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CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
From: Michael E. Hays, Director Subject: Authorization to Lower Speed Limit from
Fifty (50) to Forty-five (45) M.P.H. on 5th
Dept: Development Services Street between Del Rosa Drive and
O ~W Victoria Avenue.
Date: January II, 2000 ~ (Q) U
File No. 13.1R2
Synopsis of Previous Council Action: MCC Vate: l'eDruary l.1., ;,muu
9-2-1981-MC 93 adopted establishing a fifty- (50) mile per hour speed limit on 5th Street
between one hundred seventy-seven (177) feet east of Lankershim Avenue and Victoria Avenue.
2- 7-2000 - Continued to February 22, 2000 to determine if 45 m.p.h. speed zone will be
enforceable
Recommended Motion:
Adopt Ordinance
~t2t1~
Michael E. ys
C ta t Anwar Wagdy, Traffic Engineer
on c person:
Supporting data attached: Eng. Survey, Manual Excerpt
Phone:
5213
Ward:
I
FUNDING REQUIREMENTS: Amount: $ 800.00
Source: (Acct. No.) 001-307-5111
(Ar.r.t nA~r.riptinn) Signing & Striping Materials
Finance:
Council Notes:
Agenda Item No. 3...'?>
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CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
STAFF REPORT
Subiect:
Authorization to Lower Speed Limit from Fifty (50) to Forty-five (45) M.P.H. on 5th Street between
Del Rosa Drive and Victoria Avenue.
Backlrround:
The City received a request from the City of Highland to evaluate the speed limits on 5th Street in
the area generally located between Del Rosa Drive and Victoria Avenue. The Cities of San
Bernardino and Highland share jurisdiction in this section of 5th Street per the attached drawing.
The City of Highland requested this evaluation in response to complaints regarding the differing
speed limits in this area. The City of Highland posted a forty-five (4S) mile per hour speed limit
within their jurisdiction, while the City of San Bernardino has a fifty (SO) mile per hour speed
limit posted in an area within these limits. Other segments of this section of Sth Street are
unposted allowing for a maximum speed limit of fifty-five (55) miles per hour. This adds to the
driver's confusion in this area.
The City of San Bernardino last surveyed this area of 5th Street in July of 1996. Consequently,
the posted speed limit is still valid under the state mandated five-year cycle for surveying speed
limits. The surveys taken at that time measured the critical speeds at fifty-four (54) miles per
hour, making the posted fifty (SO) mile per hour speed limit appropriate within this area.
However, due to the confusion created by the City of Highland's adjacent speed limits, it is
recommended that the City of San Bernardino adopt a forty-five (4S) mile per hour speed limit to
be consistent with the adjacent speed limits of the City of Highland.
This item was continued from the February 7, 2000 City Council meeting to determine if the
recommended forty-five (4S) mile per hour speed limit will be legally enforceable, since it is
lower than the critical speed. Speed zones are more often established at the first, even, five mile
increment below the critical speed.
City Attorney and Engineering Staff met and it was confirmed that the recommended speed limit
is enforceable. It was also agreed that the justification for the recommended speed zone will be
attached to the .. Request for Council Action". Consequently, attached is the engineering and
traffic survey justifying the forty-five (45) mile per hour speed limit as well as an excerpt from
the 1996 version of the Caltrans Traffic Manual regarding procedures for establishing/changing
speed zones.
Financial Imoact:
The estimated cost of $ 800.00 for the installation of the speed limit signs will conie from
general fund Account No. 001-307-5111 (Signing and Striping Materials). This action is
considered routine and there will be no major impact to the account.
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Recommendation:
Adopt Ordinance establishing a forty-five (45) M.P.H. speed limit within the unposted areas and
lower the speed limit in the posted areas from fifty (50) to forty-five (45) miles per hour, allan
the section of 5th Street between Del Rosa Drive and two hundred (200) feet east of Victoria
Avenue.
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C I T Y
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SAN
BBRNARDINO
PUBLIC WORXS/BNGIHBBRING
TRA-.-.IC BNGIHBBRING SHCTION
BNGIHBBRING AND TRA-.-.IC SURVEY
Street Name. 5th Street Date..3:.../ ~/ 00
Limits. Del Rosa Drive to 200 ft. eto Victoria A'Length (Mi.) 1.46
Existing Speed Limit: 50-55 m.p.hproposed Speed Limit. 45 m.p.h
Prevailing Speeds
Surv. Date 85th Pcnt!. AVQ. Sod. Pace Sods.
.
A. 7-1-96 53.8 m.p.h. 49.2 m.p.h. 45-54 m.p.h.
B. 7-1-96 54.0 m.p.h. 47.5 m.p.h. 41-50 m.p.h.
C.
D.
E.
Averages 53.9 m.p.h. 48.4 m.p.h.
The foregoing data were collected according to the methodology
for Engineering and Traffic Surveys prescribed in Section
8-03.3(B) (2) (c) of the Traffic Manual of the Department of
Transportation of the State of California. Measurements were made
by means of a radar device under conditions designed to determine
the actual speed of unimpeded traffic. Such conditions included,
without limitation, the absence of concentrated law enforcement or
other activity just prior to or while taking the speed
measurements that might alter the speed of traffic; the selection
of location(s) is/are representative of the entire speed zone; the
absence of inclement or unusual weather conditions; and the
inconspicuous placement of the surveyor and his/her equipment to
enable traffic to be accurately surveyed in both directions.
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. Page 2
Street Hamel 5th Street Datel 2 /..!...1/!!!!-
Limits I Del Rosa Drive to 200 ft. elo Victoria Avenue
Accident Records
Period of Study. From 1-1-97 to 9-30-99
Total Accidents. 25 Intersection. 23
Accident Rate Per Million Vehicle Miles
Midblock. 2
1.87
Roadway Characteristics
Location
@ Sterling Av.
WB @ Sterling Av.
Traffic Volumes
Count Location
8,700 @ Victoria Av.
4,600 EB @ Victoria Av.
Count
9,300
4,500
Road Description. 2 lane each direction from Del Rosa Drive to Sterling
Avenue and one lane in each direction from Sterling Av. to Victoria Ave.
Roadside Conditions. Scattered houses and commercial busisenesses,
many areas undeveloped.
c
Page 3
Street Hame. 5th Street
Date. 2 I..!.! fO~
Limits. Del Rosa Drive to 200 ft. eta Victoria Avenue
Highway Characteristics
Length: 1.46 Mi.
Width: 36-68 Ft.
Median: Yes No X
-
Painted Raised_
width Ft.
Geometries:
CUrvelinear
Straight~
Access:
Intersections: 9
Driveways:
School Zone: None
Other:
Traffic Characteristics
Volume: 9.100
Number School
Crosswalks 0
Pedestrian Traffic:
Heavy _ School -
Medium
-
Low .x.-
Parking Turnover:
Residential ~
Business X
-
No Parking -
Time Limi t
Other: Scattered business
residential.
Comments:
",,,,..:{$",7
Page 4
Street Name. 5th Street
Date. 2 I~ p~
Limits. Del Rosa Drive to 200 ft. elo Victoria Avenue
Roadside Characteristics
Land Use:
Urban Rural...!-
ResidentialL
Commercial X
-
Industrial -
Comments:
special Conditions
Direct Residential
Access Very little
Horiz. CUrves
Vertical CUrves
Conditions Not
Readily Apparent
to Motorists:
Evaluation: Critical speeds suggest a 50 m.p.h. speed limit. However, the
City of Highland has 45 m.p.h. speed zones posted on both sides of this area.
Consequently, for consistency, the establishment of a 45 m.p.h. speed zone
is recOlmnended.
Recommended Speed Limit: 45 m.p.h.
BY:~/~ ~
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Approved: ~. U~--- Date: 2.- 114- /"2.1.",
ANWAR WAGDY, Traff1c Engineer
--
IlADAIl SPEED _\IE1'
CITY OF SAIl BEIlIlAllDINO
Fifth St At Storllfter Cr
DATE: 7/1196
TIME START: 9:15A.M TIME EIlD: 9:40A.M WEATHER: Clnr
ROAD TYPE: 41.n12Dr
DIRECTlllII: Eut/llUtSFEED LIMIT: 501lPH ZllIIE CODE:
OBSERVER: A. J...I.
CAUBRATlllII TEST: Y..
SFEED FREQUENCY F IOXI AClJIl TOTAl AClJIl X PERCENTAGE uu_
......................................................................10.........5........10........15........20........25...
32 1 32 1 0.9 1-
33 1 33 2 1.9 1-
34 1 34 3 2.8 1-
35 D 0 3 2.8 1*
36 2 n 5 4.7 1***.
37 0 0 5 4.7 ,.
38 3 114 8 7.5 1--
39 1 39 9 8.5 1-
40 I 40 10 9.4 1-
41 5 205 15 . 14.2 lauuauu
42 4 168 19 17.9 IAAAAAAAA
43 6 258 25 23.6 1--
44 6 264 31 29.2 IUUUUUU
45 12 540 43 40.6 IIAAAA14A.44....a.......
46 8 368 51 48.1 I*****aa&&&&aaaaa
47 3 141 54 50.9 1-
48 7 336 61 57.5 ,..............
49 10 490 71 67.0 r....aaaaaa&aaaaaaa.
5D 7 350 78 73.6 1....--
51 I 51 79 74.5 1**
52 3 156 82 77.4 1-
53 4 212 86 81.1 ,_.-
54 4 216 90 84.9 ,..-..
55 4 220 94 88.7 ,...**.**
56 5 280 99 93.4 1******"*.
57 0 0 99 93.4 ,.
58 3 174 102 96.2 1..****
59 0 0 102 96.2 I.
60 I 60 103 97.2 ,..
61 2 122 105 99. I 1****
62 0 0 105 99.1 1*
63 0 O' 105 99.1 ,.
64 0 0 105 99.1 ,.
65 0 0 105 99.1 '*
66 1 66 106 100.0 1**
..-...................................................................10.........5........10.......-15........20........25-..
106 5041
AVERAGE SFEED. 47.5
50th PERCENTILE. 46.6
85th PERCENTILE. 54
90th PERCENTILE. 55.2
95th PERCENTILE. 57.5
PACE. 41 . 50
X IN PACE. 64.1
VEHICLES IN PACE. 68
SAMPLE VARIANCE. 39.31592
STANDARD DEYIATlllII. 6.270241
RANGE 1.5. 66.98113
RANGE 2*S. 94.33962
RANGE 3.5. 100
~~
UDAll SPEED...vEl'
ciTY OF SAIl BE_lID
Fifth St E..t/O Loll. St
DATE: 7/1/96
TillE STAllT: 1:45A." TillE EIII: 9:1DA." ~THER: Cleor
IlCWl TYPE: ZLnI2Dr
DIRECTION: E..t/IIHtSPEED LI"IT: 5OII'H ZONE CODE:
OBSERVER: A. J..ol.
CALIBRATION TEST: Yeo
SPEED FRECllJEIICY FI*XI ACIJl TOTAL ACIJl X PERCENTAGE IREAICIKMI
....------------------------------------.-----------------------------10---------5--------10--------15--.-----20--------25---
31 1 31 1 0.9 1**
39 2 71 3 2.7 ,-
40 6 240 9 1.0 l.uu.uu.l.u
41 3 123 12 10.6 I""'.
42 1 42 13 11.5 I"
43 1 43 14 12.4 ,..
44 4 176 18 15.9 1.-
45 I 360 26 23.0 P,UAUU.LUUU
46 11 506 37 32.7 I.LA.L.L&.~.L.L.L....L.L.L.L.L.L.L.L.L.
47 6 28Z 43 31.1 IUUU.LUU
48 I 384 51 45.1 l*uuuu.uuu
49 7 343 51 51.3 1***"'.....**...-
50 11 550 69 61.1 1*********"uUU&U
51 10 510 79 69.9 '_***..0..0..
52 4 201 13 13.5 ,..-
53 6 311 19 71.1 ,o..u......
54 8 432 97 85.1 I.&uuuuuuu
55 2 110 99 17.6 1-
56 2 112 101 19.4 ,....
57 5 285 106 93.1 ,.......**
58 2 116 108 95.6 ,-
59 0 0 108 95.6 I.
60 I 60 109 96.5 1**
61 1 61 110 97.3 ,..
62 1 62 111 91.2 ,..
63 2 126 113 100.0 ,....
-.-------....-----.------.-.-...-.--..-.---..----------------------.-.10-....----5--------10--------15--------20--..----25---
113 5565
AVERAGE SPEED. 49.2
50th PERCENTILE. 48.7
15th PERCENTILE. 53.1
90th PERCENTILE. 56.1
95th PERCENTILE. 57.6
PACE = 45.. 54
X IN PACE. 69.9
VEHICLES IN PACE. 79
SAMPLE VAll lANCE . 29.43106
STANDARD DEVIATION. 5_425615
RANGE '.S. 13.45133
RANGE 2*S. 95.57522
RANGE 3.S. 100
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Traffic Manual
TRAFFIC REGULATIONS
8-7
1-1l1ll1
11. Speed Trap -
Section 40802(b) provides that prima facie
speed limits established under. Sections
22352(b)(l), 22354, 22357, 22358 and
22358.3 may not be enforced by radar unless
the speed limit has been justified by an
engineering and traffic survey within the last
five years.
Under Section 40802(b) an engineering
and traffic survey is required where
enforcement involves the use of radar or
other electronic speed measuring devices.
Local streets and roads, as defined in Section
40802(b), primarily serving abutting
residential property, are exempt from this
requirement.
. Only one person is required for the field
work. Speeds can be read directly from
a radar meter.
. Devices, other than radar, capable of
accurately distinguishing and measuring
the unimpeded speed of free flowing
vehicles unaffectedbyplatoonmovement
may be used. Special application of
devices other than radar are particularly
appropriate on low volume facilities.
. A location should be selected where
prevailing speeds are representative of
the entire speed zone section. If speeds
vary on a given route, more than one
speed zone section may berequired, with
separate measurements for each section.
Locations for measurements should be
chosen so as to minimize the effects of
traffic signals or stop signs.
. Speed measurements should be taken
during off-peak hours on weekdays. If
there is difficulty in obtaining the desired
quantity, speed measurements may
betaken during any period with free
flowing traffic. The weather should be
fair with no unusual conditions
prevailing. The surveyor and equipment
must not affect the traffic speeds. For
this reason, an unmarked car is
recommended, and the radar speed meter
located as inconspicuously as possible.
The meter should be placed to survey
traffic in both directions, and it should
not make an angle greater than 15 degrees
with the roadway centerline.
. In order for the sample to be
representative of the actual traffic flow,
the minimum sample should be 100
vehicles in each survey. In no case should
the sample contain less than 50 vehicles.
. Short speed zones of less than 0.8 km
should be avoided, except in transition
areas.
B. Engineering and Traffic Surveys
Section 627 of the Vehicle eode defmes the
term engineering and traffic survey and lists its
requirements. Section 627 states: .. An engineering
and traffic survey shall include, among other
requirements deemed necessary by the Department
of Transportation, consideration of all of the
following: prevailing speeds as determined by
traffic engineering measurements; accident
records; and highway , traffic, and roadside
conditions not readily apparent to the driver."
The Engineering and Traffic Survey should
contain sufficient information to document that
the conditions of eve Section 627 have been
complied with and that other conditions not readily
apparent to a motorist are properly identified.
Prevailing speeds are determined by a speed
zone survey. Guidelines for a speed zone survey
include:
. The intent of the speed measurements is
to determine the actual speed of the
unimpeded traffic. The speed of traffic
should not be altered by concentrated
law enforcement, or other means, just
prior to, or while taking the speed
measurements.
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8-8
1.1916
TRAFFIC REGULAnONS
Traffic Manual
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Figure 8-1A
SPEED ZONE SURVEY SHEET
.. _fIT.
REMARKS
OPEN SCATTERED BUSINESS
_I Remove
END 40 IIP1t SIgn 1 END 25I1P1tR3S17
...TO~ , ,/
.=-~J ~ r
25I1P1t SIgn J
-"TIE
DlSfANCIIN METUI . 1 a
. . .
. , 30 1 2 , 4 5
.
. , .
. Speed zone changes should be
coordinated with changes in roadway
conditions or roadside development.
. The speed limit normally should be
established at the fIrst fIve mile per hour
increment below the 85 percentile speed.
However, in matching existing conditions
with the traffIc safety needs of the
community, engineeringjudgement may
indicate the need for a further reduction
of fIve miles per hour.
. Speed zoning should be in 10 mile per
hour (16 km/h) increments except in
urban areas where 5 mile per hour (8 km/
h) increments are preferable.
. Speed zoning should be coordinated with
adjacent jurisdictions.
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END~Slgn~ R3
I
W47
SCATTERED RESIDENTIAL
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. Section 22358.5 of the Vehicle Code
states that it is the intent of the Legislature
that physical conditions such as width,
curvature, grade and surface conditions,
or any other condition readily apparent
to the driver, in the absence of other
factors, would not require special
downward speed zoning.
Following are two methods of conducting
engineering and traffIc surveys to be used to
establish or justify prima facie speed limits. These
methods are presented as required by the Vehicle
Code.
1. State Highways - The engineering and
traffic survey for State highways is made
under the direction of the District TraffIc
Engineer. The data shall include:
"
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Traffic Manual
TRAFFIC REGULAnONS
8-9
'I
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1~1991
Figure 8-18
SPEED ZONE SURVEY SHEET
SOUD BUSINESS
SOUD RESlDENTlA SCATTERED RESIDENTIAL
,.. '
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_,:81'>_=_
lolO~
. R3 "
\-::.-
End___
.......-
...wr.-rfOP.".' J ,..._
'IIWf'lC OPIIIAIIDN IlRDOMII
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. City Hall
SPEED ZONE SURVEY
o.r...!!.... co.-IL 1Ift......!L.
ClTl'OItTOMl l..Id
STMITQII ROM ....a
I'lllDllUU20tOlt TOUU7s.00
-=-a: 1.."
~
....,
11~4~.
LEGEND
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LOWDl UBOf'MCI
R1
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r
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no _ un u ___._ __ on_ .__ _
_ .u_ .no. _~ _0_ u
_ ____0 _no .0_
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CIMIN. UllTllGZONII
,. RED ~ MOf'OIID ZONIS
. >> t 2 3 4 5 . 7 . . . t
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a.One copy of the Standard Speed Zone
Survey Sheet (See Figures 8-1 A and 8-1 B)
showing:
. A north arrow.
. Engineer's station or post mileage.
. Limits of the proposed zones.
. Appropriate notations showing type of
roadside development, such as "scattered
business", "solid residential", etc.
Schools adjacent to the highway should
be shown, but other buildings need not
be plotted unless they are a factor in the
speed recommendation or the point of
termination of a speed zone.
. Collision rates for the zones involved.
. Average daily traffic volume.
. Location of traffic signals, signs and
markings.
. If the highway is divided, the limits of
zones for each direction of travel.
. Plotted 85 percentile and pace speeds at
location taken showing speed profile.
b. A report to the District Director shall:
. State the reason for the initiation ofspeed
zone survey.
. Give recommendations and supporting
reasons.
. List the enforcement jurisdictions
involved and the recommendations and
opinions of those officials.
. Give the stationing or mileage at the
beginning and ending of each proposed
zone and any intermediate equations.
Location ties must be given to readily
identifiable physical features.
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CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
From: Michael E. Hays, Director
Subject: Authorization to Lower Speed Limit from
Fifty (50) to Forty-five (45) M.P.H. on 5th
Street between Del Rosa Drive and
Victoria Avenue.
Dept: Development Services
~(Q)~V
Date: January 11, 2000
File No. 13.lRZ
Synopsis of Previous Council Action:
MCC Date: February 7, 2000
9-2-1981-MC 93 adopted establishing a fifty- (50) mile per hour speed limit on 5th Street
between one hundred seventy-seven (177) feet east of Lankershim Avenue and Victoria Avenue.
Recommended Motion:
Adopt Ordinance
f-Rff:M<I!t.~
Contact person: Anwar Wagdy, Traffic Engineer Phone:
Supporting data attached: Staff Report, Map, Ordinance Ward:
5213
1
FUNDING REQUIREMENTS: Amount: $ 800.00
Source: (Acct. No.) 001-307-5111
(A,..r-t n..",..riptinn) Signing & Striping Materials
FinanCe~~};t~L~
Council Notes:
!f3,a,_ev,;!y ;J.h/D'Y 1J1'i
, ,
Agenda Item No.
33
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CITY OF SAN BERNARDINO - REQUEST FOR COUNCIL ACTION
STAFF REPORT
Sublect:
Authorization to Lower Speed Limit from Fifty (SO) to Forty-five (4S) M.P.H. on Sth
Street between Del Rosa Drive and Victoria Avenue.
Back2round:
The City received a request from the City of Highland to evaluate the speed limits
on Sth Street in the area generally located between Del Rosa Drive and Victoria
Avenue. The Cities of San Bernardino and Highland share jurisdiction in this
section of 5th Street per the attached drawing.
The City of Highland requested this evaluation in response to complaints
regarding the differing speed limits in this area. The City of Highland posted a
forty-five (45) mile per hour speed limit within their jurisdiction, while the City of
San Bernardino has a fifty (50) mile per hour speed limit posted in an area within
these limits. Other segments of this section of 5th Street are unposted allowing
for a maximum speed limit of fifty-five (55) miles per hour. This adds to the
driver's confusion in this area.
The City of San Bernardino last surveyed this area of 5th Street in July of 1996.
Consequently, the posted speed limit is still valid under the state mandated seven-
year cycle for surveying speed limits. The surveys taken at that time measured
the critical speeds at fifty-four (54) miles per hour, making the posted fifty (50)
mile per hour speed limit appropriate within this area. However, due to the
confusion created by the City of Highland's adjacent speed limits, it is
recommended that the City of San Bernardino adopt a forty-five (45) mile per
hour speed limit to be consistent with the adjacent speed limits of the City of
Highland.
Financial ImDact:
The estimated cost of $ 800.00 for the installation of the speed limit signs will
come from general fund Account No. 001-307-5111 (Signing and Striping
Materials). This action is considered routine and there will be no major impact to
the account.
Recommendation:
Adopt Ordinance establishing a forty-five (45) M.P.H. speed limit within the unposted
areas and lower the speed limit in the posted areas from fifty (50) to forty-five (45) miles
per hour, all on the section of 5th Street between Del Rosa Drive and two hundred (200)
feet east of Victoria Avenue.
o
sth Street
Proposed 45 m.p.h. Speed Limit Between Del Rosa Drive and Victoria Avenue
)( y. X Location of Proposed 45 m.p.h. Speed Limit
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ORDINANCE OF THE CITY OF SAN BERNARDINO AMENDING CHAPTER
1 10.52 OF THE SAN BERNARDINO MUNICIPAL CODE TO ESTABLISH A
ORTY-FIVE MILE PER HOUR SPEED LIMIT ON FIFTH STREET BETWEEN
2 EL ROSA DRIVE AND TWO-HUNDRED FEET EAST OF VICTORIA AVENUE.
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Ordinance No.
E MAYOR AND COMMON COUNCIL OF THE CITY OF SAN BERNARDINO DO
RDAIN AS FOLLOWS:
Section
10.52.040
of
the
San
Bernardino
unicipal Code is amended to read:
"10.52.040 FORTY-FIVE MILES PER HOUR
In accordance
with
and
to .the
pursuant
authority
of
ections 22357,
22358,
and 22360, of the California Vehicle
ode, the Mayor and Common Council do hereby determine and
eclare upon the basis of an engineering and traffic survey
hat a prima facie speed limit of forty-five miles per hour
hall be established upon the following streets or portions
hereof in the City:
BASE LINE STREET: Between California Street and Medical
Center Drive.
CENTRAL AVENUE: Between Arrowhead Avenue and Tippecanoe
Avenue.
DEL ROSA AVENUE: Between Marshall Boulevard and Thirty-
Ninth Street
FIFTH STREET: Between Del Rosa Drive and two-hundred feet
east of Victoria Avenue.
FORTIETH STREET: Between Kendall Drive and Electric
Avenue; Between Waterman Avenue and Golden Avenue.
FOURTH STREET: Between Tia Juana Street and Mount Vernon
Avenue.
HUNTS LANE: Between Barton Road and Commercial Road.
LITTLE MOUNTAIN DRIVE: Between Twenty-Seventh Street and
Northpark Boulevard.
NINTH STREET: Between Waterman Avenue and a point six
hundred (600) feet east of Preston Street.
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~RD:. AMENDING CHAPTER 10.52 OF SBMC TO ESTABLISH A 45 M.P.H.
SPEED LIMIT ON 5TH ST. BETWEEN DEL ROSA DR. AND VICTORIA AV.
PEPPER AVENUE: Between Randall Avenue and Mill Street.
PINE AVENUE: Between Kendall Drive and Belmont Avenue.
REDLANDS BOULEVARD: Between Gardena Street and the East
City Limits.
RIALTO AVENUE: Between Eucalyptus Avenue and Mount Vernon
Avenue.
SAN BERNARDINO AVENUE: Between Tippecanoe Avenue and
Mountain View Avenue.
TIPPECANOE AVENUE: Between San Bernardino Avenue and
Third Street.
UNIVERSITY PARKWAY: Between Cajon Boulevard and Northpark
Boulevard.
VALENCIA AVENUE: Between Thirtieth Street and Fortieth
Street.
WATERMAN AVENUE: Between Central Avenue and Rialto
Avenue."
SECTION 2. Section 10.52.050 of the San Bernardino
Municipal Code is amended to read:
"10.52.050 FIFTY MILES PER HOUR
In accordance with and pursuant to the authority of
Sections 22357, 22358, and 22360, of the California
Vehicle Code, the Mayor and Common Council do hereby
determine and declare upon the basis of an engineering
and traffic survey that a prima facie speed limit of
fifty miles per hour shall be established upon the
following streets or portions thereof in the City:
HALLMARK PARKWAY: Between University Parkway and Lexington
Parkway
INDUSTRIAL PARKWAY: Between Lexington Parkway and Palm
Avenue.
KENDALL DRIVE: Between Fortieth Street and Palm Avenue.
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'''?'
ORD: AMENDING CHAPTER 10.52 OF SBMC TO ESTABLISH A 45 M.P.H.
1 SPEED LIMIT ON 5TH ST. BETWEEN DEL ROSA DR. AND VICTORIA AV.
NORTHPARK BOULEVARD: Between University Parkway and Little
Mountain Drive.
WATERMAN AVENUE: Between Barton Road and Central Avenue."
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0".
ORD:'AMENDING CHAPTER 10.52 OF SBMC TO ESTABLISH A 45 M.P.H.
SPEED LIMIT ON 5TH ST. BETWEEN DEL ROSA DR. AND VICTORIA AV.
I HEREBY CERTIFY that the foregoing ordinance was duly
adopted by the Mayor and Common Council of the City of San
Bernardino at a
day of
meeting thereof, held on the
, 2000, by the following vote, to-wit:
Council Members:
AYES
NAYS
ABSTAIN
ABSENT
ESTRADA
LIEN
MCGINNIS
SCHNETZ
SUAREZ
ANDERSON
MILLER
Rachel Clark,
The forgoing ordinance is hereby approved this
Ci ty Clerk
day
of
. 2000.
Judith Valles, Mayor
City of San Bernardino
Approved as to form
and legal content:
James F. Penman
City Attorney
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