HomeMy WebLinkAbout6.1 StopSgnBrghtn@CallanGITY OF DUBLIN
AGENDA STATEMENT
City Council Meeting Date: October 30, 1989
SUBJECT:
Public Hearing: Request for STOP Signs on Brighton
Drive at Callan Street
(Presentation by Chris Kinzel, Traffic Engineer)
EXHIBITS ATTACHED:
1) Petition from residents
2) Letter from Kathy Hovore
3) Report from TJKM
4) Resolution prohibiting parking on Brighton Drive
at Callan Street
5) Resolution approving STOP signs on Brighton Drive
at Callan Street
RECOMMENDATION:
1)
4)
5)
Open public hearing
Receive Staff presentation and public comment
Question Staff and the public
Close public hearing and deliberate
Option A (TJKM recommendation): Adopt resolution
prohibiting parking for 54 feet on the south side
of Brighton Drive westerly of Callan Street and 50
feet on the north side of Brighton Drive easterly
of Callan Street and approve implementation of
signing and marking changes 1 through 5 as
described in the agenda statement.
OR
Option B: Adopt resolution approving STOP signs
on Brighton Drive at the intersection of Callan
Street.
FINANCIAL STATEMENT:
The estimated cost of either'Option A (crosswalk removal, 54 feet of red curb,
installation and relocation of signing, and relocation of pavement markings)
or Option B (STOP signs and appurtenant STOP AHEAD signs and pavement
markings, as well as removing existing School Crossing markings) is
approximately $1,000. In either case, the cost would be paid from the Street
Maintenance Operating Budget.
DESCRIPTION:
At the October 9, 1989, City Council meeting, the City Council received a
petition requesting that STOP signs be installed on Brighton Drive at the
intersection of Callan Street. The previous week, an accident occurred in
which two pedestrians were struck and injured by a vehicle while crossing in a
school crosswalk at this intersection. The City Council directed Staff to
conduct a study of the intersection and prepare a recommendation for the
October 30, 1989, meeting.
The City's Traffic Safety Committee discussed this issue at its meeting of
October llth, and the City's Traffic Engineer, TJKM, conducted a study which
is attached to this agenda statement and which is summarized as follows:
Field Survey
Brighton Drive near Callan Street is a two-lane road with parking allowed on
both sides. Dublin High School is on the north side of Brighton Drive, and
single-family homes front on the south side. The entrance to the high school
parking lot is approximately 100 feet east of Callan Street. Callan Street is
controlled by a STOP sign. There is a yellow school crosswalk across all
three legs of the intersection.
There are school warning signs for both eastbound and westbound traffic on
Brighton Drive which are located at the school boundaries. The sign for
eastbound traffic is approximately 325 feet in advance of the crosswalk, while
ITEM NO.~ COPIES TO: Kathy Hovore
Balinda Stahl
Jim Hansen, DHS
TJKM
the sign for westbound traffic is approximately 750 ~ t in advance of the
crosswalk. "SLOW SCHOOL XING" pavement legends are located in the vicinity of
the signs. In addition, there are both a 25 mph speed limit sign and pavement
legend posted for eastbound traffic east of Village Parkway approximately 250
feet in advance of the crosswalk. These signs and markings are installed in
conformance with the Caltrans Traffic Manual; however, it is unusual to have
two parallel crosswalks at the same uncontrolled intersection. The Traffic
Manual states that "School Crosswalk" warning signs may be posted at or within
50 feet of a crosswalk; such signs are not present on Brighton Drive at Callan
Street.
Traffic Volumes
Traffic counts were taken on October 16 and 17, 1989. Brighton Drive had the
heaviest approach traffic volumes: 1,460 vehicles per day (VPD) westbound and
1,661 VPD eastbound. Callan Street had 313 VPD northbound.
The neighborhood traffic volume warrants used for the City of Dublin for all-
way STOP sign control specify that the total volume entering the intersection
from all approaches must average 300 vehicles per hour (VPH) for any eight
hours of an average day and that the volume entering from the minor street
must average at least 1/3 of the total intersection volume or 100 VPH minimum.
(The City's volume warrant is 60% of the Caltrans Traffic Manual's volume
warrant and is therefore considered liberal.) The approach volumes at the
intersection of Brighton Drive and Callan Street average 287 VPH for the
heaviest eight hours, which nearly satisfies the 300 VPH warrant; however, the
minor street volume averages 26 VPH during the same eight hours, which is only
26% of the 100 VPH warrant. The volume on Callan Street comprises only 9% of
the total intersection volume rather than the specified 33%. Therefore, the
existing traffic volumes do not satisfy the minimum volume warrants for all-
way STOP sign control.
Pedestrian Counts f~O6~t
Pedestrian activity was counted on October 16, 1989, during the morning, noon,
and afternoon school peaks. The crossings of Brighton Drive were counted at
the two crosswalks and mid-block crossings fronting the high school.
As detailed in TJKM's report, 80 high school age children crossed Brighton
Drive between 7:30 and 8:30 a.m., 55 of them using one of the two crosswalks.
During the school lunch period, 45 students crossed Brighton Drive southbound
and 32 crossed northbound. Two-thirds were in one of the two crosswalks.
During the afternoon peak hour, 77 students crossed Brighton Drive in the
southbound direction. 63 of these used one of the two crosswalks.
Accident History
A review of the accident history at the intersection for the past 4 1/2 years
indicated three reported accidents, one in 1985, one in 1988, and one in 1989
as of October 16th. The accidents in 1985 and 1988 both involved an eastbound
vehicle and a northbound vehicle in a right-angle accident. Both occurred in
the afternoon with the primary cause being inattention and failure to yield.
The third accident involved an eastbound vehicle and northbound pedestrians.
This accident occurred at 7:55 a.m. The driver claimed the sun was in his
eyes and he did not see the pedestrians. The police report stated that the
driver should have pulled over or driven more slowly under that condition, and
the driver was cited for failure to yield and driving at an unsafe speed for
conditions. TJKM's opinion is that inattention on the part of the driver may
have been a contributory cause and that the pedestrians may have felt the
driver was slowing down to let them cross. Under the California Vehicle Code~
Section 21950, pedestrians are responsible for exercising "due care for their
own safety." This type of accident underscores the need for a pedestrian to
make eye contact with the driver of a vehicle before entering the roadway.
Sight Distance and Critical Speeds
The sight distance for northbound traffic on Callan Street is adequate if no
vehicles are parked on Brighton Drive. If cars are parked on Brighton Drive,
adequate sight distance to the west is obtained by driving up to the extension
of the curb. Visibility would be improved by prohibiting parking on Brighton
Drive to the west of Callan Street.
-2-
Analysis
The existing traffic volumes are 95% of the minimum volume warrants, and the
minor street volumes are 9% of the minimum volume warrants; thus, STOP signs
are not recommended based on the minimum volume warrants. If STOP signs are
installed where minimum volume warrants are not met, and there are no other
conditions present which warrant all-way STOP signs, then motorists tend to
come to rolling stops or to not stop at all rather than to make complete
stops. In addition, if side street traffic is not a significant portion of
the total intersection traffic, cars on the major street tend not to look out
for cars on the side street and roll through the intersection, not looking for
cross traffic or pedestrians. Therefore, all-way STOP signs that do not meet
minimum volume warrants are not advisable.
At the intersection of Brighton Drive and Callan Street, there is adequate
sight distance for all three approaches; however, prohibiting parking for a
total of 54 feet on the south side westerly of Callan and on the north side
for 50 feet easterly of Callan would improve visibility. Although the three
reported accidents in the last five years may have been preventable by STOP
signs, the installation of STOP signs is not a panacea for safety in school
zones or other areas. If STOP signs are installed, the "SLOW SCHOOL XING"
legends must be removed. Also, STOP signs on Brighton Drive may provide
pedestrians with a false sense of security if they depend blindly on the
approaching cars to stop. The decision of when to enter the roadway is the
responsibility of the pedestrian, whether or not STOP signs are installed.
Crosswalks across Brighton Drive at Callan Street are used exclusively by high
school students; elementary students cross Brighton Drive at Village Parkway.
The installation of STOP signs at Callan Street could induce some elementary
school students to cross Brighton at Callan instead, which would not be
advisable.
Recommendation
On the basis of the above, as well as the proposed traffic signal to be
installed at Village Parkway and Brighton Drive in FY 1992-93, a distance of
approximately 350 feet from the Brighton/Callan intersection, Staff recommends
that the City Council conduct a public hearing and approve the following
measures (OPTION A):
1. Remove the crosswalk across the west leg of the intersection to
consolidate pedestrian crossings at one location. This is the most utilized
crosswalk and is the farthest from Village Parkway.
2. Improve sight distance by prohibiting parking on the south side of
Brighton Drive for 54 feet west of Callan Street and on the north side of
Brighton Drive for 50 feet east of Callan Street. It should be noted that
this action would remove approximately two parking spaces on the north side of
the street at the high school but only one space on the south side in front of
7114 Brighton Drive because of existing red curbing. The resident at 7114
Brighton Drive was notified of this recommendation and may wish to comment at
the hearing. (Approval of this item requires adoption of Resolution
Exhibit 4.)
3. Install crosswalk warning signs (school crossing symbol and SCHOOL XING
legend) at the easterly crosswalk for both eastbound and westbound traffic.
4. Relocate the "SLOW SCHOOL XING" pavement legend for westbound traffic to
be 300 feet in advance of the crosswalk. The existing "SLOW SCHOOL XING"
legend should be allowed to fade.
5. Relocate the school warning sign for westbound traffic to be 500 feet in
advance of the crosswalk (just east of the easterly school driveway).
OPTION B: If, following the public hearing, the City Council wishes to
approve the installation of STOP signs on Brighton Drive at Callan Street, the
City Council should adopt Resolution Exhibit 5. If the City Council chooses
this option, the five items in Option A would not be necessary.
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RECEIVED
.O_OI 10 ~989
CITY. OF. DUBLIN
MEMORANDUM
DATE:
TO:
FROM:
SUBJECT:
October 25, 1989
Lee Thompson
Chris Kinzel
Request for STOP Signs at Brighton Drive and Callan Street
At your request, we have conducted a study of the need for all-way STOP sign
control at the intersection of Brighton Drive and Callan Street. The study consisted
of a field survey, approach volume counts, pedestrian counts, visibility, and a review
of-the accident history.
The City of Dublin has recently applied for federal funds to install a traffic signal at
the intersection of Brighton Drive and Village Parkway. This is currently scheduled
for the 1992/1993 fiscal year. This intersection is located approximately 350 feet to
the west of the subject intersection.
Field Survey
Brighton Drive near Callan Street is a two-lane road with parking allowed on both
sides. The width of Brighton Drive is 52 feet. Dublin High School is on the north
side of Brighton Drive and single-f~mily homes front on the south side. The
entrance to the high school parking lot is on Brighton Drive approximately 100 feet
east of Callan Street. Callan Street is controlled by a STOP sign, while Brighton
Drive has the right-of-way. There is a yellow school crosswalk across all three legs
of the intersection.
There is a "SCHOOL" warning sign for both eastbound and westbound traffic on
Brighton Drive. These are located at the beginning of the school boundary; the sign
posted for eastbound traffic is located approximately 325 feet in advance of the
crosswalk, while the sign posted for westbound traffic is posted approximately
750 feet in advance of the crosswalk. There are also yellow painted pavement
legends reading "SLOW SCHOOL XING" in the vicinity of each warning sign.
These signs and markings are installed in conformance with the Caltrans Traffic
Manual. However, it is unusual for there to be two parallel crosswalks at the same
uncontrolled intersection. In addition to these school area signs and markings,
there is a 25 miles per hour (mph) speed limit sign posted for eastbound traffic east
of Village Parkway, approximately 250 feet in advance of the crosswalk and a
25 mph pavement legend, also for eastbound traffic.
4637 Chabot Drive, Suite 214, Pleasanton, California
PL~SJ~ITON · SACRAMENTO · FRESNO · ('
Lee Thompson -2-
October 25, 1989
The Caltrans Traffic Manual states that there may be "School Crosswalk" warning
signs at or within 50 feet of a crosswalk. These are not present on Brighton Drive at
Callan Street.
Traffic Volumes
Daily traffic volumes were counted at the three approaches to this intersection on
October 16-17, 1989. Brighton Drive has the heaviest approach traffic volumes:
1,460 vehicles per day (vpd) westbound and 1,661 vpd eastbound. The south leg,
Callan Street, has 313 vpd northbound. These counts are presented in the
appendix.
The neighborhood traffic volume warrants used for the City of Dublin for all-way
STOP sign control specify that the total volume entering the intersection from all
approaches must average 300 vehicles per hour for any eight hours of an average
day, and the volume entering from the minor street must average at least one-third
of the total intersection volume, or 100 vehicles per hour (vph) minimum. (It should
be noted that this volume warrant is 60 percent of the volume warrant as specified
in the Caltrans Traffic Manual, and are, therefore, considered fairly liberal
warrants, in that an intersection would satisfy these neighborhood warrants before
it would satisfy the state warrants.) The approach volumes at the intersection of
Brighton Drive and Callan Street average 287 vph for the heaviest eight hours.
This nearly satisfies the 300 vph specified in the warrants. However, the minor
street volume averages 26 vph during the same eight hours. This is 26 percent of
the warrant of 100 vph. The volume on Callan Street comprises only 9 percent of
the total intersection volume rather than the specified 33 percent. Therefore, the
existing traffic volumes do not satisfy the minimum volume warrants for all-way
STOP sign control.
Pedestrian Counts
The pedestrian activity was counted on October 16, 1989 during the morning, noon
and afternoon school peaks. The crossings of Brighton Drive were counted at the
two crosswalks, and mid-block crossings fronting the high school.
During the morning, between 7:30 and 8:30 a.m., 12 students crossed Brighton
Drive in the northbound direction mid-block between Village Parkway and Callan
Street, 16 crossed in the westerly crosswalk, 39 crossed in the easterly crosswalk,
11 crossed mid-block between Callan Street and the entrance to the parking lot and
2 crossed at the entrance. All these students appeared to be high school age. In
addition to these pedestrians, 11 elementary aged pedestrians crossed Callan Street
at Brighton Drive in the eastbound direction.
During the school lunch period, 45 students crossed Brighton Drive southbound and
32 crossed northbound. Two-thirds of these crossings took place in one of the two
crosswalks (mostly the easterly crosswalk), and the other crossings were mid-block,
mostly to the west of the crosswalks.
During the afternoon peak hour, 7 students crossed Brighton Drive in the
southbound direction mid-block between Village Parkway and Callan Street,
10 crossed in the westerly crosswalk, 53 crossed in the easterly crosswalk, 4 crossed
Lee Thompson -3-
October 25, 1989
mid-block between Cs]lan Street and the entrance to the parking lot and 3 crossed
at the entrance. Again, all these students appeared to be of high school age. In
addition to these pedestrians, 8 elementary aged pedestrians crossed Callan Street
at Brighton Drive in the eastbound direction.
A review of Dublin Elementary School boundaries revealed that elementary school
students should not and do not cross Brighton Drive at Ca[lan Street. All observed
pedestrian crossings of Brighton Drive were of high school age.
The majority of the students, 75 percentage, cross in one of the two crosswalks,
while 25 percent cross mid-block. More students cross in the crosswalks in the
afternoon, 82 percent, than in the morning, 69 percent.
Accidents
The accident history at the intersection of Brighton Drive and Callan Street for the
past four and one-half years was reviewed. There were three reported accidents
during this period: there was one accident in 1985, no accidents in either 1986 or
1987, one in 1988 and one accident in 1989 as of October 16, 1989. The accidents in
1985 and 1988 both involved an eastbound vehicle and a northbound vehicle in a
right-angle accident. Both accidents occurred in the afternoon, one at 2:45 p.m. and
one at 5:15 p.m. The primary cause of these two accidents was inattention and
failure to yield the right-of-way.
The third accident involved an eastbound vehicle and a northbound pedestrian.
This accident occurred at 7:55 a.m. While the driver was driving less than 25 mph,
he claimed the sun was in his eyes and he could not see the pedestrians. The police
report stated that if he could not see he should have pulled over or driven even more
slowly. The driver was cited for failure to yield to pedestrians in an intersection and
driving at an unsafe speed for conditions. It is our opinion that inattention was
involved also. It may be that the driver's reaction to the sun's glare may have
confused the pedestrians; they may have assumed he was slowing to let them cross
and, therefore, continued into the street without exercising "due care for (their) own
safety" as is their responsibility as specified in the California Vehicle Code (CVC
Section 21950). This type of accident underscores the need for pedestrian to make
eye contact with the driver of an approaching vehicle before entering the roadway.
Sight Distance and Critical Speeds
The sight distance for northbound traffic on Callan Street is adequate if there are no
parked vehicles on Brighton Drive. If cars are parked on Brighton Drive, then
adequate sight distance to the west is obtained by driving up to the extension of the
curb. Visibility would be improved by prohibiting parking on Brighton Drive to the
west and east of Callan Street.
Analysis and Recommendations
The existing traffic volumes are 95 percent of the minimum volume warrants, and
the minor street volumes are 9 percent of the minimum volume warrants. Thus,
STOP signs are not recommended based on the minimum volume warrants. If
STOP signs are installed when minimum volume warrants are not met and there
Lee Thompson -4- ,~ October 25, 1989
are no other conditions present which warrant all-way STOP signs, then motorists
tend to come to rolling stops or to not stop at all, rather than to make complete
stops. In addition, if side street traffic is not a significant portion of the total
intersection traffic, cars on the major street tend not to look out for cars on the side
street and to roll through the intersection, not looking for cross traffic or
pedestrians. Therefore, all-way STOP signs that do not meet minimum volume
warrants are not advisable.
At the intersection of Brighton Drive and Callan Street, there is adequate sight
distance for all three approaches; however, prohibiting parking for a total of 54 feet
would improve the sight distance. Parking is already prohibited for the first 27 feet
on the south side of Brighton Drive to the west of Callan Street. The additional 27
feet of parking prohibition would emcompass the full frontage on Brighton Drive of
the corner house. However, this house would still have 98 feet of curb space on
Callan Street on which to park.
Although the three reported accidents in the last five years may have been
preventable by STOP signs, the installation of STOP signs is not a panacea for
safety in school zones or other areas. If STOP signs are installed, the pavement
legends reading "SLOW SCHOOL CROSSING" must be removed. Also, STOP signs
on Brighton Drive may provide pedestrians with a false sense of security if they
depend blindly on the approaching cars to stop. The decision of when to safely enter
a crosswalk is the responsibility of the pedestrian whether or not STOP signs are
installed.
Crosswalks across Brighton Drive at the intersection of Brighton Drive and Callan
Street are used by only high school students; elementary students cross Brighton
Drive at Village Parkway. The installation of STOP signs at Callan Street could
induce some elementary students to cross at Callan Street instead, (due to its
proximity to Village Parkway), which would not be advisable.
Given the above, and given that signals will eventually be installed at the
intersection of Brighton Drive and Village Parkway, a distance of approximately
350 feet to the west, it is recommended that the following steps be taken:
Remove the crosswalk across the west leg of the intersection to
consolidate pedestrian crossings at one location. This is the most utilized
crosswalk, and it is also the furthest from Village Parkway.
Improve sight distance by prohibiting parking on Brighton Drive for a
total of 54 feet to the west of Callan Street on the south side of Brighton
Drive and for 50 feet to the east of Callan Street on the north side of
Brighton Drive. On the north side of Brighton Drive, the parking to be
removed would be along the school grounds. At this location, the parking
is not felt to be critical. On the south side, the prohibited parking would
be in front of one home. This home is on the southwest corner of Callan
Street and Brighton Drive and additional parking is available alone the
side of the home on Callan Street.
Install crosswalk warning signs (school crossing symbol and SCHOOL
XING) at the easterly crosswalk for both eastbound and westbound
traffic.
Lee Thompson -5-
October 25, 1989
Relocate the "SLOW SCHOOL XING" pavement legend for westbound
traffic to be 300 feet in advance of the crosswalk. The existing "SLOW
SCHOOL XING" legend should be allowed to fade.
Relocate the "school" warning sign for westbound traffic to be 500 feet in
advance of the crosswalk, i.e. to be just east of the easterly school
driveway.
The existing conditions and recommended changes are depicted in the attached
Figure 1.
If you have any questions regarding these recommendations, please do not hesitate
to contact me.
ca
Attachments
157-001M.LMD
TJKH PAGE I
..... HOURLY, 1 CHANNEL VEHICLE COUNT
REFERENCE: DUBLIN CORRECTION FACTOR: l. O0
LOCATION: BRIGHTON EAST OF CALLAN WESTBOUND HACH, 18 FILENAHE: (NO FILE)
WEATHER: CLEAR MONDAY 10 / 16 / B9
~ERATOR: $IH ___
........... ~j~ ........ ~j~ .... ~E~---~;E~---~ .... F~;~ ........ ~E~ .........
DEGINS 16 1~ I~ I~ ~0 AVERAGE
5 * 14 * * * 14 , , 14
G * 47 * * * 47 , * 47
7 * 128 * * * 128 , , 128
8 * 93 * * * 93 , * 93
9 * 36 * * * 36 , * 36
10 * 37 * * * 37 , * 37
Ii * 69 * * * 69 , * 69
PM
12 * 13B * * * 13B , * 13B
I * 38 * * * 38 * * 38
2 129 * * * * 129 , * 129
3 103 * * * * 103 , * 103
4 127 * * * * 127 , * 127
5 145 * * * * 145 , * 145
6 109 * * * * 109 * * 109
7 63 * * * * 63 , * 63
B 57 * * * * 57 , * 57
9 79 * * * * 79 , * 79
10 21 * * * * 21 * * 21
11 10 * * * * I0 , * 10
TOTALS 843 617 * * * 1460 , * 1460
AVG WKDAY 58 42
% AVG BAY 58 42
AM PEAK HR * 7
PEAK FLOW * 128
PM PEAK HR 5 12
PEAK FLOW 145 138
TSKM PAGE
HOURLY. 1 CHANNEL VEHICLE COUNT
REFERENCE: DUBLIN CORRECTION FACTOR: l. O0
LOCATION: BRIGHTON WEST OF CALLAN ......... EASTBOUND FILENANE: (NO FILE)
. WEATHER: CLEAR NONDAY 10 / 16 / B9
OPERATOR: JIM ....................
........... ........ .... .... F i;i ........ ......... ....
12 * 6 * * * 6 , *
2 * 2 * * * 2 , * 2
4 * 3 * * * 3 , * 3
5 * 9 * * * 9 * *
6 , 51 * * * 51 , , 51
7 * 216 * * * 216 , , 216
B * 92 * * * 92 , * 92
9 * 47 * * * 47 ~ , 47
10 * 44 * * * 44 , , 44
11 , 62 * * * 62 , , 62
12 * 105 * * * 105 , , 105
I * 52 * * * 52 , ,
2 122 * * * * 122 , , 122
3 135 * * * ~ 135 , , 135
4 127 * * * * 127 , , 127
5 181 * * * * 181 , * 181
6 139 * * * * 139 , * 139
7 107 * * * * 107 , * 107
8 61 * * * * 61 , * 61
9 45 * * * * 45 , * 45
I0 35 * * * * 35 , , 35
11 13 * * * * 13 , , 13
TOTALS 965 696 * * * 1661 , * 1661
~ AVG WKDAY 58 42 * * *
% AVG DAY 58 42
AN PEAK HR * 7 * * * * *
PEAK FLOW * 216 * * * * *
PM PEAK HR S 12
PEAK FLOW 181 105 * * * * *
" TSKN ~ PAGE !
HOURLY, I CHANNEL VEHICLE COUNT
REFERENCE: DUBLIN CORRECTION FACTOR: l. O0
LO£ATION: CALLAN S/O BRIGHTON NORTHBOUND FILENAME: (NO FILE)
WEATHER: CLEAR MONDAY 10 / 16 / B9
OPERATOR: JIH ......................
........... ........ .... .... ........ ......... .... UNOA
BEGINS 16 17 18 19 20 AVERAGE 21 22 AVERAGE
12 * 0 * * * 0 , * 0
I * 0 * * * 0 , , 0
2 * 2 * * * 2 , * 2
3 * 2 * * * 2 , * 2
4 * 2 * * * 2 , , 2
5 , 6 * * * 6 , , 6
6 * 11 * * * 11 , , 11
7 * 28 * * * 28 , , 28
B * 23 * * * 23 , , 23
9 * 6 * * * 6 , ,
10 * B * * * B , , 8
11 * 11 * * * Il , * I!
PM
12 * 41 * * * 41 , * 41
I * 9 * * * 9 , , 9
2 46 * * * * 46 , , 46
3 16 * * * * 16 , , 16
4 16 * * * * 16 , * 16
5 25 * * * * 25 , * 25
6 15 * * * * 15 , , 15
7 16 * * * * 16 , * 16
S 14 * * * * 14 , , 14
9 9 * * * * 9 , * 9
10 5 * * * * 5 , , 5
11 2 * * * * 2 , * 2
TOTALS 164 149 * * * 313 , , 313
Z AVG WKDAY 52 48 * * *
Z AVG DAY 52 48 * * *
AN PEAK HR * 7 * * * * *
PEAK FLOW * 28 * * * * *
PM PEAK HR 2 12 * * * * *
PEAK FLOW 46 41 * * * * *
z m
rrl m
RESOLUTION NO. -89
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF DUBLIN
ESTABLISHING NO PARKING ZONES ON BRIGHTON DRIVE
WESTERLY OF CALLAN STREET
Pursuant to the provisions of Article 4, Section 23, of City of
Dublin Ordinance 55-87 (Traffic Control and Restrictions), the City Council of
the City of Dublin does resolve as follows:
Section 1. That the following locations are designated as a no parking zones:
Brighton Drive: On the southerly curbline, westerly of the westerly curbline
of Callan Street, a distance of 54 feet. On the northerly curbline, easterly
of the prolongation of the easterly curbline of Callan Street, a distance of
50 feet.
Section 2. The provisions of Section 1 shall be added to Chapter 6 of the
City of Dublin Traffic Code.
PASSED, APPROVED, AND ADOPTED this 30th day of October, 1989.
AYES:
NOES:
ABSENT:
Mayor
ATTEST:
City Clerk
RESOLUTION NO. -89
A RESOLUTION OF THE CITY COUNCIL
OF THE CITY OF DUBLIN
PLACEMENT OF STOP SIGNS ON BRIGHTON DRIVE
AT THE INTERSECTION OF CALLAN STREET
Pursuant to the provisions of Article 1, Section 5, of City of Dublin
Ordinance 55-87 (Traffic Control and Restrictions), the City Council of the
City of Dublin does resolve as follows:
Section 1. That STOP Signs shall be erected on Brighton Drive at the
intersection of Callan Street.
Section 2. That the provisions of Section 1 shall be added to Chapter 3 of
the City of Dublin Traffic Code.
PASSED, APPROVED, AND ADOPTED this 30th day of October, 1989.
AYES:
NOES:
ABSENT:
ATTEST:
Mayor
City Clerk