) 384-5947
Attn: Larry Martin
16. CITY OF SAN BERNARDINO
PUBLIC SERVICES DEPARTMENT
STREET DIVISION
234 S, Mt. View Avenue
San Bernardino, CA 92408
Phone: (909) 384-5143
Attn: Elias Shehab
17. CITY OF SAN BERNARDINO
PUBLIC SERVICES DEPARTMENT
TRAFFIC SIGNALS
234 S. Mt. View, #110
San Bernardino, CA
Phone: (909) 384-5129
Attn: Scott Zehrn
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.
SP-33
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-34
SECTION 8
8-1 DESCRIPTION OF WORK
8-1.01 DESCRIPTION -- The work to be done consists, in general, of clearing and
grubbing, grading, installing by-pass sidewalk, painting traffic striping and pavement markings,
related road signs, installing traffic signal standards, installing conduit, pull boxes and
conductors, constructing traffic signal standard foundations, installing controller service
equipment enclosure, traffic signal interconnect, 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.
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.
8-1.02 ORDER OF WORK -- The first order of work shall be to place the order for
the traffic signal equipment. Within one (I) week of the NOTICE TO PROCEED, the
Contractor shall furnish the Engineer with a statement from the vendor that the order for said
equipment has been received and accepted by the vendor. All other works shall be considered
second order of work.
The Contractor shall not receive an extension of working days due to the delay in receipt
of traffic signal equipment.
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.
SP-35
8-1.04 PROJECT LOCATION -- See APPENDIX of these Special Provisions.
8-1.05 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
San Bernardino City Hall
300 North "D" Street, 3rd Floor
San Bernardino, CA 92418
Attention: Robert Eisenbeisz, R.C.E., Senior Engineer
Tel: (909) 384-5203; Fax: (909) 384-5155
E-mail: eisenbeiszJo@ci.san-bernardino.ca.us
July 51\ 2007 to Bid Opening, Contact:
Robert Sepulveda, Associate Engineer
Tel: (909) 384-5167; Fax: (909) 384-5155
E-mail: sepulvedaJo@sbcity.org
Re: PLANS & SPECIAL PROVISIONS NO. 11972
TRAFFIC SIGNAL PLAN
AT LITTLE MOUNTAIN DRIVE
AND NORTH PARK BOULEVARD (TC 04-41)
SP-36
SECTION 9
9-1 TRAFFIC CONTROL
9-1.01 GENERAL n 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, cones, 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.
SP-37
In addition to the foregoing traffic control and safety measures, the Contractor shall
immediately implement any measures requested by the Engineer defined as necessary to ensure
the proper flow of traffic, the protection of the public and/or the safety of the workers.
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-38
Iflane 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 normal 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 permitted access at all times to any street.
9-1.07 FLASHING ARROW SIGNS The Contractor shall furnish and
maintain flashing arrow signs (FAS) during lane closures or detours on streets. The Engineer
shall determine when F AS is required at any location.
9-1.08 PAYMENT -- Full compensation for furnishing and installing signs,
lights, flares, barricades, traffic control plan 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-39
SECTION 10
10-1 MOBILIZA nON
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).
10. Establishing required fire protection provisions.
11. 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 bid 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-40
SECTION 11
11-1 CLEARING AND GRUBBING
UNCLASSIFIED EXCA V AnON AND UNCLASSIFIED FILL
11-1.0 I GENERAL -- Clearing and grubbing, unclassified excavation and unclassified
fill shall comply with Section 300-1, "Clearing and Grubbing", Section 300-2, "Unclassified
Excavation", and Section 300-4, "Unclassified Fill", of the Standard Specifications and these
Special Provisions.
Clearing and grubbing shall include, but not be limited to the following items as shown
on the Plans or as specified in the Special Provisions.
I. Saw cut and removal of existing concrete sidewalk as shown on the Plans and
as directed by the Engineer.
2. Removal and relocation of existing sprinkler system in conflict with the new
construction, as directed by the Engineer.
3. Protection in place of existing sprinkler system, all existing landscape and
other existing features as directed by the Engineer which are not in conflict
with new signal system and sidewalk construction. Any and all damages
resulting during the course of construction, the Contractor shall be required to
repair or replace to a condition equal to or better to the satisfaction of the
Engineer, at no expense to the City.
4. Remove and salvage existing roadside sign and post as shown on the Plans,
reconstruct 4" PCC sidewalk to the next score line or as directed by the
Engineer.
Traffic stripes and the pavement markings to be removed will be designated by the
Engineer. Where blast cleaning is used for the removal of painted traffic stripes and pavement
markings or for removal of objectionable material, and such removal operation is being
performed within 10 feet of a lane occupied by public traffic, the residue including dust shall be
removed immediately after contact between the sand and the surface being treated. Such
removal shall be by a vacuum attachment operating concurrently with the blast cleaning
operating.
Nothing in these Special Provisions shall relieve the Contractor from his responsibilities
as provided in Section 7-1.09, "Public Safety", of the Standard Specifications.
SP-41
All removed concrete and other 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 Contractor shall grade the roadway as required, provide all unclassified excavating
and unclassified fill necessary for sidewalk, and paving, as indicated on the Plans and described
in these Special Provisions. Excess and/or unsuitable materials shall be removed from the site
by the Contractor.
Where unclassified fill and grading is necessary in preparation for laying concrete, it
shall be made with clean earth which shall be solidly compacted to avoid future settlement.
Outside the traveled way, in areas to receive concrete, soil shall be compacted to a
relative density of not less than 90%.
Backfill for trenching under the traveled way shall be compacted to a relative
compaction of a minimum of 90%. When asphalt pavement is to be placed directly on
subgrade material, the top 6" of subgrade material shall be compacted to a relative compaction
of 95%.
Salvaged materials shall be delivered by the Contractor to the City Yards, at 234 South
Mountain View Avenue, San Bernardino, CA 92404. The Contractor shall contact the Engineer
at (909) 384-511 I, and the Traffic Signal and Street Lighting Supervisor at (909) 384-5129, 48
hours prior to hauling. The Contractor shall provide equipment, as necessary, to safely load and
unload the salvaged materials.
11-1.02 PAYMENT -- Full compensation for doing all the work involved in the
clearing and grubbing, as shown on the Plans and as directed by the Engineer, shall be
considered as included in the prices paid for the various contract bid items of work, and no
additional compensation will be allowed therefor.
Cost of 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 do meet the required relative compaction will be paid for by the City.
SP-42
SECTION 12 THROUGH SECTION 13
BLANK
SP-43
SECTION 14
14-1 ASPHALT CONCRETE
14-1.0 I GENERAL - 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.
The Performance Grade of the asphalt concrete shall be PG 64-10.
14-1.02 PAYMENT - Full compensation for providing all the material and
equipment and for doing all the work involved in placing asphalt concrete material, for roadway
and 2' minimum feather, including application of tack coat, complete in place, as designated on
the Plans, per the Standard Specifications, these Special Provisions and as directed by the
Engineer, shall be considered as included in the prices paid for the various contract bid item of
work, and no additional or separate compensation will be allowed therefor.
SP-44
SECTION 15
BLANK
SP-45
SECTION 16
16-1 PORTLAND CEMENT CONCRETE
16-1.01 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 SIDEWALK - Concrete sidewalk and sidewalk by-pass shall be
constructed in accordance with the City's Standard Drawing No. 202, as shown on the Plans,
and as directed by the Engineer.
16-1.03 BONDING n 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.
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 rock hammer abrasive blast cleaning or machine scarifying.
16-1.04 PAYMENT - Full compensation for providing all the material and
equipment and for doing all the work involved in constructing concrete sidewalk including
cutting and removal of existing concrete, performing unclassified excavation and unclassified
fill, complete in place, as designed on the Plans, per the Standard Specifications, these Special
Provisions, and as directed by the Engineer, shall be considered as included in the prices paid
for the various contract bid item of work, and no additional compensation will be allowed
therefor.
SP-46
SECTION 17 THROUGH SECTION 19
BLANK
SP-47
SECTION 20
20-1 THERMOPLASTIC TRAFFIC STRIPING, PAVEMENT MARKING
AND RAISED PAVEMENT MARKERS
20-1.01 GENERAL - The application of traffic striping, pavement markings and
raised pavement markers shall conform to the requirements of Section 310-5.6, "Painting
Traffic Stripes, Pavement Markings, and Curb Markings", and Section 312, "Pavement Marker
Placement and Removal", of the Standard Specifications and these Special Provisions.
Paint for traffic striping and pavement markings shall conform to the requirements of
Section 210-1.6.2, "Thermoplastic Paint". The paint shall contain pre-mixed glass beads with
additional glass beads to be mechanically applied when the paint is applied, in accordance with
Section 210-1.6.5, "Reflective Material", of the Standard Specifications. Pavement markings
and traffic stripes are to conform to pavement delineation plates.
Thermoplastic material for traffic stripes shall be applied at a minimum thickness of
0.080-inch.
Thermoplastic traffic stripes and pavement markings shall be placed a minimum of 6
working days after paving is completed.
Raised pavement markers (RPMs), if required, shall be Stimsonite-Low Profile No.
953A (yellow) and No. 9538 (clear white) or approved equal.
20-1.02 PAYMENT - The contract bid unit prices paid per linear foot for the
various THERMOPLASTIC TRAFFIC STRIPING items shall include full compensation for
furnishing all tools, equipment and materials, and for doing all work involved in the application
of thermoplastic pavement traffic striping and the installation of raised pavement markers
(RPM), 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.
The contract bid unit prices paid per each for the various THERMOPLASTIC
TRAFFIC PAVEMENT MARKING items shall include full compensation for furnishing all
tools, equipment and materials, and for doing all work involved in the application of
thermoplastic traffic pavement marking, 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-48
SECTION 21 THROUGH SECTION 22
BLANK
SP-49
SECTION 23
23-1 ROADSIDE SIGNS AND POSTS
23-1.01 GENERAL - Relocation and new roadside signs on single/posts shall be
installed at the locations shown on the Plan, or where directed by the Engineer.
Roadside signs on single post, shall be installed in accordance with the City's Standard
Drawing No. 504, and as directed by the Engineer.
The Contractor shall obtain approval from the Engineer regarding type of material and
required installation prior to placement of any sign posts.
New installation shall not impede into required ADA access distance around obstacles.
A minimum clearance of 48" shall be maintained.
23-1.02 PAYMENT - The contract unit prices paid per each for "ROADSIDE SIGN
(W3-3) On SINGLE POST" and "RELOCATE Existing SIGNS (R26/R8l ) On SINGLE
POST" shall include full compensation for furnishing all materials, tools, equipment and
incidentals for doing all the work involved in installing new roadside signs and relocating signs
on new single post, all complete in place, as shown on the Plans, as specified in the Standard
Specifications and these Special Provisions, and as directed by the Engineer, and no additional
compensation will be allowed therefor.
SP-50
SECTION 24
24-1 TRAFFIC SIGNALS
24-1.01 TRAFFIC SIGNALS -- Traffic signals and highway lighting shall conform to
the provisions in Section 86, "Signals and Lighting", of the Specifications entitled, "State of
California, Department of Transportation, Standard Specifications", dated Mav. 2006, and the
California Standard Plans, dated Mav. 2006, and these Special Provisions.
Traffic signal work is to be performed at the following location:
LITTLE MOUNTAIN DRIVE
AND
NORTHP ARK BOULEVARD
24-1.02 EQUIPMENT LIST AND ORA WINGS -- The controller cabinet schematic
wiring and intersection sketch shall be combined into one 24"x36" drawing, so that, when the
cabinet door is fully open, the drawing is oriented with the intersection.
The Contractor shall furnish a maintenance manual for all controller units, auxiliary
equipment, and vehicle detector sensor units, control units and amplifiers. The maintenance
manual shall be submitted at the time the controllers are delivered for testing or, if ordered by
the Engineer, previous to purchase. The maintenance manual shall include, but need not be
limited to, the following items:
(a) Specifications
(b) Design characteristics
(c) General operation theory
(d) Function of all controls
(e) Trouble shooting procedure (diagnostic routine)
(t) Block circuit diagram
(g) Geographical layout of components
(h) Schematic diagram
(i) List of replaceable component parts with stock numbers
SP-51
24-1.03 FOUNDATIONS -- Foundations shall conform to the provisions in Section
86-2.03, "Foundations", of the Standard Specifications, and these Special Provisions.
Portland Cement Concrete for reinforced pile foundations shall contain not less than 590
pounds of cement per cubic yard.
24-1.04 STANDARDS. STEEL PEDESTALS AND POSTS n Standards, steel
pedestals, and posts shall conform to the provisions in Section 86-2.04, "Standards, Steel
Pedestals, and Posts", of the Standard Specifications, and these Special Provisions.
Where the Plans refer to the side tenon detail at the end of the signal mast arm, the
applicable tip tenon may be substituted.
24-1.05 CONDUIT -- Conduit shall conform to the provisions in Section 86-2.05,
"Conduit", of the Standard Specifications and these Special Provisions.
All conduit on this project shall be rigid metal type.
Insulated bonding bushings will be required on metal conduit.
After conductors have been installed, the ends of conduits terminating in pull boxes and
controller cabinets shall be sealed with an approved type of sealing compound.
Rigid metal conduit to be used as a drilling or jacking rod shall be fitted with suitable
drill bits for size hole required.
When a standard coupling cannot be used for coupling metal type conduit, a UL listed
threaded union coupling, as specified in the third paragraph in Section 86-2.05C, "Installation",
of the Standard Specifications, or a concrete-tight split coupling or concrete-tight set screw
coupling shall be used.
24-1.06 PULL BOXES n Pull boxes shall conform to the provisions in Section 86-
2.06, "Pull Boxes". of the Standard Specifications and these Special Provisions.
Plastic pull boxes will not be allowed.
SP-52
24-1.07 CONDUCTORS AND WIRING -- Conductors and wiring shall conform to
the provisions in Section 86-2.08, "Conductors", and Section 86-2.09, "Wiring", of the Standard
Specifications and these Special Provisions.
Nylon-jacketed conductors shall not be used.
Splices shall be insulated by "Method B" as provided on State Standard Plans ES-2\3.
24-1.08 SOLID-STATE TRAFFIC ACTUATED CONTROLLER -- Solid-state traffic
actuated controller units, cabinets, and auxiliary equipment shall conform to the provisions in
Section 86-3, "Controller", of the Standard Specifications and these Special Provisions.
Solid-state traffic actuated controller shall be furnished and installed at the following
intersections:
LITTLE MOUNTAIN DRIVE AND NORTHPARK BOULEVARD
The Type 170E Controller Assembly consisting of a Model 170E controller unit with
program module, completely wired Model 332 controller cabinet, Model22C or 222D inductive
loop detector sensor units, Model 242 isolators, Model 210 conflict monitor, Model 200 switch
packs, Model 204 flasher units, and such other equipment required to provide for a complete
control system shall be furnished and installed.
The Contractor shall construct the controller cabinet foundation (including furnishing
and installing anchor bolts), shall install the controller cabinet on said foundation, and shall
make all field wiring connections to the terminal blocks in the controller cabinet.
In addition to the provisions in Section 86-3.11, "Type 170 Controller Assembly", of the
Standard Specifications, the complete control system, including the Model 332 cabinet, shall
conform to State of California, Business and Transportation Agency, Department of
Transportation, "Traffic Signal Control Equipment Modifications", dated September 1987, and
subsequent addendums.
The above-referenced document is available from the State of California, Bids and
Documents Section in Sacramento, for a fee.
Each controller shall have a local controller package consisting of I Model 400 Modem,
I Model 412 AZ with extended memory 2-64K SRAM chips (Dallas DS-1225) and 1-27256
blank program EPROM chip and C-2 Connector.
SP-53
A full complement of EPROM chips shall be furnished for each controller program
module.
Two (2) complete manuals and four (4) complete cabinet wiring diagrams shall be
supplied in accordance with the above-referenced September 1987 Specifications and any
subsequent addendums.
The convenience receptacle shall have ground-fault circuit interruption as defined by the
Code. Circuit interruption shall occur on less than 4 milliamperes of ground-fault current.
The Contractor shall arrange to have a signal technician qualified to work on the
controller and employed by the controller manufacturer, or his representative, present at the
time the equipment is turned on.
24-1.09 TRAFFIC UPS
OVERVIEW
The traffic UPS is a turnkey, true on-line, power conditioner and battery backup or
uninterruptable power system (UPS) designed for transportation and traffic applications. The
traffic UPS Battery Backup system shall be capable of operating, up to its rated power level, in
extreme environments with existing equipment on the street today including any and all signal
heads (i.e., Incandescent, LED, Neon, etc.). Where shown on plans, the Traffic UPS shall be
furnished and installed in conformance with the following specification.
1. 0 Operation
A. The traffic UPS shall be capable of producing - simultaneously -
fully regenerated, conditioned and true sine wave, standby and
continuous AC outputs.
B. Suggested operating mode for respective outputs during power
failure: Continuous output provided for signal controllers and
modems: Standby output provided for signals in flash mode
operation (optional delay timer available for short-term battery run
under full cycling operation).
SP-54
C. Up to the maximum rating, the Traffic UPS shall be capable of
running any combination of signal heads, whether Incandescent,
LED or Neon, by any manufacturer, regardless of power factor,
without overdriving the poorer power factor LED heads which may
cause early degradation, low luminosity or early signal failure.
D. Upon loss of utility power the Traffic UPS shall insert battery
power into the system via a supplied Power Interface Module
(PIM). In case of UPS failure and/or battery depletion, the PIM
will ensure that the UPS will drop out and, upon return of utility
power, the traffic control system will default to normal operating
mode.
E. The Power Interface Module shall enable removal and replacement
of the Traffic UPS without shutting down the traffic control system
(i.e. "hot swap" capability). Connectors shall be equipped with a
"safety interlock" feature.
F. For 170 or "California" style cabinets, upon loss of power the
Traffic UPS shall actuate the existing Flash Transfer Relays (RTFs)
and Mercury Contactor (MC) to force the traffic control system
into Flash Mode operation.
G. Existing Flasher Modules and Flash Transfer Relays shall be
utilized.
H. To facilitate emergency crews and police activities, the Traffic UPS
shall be compatible with police panel functions (i.e. "Signals Ofr'
switch must kill power to the field wiring even when on
UPSlBattery power).
I. The Traffic UPS shall not duplicate or take over flash operation or
flash transfer relay functions.
1. The Traffic UPS shall be capable of providing continuous, fully
conditioned, regulated, sinusoidal (AC) power to selected devices
such as signal controllers, modems, communications hubs, NTCIP
adapters and video equipment.
SP-55
2.0 Description
The Traffic UPS shall consist of three major components, the Electronics
Module, the Power Interface Module, and the Battery System.
2.01 The Electronics Module shall consist ofthe following:
A. True sine wave, high frequency inverter utilizing IGBT technology,
B. 3-stage, temperature compensated, battery charger,
C. For connection from the Electronics Module to the Power Interface
Module and Battery System, dedicated harnesses shall be provided
with quick-release, keyed, circular connectors and braided nylon
sleeving over all conductors,
D. Local and remote control of UPS functions,
E. Local and remote communications capabilities,
F. And be capable of accepting and NTCIP ready adapter or a Spread
Spectrum Radio modem,
G. Separate Power Interface Module (PIM) for inserting power safely
and reliable.
2.1 Mounting/Configuration
2.1.1 Mounting method shall be shelf-mount.
2.1.2 170 Style: mounting method shall be 19" rack-mount. Shelf angles or
rails, typically supplied by others, are available as optional accessories.
2.1.3 (BLANK)
2.2 Battery System
2.2.1 The battery shall be comprised of extreme temperature, deep cycle,
AGMNRLA (Absorbed Glass MatNalve Regulated Lead Acid) batteries
that have been field proven and tested by the U. S. military.
SP-56
2.2.2 The battery system shall consist of one or more strings (typically 4 or 6
batteries per string) of extreme temperature, deep cycle, AGMNRLA
(Absorbed Glass MatlValve Regulated Lead Acid) batteries.
2.2.3 Batteries shall be certified to operate at extreme temperatures from -40oC
to +740C.
2.2.4 The batteries shall be provided with appropriate interconnect wiring and a
corrosion-resistant mounting trays and/or brackets appropriate for the
cabinet into which they will be installed.
2.2.5 The interconnect cable shall be protected with abrasion-resistant nylon
sheathing.
2.2.6 The interconnect cable shall connect to the base module via a quick-
release circular connector.
2.2.7 For purposes of safety and proper operation, the circular battery connector
shall have interlocking pins to prevent turn-on if batteries are not
connected, and to shut off the UPS should the batteries be disconnected.
2.2.8 Battery construction shall include heavy-duty, inter-cell connections for
low-impedance between cells, and heavy-duty plates to withstand shock
and vibration.
2.2.9 The top cover shall use tongue and groove construction and shall be
epoxied to the battery case for maximum strength and durability.
2.2.10 An optional lifting handle shall be available on most battery models.
3.0 Electrical Specifications
3.1 Input Specification:
Nominal Input Voltage
Input Voltage Range
Input Frequency
Input Configuration
Input Current (Max. draw)
Input Protection
120 V AC, Single Phase
85VACtol40VAC
50 or 60 Hz (+/- 5%)
3 Wire (Hot, Neutral & Ground)
7.2 amps, Power-Factor Corrected
Input Fuse (12 amps)
SP-57
3.2 Output Specification
Nominal Output Voltage
Power Rating
Output Voltage Regulation
Output Frequency
Output Configuration
Output Wave Form
Overload capability
Fault Clearing
Short circuit protection
Efficiency
Load Power Factor
120 V AC, Single Phase
I k V A (I OOOV A1700W)
+/- 2% for 100% step load change
and from High battery
to Low battery condition
50 to 60 Hz (+/ - 5%)
Keyed, circular connectors
and duplex receptacle
True Sinewave
100% for 10 minutes
200% for 1/2 second
Current limit and automatic shutdown
Current limit and automatic shutdown
85% at full load
.7 lagging through unity to .7 leading
4.0 Physical Specifications, UPS Electronics Module
4.1 Dimensions:
Rack-mount: Width = 19", Depth = 12", Height = 3.5" (2U)
Shelf-mount: Width = 19", Depth = 12", Height = 3.5"
Wall-mount/Unistrut Rail mount: Width = 6.9", Depth = 9.5" Height = 16"
Separate Power-Interface Module = Width = 6", Depth = 2.8", Height = 9"
4.2 Weight: UPS: 20 Ibs, Shipping weight: 25 lbs.
5.0 Environmental Specifications
5.1 The UPS shall meet or exceed NEMA temperature standards from 400C to
+74"C.
5.2 The UPS shall be certified and field proven to meet or exceed NEMA
temperature standards. A certificate of compliance shall be made
available upon request.
6.0 Battery Specifications
6.1 The battery system shall be certified and field proven to meet or exceed
NEMA temperature standards from 400C to +740C.
SP-58
6.2 Ampere-Hour ratings (see table I)
6.3 Hydrogen gas emissions: must meet Mil-Spec #MIL-B-8565J
6.4 Dimensions: (See Table I)
6.5 Weights: (See Table I)
TABLE 1
ESTIMATED RUNTIME 1 UNIT ! OVERALL DIMENSIONS
TABLE 1 (assumes 77 F!2S C) I WEIGHT I PER BATTERY
tu 1.75 volts per cell Inches (em.)
Clary Volts! 200 400 800 Lhs. Length Width Height
PI. Nn.* A-hrs. Walls Walls Walls (Kg.) L W H
OP72A 12 VOCI 3.5 1.73 52 14.7 7.27 3.11 6.67
16A-h Hrs. Hrs. Min. (6.7) (18,46) (7.89) (16.93)
OP72B 12 VOCI 8.8 3.8 1.8 23 7.68 5.15 7.22
3\ A - h Hrs. Hrs. Hrs. (10.5) (\9.51) (13.08) (18.34)
OP72C 12 VOCI 11.3 5.5 2.3 29 7.68 5.15 8.50
39 A - h Hrs. Hrs. Hrs. (13.2) (19.51) (13.08) (21.59)
OP72D 12 VOCI 13.7 6.7 2.9 32 9,41 5.22 9.35
48 A - h Hrs. Hrs. Hrs. (14.5) (23.90) (13.26) (23.75)
7.0 Communications, Controls & Diagnostics
7.1 Alarm Function Monitoring: The traffic UPS shall come standard with a
DB-9F connector with open collectors (40Y @ 20 mA) indicating:
7.1.1 Loss of Utility Power,
7.1.2 Inverter Failure, and
7.1.3 Low Battery.
7.2 An RS232 Interface shall be provided via a DB-9F connector allowing
full, interactive, remote computer monitoring and control of the UPS
functions.
7.3 Front Panel controls: Power ON, Cold (DC) Start, Alarm Silence, Battery
Test, Bypass Breaker, and DClBattery Breaker.
SP-59
8.0 Reliability
8.1 Calculated MTBF is 100,000 hours based on component ratings.
8.2 When Bypass and Power Interface Module are included, system MTBF
increases to 150,000.
9.0 Battery Mounting
9.1 Battery Tray to hold six (6) opnA batteries, up to four (4) OpnB or
opnc batteries, and up to three (3) OpnD batteries. Tray is 19" wide
for use in 170 Type cabinets and mounts on standard RETMA rails.
9.2 Swing-out Battery Box, mounts on right rail inside back door of 170 type
cabinets. Box is designed to hold six (6) OpnA batteries, up to four (4)
OpnB or opnc batteries, and up to three (3) OpnD batteries.
9.3 Adjustable Delay-timer to provide up to 10 hours of full cycling while on
battery before switching to flash mode (only available where 100% low-
power/LED signals and pedestrian heads are used). Batteries must be
sized properly to fully utilize this feature.
9.4 Service pedestal-mounting option.
9.5 One-shot ground pulse to trigger External Start upon return of AC power.
9.6 Dial-out modem for wireless or land line communication.
9.7 Enhanced battery charger provides accelerated charging capacity (Contact
factory for details and proper application).
10.0 Serviceability & Maintainability
10.1 MTTR (Mean-Time-To Replace or Repair)
10.1.1 Electronics: 15 minutes or less
10.\.2 Battery System: 15 minute or less
I\.O Warranty
Standard warranty terms cover entire Traffic UPS including battery. Terms are one-year
parts and labor with labor F. O. B. factory.
SP-60
24-1.10 FUNCTIONAL TESTING Functional testing shall conform to the provisions
in Section 86-2.14c, "Functional Testing", of the Standard specifications and these Special
Provisions.
The complete control system including the cabinet shall be delivered to the City of San
Bernardino Signal Maintenance Yards, 234 South Mountain View A venue, San Bernardino, CA
92408, for operational testing and adjustment. The exact location of delivery shall be designed
by the City Engineer.
Prior to testing, the materials delivered must display or provide the following
information:
(a) Project Identification
(b) Job Location
(c) Contractor's Name, Address and Telephone Number
(d) Manufacturer's Name, Address and Telephone Number
(e) Controller Program Identification
(f) All auxiliary equipment shall be provided pnor to testing (sensors,
isolators, conflict monitors, etc.)
The Contractor shall notify the City Construction Engineer and the Traffic Signal
Supervisor, (909) 384-5129, a minimum of 48 hours prior to delivery of equipment to be tested.
When notified by the City, the Contractor shall pick up the complete control system
within 48 hours and haul same to the office of the work at his own expense.
The Contractor shall allow a minimum of 10 working days for operational testing and
adjustment, with the added provisions that if the equipment should fail, an additional 10-day
period shall be allowed for retesting.
All testing and transportation and/or shipping costs for the complete control system shall
be borne by the Contractor.
SP-61
Costs for controller testing shall be paid for in the following manner:
1. Controller systems which do not pass testing shall be paid for by the
Contractor as a deduction from his contract.
2. Controller systems which pass testing will be paid for by the City.
Controller systems which fail the testing shall be picked up by the Contractor for repairs
and then redelivered to the testing lab for retesting.
A functional test shall be made in which it is demonstrated that each and every part of
the system functions as specified. This shall include camera vehicle counting, counting
equipment, interconnect wireless and hardwire.
24-1.10(a) TRAFFIC SIGNAL TURN ON -- Traffic signal turn on shall conform to
the provisions in Section 86-1.06, "Scheduling of Work", of the Standard Specifications and
these Special Provisions.
The traffic signal turn on schedule shall be approved in writing by the City Traffic
Engineer 4 working days prior to turn on. All traffic signal equipment shall be provided and in
place, including, but not limited to signal cabinet equipment, traffic signal equipment, signal
interconnect, phone drops, modems, counting equipment, striping and signing.
24-1.11 VIDEO DETECTORS
24-1.11 (a) GENERAL -- This specification sets forth the minimum requirements for a
system that detects vehicles on a roadway using only video images of vehicle traffic.
System Hardware
The video detection system shall consist of one video camera, a video detection
processor (VDP) which mounts in a standard detector rack; a detector rack mounted
extension module (EM), and a pointing device.
System Software
The system shall include software that detects vehicles in multiple lanes using only the
video image. Detection zones shall be defined using only an on board video menu and a
pointing device to place the zones on a video image. Up to 24 detection zones per
camera shall be available.
SP-62
24-1.11(b) FUNCTIONAL CAPABILITIES -- The VDP shall process video from one
source. The source can be a video camera or video tape player. The video shall be input to the
VDP in RS 170 format and shall be digitized and analyzed in real time.
The VDP shall detect the presence of vehicles in up to 24 detection zones per
camera. A detection zone shall be approximately the width and length of one car.
Detector zones shall be programmed via an on board menu displayed on a user supplied
video monitor and using a pointing device connected to the VDP. The menu shall facilitate
placement of the detection zones quickly and easily. A separate computer shall not be required
for programming detection zones.
The VDP shall store up to three different detector zone patterns. The VDP can switch to
anyone of the three different detector patterns within I second of user request via menu
selection with the pointing device.
The VDP shall detect vehicles in real time as they travel across each detector zone.
The VDP shall have an RS232 port for communications with an external computer. The
VDP RS232 port shall be multi-drop compatible.
The VDP shall accept new detector patterns from an external computer through the
RS232 port when the external computer uses the correct communications protocol for
downloading detector patterns.
The VDP shall send its detector patterns to an external computer through the RS232 port
when requested when the external computer uses the correct communications protocol for
uploading detector patterns.
The extension module (EM) shall be available to avoid the need of rewiring the detector
rack, by enabling the user to plug an extension module into the appropriate slot in the detector
rack. The extension module shall be connected to the VDP by a 10 wire cable with modular
connectors, and shall output contact closures in accordance with user selectable channel
assignments.
The camera system shall be able to transmit an NTSC video signal, with minimal signal
degradation, up to 1000 feet under ideal conditions.
The associated Video Detection Processor (VDP) shall default to a safe condition, such
as a constant call on each active detection channel, in the event of unacceptable interference
with the video signal.
SP-63
24-1.l1(c) VEHICLE DETECTION -- A minimum of 24 detection zones shall be
supported and each detection zone can be sized to suit the site and the desired vehicle detection
regIOn.
A single detection zones shall be able to replace multiple inductive loops and the
detection zones shall be OR'ed as the default or may be AND'ed together to indicate vehicle
presence on a signal phase of traffic movement.
Placement of detection zones shall be done by using only a pointing device, and a
graphical interface built into the VDP and displayed on a video monitor, to draw the detection
zones on the video image from the video camera. No separate computer shall be required to
program the detection zones.
A minimum of 3 detection zone patterns shall be saved within the VDP memory. The
VDP'S memory shall be non-volatile to prevent data loss during power outages.
The selection of the detection zone pattern for current use shall be done through a menu.
It shall be possible to activate a detection zone pattern for a camera from VDP memory and
have that detection zone pattern displayed within I second of activation.
When a vehicle is detected crossing a detection zone, the corners of the detection
zone will flash on the video overlay display screen to confirm the detection of the vehicle.
Detection shall be at least 98% accurate in good weather conditions and at least 96%
accurate under adverse weather conditions (rain, snow, or fog). Detection accuracy is
dependent upon site geometry; camera placement, camera quality and detection zone location,
and these accuracy levels do not include allowances for occlusion or poor video due to camera
location or quality.
Detector placement shall not be more distant from the camera than a distance of ten
times the mounting height of the camera.
The VDP shall provide up to 8 channels of vehicle presence detection through a standard
detector rack edge connector and one or more extension modules.
The VDP shall provide dynamic zone reconfiguration (DZR) to enable normal detector
operation of existing channels except the one where a zone is being added or modified during
the setup process. The VDP shall output a constant call on any detection channel corresponding
to a zone being modified.
Detection zone setup shall not require site specific information such as latitude,
longitude, date and time to be entered into the system.
Sp.64
The VDP shall output a constant call for each enabled detector output channel if a loss of
video signal occurs. The VDP shall output a constant call during the background learning
period.
Detection zone outputs shall be configurable to allow the selection of presence, pulse,
extend, and delay outputs. Timing parameters of pulse, extend, and delay outputs shall be user
definable.
Detection zones shall have the capability to count the number of vehicles detected. The
count value shall be internally stored for later retrieval through the RS232 port.
24-1.11 (d) VDP & EM HARDWARE -- The VDP and EM shall be specifically
designed to mount in a standard detector rack, using the edge connector to obtain power and
provide contact closure outputs. No adapters shall be required to mount the VDP or EM in a
standard detector rack. Detector rack rewiring shall not be required or shall be minimized.
The VDP and EM shall operate satisfactorily in a temperature range from _340 C to +740
C and a humidity range from O%RH to 95%RH, non-condensing.
The VDP and EM shall be powered by 24 volts DC.
VDP power consumption shall not exceed 450 milliamps. The EM power consumption
shall not exceed 100 milliamps.
The VDP shall include an RS232 port for serial communications with a remote
computer. The VDP RS232 port shall be multi-drop compatible. The port shall be a 9-pin "D"
subminiature connector on the front of the VDP.
The VDP shall utilize flash memory technology to enable the loading of modified or
enhanced software through the RS232 port without modifying the VDP hardware.
The VDP and EM shall include detector output pin out compatibility with industry
standard detector racks.
The front of the VDP shall include detection indications, such as LED's, for each channel
of detection that display detector outputs in real time when the system is operational.
The front of the VDP shall include one BNC video input connection suitable for RS 170
video inputs. The video input shall include a switch selectable 75-ohm or high impedance
termination to allow camera video to be routed to other devices, as well as input to the VDP for
vehicle detection.
SP-65
The front of the VDP shall include one BNC video output providing real time video
output that can be routed to other devices.
The front panel of the VDP shall have a detector test switch to allow the user to place
calls on each channel. The test switch shall be able to place wither a constant call or a
momentary call depending on the position of the switch.
24-1.1I(e) VIDEO DETECTION CAMERA -- The video cameras used for traffic
detection shall be furnished by the VDP supplier and shall be qualified by the supplier to ensure
proper system operation.
The camera shall produce a useable video image of the bodies of vehicles under all
roadway lighting conditions, regardless of time of day. The minimum range of scene luminance
over which the camera shall produce a use able video image shall be the minimum range from
nighttime to daytime, but not less than the range 0.1 lux to 10,000 lux.
The camera shall use a CCD sensing element and shall output monochrome video with
resolution of not less than 380 lines vertical and 380 lines horizontal.
The camera shall include an electronic shutter control lens.
The camera shall include a variable focal length lens with variable focus that can be
adjusted, without opening up the camera housing, to suit the site geometry. A single camera
configuration shall be used for all approaches in order to minimize the setup time and spares
required by the user.
The camera electronics shall include AGC to produce a satisfactory image at night.
The camera shall be housed in a weather-tight sealed enclosure. The housing shall be
field rotatable to allow proper alignment between the camera and the traveled road surface.
The camera enclosure shall be equipped with a sun shield. The sunshield shall include a
provision for water diversion to prevent water from flowing in the camera's field of view. The
camera enclosure with sunshield shall be less than 5" diameter, less than 14" long, and shall
weigh less than 5 pounds when the camera and lens are mounted inside the enclosure.
The camera enclosure shall include a thermostatically controlled heater to assure proper
operation of the lens shutter at low temperatures and prevent moisture condensation on the
optical faceplate ofthe enclosure.
SP-66
When mounted outdoors in the enclosure, the camera shall operate satisfactorily in a
temperature range from _340 C to +600 C and a humidity range from 0% RH to 100% RH.
The camera shall be powered by 120 V AC 60 Hz. Power consumption shall be 15 watts
or less under all conditions.
Recommended camera placement height shall be 33 feet (or 10 meters) above the
roadway, and over the traveled way on which vehicles are to be detected. For optimum
detection the camera should be centered above the traveled roadway. The camera shall view
approaching vehicles at a distance not to exceed 350 feet for reliable detection (height to
distance ratio of 10: I 00). Camera placement and field of view (FOV) shall be unobstructed and
as noted in the installation documentation provided by the supplier.
The camera enclosure shall be equipped with separate, weather-tight connections for
power and setup video cables at the rear of the enclosure. These connections may also allow
diagnostic testing and viewing of video at the camera while the camera is installed on a mast
arm pole using a lens adjustment module (LAM) supplied by the VDP supplier. Video and
power shall not be connected within the same connector.
The video signal output by the camera shall be black and white in RS 170 or CCIR
format. The video signal shall be fully isolated from the camera enclosure and power cabling.
24-1.l1(f) INST ALLA nON -- The coaxial cable to be used between the camera and
the VDP in the traffic cabinet shall be Belden 8281 or a 75 ohm, precision video cable with 20
gauge solid bare copper conductor (9.9 ohms/M), solid polyethylene insulating dielectric, 98%
(min) tinned copper double-braided shield and black polyethylene outer covering. The signal
attenuation shall not exceed 0.78 dB per 100 feet at 10 Mhz. Nominal outside diameter is 0.304
inches. The coax cable shall be a continuous unbroken run from the camera to the VDP. This
cable shall be suitable for installation in conduit or overhead with appropriate span wire. 75-
ohm BNC plug connectors should be used at both the Camera and Cabinet ends. The coaxial
cable, BNC connector, and crimping tool shall be approved by the supplier of the video
detection system, and the manufacturer's instructions must be followed to ensure proper
connection.
The power cabling shall be 16 A WG three conductor cable. The cabling shall comply
with the National Electric Code, as well as local electrical codes. Cameras may acquire power
from the luminaire if necessary.
The video detection system shall be installed by supplier factory certified installers and
as recommended by the supplier and documented in installation materials provided by the
supplier. Proof of factory certification shall be provided.
SP-67
24-1.11 (g) LIMITED WARRANTY -- The supplier shall provide a limited two-year
warranty on the video detection system. See suppliers standard warranty included in the Terms
and Conditions of Sale documentation.
During the warranty period, technical support shall be available from the supplier via
telephone within 4 hours of the time a call is made by a user, and this support shall be available
from factory-certified personnel or factory-certified installers.
During the warranty period, updates to VDP software shall be available from the supplier
without charge.
24-1.11(h) MAINTENANCE & SUPPORT -- The supplier shall maintain an adequate
inventory of parts to support maintenance and repair of the video detection system. These parts
shall be available for delivery within 30 days of placement of an acceptable order at the
supplier's then current pricing and terms of sale for said parts.
The supplier shall maintain an ongoing program of technical support for the video
detection system. This technical support shall be available via telephone, or via personnel sent
to the installation site upon placement of an acceptable order at the supplier's then current
pricing and terms of sale for on site technical support.
Installation or training support shall be provided by a factory authorized representative.
All product documentation shall be written in the English language.
24-1.12 VEHICLE SIGNAL FACES -- Vehicle signal faces shall conform to the
provisions in Section 86-4, "Traffic Signal Faces and Fittings", of the Standard Specifications
and these Special Provisions.
All lamps for traffic signal units shall be LED and furnished by the Contractor. All LED
lamps must be hardwired (Type I).
Signal section housing shall be metal type and backplates shall be metal louvered type.
SP-68
24-1.13 LIGHT EMITTING DIODE (LED) SIGNAL MODULES -- LED signal
modules shall conform to the Caltrans, "Standard Specifications", dated July, 2002, and the
Caltrans Standard Plan and these Special Provisions.
1. LED SIGNAL MODULES
LED signal modules shall conform to Section 86-4.02, "LIGHT EMITTING
DIODE SIGNAL MODULE" of the Standard Specifications and these Special
Provisions.
2. GENERAL
Each module shall consist of an assembly that utilizes LEDs as the light source in
lieu of an incandescent lamp for use in traffic signal sections.
The LEDs utilized in the modules shall be AllnGaP (Aluminum Indium Gallium
Phosphide) technology for red, amber and yellow indications, or GaN for green
indications, and shall be the ultra bright type rated for 100,000 hours of
continuous operation from -40oC to +740C.
The modules shall be rated for a minimum useful life of 48 months. All modules
shall meet all parameters of this specification during this period.
The individual LEDs shall be wired such that a catastrophic loss or the failure of
one LED will result in the loss of not more than 5 percent of the signal module
light output.
2.1 ELECTRICAL
Power Consumption
Maximum power consumption for LED modules is per Table 2-1. Additionally
LED modules will have EP A Energy Star compliance ratings.
Operation Voltage
The modules shall operate from a 60 HZ +/-3 HZ AC line over a voltage ranging
from 95 volts to 135 volts. The fluctuations of line voltage shall have no visible
effect on the luminous intensity of the indications.
Operating voltage of the modules shall be 120 V AC. All parameters shall by
measured at this voltage.
SP-69
Power Factor
The LED signal module shall have a power factor of 0.90 or greater.
THD
Total harmonic distortion (current and voltage) induced into an AC power line by
an LED signal module shall not exceed 20 percent.
Surge Suppression
The signal module on-board circuitry shall include voltage surge protection to
withstand high-repetition noise transients as stated in Section 2.1.6 of NEMA
Standard TS-2, 1992 (1998 Revision).
The LED circuitry shall prevent perceptible flicker to the unaided eye over the
voltage range specified above.
All wiring and terminal blocks shall meet the requirements of Section 13.02 of
the ITE Publication: Equipment and Material Standards, Chapter 2 (Vehicle
Traffic Control Signal Heads).
Compatibility
The modules shall be operationally compatible with currently used controller
assemblies (solid state load switches, flashers, and conflict monitors). Review
TEES Chapters 3 and 6 for specifications on these devices.
When a current of 20 mA AC *or less) is applied to the unit, the voltage reading
across the two leads shall be 15 V AC or less.
The modules and associated on-board circuitry must meet Class A emission limits
referred in Federal Communications Commission (FCC) Title 47, Sub-Part B,
Section 15 regulations concerning the emission of electronic noise.
SP-70
2.2 PHOTOMETRIC REOUIREMENTS
The minimum initial luminous intensity values for the modules shall be as stated
in Table 2-2 and Table 2-4 at 250C.
The modules shall meet or exceed the illumination values as shown in Table 2-3
and Table 2-5, throughout the useful life based on normal use in a traffic signal
operation over the operating temperature range.
The measured chromaticity coordinates of the modules shall conform to the
chromaticity requirements of Table 2-6, throughout the useful life over the
operating temperature range.
2.3 PHYSICAL AND MECHANICAL REOUIREMENTS
LED traffic signal modules shall be designed as retrofit replacements for existing
optical units of signal indications and shall not require special tools for
installation. See appropriate sections for Type I and Type 2 modules.
2.4 ENVIRONMENTAL REOUIREMENTS
The LED signal module shall be rated for use in the operating temperature range
of -400C (-400F) to +740C (+1650F). The modules shall meet all specifications
throughout this range.
The LED signal module shall be protected against dust and moisture intrusion per
the requirements of NEMA Standard 250-1991 for Type 4 enclosures to protect
all internal components.
2.5 CONSTRUCTION
The LED signal module shall be a single, self-contained device, not requiring on-
site assembly for installation into an existing traffic signal housing. The power
supply for the module shall be integral to the unit.
The circuit board and power supply shall be contained inside the module. Circuit
boards shall conform to Chapter I, Section 6 of the "Transportation Electrical
Equipment Specifications".
The assembly and manufacturing process for the LED signal assembly shall be
designed to assure all internal components are adequately supported to withstand
mechanical shock and vibration from high winds and other sources.
SP-71
2.6 MATERIALS
Material used for the lens and signal module construction shall conform to ASTM
specifications for the materials.
Enclosures containing either the power supply or electronic components of the
signal module shall be made of UL94 VO flame retardant materials. The lens of
the signal module is excluded from this requirement.
2.7 MODULE IDENTIFICATION
Each module shall have the manufacturer's name, trademark, model number,
serial number, date of manufacture (month-year), and lot number as
iden6tification permanently marked on the back of the module.
The following operating characteristics shall be permanently marked on the back
of the module:
Rated voltage and rated power in Watts and Volt-Ampere
If a specific mounting orientation is required, each module shall have prominent
and permanent marking(s) for correct indexing and orientation within a signal
housing. The markings shall consist of an up arrow, or the word "UP" or "TOP".
3. TYPE I TRAFFIC SIGNAL MODULE
The following specification requirements apply to the Type 1 module only. All
general specifications apply unless specifically superceded in this section.
3.1 TYPE 1 MODULES CAN BE MANUF ACTURED UNDER THIS
SPECIFICATION FOR THE FOLLOWING FACES:
300 mm circular (Red, Yellow, Green)
300 mm arrow (Red, Yellow, Green)
3.2 PHYSICAL AND MECHANICAL REQUIREMENTS
The module shall fit into existing traffic signal section housings built to the
specifications detailed in ITE Publication: Equipment and Material Standards,
Chapter 2 (Vehicle Traffic Control Signal Heads).
SP-72
Each Type 1 module shall be designed to be installed in the doorframe of a
standard traffic signal housing. The Type 1 module shall be sealed in the
doorframe with a one-piece EPDM (ethylene propylene rubber) gasket.
The maximum weight of a Type 1 module shall be 1.8 kg (4 lbs.).
3.3 CONSTRUCTION
Each Type 1 module shall be a sealed unit to include all parts necessary for
operation (a printed circuit board, power supply, a lens and gasket, etc.) and shall
be weather proof after installation and connection.
3.3a. CONDUCTOR
Two secured, color coded, 600 V, 20 A WG mmlmum, jacketed wires,
conforming to the National Electric Code, rated for service at + 1050C, are to be
provided for electrical connection for each Type I LED signal module.
Conductors for Type I modules shall be 1-m in length, with quick disconnect
terminals attached and shall conform to Section 86-4.0IC, "Electrical
Components", of the Standard Specifications.
If specified in the purchased order, the module will be equipped with an adapter
that will screw into the medium base, lamp socket. The adapter shall be able to
accept the quick disconnect terminals at the end of the conductors for the module.
The electrical contacts of the adapter shall be made of brass.
3.4 LENS
The lens of the Type 1 module shall be integral to the unit, shall be convex with a
smooth outer surface and made of plastic or of glass.
The lens may be tinted or may use transparent film or materials with similar
characteristics to enhance ON/OFF contrasts.
The use of tinting or other materials to enhance ON/OFF contrasts shall not affect
chromaticity and shall be uniform across the face of the lens.
The LED signal module lens shall be UV stabilized and shall be capable of
withstanding ultraviolet (direct sunlight) exposure for a minimum period of 60
months without exhibiting evidence of deterioration.
If a polymeric lens is used, a surface coating or chemical surface treatment shall
be used to provide front surface abrasion resistance.
SP-?3
4. BLANK
5. 300 MM ARROW
The following specification requirements apply to the 300 mm arrow module
only. All general specifications apply unless specifically superceded in this
section.
The arrow module shall meet specifications stated in Section 9.01 of the ITE
Publication:
Equipment and Material Standards, Chapter 2
(Vehicle Traffic Control Signal Heads) for arrow indications.
The LEOs shall be spread evenly across the illuminated portion of the arrow area.
6. BLANK
7. BLANK
8. BLANK
9. QUALITY ASSURANCE
The modules shall be manufactured in accordance with a manufacturer quality
assurance (QA) program. The QA program shall include two types of quality
assurance: (I) design quality assurance and (2) production quality assurance.
The production quality assurance shall include statistically controlled routine tests
to ensure minimum performance levels of the modules built to meet this
specification, and a documented process of how problems are to be resolved.
QA process and test results documentation shall be kept on file for a minimum
period of seven years.
LED signal module designs not satisfying design qualification testing and the
production quality assurance testing performance requirements described below
shall not be labeled, advertised, or sold as conforming to this specification.
9.1 DESIGN QUALIFICATION TESTING
Design qualification testing shall be performed by the manufacturer or an
independent testing lab hired by the manufacturer on new LED module designs,
and when a major design change has been implemented on an existing design.
SP-74
A major design change is defined as a design change (electrical or physical)
which changes any of the performance characteristics of the module, results in a
different circuit configuration for the power supply or changes the layout of the
individual LEDs in the module.
9.2 QUANTITY
A quality of two units for each design shall be submitted for design qualification
testing.
Test units shall be submitted to Caltrans after the manufacturer's testing IS
complete.
Manufacturer's testing data shall be submitted with test units for Caltrans
verification of design qualification testing data.
9.3 BURN IN
The sample modules shall be energized for a minimum of 24 hours, at 100
percent on-time duty cycle, at a temperature of +740C (+1650F) before
performing any design qualification testing.
Any failure of the module, which renders the unit non-compliant with the
specification after bum-in, shall be cause for rejection.
F or design qualification testing, all specifications will be measured including, but
not limited to:
9.4 RATED INITIAL LUMINOUS INTENSITY
Measured over the operating temperature range.
9.5 CHROMATICITY (COLOR)
Measured over the operating temperature range.
9.6 ELECTRICAL
All specified parameters shall be measured and used for quality comparison of
production quality assurance on production modules. ( rated power, etc.)
SP-75
9.7 EQUIPMENT COMPATIBILITY
Modules shall be tested for comparability with the controller unit, conflict
monitor, and load switch. Each signal module shall be connected tot he output of
a standard load switch connected to an AC voltage supply between the values of
95 and 135 V AC with the input to the load switch in the "off" position. The AC
voltage developed across each LED signal module so connected shall not exceed
10 Vrms as the input AC voltage is varied from 95 Vrms to 135 Vrms.
9.8 MECHANICAL VIBRATION TESTING
Mechanical vibration testing shall be as per MIL-STD-883, Test Method 2007,
using 3 four-minute cycles along each x, y, and z axis, at a force of2.5 Gs, with a
frequency sweep from 2 HZ to 120 HZ. The loosening of the lens, of any internal
components, or other physical damage shall be cause for rejection.
9.9 TEMPERATURE CYCLING
Temperature cycling shall be performed as per MIL-STD-883, Test Method 1010.
The temperature range shall be per "Environmental Requirements". A minimum
of 20 cycles shall be performed with a 30-minute transfer time between
temperature extremes and a 30-minute dwell time at each temperature. Module(s)
being tested shall be energized and functioning throughout the duration of the
test. Failure of a module to function properly or any evidence of cracking of the
module lens or housing after temperature cycling shall be cause for rejection.
9.10 MOISTURE RESISTANCE TESTING
Moisture resistance testing shall be performed on all modules mounted in a
standard type "A" pedestrian housing per NEMA Standard 250-1991 for Type 4
enclosures. Any evidence of internal moisture after testing shall be cause for
rejection.
9.11 PRODUCTION QUALITY CONTROL TESTING
The following production quality assurance tests shall be performed on each new
module prior to shipment. Failure to meet requirements of any of these tests shall
be cause for rejection. Test results shall be retained by the manufacturer for
seven years.
Bum-in period shall consist of each signal module being energized at rated
voltage for a 30-minute stabilization period before the measurement is made.
SP-76
Each module shall be tested for rated initial intensity after bum-in.
A single point measurement, with a correlation to the intensity requirements of
Table 2-2 for circular modules, may be used.
The ambient temperature for this measurement shall be +250C (+770F).
Each module not meeting minimum luminous intensity requirements per Table 2-
2 or Table 2-4 shall be cause for rejection.
Each module shall be tested for required power factor after bum-in.
Each module shall be measured for current flow in amperes after bum-in. The
measured current values shall be compared against rated values resulting from
design qualification measurements under "Design Qualification Testing". The
current flow shall not exceed the rated value.
Each module shall be visually inspected for any exterior physical damage or
assembly anomalies. Careful attention shall be paid to the surface of the lens to
ensure there are no scratches (abrasions), cracks, chips, discoloration, or other
defects. Any such defect shall be cause for rejection.
9.12 OUALlTY ASSURANCE TESTING
(RANDOM SAMPLE TESTING)
The City may perform random sample testing on all shipments.
Random sample testing should be completed within 30 days after delivery to the
specified location on the purchase order.
Circular modules shall be tested according to California Test No. 604, and as
described herein.
PV, bicycle and arrow modules shall be tested as per California Test 3001 and as
described herein.
All optical testing shall be performed with the module mounted in a standard
traffic signal section or in a standard Type "A" Pedestrian Housing, but without a
visor or hood attached to the section or housing.
SP-77
The number of units tested (sample size) shall be determined by the quantity of
each model in the shipment. The sample size shall conform to ANSI! ASQC Z 1.4.
The Caltrans METS shall determine the sampling parameters to be used for the
random sample testing.
All parameters of the specification may be tested on the shipment sample.
Acceptance/rejection of the shipment shall conform to ANSI!ASQC ZI.4 for
random sampled shipments.
10. WARRANTY
In addition to meeting the performance requirements for the minimum period of
60 months, the manufacturer shall provide a written warranty against defects in
materials and workmanship for the modules for a period of 60 months after
acceptance of the modules. Replacement modules shall be provided promptly
after receipt of modules that have failed at no cost to the City. All warranty
documentation shall be given to the City prior to random sample testing.
TABLES
Table 2-1 Maximum Power Consumption (in Watts)
Red Yellow Green
Temperature 250e 740e 250e we 250e 740e
300 mm circular II 17 22 25 12 12
200 mm circular 8 13 13 16 10 10
300 mm arrow 9 12 10 12 13 13
Bicycle indication future future future future future future
PV indication future future future future future future
Lane Control (X) 9 12 nJa nJa
Lane Control (Arrow) nJa 13 13
SP-78
Table 2-2 Minimum Initial Intensities for Circular Indications (in cd )
200 mm 300 mm
AD21e (v,h) Red Yellow GreeD Red Yellow GreeD
2.5, +/- 2.5 157 314 314 399 798 798
2.5, +/- 7.5 114 228 228 295 589 589
2.5, +/- 12.5 67 133 133 166 333 333
2.5, +/- 17.5 29 57 57 90 181 181
7.5, +1- 2.5 119 238 238 266 532 532
7.5, +1-7.5 105 209 209 238 475 475
7.5, +1- 12.5 76 152 152 171 342 342
7.5, +1- 17.5 48 95 95 105 209 209
7.5, +1- 22.5 21 43 43 45 90 90
7.5. +/- 27.5 12 24 24 19 38 38
12.5. +1- 2.5 43 86 86 59 119 119
12.5. +1- 7.5 38 76 76 57 114 114
12.5. +1- 12.5 33 67 67 52 105 105
12.5. +1- 17.5 24 48 48 40 81 81
12.5, +1- 22.5 14 29 29 26 52 52
12.5. +/- 27.5 10 19 19 19 38 38
17.5. +1- 2.5 19 38 38 26 52 52
17.5. +1- 7.5 17 33 33 26 52 52
17.5. +1- 12.5 12 24 24 26 52 52
17.5. +1- 17.5 10 19 19 26 52 52
17.5, +1- 22.5 7 14 14 24 48 48
17.5. +/- 27.5 5 10 10 19 38 38
Table 2-3 Maintained Minimum Intensities for Circular Indications (in cd)
200 mm 300 mm
AD21e lv, h) Red Yellow GreeD Red Yellow GreeD
2.5. +/- 2.5 133 267 267 339 679 679
2.5, +1- 7.5 97 194 194 251 501 501
2.5, +1- 12.5 57 113 113 141 283 283
2.5. +/- 17.5 25 48 48 77 154 154
7.5, +1- 2.5 101 202 202 226 452 452
7.5, +/-7.5 89 178 178 202 404 404
7.5. +1- 12.5 65 129 129 145 291 291
7.5. +1- 17.5 41 81 81 89 178 178
7.5, +1- 22.5 18 37 37 38 77 77
7.5, +1- 27.5 10 20 20 16 32 32
12.5. +1- 2.5 37 73 73 50 101 101
12.5, +1- 7.5 32 65 65 48 97 97
12.5. +1- 12.5 28 57 57 44 89 89
12.5. +1- 17.5 20 41 41 34 69 69
12.5, +1- 22.5 12 25 25 22 44 44
12.5. +1- 27.5 9 16 16 16 32 32
17.5, +1- 2.5 16 32 32 22 44 44
17.5. +1- 7.5 14 28 28 22 44 44
17.5, +1- 12.5 10 20 20 22 44 44
17.5, +1- 17.5 9 16 16 22 44 44
17.5, +/- 22.5 6 12 12 20 41 41
17.5. +1- 27.5 4 9 9 16 32 32
SP-79
Table 2-4 Minimal Initial Intensities for Arrow Indications (in cd/m2 )
Red Yellow Green
Arrow Indication 5,500 11,000 11,000
Table 2-5 Minimum Maintained Intensities for Arrow Indications (in cd/m2 )
Red Yellow Green
Arrow Indication 5,500 11,000 11,000
Table 2-6 Chromaticity Standards (CIE Chart)
Section 8.04 of:
Red Y: Not greater than 0.308, or less than 0.998 - x
Yellow Y: Not less than 0.411, nor less than 0.995 - x, nor less than 0.452
Green Y: Not less than 0.506 - .519x, nor less than 0.150 + 1.068x
nor more than 0.730 - x
24-1.14 PEDESTRIAN SIGNALS -- Pedestrian signals shall be Type "A". The
audible pedestrian signal (if applicable) shall supplement the visible "WALK" symbol indicated
and shall be mounted within the housing of the pedestrian signal on the walk symbol side.
Output (electric current) shall be generated from the field conductors to the associated
pedestrian signal head.
Audio output shall be adjustable. Additional audio output shall be adjustable from
adjustable low to an adjustable high, and shall be responsive to external ambient noise.
Directional audio outputs for right-of way designations shall be presented by 2 distinct bird
chirping sounds. The Northerly and Southerly phase(s) shall utilize a "CUCKOO" sound. The
Easterly and Westerly phase(s) shall utilize the "PEEP-PEEP" sound.
Operation parameters shall be:
115V AC +/- 25%, 60Hz, 3 watts
120 C temperature range
90/db watts at 1 meter (max) output
SP-80
24-1.15 LIGHT EMITTING DIODE PEDESTRIAN SIGNAL FACE "UPRAISED
HAND" MODULE -- The pedestrian signal face "Upraised Hand" shall be installed in each
Type "A" pedestrian signal. The light emitting diode (LED) module for the pedestrian signal
shall conform to the Caltrans "Standard Specifications, dated MAY, 2006, Section 86-4.07,
"LIGHT EMITTING DIODE PEDESTRIAN SIGNAL FACE "UPRAISED HAND"
MODULE", and these Special Provisions.
24-1.16 PEDESTRIAN PUSH BUTTON -- Pedestrian push button housings shall be
the metal type.
Pedestrian push buttons shall be Type "B".
24-1.17 ADA PEDESTRIAN PUSH BUTTON -- The push button unit shall be
Synchronex Part No. lASY202l-40, ADA-2.
The housing for the push button shall be either machined aluminum, or die-cast
aluminum. All housing shall be coated with powered paint, matching colors of Federal
Standard No. 595b, and shall be shock and rain proof. The housing shall be "Bull Nosed" in
shape to reduce vandalism.
The pedestrian push button switch shall be a precision type, single pole, single throw,
expandable to three poles, single throw operation, having pressure type terminals, rated at
l20vac, and capable of lXlO6 operations. The switches shall be UL listed, CSA certified, and
meet the requirements of NEMA ICS-l, ICS-2. The switch shall have the following
characteristics:
A. The switching unit shall have a stainless steel, aluminum, or structural plastic
operator and shall be mounted within the housing with a stainless steel, non-
corrosive, temper-proof, fastening device. It shall be of such a size to permit
recessed mounting in most existing standard type pedestrian push buttons
without any modifications to either unit.
B. The actuator shall be conical in shape with the cone extending 7/16" to y:,"
above bezel of the switch housing, and 2" in diameter.
C. The switch shall have an operating force of 9 to 13 ounces and a minimum
release force of 4 ounces. Pretravel shall be 1/64 inch maximum. Overtravel
shall be 7/32 inch minimum. Differential travel shall be .0004 to .002 inch.
SP-81
24-1.18 LUMINAIRES -- Luminaires shall conform to the provisions in Section 86-
6.01, "High-Intensity Discharge - Luminaires", of the Standard Specifications and these Special
Provisions.
All luminaire to be mounted on horizontal mast arms, when tested in accordance with
California Test 611, shall be capable of withstanding cyclic loading in:
(1) a vertical plane at a minimum peak acceleration level ofJ.O g's peak-to-peak
sinusoidal loading (same as 1.5 g's peak) with the internal ballast removed,
for a minimum of 2 million cycles without failure of any lurninaire parts.
(2) a horizontal plane perpendicular to the direction of the mast arm at a
minimum peak acceleration level of 1.5 g's peak-to-peak sinusoidal loading
(same as 0.75-g peak) with the internal ballast installed, for a minimum of 2
million cycles without failure of any luminaire parts.
24-1.19 MAST ARM-MOUNTED REFLECTORIZED STREET NAME SIGN -- Mast
arm-mounted reflectorized street name signs shall be Type SG.
Sign panel surfaces, including lettering and borders, shall be 3M Brand Visual Impact
performance (VIP 3990) reflective sheeting or approved alternate. Reflective sheeting shall be
applied in such a manner as to maintain light transmission levels specified in the Caltrans
Specifications.
Sign legends shall be white on green as shown on the Plan. Minimum copy size for the
legends shall be 8" U.c. and 6" series D (See Attachment "A"). Minimum sign panel width
shall conform to the Standards established by Caltrans.
"Periods" shall not be used on abbreviations. Full-size layouts for each legend shall be
submitted to the Engineer for approval prior to fabrication.
Sign panels shall be .063 gauge 5052H38 aluminum with chromate conversion coating
as per Caltrans Specifications. Sign frames shall be constructed of 6061 T6 aluminum channel:
I-V." X I-v." X 118"
The frame shall be welded on all four comers. Sign faces shall be aluminum rivets. A face will
appear on both sides of frame.
The Contractor shall provide and install all the necessary hardware and mounting
brackets to install the mast arm-mounted reflectorized street name signs.
SP-82
The Contractor shall provide Safeway Sign bracket EZ-L telescoping mast arm sign
bracket with swing assembly, or approved equal, by the City Traffic Engineer.
All modifications to standard equipment must be documented.
The Contractor is responsible for generating the desired documentation in the event that
it is not available from the manufacturer.
24-1.20 PAYMENT -- The lump sum contract bid price paid for "TRAFFIC
SIGNAL and HIGHWAY LIGHTING FACILITIES", shall be considered as full
compensation for furnishing all materials, tools and equipment and for executing all the work,
per the Plans, Caltrans and Greenbook Standard Specifications, these Special Provisions and as
directed by the Engineer, and no additional compensation will be allowed therefor.
SP-83
SECTION 25 THROUGH SECTION 49
BLANK
SP-84
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:
I. 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 10-foot section, if possible, at an existing joint or scoring
line. If said lO-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-85
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-86
APPENDIX
STANDARD DRAWINGS
c::.lTY
E." 1ST' "'0
.~
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OF'
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1.1"'0'(30. Te\..r::c:>i-lI:lUIT
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CITY OF SAN ~E12NA12DIJ.JO . PUBLIC WOt2Y,S DEPT.
..
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":: ~
CHAIN I..INIS P"III'JCE
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I'Rt"rERRt"O .5IOEJ../AL~ LOCATION
VARIES
.s/J).PJ: i' . :n:
L/)O$E 6RAVEL (6- A,(
n!'[JHI411&" IN THIS AREA
~ 'VN06STRl/trE"
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CASE '1J.
/"fAY "E U.!JEO: I.) JVh'EN r.-~OAlTA(sE IS LESS T~N I~' ANO .sAI'1E
.sC-CTION EXISTS CW tilOTH .sIOE.!J Or "'OT.
L) FOR /"fEAAlOeRING S/oeWALK$,
I
'II
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-+-
GeNERAL Nt)TES:
~.Ir. ~ I
S'PE"'AI-K
PROPC,SED
J/DIA.I~
I.)CONCKETE (,LA44 -~m."..rk)C
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Ci!/r8 J()INr 04$ OIREt:TePlr
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Ell ~~
TYPICAL SIDE J../ALK.
TRANSITION
CITY OF SAN BERNARDINO PUBLIC WORKS DEPT.
APPRQVED STD. NO.
'10. ~ ,1983
LOCATION ~ 202
! SIDEWALK
Av.nue . Av,
AII.y . AII.y
Boulevard . Blvd
C.nt.r . efr
Clrcl. Ct
Court . C,
Orlvl . Dr
HIQIlway . Hwy
lane . Ln
Plac. . PI
Parkway IE Prkwy
Road . Rd
Stat. Rout.. Rt.
Str..t . Sf
Troll . Tr ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL
Way . Way 1fi ~
' ~ ~ !
.., :, . 0 . o. . -- . ~..
H .. ()Ir" ~
SIGN OUNTING ~ <;Zl!. ~ '"
A HOLE ~N III lIJ)E 1<," 80RllEJ1 "fAOM TOP . BOTTOM
I UNSIGNALIZED I
INTERSECTION
o
.
a:
...
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Ol .
.,
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CUAB
fACE
ORIVE
RIVET.
ABBREVIATIONS
ARTERIAL / ARTERIAL OR ARTERIAL / LOCAL
~~'
'. .' . Wi- _ '
m'& ":~="'~'
I SIGNALIZED I [
INTERSECTION ~ ~Dm~
,
~
.
Ol
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2 14"~_.
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5/11" I
DIA. .
LOCAL / LOCAL
3Y.- '~ B>----Dl.
6- ~;., . 0 . ~ mv",
NO;';;" _ , _ _, m ... " ,. :"'rll€lll ~TOP · a;4 I,.
SE CEHTERED 10TH vtRT. . HOllII. '" ~g~.:<
I wITH 2V.- a.LAR ON EII)S I ON
SIGH a...ulE..
MIM. LETTER SPACING. 7SX
I F.H,W..A. STAIClARD)
24" MIN.
36'. MAX. OR APPROVED
US( WESTERN HIGHWAY PRODUCTS
I OR APPROvED EOlIAl. I.
TOP Of EXISTING
Z SURfACE
'"
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.
. @
0
ANCHOR: '"
TELESPAR CD @
2Y,- 50..30.
12 GA. CD
W
@
I S" & '" I SIGN BLADES ARE O.OB GAUGE EXTRUDED ALUMINUM
ALLOY WITH .250" STlffNER AT TOP & BOTTOM EDGES. DOUBLE
fACE fiNISH WHITE LETTERS & BORDER ON GREEN BACKROUND
6- SIGN BLADE TO BE fABRICATED USING ENGINEERING GRADE
SHEETING. & ,- SIGN BLADE SHALL BE fABRICATED USING HIGH
INTENSITY REfLECTIVE SHEETING.
I 12" I SIGN BLADE SHALL BE O.OB GAUGE fLAT ALUMltfJM ALLOY
SINGLE fACED WITH WHITE LETTERS' BORDER ON GREEN BACK-
ROIMD BOTH fABRICATED USING HIGH INTENSITY REflECTIVE
SHEETING & ATTACHED TO SIGNAL POLE AT 96- fROM SIDEWALK
USE BRACES WHEN 36- OR LONGER IN LENGTH.
SIGN - TO - SIGN BRACKET. SUPR-LOK 2N990X. .2BO. WIDE
SLOT. VANOAL .. PRUf BOLTS 2NVPAI2.
POST.. TO .. SIGN BRACKET. SUPR .. LOK 2N97 SOX2 .2BO" WIDE SLOT.
VANDAL. PRUf BOLTS 2NVPAI2.
SIGNPOST TELESPAR 2" SO.. 12 GA. HELD TO A 2Y,,' 50..30" H.D. ANCHO
fOUNDATION. PORTLAND CONCRETE CLASS 500-C-2500
MAX. SLUMP . 5".
CITY OF SAN BERNARDINO / PUBLIC WORKS DEPT.
'7
STANPARP
PLAN
504
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LEGEND
~LE SIGNS WITH OR WITHOUT R-I
+ SINGLE SIGN WITH OR WITHOUT R-I
NOTE:
LOCATION OF STREET NAME SIGNS ARE SHOWN APPROXMATE.
AL TERNATE LOCATIONS TO BE APPROVED BY ENGINEER. TYPICAL
LOCATIONS: ON B.C.R OF N.E. 'S.W. CORNER OF INTERSECTIONS.
FOR UNNAMED PRIVA TE STREETS, THE WORDS -PRIVA TE STREET..
SHALL BE 4- HIGH AND CENTERED WITHIN THE SIGN.
MAJOR STREET: ARTERIALS
MINOR STREET: COLLECTORS' LOCALS
STREET NAME SIGN
STANVARV
PlAN
504
CITY OF SAN BERNARDINO / PUBLIC WORKS DEPT.
SHm t Of t SHms
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2008 STANDARD PLAN A10A
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CALIFORNIA MUTCD
SIGN STANDARDS
California MUTCD
(FHW A's MUTCD 2003 Revision I, as amended for use in California)
Page 2B-l 04
MUTCD California I I California MUTCD
Code Code Title of Sign Section
M4-4 i R4fGAl TRUCK 28.13,28.14
R1-1 ~ STOP 28.04,28.05, 28.06,
28.07
R1-2 YIELD 28.08,28.09,28.10
R1-2a TO ONCOMING TRAFFIC 28.08
R1-3 4-WAY 28.04
R1-4 ALL WAY 28.04
R1-5 None Yield Here To Pedestrians 28.11
R1-5a None Yield Here To Pedestrians 28.11
R1-6 None In-Street Pedestrian Crossino 28.12
Rt-9a None 28.12
R2-1 Saeed Limit 28.13,28.18
~ None 28.14
R2-3 None Nioht Saeed Limit 28.15
R2-4 None Minimum Speed Limit 28.16
R2-4a None Speed Limit! Minimum Speed Limit 28.16
R&a None Introduction, Paoe 1-4
R2-6 None FINES HIGHER 28.17
R3-1 No Rioht Turn 28.19
R&-til None 88.06, 10C.09
R3-2 No Left Turn 28.19
~ None Ne Left T~rn Asress TraGI\s 88.06, 10C.09
R3-3 NO TURNS 2B.19
R3-4 No U-Turn 2B.19
R3-5 Mandatorv Movement Lane Control 2B20, 2B.21
R3-5a None Straioht Throuoh Only 2B.20,2B.21
R3-5b None LEFT LAN E 2B.21
R3-5c None HOV 2+ 2B.21
R3-5d None TAXI LANE 2B.21
R3-5e None CENTER LANE 2B.21
R3-5f None RIGHT LANE 2B21
R3-5g None BUS LANE 2B21
R3-6 Optional Movement Lane Control 2B20,2B22
R3-7 RIGHT (LEFT) LANE MUST TURN RIGHT (LEFT) 2B.20, 2B.21
R3-8 None Advance Intersection Lane Control 2B.20, 2B.23
R3-8a None Advance Intersection Lane Control 2B.20, 2B.23
R3-8b None Advance Intersection Lane Control 2B.20, 2B.23
R3-9a Two-Way Left Turn Only (Overhead-mounted) 2B.24
R3-9b None Two-Way Left Turn Only (Ground-mounted) 2B.24
~ None Reversiele LaRe CeRtr<l1 Introduction, Paae 1-4
R3-9d None Reversible Lane Control 2B25
Rd-ge None Reversiele LaRe CSRtrol Introduction, Paoe 1-4
R3-9f None Reversible Lane Control 2B.25
R3-9o None Reversible Lane Control 2B.25
Table 2B.102(CA). MUTCD Regulatory Signs (Sheet 1 of 6)
Chapter 28 - Regulatory Signs
Part 2 - Signs
September 26, 2006
California MUTCD
(FHW A's MUTCD 2003 Revision 1, as amended for use in California)
Page 2B-1 08
...
MUTCD California Title of Sign California MUTCD
Code Code Section
R1911e None ~IO TURN ON RED 2B.45
R10-12 LEFT TURN YIELD ON GREEN (Symbolic Green Ball) 2B.45
R10-13 None EMERGENCY SIGNAL 2B.45
R10-15 None TURNING TRAFFIC MUST YIELD TO PEDESTRIANS 2B.45
RW49 None U TURN YIELD TO RIGelT TUR~I 2B.45
R1917a None 2B.45
R10-18 None TRAFFIC LAWS PHOTO ENFORCED 2B.46
R10-19 None PHOTO ENFORCED 2B.46
R10-20a None MON-FRI7-9 AM 4-7 PM 2B.45
R10-21 None LEFT TURN SIGNAL YIELD ON GREEN (svmbolic oreen ball) 2B.45
R10-22 None Bicvcle Sional Acluation 9B.12
R11-1 KEEP OFF MEDIAN 2B.47
R11-2 ROAD (STREET) CLOSED 2B.48, 6F.08, 6F.53
R11-3 None ROAD CLOSED-LOCAL TRAFFIC ONLY 2B.48
R11-3a ROAD CLOSED XX MILES AHEAD, LOCAL TRAFFIC ONLY 2B.48, 6F.09, 6F.53
R11-3b None BRIDGE OUT XX MILES AHEAD, LOCAL TRAFFIC ONLY 2B.48, 5B.04
R11-4 ROAD (STREET) CLOSED TO THRU TRAFFIC 2B.48, 6F.09, 6F.53
R12-1 Weiaht Limit 28.49
~ None 'v, , "<OT V. NV T""~\ 28.49
~ None 28.49
~ None V'!EIGelT LIMIT X t (1-X TmJS) PER AXLE, X t (XX TONg) 28.49
GROgg
R12-5 Weiaht Limit 28.36, 28.49
R-tU None METRIC 28.49
R13-1 None ALL TRUCKS/COMMERCIAL VEHICLES NEXT RIGHT 28.50
R14-1 TRUCK ROUTE 28.51
~ None e1azaHleus MateFial Re~te 28.52
R-t4-d None e1azaraeus Material Prel1ieitieA 28.52
R-14-4 None ~JatioAal ~Jetworl\ 28.53
~ None ~JatieAal ~Jetwerh Prel1ieitisA 28.53
R15-1 None Hiahway-Rail Grade Crossina 8803,10C02
R15-2 None Number ofTracks 88.03,10C.02
~ None EXEMPT 8805,10C.10
R15-4a None Liaht Rail Transit Onlv Lane (Riaht Lane) 10C.13
R15-4b None Liaht Rail Transit Only Lane (Left Lane) 10C.13
R15-4c None Liaht Rail Transit Only Lane (Center Lane) 10C.13
R15-5 None Do Not Pass Liaht Rail Transit 10C.14
R15-5a None DO NOT PASS STOPPED TRAIN 10C.14
R15-6 No Vehicles On Tracks 10C.12
R15-6a None DO NOT DRIVE ON TRACKS 10C.12
R15-7 None Divided Hiahway With Liaht Rail Transit Crossina 10C.11
R15-7a None Divided Highway With Light Rail Transit Crossing (T- 10C.11
Intersection)
Table 2B.102(CA). MUTCD Regulatory Signs (Sheet 5 of 6)
Chapter 28 - Regulatory Signs
Part 2 - Signs
September 26, 2006
California MUTCD
(FHWA's MUTCD 2003 Revision I, as amended for use in California)
Page 28-98
California MUTCD Title of Sign California MUTCD
Code Code Section
~ R1-1 STOP 28.04, 28.05, 28.06,
28.07
R1-2 YIELD 2808,2809,28.10
R1-3 4-WAY 2804
R1-4 ALL WAY 28.04
R2-1 Speed Limit 28.13,28.18
R2-4 CA) Npne Speed Zone Ahead 28.13
R3(CA) None End Speed Limit 28.13
M4-4 TRUCK 28.13,28.14
R6-3(CA\ None TRUCKS, 3 AXLES OR MORE 55 MAXIMUM 28.13
R6-3A(CA) None TRUCKS 3 AXLES OR MORE RIGHT 2 LANES ONLY 28.13
R6-4(CA) None ALL VEHICLES WHEN TOWING 55 MAXIMUM 28.13
R6-4A!CA\ None ALL VEHICLES WHEN TOWING RIGHT 2 LANES ONLY 28.13
R4-7 Keep Riaht 28.33
R4-10 RUNAWAY VEHICLES ONLY 28.32
R6-1 ONE WAY 28.37
R6-2 ONE WAY 28.37
R5-1 DO NOT ENTER 28.34
R5-1a WRONG WAY 28.34,28.35
R10G 11a NO TUR~I ON RED 28.45
R13A(CA) None No Riaht Turn on Red 28.26, 28.45
R138(CA) None No Left Turn on Red 28.45
R3-3 NO TURNS 28.19
R3-1 No Riaht Turn 28.19
R3-2 No Left Turn 28.19
R3-7 RIGHT (LEFT) LANE MUST TURN RIGHT (LEFT) 28.20, 2821
f'{18A CA) None RIGHT (LEFT\ LANE MUST EXIT 28.21
R188 CA\ None RIGHT (LEFT\ LANE FREEWAY ONLY 28.21
R12-5 Weiqht Limit 2836, 28.49
R20-1(CA) None No Trucks Variable Messaae 28.36
R20-1 A(CA\ None NEXT RIGHT Plaaue 28.36
R20A(CA) None Weiqht Limit 28.49
R5-2 No Trucks 28.36, 28.49
R20D(CA) Series None Truck Exclusion Plaaues 28.36, 28.49
R20H(CA) None Truck Lenqth Limit 28.36
R21(CA) None 8ridae Saeed and Weicht Limit 2836
R22(CA) None OK TO PARK ON 8RIDGE 28.39
R23(CA) Nane NO FISHINGIJUMPINGTFROM 8RIDGE 28.101(CA)
R24(CA) None PARK PARALLEL 28.39
R25(CA) Nane PARK OFF PAVEMENT 2839
R26(CA) None NO PARKING ANY TIME 2839
R26(S) (CA) None NO STOPPING ANY TIME 2839
R26A( CA \ None NO PARKING ANY TIME 2839
R26A(S\ ICA\ None NO STOPPING ANY TIME 2832, 28.39
Table 28-101(CA). California Regulatory Signs (Sheet 1 of 6)
Chapter 28 - RegulatoI)' Signs
Part 2 - Signs
September 26, 2006
California MUTCD
(FHW A's MUTCD 2003 Revision 1, as amended for use in California)
Page 2B-1O 1
~
California i MUTCD Title of Sign California MUTCD
Code , Code Section
R79ICA\ None AUTOS & PICKUPS SNOW TIRES OK - CARRY CHAINS 2B.39
RSO-iTCAl None 4-W DRIVE WITH SNOW TIRES OK - CARRY CHAINS 2B.39
Rs1iCA1 None Bike Lane 9B.04
RS1AR:A1 None BEGIN 98.04
RS1BICA) None END 9B.04
RS2-1ICA\ None CARPOOL LANE AHEAD MILE 2B.26
RS2AICA\ None Snecific Hours/Davs Planue 2B.32
RS2B7CA1 None Snecific Hours/Davs PlaQue 2B.26
RS4-iTCAl None END CARPOOL LANE 2B.26
RS4-2ICA\ None CAR POOL LANE ENDS MILE 2B.26
RS6ICA\ None LEFT LANE CARPOOLS ONLY Snecific Hours/Davs 2B.26
RS6-2ICAl None LEFT LANE CARPOOLS ONLY 2B.26
RS6-3I CAl None LEFT LANE CARPOOLS ONLY Snecific Hours/Davs 2B26
RS7-lICA) None CARPOOLS ONLY OR MORE PERSONS PER VEHICLE 2B26
RS7-2(CA) None Route Shield CARPOOLS ONLY - OR MORE PERSONS 2B.26
PER VEHICLE
RSS(CA) None LEFT (CENTER OR RIGHT) LANE DO NOT STOP (BUSES 2B.26
ONLY)
RS9fCA1 None 1 CAR 12 CARS) PER GREEN 2B.26
RS9-iT CAl None 1 CARI2 CARS) PER GREEN EACH LANE 2B.26
RS9-2ICA\ None 1 CAR 12 CARS) PER GREEN THIS LANE 2B.26
RS9-31 CA \ None RIGHT ILEFT) LANE THIS SIGNAL 2B26
R10-6 STOP HERE ON RED 2B.26, 2B.45
R90- iT CAl None ALL VEHICLES STOP ON RED 2B.26
R91(CA) None LEFT (RIGHT OR CENTER) CARPOOLS _ OR MORE 2B26
ONLY Snecific Hours/Davs
R91-1(CA) None LEFT (RIGHT OR CENTER) CARPOOLS _ OR MORE 2B26
ONLY WHEN METERED
R91-2(CA) None (HOV) NO TRUCKS OVER 5 TONS OR VEHICLES WITH 2B.26
TRAILERS
R91-3(CA) None LEFT (RIGHT OR CENTER) CARPOOLS _ OR MORE 2B.26
ONLY
R91BICA\ None AUTOS/PICKUPS 2 SEATERS WITH 2 PERSONS OK 2B.26
R92rCA1 None BUSES ONLY CARPOOLS OK Snecific Hours/Davs 2B.26
R93-2ICAl None CARPOOL IS OR MORE PERSONS PER VEHICLE 2B26
R93AI CA \ None VEHICLES WITH DMV CLEAN AIR DECAL OK 2B.26
R94r CA1 None Mandatorv/Ontional Caroool Movemenl Lane Control 2B26
R5-6 No Bicvcles 2B.36, 9B.OS
I~ \\ R9-3a No Pedestrian Crossin" 2B.36, 2B.44
Ie- R9-3b USE CROSSWALK 2B.44
R6-3a Divided Hiahwav Crossinam 2B.3S
R6-3 Divided Hiahwav Crossina 14-Lea\ 2B.3S
R991CAl None Disabled Parkina Onlv 2B.39
R99A(CA) R7-Sa, VAN ACCESSIBLE 2B.39, 2B.40
R7-Sb
Table 2S.101(CA). California Regulatory Signs (Sheet 4 of 6)
Chapter 28 - Regulatory Signs
Part 2 . Signs
September 26, 2006
California MUTCD
(FHWA's MUTCD 2003 Revision 1, as amended for use in California)
Page 2C-50
-+
MUTCD California Title of Sign California MUTCD
Code Code Section
S1-1 "'e3(C^) School Advance Warning 7B.07, 7B.08, 7B09,
., .. 7B.101ICA\
S3-1 SCHOOL BUS STOP AHEAD 7B.07,7B.10
S4-3 '^'eli(C^) SCHOOL Plaque 7B.07, 7B.08, 7B.09,
o. ., 7B.11
$4-5 None Reduced Soeed School Zone Ahead 7B.07,7B.12
S4-5a None Reduced Sneed School Zone Ahead 7B.07,7B.12
S5-2 END SCHOOL ZONE 7B.13
W1-1 Turn 2C.06, 2C.07, 2C.08
W1-1a Combination Turn/Advisorv Sneed 2C.07
W1-2 Curve 2C.06, 2C.07, 2C.08
W1-2a Combination Curve/Advisorv Soeed 2C.07
W1-3 Reverse Turn 2C.06, 2C.07
W1-4 Reverse Curve 2C.06, 2C.07
W1-4b None 6F.45
wt-4G None 6F.45
W1-5 Windina Road 2C.06, 2C.07
W1-6 One-Direction Larae Arrow 2C.06, 2C09, 2C.10
W1-7 Two-Direction Larae Arrow 2C.38
W1-8 " Chevron Aiiclnment 2C06,2C.10
W1-10 None Combination Horizontal Alignment/Intersection Sian 2C.06, 2C08
W1-11 None Hairoin Curve 2C06
W1-13 None Truck Rollover Warnina 2C.11
~ None Introduction, Paae 1-4
W1-15 None 270-dearee LooO 2C.06
W2-1 Cross Road 2C.08, 2C.37
W2-2 Side Road 2C.08, 2C.37
W2-3 None Side Road 2C.08, 2C.37
W2-4 T -Svmbol 2C.37
W2-5 Y -Svmbol 2C.37
W2-6 None Circular Intersection 2C.37
W3-1 Ston Ahead 2C.29
Wd4a Nane ':TOP AI-IE;AD 2C.29
W3-2 Yield Ahead 2C.29
~ None YIELD .\I-IEAD 2C.29
W3-3 "'11(C^) Signal Ahead 2C.29,4D.20,
.. ,. 4K.102ICA\
W3-3a SIGNAL AHEAD 2C.29
W3-4 BE PREPARED TO STOP 2C29,6F.29
W3-5 None $Deed Reduction 2C.30
W3-5a Nane Saeed Reduction 2C.30
W4-1 Merae 2C.31
W4-ttt None Introduction, Paae 1-4
W4-2 Lane Ends 2C.33
Table 2C.102(CA). MUTCD Warning Signs (Sheet 1 of 5)
Chapter 2C - Warning Signs
Part 2 - Signs
September 26, 2006
California MUTCD
(FHW A's MUTCD 2003 Revision I, as amended for use in California)
Figure 28.2. Unsignalizecl Pedestrian Crosswalk Signs
HE"fI.
~~
Rl.S
V
H~
5 TO
PEDESTRIANS
Rl-Sa
STATE
LAW
VI
TO
*
WITHIN
CROSSWALK
Page 28-58
R 1-6a
WITHIN
CROSSWALK
Rl-6
Figure 28-3. Speed Limit and Turn Prohibition Signs
! MINIMUM
SPEED
40
R2-4
OR
@5)
R3-1
Chapter 2B - Regulatol)' Signs
Part 2 . Signs
I NO
I TURNS
R3-2
R3-3
SPEED
LIMIT
50 OR
MINIMUM
30
@@
R3.4
R3-18
September 26, 2006
California MUTCD
(FHW A's MUTCD 2003 Revision I, as amended for use in California)
Page 2B-92
Table 28-1. Regulatory Sign Sizes (Sheet 1 of 5)
MUTCD Conventional .
Sign Code Section Road Expressway Freeway Minimum Oversized
SlOP Rt.' 28,04 750 )( 7~? ~'~? - 600 )( 600 l~X'~?O
(30 lC 30 36,36 /24 K24) 48 x4B
Yield Al-2 28,08 900 x 900 x 900 1200 lC 1200 1500)(1500 750 x 750
(36 x 36 x 36) 148 ~ ~~~ 481 xl SIlO ,750 -
(60)( 60 x 601 130 x 30 x 30\
To Oncoming Traffic R1.2a - 600 , 300 - - - -
(24 l( 12
4-Way Rl.3 26.04 300 x \~O - - - -
(12 x6
All Way Al-4 28.04 450 x l~O - - - -
(18 )(6
Yield Here 10 Peds At-S 28.11 450 x 450 - - - -
(18 x tBI
Yield Here to PedeslflClf'lS A1-5a 28,1' 450X~ - - - -
(18 l( 24
In-Street Ped CroSSing At-6,Sa 2812 ~'~ - - - -
12 X 36
Speed limit IEnglish) R2.' 28.13 ~go x 7~~ ~Xxlk~ 1200)( 1500 - -
24 x 30 (48)( 60\
Slleea lFFlI rr1e!rTs] ~ 2lHa ~~ 9~9 12'01GllllEE9
...........
~eeElLA'11 ...... ~ ~ - l::!~g I H!09
~ -.....
~peeeilmt ...... ~ ~ 9~9 1~9
Night Speed Limit R2.3 2815 600 x 600 m~~~ 1200 x 1200 - -
\Ennlishl (24 x24) 148)( 4Bl
1~~ee;lLI'f1I """"" ....... ~ g~9 12991131;;9
~
I ~i~~~u~ Speed Limit R2-4 28.16 600){ 750 9OO){ 12R~ 1~~0)( 16~ - -
En IIsh (24){ 30) (36){ 48 48 x 60
1~A'l~i:leeEl'Wl ~ ....... ~ g~Q l~gg 11eE'J
~
Combined Speed Limll R2-4a 28.16 600 x 1200 900 x 1800 1200 x 2400 - -
jEnnlish} (24 x 481 136 x 72) (48)( 961
l~e~~J1eeElLll'lt ....... ....... ~~g geS II 19&9 12991i2[E;9
- --,
Fines Higher R2.6 28,17 600 x 600 ~)(900 1200 x 1200 - -
(24)( 24) 36 x 36) (48 x 481
Turn Prohibilion R3.1.2.3.4 26.19 ~~ ~ ~~~ 900 )( 900 - - t~~~~~
18 ~36 x 361
Mandillory Movement R3-5 series 28,21 750){~? - - - -
LaneConlrol (30 x 36
Oplional Movement R3-6 2822 750){ 900 - - - -
laneConlrol (30){ 36)
Mandatory Movement R3-7 28.21 750 x 750 - - - -
lane Control (30 x 30)
Advance InlerSl'lctlon R3-a.8a,8b 28.23 variable x 750 - - - -
LaneConlrol (variable x 30)
i ;~vo-way L(!lt Tum Only R3-9a 2824 750 x ~~ - - - -
overtiead mounted} (30)( 36
Two-Way leI! Turn Only R3-9b 28.24 600 x 900 - - - 900 x 1200
(around mounted) (24){ 36) 36 X 48\
~~,;;rsible Lane Control R3.9d 26,25 2700 )( '200 - - - -
Is mbOl) (108 x 48)
ReverSible Lanen?ontrol R3-9t 28.25 750 )( 1050 - - - -
(mound mounted (30 x 42)
Advance Reversible R3-9g,9h 2825 2700 x 900 - - - -
lane Conlrol (108 x 36)
Transition S"iqnlnq
End Reverse lane R3-91 26.25 2700 x 12~~ - - - -
(108 x 48
= 7~g ~g 1~9
, = :'1::911191::9 191::Q)[ 21Q9
~ -
~
. -Includes Arterial Highway (Street) as defined in Section 1A.13.
Chapter 2B - Regulatory Signs
Part 2 . Signs
September 26, 2006
I
I
I
I
I
California MUTCD
(FHW A's MUTCD 2003 Revision I, as amended for use in California)
Page 2B-19
On a wo-way street, one sign should be used at the near right corner and one sign at the far right corner, facing
approaching traffic. On a one-way street, signs should be placed on the near left and right corners facing approaching
traffic.
Standard:
The No Right/Left Turn (R3-1/R3-2) sign shall be placed at an intersection to indicate that a right/left turn is
prohibited.
Guidance:
Turn Prohibition signs should be placed where they will be most easily seen by drivers intending to turn.
Standard:
The No Right Turn (R3-1) sign shall be placed at the near right corner of the intersection or overhead.
Option:
If signals are present, the R3-1 sign may be installed adjacent to a signal face viewed by motorists in the right lane.
Standard:
On one-way roads, the No Left Turn (R3-2) sign shall be placed at the near left corner facing traffic
approaching the intersection.
Option:
If signals are present, the R3-2 sign may be placed adjacent to a signal face viewed by motorists in the left lane.
Standard:
On two-way two lane roads (one lane each direction), the No Left Turn (R3-2) sign shall be placed on the
near right corner and far left corner facing traffic approaching the intersection,
Option:
If signals are present, the R3-2 sign may be installed adjacent to the signal face viewed by motorists.
Guidance:
On wo-way multi-lane roads, the No Left Turn (R3-2) sign should preferably be placed overhead over the left lanes,
in the median adjacent to the left lanes, or at the far left corner facing approaching traffic where they will be most easily
seen by drivers intending to turn.
Option:
When the movement restriction applies during certain time periods only, the following Turn Prohibition signing
alternatives may be used and are listed in order of preference:
A. Changeable message signs or internally illuminated signs that are lighted and made legible only during the
restricted hours.
B. A supplemental plate stating the applicable hours and days prohibited, mounted below the sign. The No
Left Turn Specific Hours (R33(CA) and R33A(CA)) signs (see Figure 2B-3(CA)) may be used if left turns
are prohibited during certain time periods.
_ Standard:
J The No U-Turn (R3-4) sign shall be used where U turns are prohibited except when Intersection Lane
"-Control signs (R73(CA) Series) signs are used at signalized intersections with separate left turn phases.
The No U-Turn/No Left Turn (R3-18) sign shall be used where both, left turns and U turns are prohibited.
Guidance:
The appropriate R3-4 or R3-18 sign should be placed as follows:
A. On undivided roads without traffic signals, place on the near right and far left corners of the intersection.
B. On undivided roads with traffic signals, place on the far right and far left corners of the intersection, or on
the signal mast arm.
C. On divided roads at both signalized and unsignalized intersections, place in the median on the near and far
side of the intersection. and on the signal mast arm at signalized intersections.
Chapter 2B - Regulatory Signs
Part 2 . Signs
September 26, 2006
Page 28-81
California MUTCD
(FHWA's MUTCD 2003 Revision I, as amended for use in California)
Figure 28-19. Traffic Signal Signs
LEn ON STOP
HERE ON
GREEN RED
ARROW It"
ONLY
Rl0.5 Rl0-6
i USE
,
LANE
WITH
GREEN
ARROW
DO NOT
BLOCK
INTERSECTION
Rl0.7
R1O.8
Rl0.68
NO
TURN
ON RED
.
LEFT
TURN
SIGNAL
Rl0.llb
Rl0.ll
R1O.118
Rl0.l0
TURNING
TRAFFIC
MUST
YIELD TO
PEDESTRIANS
LEFT TURN
YIELD
ON GREEN
.
EMERGENCY
SIGNAL
R1O-l5
Rl0.16
Rl0-13
Rl0.12
LEfT TURN
SIGNAL
YIELD
ON GREEN
.
MON-FRI
7-9 AM OR SUNDAY
4-7 PM 7-11 AM
Rl0-17a
Rl0-20a
Rl0-2l
Chapter 2B - Regulatory Signs
Part 2 - Signs
September 26, 2006
California MUTCD
(FHWA's MUTCD 2003 Revision I, as amended for use in California)
Page 28-95
Table 28-1. Regulatory Sign Sizes (Sheet 4 of 5)
Sign MUTCD Section Conventional Expre'lisway Freeway Minimum Oversized
Code Road
Sidewalk Closed. Use R9.10 6F.t3 '~ooX~~ - - - -
Other Side 48 x 24
Sidewalk Closed Ahead. Ag.11 6F.13 '~.i"X~ - - - - .
Cross Here 48 x 36
Sidewalk Closed. R9-11a 6F.13 1200 x 64~ - - - -
Cross Here (48 x 24
Cross On Green R1Q-' 28.45 300 x 4~~ - - - -
Linht Onlv (12 x 18
Pedestnan Tralfie Signal A1Q-2. 28.45 225 x 300 - - - -
Signs 2a,3,3a.3b, (9 x 12)
3c.3dAAaAb
Countdown Pedestnan A10-.)e 28.45 2~5 x 3!-5 - - - -
Sian 9 x 15
Left on Green Arrow Only R1O-S 28.45 600 x 7~? - - - 'i~Xl:>
(24 x 30 48 x 60
Slop Here on Red AlO.6 28.45 600 x 9~~ - - - -
{24 x 36
€t9~ Pler9 91'1 nr;l9 "-- ~ ligg K 7!i9
Do Not Block Intersection R1D-] 28.45 600 x 7~? - - - -
(24 x 30
Use Lane with Green R1Q-S 28.45 600 x 7~~ 9~ Xl o>~o - - 1500 x 1800
Arrow 124 x 30 36 x 42 160 x 72'
Lell (RighI) Turn Signal Al0-10 28.45 600 x 7~? - - - -
(24 x 30
No Turn on Red RlO-11.-++a 28,45 600 x 750 - - - 1200 x 1~~O
(24 x 3Dl (48 x 48
tIs H::IfF1 SA nee RW+H> 2&45 6:99 l! 6:99 769 It 7b9
Left Turn Yield on Green R1Q-12 28.45 600 x 750 - - - -
(24 x 30)
Emergency Signal R10.13 28.45 900 x 6~? - - - -
(36 x 24
Turning Traffic Must RlO.15 28.45 750 x 9~? - - - -
Yield To Pedestrians '30 x 36
'_' Tl;lfR Yielelte nl!}RtT-lJm RW46 2&45 ~
ni!JRISR neE! ~rF3 ""'-+7a - 7;;9 II ggg
Traffic Laws A10-1S 28.46 900 x 450 1200x7n~ 1600 x 900 - -
Photo Enlorced (36 x 181' (48 x 30 (72 x 36)
Photo Enlorced R10-19 28.46 600 x 450 900 x 7~? 1200 x 900 - -
(24 x 18) (36 x 30 /48 x 36)
MON-FRI (and limes) R10-20a 28.45 600 x 600 - - - -
(31lnesl '24 x 24'
SUNDAY (and times) R10-20a 28.45 600 x 450 - - - -
12 lines) (24 x 18)
Left Turn Signal- R1O.21 28.45 750 x 9~~ - - - -
Yield on Green (30 x 36
8ike Aclualion R1O.22 98.12 300 x 450 - - - -
(12 x 18)
~
. -Includes Arterial Highway (Street) as defined in Section 1A13.
Chapter 2B - Regulatory Signs
Part 2 . Signs
September 26, 2006
I
I
I
I
7'
California MUTCD
(FHWA's MUTCD 2003 Revision I, as amended for use in California)
Page 2B-47
Guidance:
The R9-3b sign should not be installed in combination with educational plaques.
Support:
Refer to CVC 21106.
I
Section 2B.45 Traffic Sil!nal Sil!ns (RI0-l throul!h RI0-21)
Option:
To supplement traffic signal control, Traffic Signal signs RIO-I through RIO-21 may be used to regulate
road users.
Guidance:
When used, Traffic Signal signs should be located adjacent to the signal face to which they apply.
Standard:
Traffic Signal signs applicable to pedestrian actuation (see Figure 2B-18) shall be mounted
immediately above or incorporated in pedestrian pushbutton units (see Section 4E.08).
Support:
Traffic Signal signs applicable to pedestrians include:
A. CROSS ON GREEN LIGHT ONL Y (RIO-I);
B. CROSS ON WALK SIGNAL ONL Y (RIO-2);
C. PUSH BUTTON FOR GREEN LIGHT (RIO-3); and
D. PUSH BUTTON FOR WALK SIGNAL (RIO-4).
Option:
The following signs may be used as an alternate for the RIO-3 and RIO-4 signs:
A. TO CROSS STREET (arrow). PUSH BUTTON WAIT FOR GREEN LIGHT (RIO-3a); and
B. TO CROSS STREET (arrow). PUSH BUTTON WAIT FOR WALK SIGNAL (RIO-4a).
The symbol sign R I 0-2a may be used as an alternate to sign R I 0-2. Where symbol-type pedestrian signal
indications are used, an educational sign (RI0-3b) may be used to improve pedestrian understanding of
pedestrian indications at signalized intersections. Where word-type pedestrian signal indications are being
retained for the remainder of their useful service life, the legends W ALKlDONT WALK may be substituted
for the symbols on the educational sign RI0-3b, thus creating sign RIO-3c. The RIO-3d sign may be used if
the pedestrian clearance time is sufficient only for the pedestrian to cross to the median. The diagrammatic
sign R I 0-4b may also be used as an alternate to sign R I 0-4. At intersections where pedestrians cross in two
stages using a median refuge island, the word message "CROSS TO MEDIAN" may be placed on the near
comer of the refuge island along with the educational plaque.
Traffic Signal signs (see Figure 2B-19) may be installed at certain locations to clarity signal control.
Among the legends for this purpose are LEFT ON GREEN ARROW ONL Y (RI0-5), STOP HERE ON
RED (RIO-6 8r RIg 6a) for observance of stop lines, DO NOT BLOCK INTERSECTION (RIO-7) for
avoidance of traffic obstructions, USE LANE(S) WITH GREEN ARROW (RIO-8) for obedience to Lane
Control signals, LEFT TURN YIELD ON GREEN (symbolic green ball) (RI 0-12), and LEFT TURN
SIGNAL YIELD ON GREEN (symbolic green ball) (RI 0-21) (see Section 40.06).
Where practical, an additional LEFT TURN YIELD ON GREEN (symbolic green ball) (R10-12) sign ((i.e., in addition
to the R10-12 sign adjacent to the signal face) along with an AT SIGNAL (R73-9(CA)) supplemental plaque may be used
on the approach to the signalized intersection.
Guidance:
If used, the location of this additional R10-12 sign should be in the raised median at the beginning of the left-turn
lane, or be based upon Table 2C-4, or as per engineering judgment.
In situations where traffic control signals are coordinated for progressive timing, the Traffic Signal
Speed (11-1) sign may be used (see Section 20.47).
Standard:
'file NO TUR."I ON RED (RIO 11a, RIO 111l) SigH A symbolic NO TURN ON RED (R10-11) or No Righi I
Turn on Red (R13A(CA)) or No Left Turn on Red (R13B(CA)) signs (see Figure 2B-19 and 2B.19(CA)) shall be
used to prohibit a right turn on red (or a left turn on red from a one-way street to a one-way street).
Chapter 28 - Regulatory Signs
Part 2 . Signs
September 26, 2006
California MUTCD
(FHWA's MUTCD 2003 Revision 1, as amended for use in California)
Page 9C-18
Figure 9C-102 (CA). Examples of Bicycle Lane Treatment
Where Vehicle Parking is Prohibited/Permitted
WHERE VEHICLE PARKING IS PROHIBITED
Centertine or Lane Un
(I
(B)
BIKE
LANE
R7-9a
30 m (100 Il) 10 60 m (200 Il)
See Figure 9C.l0l (CA)
~.;;~"C;k;~i~~~~'iIX;:,,: '~.-:.
I~ji~~?;!~~!.~f:'~~"~;'
-'" :'-'" ~---:7'7'!j:J"""": ''f
""~,'-"
1.2 m (4 Il) Minimum
Wilhout Gutter
1.5 m (5 Il) Minimum
With Gutter
R26 (CA)
011.1
.J
=
M7.1
.
WHERE VEHICLE PARKING IS PERMITTED
Curb or Edge of Pavement
100 mm (4 in) White Markings (Optional)
I RBI (CA)
WITHOUT PARKING STALLS
-
011.1 & M7.1 100 mm (4 in) White Markings
WITH PARKING STALLS
NOT TO SCALE
NOTE 1: 3.3m 111 It) Minimum for Rolled Curb
3.6m 12 It) Minimum for Vertical Curb
Chapter 9C - Markings
Part 9 - Traffic Controls for Bicycle Facilities
September 26, 2006
California MUTCD Page 28-77
(FHWA's MUTCD 2003 Revision 1, as amended for use in California)
Figure 28-16 (CA), California No Parking Signs
OK PARK I
TO STOPPING
PARK PARAllil PARK OFF ANY
ON BRIDGE PAVEMENT liNE
R22 (GA) R24 (GA) R25 (GA) R26(S) (GA)
NO NO I NO I
PARKING STOPPING PARKING PARKING STOPPI NG
ANY ANY HERE 10 HERE TO fiRE
TIME TIME CORNER CORNER LANE
R26A (GA) R26A(S) (GA) R26B (GA) R26G (GA) R26F (GA)
NO I NO I I
PARKING PARKING PARKI N G STOPPI NG
PARKING ON ON ANY TI ME ANY TIME
ANY liME BRIDGE BRIDGE ~ ~
R26J (GA) R27 (GA) R27A(GA) R28 (GA) R28(S) (GA)
NO NO I I
PARKING STOPPING PARKING PARKING
VEHICLES
ANY TIME ANY TIM E OVER _ fT l' 9 AM
I I HIGH 4 6 PM
--+
R28A (GA) R28A(S) (GA) R28B (GA) R29 (GA) R30 (GA)
I I STOPllNG 30
PARKING 17 9 AM MINUTE
4 6 PM PARKING
lAM 6PM D-HOU~
+-+ . AlRKING lAM' 6PM
9~,M 4PM
R30A (GA) R31 (GA) R31(S) (GA) R32 (GA) R32A (GA)
P:RKING! I STOII'ING
"'. ' 7 9 AM
fIiWui' i 4 .6!"M
IPARKING Iil\RKIKG ~
PARKINGI
17~~ 6'~ 9Ar.4 4PM 9AM 4PM!
R32B (GA) R37 (CA) R38 (CA) R38(S) (GA)
Chapter 28 - Regulatory Signs September 26, 2006
Part 2 ~ Signs
California MUTCD
(FHWA's MUTCD 2003 Revision 1, as amended for use in California)
Page 2B-94
Table 28-1. Regulator}' Sign Sizes (Sheet 3 of 5)
Sign MUTCD Section Conventional Expressway Freeway Minimum Oversized
Code Road .
No Parking R7.1,2.2a,3. 2839 300 X 4511 - - - -
4.5.6.7.8. (12 x 18:
107.108
Van Accessible R7.8a.8b 2B.40 4~X2~!i - - ~10x~~ -
18 x 9 12 x 6
No Parking. Bike lane A7.9.9a 9B.09 300 x 4511 - - - -
112 x 181
No Parking A7.107a 28.39 300 x 7~1 - - - -
with IransilloQol (12 x 30
No Parking I Reslricted A7-200 28.40 600 x 45(1 - - - -
Parking tcombined sign) (24 x 18)
~~X75C1
12 x 30\
Tow Away Zone R7'201.201 28.40 300 x 15(1 - - - -
{t2 x 61
ThiS Side of Sign A7-202 28.39 3~X15(1 - - - -
12 x 6\
No Parking on Pavemenl RS.l 28.39 600 x 7~~ 900 x 1200 1200 x 1500 - -
(24)( 30 -(-36)( 48> (48 x 60)
No Parking Except on AB.2 28.39 ~goX7~ ~X1200 1~~Xl~ - -
Shoulder 24 x 30 36 x 48) 48 x 60
No ParkIng RB-3 28.39 600 )( 7~ 900 )( 900 1~~)(1~~ ;~o )( 600 -
124)( 30 (36)( 36\ 48)( 48 18)( 24}
No ParkIng (symbol) R8-3a 28.39 600 )( 600 900 )( 900 1200)( l~~ 300 )( 3~~ -
(24)( 24\ (36)( 36} (48)( 48 (12)(12
Emergency Parking Only R8-4 28.42 750 )( 600 750 )(6~~ 1200X~ - -
130)( 24\ 130 x 24 148 x 36
No Slopping on Pavement RS-5 28.39 600 )( 7~~ 900 x 1200 1200 x 1500 - -
(24)( 30 (36)( 48) (48 x 60)
No Slopping Except on A8-6 2839 600)( 73~ 900 x 1200 1200 x 19~0 - -
Shoulder 124 x 30 -(-36 x 48) (48 x 60
Emergency Stoppmg Only RS.7 28.42 750 x 600 '~OO x 900 - - -
(30)( 24\ 48 x 36)
Do Not Stop on Tracks RS-S 28.42 600 x 750 900 x 1200 - - -
(24 x 30) (36 x 48)
Tracks Out 0' Service R8.9 88.09 600 x 600 900 )( 900 - ;~O)( 450 -
(24X241 (36 x 361 18xl8)
Slep Here W~len Flashing R8.10 8B.l0 600X~ - - ~~o x 750 -
(24 x 36 24 x 30)
WalK on Lelt Facing Trallic R9.1 2B43 450 x 600 - - - -
(18 x 241
Cross Only at Crosswalks R9-2 2B.44 300 x 4~~ - - - -
(12)( 18
No Pedestrian Crossmg A9-3 28.44- 300 x 450 - - - -
112 x 18)
No Pedestrian Crossing A9-3a 2844 450 x 450 600)( 600 750 x 7~? - -
svmboll (18 x 18 (24)( 24) no x 30
Use Crosswalk R9-3b 28.44 450 x 300 - - - -
(18 x 12\
No HllCh HiKing A9.4 2B.43 450 x 600 - - ;~o x 450 -
(18 x 24\ 18 x 18)
Hitch Hiking Prohibition R9.4a 28.43 450)( 450 - - - -
(svmbol) (18 x 18)
81cyclists (symboll A9-S 9810 300 x 4~~ - - - -
Use Ped Slanal (12 x 18
BlcyclislS (symbol) A9-G 98.10 300)( 450 - - - -
Yield 10 Peds (12 x 18)
Keep LeftiRit' to R9.7 98-1' 300 x 450 - - - -
Pedestrians Bicyclists (12 x 18)
(symbols) - Travel.path
Restriction
Pedestrian Crosswalk R9-8 6F.12 ~~)(4~ - - - -
36 x 18
Sidewalk Closed A9-9 6F.13 750 x 450 - - - -
(30 x 181
. - Includes Arterial Highway (Street) as defined in Section 1A.13.
I
Chapter 28 - Regulatory. Signs
Part 2 - Signs
September 26, 2006
California MUTCD
(FHWA's MUTCD 2003 Revision I, as amended for use in California)
Page 2B-42
Standard:
Before time limit parking regulations are approved in rural areas, assurance shall be obtained from the
enforcement agency that the regulation will be enforced.
SiQns
Guidance:
The PARK PARALLEL (R24(CA)) sign should only be used where diagonal parking is prevalent, in violation of CVC
22502.
Option:
The OK TO PARK ON BRIDGE (R22(CA)) sign may be used to inform motorists that parking is permitted on a
bridge. Refer to CVC 22500(k).
The PARK OFF PAVEMENT (R25(CA)) sign may be used where it is likely that vehicles may stop on the traveled
way and interfere with through traffic. It may also be used as a temporary sign in snow areas where parking is permitted.
~ The NO PARKING ANY TIME with arrow (R28(CA)) or without arrow (R26(CA)) signs may be used to inform
motorists of a parking prohibition at a specific location. The NO PARKING ANY TIME with arrow (R28A(CA)) or without
arrow (R26A(CA)) signs may be used where a larger size is desirable.
CVC Section 21718 prohibits the stopping, parking or leaving of any vehicle upon a freeway. Large NO PARKING
ANY TIME (R26(CA)) or EMERGENCY PARKING ONLY (R8-4) signs may be installed on freeways which have full
control of access and no crossing at grade to inform traffic that stopping, parking or leaving of any vehicle upon a
freeway is prohibited.
The TOW-AWAY NO PARKING ANY TIME (R26J(CA)) sign may be used to inform motorists of a parking
prohibition and tow-away zone at a speCific location.
The NO PARKING HERE TO CORNER (R26B(CA)) sign may be used to prohibit parking at a specific location. The
NO PARKING HERE TO CORNER (R26C(CA)) sign may be used where a larger size is desirable.
The No Parking (R8-3a) sign may be used to inform motorists of a parking prohibition at a specific location. The No
Parking plaques (R26E(CA)) may be placed below the R8-3a sign to indicate specific parking exceptions or restrictions
such as EXCEPT SUNDAYS AND HOLIDAYS, 6 AM - 6 PM I MON - FRI, ON BRIDGE, ON PAVEMENT, EXCEPT ON
SHOULDERS, 6 AM - 6 PM w/Arrow, HERE TO CORNER, LOADING ZONE w/Arrow and TOW - AWAY ZONE.
The NO STOPPING FIRE LANE (R26F(CA)) sign may be used to inform motorists of a designated fire lane. Refer
to CVC 22500.1.
Standard:
The NO STOPPING ANY TIME (R26(S)(CA)) sign shall be used to inform motorists of a No Stopping Zone at
a specific location.
Option:
The NO STOPPING ANY TIME (R26A(S) (CA)) sign may be used where a larger size is desirable.
The NO PARKING ON BRIDGE (R27(CA)) sign may be used only where parking is prevalent in violation of CVC
22500(k). The NO PARKING ON BRIDGE (R27A(CA)) sign may be used where a larger size is desirable.
The NO STOPPING ANY TIME with arrow (R28(S)(CA)) sign may be used to inform motorists of no stopping zones.
Use only where the beginning and ending points of the prohibition are not otherwise indicated. The NO STOPPING ANY
TIME with arrow (R28A(S)(CA)) sign may be used where a larger size is desirable.
Standard:
The NO PARKING VEHICLES OVER 6 FT HIGH (R28B(CA)) sign shall be used to inform motorists of a
parking prohibition, which applies only to vehicles greater than 1.8 m (6 It) in height.
Option:
The R28B(CA) sign may be installed within 30 m (100 Ii) of an intersection to improve the visibility of the motorists in
accordance with CVC 22507.
Standard:
The No Stopping/No Parking Specific Hours (R29(CA)) sign shall be used to inform motorists of a stopping
and parking prohibition during certain hours at a specific location.
Chapter 2B - RegulatoI} Signs
Part 2 - Signs
September 26, 2006
California MUTCD
(FHW A's MUTCD 2003 Revision I, as amended for use in California)
Page 98-9
Figure 9B-2 (CA), California Regulatory Signs for Bicycle Facilities
NO
MOTOR
VEHICLES
OR
MOTORIZED
BICYCLES
-
BICYCLES
MOTOR-DRIVEN
CYCLES
, MUST 1
! EXIT
,00'
! BIKE PATH
BICYCLES ~
PUSH BUTTON
MUST 1 FOR
GREEN LIGHT
EXIT .
R44C (CA) R62C (CA)
R44A (CA)
R44B (CA)
~
BIKE LANE
[BEGIN I
END
R8i (CA)
R8iA (CA)
R8i B (CA)
{This space left intentionally blank}
Chapter 98 - Signs
Part 9 - Traffic Controls for Bicycle Facilities
September 26, 2006
California MUTCD
(FHW A's MUTCD 2003 Revision 1, as amended for use in California)
Page 9B-18
Table 9B-1(CA). California Minimum Sign Sizes for Bicycle Facilities
?
Minimum Sign Size (in)
Sign California
Code Shared.Use
Path Roadway
Bike Path Exclusion R44A(CA) --- (12 x 24)
BICYCLES MOTOR-DRIVEN R44B(CA) (30 x 36)
CYCLES MUST EXIT ---
BICYCLES MUST EXIT R44C(CA) --- (30 x 30)
Bike/Push Button for Green Light R62C(CA) --- (5 x 7.5)
Bike Lane R81(CA) --- (12 x 8)
BEGIN R81A(CA) --- (12 x 5)
END R81B(CA) --- (8 x5)
Bicycle Route Number Marker SG45(CA) m (12 x 18)
Bicycle Route Name Marker S17(CA) --- (24 x 6)
(This space left intentionally blank)
Chapter 98 - Signs
Part 9 - Traffic Controls for Bicycle Facilities
September 26, 2006
California MUTCD
(FHWA's MUTCD 2003 Revision 1, as amended for use in California)
Page 9B-2
Guidance:
Where conditions require path users, but not roadway users, to stop or yield, the STOP sign or YIELD
sign should be placed or shielded so that it is not readily visible to road users.
When placement of STOP or YIELD signs is considered, priority at a shared-use path/roadway
intersection should be assigned with consideration of the following:
A. Relative speeds of shared-use path and roadway users;
B. Relative volumes of shared-use path and roadway traffic; and
C. Relative importance of shared-use path and roadway.
Speed should not be the sole factor used to determine priority, as it is sometimes appropriate to give
priority to a high-volume shared-use path crossing a low-volume street. or to a regional shared-use path
crossing a minor collector street.
When priority is assigned, the least restrictive control that is appropriate should be placed on the lower
priority approaches. STOP signs should not be used where YIELD signs would be acceptable.
Section 9B.04 Bicvcle Lane Sil!ns (RJ-17, RJ-17a. RJ-17b)
Standard:
The BIKE LANE (R3 17) sign (see Figure 9B 2) shall be usell only in eonjunetion with marl<<d
bieyele lanes as deseribed in Seetion 9C.1I1, and shall be "Iaeed at "criodie inten'als along the bieyele
kHtes.
Coidanee:
The BIKE LA~lg (R3 17) sign s"adng should be aeterminea by engineeringjoagment basea on
"revailing s"eea sf bieyele ana other traffie, block length, aistanees from adjacent inteFoectians, ana ather
eeflsiaeratieAS.
The .\HH.\D CR3 17&) sign (see Figore 9B 2) ghoola be mountea aircetly below a flJ 17 sign in advaIlce
of tRe beginRing of a markea bicycle lane.
The ENDS CRJ 17b) sign Csee Figore 98 2) shoola be mountea aireetly belo'l, a RJ 17 sign at the ena of
a markea bicycle lane.
Standard:
..:!!a The Bike Lane (R81 (CA)) sign shall be placed at the beginning of each designated Bike Lane and along each
- -----;iI"'" Bike Lane at all major changes in direction, The R81(CA) sign shall be used to regulate bicycle and motor
vehicle traffic, in accordance with CVC Sections 21207, 21207.5, 21208, 21209 and 21717.
Guidance:
The Bike Lane (R81(CA)) sign should be placed at every arterial street and at 800 m (1/2 mil intervals of each
designated Bike lane.
Option:
The BEGIN (R81A(CA)) and END (R81B(CA)) signs may be used below the R81 (CA) sign to mark the beginning or
end of a bike lane.
Support:
The R81(CA). R81A(CA) and R81B(CA) signs are shown in Figure 9B-2(CA).
Section 9B.05 BEGIN RIGHT TURN LANE YIELD TO BIKES Sil!n (R4-4)
Option:
Where motor vehicles entering an exclusive right-turn lane must weave across bicycle traffic in bicycle
lanes, the BEGIN RIGHT TURN LANE YIELD TO BIKES (R4-4) sign (see Figure 9B-2) may be used to
inform both the motorist and the bicyclist of this weaving maneuver.
Guidance:
The R4-4 sign should not be used when bicyclists need to move left because of a right-turn lane drop
situation.
Chapter 98 - Signs
Part 9 - Trame Controls for Bicycle Facilities
September 26, 2006
California MUTCD
(FHW A's MUTCD 2003 Revision 1, as amended for use in California)
Page 2C - 30
Figure 2C-4. Roadway Condition and Advance
Traffic Control Signs
W3.1'
W8.1
W8.5
W8.9a
W3.2.
W8.2
W8.?
W8-12
W8.3
W8.8
W8.13
W3.4
W8.4
W8.9
W1?-1
'An optional word message sign is shown in the "Standard Highway Signs" book.
Chapter 2C ~ Warning Signs
Part 2 - Signs
September 26, 2006
California MUTCD
(FHWA's MUTCD 2003 Revision I, as amended for use in California)
Page 2C-1I
Option:
The black on orange background LOW SHOULDER (W8-9) sign may be used on State highways to warn of a
shoulder condition where there is an elevation difference of less than 75 mm (3 in) between the shoulder and the travel
lane. See Section 6F.42.
Section 2C.27 Sliooery When Wet Sil!n (W8-S)
Option:
The Slippery When Wet (W8-5) sign (see Figure 2C-4) may be used to warn that a slippery condition
might exist.
Guidance:
When used, a Slippery When Wet sign should be placed in advance of the beginning of the affected
section (see Table 2C-4), and additional signs should be placed at appropriate intervals along the road where
the condition exists.
Option:
The WATCH FOR SNOW SLIPPERY (SW46(CA)) sign may be used to warn road users of conditions where snow
may be on the roadway surface, but chains are not yet required. The SW46(CA) sign may be placed in advance of areas
where such conditions may exist, and intermittently as needed where such conditions may exist for long sections of
highways.
The SW46(CA) sign may be displayed when weather conditions are such that it would be reasonable to assume that
snow on the roadway would be a possibility.
Guidance:
The SW46(CA) sign should be removed when such conditions are no longer present.
Support:
See Figure 2C-4(CA) for the SW46(CA) sign.
Section 2C.28 BRIDGE ICES BEFORE ROAD Sil!n (W8-13)
Option:
A BRIDGE ICES BEFORE ROAD (W8-13) sign (see Figure 2CA) may be used in advance of bridges
to advise bridge users of winter weather conditions.
The BRIDGE ICES BEFORE ROAD sign may be removed or covered during seasons of the year when
its message is not relevant.
The ICY (W43(CA)) sign (see Figure 2C-4(CA)) may be used in advance of locations where an icy condition
requires extra caution.
Guidance:
The W43(CA) sign should be used on mountain roads, which may be continuously in the shade and where ice forms
during the greater part of the winter. This sign should be covered or removed at the end of the winter season or when the
icy condition no longer exists. The sign should be located in advance of the beginning of the icy sections.
Section 2C.29 Advance Traffic Control Si ns
Standard:
The Advance Traffic Control symbol signs (see Fignre 2C-4) include the Stop Ahead (W3-1), Yield
Ahead (W3-2), and Signal Ahead (W3-3) signs. These signs shall be installed on an approach to a
primary traffic control device that is not visible for a sufficient distance to permit tbe road user to
respond to the device (see Table 2C-4). The visibility criteria for a traffic control signal shall be based
on having a continuous view of at least two signal faces for the distance specified in Table 4D-1.
Support:
Permanent obstructions causing the limited visibility might include roadway alignment or structures.
Intermittent obstructions might include foliage or parked vehicles.
Guidance:
Where intermittent obstructions occur, engineering judgment should determine the treatment to be
implemented.
Chapter 2C ~ Waming Signs
Part 2 - Signs
September 26, 2006
California MUTCD
(FHWA's MUTCD 2003 Revision 1, as amended for use in California)
Page 2C-4l
Table 2C-2. Warning Sign Sizes
Description Conventional Express- Freeway Minimum Oversized
Shape Sign Series Road way *
W1, W2, W7, 750 x 750 900 x 900 1200 x 1200 600 x 60(
W8, W9, W11, (30 x 30) (36 x 36) (48 x 48) (24 x 24) -
W14,W15-1,
Diamond W17-1
W1 Combination. 900 x 900 1200 x 1200 x 750 x 750
W3, W4, W5, (36 x 36) 1200 1200 (30 x 30) -
W6, W8-3, (48 x 48) (48 x 48)
W10,W12
W1 - Arrows 1200 x 600 900 x 450 1500x750
(48 x 24) - - (36 x 18) (60 x 30)
W1 - Chevron 450 x 600 750 x 900 900 x1200 300 x 450
(30 x 36) (12 x 18) -
(18 x 24) (36 x 48)
Rectangular W7-4 1950 x 1200 1950 x 1200 1950 x 1200
- -
(78 x 48) (78 x 48) (78 x 48)
W7-4b,4c 1950 x 1500 1950 x 1500 1950 x 1500
(78 x 60) - -
(78 x 60) (78 x 60)
W10-9,10 600 x 450
- - - -
(24 x 18)
W12-2p 2100 x 600 21oox600 2100 x 600 -
-
(84 x 24) (84 x 24) (84 x 24)
W13-2, 3, 5, 600 x 750 900x1200 1200 x 600 x 750 1200 x
~ (24 x 30) (36 x 48) 1500 (24 x 30) 1500
(48 x 60) (48 x 60)
W14-3 900 x 1200 750 x 1000 1200x1600
x 1200 - - x 1000 x 1600
Pennant (36 x 48 x (30 x 40 x (48 x 64 x
48) 40) 64)
Circular W10-1 900 (36) 1200 (48) 750 (30) 1200 (48)
-
Dia. Dia. Dia. Dia.
I
Notes: 1. Larger signs may be used when appropriate
2. Dimensions are shown in millimeters followed by inches in parentheses and are
shown as width x height
. -Includes Arterial Highway (Street) as defined in Section 1A13.
I
Chapter 2C - Warning Signs
Part 2 - Signs
September 26, 2006
California MUTCD
(FHW A's MUTCD 2003 Revision I, as amended for use in California)
Page 2C -44
Table 2C-4. Guidelines for Advance Placement of Warning Signs
(English Units)
Advance Placement Distance 1
Posted or Condition A: Condition B: Deceleration to the listed advisory
85th- Speed reduc- speed (mph) for the condition'
Percentile tion and lane
Speed changing in
heavy traffic' 0' 10 20 30 40 50 60 70
20 mph 225 It N/A' N/A' - - - - - -
25 mph 325 ft NIA' N/A N/A - - - - -
30 mph 450 It N/A' N/A: N/A: - - - - -
35 mph 550 ft N/A' N/A' N/A' N/A' - - - -
40 mph 650 It 125 ft N/A' N/A' N/A: - - - -
45 mph 750 It 175 ft 125 ft N/A' N/A' N/A' - - -
50 mph 850 ft 250 ft 200 ft 150 ft 100 It N/A' - - -
55 mph 950 ft 325 ft 275 ft 225 ft 175 ft 100 ft N/A: - -
60 mph 1100 ft 400 ft 350 ft 300 ft 250 ft 175 ft N/A' - -
65 mph 1200 ft 475 It 425 ft 400 ft 350 ft 275 ft 175 ft N/A' -
70 mph 1250 ft 550 ft 525 ft 500 ft 425 ft 350 ft 250 ft 150ft -
75 mph 1350 ft 650 ft 625 ft 600 ft 525ft 450 ft 350 It 250ft 100ft
Notes:
, The distances are adjusted for a sign legibility distance of 175 ft lor Condition A The distances for
Condition B have been adjusted for a sign legibility distance 01 250 ft. which is appropriate lor an align-
ment warning symbol sign.
Typical conditions are locations where the road user must use extra time to adjust speed and change
lanes in heavy traffic because of a complex driving situation. Typical signs are Merge and Right Lane
Ends. The distances are determined by providing the driver a PIEV time of 14.0 to 14.5 seconds lor vehi-
cle maneuvers (2001 AASHTO Policy. Exhibit 3-3. Decision Sight Distance. Avoidance Maneuver E)
minus the legibility distance of 175 It for the appropriate sign.
. Typical condition is the warning 01 a potential stop situation. Typical signs are Stop Ahead. Yield Ahead.
Signal Ahead. and Intersection Warning signs. The distances are based on the 2001 AASHTO Policy.
Stopping Sight Distance. Exhibit 3-1. providing a PIEV time 01 2.5 seconds. a deceleration rate 0111.2
lVsecond'. minus the sign legibility distance 01 175 ft.
. Typical conditions are locations where the road user must decrease speed to maneuver through the
warned condition. Typical signs are Turn. Curve. Reverse Turn. or Reverse Curve. The distance is deter-
mined by providing a 2.5 second PIEV time. a vehicle deceleration rate 01 10 ltisecond. minus the sign
legibility distance 01 250 It.
, No suggested distances are provided lor these speeds. as the placement local ion is dependent on site
conditions and other signing to provide an adequate advance warning lor the driver.
Chapter 2C - Warning Signs September 26, 2006
Part 2 . Signs
.
.
PROJECT LOCATION
SURVEY DOCUMENTS
City of San Bernardino, California
Development SelVices Depart/ Public Works, Division
TRAFFIC SIGNAL PLAN
AT
LITTLE MOUNTAIN DRIVE
&
NORTHPARK BOULEVARD
THOMAS BROS:
PAGE 546-E5
PROJECT
LOCATION
,jo(o;>
~
VICINITY MAP
N. T.S.
99
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P_ge 2 of 2
ENCR.4.01 (9-961
NOTICE: Filing this Corner Record does not relieve you of filing 8 Record of Survey when ir is req~eddY ~e Lent~useb's' Act.
CORNER RECORD 9 9 0 6 5 9 Document Number I
City of c;{U)) RF.RnJf.1RD/())O
Brief Legal Description SEC.. rz rWF 1111. R6E 4 W.
lInclude: Sec.. Twp.. Age.. and Meridian or Ranchol
County of SAIV SER.AJflRDlflJCJ
SI1IlJ BERII//lRD//lJ./J fllE/!/O//M/
. California
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I
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CORNER TYPE
COORDINA TES
(Oprlone/}
o Government Corner
o Meander
o Rancho
(;;Y"Date of Survey
o Control
g",Property
!.1 Other
JVL Y 2ZJ 1'3 5<3
N.
E.
Zone Datum
Elev.
Corner -
~ Left as found
o Found and tagged
o Established
181 Reestablished
o Rebuilt
Identification and type of corner found: Evidence used to identify or procedure used to establish or reest 'Iish the corner:
SEE D THER. 5/Dl:
A description of the physical condition of the monument as found and as set or reset:
5E€ DTHER... SIDE
Land Surveyors' Act on Ju L Y 2. (,
c)9
AT lIXVCY PAITTY,"If'/!P Ie
crry a..c'S4N Bitt/tAl.q/lOlAJ01 cllJ
L.S.
,lsll.
. Number 527 4
-5EAl-- "'""-.
..... ., , "'
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SURVEYOR'S STATEMENT
This Corner Record was prepared by me or under my direction in conformance with the
COUNTY SURVEYOR'S STATEMENT
and filed
JUL 2 8 1999
8 :30. lS-2L.
19_. and examined
.',
"
This Corner Record was received
Signed
!' r- ~"'I ~ 1'("\)
! ii !"'l-l! I
Cr.",,_.\. ~:.i':'\;EYOR
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County Surveyor's Comment
r
A.P.N.
{QO!lpnal; For furure inde"ing'
Pag. 1 of 2
SURVEY MONUMENT PRESERVATION GUIDELINES
CALIFORNIA LAND SUR VEYORS ASSOCIA TION
& CONSULTING ENGINEERS AND LAND SURVEYORS OF CALIFORNIA
Joint Professional Practice Committee - Riverside/San Bernardino and Desert Chapters
( In Cooperation with the Riverside & San Bernardino County Surveyors Office)
PREFACE:
The preceding public survey documents are provided from a search of records on file in the
City of San Bernardino, Office of the City Engineer.
All work is to be performed by a person or under the supervision of a person authorized to practice
Land Surveying (refer to Sub-section 6-1.10 "SURVEYING SERVICE" of these Special Provisions).
The following regarding public works construction in the Public Right of Way is extractedfrom letter
from the above agencies, dated April 13, 2007:
NEW & RECONSTRUCTION PROJECTS
A. PRIOR TO CONSTRUCTION
(1.) The survey crew shall diligently search for all survey monuments ofrecord and on the
surface of the road. It is suggested (that) the search (sh)ould include the use ofa metal
detector. When the detector indicates the possibility of a buried survey monument, then
digging below the surface to uncover the monument within 2" of the road surface is
recommended.
(2.) The survey crew shall properly reference all found survey monuments, which may be
disturbed or covered during construction, to stable surface points.
(3.) The authorized surveyor shall properly complete a Comer Record or Record of Survey
for the monuments noted in (I)tem (2.), above. Prior to the start of any construction
work, the original or a print of the Comer Record or Record of Survey shall be submitted
to the County Surveyor for review, signature and filing.
B. AFTER CONSTRUCTION AND PRIOR TO RECORDING
NOTICE OF COMPLETION
1. All covered and disturbed monuments shall be reset with the same or more durable type
of monument as the original, in the surface of the construction. Key monuments shall be
a minimum I" inside diameter iron pipe of appropriate length.
2. A monument box or other protective structure is recommended to be placed around key
monuments (section comers, quarter section comers).
3. The authorized surveyor shall properly complete a Comer Record of Record of Survey
for all set monuments with a change in character, including tag number, and submit it to
the County Surveyor for review, signature and filing.
NOTE: Parentheses above indicate changes to original text.
CONTRACT AGREEMENT
AGREEMENT
CITY OF SAN BERNARDINO
THIS AGREEMENT is made and concluded this )t day of A U ~ us + ,2007, between the
City of Sa9, Bernardino (~erei1ll!!ler "Ciry"), and
(; 0 h =t: eX [0 1 U h I C; ?"--' (hereinafter "Contractor").
oj
1. For and in consideration of the payments and agreements hereinafter mentioned, to be made and
perfonned 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
TRAFFIC SIGNAL PLAN
AT
LITTLE MOUNTAIN DRIVE
AND
NORTHPARK BOULEVARD
(TC 04-41 )
in strict confonnity with Plans and Special Provisions No, 11972 , 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 perfonnance of this contract, nor shall the Contractor or any person
claiming under or through him or her, establish or pennit any such practice or practices of discrimination or
segregation with reference to the selection of subcontractors, vendees, or employees in the perfonnance of this
contract.
AGREEMENT: TRAFFIC SIGNAL PLAN
AT LITTLE MOUNTAIN DRIVE AND NORTHPARK BOULEVARD (TC 04-41)
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
Name of Firm:
l {;Lh Ii] (;'- (3 Ie ct rtOc a I
BY: J:J1Jit2h :Jwnje-
TITLE: 0 [,0 YI e i^
BY:
F D ILSON, City Manager
City of San Bernardino
ATTEST:
MAILING ADDRESS:
15&65 R-lUR Drive-
font-CA.11C^-) (it 9ZJJIft
CA""J,j__.1:; u,,'c j. 1.::.
. RACHEL G. CLARK
City Clerk
PHONE NO.:(f-P!lJ 5 if {~ (f 0 if l/
APPROVED AS TO FORM
:t.
ES F. PENMAN, City Attorney
~y
Western Surety Company
PERFORMANCE BOND
Bond Number: 70369042
Construction
KNOW ALL PERSONS BY THESE PRESENTS, That we Gonzalo Zunioa clba Zunioa Electrical
15685 Reed Dr., Fontana, CA 92336
of
referred to as the Principal, and
Western Surety Company
, hereinafter
as Surety, are held and firmly bound unto Ci ty of San Bernardino
of 300 N. D St.. 4th FI. , San Bernardino. CA 92402 , hereinaller
One Hundred Fifty-Seven Thousand Seven Hundred and
referred to as the Obligee, in the sum of OO! 1 0 0
Dollars ($ 157.700.00 ), for the payment of Which we bind ourselves, our legal representatives, successors
and assigns, jointly and severally, firmly by these presents.
WHEREAS, Principal has entered into a contract with Obligee, dated the 27th
(TC 04-41)
2007 I for'T'r;:'If"fir. ~ign.::ll Pl.::in .::It" T,H-rlp. Mr:I1Jnt-.-=.in DrivA .::Inri Nnrrhp::lrk Rn1l1pv;::lrn
day of
Auaust
NOW, THEREFORE, if the Principal shall faithfully perform such contract or shall indemnify and save harmless
the Obligee from all cost and damage by reason of Principal's failure so to do, then this obligation shall be null
and void; otherwise it shall remain in full force and etreet.
ANY PROCEEDING, legal or equitable, under this Bond may be instituted in any court of competent jurisdiction
in the location in Which the work or part of the work is located and shall be instituted within two years aller
Contractor Defauit or within two years aller the Contractor ceased WOrking or within two years afler the Surety
refuses or fails to perform its obligations under this Bond, whichever occurs first. If the provisions of this
Paragraph are void or prohibited by law, the minimum period of limitation available to sureties as a defense In the
jurisdiction of the suit shall be applicable.
NO RIGHT OF ACTION shall accrue on this Bond to or for the use of any person or corporation other than the
Obligee named herein or the heirs, executors, administrators or successors of the Obligee.
SIGNED, SEALED AND DATED this
28th
day of
Auoust
2007
Gonzalo Zuniga dba Zuniga Electrical
Construction
(principal)
By
(Seal)
Western Surety ~~nv
'( (Surety)
Ie .
BLAKE ALIEN PFIST'ER
(Seal)
Attorney.in.Fact
By
Form F4597
CALIFORNIA ALL.PURPOSE ACKNOWLEDGMENT
State of California
On
personally appeared
Blake A. Pfister
before me, Lianne Nahina, Notary Publ ic
Name and rltle of Officer (e.g., "Jane Doe. Notary Public")
--_._-..._-~~~--- ----------
Data
:29 personally known to me - OR - 0 proved to me on the basis of satisfactory evidence to be the person(s)
whose name(s) is/are subscribed to the within instrument
and acknowledged to me that he/she/they executed the
same in his/her/their authorized capacity(ies), and that by
his/her/their signature(s) on the instrument the person(s),
or the entity upon behalf of which the person(s) acted,
executed the instrument.
Name{s}of Signer(s)
,
"
"
WITNESS my hand and official seal.
I~h~~
Signature of Notary Public
OPTIONAL
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
Performance Bond 70369042
Title or Type of Document:
/'
Document Date:
August 28, 2007
Number of Pages:
Signer(s) Other Than Named Above: --_______________________________________
Capacity(ies) Claimed by Signer(s)
Signer's Name: Blake A. Pfister
Signer's Name:
QI
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iO Hl95 National NOlary Association' 8236 Remmel Ave., PO. Box 7184 . Canoga Park, CA 91309"7184 Prod. No. 5907 Reorder: Call Toll-Free 1-800-876-6827
" Individual
o Corporate Officer
Title(s):
o Partner - u Limited 0 General
QlI Attorney-in-Fact
[] Trustee
" Guardian or Conservator
Other:
o Individual
o Corporate Officer
Title(s):
o Partner - 0 Limited 0 General
o Attorney-in-Fact
o Trustee
C Guardian or Conservator
L:: Other:
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RIGHT THUMBPRINT
OF SIGNER
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Signer Is Representing:
Western Surety Company
Signer Is Representing:
V\6tern Surety Company
POWER OF ATTORNEY - CERTIFIED COpy
Know AU Men By These Presents, that WESTERN SURETY COMPANY, a corporation duly orranized and existinr tmder the laws
of the State of South Dakota, and h.avin, its principal office in Sioux Falls, South Dakota (the .Company"), does by these presents make,
constitute and appoint BLAKE AI J,RN PFTRTF.R
Bond No.
70369042
its true and lawful attomey(s)-in-fact, with full power and authority hereby conferred, to execute, a.claiowledre and deliver for and on its
behalf as Surety, bonds for:
Principal; Gonzalo Zuniga dba Zuniga Electrical Construction
aMigoo: City of San Bernardino
Amount: $500,000.00
and to bind the Company thereby as fully and to the same extent as if such bonds were lIicned by the Senior Vice President, sealed with
the corporate leal of the Company and. duly attened by its Secretary, hereby rati.tYinc and confinnine' all that the .aid attOmey(l)-in_fact
may do within the above stated limitatiOIUl. Said appointment is made under and by authority of the followine' bylaw of Western Surety
Company which remains in full force and effect.
MSection 7, .All bonds, policies, undertakines, Powers of AttOl'Dey or other obligations of the corporation shall be executed in the
corporate name of the Company by the President, Secretary, any Assistant Secretary, Treaaw-er, or 8D,y VlCe President or by such other
officers as the Board ofDirectora may authorize. The President, any VICe President, Secretary, any Assistant Secretary, or the Treasurer
may appoint Attorneys in Fact or ¢s who shall have authority to issue bonds, policies, or undertaki.np in the name of the Company.
The corporate seal is not necessary for the validity of any bonds, policieB, undertakinp, Powers of Attom.ey or other obligations of the
corporation. The sienature of any such officer and the corporate seal may be printed by facsimi.Ie."
All authority hereby conferred .ahall expire and terminate, without notice, unless used before midnilht of
2008 , but until such time shall be irrevocable and in full force and eft'ect.
Januarv 28
In Witness Whereof, Western Surety Company has caused these presents to be mened by its Senior Vice President, Paul T. Brutlat,
andits5~:~bealliXedthi. 28th da.vof Auaust 2007
~{~..........",Cl ~.
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On this 28th day of Auaust ,intheyear 2007 ,beforeme,anotarypublic,penonallyappeared
Paul T. Bruttat, who beinc" to me duly sworn, acknowledled that he aimed the above Power of Attorney as the aforesaid officer of
m~~.~_~__._~._".~~_~_~_
+-.. D. K~-r.:-'- J /J ,
/@==~ otary Public. South Dakota
+~-~~~~~~~-~~~.
My Commission ExpIres November 30, 2012
I the undermgned officer of We...... Surety Company, a .took corporation of the State of South Dakota, do hereby c~ that the
attached Power of Attorney is in full force and offoct and is irrevocable, and furthermore, that Section 7 of tha byla... of tho Company as
set forth in the Power of Attorney is now in force.
COMPANY
Paul T. Brufla
. or Vice President
}"
In testimony whereof. I have hereunto Bet my hand and !leal of Western Surety Company thi!l
Auqust , 2007.
28th
day of
Form F5308-9-2008
enior Vice President
~y
Western Surety Company
PAYMENT BOND
Bond Number:
Construction
KNOW All PERSONS BY THESE PRESENTS, That we Gonzalo Zuniaa dba Zuniaa Electrical
70369042
15685 Reed Dr., Fontana, CA 92336
of
referred to as the Principal, and
, hereinafler
as Surety, are held and firmly bound unto City of San Bernardino
of 300 N. D St.. 4th FI. . San Bernardino. CA 92402 ,hereinafler
One Hundred Fifty-seven Thousand Seven Hundred and
referred to as the Obligee, in the sum of 00 11 0 0
Dollars ($157,700.00 ), for the payment of which we bind ourselves, our legal representatives, successors
and assigns, jointly and severally, firmly by these presents.
Western Surety Company
WHEREAS, Principal has entered into a contract with Obligee, dated 27th day of Auaust
2007 ,fur Traffic Siana] Plan at Little Mountain Drive and NorthDark Boulevard
(TC 04-41)
COpy of which contract is by reference made a part hereof.
NOW, THEREFORE, if Principal shall, in accordance with applicable Statutes, promptly make payment to all
persons supplying labor and material in the prosecution of the work provided for in said contract, and any and all
duly authorized modifications of said contract that may hereafler be made, notice of which modifications to Surety
being waived, then this obligation to be void; otherwise to remain in full force and effect.
No suit or action shall be commenced hereunder
(a) Afler the expiration of one (1) year following the date on which Principal ceased work on said contract tt
being understood, however, that if any limttatlon embodied in this bond is prohibtted by any law
controlling the construction hereof such limttalion shall be deemed to be amended so as to be equal to
the minimum period of limitation permitted by such law.
(b) Other than in a state court of competent jurisdiction in and for the county or other polttical subdivision of
the state in which the project, or any part thereof, is sttuated, or in the United States District Court for the
district in which the project, or any part thereof, Is sttuated, and not elsewhere.
The amount of this bond shall be reduced by and to the extent of any payment or payments made in good fatth
hereunder.
SIGNED, SEALED AND DATED this
28th
day of
AUGust
;>007
Gonzalo Zuniga dba Zuniga Electrical
Construction
(PrincipaQ
By
(Seal)
Western surlt~mpanY
By It / ( . (Surely)
BLAKE ALLEN PFISTER
(Seal)
AttorneY-in-Fact
CALIFORNIA ALL.PURPOSE ACKNOWLEDGMENT
State of California
County of Orange
8-28-7
On
personally appeared
Blake A. Pfister
before me, Lianne Nahina, Notary Public
Name and Trlle 01 Officer (e.g., "Jane Doe, Notary Public")
Date
!2(1 personally known to me - OR - 0 proved to me on the basis of satisfactory evidence to be the person(s)
whose name(s) is/are subscribed to the within instrument 'I
and acknowledged to me that he/she/they executed the
same in his/her/their authorized capacity(ies), and that by ,I
his/her/their signature(s) on the instrument the person(s),
or the entity upon behalf of which the person(s) acted,
executed the instrument.
Name{s)of Signer(s)
WITNESS my hand and official seal.
, /~~{;[~
(~ SignatureofNolaryPubJic
OPTIONAL
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: Payment Bond 70369042
August 28, 2007
Document Date:
Number of Pages:
Signer(s) Other Than Named Above: -________________________________________
Capacity(ies) Claimed by Signer(s)
,I
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Signer's Name: Blake A. Pfister
Signer's Name:
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<01995 National Notary Association. 8236 Remmel Ave., PO. Box 7184 . Canoga Park, CA 91309-7184 Prod. No, 5907 Reorder: Call Toll-Free 1-800-876-6827
o Individual
o Corporate Officer
Title(s):
o Partner - 0 Limited 0 General
00 Attorney-in-Fact
u Trustee
C Guardian or Conservator
C Other:
RIGHT THUMBPRINT
OF SIGNER
Top of thumb here
.
Top 01 thumb here
o Individual
o Corporate Officer
Titie(s):
o Partner - 0 Limited 0 Generai
o Attorney-in-Fact
C Trustee
o Guardian or Conservator
[1 Other:
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Signer Is Representing:
Signer Is Representing:
Western Surety Compan
\t\t>stem Surety Company
POWER OF ATTORNEY - CERTIFIED COpy
Know All Men By The8e Presents, that WESTERN SURETY COMPANY, a corporation duly orranized and exilti.nc under the laW!'
of the State of South Dakota, and havine its priDCipal ollke in Sioux Falls, South Dakota (the .Company"), does by these presents make,
con.stitute and appoint BT,AKE Ar.r.p.N PFISTER
Bond No.
70369042
its true and lawful attorney(s)-in.fact, with full power and authority hereby conferred, to execute, ack:n:owledce and deliver for and on its
behalf as Surety, bonds for:
Principw: Gonzalo Zuniga dba Zuniga Electrical Construction
Obligee: City of San Bernardino
Amount: $500,000.00
and to bind the Company thereby as fully and to the same extent as if 9UCh boods were siped by the Senior Vtce President, sealed with
the corporate leal of the COD1p8Il.Y and duly attested by its Secretary, hereby ratifyinc and confinninr all that the .laid attorney(s}in-fact
may do within the above stated limitations. Said appointment is made under and by authority of the Collowi.nr bylaw ofWeatem Surety
Company which remai.wl in full force and efFect.
"Section 7. .All bonds, policies, undertakina's, Powera of Attorney or other o~atioDB of the corporation shall be executed in the
COrporate name of the Company by the President, Secretary, any Assistant Secretary, Treasurer, or any Vice President or by &UCh other
officers as the Board of Directors may authorize. The President, any Vice PreSident, Secretary, any Anistant Secretary, or the Treasurer
IDay appoint Attorneys in Fact or qents who shall have authority to issue bonds, policies, or UDdertakinp in the name of the Company.
The corporate seal is not necessary far the validity of any bonds, policiea, undertakinas, Powers of Attorney or other obligations of the
corporation. The sienature of any such officer and the corporate seal may be printed by facJimile."
All authority hereby conferred shall expire and terminate, without notice, unlers used before midniCht of
2008 , but until such time shall be irrevocable and in full force and eft'ect.
Januarv 28
In Witness Whereof;. Western Surety Company has caused these presents to be siped by its Senior Vice President, Paul T. Bruflat,
andits:;ll~beaffixedthis 28th day of Auaust 2007
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Oothi. 28th day of Alloust ,intheyear 2007 . beforeme,anotarypubJic,perSonallyappeared
Paul T. Bruflat, who beinc to me duly sworn, acknowledied that he sicned the above Power of Attomey as the aforesaid officer of
WESTERN SURETY COMPANY and acknowledied said instrument to be the voluntary act and~deed of s 'd corporation.
+........... ~...~S
S ~~~ S U
~==~ oteryPublic. South Dakota
......................................................
My Commission Expires November 30, 2012
I the undersigned officer of Western Surety Company, a stook corporation of the State of South Dakota, do hereby certi{y thst the
attached Power of Attorney is in full force and effect and is irrevocable, and furthermore, that Section 1 of the bylaws of the Company as
set forth in the Power of Attomey is now in force.
In testimony whereof, I have hereunto set my hand and seal of Western Surety Company this
Auaust 2007
COMPANY
. or Vice President
28th
day of
Fonn F530s..9-2008
COMPANY
--
lliol' Vice President