HomeMy WebLinkAbout6.1 Stop Sign Request Lancaster RdF�i
H
'
•• C C H
w m
H cn
w n d Oq cn bd C7 F-3
to o Ft, t-'
n Ft in d Ft H. m 'd C7
m�7
C �7' �3' m
(D rt
•d w
H O m w tr rt O 0 Ft Or
0 p�5 (n
O O O w
r• (D tr Ft (D U) r• (D t17
m r• r•
O rh
w n G n r• m
:J C H. Fj (D H x• C Ft
S; w H Ft �J
H a H 5 n
rt o a' O w Oq rt U)
kC o (n C (n w �l r• c�
Z
w
n r_h
Oq (D d r• p, m m m m
m o m w 0
m r o p m rt
0
Oq m m Oq
c
rt
rt
p Oq rt C w
t-I r• - rt a w�j w w
C Ft n (n
w rt w rt
c� .0 0• � H• H
o m (D U) m o Fd
(D U) (n �Y'
o
n m
w (D U) (Ds; H• Ft a 0 Ft
rt C O (D
t- w
s; p m x 0 0 H
w Id(D
In
H
O.0
it
ri d d Ft d a a m
n rt HP. H• rt Fd
a w Ft m Ft
H rt
a� w r• H. a H
n m ct d Ul Ft� 0
W m rt
n m
w m m:J m w m FC 'd
w I- U) tl ;d
H. a H (n art w Ft z
Ft �
m
(D to
!n rt rt a Oq Ft rt 0 Ft
rt m rt w O
H �C w H• F'• OId . .
m
rt rt
rt o rt m d Ft m
1C Ft r• w
w rh o p n
Ft 0 H• p•
w
p m
H a
m Ft m rt rt m v x (n
Ft Ft d•• �:F' n 0 rh m
H. m Oq a
rt td m �'
Ft Oq m m w Oq Ft
m w 0
s; :j 0
�j' Ft
Ft
m w m rt rt Ft t7
"1'
w o rt rt H.
rt rt
C H• r-n m (n (n Ft
a r-
Ft
Oq rt
0 w rt Fr• o Ft rt
0 m (n
H. 0 p, Ft p, rt (n m
'
o H. Ft
w
�71
rt �' 0 hH• H
� H H
m U) r• O o�
'
r rh
1n
Ft o C
�
rt w
m w n o 0 Fd C1-4�
O(D g r• P)
rt w In H. Id w
w
rt
p' rt
rt� tr m r m
Ft .4
a U) FJ 7O
'
'
.. Ft rt m
m�
(n
H.
n m Fr• Ft Fr• cn
rt w H• m �
� rt H• m x' o
in H
In H m ED p n
�f Fi n m
m�:r rt r• In
'
mo rt a r
1.7• o
w a n w�:Fl
a�:r Cr r•
Ft m�7' Oq Ft (q O m
c-
rt
m O r-
Ft
m
H rt Ft rt n t l w�J o
a �' m x O Ft m p. o
m m Oq
p rh rt
m (n 0 p
Ft in "- t l
0
1-0
'
rt �J H
�' � w
n-
Ft w�J w�l H. rt H
m
a o$ a'
m rt r• O O t-' m
H
m rt rt rt C rt
> Fm t 0
.0 o p r tw l 0
r• r• rt Ft
m rt
Oq Ft m Ft �7' .
w �j �5 m Ft
t; 'd rt (D d r•
'
u) op �:r
N (D CO
(n :3,
rt w
rt O n 0 m 14
N Fl w N o N(D
d�j �J �:r
a w 0
m m n 5 rt n d
U) (n Ft � F'• w Oq
'
H.
W
0
rC O
-'r
rt H• (n r• CJ m (n H
0
�J w F-
m rt rtt
C]
F'
¢. Oq H m a w H
n a s a w 0
$ Ft H o a
H. v O Ft
Oq m I—'Oq rt Ft
w n a -� m m
rE
H rt
rt Ft rt Ft FC Ft
rt O o x In
0 rt Ft (n 0 Ft .0 z
00 0 m
�, �C
o o m o' o (D
Ft d rt
a r• r• m Ft >; O
n7d
En
m�� m
un
w (n d14 Ft
rt w m H m n
t7 Ft
t-' � w Ft m
0 o p H rt 5d m C
(n cn p m d' O w m
Fwt m
�
n O m 0
0
-
� n w rt �' r• Ft
DI w Ft r• m
rt rt- Oq rt w rt �
H m
rt a rt
r• Ft (D
In rt
H
rt w Ft �:Fl d m 0 0
":r H O m Ft Ft
d k4 O C rt
mo w O rt a H• o'
'
O V Ft
Ft w
Ft Oq (n
m x' O m F'• m H U]
o S; (D
w rta ',� $
F-h H w H. m > �J m
rl, F-' � � Ft ',� w Oq H
cn t7
'd
d b w r•
m t'h
'-4 (n H Oq m C m$
m o a w �3,
- w a Qq rt
d
Ft o
Ft m q
rh Ft O
'd Ft
o H.
o m w 1 w
r -
rt Sr • Ft w H
rt Ft 0 H•
m rt a n
(n rt w rt o
H. X rt Ft 9 rt �:Y, rh
� �
w w w
Ft n
m rt rt p w m d x
Ft m�
o(D
Ffi 0 Ft Ft � w
OgOq
H O �j rt
Hart
rt
m
:j H. Oq kC w 'd U)
a�CH n ti
m Fd
�w mro
H. uz Q m rt H
p Lo %.0
(D-
En - (n (D
r• 0
o Fr• rt (n a. Ft o w
o *� d w
0
a m H Ft wrt %o
F
U) Oq
rt Ft N O rt O w n
w - m Ft
r• C7 . H
I
h Fr•
w H rt p
r•
U: 0
o x m o w w n Ft
O 'd (n
H � O
a H H w
= H t7 H
m 0 rt m-
59 o Ft
Oq Ft H m
H N
L-1 W
Ft �:F]', rt
(D
n w rt Ft U) $ UI
w (n Ft H
(n W H• H m m Ft n cn
m m m
U7 Ft Ft
m
Ft
Ft ',3• (n O w (n (n
rt r• \ r• m
V
w
�:F' m 5 In
o F'h r• m
w H.
tl p
O a m n H. H rt
co O oq w x• O r
N Fd m 'd
0 n C H
H. rt Ft m (n
O�q 0 ((DD rtW
% Cj n O n
Fi O p n
H• Oq
rt w w
m X
rt m 0
m$ H rt " rt rh
n
Ft H.
N
r• (n
In Ft
H• w � H. r• n
rt rt
m� H.
m n
rt 0 H. td w (n n
� p (n
(n •
r
n H. (n m O rt 0 0 Ft
En
Oq w sr n H. w
(n (D tC w
� 0 p a d d m
r
o
�rt d
a 0
d
m rt 0 Ft Ft Oq m
t7r•
o n O a
Oq w H (D U) n
m
�'art o 0 rt
r- rt cnti o
w aFt o O H.
Fi
rt �:' C S
mo
m s;
m Ft p o o (n m m
(t r• Oq 5 �7' d U) Ft
rt r n x Ft
:7' o
Fi C w Ft H• Ft> a r
7d
�:Ym o w
H
Ft C m w rt
o O w C
m w H• Ft, �j m C
(n CO rh m rt Ft m
H• H N
rn rt
m m n (n cn O�d
m 0 q w
w m r• 10 (D p p
1 a
(n
o w
m w Ft rn rt Ft o
�j$ H a H
m Ft a o m Ft w
'
w
�4 p" m
H�J
H rt
rt o rt w Ft w w
w m 0 m a a
a r• H
(n Fd
m m m p w
w r• rt
o -
rt
Pw Ft (n m o Ft
rt m
d' H• (D
F h .0 rt cn O, m> (n
'
Ft o h o
S
rt(D w rt Ft mo w
0 t; p' w n Ft rt H
'
Ft w rt
In lo
w m a F h rt
rt d
m�
H m w rt w rt V w m
w H Ft w
Ft
w� H n >; C F h
td
(n O
H (n rt w H• O H rt
o Ft
'
�l w Ft H
(D
tj O x H w H• o'
w w Sr
rt rta 0 H rt
$ m cn
'
rt Ft w
Id
rt In O rt H H n 0
a w Ft H
(n a rt �. Fmi
1
0
C I_h
w
Ft
O �:r H rt
O m m
w C) N w Oq
rt
m
H H n m m m�3
Ft a C
rt Ft} o
H
n Fi
� o w rt Fd
w
C m Ft
P3 F F� H In
w rt ::r' rt a
I
vri rn
w
w Ft (n sr m m�-{
w0 a
rt w o w o
0
'
4-1
rt (n H In Ft Ft 0
F--' rt
rt H 'd
m w
H• rt H. rt W
H m w
rt rt p'
I
m O
O�q j o�q
a
(D (mD Fmt
m
Ili
9H
z
n
H
r
H
z
H
F_ w o
a �n
CD g o 0
0 w 'd (n
� N rt
Fl-
aq o o
w � (D
ain�
w F-
n w �
Ft rt r•
O r• rh
EA 0 Ft
x� m
0 Ea
ort
� a r•
HH•(n
Gq Cs (aD
m cn d
b 'od ¢.
0
5 a cD
Pi
rt (n n
m r• o
jEO
rt
H•
d o
oq rn
�k
In W N H W N H
m o Fnt M Fl r-m 'd
D F- N m m m p
(
w La a En CD rt Fl-
0 a d 0 m a'
CC (mot r• (n Cr rat w rt n
m rt o w rn
w � d cD r''d w
(n H(D 0 a((DDGq
CD n v Qq o rt
m rt (n ,3 m rt
m oE
' ' a b o.
m 0 ao'�j
w o•F'w o W
r' m rwt urj n p.
N m
E� rt Fl
r• Ft r•
Fl
rt w w n
0 ((DD Uri
rt p' w m
a p. rt
w
o m m
n "d rt
rwt 1-1N
H. rt Ft
LAn
En
0
En
m
Id En
0 rt H
Ft w r-
rt H n
�C rt m
r• w
v �
H O Oq
Fl. �J ..
o m
In m m
En
C7 (Drtrrt
r• Ft
N erO 0
n O Ft
o p. (n
ti rwt 10
CD
m r
o ��
U) O p
�om
En
w
H
x
c-1
H.
rt
1-C
n
O
n
r•
H
m
CD
rt
0
aq
t7
w
rt
m
cF'
Ft
sr
w
Ft
N
41
H
N
n
H
H
FC
0
~ZJ
ti
Q_
Gd
t-'
H
z
volume warrant, which the City has used for stop sign studies in the past, is lower
than the State warrant of 500 vehicles per hour.
Pedestrian counts were conducted during the times of day that children would be
walking to school. During the morning count, 8 pedestrians and 3 bicyclists crossed
Lancaster Drive southbound at Ann Arbor. There were no pedestrians or bicyclists
crossing in other directions. During the afternoon count, no pedestrians or
bicyclists crossed in any direction. It should be noted that the afternoon count
was based on the time of day that children would be leaving Frederiksen School
rather than Wells School, as TJKM focused on the safety of younger children. TJKM' s
report states that the school departures are spread over a wider range of time than
the morning arrivals, which would tend to reduce the number of pedestrians per hour.
Accident Warrants
There have been no reported accidents at this intersection since Staff began
maintaining its accident map in 1984. The accident warrant is five or more
accidents per year of a type correctable by stop signs. Therefore, the accident
warrant is not met.
Visibility
Lancaster Road is a level street with clear visibility in both directions for well
over the warrant of 160 feet.
S eed
A speed survey reveals an 85th percentile speed of 22 mph westbound and 26 mph
eastbound. Overall, 90% of the vehicles recorded were traveling under 25 mph. Only
one of the 341 vehicles recorded was traveling over 30 (and less than 35) mph.
Conclusion
Based on the criteria listed above, Staff feels that the intersection of Lancaster
Road and Ann Arbor Way does not meet the warrants for multi-way stop sign
installations. The intention behind installation of stop signs is to assign right-
of-way at intersections and to reduce the number of accidents. Stop signs are not
an effective means of speed control. While the speed of vehicles may be reduced at
the intersection itself, motorists tend to speed up between stop signs; therefore,
speeding would not be alleviated.
When stop signs are installed in locations where there is little cross traffic,
drivers tend to come to rolling stops or to ignore the stop signs completely. A
pedestrian or bicyclist, particularly a child, may feel falsely secure crossing the
street at a stop intersection when, in fact, an oncoming vehicle may not come to a
stop. Additionally, drivers who develop the habit of ignoring unwarranted stop
signs may also ignore stop signs that are warranted. Most drivers are law-abiding
and have no intention of violating traffic regulations; however, when an unwarranted
restriction is imposed, it may result in unintentional violations.
Stop signs also add to the pollution problem by increasing the amount of gasoline
used by cars in starting and stopping rapidly.
Regarding the matter of the crosswalk, pedestrians also tend to feel safe in a
crosswalk and may step out into the street in front of oncoming traffic.
Conversely, pedestrians tend to look for cars more carefully when the "protection"
of the crosswalk is not there. In this case, crosswalks exist within a block or two
of the Lancaster/Ann Arbor intersection, and Staff recommends that children walking
to either Frederiksen or Wells School utilize the existing crosswalks.
Staff recommends that the City Council conduct a public hearing, deliberate, and
deny the request for stop signs and a crosswalk on Lancaster Road at Ann Arbor Way.
a: (corres)\feb\agststop
Page 2
October 26 , 1991 �►
C�
Mr . Lee Thompson
DUBLIN POLICE SERVICES v0s,`Q, Ap'o
100 Civic Plaza
P.O. Box 2340 /Ce�O
Dublin, CA 94568
Dear Mr . Thompson,
There is a need to install a Stop sign and perhaps a cross-
walk at the intersection of Ann Arbor Way and Lancaster Road .
Attached are resident signatures who are in favor of this
action. The reasons below justify our request .
REDUCE HIGH SPEEDS Lancaster Road is a long stretch of road
with 24 houses end-to-end. Cars frequently exceed the speed
limit resulting in an unsafe residential environment . There
are many children and animals playing along this road . People
who exceed the speed limit could easily cause an accident or
even death.
PROVIDE SAFE CROSSING Lancaster Road is intersected by one
road . This road is called Ann Arbor Way . There are stop signs
and cross-walks at both ends of Lancaster . These end streets
are York Drive and Penn Drive . Ann Arbor intersects Lancaster
half-way down Lancaster Road or 12 houses from York Drive .
Wells School is located behind Lancaster Road : If any children
going to or from school should need to cross the street safely,
they must walk to. either end of Lancaster to do so . Because
there is no convient crossing at this time , children cross the
street anytime and anyplace. There is danger in doing so since
high speeds are often reached along Lancaster Road .
There are 3 courts along the same side as Ann Arbor . Ann Arbor
is the only through street and is located at midpoint of
Lancaster Road .
Please consider this complaint as necessary action to prevent
a tragedy from happening in the future .
cerely,
Rose Deming
6928 Lancaster Road
Dublin, CA 94568 (829-8819)
And
All of the resident signatures attached .
LETrW- "t>
6
9
February 24, 1992
TO: CITY COUNCIL OF DUBLIN, CA
SUBJECT: PLACING STOP SIGNS ON A DANGEROUS STREET
We have lived at this cross street for 15 years. We have seen a
significant change in the traffic in the last three or four years.
We also have had and increase of children in the area of LANCASTER RD.
AND ANN ARBOR WAY. We have had an increase of traffic and we may
add SPEEDING TRAFFIC.
We think it is about time for the city of Dublin to place STOP Signs
on Lancaster Rd. at Ann Arbor Way for the Safety of our Children.
Please don't wait until a child is injured or killed before we slow
the traffic down.
Thanks for taking an interest in the Safety of our Children.
---- - 4-,L
SLICE A. CAULKINS
CATHERINE H. MARTIN
6956 Lancaster Rd.
Dublin, Ca. 94568
510-828-1458
February 24, 1992
Dear City Council Members,
We live on Lancaster Road and the Ann Arbor interjection. We have
a deep concern when our children are out playing and crossing the
streets. There is also plenty of foot traffic from the students
that attend Wells School. There are cars that speed down this street
and make it very dangerous for our children, ourselves, and the
students that attend Wells School. We believe that the City of Dublin
should put 2 STOP signs and cross walks on Lancaster at the Ann Arbor
intersection.
Please don't wait until one of our children or anyone else gets hurt
or even killed by a speeding car. Please make our street safer.
Thank you!
Sincerely,
J2 and Cindy Wunderlich
6960 Lancaster Road
Dublin
(510) 828-5275
Attachment to Letter 2
I agree to the fact that Lancaster Road is in need of a
stop sign at the intersection of Ann Arbor Way. This stop
sign willprovide a safe place to cross and reduce the speed
of automobiles.
DATE SIGNATURE ADDRESS PHONE
lU
a.Z C
a
l
her-
.5--5--
639 �
1 24,,c I < ` ...
(,,999 1tZ—c a-� P--t
?33-
1 �� �'/ �'
9-i,9�
U
Y
(0 Zl r
Lo e6q Z La,n ca.s4e x-- IzC-1
3Z`l- os�o
MEMORANDUM f F� #I te Z
) 8 199
�O
January 30, 1992 R
TO: Mehran Sepehri
FROM: Christopher S. Kinzel
SUBJECT: Lancaster Drive/Ann Arbor STOP Sign Request
This is to present the results of our analysis related to the request for STOP signs at
the intersection of Lancaster Drive and Ann Arbor Way in the City of Dublin. TJKM
conducted 24-hour machine volume counts and speed measurements at the
intersection on Tuesday, December 3, 1991. In addition, manual pedestrian crossing
counts were conducted at the intersection on the same day.
The T-intersection currently operates with stop control on the Ann Arbor leg. The
need for additional STOP sign control on Lancaster Drive was evaluated based on the
stop sign warrants presented in Attachment A. The following discussion looks at each
of the warrants in turn.
WARRANT 1: Volumes
The 24-hour machine counts revealed that the highest 8-hour vehicular volume
entering the intersection was 264 vehicles, an average of 33 vehicles per hour. This
volume is 11 percent of the volume required to satisfy the first warrant. Therefore,
the first warrant is not met.
The pedestrian counts were conducted from 7:30 to 9 a.m. and from 1:30 to 2:30 p.m.
to reflect the expected peak pedestrian crossing hours based on both Wells. and
Fredriksen school schedules. During the a.m. count period, 8 pedestrians and
3 bicyclists crossed Lancaster Drive southbound on the west leg of the intersection.
No pedestrians crossed either of the other two legs of the intersection during the a.m.
count. In addition, no pedestrians crossed any leg of the intersection during the p.m.
count period. The p.m. peak measurement period reflects the Fredriksen schedule
more than the Wells schedule due to a focus on the safety of younger children. It is
important to note, however, that school departures in the afternoon are spread over
a wider period of time than are morning arrivals, lessening p.m. hourly pedestrian
volumes overall.
4837 Chabot Drive,Suite 214, Pleasanton,California 94588-:
PLEASANTON•SACRAMENTO•FRESNO•WAl
t,EPo 2T F"m -r3 t-M
Mehran Sepehri -2- February 13, 1992
WARRANT 2:Accidents
City staff reports that no accidents are Down to have occurred at the intersection
within the past eight years. Therefore, the accident warrant is also not met.
WARRANT 3: Visibility
The actual sight distance on both Lancaster Drive approaches to the intersection was
not measured, but visibility in both directions very obviously exceeds 160 feet.
Therefore, this warrant is not met.
SPEED STUDY
The machine speed survey revealed that the 85th percentile speed on Lancaster Drive
is 22 miles per hour(mph) westbound and 26 mph eastbound. Overall, 94 percent of
the vehicles recorded were travelling under 25 mph and 6 percent were travelling
between 26 mph and 30 mph. (Only one vehicle of the 341 vehicles recorded during
the 24-hour period was travelling between 31 and 35 mph). The results of the speed
study indicate that there is good compliance with the 25 mph speed limit through the
intersection.
CONCLUSIONS
The Federal Highway Administration's Manual of Uniform Traffic Control Devices
warns that STOP signs should not be used as speed control devices. Placing a STOP
sign at the intersection could possibly create more problems than it would solve. The
infrequent speeding through the intersection would become even less frequent, but
speeding on other segments of Lancaster Drive could be worsened. Also,a STOP sign
(and/or crosswalk) could give pedestrians a false sense of confidence in crossing the
intersection. For these reasons and those mentioned above,all-way STOP sign control
is not warranted at the intersection of Lancaster Drive and Ann Arbor Way from a
traffic engineering standpoint.
COPY: Lee Thompson
Carl Springer
ATTACHMENT I
WARRANTS FOR THREE-WAY STOP SIGN INSTALLATION
Three-way_.STOP sign installation may be considered if any of the following
conditions exist:
WARRANT 1: VOLUME
Total vehicular volume entering the intersection from all approaches must average
300 per hour for any eight hours of an average day. (24-hour equivalent
approximately 4,000 vehicles.)
In addition, the vehicular volume entering the intersection from the minor street or
streets for the same eight hours must average at least 1/3 of the total volume
entering the intersection(100 per hour minimum).
WARRANT 2: ACCIDENTS
Five or more of types susceptible of correction by STOP signs within a 12-month
period, with satisfactory observance and enforcement of less restrictive control.
WARRANT 3: VISIBILITY
The straight line sight distance on one of more approaches of the major street for
vehicles or pedestrians crossing the intersection is less than 160 feet.
NOTE:
Volume-warrants to be reduced by a 60 percent Residential Area factor
if ALL of the following conditions are met:
(a) Both streets have residential frontage with existing 25 miles per hour
speed limits.
(b) Neither street is an adopted through street.
(c) Neither street exceeds 40 feet of roadway width.
(d) No existing STOP sign or signal is located on the more heavily
traveled street within a distance of 800 feet.
(e) Intersection has three legs, with streets extending 800 feet or more
away from the intersection on at least two sides.
(f) Installation of a three-way STOP is compatible with overall traffic
circulation needs for the residential area.
11/02/90
157-001
'61p ibL51706 } 7579 N�,�� �a�a3 ��o� A1\O9pcy�oZ6�6�0\4�1�aa � 0��� i �0
3 �2 O tk
4 p ga 6gg 1,�2 4 7258
-7594 564 7563 1 e 1c�\O
S9r>3
'578 W 48 7547 4399 �'x ?361 6g�> 6 g co 36
6 N
LLJ � 0 � \7562 � 32 ' 7531 �%546 16 xz 7515 ; �, I > r> � 6g NI o'n, 7497' FREDERIKSEN s 0 6 s�j �! 74
ELEMENTARY
\�� �,,y�6-� �.
-81-' SCHOOL N.T.S. / 6g a �•sue, `,;•��
SEN I cD 1 7475 O r6��
_ - r` r- 7459: >, `-F`
--
V 61
,-MARACK
7
'o DR. c-Q '.6 S \ n �� `6, > <o, `•,"'O,r>
r� t NI i I v' 9 O 6+ ` 0
r. m fn ! i '7368 � p Q1 O N �,
z I N ! m 6981 _ S roXISTItOG CRpsSwL�LK-
`r 7431 7350 0 �' -y -�` 2\'� .`r�, O: Q
v l__ D 9
r� 2 i 7339 co /,`/ S
7409 p n \� 7332 �� I ti .' 5a' o rn \ 60 Q,� 9S
{? Z3 n, 12 2g x,16 S 6 9 3 c'
3l2 7317'�29dy 1263.- \ \/ 6O �Od'i���
Tj 7383 7314 _ 3 l.. .
h1 I 7300 -1 7299 ' 95 �2 B .20.6 t L_ `.`12 .<_69 •.,S>�' /.69 �`�i.6946 , 0 SO 6� c
r _ ` 2 6, /6 g S� Off• B
7359 D 87 17296 �� / 42\ s'A 9 9 \9- s?� 9l 0,S 6 S.
73=I 7 5 7294 �2 8 ��2 p� O� 7227 `•�, pp� S> �6/9` 6�c'S F\�6 6g 6'6 bo pp X65
EX►STING C20SSwAUCS, 3 cdAy
��
7 6959 63 $'tOP AND CQ�SSr/J6 CL A+GD 6,
/,/69
,L16 ; O ` c= o SS9 6 EXI STING ClZDSSWA yi
126 7 y 2a`� 'y > �> o \ 9 Aoc) 03-36-Lo A-! S
i `r Ik
6N Oco 9�
y9 4 2 `� i 6A 0 O
'o,\�`, g
,35 r 66 1252 �2� ? 57 ,? Fi > ,0d,y�0 \o I^ pR1 O �'6 Ssu, 6 066 Og
90\
-(Lf 1239 > 06 os3` �z`•. O�'.,s{ 2 ,ham y�S 69 66
122 > 09 �p . O /` O\ (y/ r "' 060 co R �O �°' �6 S fir' g°�� G
�yy� o g y o 1 o a tiT ^° h e
9 O o \ S O O p u'
2 \ e o - Q a
4�6 �� 0p >09\ 7090 p`� �O ,ro CT pV
1 1�9 F� \ 6 \ 9/ 0 O G 10 O rl �• eS m `
0 122 66 IN 1. s Kl p �(. 1 O c "� n �O 96, o a+
h 4 � . >
apo�� 42\9 1 40 q`�\�a� �3y ,O �`p�o,/p0�\ O�p�6 �0�� p^pp5 y e 68\e0/ g , \:Is
� a F' �> \ S� �� �a! ro , �6 o ham' o o• � 92 J 1
, X00 r, �o a Op .�pl p/ o 690 , 6
`y WELLS
�Zpl \`�6 ,�� '� co `'1°�/ o �o�'°��^°o 6�v INTERMEDIATE 1
12 2 7201�, >F9 Q[r�j\\, EK\`�CIJG� O►JE-�ilAy STOP �} row i��h v 692':6/i SCHOOL
��,\ > y psi v'6•i fv +�-� p�rL;, ro 6g 8'
0.
^ l�� •`d ip �:66 I r,�0 ; 0 9S I
9 ro / `O ro F\<,`0 / ")" , 1, 69� .
\60 OOS 6974 `O� �� ` ro0�/�� 'Q S6iQueSTED STOP SIGNS A►JD
O\ 1/ V 69 �. °i O� �, ro0/ y69 _ CRDSSWAL i E
Ei X &?oSSWA-V `.SG�c.�/y69� eG �•• p; O;' �O/' �' A6g
2 v ? 6 °a O' 6A` Esc
\00 p 54 �0 'o j 0> �. 7052 T..ro°j s 6: saw
0 c� O `' %
O9 0 2 O - 6.
\ 9 �pQ , 0,6' 4,9 9 i�0 O. 9�S t
O>`s�a �C1� 'ly ��' hrO �� Oe9� ,oS� Pok c
�E�' 4 9 10 \g 0o X` 06 -o Q
6' P� O 1 ���' O° }O O> s �0 Ss ^O O
60 0 \ �1°i ti �� e. C RO N I N / A. ;
\\2 �o$��°.ore o '� o Aso,, ELEMENTARY y i^ ,�
6g;1; g6 .'\, p2�.. \ Op a0 �2
U
y SCHOOL
ru
9 G G2c�55wa�x.. '�
•`� �p.10 9�O p�.�•1° p\rL bo�9 A►J'D ONE-WAS( 5'rnP �� �% �ti �'�" *��i
Z ' 1 \
0 Q2 �o 0 3 ee ' r: °° a �. �oCATio�1 HA p