HomeMy WebLinkAbout6.1 StpSgnHansen/Amarillo CITY OF DUBLIN
AGENDA STATEMENT
City Council Meeting Date: July 27, 1987
SUBJECT:
Public Hearing: Installation of STOP Signs on Hansen
Drive at Amarillo Road
EXHIBITS ATTACHED:
1) Draft Ordinance
2) Report from TJKM
3) Letter from Mr. James Jones
4) Location Map
RECOMMENDATION'~ ~ ~)
4)
5)
Open Public Hearing
Receive Staff presentation and public testimony
Question Staff and the public
Close Public Hearing and deliberate
Adopt Ordinance for installation of STOP signs on
Hansen Drive at Amarillo Road on an urgency basis.
FINANCIAL STATEMENT:
Approximately $500 for installation of signs and
pavement markings.
DESCRIPTION:
Staff received a letter from Mr. James Jones, 7349 Hansen Drive,
requesting installation of STOP signs on Hansen Drive at Amarillo Road. After
contacting Mr. Jones and discussing the issue at the Traffic Safety Committee,
the City's traffic engineer, TJKM, studied this intersection and finds as
follows:
Field Review
Hansen Drive at this point is 48 feet wide, which may give drivers a
sense that the speed limit is greater than 25 m.p.h. This is a "T"
intersection, with an existing STOP sign on Amarillo Road. There is a school
crosswalk on the east leg of Hansen Drive.
Traffic Counts
The heaviest traffic volumes are on the east leg of Hansen Drive and the
north leg of Amarillo Road. Approach volumes are 1,342 vpd northbound on
Hansen east of Amarillo, 313 vpd eastbound on Hansen west of Amarillo, and
1,145 vpd southbound on Amarillo north of Hansen. Traffic volume warrants for
all-way STOP sign installation specify that total volume from all approaches
must average 313 vehicles per hour for any eight hours of an average day, and
the volume from the minor street must average 1/3 of the total. The approach
volumes at this intersection average 205 vph for the heaviest eight hours, and
the volume on the minor street, Amarillo Road, averages 39% of the total.
From this standpoint, the warrants have not been met.
Speed Survey
The 85th percentile speed on the initial survey date in January was 35
mph westbound and 32 mph eastbound on Hansen Drive. A second survey was
conducted on July 2 to ascertain the prevailing speed of traffic approaching
the subject intersection. The 85th percentile speeds on this date were 34 mph
in each direction. This 34 mph prevailing speed was used in determining if
there is adequate sight distance at this intersection.
ITEM NO. fits. / COPIES TO: James R. Jones
TJKM
Stopping Distance
The minimum stopping sight distance at 34 mph on wet pavement is 250
feet. The sight distance to the crosswalk for westbound vehicles is over 300
feet. For vehicles traveling eastbound, the sight distance is 280 feet if
there are no cars parked in front of the two houses at 7330 and 7336 Hansen
Drive. If, however, cars are parked along the street at this location, the
sight distance is reduced to 150 feet. This is less than the minimum stopping
distance for vehicles traveling at the posted speed limit of 25 mph.
Accident History
There have been no reported accidents at this intersection since 1984.
Analysis and Recommendations
This intersection is on a suggested route to school. There is
inadequate stopping sight distance to pedestrians in the crosswalk for
vehicles traveling eastbound on Hansen Drive. Although the volume warrants
for all-way STOP signs have not been met at this intersection, and all-way
STOP signs should not be placed indiscriminately in order to improve
pedestrian safety, at this particular intersection, pedestrian safety would be
improved by installation of all-way STOP sign control.
This action is not intended to address the issue of speeding, which must
be curbed by increased enforcement of the speed limit. Installation of all-
way STOP signs may, in fact, hinder the police department's efforts in
catching violators of the speed limit. However, pedestrian safety warrants
the installation of all-way STOP sign control.
Pedestrians, particularly children, should be warned to make sure that
approaching cars obey the STOP signs before venturing into the street. The
presence of a STOP sign is not a guarantee that all vehicles will stop.
If STOP signs are installed, the existing "SLOW SCHOOL XING" pavement
legends should be replaced with "STOP AHEAD" legends and the school crossing
warning signs replaced with "STOP A_HEAD" signs.
ORDINANCE NO. -87
AN ORDINANCE OF THE CITy OF DUBLIN
ESTABLISHING TRAFFIC REGULATIONS
The City Council of the City of Dublin does ordain as follows:
Section 1. STOP MANDATORY ON ALL APPROACHES:
Article 4, relating to "Stop Intersections," of the Alameda County
Ordinance Code previously adopted by the City of Dublin.is amended by the addition of
Section 6-81.21 to read:
6-81.21Hansen Drive at the intersection of Amarillo Road.
Section 2. IMMEDIATE EFFECT:
This Ordinance shall take effect immediately upon its enactment
because the adoption and immediate effect thereof is necessary in order to protect
vehicular and pedestrian safety.
Section 3. POSTING OF ORDINANCE:
The City Clerk of the City of Dublin shall cause this Ordinance to
be posted in at least three (3) public places in the City of Dublin in accordance
with Section 36933 of the Government Code of the State of California.
PASSED AND ADOPTED by the City Council of the City of Dublin on this 27th
day of July, 1987.
AYES:
NOES:
ABSENT:
ATTEST:
Mayor
City Clerk
MEMORANDUM
4637 Chabot Drive, Suite 214
Pleasanton Ca. 94566
(415) 463-0611
DATE: July 2, 1987
TO: Lee Thompson
FROM:
Michelle DeRobertis
SUBJECT: Request for all-way STOP signs at Hansen Drive and Amarillo Road
At your request, we have conducted a study of the need for additional control at
the intersection of Hansen Drive and Amarillo Road. The study consisted of a
field survey, approach volume counts, a speed survey, analysis of safe stopping
distance, and a review of the accident history.
Field Review
Hansen Drive is a two-lane road with single-family residential frontage. It is
48 feet wide, which may give drivers a sense that the speed limit is greater than
25 mph. Amarillo Road tees into Hansen Drive and is controlled by a STOP sign.
There is a yellow school crosswalk on the east leg of Hansen Drive which is
marked by standard pavement legends reading "SLOW SCHOOL CROSSING" and
by standard school crossing warning signs (W66 and W66A) for both directions of
traffic. The curb is painted red for approximately 15 feet in advance of the
school crosswalk.
Traffic Counts
The daily traffic volumes were counted at the three approaches to this intersection
on June 10-11, 1987. The heaviest traffic volumes are on the east leg of
Hansen Drive and on the north leg of Amarillo Road. The approach volumes are
1,342 vpd northbound on Hansen Drive east of Amarillo Road, 313 vpd eastbound
on Hansen Drive west of Amarillo Road, and 1,145 vpd southbound on Amarillo
Road north of Hansen Drive.
The traffic volume warrants for all-way STOP sign installation 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 one-third of the total. The approach
volumes at the intersection of Hansen Drive at Amarillo Road average 205 vph for
the heaviest eight hours, and the volume on Amarillo Road, the minor street,
averages 39 percent of the total volume. Therefore, although the minor street
meets the one-third of the total volume criteria, the total volume entering the
intersection is only 68 percent of the stated 300 vph.
Speed Survey
A speed survey to determine the prevailing speeds on Hansen Drive west of
Amarillo Road (in both directions) was conducted in January, 1987 in the
afternoon. The 85th percentile speed was 35 m. ph westbound and 32 mph
eastbound. A speed survey was conducted again on July 2, 1987 during the
morning peak hours to measure the speeds of the cars actually approaching the
PLEASANTON · SACRAMENTO · FRESNO · CONCORD
Mr. Lee Thompson
-2-
July 2, 1987
intersection, i.e west of Amarillo Road in the eastbound direction and east of
Amarillo Road in the westbound direction. The 85th percentile speeds were found
to be 34 mph in each direction indicating that the 25 mph speed limit is routinely
being exceeded. However, given the residential neighborhood character, the speed
limit should remain 25 mph. The 34 mph prevailing speed was used in determining
if there is adequate sight distance at this intersection;
Analysis of Safe Stopping Distance
The minimum stopping sight distance on wet pavement for a vehicle travelling at
34 mph is 250 feet. The sight distance to the school crosswalk for cars travelling
in the west bound direction is over 300 feet. For cars travelling in the eastbound
direction, the sight distance is 280 feet if there are no cars parked along the curb
in front of house numbers 7,330 and 7,336. If, however, there are parked cars,
particularly in the space between the driveways of the two houses and immediately
east of this space, the sight distance is reduced dramatically to 150 feet. This is
less than the minimum stopping sight distance for cars travelling at the posted
speed limit of 25 mph as well as for those exceeding the speed limit.
Accident History
There have been no reported accidents at this intersection in 1984, 1985, 1986 or to
date in 1987.
Analysis and Recommendations
The intersection of Hansen Drive and Amarillo Road is on the suggested route to
school. There is inadequate stopping sight distance to pedestrians in the crosswalk
for vehicles traveling eastbound on Hansen Drive. The approach volumes are only
68 percent of the recommended 300 vph for eight hours; however, the minor street
does constitute over one-third of the total intersection volume. Although all-way
STOP signs should not be placed indiscriminately in order to improve pedestrian
safety, it is our finding that pedestrian safety at this particular intersection would
improve if all-way STOP sign control were installed.
This action is not meant to address the issue of speeding on Hansen Drive. We
expect that vehicles will continue to exceed the posted speed limit in advance of
the intersection and that increased enforcement would be necessary to curb the
speeding problem. It should be recognized that the placement of all-way STOP
sign control may hinder the police department's efforts at catching violators of the
speed limit. However, we feel that pedestrain safety warrants the installation of
all-way STOP sign control. Therfore, we recommend that STOP signs be installed
for eastbound and westbound traffic on Hansen Drive at Amarillo Road.
It should be noted that pedestrians, particularly children, should be warned to
make sure that approaching cars obey the STOP sign before venturing into the
street. The presence of the STOP SIGN is not a guarantee that all vehicles will
observe it.
If STOP signs are installed, the existing "SLOW SCHOOL XING" pavement legends
should be replaced with "STOP AHEAD" pavement legends and the existing school
crossing warning signs should be replaced by "STOP AHEAD" signs (WI7 and
WI7A).
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AF)i'i rr ij i �vJ
Mr. Lee Thompson
Engineering Office
Planning Department
City of Dublin
Box 2340
Dublin, Ca. 94568
Dear Mr. Thompson:
PURI Ir lAIORKS
April 21,1987
I would like to point out a traffic hazard that if not remedied, can have
potentially fatal consequences:
The crosswalk at the intersection of Hansen Drive and Amarillo Road is an
unguarded crosswalk on the radius of a ninety degree curve. This
crosswalk is just yards from three schools, two of which have preschool
programs and is therefore utilized by very young children. To compound
%icematters, general traffic travels at greater than the posted speed limit of
thirt miles per hour while roundin the curve. Finally, when the
crosswalk is approached from the as from Silvergate Dr.) a telephone
pole located on the right-hand curb an completely block a child from
view.
I have discussed this situation with many of the residents near this
intersection. We have concluded that the logical solution to this ever
increasing danger is to place a stop sign on Hansen Drive at the
intersection of Hansen and Amarillo (Amarillo all ready has a stop sign).
This would serve the dual purpose of slowing through traffic on Hansen and
allowing children walking to school to have the greatest chance of making
it there safely.
Would you please refer me to the proper procedures to correct this most
serious situation? I look forward to your reply.
5inc rely,
(► - YJ
J s R. Jones
73 Hansen Dr' e
Dublin, Ca. 94568
CT,
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