November 18, 2025, Item #11
DATE:
TO:
FROM:
CONTACT:
SUBJECT:
Summary:
AGENDA REPORT CityofPoway
November 18, 2025
Honorable Mayor and Members of the City Council
Julie Procopio, Director of Development Serviceq
Tracy Beach, City Engineer
858-668-4652 or [email protected]
CITY COUNCIL
Resolution Approving All-Way Stop Control at the Intersection of Bowdoin Road and Los Olivos Avenue
The City's Traffic Safety Committee (TSC) supported staffs recommendation for all-way stop control at the intersection of Bowdoin Road and Los Olivos Avenue, which was analyzed after receiving a resident request to evaluate the intersection. The proposed all-way stop is recommended pursuant to the California Manual on Uniform Traffic Control Devices (CA MUTCD) based on corner sight distance.
Recommended Action:
It is recommended the City Council adopt the attached Resolution (Attachment A) approving all-way stop control at the intersection of Bowdoin Road and Los Olivos Avenue.
Discussion:
On February 8, 2025 the City received a request, along with a petition, from a resident of the Garden Road North neighborhood to evaluate the Bowdoin Road and Los Olivos Avenue intersection for all way stop control. This intersection is a T-intersection where Los Olivos Avenue dead ends into Bowdoin Road. Attachment B shows an aerial of the intersection. Both streets are classified as residential streets. Currently, there are no traffic control devices installed at the intersection and drivers are required to follow the right-of-way rules for an intersection where right-of-way is determined by order of arrival at the intersection. The petition received was signed by 15 property owners or residents within 500 feet of the intersection. The petition stated near miss collisions and vehicles traveling at unsafe speeds were the primary concern. The same request was considered by the TSC in 2021. The 2021 TSC report did not recommend an all-way stop at this intersection.
In response to the recent request to consider an all-way stop at this intersection, staff re-evaluated the intersection. On Tuesday, April 22, 2025, staff collected new traffic data (Attachment C).
Additionally, staff assessed field conditions on April 30, 2025, to review sight distance and geometric conditions of the roadway. The intersection was analyzed based on the stop sign warrant procedures 1 of 13
November 18, 2025, Item #11
in
accordance
with
Sections
2B.06
and
2B.07
of
the
CA
MUTCD.
The
CA
MUTCD
is
the
governing
criteria
and
standard
for
traffic
signs.
Section
2B.07
"Multi-Way
Stop
Applications"
of
the
CA
MUTCD
is
used
as
the
guideline
to
evaluate
intersections
for
all-way
stop
controls.
The
noted
CA
MUTCD
guidelines
identify
two
groups
of
conditions
where
an
all-way
stop
control
can
be
installed:
Should
Conditions
Conditions
when
all-way
stop
controls
"Should"
be
used
involve
minimum
traffic
volumes,
number
of
accidents,
and
locations
where
traffic
signals
are
justified.
May
Conditions
Conditions
when
all-way
stop
controls
"May"
be
used
involve
a
need
to
control
left-turn
conflicts
and/or
vehicular
and
pedestrian
conflicts,
lack
of
sight
distance,
and
local
collector
intersections
with
similar
design
and
operating
characteristics.
The
subject
intersection
of
Bowdoin
Road
and
Los
Olivos
Avenue
does
not
meet
any
of
the
criteria
under
the
"Should"
conditions
due
to
its
low
traffic
volumes
and
number
of
accidents
per
year.
Under
the
"May"
conditions,
Bowdoin
Road
and
Los
Olivos
Avenue
have
the
same
classification
per
the
City's
Transportation
Master
Element
(Residential),
with
the
same
speed
limit
of
25 miles
per
hour
(mph).
These
similarities
in
roadway
characteristics
and
operating parameters
qualify
the
subject
intersection
for
an
all-way
stop
control
pursuant
to
Section
2B.07
of
the
CA
MUTCD.
Additionally,
sight
distance
was
evaluated.
According
to
the
most
recent
speed
survey,
the
85th
percentile
speed
on
Bowdoin
Road
is
31 mph.
Assuming
this
speed
on
the
uncontrolled
approach
from
Los
Olivos
Avenue
onto
Bowdoin
Road,
the
California
Highway
Design
Manual
(HDM)
calls
for
a
minimum
corner
sight
distance
(CSD)
of
297
feet
for
right
turn
movements
and
342
feet
for
left
turn
movements.
Staff performed
a
field
review
of
the
subject
intersection
to
determine
available
sight
distance.
Available
sight
distance
for
both
right
turn
and
left
turn
movements
either
meet
or
exceed
the
requirements
set
forth
by
California
HDM.
Attachment
D
provides
additional
details
for
the
observed
corner
sight
distance
. On-street
parking
on
Bowdoin
Road
is
allowed
near
Los
Olivos
Avenue.
Depending
on
the
size
of
the
vehicle
in
the
allowed
on-street
parking
area
on
the
west
side
of
Bowdoin
Road,
exit
traffic
from
Los
Olivos
Avenue
may
have
trouble
seeing
oncoming
traffic
due
to
the
horizontal
curvature
of
the
road.
Additionally,
homes
near
the
intersection
have
trees
and
foliage
that
may
obstruct
a
driver's
line
of
sight
if
left
untrimmed
over
time.
Shadows
cast
from
vegetation
on
the
lots
along
the
horizontal
curvature
may
also
create
visibility
issues.
A
photo
of
the
existing
conditions
is
shown
below.
During
this
analysis
staff
also
noticed
the
approach
of
Standish
Drive
with
Neddick Avenue/Bowdoin
Road
in
the
middle
of
the
horizontal
curvature
. This
approach
occurs
within
the
required
342
feet
sight
distance
for
left
turn
movements from
Los
Olivos
Avenue.
A
vehicle
turning
right
from
Standish
Drive
onto
Neddick
Avenue/Bowdoin
Road
heading
eastbound
may
not
be
visible
and/or
provide
sufficient
reaction
time
to
vehicles
at
the
intersection
of
Los
Olivos
Avenue
with
Bowdoin
Road.
2 of
13 November 18, 2025, Item #11
Figure
1. Looking
westbound
on
Bowdoin
Road
from
Los
Olivos
Avenue
Pursuant
to
condition
C,
Paragraph
5 of
Section
28 .07
of
the
CA
MUTCD,
the
intersection
of
Bowdoin
Road
and
Los
Olivos
Avenue
qualifies
for
all-way
stop
control
based
on
the
corner
sight
distance
conditions
.
At
its
meeting
on
May
14,
2025,
the
TSC
voted
to
support
staff's
recommendation
to
install
an
all-way
stop
control at
the
intersection
of
Bowdoin
Road
and
Los
Olivos
Avenue,
with
appropriate
markings
and
advance
warning
signs.
Prior
to
the
TSC
meeting
staff
received
three
emails
which
were
split
in
favor
and
against
the
installation
of
the
all-way
stop control
(two
emails
were
from
the
same
residence).
At
the
TSC
meeting,
residents
in
attendance
were given
an
opportunity
to
voice
their
opinions
and
concerns.
Of
the
seven
residents
who
chose
to
spe
_ak,
five
were
in
favor
o~
the
stop
sign,
one
was
_against
it, and
one
spoke
of
3 of
13 November 18, 2025, Item #11
other concerns in a nearby area. Of the five supporting the installation, several were in favor of adding more than just stop signs. The TSC voted to recommend installation of the all-way stop control and to evaluate the effectiveness of this measure six months after installation.
Environmental Review:
The project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) pursuant to Section 15301 (c) of the CEQA Guidelines (Class 1 -Existing Facilities), which applies to the operation, repair, maintenance, permitting, leasing, licensing or minor alteration of existing public or private structures, facilities, mechanical equipment or topographical features involving negligible or no expansion of use beyond that existing at the time of the lead agency's determination.
The installation of all-way stop control on existing City streets is considered a minor alteration of an existing public facility (roadway) and involves no expansion of capacity or new use. None of the exceptions to the use of a categorical exemption under Section 15300.2 apply.
Fiscal Impact:
There are sufficient funds available in the Fiscal Year 2026-26 Adopted Budget, Street Maintenance Division (411040) Street Striping Account (43300) to install new stop legends and limit lines estimated at $1,000, and in the Sign Maintenance Materials Account (45300) to install new stop signs at under $500. The City proactively plans for street maintenance services as part of the budget development process.
Public Notification:
Letters were mailed to interested parties November 6, 2025 and signage was placed at the intersection twelve days prior to the hearing.
Attachments:
A. Resolution
B. Aerial Map
C. Traffic Data
D. Corner Sight Distance
Reviewed/Approved By:
Assistant City Manager
4 of 13
Reviewed By:
Alan Fenstermacher
City Attorney
App:v:.d BP,,,..------,.
~)
Ch risHazeltine
City Manager
November 18, 2025, Item #11
RESOLUTION NO. 25-
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
POWAY, CALIFORNIA, ESTABLISHING ALL-WAY STOP
CONTROL AT THE INTERSECTION OF BOWDOIN ROAD AND
LOS OLIVOS AVENUE
WHEREAS, Section 21100 of the California Vehicle Code permits local authorities to adopt by resolution traffic control measures meeting the requirements set forth under Section 21351 of the California Vehicle Code;
WHEREAS, Section 21351 of the California Vehicle Code permits local authorities to place and maintain such traffic signs upon streets and highways as may be necessary to properly indicate and carry out the provisions of the local ordinances and to warn or guide traffic; WHEREAS, Section 21354 of the California Vehicle Code permits local authorities to designate any intersection under its exclusive jurisdiction as a stop intersection and erect stop signs at one or more entrances thereto;
WHEREAS, Section 10.24.020 of the City's Municipal Code permits installation of stop signs where the City Council has determined that there is a special hazard to life and property by reason of lack of visibility to the drivers of vehicles approaching such intersection; WHEREAS, Resolution No. 05-086, adopted by the City Council on October 4, 2005, sets the guidelines to determine a special hazard to life and property condition in accordance with Sections 28.06 "STOP Sign Applications" and 28.07 "Multi-Way Stop Applications" of the California Manual on Uniform Traffic Control Devices (CA MUTCD); WHEREAS, the City Council has determined that the intersection of Bowdoin Road and Los Olivos Avenue qualifies for an all-way stop control due to lack of adequate sight distance and the need to control vehicle conflicts in accordance with the guidelines set forth in Section 28.07 of the CA MUTCD; and
WHEREAS, the City Council has determined that an all-way stop control and appropriate markings should be established at the intersection of Bowdoin Road and Los Olivos Avenue.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Poway as follows:
SECTION 1: In accordance with said Section 21351 of the California Vehicle Code, all way stop control with appropriate markings and advance warning signs shall be installed at the intersection of Bowdoin Road and Los Olivos Avenue.
5 of 13
II
II
II
II
ATTACHMENT A
November 18, 2025, Item #11
Resolution No. 25-
PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City of Poway, California on the 18th day of November 2025 by the following vote, to wit:
AYES:
NOES:
ABSTAINED:
ABSENT:
DI SQUALi Fl ED:
Steve Vaus, Mayor
ATTEST:
Carrie Gallagher, CMC, City Clerk
6 of 13
November 18, 2025, Item #11
N
-
7 of
13 SITE
LOCATION
BOWDOIN
ROAD
AND
LOS
OLIVOS
AVENUE
ATTACHMENT
B
November 18, 2025, Item #11
I
I
California MUTCD
(FHWA's MUTCD 2014 Revision 8, as amended for use in California)
MULTIWAY STOP CRITERIA
Transportation Division, Public Works Department
• City of Poway
CALC J. Collins DATE
CHK ______ DATE
4/22/25
Major St: Bowdoin Road Posted Speed
Posted Speed
___ 2_5 ___ mph
Minor St: Los Olivos Avenue ___ 2_5 ___ mph
Criteria A -Interim Traffic Control Measure SATISFIED YES□ NO[gi Where traffic control signals are justified, the MUL TIWAY STOP is an interim measure that can be installed quickly to control traffic while arrangements are being made for the installation of the traffic control signal.
Criteria B -Accident Experience SATISFIED YES□ NO [8J
A crash problem, as indicated by 5 or more reported crashes within a 12-month period that are susceptible to correction by a MULTIWAY STOP installation. Such crashes include right-turn and left-turn collisions as well as right angle collisions. One (1) collision reported from 10/1/2019 -10/1/2024.
Criteria C.1, C.2 -Minimum Traffic Volumes
(All parts - C.1, C.2a, and C.2b must be satisfied)
C.1 Major Street Vehicular Volume Average 300 or more
0700-0800-1100- 1200- 1400-1500- 1600-
0800 0900 1200 1300 1500 1600 1700
Both Approaches 96 55 42 56 91 88 85 Major Street
1700-
1800
64 SATISFIED YES□ NO [8J
Yes D No [8J
AM Peak Hour
(0730-0830)
111
PM Peak Hour
(1600-1700)
85 C.2 a. Minor Street Vehicular, Pedestrian & Bicycle Volume Average 200 or more Yes D No [8J 0700-0800-1100- 1200- 1400-
0800 0900 1200 1300 1500
1500- 1600-
1600 1700
1700-
1800
AM Peak Hour
(0700-0800)
PM Peak Hour
( 1600-1700)
Both Approaches 37 33 26 24 27 36 37 25 Minor Street
C.2 b. Minor Street Vehicular Traffic Delay 30 seconds or more Minor Street Average Delay,
(seconds per vehicle)
AM Peak Hour Delay
9.3 Criteria C.3 -85th Percentile Speed SATISFIED
REQUIREMENT CRITERIA
85th Percentile Speeds Exceed 40 mph
70% CRITERIA C.1. Major Street Volume of at least 210 vehicles per hour SATISIFIED C.2a Minor Street Volume of at least 140 units per hour C.2b Minor Street Average Delay of at least 21 seconds per vehicle Criteria D -Combination of Criteria SATISFIED
REQUIREMENT CRITERIA
B. Five or more reported crashes within a 12-month period. 80% CRITERIA C.1. Major Street Volume of at least 240 vehicles per hour SATISFIED C.2a Minor Street Volume of at least 160 units per hour C.2b Minor Street Average Delay of at least 24 seconds per vehicle 8 of 13 ATTACHMENT C
37 37
Yes D No [8J
PM Peak Hour Delay
9.2 YES O NO □ NA [8J
FULFILLED
Yes□ No 1:8]
Yes□ No□
Yes□ No□
Yes D No□
YES O NO □ NA [8J
FULFILLED
Yes□ No 1:8]
Yes□ No□
Yes□ No□
Yes□· No□
November 18, 2025, Item #11
Day:
Tuesday
Date:
4/22/2025
.
Prepared
by
National
Data
&
Surveying
Services
VOLUME
Los
Olivos
Ave
&
Bowdoin
Rd
0:00
0 1 1
2 12:00
9 5
10 24
0:15
0 0 0
0 12:15
3 12
4 19
0:30
0 1 1
2 12:30
8 6 2
16 0:45
0 0 0
0 12:45
4 9 8
21 1:00
0 0 0
0 13:00
7 5 6
18 1:15
0 1 0
1 13:15
4 12
6 22
1:30
1 2 0
3 13:30
6 9 6
21 1:45
0 0 0
0 13:45
10 11
4 25
2:00
0 0 1 1
14:00
8 9
19 36
~15
0 0 0 0
1~15
5 14
7 26
2:30
0 0 0 0
14:30
8 16
7 31
2:45
0 0 0 0
14:45
6 13
6 25
3:00
0 1 0
1 15:00
5 14
5 24
3:15
0 0
2 2
15:15
14 15
9 38
• . 3:30
0 0 0
0 15:30
• 9
12 12
33 3:45
0 1
0 1
15:45
8 17
4 29
4:00
1 0 1 2
16 :00
8 10 18
36 4:15
0 0 1 1
16 :15
6 11
7 24
4:30
1 0 2 3
16 :30
8 18
7 33
4:45
5 0 4 9
16:45
15 10
4 29
5:00
3 0 2 5
17:00
5 12
5 22
5:15
4 0 1 5
17:15
7 10
4 21
5:30
7 0 3
10 17:30
6 12
3 21
5:45
0 1 4 5
17:45
7 12
6 25
6:00
4 1 7
12 18:00
4 17
8 29
6:15
4 0 3 7
18:15
6 15
4 25
6:30
3 2 7
12 18
:30
7 12
4 23
6:45
7 1 8
16 18:45
7 10
3 20
7:00
2 3 4 9
19:00
6 10
6 22
7:15
13 8
11 32
19 :15
1 10
6 17
7:30
16 17 10
43 19:30
7 5 2
14 7:45
6 8
35 49
19:45
4 11
3 18
8:00
7 8 9
24 20:00
1 7 2
10 8:15
12 2
11 25
20:15
4 7 3
14 8:30
9 8 3
20 20:30
4 7 3
14 8:45
5 2
12 19
20:45
3 4 2 9
9:00
8 4 9
21 21:00
7 3 1
11 9:15
1 4 8
13 21:15
1 6 1 8
9:30
7 5 4
16 21:30
3 4 0 7
9:45
8 5 5
18 21
:45
2 3 3 8
10:00
4 2 4
10 22:00
0 2 2
4 10
:15
7 4 2
13 22:15
1 3 0
4 10
:30
11 5 3
19 22
:30
2 3 0
5 10
:45
7 5 4
16 22
:45
1 4 1 6
11 :00
6 5 4
15 23:00
2 2 1 5
11:15
8 8 3
19 23:15
1 2 1 4
11:30
3 5 3
11 23:30
1 0 0 1
11:45
9 3
11 23
23:45
2 1 1 4
TOTA
O
189 123
203
515
TOTA
O
253
422
226
901
00:00
01 :00
01 :00 02
:00
02 :00
03 :00
03 :00
04:00
04:00 05:00 05:00 06:00 06:00 07:00 07:00
08 :00
08:00 09:00 09:00
10 :00
10:00
11:00
11:00
12 :00
12:00
13 :00
13 :00
14 :00
14;00
15 :00
15:00
16 :00
16 :00
17:00
17 :00
18:00
18 :00
19:00
19 :00
20:00
20:00
21 :00
21:00
22 :00
22:00
23 :00
23:00
00:00
City:
Poway
Project#:
CA25_040057
_001
0 1 0 0 7 14 18 37 33 24 29 26 24 27 27 36 37 25 24 18 12 2 3 0 2 0 1 4 36 20 18 16 21 32 37 52 58 49 46 54 36 25 2 0 1 2 8 10 25 60 35 26 13 21 24 22 39 30 36 18 19 17 10 13 16
5 4
12 3
6 5 3
4 4 1 4 15 25 47 133 88 68 58 68 80 86 118 124 122 89 97 71 47 34 19 14 . -:
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Peak
Period Volume
Peak
Hour
Peak
Volume
Peak
Hour
Factor
Peak
Period Volume
Peak
Hour
Peak
Volume
Peak
Hour
Factor
Peak
Period Volume
Peak
Hour
Peak
Volume
Peak
Hour
Factor
Peak
Period Volume
Peak
Hour
Peak
Volume
Peak
Hour
Factor
00 :00
to
12:00
189 123
203
7:15
7:15
7:15
42 41
65 0.656
0.603
0.464
12:00
to
00:00
253
422
226
15:15
14:30
15:15
39 58
43 0.696
0.906
0.597
07 :00
to
09:00
70 56
95 7:15 7:15
7:15
42 41
65 0.656
0.603
0.464
16 :00
to
18 :00
515 7:15 148 0.755 901 15:15 136 0.895 221 7:15 148 0.755 62 95
54 211
16:00
16 :15
16 :00
16 :00
37 51
36 12
2 0.617
0.708
0.500 0
.847
SPLIT
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70 9
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13 November 18, 2025, Item #11
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TIMS
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Safe
TREC
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Berke
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a
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10 of
13 CASEID:9560863
Date
&
Time
Location
Intersection
Dis
t. &
Dir.
from
intersection
Crash
Severity Injuries
Type
of
Crash
Involved
With
Pedestrian
Involved
L
X
2/23
/2023
213
.a
Neddick
A.v &
Stand
ish
Dr
No 01
.00
fi:
South
3 -lnj
iry (Othe-r
Visil
:;le)
0 Ki
:led
&
1 I .jur
ed
E
-Hit Ob
ject
I -Fixed
Ob
ject
No
Bicvcle
Involved
No
November 18, 2025, Item #11
HCM 7th TWSC
2: Bowdoin Road & Los Olivos Avenue
ntersection
Int Delay, s/veh 3.1
Movement EBL: EBT WBT WBR SBL SBR
Lane Configurations +l t. ¥
Traffic Vol, veh/h 10 36 60 10 37 10
Future Vol, veh/h 10 36 60 10 37 10
Conflicting Peds, #/hr 0 0 0 0 0 0
Sign Control Free Free Free Free Stop Stop
RT Channelized -None -None -None
Storage Length 0
Veh in Median Storage, # -0 0 0
Grade,% 0 0 0
Peak Hour Factor 92 92 92 92 92 92
Heavy Vehicles, % 2 2 2 2 2 2
Mvmt Flow 11 39 65 11 40 11
ajor/Minor Major1 Major2 Minor2
Conflicting Flow All 76 0 0 132 71
Stage 1 71
Stage 2 61
Critical Hdwy 4.12 -6.42 6.22
Critical Hdwy Sig 1 -5.42
Critical Hdwy Sig 2 -5.42
Follow-up Hdwy 2.218 -3.518 3.318
Pot Cap-1 Maneuver 1523 -862 992
Stage 1 -952
Stage 2 -962
Platoon blocked, %
Mov Cap-1 Maneuver 1523 -856 992
Mov Cap-2 Maneuver -856
Stage 1 -945
Stage 2 -962
:Approacn EB WB SB
HCM Control Delay, s/v 1.6 0 9.33
HCM LOS A
Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1
Capacity (veh/h) 391 -882
HCM Lane V/C Ratio 0.007 -0.058
HCM Control Delay (s/veh) 7.4 0 9.3
HCM Lane LOS A A A
HCM 95th %tile Q(veh) 0 0.2
AM Peak 8:57 am 04/30/2025 Baseline
11 of 13
04/30/2025
Synchro 12 Report
November 18, 2025, Item #11
HCM
7th
TWSC
2:
Bowdoin
Road
&
Los
Olivos
Avenue
Intersection Int
Delay,
s/veh
3.3 Movement
EBL:
EBT
WBT
WBR
SB
l
SBR
Lane
Configurations
4 ~
\f
Traffic
Vol
, veh/h
10 49
36 10
37 10
Future
Vol
, veh/h
10 49
36 10
37 10
Conflicting
Peds
, #/hr
0 0 0 0 0 0
Sign
Control
Free Free Free Free
Stop Stop
RT
Channelized
-
None
-
None
-
None
Storage
Length
0 Veh
in
Median
Storage
, #
-
0 0 0
Grade,%
0 0
0 Peak
Hour
Factor
92 92
92 92 92
92 Heavy
Vehicles,
%
2 2 2 2 2 2
Mvmt
Flow
11 53
39 11
40 11
ajar/Minor
Major1
Major2
Minor2
Conflicting
Flow
All
50 0 0
120
45 Stage
1 45
Stage
2 75
Critical
Hdwy
4.12 -
6.42 6.22
Critical
Hdwy
Stg
1 -
5.42 Cr.itical
Hdwy
Sig
2 -
5.42 Follow-up
Hdwy
2.218
-
3.518
3.318
Pot
Cap-1
Maneuver
1557
-
876
1025
Stage
1 -
978
Stage
2 -
948
Platoon
blocked,
%
Mov
Cap-1
Maneuver
1557
-
870
1025
Mov
Cap-2
Maneuver
-
870
Stage
1 -
971
Stage
2 -
948
~pproacti
EB
WB
SB
HCM
Control
Delay,
s/v
1.24 0 9
.25
HCM
LOS
A
Minor
Lane/Major
Mvmt
EBL
EBT
WBT
WBRSBLn1
Capacity
(veh/h)
305
-
899
HCM
Lane
V/C
Ratio
0.007
-
0.057
HCM
Control
Delay
(s/veh)
7.3 0
9.2 HCM
Lane
LOS
A A
A
HCM
95th
%tile
Q(veh}
0 0.2
PM
Peak
9:54
am
04/30/2025
Baseline
12 of
13 04/30/2025
Synchro
12 Report Page
1 November 18, 2025, Item #11
..... w
0 ..... .....
w
)::,
--i
--i )::,
n :::r
s: m
z
--i
0 /
297' CSO R .. q
8ow,-., . ......... vo,nf? -.. -..._ d
-.....
NOTES
The 85th percen tile speed on Bowdoin Rd was
recorded l o be 3 1 miles per hour (mph) . for cro ss
traffi c speeds of 31 mph, lh e r~qui.-ed Corner Sigh l Distance (CSD) io.- vehicles making .-ighl lum
movements from Los Olivos Ave onlo Neddick Ave
is 297' and th e ,·,;qui,·ed CSD i or left turn
movements on l o Bowdoin Rd is 342' p,;r Calif ornia
• Highway Design Monuol (HDM) 405 .1.
Availab le corner sight disto,1ce for .-ighl turn
movements exc,;eds the minimum 297' .-equirement.
For left turn movements, vege tati on iocoted along
the south ern podion of Neddick Ave / Bowdoin Rd
thot moy limit the ovoilob le s ight distance .
"""' ~~
! \ """"' ,,.,., , u.cco
0 AT 1~' OfrS( T rRC41
-~ ( OOC or TRA'J(I. WAY
6 Cl)
0 ..J
N
LEGEND
-g: .
~ 342' CSO R~\ • q_ \
. ,~e
A ?f,c'f..'" •
~e?>
Requir,ed CSD to,· Right Turn Movement
Required CSD ro.- Left Turn Movement
CORNER SIGHT DISTANCE