HomeMy WebLinkAbout1998-217
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RESOLUTION NO._98-2l7
RESOLUTION OF THE MAYOR AND COMMON COUNCIL OF THE CITY OF
SAN BERNARDINO AWARDING A CONTRACT TO HILLSIDE CONTRACTORS.
INC. FOR INSTALLATION OF TRAFFIC SIGNAL AT TIPPECANOE AVENUE AND
CENTRAL A VENUE/PALM MEADOWS DRIVE.
BE IT RESOLVED BY THE MAYOR AND COMMON COUNCIL OF THE CITY OF
SAN BERNARDINO AS FOLLOWS:
SECTION 1. HILLSIDE CONTRACTORS, INC. is the lowest responsible bidder for:
INSTALLATION OF TRAFFIC SIGNAL AT TIPPECANOE AVENUE AND CENTRAL
A VENUE/PALM MEADOWS DRIVE per Plan No. 9647. A contract is awarded accordingly
to said bidder in a total amount of $112,537.50 but such award shall be effective only upon
being fully executed by both parties. All other bids, therefore, are hereby rejected. The Mayor
is hereby authorized 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 This resolution is rescinded if the parties to the contract fail to execute it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 the passage of this resolution.
Date:
III
III
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98-;!l7
.
1
2 RESOLUTION...AWARDING A CONTRACT TO HILLSIDE CONTRACTORS.
INC. FOR INSTALLATION OF TRAFFIC SIGNAL AT TIPPECANOE AVENUE AND
3 CENTRAL A VENUE/PALM MEADOWS DRIVE.
4
I HEREBY CERTIFY that the foregoing Resolution was duly adopted by the Mayor and
5 Common Council of the City of San Bernardino at a regUlifieeting thereof, held on the 20tliay
6
7
of Julv , 1998, by the following vote, to wit:
8 Council Members:
AYES
NAYS
ABSTAIN
ABSENT
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10
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12 ARIAS
ESTRADA
x
LIEN
x
x
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SCHNETZ
x
DEVLIN
-1L..
ANDERSON
x
MILLER
x
o~~
~~rk
The foregoing ordinance is hereby approved this ..ci1z1-_ day
of Julv , 1998.
Approved as to
form and legal content:
JAMES F. PENMAN,
City torney
.re
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07/20/1998
Item US
Res 98-217
FILE NO. 1. 7100
ACCT. NO. 126-369-5504-7100
CITY OF SAN BERNARDINO
STATE OF CALIFORNIA
COIllTRACT DOCUllEIIlTS
PLANS AND SPECIAL PROVISIONS NO. ".7
FOR
TRAFFIC SIGNAL IMPROVEMEIIlTS
AT
TIPPECANOE AVENUE AND CEIIlTRAL AVENUE/PALM MEADOWS DRIVE
DIVISION OF ENGINEERING
DEPARTMENT OF PUBLIC WORKS
CITY OF SAN BERNARDINO
APRIL, 1998
BIDS WILL BE RECEIVED UP TO THE HOUR OF 2:00 P.M.
ON
JUNE 16
, 1998
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gg .217
Engineer's Estimate $
93.475.00
NOTICE INVITING BIDS
NOTICE IS HEREBY GIVEN that the City of San Bernardino will
receive bids for proposals for:
TRAFFIC SIGNAL IMPROVEMENTS
AT
TIPPECANOE AVENUE AND CENTRAL AVENUE/PALM MEADOWS DRIVE
in accordance with Special provision No. 9647 on file in the
Office of the city Engineer, Third Floor, San Bernardino City Hall.
Deliver all bids to the City Engineer's Office, Third Floor, City
Hall, 300 North "D" street, San Bernardino, California, with the
Specification title and number clearly marked on the outside of the
envelope.
Said bids or proposals will be received up to the hour of 2:00
p.m., on June 16. 1998 , at which time all of said bids or
proposals will ne 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 proposal form
furnished by the City. All bids or proposals shall be signed,
sealed and accompanied by cash, cashier' 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 de-
layed, 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 10% 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.
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~8 .217
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 workman needed in the execution of
contracts under jurisdiction of said Mayor and Common Council.
Said prevailing rates of wages shall conform to " General
Prevailing Wage Determination made by the Director of Industrial
Relations", filed in the office of city Clerk, which are made a
part of said Resolution No. 90-358 and amendments thereto.
The Contractor may substitute securities for any monies withheld by
the Agency to ensure performance under the contract as provided for
in section 22300 of California Government Code and section 10263 of
the California Public Contract Code.
It shall be mandatory upon the Contractor to whom the contract is
awarded and upon any sub-contractor under him to pay not less than
specified rates to all laborers, workmen, and mechanics employed by
them in the execution of the contract, and to prevent discrimin-
ation 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 Bernar-
dino.
The Contractor shall possess a Class "A" License or other
ADDroDriate License at the time the contract is awarded. The
prime Contractor shall perform, with his own organization, contract
work amounting to at least 35 percent of the contract price.
A Pre-Bid Meetinq will be held on Tuesdav , June 2. 199P, ,
at 2:00 c.m. , at the office of the Director of Public
Works/City Engineer, city Hall, Third Floor, 300 North "D" Street,
San Bernardino, CA 92418. This meeting is 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.
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
date of bid opening.
45
working days from the
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88 .2t7
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 S 10.00 for
each set.
CITY OF SAN BERNARDINO
~ui'./'/.~,j ~
CHEL C
city Cle
NOTICB TO ADVERTISB
SPECIFICATION NO. 9647
SHALL APPEAR IN FIRST ISSUE NOT LATER THAN
DATE 5/19/98 and 5/24/gg
SECOND PUBLICATION FIVE DAYS LATER
SIGNATURE
DATB
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, (j
.217
PROPOSAL 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 IMPROVEMENTS
AT
TIPPBCANOB AVENUB AND CBNTRAL AVENUE/PALM MEADOWS DRIVE
in strict conformity with Plans and special provisions No. 9647.
city of San Bernardino, Department of Public works, and also in
accordance with Standard specifications for Public Works
Construction, 1997 Edition. Undersigned proposes and agrees if
this proposal 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:
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n .217
BID SCHEDULE
PLAN NO. 9647
TTEl'I
DESCRIPTION OF ITEMS WITH
TN WORDS
"'OT"T.
1. 1 L.S.
Clearing and Grubbing,
Unclassified Excavation and
Unclassified Fill at the
Lump Sum pricll of \:";0'"
:/'~J'~ f 0./~ ~~
"' ~--~-------------
L.S. !fOoo-
2. 320 L.F. P.C.C. CUrb & Gutter, Type Js- 46-'00 .
liB" I at t;:i[.AwI (r.;J2lI,<,
~ ~
.~ per LIN. FT.
900 S.F. P.C.C. Cross Gutter, Aprons, 4- 3
3. - b06-
at i=Ov-J r,J.\IGr6 --------
! ------
j
L- per SQ. FT.
-. ;...-".-,
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. ~ 1500 --
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,4. 190 TONS Asphalt Concrete Pavement, :::.P-
, H~~ c,lr~-..
Overlay, at
'"'-----...--
per TON
5. Asphalt Concrete Dike, at ." ~ !OGZ.')6
125 L.F. 8" L' .::J <!:'
~~J ~0)O iliM'S ~ Ij:;~ GffJJ
per LIN. FT.
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98 .217
.."'FM
y
6.
290
BID SCHEDULE
PLAN NO. 9647
UNT'I'
DESCRIPTION OF ITEMS WITH
P TN WORDS PRICE "'OTAT.
TONS
Aggregate
(,]i. I \ Iff6
Base, at ~
CN'0 -----
51. -
5'600-
per TON
7.
1
EACH
Relocate
sign, at
0-''6
Existi~ Roadside
\~ \-,~. (()o!l~
:55 -
~ ~
::..:::- - -
---_.--~--~
per EACH
8.
1
L.S.
Traffic Signal and Highway
Lighting at the Lump Sum
pr~ of Sfj.,it;,tj;.~
, . U,,()y,~ d\,. <1Yf> -.
L.S. 1-7~oo-
;
'g.
3
EACH
Install Roadside Sign, at
-('IN. 1~~2/t ~"""i~, Fyol\?-6
"
per EACH
.Jltt>- }').-
- --:.-;--~
10.
1
L.S.
Traffic stripes/pavement
Markings at the Lump Sum
price of ~'<YI -HvlJ:,:)v"~
I, \ " \\7f'O (J{~ -.., --.
-
L.S. 2,-000--
'~
OTE:
The unit
shown in
for each
inserted
TOTAL BID SCHEDULE $
I\~, 5'-57-. 50
price must be written in words and also
figures. The total price must be extended
item of work and the total of all items
in the space provided.
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98 .217
In case of a discrepancy between words and figures, the words
hall prevail.
It is the understanding of the undersigned that the work
ereinabove described shall be commenced within 10 working
ays from the date of the "Notice to Proceed", and shall be
olUpleted within 90 working days from the date of said
otice.
The undersigned further agrees that in case of default in
xecuting the contract, or furnishing necessary bonds, all within
e specified time, the proceeds of the Bidder's Guaranty
ccompanying this proposal shall be paid to the city of San
ernardino as liquidated damages.
.
Licensed in accordance with an act ~rovid~~
-. egistration of Contractor, License No. (p '?$'Co "::>
lassification ~ ~
FIRM NAME: '-11i\\~
BUSINESS ADDRESS: e;;3
for the
,
CA\ q:r~o I
If an individua , so state. If a firm or co-partnership,
state the firm name and give the names of all individuals, co-
partners composing the firm. If a corporation, state legal name of
the corporation, also the names of the president, secretary,
. treasurer and manager thereof.
~~, ~o~
~ J~JvF rl.wqvn^^D-.'--
Dated:
~l
Teleohone No.
.,2--r1..-
c7lLfl 7Co I - \ ~'5
, 1998
IDDERS ACDl'OWLEDGEMENT OF ADDENDUMS:
ADDENDOK NO. 1
DATE:
ADDENDOK NO. 2
DATE:
ADDENDOK NO. 3
DATE:
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08
.217
~~/L
BIDDERS FIRM NAME
n compliance with the prov1s1ons of section 4100-4110 of California Public
ontract Code of the state of California, and any amendments thereof, each
idder shall set forth the name and location of each subcontractor who will
erform work or labor or render service to the Contractor.
ame & Address
nder Which
ubcontractor
icensed
Sub-Contractor
Phone No.
Sub-Contract
Amount
Specific
Description
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98 .217
CERTIFICATION
I am aware of, will comply with, section 3700 of the
Labor Code, requiring every employer to be insured
against liability for Worker's Compensation or to
undertake self-insurance.. before commencing any of the
work.
Contractor:
NAME OF FI~~
BY~~::::>
TITLE: ::'/fp.~
DATE: f1;~ {::L- } If
~. (V\L.
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98 ,217
(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 city of San Bernardino, State of california, Department of
pUblic works/Engineering:
The undersigned in submitting a bid for performing the following work
by contract, being duly sworn, deposes and says:
That he has not, either directly or indirectly, entered into any
agreement, participated in any collusion, or otherwise taken any
action in restraint of free competitive bidding in connection with
such contract.
gnature of Bidder
~[!aLt '1111-PA ~
~ dJr--~;L'60(
Business Address
'J~
Place of Residence
~. -, -...,...:
n~J Al I
0<. day 0 f I vv::t f'C-Vl
Subscribed and sworn to before me this
19.:p:-.
Notary Public in and for the county of
, state of California.
My Commission expires on
, 19_
I 98 .217
. CAUFORNIA ALL.PURPOSE ACKNOWLEDGMENT
No. 5907
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On
personally appeared '
N E(S) OF SIGNER(S)
o personally known to me - OR -4. proved to me on the basis of satisfactory evidence
to be the person(ll whose name(1'lj.s/are
subscribed to the within instrument and ac-
knowledged to me that He/she/they executed
-
the same in hts/her/the-ir authorized
-
capacity(jjl.8'), and that by-his/~r/tl'te-ir
signatureM on the instrument the person(s),
or the entity upon behalf of which the
person(ri) acted, executed the instrument.
r-- 7'- ," - "'
~ ~ ~ - - -C;~l~~ - - ~ \
.., @ Commission /I 1144891 ;
~ -..0: '., Notary Public - Califanla ~ I
~ ~~ OmngeCoun1y -
" -~~ _My~C~::~J~f:~l! J'
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....-.~ .,
WITNESS my hand and official seal.
e );~JI}t/t!:?I!JA
OPTIONAL
Though the data below is not required by iaw, it may prove valuable to persons relying on the document and could prevent
frauduient reattachment of this form.
CAPACITY CLAIMED BY SIGNER
o INDIVIDUAL
o CORPORATE OFFICER
TITLE(S)
o PARTNER(S)
o LIMITED
o GENERAL
o ATTORNEY.IN-FACT
o TRUSTEE(S)
o GUARDIAN/CONSERVATOR
o OTHER:
\'
,
SIGNER IS REPRESENTING:
NAME OF PEASON(S) OR ENTITY(JES)
DESCRIPTION OF ATTACHED DOCUMENT
TITLE OR TYPE OF DOCUMENT
NUMBER OF PAGES
DATE OF DOCUMENT
SIGNER(S) OTHER THAN NAMED ABOVE
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@1993NATIONAlNOTARY ASSOCIATION. 8236 Remmel Ave., P.O. Box 7184. Canoga Park, CA 91309-7184
I
98
. 217 THE AMERICAN INSTITUTE OF ARCHITECTS
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AlA Oo,ume~t AJ70
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Bid Bond
I
KNOW ALL MEN BY THESE PRESENTS,
thaI we HILLSIDE CONTRACTORS, INC.
,H~'e ''''~l 'vII ....",~ lolld ,ddttt1 0' llP,.1 "Ill!' o. COIIUKIOfl
a, Prlnc;pa/, hereinatter ,ailed the Principal. and
CITY OF SAN BERNARDINO
I
:H'fl!' '"'.'T I..,il ",,,,It .,.d .IW"" ." 'e~al ',Ut " 5u,,,'YI
I
a corporation duly organized under the law. 01 the State 01 ILLINOIS
a. Surety, hereinalter called the Surety, are held and firmly bound unto
t"'fOrt! ,n"ft f...U It.",!!' "'ld .ctd,,,,, Of Je,.; ltlr, 01 0""""'1
CITY OF SAN BERNARDINO
I
as Obligee. hereinafter called the Obligee. in the sum of
I
TEN PERCENT OF AMOUNT BID---
Dollars ($---10%--- ).
fer the pa.yment of Which sum weB and truly ~o be made. the said Pnncq::al and the saId Surety, bind
ourseives. our heirs, executors. adminisrrators. successors and assigns. Jointly and severally, firmly by
these presents.
WHE~E"'S. the Principal ha, ,ubmllted a ~Id for
IMer!' .n'"1 lull "'.",.. iddreu ,nO; rlr'Kflplton 01 :Jro,eClI
I
TRAFFIC SIGNAL IMPROVEMENTS AT TIPPECANOE AVENUE AND CENTRAL AVE.
#9647
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New, THEREFCRE. if the Obji8e~ shall ac:~t rhf! :rid 01 (he- P"~o..1 ,nd th~ PrjnclC1.11 ,h~1I enter IntO .a Con"..,!
WIth {he Oblil~ in ~ccordance With :h~ terms 01 such bid, .nd J'v~ such bond or bonds .I'S may be 1PiKlfied in the ~iddinl
or Cen,r,ct Oocum~1S with sood anci ,uHicient s~rety tor lhe lalthiul coeriorm.lnr"e 0' 'uch Contract lnd faf the ;Jlompt
pavmenr 01 1.100r .1Ind m,U~n..j /1Jrnnhed in the ::uOs~:Jllon :herifOf. or In Ihe '!"fen' 0; Ihe- f.1lllure at rhe PUntl"'" to ~ter
,uen Contue! .1Ind give sucn bond or bonds. jf the f'nncu,..i ,n.1ll1 ~.1IY 10 th'!! Obji~'I!e Ihl! dlHertmce not to 6Ceed :he penalty
hll!'l'e-of ~fW~ rh'!! .mount specliil!'d In !-aId bid and !uch ',,"ger amount fOI wnicn thl! Cbi,~ m'r in !Ood f.ilh contract
WTth ,norher O.1lrTV 10 perlorm Ihe Work covered by ~.,d btd. Ihen lhis eblisallon shall be null and ...oui. alMrwi'Sl! 10 tem..in
In full fOtee and effen
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Signed and sealed thi,
12T1l
day of
JUNE
19 98
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(WitnrssJ
{S.1I1
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(W;Uteu)
{
NATTONAL ~ITRP.TY mRP<1RATTON
21 {;w,eryl
'b/f1/t{~'7r~
FRANCES LEFLER, ATIORNEY-IN-FACT
(5elll
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AlA DOC1./MEr'\lT "'J1.' IJlO 801'<10 . AlA ~. FtBll:UAll:'Y /910 EO .. THE AMERICAN
I....STlTUTE OF AIt.":HrnCTS. UJ5 N.Y. ^VE.. N.W., WASHINCTON. O. C. :0006
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G8
.217
CALIFORNIA
ALL PURPOSE ACKNOWLEDGEMENT
STATE OF CALIFORNIA
)
)
)
s.s.
COUNTY OF San Bernardino
On (/-/.?J-91' before me,
KELLY A. SAITMAN, NOTARY PUBLIC
FRANCES LEFLER
X personally known to me;
or proved to me on the basis of satisfactory evidence to be the
person(.~ whose name~~ is/~ subscribed to the within instrument and
acknowledged to me that ~~/she/~1) executed the same in
~./her/~Xr authorized capacity~~~~, and that the entity upon
behalf of which the person~~~ acted, executed the instrument.
, personally appeared
I
WITNESS my hand and official. seal.
(SEAL)
~....... fI~,.,,,,,,;lI ~=-(Itl (<*9'" ~ ,"-1:".'!' :.l1l<'lI<:: "'~~ ....~.cttco::.:
Z .:f:". KELLY A. SAITM<\N Z
S " COMM. #1022648 s
p NOT AR't' PUBUC . CAUFORNIA P
1 SAN BERNARDINO COUNTY 1
My C'.omPn. ~ ~ 27. 1!88.
:.......................................
~
Notary Public
* ************************************************
Though statute does not require the notary to fill in the data below,
doing so may prove invaluable to persons relying on the document.
____Individual(s)
Corporate Officer(s)
Titles
Partner(s)
X Attorney-in-Fact
Trustee(s)
Guardian/Conservator
____Other:
and
and
Limited
General
Signer is representing:
***********************************************************
ATTENTION NOTARY: Although the information
optional, it could prevent fraudulent attachment
to unauthorized document.
requested below is
of this certificate
Title of type of document:
Number of pages:
Date of document:
Signer (s) other than named above: PRINCIPAL
THIS CERTIFICATE MUST BE ATTACHED TO THE DOCU!!EHT DESCRIBED ABOVE.
KAS/189837
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GE.'l/ERAL
POWER OF
ATrOR.'l/EY
.
J(.'l/OW..~LL ML'I/ BY THESE PRESENTS: That NATIONAL SUR-"TY CORPORATION. a CO'llor.uion duly organized and "'"$ling undel' the laws or the
SUfe of Illinois. ~d having its Home Office in the City of Ch.iQgo. County of Cook. St:1te of Illinois. has made. constituted and appointed. and docs by these
;:ese:ns make. <C'::lnstitute and appoint
98
.217
NATIONAL SURETY CORPORATION
I
FRA~ICES LEFLE3.
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0:;7,,3.:0 CA
i~ t.-..Ie ~d !;lw(ul AttOrney(s).in.F3ct. with fun pow~:u1d 3.uthority hacby confe:-rcd. in its name, place:u1d stadt to ~'l:ec::,ne. seal. 3CxDowicdge and de!ive: any
az:c 3.11 ~ond.s. unde:uking. retogniz3.nc:es orotherwrinen oblig:ujoru in the nature the:eo! ______________________________
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ar.c. :0 bind :he C.Jrporation thereby as fully and to the same extent ~ if such bonds were-signed by the Presid~t. sC1led with the cof1'Orate se:1.l of the
C.Jr;:or3.cion .1l1d duiy attested. by its SCC'e-~. hereby ratifying 3lld continuing :111 that the said Attorney(s).in.F:lC: may do in the ;lre:niscs.
"This yowe:- of attorney is granted pursuant toArticie VII. Sec"Jons.u and 4$ of By.laws of~ATIONAL SURETY CORPORATION now in full forc: and effec:.
.. ,"-rode VII. ."ppoiDllDml sad ....ulborit,. of Rtsideal5<<reun't!$. .-tttol71e,.";/Z.Fsc:r IDd .-lgeats to Icc~r LepJ Proc~ aDd Mike Appeat2Dces.
Sectioa 44. .-lPpoiDtDJt!Dt. The Chairman or tbe Board of Directors. the Pn:sidcnl. .any Vice--PT'!:5ideat or .aay Giber persoa .authorized by tbe Board or
Oim:1on. tbe Caitmaa or tbe Board of Direaon. me President or my Vice-.Prcsideat may. from time to time. .aPPOiDI Residcut AssiswIt Secreuries aad
.-\.norners-.ta.Fsct 10 reprrseal aDd act for .aad 00 bebaif of tbe Corporstioa and AcealS 10 3CCC~U legal process and make I.ppanaccs for .aad 00 bebalf of the
Corponauoa.
Section 45. .1.urbority. Tbe autbority of such Rcsidml...usistaal Secretsries. AUorueys.ta.fl.ct aDd A~eut5 sball be.as prescribed iD tbe iasuumeat evidea.ciDz
thCU' .appointmcnt. ..\oy such appoiallDealaad all.utborily anated tbcteby may be rnoked alaay time by tbe Board of Directors or by lay persoa empowered to
ma.iu: ,qdJ appoiaUDeat."
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This ;lowe:' or attorney is signed and sealed under and by the authority of the following Resolution adopted by the Board of Directors of NATIONAl. SURETY
CCRPORA.T!ON u a meeting duly c:illcd and held on the 29th day of June. 1984, and said Resolution has not been amended. or repealed:
"RESOLVED. that :.he signature of any Vice-P::-c:sident. Assistant 5ec:':"..3rY. and Reside::t .-\ssiswu SCC::'Ct:ll"Y of this Corporation. and the sc:1l of tbi.s
Cor;oration :nay l:Ie 3iflXed or printed 00 any power of :morney. on any revoQuon of any ;:owC:' of anorncy, or on any c::tificl.tc rdating tbe:~o. by facsimile.
ane ]..'::y ?owe: oi J.Itomey. any rcv0C3Don of any pOWe:' of attorney. or certificate b~ng such f.:lcsimiie signaturc or :-acsimile sea.! shall be valid aDd bindio;
u?On t!1e Corpora.tion~
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!~ W~SS Wr-:E...~OF. :-.lATIONAL SURETY CCRPORA.TION has c:3.wed thcse j:lrcse::n$ to be signed. by iIS Vic:.P:esident. and its corpor:1te seal to be
hc-:O.UlIO aiflXeQ ttis ., 6. ...;" day or
\J,.....,o.,.,r-.P.,-
.19~.
~
I~~.o:';\
/<!~- ';\c\
:\~\ SEPT :.~~ i~':
\""'~-"""
I S-W"~ORNIA
COL':'<TY OF MARIN
I
By
NATIONAL SUR-"TY CORPORATION
4r~
} u.
I OD this ? ~ t: h day of No v e m be r 19 ..2..L. before me personally came }.II. A. ~lallonee .
to me known. who. being by me duly sworn. did dQose and say: tbat he is Vicc.President of NATIONAL SURETY CORPORATION. tbe Corporation
desc::ibed. in and wbid1 executed the above iamume::1t; that be knows the se:l1 of said Corpora.tion: tbat the sea.I aff'1Xed. to the said iasuumc:u is such corp01'21c
seat: that it was so aif"lXCd by order of the Board of Directors of said Corporation and that be siJIled. his name thereto by like order.
I IN WITNESS WHEREOF. I have bereunto set my band and arf'aed my official seal. the day and year herein flTSt above written.
\ ~ -"~ ~ ~ ~ ~ - - - - (
,. a A. KRIEGER ...
C v'~~ COMM."045112 )'
n. ~. . =.l NOTARY Jl'UIILIC.CAlIFORHtA OU
j ....RINCOUNTY
.,.. MvC;rrm. ~M:Ir_ 3J. 1m i
- - ~ - ~ - ~ - - - ~ ,
u:.K.lU1CA7'E
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I STATE OF CALIFORNIA
COL'NTY OF MARIN
}~
I I. the ""d=i~ed. Rc:sid<u, AssUtant 5== or NATIONAL SURETY CORPORATION. an ILLINOIS CO'lloraUon. 00 HEREBY CERTIFY tllat me
foregoln; :md attaCled POWER OF ATI"ORNEY rc:::na.i.m: in full foree and has Dot been revoked: and furthermore that .-\tticle VII. Scaions 44 and 4$ of the
By-laws of the Corpontion.. and the Resolution of the Board of Directors: set forth in the Power of Attorney, are now in force.
Sigt:ed and sealed ;u: the COUDty or Marin. Dated me/;l- t- day or 9A- /h-R ~
.1 ~c::
, ~..,?'C...::~
; ~,f' ~ Q.
r _I SEl'T3.1Wa ....
'II t\ #
'<6,!'t<..o...c~_o-
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I 360711-NS-3-95
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98 ,217
SPECIAL PROVISIONS
SECTION I
SPECIFICATIONS AND PLANS
1-1.01 GENERAL -- The work embodied herein shall be done in
accordance with the Standard Specifications for the Public Works
Construction, 1997 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 Specifi-
cations the following terms are used, they shall be understood to
mean and refer to the following:
Board
- The city of San Bernardino.
- The Mayor and Common Council for the City
of San Bernardino.
Aaencv
Laboratorv
- The Director of Public Work/City Engineer
for the city of San Bernardino.
- The laboratory to be designated by the
city of San Bernardino to test materials
and worked involved in the contract.
Enaineer
Notice Advertisina for Bids
Notice Inviting Bids.
standard sDecifications
Standard Specifications for Public Works
Construction.
Other terms appearing in the Standard
these Special Provisions, shall have the
specified in Section 1-2, "Definitions", in
fications.
Specifications, and
intent and meaning
the Standard Speci-
In case of
these Special
precedence over
conflict between the Standard Specifications, and
provisions, the Special provisions will take
and be used in lieu of such conflicting portions.
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~8 .217
SECTION 2
2-1 PROPOSAL REOUIREMENTS AND CONDITIONS
2-1.01 General -- Bids must submitted on the proposal form
contained herein. All bids or proposals 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 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, 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 damage. Therefore, the City and the bidder
agree that the proposal guarantee of 10% of the bid shall be paid
to the City as a forfeiture. Bid bonds shall be underwritten by
a surety company having a rating Best's most recent Insurance Guide
of "A" or better.
2-1.02 MINORITY AND WOMEN'S BUSINESS ENTERPRISES -- A
policy for establishing goals for participation of Minority and
Women's Business Enterprises (MBEjWBE) 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 or Proposer'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 15 % MBE and
5 % WBE on this project.
Bidders shall make every reasonable effort to solicit bids
from MBEjWBES.
A justification shall be provided to support the rejection of
any bid from a minority or women's business enterprise, certified
by Caltrans.
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~8 .217
POLICY
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
and proposers 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' or proposers' good faith efforts to reach-
out to MBEs, WBEs and all other business enterprises shall be
determined by the following factors:
(1) The bidder or proposer attended pre-solicitation or
pre-bid meetings, if any, scheduled by the city to inform all
bidders or proposers of the requirements for the proj ect for
which the contract will be awarded. The city may waive this
requirement if the bidder or proposer certifies it is informed as
to those project requirements.
(2) The bidder or proposer 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 or proposer shall, when economically feasible, divide
total contract requirements into small portions or quantities to
permit maximum participation of MBEs, WBEs and other business
enterprises.
(3) The bidder or proposer advertised for bids or proposals
from interested business enterprises not less than ten calendar
days prior to the submission of bids or proposals, 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 or proposer 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
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98 .217
bids or proposals were required to be submitted. In all
instances, the bidder or proposer must document that invitations
for sub-contracting bids were sent to available MBEs, WBEs and
other business enterprises for each item os work to be performed.
The Mayor's
help identify
enterprises.
Affirmative Action Office shall be available to
interested MBEs, WBEs and other business
(5) The bidder or proposer 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 or proposer provided interested enterprises
with information about the Plans, Specifications and requirements
for the selected sub-contracting work.
(7) The bidder or proposer 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 or proposals.
(8) The bidder or proposer negotiated in good faith with
interested MBEs, WBEs and other business enterprises and did not
unjustifiably reject as unsatisfactory bids or proposals prepared
by any enterprises, as determined by the city. As documentation
the bidder or proposer 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 or proposer 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 or
proposer. A determination of the adequacy of a bidders' or
proposers' 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 propose because
the bidder or the proposer 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 or proposer the opportunity to
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G8 .217
present evidence to the Mayor and Common Council in a public
hearing of the bidders' or proposers' good fai th efforts in
making its outreach. In no case should the city award away
pursuant to this program if the bidder or proposer makes a good
faith effort but fails to meet the expected levels of partici-
pation.
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 or proposals in accord
with Charter sections 140 and 238 or Chapter 3.04 of the San
Bernardino Municipal Code.
The directions set
immediately, and all City
implementation programs to
inconsistent with this policy.
forth herein
Departments
the extent
shall
shall
such
take effect
modify their
programs are
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98 .217
SECTION 3
3-1 AWARD AND EXECUTION OF CONTRACT
3-1. 01 GENERAL -- Award of the contract will normally be
made by the Mayor and the Common Council at the subsequent
Council Meeting after opening of the bids. 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 Perfor-
mance 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.
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98 .217
SECTION 4
4-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF WORK.
TIME OF COMPLETION AND LIOUIDATION DAMAGES
4-1.01 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 Standard Specifications and these Special Provisions.
The Contractor shall diligently prosecute the work to
completion before the expiration of
90 WORKING DAYS
from the date of the "NOTICE TO PROCEED".
The Contractor shall pay to the City of San Bernardino the sum
of $100.00 per day, for each calendar days delay in finishing the
work in excess of the number of working days prescribed above.
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98 .217
SECTION 5
5-1 LEGAL REOUIREMENTS
5-1.01 LIABILITY INSURANCE -- The Contractor's attention is
directed to section 7-3, "Liabili ty Insurance", of the Standard
Specifications, providing that the Contractor shall furnish the city
with a policy or certificate of liability insurance as prescribed
therein, prior to execution of the contract. The Insurance Policy
shall name the city of San Bernardino as additionally 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 are forms signed by the broker, unless they have
Power of Attorney to bind the insurance provider. (See attached
sample forms.)
5-1.02 WORKER'S COMPENSATION INSURANCE The Contractor's
attention is directed to section 7-4, "Worker's Compensation Insur-
ance", of Standard Specifications, providing that the Contractor
shall file a signed certification Certificate of Worker's
Compensation Insurance before execution of the contract.
5-1. 03 PAYMENT OF PREVAILING WAGE RATE -- The Contractor and
all subcontractors shall pay each craft or worker employed on this
project not less than the prevailing wage rates specified in
Resolution No. 90-358 of the Mayor and Common Council of the City of
San Bernardino. The Engineer shall have the right to interview any
craft or worker on the project site in order to verify payment of
prevailing wage rates in accordance with Resolution No. 90-358.
Prevailing wage shall comply with current rates and all updates.
5-1.04 PAYROLL RECORDS The Contractor's attention is
directed to the following provisions of Labor Code Section 1776
(Stats.1978, Ch. 1249). The Contractor shall be responsible for the
compliance with these provisions by his subcontractors.
(a) The Contractor and all subcontractors shall keep an
accurate payroll record, showing the name address, social security
number, work classification, straight time, and overtime hours
worked each day and week, and the actual per diem wages paid to each
journeyman, apprentice, worker, or other employee employed by him or
her in connection with public work.
(b) The payroll records enumerated under subdivision (a) shall
be certified and shall be available for inspection at all reasonable
hours at the principal office of the Contractor on the following
basis:
(1) A certified copy of an employee's payroll record
shall be made available for inspection or furnished to such employee
or his or her authorized representative on request.
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98 .217
(cl Each Contractor shall file a certified copy of the records
enumerated in subdivision (al with the Engineer on a weekly basis.
It will be the Contractor's responsibility to submit the records
enumerated in subdivision (al for all his subcontractors, in
addition to his own employees. Failure to submit the records
enumerated in subdivision (al on a timely basis shall constitute
good and sufficient reason for withholding the partial payments for
work accomplished.
SP-9
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1~ltD ';jiB ...
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..
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......Jt.::.Jllfi'l...fI'...... ...(."'8'''f{i'~'1
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION
2 1 7 ONLY AND CONFERS NO RIGHTS UPON THE CERTlFICATE
. HOLDER. THIS CERTIFICATE DOES NOT AMEND. EXTEND OR
ALTER THE COVERAGE AFFORDED BY THE POLICIES BaOW.
GOMPANIES AFFORDING COVERAGE
j' r~
~/j
IMMERCIAL ASSOCIATES INS, INC
26 EAS':' LA PALMA AVE
~AHEIM, CA 92807
14} 524-4949 FAX: 524-4940
COMPANY
A
CNA-TRANSCONTINENTAL
REO
I
IPS SERVICES, INC.
P.O. BOX 10458
SAN BERNARDINO, CA.
COMPANY
B CNA-VALLEY FORGE
92423-0458
COMPA.NY
C
CHUBB GROUP - FEDERAL INSURANCE
GENERAL L.IAII&n'Y
COMMERCIAL GENERAL UAIIIUTY
CLAIMS MADE 00 OCCUR
OWNER'S. CONTllACTOR"S I'ROT 102 2 8.7 5 7 6 9
COMPANY
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THIS IS TO CERTIFY THAT THE POUCIES OF INSURANCE USTEO BELOW HAVE BEEN ISSUED TO
INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRA
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLl
EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. UMITS SHOWN MAY HAVE BEEN REDUCE
TYPE OF INSURANCE POUCY NUMBER
~OMO.ll.E UA81UTY
I~ ::::::0 AUTOS
X SCHEDUlED AUTOS
; : X HIRED AUTOS
IR NON-OWNED AUTOS
I! GARAGE UAaIUTY
! ! ANY AUTO
! I
n
1036929037
LIMITS
GENERAL AGGREGATE .2 000 000
PRODUCTS - CQMPIOP AGG 01 000 000
PERSONAL & ADV INJURY .1 000 000 I
EACH OCCURRENce .1 000 000
FIRE DAMAGE (Any one tire' 50 000
MEn EXP (Any OM l*soN . 5 000
COMBINED $INGt.E UMIT Sl 000,000
BeDll Y INJURY .
rp. person)
BoelL Y INJURY Is
cp., acddenll
PROPERTY DAMAGE
I EXCESS UABIUTY
Lj;J UMBRElLA FORM
n OTHER TKAN UM8Ra.1.A FORM
I WORKERS COMPENSATION AND
EMPlOYERS' UABIUTY
THE PROPfUETOR/
PARTNERSJEXECUTlVE
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OTHER TMAN AUTO ONt Y:
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EACH OCCURRENCE .3 0 0 0 , 00 0
AGGREGATE s3, 000,000
S.I.R. . 10 000
STATUTORY UMrTS
EACH ACCICENT .
DISEASE - POUCY UMrT .
DISEASE. EACH EMPLOYEE
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THE
300
SAN
CITY OF SAN BERNARDINO
NORTH "D" STREET
BERNARDINO, CA 92418-0001
sp-lO
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~nlml'w. GENElW.UAIlUTY
!WED INSUS): . .
-
-
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-
POl.x:Y 1UIIlER:- J n
. THIS ENDORSEMENT CHANGES THE POLICY. PLEASE READ IT CAREFUllY
ADDITIONAL INSURED ----- OWNERS, LESSEES OR
, CONTRACTORS (FORM B)
ThIs endorsement modIfles Insurance provided under the following:
COMMERCIAL GENERAL LlABIUlY COVERAGE PARr - OCCURRENCE
SCHEDULE
NAME OF PERSON OR ORGANIZATION:
CITY OF SAN BERNARDINO
PUBLIC WORKS/ENGINEERING ,t
300 NORTH "n" STREET
SAN BERNARDINO, CA 92418-0001
(j&
(Ifno entIy appears above. Information required to complete this endorsement will be shown In the
Declaratlons as applicable to this endorsement.)
WHO IS AN INSURED (Section m Is amended to Include as an Insured the person or organization shown
In the Schedule. but only with respect to liabl11ty artslng out of "your wor~ for that Insured by or for you.
/J()..f::e / _.J ~~, t:I
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CG20 10 1185
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A ~cl,.r .L
"(,( cfl/f
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Authorized Representative for
CNA Insurance Group
Golden Eagle Insurance Company
.
-----~-------
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98 .217
SECTION 6
6-1 GENERAL
6-1.01 INCREASED OR DECREASED OUANTITIES If the total pay
quantity of any item of work, subject to the provisions in Section
3-2.2.1, "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
3-1.2.1 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 than $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 perfor-
mance of 75 percent of the Engineer's Estimate of the quantity at
the original contract unit price.
6-1.02 SOUND CONTROL REOUIREMENTS
comply with Chapter 8.54 of the City of
Code and these Special provisions.
Sound control shall
San Bernardino Municipal
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.
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6-1.03 PERMITS AND LICENSE -- The Contractor shall obtain a
city Business Registration, prior to the execution of the contract.
6-1.04 EXTRA WORK -- Any extra work done shall conform to the
provisions of Section 3.3, "Extra Work", of the Standard Specifica-
tions, subject to the restrictions of section 20452 and 20455 of the
Public Contract Code. However, equipment rental rates shall conform
to State of California Business and Transportation Agency,
Department of Transportation, Division of Construction, "LABOR AND
EQUIPMENT RENTAL RATES", latest edition, unless the extra work is
done for a negotiated price.
6-1.05 HOURS OF LABOR -- In the event that the Engineer is
required by the Contractor's operations to work more than forty (40)
hours in any given week, or on any Saturday, Sunday, or Holiday, in
the setting of Lines and Grades or performing inspections, the
Contractor shall pay an amount to the city equal to one-and-a-ha1f
(1-1/2) times the Engineer's normal wages and fringe benefits. Such
amount shall be deducted from the next progress payments.
Designated legal Holidays are; January 1st, the third Monday
in January, the last Monday in May, July 4th, the first Monday in
September, November 11th, Thanksgiving Day, and December 25th. When
a designated legal holiday falls on a Sunday, the following Monday
shall be a designated legal holiday. When November 11th falls on a
Saturday, the preceding Friday shall be designated a legal holiday.
6-1.06 PAYMENTS -- Attention is directed to section 9-3, "Pay-
ments", 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
Construction Engineer (City) prior to the release of final payment
and/ or bonds.
6-1.07 PROJECT APPEARANCE
neat appearance to the work.
The contractor shall maintain a
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.
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98 .217
6-1. 08 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.
Full compensation for conforming to the requirements of section
6 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.
6-1.09 ATTORNEYS' FEES -- 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 attorneys' 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 attorneys' fees for the purposes of this Agreement.
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96 .217
SECTION 7
7-1 UTILITIES
7-1.01 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.
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' agencies'
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:
1. SOUTHERN CALIFORNIA EDISON COMPANY
287 Tennessee Street
Redlands, CA 92373
Phone: (909) 307-6759
Attn: Ben Murguia
2. SOUTHERN CALIFORNIA GAS COMPANY
1981 West Lugonia Avenue
Redlands, CA 92373
Phone: (909) 335-7716
3 . COMCAST CABLE
1205 South Dupont Avenue
Ontario, CA 91761-1536
Attn: Rogelio Rawlins
Phone: (909) 988-2985
Attn: Jack Hays
4. SAN BERNARDINO MUNICIPAL WATER DEPARTMENT
300 North "0" Street
San Bernardino, CA 92841
Phone: (909) 384-5405
Attn: Ellis Williams
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GENERAL TELEPHONE COMPANY OF CALIFORNIA
1500 Crafton Avenue, Bldg. 125
Box 1-18
Mentone, CA 92359
Phone: (909) 794-8213
Attn: Chuck Austin
6.
PACIFIC BELL COMPANY
Right-of-Way Agent
3939 E. Coronado street, 2nd Floor
Anaheim, CA 92807
Phone: (714) 999-5454
Attn: Larry Todd
7.
AT & T
Cable Protection supervisor
455 W. 2nd street, Room 200
San Bernardino, CA 92401-1525
Phone:
Attn:
8.
u.s. SPRINT COMMUNICATIONS
Attn: outside Plant Engineering
282 South Sycamore street
Ria1to, CA 92376
9.
Phone: (909) 874-7450
MCI TELECOMMUNICATIONS CORP.
Pacific Division
Attn: Jim Yoder
157 S. Lilac Avenue
Ria1to, CA 92376
Attn: Lynn Durrett
Phone: (909) 421-5003
Attn: Jim Yoder
10.
Caretaker: INLAND VALLEY DEVELOPMENT AGENCY
294 South Leland Norton Way
San Bernardino, CA 92408
Phone: (909) 885-4832
Attn: Alex Estrada
Phone: (909) 387-2800
Attn: Kenneth C. Eke
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11. CITY OF RIVERSIDE
PUBLIC UTILITIES DEPARTMENT
WATER DIVISION
3900 Main Street
Riverside, CA 92522
Phone: (909)
12. G.S.T.
521 W. Rialto Avenue
Ria1to, CA 92376
Attn: Ben Wong
Phone: (909) 875-0609
Attn: Donald "Skip" Jones
7-1.02 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.
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SECTION 8
8-1 DESCRIPTION OF WORK
8-1.01 DESCRIPTION The work to be done consists, in
general, of performing clearing and grubbing, excavation in
preparation of street pavement, placing aggregate base material and
asphalt concrete, installing and relocating street sign, installing
pedestrian signals and pedestrian push buttons, installing conduit,
pull boxes, conductors, installing traffic signal standards, traffic
signal heads, installing auditory pedestrian signal, and such other
items or details, not mentioned above, that are required by the
Plans, Standard Specifications, and these Special provisions shall
be performed, placed, constructed or installed.
8-1.02 ORDER OF WORK The first order of work shall be to
place the order for the traffic signal equipment. 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 work shall be considered second order of work.
8-1.03 CLEAN UP AND DUST CONTROL -- Clean
shall conform to provisions in section 7-8.1,
Control", of the Standard Specifications.
up and dust control
"Clean Up and Dust
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.
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SECTION 9
9-1 TRAFFIC
9-1.01 GENERAL -- Attention is directed to section 7-10,
"Public convenience and Safety", of the Standard Specifications for
Public Works Construction, 1997 Edition and these Special
Provisions.
Warning signs, lights, and devices for use in performance of
work upon highways shall conform to the "Manual of Traffic
Controls", 1990 Edition, published by the State of California, and
the "Work Area Traffic Control Handbook", 1990 Edition, adopted by
the City of San Bernardino, California.
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
whenever possible and as directed by the Engineer.
The full width of the traveled way shall be open for use by
public traffic on Saturdays, Sundays, and designated legal holidays,
after 3: 00 p. m. on Fridays and the day preceding designated legal
holidays, and when construction operations are not actively in
progress on working days.
Personal vehicles of the Contractor's employees shall not be
parked on the traveled way at any time.
The Contractor shall notify local authorities of his intent to
begin work at least five (5) days before work is begun. The
Contractor shall cooperate with local authorities relative to
handling traffic through the area and shall make his own arrange-
ments relative to keeping the working area clear of parked vehicles.
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 five (5) days prior to commencement
of work. This notification shall explain the sequence of work and
indicate any restrictions of 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.
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All temporary traffic striping shall be done by the Contractor.
Also place temporary tape on all crosswalks.
9-1. 02
priate signs
Engineer.
TURN RESTRICTIONS -- The Contractor shall post appro-
restricting turns when directed to do so by the
9-1.03 PARKING RESTRICTIONS Unless otherwise provided
herein, the Contractor may post temporary "NO PARKING" signs within
the area of work as required to facilitate construction operations,
subject to approval of the Engineer.
9-1.04 TRAFFIC LANES -- Traffic lanes shall have a minimum
width of 10 feet. 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 Resident Engineer.
9-1. 05 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.
The Contractor shall furnish, install, and upon completion of
the work, remove all signs and warning devices required for
directing, protecting, and detouring the public during construction.
Emergency vehicles shall be permitted access at all times to
any street.
9-1.06 PAYMENT Full compensation for furnishing and
installing signs, lights, flares, barricades and other traffic
control devices necessary to expedite passage of public traffic
through the work area shall be considered as included in the prices
paid for the various contract items or work involved, 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 not be
adopted until approved in writing by the Engineer.
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SECTION 11
11-1 CLEARING AND GRUBBING
UNCLASSIFIED EXCAVATION AND UNCLASSIFIED FILL
11-1.01 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.
The following items shall be classified as clearing and
grubbing:
1. Remove asphalt concrete pavement, including saw cutting,
as shown on the Plans.
2. Remove and restore chain link fence, as shown on the Plan,
and as directed by the Engineer.
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 curbs,
gutters, cross gutter and apron, sidewalk, driveways, 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.
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Subgrade for asphalt concrete shall be compacted to a relative
densi ty of not less than 95%, for a depth of not less than 0.50
feet.
Outside the traveled way, in areas to receive concrete shall be
compacted to a relative density of not less than 90%.
11-1.02 PAYMENT The lump sum price paid for "Clearing and
Grubbing, Unclassified Excavation and "Unclassified Fill", shall be
considered as full compensation for doing all the work involved in
clearing and grubbing, unclassified excavation and unclassified
fill, and no additional compensation will be allowed therefor.
Cost of compaction testing ordered by the Engineer shall be
paid for in the following manner:
1. Test 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.
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SECTION 12 THROUGH SECTION 13
BLANK
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98 .217
SECTION 14
14-1
ASPHALT CONCRETE
14-1. 01 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.
Class and grade of asphalt concrete shall be C2-AR-4000.
14-1.02 PAYMENT The contract unit price paid per ton for
"Asphalt Concrete", and per linear foot for "8" Asphalt Concrete
Dike" , shall include full compensation for doing all the work
involved in placing material, complete in place, as designated on
the Plans, and as directed by the Engineer, and no additional or
separate compensation will be allowed therefor.
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98 .217
SECTION 15
15-1
AGGREGATE BASE
15-1. 01 GENERAL Aggregate base shall comply with
requirements of section 200-2, "Untreated Base Materials", and
Section 301-2, "Untreated Base", of the Standard Specifications and
these Special provisions for crushed aggregate base.
Crushed rock for aggregate base shall be 3/4 inch.
15-1.02 PAYMENT The contract unit price paid per ton for
"aggregate base" shall include full compensation for doing all the
work involved in preparing the subgrade and placing material as
shown on the Plans and as directed by the Engineer, and no
additional compensation will be allowed therefor.
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90 ,217
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,
Handicap Ramp Depresions 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 PAYMENT The contract unit bid price paid per
linear foot or square foot for "curb, Gutter, Cross Gutter and
Aprons", shall include full compensation for doing all the work
involved in constructing the curb, gutter, cross gutter and aprons,
as shown on the Plans, and as directed by the Engineer, and no
additional compensation will be allowed therefor.
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SECTION 17 THROUGH SECTION 19
BLANK
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20-1 TRAFFIC STRIPES AND PAVEMENT MARKING
AND RAISED PAVEMENT MARKERS
20-1. 01 GENERAL -- Applying traffic striping and pavement
markings shall conform to the requirements of section 310-5.6,
"Painting Traffic striping, Pavement Markings, and CUrb Markings",
of the Standard Specifications and these Special Provisions.
Paint shall conform to the requirements of section 210-1,
"Paint", of the Standard Specifications. 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.
Two coats of paint shall be required for all traffic striping,
and curb markings.
Paint for crosswalks and pavement markings shall conform to the
requirements of section 210-1. 6.2, "Thermoplastic Paint", of the
Standard Specifications.
Raised pavement markers (RPM's) shall be Stimsonite-Low Profile
No. 953A (yellow) and No. 953B (clear white) or approved equal.
20-1. 02 PAYMENT -- The lump sum price paid for "Traffic
Stripes, Pavement Markings, and Raised Pavement Markers", shall
include full compensation for furnishing all labor, materials, and
for doing all work involved in the installation of the pavement
striping and markings, and raised pavement markers, as shown on the
Plans and as directed by the Engineer, and no additional
compensation will be allowed therefor.
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SECTION 21 THROUGH SECTION 22
BLANK
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SECTION 23
23-1 ROADSIDE SIGNS AND POSTS
23-1. 01 GENERAL Relocation of signs and new roadside
signs on single/double posts shall be installed at the locations
shown on the Plan, or where directed 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.
Roadside signs on double posts, shall
accordance with the State of California,
Transportation, Standard Plan RS1 and/or RS2, "Road
installation, "Detail No.1 and/or No.2", and/or as
Engineer.
be installed in
Department of
Signs", typical
directed by the
23-1.02 PAYMENT The contract unit price paid per each for
"Relocate Roadside Signs on single Post", "Install Roadside Sign on
Single Post", and "Relocate Roadside Sign on Double Post", shall
include full compensation for furnishing all labor, materials,
tools, equipment and incidentals for doing all work involved in
installing new and/or relocating roadside signs on single or double
posts, 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.
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98 217
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 JUly,
1992, and the California Standard Plans, dated July 2, 1992, and
these Special Provisions.
Traffic signal work is to be performed at the following
location:
TIPPECANOE AVENUE AND CENTRAL AVENUE/PALM MEADOW DRIVE
24-1. 02 EOUIPMENT LIST AND DRAWINGS 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)
(f) Block circuit diagram
(g) Geographical layout of components
(h) Schematic diagram
(i) List of replaceable component parts with stock numbers
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98 21'7
24-1.03 FOUNDATIONS
provisions in section 86-2.03,
specifications, and these Special
Foundations shall conform to the
"Foundations", of the Standard
Provisions.
Portland Cement Concrete shall conform to section 90-10, "Minor
Concrete", of the Standard Specifications and shall contain not less
than 470 pounds of cement per cubic yard, except concrete for
reinforced pile foundations shall contain not less than 564 pounds
of cement per cubic yard.
24-1.04 STANDARDS. STEEL PEDESTALS AND POSTS 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
provisions in
Specifications
PULL BOXES Pull boxes shall conform to the
section 86-2.06, "Pull Boxes". of the Standard
and these Special Provisions.
Plastic pull boxes will not be allowed.
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98 217
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-213.
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:
TIPPECANOE AVENUE AND CENTRAL AVENUE/PALM MEADOWS DRIVE
The Type 170E Controller Assembly consisting of a Model 170E
controller unit with program module, completely wired Model 332
controller cabinet, Model 22C 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
consisting of 1 Model 400 Modem, 1 Model 412 AZ
2-64K SRAM chips (Dallas DS-1225) and 1-27256
chip and C-2 Connector.
controller package
with extended memory
blank program EPROM
SP-34
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98 217
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
qualified to work on the controller and employed by the
manufacturer, or his representative, present at the
equipment is turned on.
technician
controller
time the
24-1. 09 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 Avenue, 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 prior 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.
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98 217
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.
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.
24-1.10
provisions in
specifications
DETECTORS
Section 86-5,
and these Special
Detectors shall conform to the
"Detectors", of the Standard
Provisions.
Loop wire shall be Type 1.
Loop detector lead-in shall be Type C.
Residue resulting from slot cutting operations shall not be
permitted to flow across shoulders or lanes occupied by public
traffic and shall be removed from the pavement surface.
Slots shall be filled with elastomeric sealant or asphaltic
emulsion sealant.
Slots in asphalt concrete pavement shall be filled with
asphaltic concrete sealant as follows:
After conductors are installed in the slots cut in the
pavement, paint binder shall be applied to all vertical
surfaces of slots in accordance with the provisions in section
39-4.02, "Prime Coat and Paint Binder", of the Standard
Specifications.
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98 217
Temperature of sealant material during installation shall
be above 70oF. Sealant placed in the slots shall be compacted
by use of an B-inch diameter by liB-inch thick steel hand
roller or other tool approved by the Engineer. Compacted
conductor coverage shall be one inch. Excess sealant remaining
after rolling shall not be reused. On completion of rolling,
traffic sill be permitted to travel over the sealant.
The Contractor shall test the detectors with a motor-drive
cycle, as defined in the California Vehicle Code, that is licensed
for street use by the Department of Motor Vehicles of the State of
California. The unladen weight of the vehicle shall not exceed 220
pounds and the engine displacement shall not exceed 100 cubic
centimeters. Special features, components or vehicles designed to
activate the detector will not be permitted. The Contractor shall
provide an operator who shall drive the motor-driven cycle through
the response or detection area of the detector at not less than 3
miles per hour nor more than 7 miles per hour. The detector shall
provide an indication in response to this test.
24-1.11 VEHICLE SIGNAL FACES Vehicle signal faces shall
conform to the provisions in Section B6-4, "Traffic Signal Faces
and Fittings", of the Standard Specifications and these Special
Provisions.
Mast arm and arrow signal heads shall have 12" lenses.
mounted signal heads shall have 12" lenses.
Pole
All lamps for traffic signal units shall be furnished by the
Contractor.
Signal section housings shall be metal type and backplates
shall be metal louvered type.
24-1.lla RED OPTICAL UNITS Red optical units shall be
illuminated with the latest "LED" technology. Use red as opposed to
clear lenses. LED clusters shall not be used in arrow sections.
24-1. 12
Type "A".
PEDESTRIAN SIGNALS
Pedestrian signals shall be
Theaudible pedestrian signal 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
circuit) shall be generated from the field conductors to the
associated pedestrian signal head.
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98 217
Audio output shall be adjustable. Additionally, audio output
may be adjusting, from an 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:
l15V AC +/- 25%, 60 Hz, 3 watts
-20 degrees C temperature range
90/DB watts at 1 meter (max) output
24-1.13 PEDESTRIAN PUSH BUTTON
housings shall be the metal type.
Pedestrian push button
Pedestrian push buttons shall be Type "B".
24-l.l3A 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 housings 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 precl.sl.on type,
single pole, single throw, expandable to three poles, single throw
operation, having pressure type terminals, rated at l20vac, and
capable of lXl06 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,
temperproof, 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 1/2" above bezel of the switch housing,
and 2" in diameter.
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gS 217
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.
24-1.14
provisions
Luminaires",
Provisions.
LUMINAIRES Luminaires shall conform to the
in Section 86-6.01, "High-Intensity Discharge
of the Standard Specifications and these Special
All luminaires 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
of 3.0 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 lumina ire parts, and
(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 lumina ire parts.
24-1.15 SPREAD SPECTRUM RADIO INTERCONNECT
spectrum radio interconnect shall consist of installing
antennas and interface units where shown on the plans
directed by the Engineer.
Spread spectrum radio shall operate with Model 170 masters and
local controllers. The operation of the radios shall be transparent
to the system (Le., fully capable of operating with the
communications protocol required by the signal controller
equipment) . The spread spectrum radio vendor shall verify the
transparent nature of its radios with signal equipment vendor prior
to installation by the Contractor and acceptance by the City. The
spread spectrum radio vendor shall also submit a user list or
references to the Contractor, to be reviewed by the Engineer.
Spread
cables,
and as
It shall be the responsibility of the Contractor to provide a
totally functioning system including repeater operation, proper
operation with the Model 170 system firmware and communications
interface.
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98 21'7
24-1.16 INSTALLATION The Contractor shall install master
and slave radios in the controller cabinet at the locations shown on
the Plans. The antenna for the radios shall be installed by the
Contractor on a signal pole as shown on the Plans and as determined
in cooperation with the Engineer and the manufacturer. All cabling
and connections from the radios to the antennas shall be installed
by the Contractor in coordination with the Engineer.
24-1.17 RADIOS Spread spectrum radios shall be Cylink
corporation Airlink Model 64MPET, and shall meet FCC Part 15.247
requirements for unlicensed use, and shall operate with a
communication protocol that is transparent to the traffic control
equipment (Le., the radio shall be compatible with the traffic
signal control equipment communications protocol). The radios shall
be able to function as either a master or a slave, and use direct
sequence to spread the radio frequency (RF) carrier. The radios
shall be encased in a hardened unit and meet the National Electrical
Manufacturer's Association (NEMA) TS-l environmental standards for
traffic signal equipment. All radios supplied by the Contractor
shall be from a single manufacturer.
Other features to be provided in the radio are as follows:
Data Interface
Slaves
Power Requirements
Post June 23, 1994 Compliant
Spread Spectrum
Direct Sequence
5 miles minimum
902-928 MHz
User Programmable by dip switch
1.22 to 19.2 Synchronous
.5 to 19.2 Asynchronous
Point to Point, or
Point to Multipoint
1 mw to 800 mw user selectable
by dip switch
RS232
Unlimited
120VAC, 60Hz
FCC Part 15 certified
Modulation Type
Spreading Type
Range
Frequency Range
Channel Selection
Data Rate
Mode
Output Power
24-1.18 LIGHTING PROTECTOR The lighting protector shall
be polyphaser IS-50NX-C2 or equal, and mounted in locations detailed
on plans. Locations in cabinet to be determined by the Engineer.
24-1.19
directional
system. The
ANTENNAS -- Antennas shall
antennas compatible with the
Contractor shall be responsible
be omni-directional or
spread spectrum radio
for selection and
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98 217
installation of the proper antennas for the system. The following
are the minimum requirements for antennas:
Antenna Gain
Antenna Port
Impedance
omni Directional - 7dBi
Directional Yagi - 15dBi
N-Type Female
50 Ohms
Omni-directional antennas shall be capable of transmitting or
receiving signals from all directions in a horizontal plane, with
equal power in each direction.
Directional antennas shall be Yagi antennas, connected with
coaxial cable to the radios.
24-1. 20 CABLE AND CONNECTIONS Cabling and connections
shall be RG8/U and Cablewave Model FLC-12-505 1/2" RF-Flex or equal,
and shall meet or exceed the following specifications:
Impedance
Attenuation
Core Insulation
Outer Diameter
Shield
Outer Jacket
Impedance
Attenuation
Core Insulation
Outer Jacket
Outer Diameter
Connector
RG8/U
50 Ohm
4.2 dB/100 ft. @ 900 MHz
Semi-solid polyethylene core
.405 inches outer diameter
100% shield coverage, 90% tinned copper
Black PVC, UV Protected
Cablewave FLC-12-505 or equal
50 Ohm
2.3dB/100 ft. @ 900 MHz
Foam Core
Black Polyethylene
.640 inches maximum
N-Male Cablewave #738802 or equal
The cables shall be suitable for installation in underground
locations susceptible to moisture.
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98 ?17
24-1.21 MAINTENANCE AND SERVICE MANUAL This manual shall
be assembled in volumes of 3D-ring binders of 3" maximum thickness
and shall be indexed item by item. Several items may be covered in
a single binder. The manual shall document in detail the
maintenance and service aspects of the equipment on an item by item
basis with clearly detailed illustrations including schematic
diagrams. The manual shall contain comprehensive lists of parts and
costs, with illustrations if necessary, as well as a troubleshooting
guide to enable City teChnicians, or others to carry out maintenance
operations down to the module level. The Contractor shall furnish
one manual.
24-1. 22 INSTALIATION AND OPERATION MANUAL This manual
shall be assembled in volumes of 3D-ring binders of 3" maximum
thickness and shall be indexed item by item. Several items may be
covered in a single binder. The manual shall document in detail the
installation and operation of the equipment on the item-by-item
basis with clearly detailed illustrations. The Contractor shall
furnish one manual.
All modifications to standard equipment must be documented.
The Contractor
documentation in the
manufacturer.
is responsible
event that it
for
is
generating the
not available
desired
from the
24-1.23 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" L.C.
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.
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98 ?17
Sign panels shall be .063 gauge 5052H38 aluminum with chromate
conversion coating as per Caltrans specifications. Sign frames
shall be construction of 6061T6 aluminum channel: 1 1/4" X 1 1/4" X
1/8" . The frame shall be welded on all four corners. 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-43
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~18 ?17
AGRBBMBNT
CXTY OF SAN BBRNARDXNO
THIS AGREEMENT is made and concluded this day
of , 1998, between the city of San Bernardino
(hereinafter "City"), and
(hereinafter "Contractor").
1. For and in consideration of the payments and agreements
hereinafter mentioned, to be made and performed by the City, and
under the conditions expressed in the bond as deposited with the
city, receipt of which is hereby acknowledged, Contractor agrees with
the City, at Contractor's own proper cost and expense in the Special
provisions to be furnished by the City, necessary to complete in good
workmanlike and substantial manner the
TRAFFXC SXGNAL XMPROVEMBNTS
AT
TXPPBCANOB AVENUB AND CBNTRAL AVENUB/PALM MEADOWS DRIVE
in strict conformity with Plans and Special provisions No. 9647. and
also in accordance with Standard Specifications for Public Works/Con-
struction, 1997 Edition, City of San Bernardino, Department of
Public Works/Engineering Division, on file in the Office of the City
Engineer, which said Special Provisions, and Standard Specifications
are hereby especially referred to an 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 obstruc-
tions 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.
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 dis-
crimination against or segregation of, any person or group of persons
on account of race, color, creed, religion, sex, marital status,
national origin, or ancestry in the performance of this contract, nor
shall the Contractor or any person claiming under or through him or
her, establish or permit any such practice or practices of discrimi-
nation or segregation with reference to the selection of subcontrac-
tors, vendees, or employees in the performance of this contract.
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98
?'7
. 1
.
AGREEMENT :
TRAFFIC SIGNAL IMPROVEMENTS AT TIPPECANOE AVENUE AND
CENTRAL AVENUE/PALl( MEADOW DRIVE
3. 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 here-
by 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.
4. 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 or proposal of said Contractor, then this in-
strument shall control and nothing herein shall be considered as an
acceptance of said terms of said proposal 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:
~[k.Jt C~Cj0~ ~~Y:
~~
TITLE: lUAliO
MAILING ADDRESS:
::"1~4 '[I-".... G.~
nnJ)~ CA Cp-80J
{cA-i-~
DITH VALLES, Mayor
1ty of San Bernardino
ATTEST:
~,j h. C~
RACH CLARK, City Clerk
PHONE NO.: ( 71 If ) t (P 1-=-1645
APPROVED AS TO FORM
AND LEGAL CONTENT:
JAMES F. PENMAN, city Attorney
BY: t~ 1 I&~
o '
"
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