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Attachment 1: Area Map of the Study Location
Attachment 1: Detail Map of the Study Location
Attachment 2: Peak Period Traffic Volumes at Bartlett Avenue and Loftus Drive
Pedestrian Count Date:I l /15/12, Thursday
Bartlett Ave (North - South)
7:30- 9:00am
Bartlett Ave (North - South)
2:00- 3:30pm
Straight
Right
11
01
0
4
0
2
01
01
01
11
0
0
01
01
01
01
01
11
01
0
4
0
2
01
01
01
11
0
0
01
01
01
01
01
0
Loftus Dr (East - West)
Left
Right
Returned
Loftus Dr (East - West)
0 0 01 41 0 0
u 1 01 01 01 01 01 1
01 01 01 21 01 0
Attachment 2: Peak Period Traffic Volumes at Bartlett Avenue and Loftus Drive (Continued)
Motorist Count Date 11/15/12, Thursday
Bartlett Ave (North - South)
7:30- 9:00am
Traveling West
Left
Right
Loftus Dr (East - West)
91
81
171
01
0
0
71
91
4
3
1
2
Bartlett Ave (North - South)
2:ff-3:30prn
Traveling North
Straight
Right
Traveling So_
2 5
, 15 _
ANA
Straig
0
3 2
0
0
Left
Traveling So_
2 5
, 15 _
ANA
Straig
0
3 2
0
0
Left
6
2 5
10
10
5
0
3 2
0
0
0
Loftus Dr(East - West)
Left
Right
Attachment 3: Warrants for Pedestrian Crosswalks:
The California Manual of Uniform Traffic Control Devices (CA- MUTCD) dated January 21, 2010, published by State
Department of Transportation (Caltrans) provides guidance, standard and support for installing traffic control devices,
including Pedestrian Crosswalk markings, on State highway and urban streets. The following is a summary of these
guidelines applicable for installing Pedestrian Crosswalks relevant to this project:
According to CA- MUTCD, the purpose of crosswalk markings is to "provide guidance for pedestrians who are crossing
roadways by defining and delineating paths on approaches to and within signalized intersections and on approaches to
other intersections where traffic stops. Crosswalk markings also serve to alert road users of a pedestrian crossing point
across roadways not controlled by highway traffic signals or STOP signs. At non - intersection locations, crosswalk
markings legally establish the crosswalk."
The following are excerpts from CA -MUTCD on standards and guidance for crosswalk installation:
- Crosswalks should be marked at all intersections where there is substantial conflict between vehicular and
pedestrian movements.
- Marked crosswalks should be provided at other appropriate points of pedestrian concentration, such as at loading
islands, mid -bock pedestrian crossings, or where pedestrians could not otherwise recognize the proper place to
cross.
- Crosswalk lines should not be used indiscriminately. An engineering study should be performed before they are
installed at locations away from highway traffic signals or STOP signs.
- Crosswalk markings near schools shall be yellow as provided in California Vehicle Code (CVC) Section 21368.
CVC 21368 states that:
" Crosswalks Near Schools
21368. Whenever a marked pedestrian crosswalk has been established in a roadway contiguous to a school
building or the grounds thereof, it shall be painted or marked in yellow as shall be all the marked pedestrian
crosswalks at an intersection in case any one of the crosswalks is required to be marked in yellow. Other
established marked pedestrian crosswalks may be painted or marked in yellow if either (a) the nearest point of the
crosswalk is not more than 600 feet from a school building or the grounds thereof, or (b) the nearest point of the
crosswalk is not more than 2,800 feet from a school building or the grounds thereof, there are no intervening
crosswalks other than those contiguous to the school grounds, and it appears that the facts and circumstances
require special painting or marking of the crosswalks for the protection and safety of persons attending the school.
There shall be painted or marked in yellow on each side of the street in the lane or lanes leading to all yellow
marked crosswalks the following words, "SLOW- SCHOOL XING," except that such words shall not be painted or
marked in any lane leading to a crosswalk at an intersection controlled by stop signs, traffic signals or yield right -of-
way signs. A crosswalk shall not be painted or marked yellow at any location other than as required or permitted in
this section."
- In general, crosswalks should not be marked at intersections unless they are intended to channelize pedestrians.
The following factors may be considered:
• Vehicular approach speeds from both directions
• Vehicular volume and density
• Vehicular turning movements
• Pedestrian Volumes
• Roadway widths
• Day and night visibility by both pedestrians and motorists
• Channelization is desirable to clarify pedestrian routes for sighted or sight impaired pedestrians
• Discouragement of pedestrian use of undesirable routes
• Consistency with markings at adjacent intersections or within the same intersection
- Crosswalk markings may be established between intersections (mid - block) in accordance with CVC 211106(a):
"Establishment of Crosswalks
21106. (a) Local authorities, by ordinance or resolution, may establish crosswalks between intersections.
(b) Local authorities may install signs at or adjacent to an intersection directing that pedestrians shall not cross in a
crosswalk indicated at the intersection. It is unlawful for any pedestrian to cross at the crosswalk prohibited by a
sign."
- Mid -block crossings are generally unexpected by the motorists and should be discouraged unless, in the opinion
of the engineer, there is strong justification in favor of such installation. Particular attention should be given to
roadways with two or more traffic lanes in one direction as a pedestrian may be hidden from view by a vehicle
yielding the right -of -way to a pedestrian.
- White PED XING pavement markings may be placed in each approach lane to a marked crosswalk, except at
intersections controlled by traffic signals or STOP or YIELD signs.
Attachment 4: Warrants for All -Way Stop Control
A. Traffic control signals are justified
(Not Met)
B. A crash problem exists as indicated by 5 or more
(Not Met)
accidents in a 12 -month period
C. Minimum Volumes are met if:
(Not Met)
Volume entering intersection from the major approach
(total of both approaches) averages 300 vehicles per
hour for any 8 hours of an average day.
AJ
(Not Met)
The combined vehicle, pedestrian and bicycle volumes
entering the intersection from the minor street
approaches averages at least 200 units per hour for the
same 8 hours.
If the 85' percentile approach speed of the major- street
(Posted speed limit is 25 mph)
exceeds 40 mph the minimum volumes are 70 percent of
the above values.