HomeMy WebLinkAboutTraffic Control Device - New Stop Sign - Harrison Primary Center NeighborhoodBOARD OF PUBLIC WORKS
Request for Approval of
Traffic Control Device(s)
Date: July 27, 2016
I hereby submit the following installation or change of traffic control devices fnr rP.,;P.,,•
Traffic Request Number: TR15-05 (Rev)
® New Installation
❑ Removal
Revision
® Stop Sign
❑ Stop Sign
® Stop Sign
❑ Yield Sign
❑Yield Sign
❑ Yield Sign
❑ Speed Limit, _mph
❑ Speed Limit, _mph
❑ Speed Limit,
® Other, List
❑ Other, List
_mph
❑ Other, List
15 "STOP" (RI-1)
25 "New Traffic Pattern Ahead" (W23-2)
7 locations - change stop directions
Location(s): Harrison Primary Center Neighborhood (see attached illustrations, Fig 1 - Existing, Fig 2 - Proposed)
This has been submitted:
® In response to request by a citizen/ neighbor/ passerby: several residents in neighborhood
❑ In response to contracted reconstruction or improvements
❑ In response to developer -provided reconstruction or improvement
® In response to an internally -generated concern from: Theresa Harrison, transportation Engineer
Remarks: Enhanced conspicuity for the revised and new signs is desirable (flags, reflective sign posts) per IMUTCD Section
Submitted & Proposed by:
Theresa E. Harrison,PE
Transportation Engineer
Date: July 27, 2016
APPROVED: SOUTH BEND BOARD OF PUBLIC
WORKS
Gary A. Gilot, resident
WRef
IHa td P. S, M m er
James A. queller, Mem er
Elizabeth A. Maradik, Member
Therese J. Dorau, Member
Distribution:
Bureau of Traffic and Lighting
South Bend Police Department Traffic Division
Recommend Approval/Denial:
Pate} k C. Kerr, PhD, PE
City Engineer
Date: '-Z% 16
Aries
,Sihda M. Martin, Clerk
I" o7/a-0(cP
Date
CITY OF SOUTH BEND
DEPARTMENT OF PUBLIC WORKS
DIVISION OF ENGINEERING
1965
TO: Board of Public Works
THROUGH: P. Corbitt Kerr, Ph.D., P.E. — City Engineer Gl+ 1_�71746 cc
FROM: Theresa E. Harrison, P.E., ENV SP —Transportation Engineer
SUBJECT: Harrison Primary Center Traffic Control Study — Summary (Rev. TR15-05)
DATE: July 27, 2016
PURPOSE & NEED
The purpose of this study was to evaluate the operations and effectiveness of previously
implemented traffic control in the Harrison Primary Center (HPC) vicinity to determine if any
revisions are necessary to further improve pedestrian safety. Continual calls, from area residents,
for revising and even returning to earlier conditions (pre -September 9t" traffic control revisions)
prompted this re-evaluation.
The area included in this re-evaluation is bound by Western Avenue on the north, Dunham Street
on the south, S. Kaley Street on the east and S. Wellington Street on the west. Figure 1 illustrates
the currently existing traffic control, as revised in September 2015, within the boundaries of the
re-evaluation area.
RECOMMENDATION
It is recommended that a "basket -weave" pattern of STOP control be set up in this neighborhood
to dissuade cut -through and speeding traffic. Intersection sight distances are a problem on Ford
Street at its intersection with Wellington Street, Falcon Street, Camden Street, and Bendix Drive.
Since this is a residential neighborhood the restriction of parking is not an option, therefore all -
way stops are recommended. Figure 2 illustrates the proposed traffic control.
With such significant proposed traffic control revisions 25 "New Traffic Pattern Ahead" signs are
included in the plan and it is recommended that enhanced conspicuity be used for the new
regulatory signs (per IMUTCD reference, attached). Additionally, public outreach and notification
is recommended, including:
• Contact Councilman Oliver Davis
• Coordinate with Department of Community Investment
• Prepare an article for the South Bend Tribune
• Distribute a news release to the TV and radio media
• Prepare notices for Harrison School staff and students' families (request Principal to
include in normal communication process)
Page 1 of 5
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Page 36
2011IMUTCD
14 The unique letter forms for each of the Standard Alphabet series shall not be stretched, compressed,
warped, or otherwise manipulated.
Support:
15 Section 2D.04 contains information regarding the acceptable methods of modifying the length of a word for a
given letter height and series.
Section 2A.14 Sign Borders
Standard:
01 Unless otherwise provided, each sign illustrated in this Manual shall have a border of the same color as
the legend, at or just inside the edge.
02 The corners of all sign borders shall be rounded, except for STOP signs.
Guidance:
03 A dark border on a light background should be set in from the edge, while a light border on a dark
background should extend to the edge of the sign. A border for- 30-inch signs with a light background should be
, from 112 to 314 inch in width, 112 inch from the edge. For similar signs with a light border, a width of I inch
should be used. For other sizes, the border width should be ofsimilar proportions, but should not exceed the
stroke -width of the major lettering of the sign. On signs exceeding 72 x 120 inches in size, the border should be
2 inches wide, or on larger signs, 3 inches wide. Except for STOP signs and as otherwise provided in Section
2E.16, the corners of the sign should be rounded to a radius that is concentric with that of the border.
Section 2A.15 Enhanced Consoicuity for Standard Sims
Option:
n Based upon engineering judgment, where the improvement of the conspicuity of a standard regulatory,
warning, or guide sign is desired, any of the following methods may be used, as appropriate, to enhance the signs
conspicuity (see Figure 2A-1):
A. Increasing the size of a standard regulatory, warning, or guide sign.
B. Doubling -up of a standard regulatory, warning, or guide sign by adding a second identical sign on the left-
hand side of the roadway.
C. Adding a solid yellow or fluorescent yellow rectangular "header panel" above a standard regulatory
sign, with the width of the panel corresponding to the width of the standard regulatory sign. A legend
of NOTICE, STATE LAW, or other appropriate text may be added in black letters within the header
panel for a period of time determined by engineering judgment.
D. Adding a NEW plaque (see Section 2C.62) above a new standard regulatory or warning sign, for a period
of time determined by engineering judgment, to call attention to the new sign.
E. Adding one or more red or orange flags (cloth or retroreflective sheeting) above a standard regulatory or
warning sign, with the flags oriented so as to be at 45 degrees to the vertical.
F. Adding a solid yellow, a solid fluorescent yellow, or a diagonally striped black and yellow (or black
and fluorescent yellow) strip of retroreflective sheeting at least 3 inches wide around the perimeter of a
standard warning sign. This may be accomplished by affixing the standard warning sign on a background
that is 6 inches larger than the size of the standard warning sign.
G. Adding a warning beacon (see Section 4L.03) to a standard regulatory (other than a STOP or a Speed
Limit sign), warning, or guide sign.
H. Adding a speed limit sign beacon (see Section 4L.04) to a standard Speed Limit sign.
1. Adding a stop beacon (see Section 4L.05) to a STOP sign.
J. Adding light emitting diode (LED) units within the symbol or legend of a sign or border of a standard
regulatory, warring, or guide sign, as provided in Section 2A.07.
K. Adding a strip of retroreflective material to the sign support in compliance with the provisions of
Section 2A.21.
L. Using other methods that are specifically allowed for certain signs as described elsewhere in this
Manual.
Support:
Sign conspicuity improvements can also be achieved by removing non -essential and illegal signs from the
right-of-way (see Section 1A.08), and by relocating signs to provide better spacing.
Standard:
The NEW plaque (see Section 2C.62) shall not be used alone.
Strobe lights shall not be used to enhance the conspicuity of highway signs.
Sect 2A.13 to 2A.15 November 2011
Page 4 of 5
2011 IMUfCD
Figure 2A-1. Exa
A — W16-15P plaque above
a regulatory or warning
sign if the regulation or
condition is new
NEW I
D — Solid yellow, solid fluorescent
yellow, or diagonally striped
black and yellow (or black and
fluorescent yellow) strip of
retroreflective sheeting
around a warning sign
EXIT
25
Conspicuity for Signs
— Red or orange flags
above a regulatory,
warning, or guide sign
LIMIT
35
E — Vertical retroreflective
Section 2A.16 Standardization of Location
Page 37
C — W16-18P plaque above
a regulatory sign
NOTICE
WEIGHT
LIMIT
10
TONS
F —Supplemental beacon
Support:
01 Standardization of position cannot always be attained in practice. Examples of heights and lateral locations
of signs for typical installations are illustrated in Figure 2A-2, and examples of locations for some typical signs at
intersections are illustrated in Figures 2A-3 and 2A-4.
02 Examples of advance signing on an intersection approach are illustrated in Figure 2A-4. Chapters 213, 2C, and
2D contain provisions regarding the application of regulatory, warning, and guide signs, respectively.
Standard:
03 Signs requiring separate decisions by the road user shall be spaced sufficiently far apart for the
appropriate decisions to be made. One of the factors considered when determining the appropriate spacing
shall be the posted or 85`"-percentile speed.
Guidance.
04 Signs should be located on the right-hand side of the roadway where they are easily recognized and
understood byroad users. Signs in other locations should be considered only as supplementary to signs in the
normal locations, except as otherwise provided in this Manual.
05 Signs should be individually installed on separate posts or mountings except where:
A. One sign supplements another;
B. Route or directional signs are grouped to clarify information to motorists,
November 2011 See.2A.16
Page 5 of 5