REGIONAL BICYCLE/PEDESTRIAN PLAN
Adirondack/Glens Falls Transportation Council
Adirondack/Glens
Falls Transportation Council
July
2014
July
2014
TABLE OF CONTENTS
Introduction ……………………………………………………………………………………….. 1
Purpose ……………………………………………………………………………………….. 1
Benefits of Bicycle and Pedestrian Facilities ……………………………………… 2
Bicycle Improvements …………………………………………………………………………. 3
Existing Conditions ………………………………………………………………………… 3
Priority Bicycle Network …………………………………………………………………. 4
Design Standards …………………………………………………………………………… 8
Bicycle Shoulder Physical Feasibility Analysis ………………………………….. 13
Bicycle Facility Improvement Process ……………………………………………. 15
Other Bicycle Improvements …………………………………………………………. 18
Pedestrian Improvements ………………………………………………………………….. 19
Pedestrian Facilities: Policies and Legislation ………………………………….. 19
Pedestrian Design Features …………………………………………………………… 22
Pedestrian Facilities in Suburban and Rural Environments ……………….. 29
Pedestrian Priority Map ……………………………………………………………….. 30
Implementation ………………………………………………………………………………… 32
Partnerships ……………………………………………………………………………….. 32
Funding ………………………………………………………………………………………. 33
References:
AASHTO. (July 2004). Guide for the Planning, Design, and Operation of Pedestrian Facili ‐
ties.
Hughes, H. H. (2001). Evaluation of Automated Pedestrian Detection at Signalized Inter‐
sections. Federal Highway Administration.
NYSDOT. (2013). Highway Design Manual, Chapter 18: Pedestrian Facility Design.
United States Access Board. (2011). Accessibility Guidelines for Pedestrian Facilities in the
Public Right‐of‐Way. Authority: 29 U.S.C. 792 and 42 U.S.C. 12204.
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INTRODUCTION
Purpose
The Adirondack/Glens Falls Transportation Council (A/GFTC) has
prepared this Regional Bicycle & Pedestrian Plan with the intent to
provide a framework for future improvements which will result in
a more comprehensive network of bicycle and pedestrian facilities
in Warren, Washington, and northern Saratoga Counties.
This plan, which updates the Bicycle and Pedestrian Plan prepared
by A/GFTC in 2000, has be en
created in conjunction with a process
which takes into account the priorities of the local municipalities
and stakeholders in the A/GFTC region. This process is intended to
strengthen ties so that partnerships can continue in the future
implementation of the priority projects. The plan in cl
udes:
An inventory of existing conditions at a regional scale
A review of all available community plans and priorities for
each municipality
Identification of priority bicycle network connections and
pedestrian priority areas
Guidance to select appropriate design features
Identification of local policies to support bicycle and
pedestrian activity
A plan for implementation
This process has resulted in a plan which identifies feasible, real ‐
world actions that can be taken to improve biking and walking
within the region. By coordinating implementation across local,
county, and state levels, it is hoped that the plan will increase the
efficiency and efficacy of improvements.
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Benefits of Bicycle and Pedestrian Facilities
Biking
and walking, whether conducted as a mode of
transportation or as a recreational activity, offer a wide variety of
personal, social, and environmental benefits. On a personal level,
biking and walking are not only ways to become or stay physically
active, but also affordable, fun transportation methods available to
all ages. Socially, these ac ti
vities reduce health care costs and
vehicular traffic, can provide a healthy activity for families and
children, and can provide an important component to the local
economy in terms of tourism. In terms of the environment, biking
and walking can be an effective way to reduce dependence on the
automobile, and subsequ ently re
duce carbon emissions.
With all these benefits, many communities are demonstrating a
strong interest in strengthening and improving bicycle and
pedestrian infrastructure, on both a local and regional level. Many
of the communities within the region have been active in pursuing
ways to directly and indirectly im
prove the biki ng and walking
experie
nce. This has included innovative partnerships, physical
projects, and policies that encourage improvements to
infrastructure. This plan underscores the ongoing commitment to
encourage pedestrian and bicycle activity for the benefit of
residents, business owners, and visitors alike.
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BICYCLE IMPROVEMENTS
Existing Conditions
This
section of the plan is intended to guide the improvement of
bicycle facilities and the future designation of bicycle routes. This
effort is not “starting from scratch”, but is rather the continuation
of many years of work by several agencies. A/GFTC, local bike
groups, and individual municipalities have been active in
encouraging accommodati ons for
cyclists. It is therefore important
to take stock of the conditions for cyclists as they stand today.
The A/GFTC region currently is home to a growing bicycle network,
including:
Separated right ‐of ‐way trails: The A/GFTC area has
approximately 17 miles of trails which accommodate non‐
roadway travel. The most extensive network consists of the
Warren County Bikeway and Feeder Canal Trails, which link the
City of Glens Falls to the Villages of Fort Edward, Hudson Falls,
and Lake George, and the Towns of Queensbury, Fort Edward,
and Ki ngsbur
y. In addition, there are almost 5 miles of trail
located in the Village and Town of Granville. This trail is
located along the D&H rail bed and extends into Vermont.
Finally, the Betar Byway in South Glens Falls links the
downtown to the Town Beach and other destinat ions.
Designated cycling routes: There are currently about 100
miles of on ‐road bicycle routes, located on State highways and
local roads throughout the area. These include US Route 9 in
Saratoga County, NY Route 197 in the Town of Moreau, US
Route 4 and NYS 22 (both are elements of NYS Bicycle Route
9), as well as local roads in the Towns of Que ensbury,
Lake
Luzerne and the City of Gl
ens Falls. It is anticipated that this
network of on ‐road bicycle routes will continue to grow as
local communities adopt policies in support of the A/GFTC
Bicycle and Pedestrian Plan and NYS Complete Streets
legislation.
There are also other bi cy
cl
e route networks and facilities
surrounding the region, especially in Saratoga, Essex, and Hamilton
Counties. These include networks such as the Saratoga County
Heritage Trail and the “Bike the Byways” network. Creating and
maintaining strong connections to these neighboring opportunities
is a key aspect of this plan .
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Priority Bicycle Network
The
goal of this plan is to provide a framework for future
improvements which will result in a more expansive and
comprehensive network of bicycle and pedestrian facilities in the
A/GFTC region. Most of these facilities are likely to be located
along existing roadways. However, it is not realistic to assume tha
t
every roadway will be the focus of bi cycl
e improvement projects,
especially given current funding limitations.
As such, an important component of this plan involved setting
priorities to identify which roadways represent the highest priority
for designation as bike routes and/or capital improvements. To set
realistic and feasible actions for this pla n,
several factors were
considered, i n
cluding local priorities, the needs of the cycling
community, and transportation connectivity.
Local Priority Routes: Many local municipalities have
addressed the need for bicycle facilities in planning
documents. All available local planning documents were
reviewed to determine the stated bicycle transportation
priorities in each municipality. Map 1 illustrates the roads
specifically mentioned within a municipal plan as being
suitable for current bike use or desired for bike use in th e
future. This an a
lysis highlights the fact that not every
community has stated priorities concerning cycling. Some
communities have identified specific on ‐ and off‐road
alignments, while others include a general statement of
support for bicycling issues. Still others make no mention of
cycling at all; however, this should not infer that the
commu
nity does not support bicycle infrastructure. Nothing in
this plan is intended to prevent local municipalities from
supporting the establishment of additional bicycle facilities,
nor to obligate communities to engage in projects in the
future.
Bicycle Advocate Priority Routes: Maintaining and promoting
safe, functional bicycle facilities along the roads most used by
cyclists is a key goal of this plan. To facilitate this, several
stakeholder groups within the region were asked to generate a
list of cycling routes and desired connections, including the
Warren County Safe & Quality Bicycling Organization and the
Cambridge V a
lley Cycling Club. These road
ways represent the
Terminology
Terminology
This
plan makes frequent reference to two
important concepts relating to bicycle
networks. These include:
Bike Routes: A system or network of
roads, streets, paths or ways that have
been designated by the jurisdiction
having authority with directional and/
or informational signage or pavement
markings. It should not be implied that
roadways not designated as bike
routes cannot or should not be used
by cyclists.
Bike Facilities: The physical surface on
which the cyclists ride. These may
include, but are not limited to, multi‐
use trails, bike lanes, road shoulders,
or vehicle travel lanes. A description of
the different types of bicycle facilities
is included in this plan. Bike facilities
can also include other features
designed to accommodate/encourage
cycling, such as bike parki
ng facilities.
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alignments
of existing bike events, important
connections to recreation destinations, and
roadways which are enjoyable to ride (see Map
1). Although recreational riding is not the focus of
this plan, it is important to recognize those routes
which are favored by the biking community.
The maps of individual priorities provide a wide range
of on– and off‐road options for a potential bicycle
network. From among these, a Priority Bicycle
Network was selected (Ma p 2). Th
is Priority Network
balances the needs of the local municipalities and
cycling community with A/GFTC’s focus on providing
transportation options throughout the region. This
includes connections to destinations within the A/
GFTC re g
ion, as well as bike routes in adjacent
counties.
This network is intended to assist in the decision ‐
making process for both designating bicycle routes
and selecting bicycle improvement projects.
However, the selection of capital projects involves
other equally important factors. The following section
of this pla n
a ddresses the design, feasibility, and
imple
mentation of bicycle improvement projects.
Priority Bicycle Network
Priority
Bicycle Network
This
network of on ‐ and off‐road connections balances
the needs of the local municipalities and cycling
community with regional transportation connections.
A detailed map of the Priority Bicycle Network can be
found online here:
http://www.agftc.org/altern ativetransportation.htm
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Map 1: Municipal/Cyclist Group Bicycle Priority Map
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Map 2: A/GFTC Bicycle Priority Network
A
detailed map of the Priority Bicycle Network
can be found online at
http://www.agftc.org/alternativetransportation.htm
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Design Standards
Design
standards for bicycle facilities can apply to the location,
width, pavement, and other features such as drainage grates and
protective railings. These standards may be applied to all or part of
an on ‐road facility or an multi‐use trail.
The selection of a bicycle facility depends on many variables: the
type of cyclist likely to use the facility; tr affic
mix, volume, speed,
parking, and sight distances (for on ‐road facilities); bicycle speed,
grade, multi‐ use capacity, and roadway/rail crossings (for off‐road
facilities). Several agencies, including NYSDOT, FHWA, and
AASHTO, have compiled manuals and guidance documents which
can help to se lect
the most appropriate design standards for each
type of fa
cility.
For the purposes of this document, the most commonly applicable
design standards have been summarized below. This summary is
intended to aid in the prioritization of improvement projects, by
outlining general minimum standards for the types of facilities
most likely to be proposed in the A/GFTC region. The design
standards are based on tho s
e in the NYSDOT Highway Design
Manual Chapter 17 (Bicycle Facility Design), and on AASHTO’s 2012
Guide for the Development of Bicycle Facilities. Please note that
these standards are general; specific design of bicycle facilities
must take into account any applicable requirements for the
specific roadway—i.e. Federal, State, or Local regulations, as
appropriate. Standards for features such as bridges or railings
have not been included; refer to the appropriate guidance
document for detail concerning these facilities.
This summary is not intended to limit the range of potential bicycle
facilities in the A/GFTC region. As new standards are adopted, and
different types of bicycle facilities teste d
and de ployed, it is
recomme
nded that these new techniques be reviewed to
determine if they may be appropriate to conditions in the A/GFTC
region.
Guidance Documents for
Guidance
Documents for
Bicycle Facility Design
Bicycle
Facility Design
Standards:
Standards:
American
Association of State
Highway and Transportation
Officials (AASHTO): Guide for the
Development of Bicycle Facilities ,
2012
Federal Highway Administration
(FHWA): Bikesafe: Bicycle
Countermeasure Selection System ,
May 2006; Selecting Roadway
Design Treatments to
Accommodate Bicycles , 1992
New York State Department of
Transportation: Highway Design
Manual, Chapter 17 Bicycle Facility
Design, 2006
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Bike
Shoulders (aka Wide Shoulders)
Most appropriate for: Rural/suburban roadways with limited
sections of curbing and without on ‐street parking. This is a space
that can be used by bicycles but is not specifically devoted to
them.
Design standards:
4’‐wide (min.) shoulder for non ‐curbed
roadways with speeds under 40 MPH. Width increased to 6’ for
higher ‐speed/higher ‐volume roadways, roads which exceed 5%
grade for 6 miles or longer, or roads with curbs or other obstacles
at the edge of pavement. No special pavement markings are
required.
Advantages:
Many bike shoulders already exist
No additional maintenance required beyond that which is
required for the roadway
Can sometimes be accommodated via re ‐striping
Appropriate for rural and suburban areas
No additional striping at intersections
Disadvantages:
Less comfortable for beginning/average cyclists than bike lanes
May require additional ROW width
Cars parked on shoulder can reduce space available in
shoulder for cyclists
6’ ‐ with curb 4’ ‐ no curb Travel lane
Above: Wide shoulder designated as a bicycle route
Diagram of typical design of wide shoulders
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Bike
Lanes
Most appropriate for: Urban roadways with curbing and on ‐street
parking. Unlike road shoulders, bike lanes are dedicated solely to
use by bicycles.
Design standards:
4’‐wide (with no on ‐street parking/curb) or 5’‐
wide (with on‐street parking/curb) striped lane located between
travel lane and parking lane/curb. Requires pavement markings
and directional signage.
Advantages:
Higher profile/visibility for cyclists
Channelizes bike traffic
More comfortable for beginning/average cyclists to ride
Minimizes cars swerving into other lane to avoid cyclists
Can sometimes be accommodated via re ‐striping
Disadvantages:
Intersections can become complicated with extra bike lane
striping and signage (see images below left)
May require additional ROW width
Mainly an urban roadway feature
Can pose conflict with on ‐street parking
Can be blocked by illegally parked cars
Top: Bike lane without on ‐street parking
Bottom: Bike lane with on ‐street parking
(photos courtesy of pedbikeimages.org)
Top: Striping for bike lanes at intersection
Bottom: Signage for bike lanes
(photos courtesy of pedbikeimages.org)
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Shared
‐Use Lanes (a.k.a. Wide Curb Lanes)
Most appropriate for: Roadways which allow bicycles and vehicles
to ride side‐by‐side, but in which other bicycle facilities cannot be
accommodated. Use only if all other options are unfeasible.
Design standards:
14’‐wide desired travel lane
Advantages:
Minimal striping or maintenance required
Benefits to non ‐bicycle traffic: accommodates buses and truck
turning movements/emergency maneuvers
Disadvantages:
Least comfortable for beginning/average cyclists
Wider travel lanes can increase traffic speeds
Can pose conflict with on ‐street parking
No visual indication that the roadway contains a bicycle facility
14’‐wide lane 14’‐wide lane Parking lane:
width varies
Wide curb lane
(photo courtesy of pedbikeimages.org)
Typical design standard for wide curb lane
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Shared
‐Lane Markings
Most appropriate for: Roadways with lanes less than 14′ and
speeds under 40 mph where no other dedicated bicycle facility can
be feasibly accommodated.
Design standards:
Set by NYSDOT supplement of the MUTCD.
Pavement markings (“sharrow”) and signage deployed in
conjunction.
Advantages:
Less expensive to deploy than facilities which require road
widening or construction
No physical changes needed to roadway
Reduces wrong ‐way cycling
Disadvantages:
Initial deployment may be confusing to cyclists and motorists
May be less comfortable for beginning/average cyclists
Multi‐ Use Trail/Path (aka Off‐ Road Trail)
Most appropriate for: Areas with existing linear ROW (rail/utility
corridors, for example) which link destinations
Design standards:
10’‐wide recommended for a two ‐way path (12’
preferred)
Advantages:
Least potential for vehicle/bike conflict
Most comfortable for beginning/average cyclists
Potential to create direct links
Recreation amenity
Disadvantages:
Highest cost to implement – requires ROW acquisition, design,
and construction
Requires separate maintenance; many municipalities may be
unable to provide maintenance
Top: Signage for shared‐ lane roadways
Bottom: Pavement marking for shared‐ lanes
Multi ‐use trail
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Bicycle Shoulder Physical Feasibility Analysis
In
addition to identifying the location of important bicycle
connections (the Priority Network), and summarizing the
applicable design standards for conditions in the A/GFTC region,
this plan also analyzed whether roadways may currently have the
requisite pavement width to meet the Design Standard
appropriate to the context. A GIS map was prepared which
compares the existi ng
shoulder width to the bike shoulders Design
Standard. Th is creates a co
nservative analysis, as the width
necessary for the wide shoulder Design Standard is greater than or
equal to the dimensions needed for any other type of bicycle
facility. As such, it can be broadly assumed that a roadway which is
wide e
nough to support the Design Standard for bike shoulders
will likely also be wide enough for shared lanes, bike lanes, and so
forth.
The existing shoulder width was based on GIS information, then
verified via inspection by A/GFTC staff. For the purposes of this
plan, th
e average paved shoulder width was measu r
ed for each
section of roadway. Roads with on ‐street parking were not
included in this analysis, nor were gravel shoulders. This analysis
does not take into account the condition of the pavement. The
shoulder width was then compared to the posted speed limit for
the roadway. It sh o
u
ld be noted that the posted speed limit is not
the only relevant factor when determining the required width of a
bike shoulder. Topography, functional classification of the
roadway, traffic volume and mix, and sight distance are all other
factors which can influence the appropriate bike sho ulder
width.
Posted speed was chosen as the analysis method for
this plan to
facilitate the GIS analysis.
The results of this analysis are shown in Map 3, which indicates
that the majority of priority roadways do not have current
sufficient width to meet the wide shoulder Design Standard. It is
crucial to note tha t
lack of shoulder width does not im
ply that a
roadway is inherently unsafe or unsuitable for use by cyclists. The
intent of this mapping exercise was to determine which, if any,
roadways could currently meet (or come close to meeting) this
design standard. This information can be usefu l
in helping roadw a
y
owners determine the scope of work required to create or
enhance bicycle facilities in the future.
Right
Right
‐
‐
of
of
‐
‐
Way
Way
Throughout
this document, reference is
made to “right‐of ‐way”, or ROW. This
refers to the land acquired for, or
devoted to, transportation purposes. This
could be a road (possibly including
sidewalks) or a path or trail not
associated with the street network.
In many cases, the ROW is owned
outright by the enti
ty which has a utho
rity
over the road or trail—a local
municipality, a county, or NYSDOT. The
ROW is often wider than the actual road
or trail, so that curbs, sidewalks,
drainage, signs, and other features may
be accommodated.
It must also be noted that many
roadways in the A/GFTC region pr eda
t
e
formal acquisition by the municipality.
These are known as “user highways”,
“highways by use”, or “roads by use”. The
public right‐of ‐way extends only to the
“extent of actual use”. A recent NYS court
opinion* has determined that “extent of
actual use may include, in addition to the
traveled portion, the shoulders an d
whatever
land is necessary for the safety
of the public and for ordinary repairs and
improvements.”
As such, widening these types of roads
past the extent of actual use usually
involves acquisition of property from
adjacent landowners, which can
significantly increase the cost and time
frame of cons truction
projects.
* Op Atty Gen (Informal) No. 99‐19
http://www.ag.ny.gov/sites/de fault/files/opinion/I%2099 ‐19%20pw.pdf
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Map 3: Shoulder Width Analysis
Note:
Road sections with on ‐street parking not included in analysis.
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Bicycle Facility Improvement Process
The
priority network identified in this plan is intended to serve as a
guide for the location of bicycle facility improvements. However,
several other factors will play an important role in the timing and
selection of projects which further this plan. These are listed
below.
Funding availability. As of the date of this report, traditional
A/GFTC fund sources for bicycle facilities are very limited and
highly competitive. However, funding through the NYS
Coordinated Funding Application process or other sources may
prove to be viable for bicycle projects until such time as
transportation funds through A/GFTC are increased.
Complete Streets/Integration with other transportation
projects. Given the current funding restrictions facing all
aspects of transportation, combining vehicle and bicycle
improvements in the same project may be the most efficient
and effective course of action. Since New York State recently
enacted Complete Streets legislation (see page 20), it is likely
that bicycle facilities will become a more prominent element in
the design and construction of roadways at the St at
e and
County level. In addition, there may be opportunities to create
or improve a bicycle facility during a local roadway or bridge
project in the future, regardless of the priority level assigned
as a part of this plan. Local agencies should tak e
adv a
ntage of
these opportunities as they arise.
Target Cyclist. Cyclists can span a wide range of experience
levels and skill. Experienced cyclists may feel more
comfortable using certain types of bicycle facilities than do
children or less‐experienced adults. This plan does not
differentiate between types of cyclists, as the goal is to
encourage cycling for everyone. However, the desire to
accommoda t
e a wide range of cy
clists should be balanced with
the benefits of providing a facility where none currently exists,
even if the facility may not be the most comfortable for every
cyclist. This balance should be informed by factors such as
proximate land uses, location of the proposed facility, and
physical constraints of the roadway/trail area.
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To
further facilitate the decision ‐making process, a Bicycle Facility
Improvement Process has been developed. The first step in that
process is to select the appropriate Design Standards for the
roadway in question. Not every roadway will require a dedicated
bicycle facility. Roads with very low traffic volumes, for example,
may operate adequately as bicycle fa cili
ties without any physical
alterations. The next step is to determine how additional
improvements, if required, can be funded and constructed. The
flow chart on page 17 is intended to help guide this process.
Factors such as existing pavement width, the feasibility of off‐road
connections, and available funding progr a
ms are all considered.
This process anticipates that most roadway owners would require
that bicycle facilities are largely consistent with the design
standards prior to designation as a bike route; however, this is not
prerequisite. The designation itself may be an internal process, or
may be at the be hest
of a separate gro
up. For example, the
WCS&QBO recently petitioned the Town of Queensbury to
designate several roadways as bike routes; the Town Board passed
a resolution designating the roadways as this plan was being
drafted. This process could be replicated for any town in the A/
GFTC region. Similarly, this group, or any local m uni
ci
pality, may
choose to petition roadway owners to designate their roadways as
bike routes.
New York State maintains a separate system of bike routes,
designed to encourage long ‐distance connections across the state.
However, local bike route signage may be added along State
roadways with appropriate permit s and mainte
nance agreements.
An example of this is the Saratoga County Heritage Trail, which is
located along NYS Routes 9 and 197 in the Town of Moreau.
Is a dedicated bicycle
Is a
dedicated bicycle
facility needed?
facility
needed?
Unless
prohibited by law, bicycles are
allowed to travel on any public roadway.
Although the focus of this plan is on
providing facilities which will make bicycle
travel safer and more comfortable, there
are situations in which an existing roadway
may represent an adequate facility for
bicycles, without the need for a dedicated
facility such as a bike lane.
These i
nclude:
Minor roads with low traffic volumes (>
1,000 vehicles per day)
Low‐speed roads, such as within
neighborhoods
Rural roadways with adequate sight
distance
Roadways with no history of bicycle
accidents
Off
Off
‐
‐
Road Facilities
Road
Facilities
In
some cases, there may be an opportunity
to provide an off‐road facility, such as a
multi ‐use trail. This option usually requires
acquisition of right‐of ‐way, which drives
costs up. However, given that multi ‐use
trails can sometimes be funded through
alternative grant sources (see page 33), it
may someti
mes be more feasible to
provide an off
‐road connection than to
improve a roadway. However, the potential
for increased costs and decreased
connectivity must be weighed in this
decision.
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START:
For all proposed bicycle routes, determine whether dedicated/
improved bicycle facilities are warranted and desirable*
Ye s No
Can the bicycle facility be created through re ‐striping,
roadway stencils, or shared ‐lane markings?
Pavement Width
Alteration Needed
Is the roadway scheduled for re ‐paving or other capital
improvement which involves re ‐striping the roadway?
Restripe roadway as part of
preservation project
Designate roadway as a Bike
Route; add signage
Ensure facility will be
maintained, if necessary
Pursue funding for multi‐ use trail
through TAP, MTC, or CF funding
Ensure facility will be maintained, if
necessary
Acquire ROW (if needed) and
construct trail
Could an off‐ road facility feasibly be
substituted?*
Pursue funding for capital
improvement through TAP, STP,
MTC, or CF funding
Construct facility
Designate roadway as a Bike
Route; add signage
Is there a demonstrated history of
bicycle accidents?
Pursue funding for capital
improvement through HSIP funding
Construct HSIP project
Designate roadway as a Bike Route;
add signage
Designate roadway as a
Bike Route; add signage
Ye s No
Ye s No
Ye s No
*Note: See sidebar on page 16
Key:
TAP = Transportation Alternatives Program
STP = Surface Transportation Program (for
Beyond Preservation projects)
MTC = Make the Connection Program
CF = NYS Consolidated Funding Solicitation
HSIP = Highway Safety Improvement Program
Ye s
No
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Other Bicycle Improvements
There
are many opportunities to pursue small‐scale improvements
which could also improve the biking experience in the A/GFTC
region. These “spot” improvements address issues which may not
require significant funding to complete. Several examples are
included below.
Drainage grate pattern
The direction of the grating pattern on storm drains is an often ‐
overlooked detail. Grate openings which run parallel to the travel
direction can cause havoc for thin bicycle tires. Ideally, grates
should feature a “bike ‐friendly” pattern. If this is not feasible, the
grate should be situated so that the pattern r
uns p erpendi
cular to
the travel direction.
Individual hazards
Potholes, cracks, and sudden changes in grade near utility access
points and drainage grates can be difficult for cyclists to maneuver,
especially at night. In the short term, pavement markings as
specified in Chapter 9C of the MUTCD can help alert cyclists that a
potentially hazardous condition exists. These hazards can the n
be
eliminated or mini mized as the appropri
ate roadway or utility
project is undertaken in the future.
Pavement overlays
Even if no re ‐striping or widening is called for in a paving project,
there may still be good opportunities to improve conditions for
cyclists. Ensuring that the seam of the pavement is properly
feathered and does not occur in the middle of the shoulder, will
provide a smooth, regular surface for cyclists.
Roadway sweeping
Patches of gravel, especially on corners, can pose a threat to
cyclists. With the help of the cycling community, it may be possible
to identify areas where significant gravel accumulation is
hampering safe cycling. Targeted road sweeping can help to
reduce the potential hazards.
Bicycle Racks
Although some communities require provision of bicycle racks
during project development approval, it can still be difficult for
cyclists to find a safe place to lock their bike. Bike racks should be
provided near public buildings such as schools, municipal centers,
and post offices, as well as in public parking areas. Co mmercial
businesses an d e
mployment centers can also provide bike racks as
a service to their customers and employees.
Top: Grate pattern not bike ‐
friendly
Bottom: Bike ‐friendly grate
(photos courtesy of ped‐
bikeimages.org)
Above: MUTCD standard for individual hazard striping
Existing pavement
Existing pavement
Overlay
Overlay
Travel
Lane Shoulder
Pavement Overlay Placement—NOT Recommended
Pavement Overlay Placement—Recommended
Travel Lane Shoulder
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PEDESTRIAN IMPROVEMENTS
Although
creating and maintaining dedicated infrastructure is often the primary goal
when considering pedestrian issues, reducing barriers can also make a positive impact.
Typical barriers to pedestrian transportation include inadequate space, facilities that fail
to connect logical termini, and the proliferation of land use patterns and street designs
that emphasize motor vehicle travel. High traffic and tru c
k volumes also can deter
pedestrian mobility.
Within the A/GFTC area, there are a variety of pedestrian issues to address. The City of
Glens Falls and most of the area’s villages and hamlets were built prior to the automobile
era. In these downtown areas, the primary emphasis should be on maintaini
ng an
d
preserving the sidewalk networks that already exist, particularly along major streets and
near schools, parks, and commercial districts. The second priority is to consider
pedestrian ‐motorist interaction at intersections and major destination points. Finally,
where warranted, connections need to be established between existing pedestrian
facilities and areas of new developmen t.
In
some of the region’s suburban areas, the pedestrian provisions are not sufficient to
meet demand. Commercial areas are often designed as a singular destination and do not
include connections to adjacent developments. In these areas, the emphasis should be on
establishing a continuous pedestrian network t h
rou
ghout commercial developments.
New residential developments should anticipate and consider pedestrian activity. Where
demand exists, improvements should be made to connect separated neighborhoods with
one another.
Much of the A/GFTC region is rural. Although these areas are not often associated with
heavy pedestrian activity, there is nonetheless a need to en sure
safe, accessibl e
accommoda
tion, especially near clusters of pedestrian generators and destinations.
Roadway lighting, shoulder width, crosswalks, and small ‐scale infrastructure
improvements can all be key to making sure that, when people walk in the rural areas,
they can do so safely and comfortably.
Pedestrian Facilities: Policies and Legislation
There are several federal, state, and local laws and policies which affect the provision,
location, and design of pedestrian facilities.
The Americans with Disabilities Act
The Americans with Disabilities Act of 1990 (ADA) prohibits discrimination on the basis of
disability. Under ADA, buildings and facilities are to be designed and constructed to
provide accessibility to people with disabilities. This law applies to State and local
government facilities as well as places of public accommodations. In general, AD A
focuses
mainly on bui lding faciliti
es and on sites, such as parking lots. ADA addresses certain
features common to public sidewalks, such as curb ramps. These standards are applied to
construction or alteration of buildings and facilities.
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The
standards used by NYSDOT for the design and construction of
all Department projects are prescribed within the Americans with
Disabilities Act Accessibility Guidelines for Buildings and Facilities
(ADAAG). NYSDOT requires that all pedestrian ‐related
improvements conform to ADAAG standards.
Transition Plans
To implement ADA, most public agencies are required to complete
a transition plan. This is intended to set forth the agency’s plan for
bringing public facilities, including sidewalks, into compliance with
federal pedestrian design standards. Transition plans can reduce
liability related to ADA non ‐compliance claims, as long as the
agency is in the process of impl
eme n
ting the plan. Elements of the
plan include an inventory of physical conditions, the methods that
will be used to make the facilities accessible; the schedule for
upgrading pedestrian access; and naming the official responsible
for implementation of the plan.
A/GFTC is committed to assisting municipalities with the creatio n
and implementation of transition plans. Technical assistance is
available to perform data collection, such as for the required
inventory of physical obstacles, which may be difficult for a local
municipality to perform on its own. In addition, funding programs
such as the Make The Connection grants, can be us ed
to bring
facilities in t
o compliance with ADA, thereby implementing
transition plans in the local municipality.
Public Right‐of‐Way Accessibility Guidelines (PROWAG)
Sidewalks, street crossings, and other elements in the public right ‐
of ‐way can pose specific challenges to accessibility, which may not
be fully addressed in ADA. As such, in 2011, the Architectural and
Transportation Barriers Compliance Board issued further guidance
to address conditions and constraints unique to public rights‐of‐
way. This incl udes
access for blind ped e
strians at street crossings,
wheelchair access to on ‐street parking, and various constraints
posed by space limitations, roadway design practices, slope, and
terrain. The new guidelines will cover pedestrian access to
sidewalks and streets, including crosswalks, curb ramps, street
furnishings, pedestrian signals, parking, and other components of
publi c
rights ‐of ‐
way. These guidelines are anticipated to be
adopted as standards in November 2014.
Pedestrian
Pedestrian
Accessibility and
Accessibility
and
Roadway Alterations
Roadway
Alterations
Both
ADA and PROWAG are triggered by either
construction or alteration projects. In
transportation terms, the definition of
“alteration” is an important consideration.
According to joint Department of Justice/US
Department of Transportation technical
assistance, alteration is defined as “a change
that affects or could affect the usability of all
or part of a building or fa
cil i
ty. Alterations of
streets, roads, or highways include activities
such as reconstruction, rehabilitation,
resurfacing, widening, and projects of similar
scale and effect.”Examples include, but are not
limited to: addition of a new layer of asphalt,
reconstruction, concrete pavement
rehabilitation and reconstruction, open‐graded
surface course, micro‐surfacing and thin lift
overlays, cape seals, and in ‐place asphalt
recycling. Since resurfacing of streets
constitutes an alteration, it triggers the
obligation to provide curb ra
mps if it in v
olves
work on a street or roadway spanning from
one intersection to another, and includes
overlays of additional material to the road
surface, with or without milling.
Maintenance activities, such as filling potholes,
joint crack repairs, crack filling and sealing, or
pavement patching, do not constitute an
alteration.
For more details concern
ing ro
adway
alterations and ADA, see:
http://www.fhwa.dot.gov/civilrights/
programs/doj_fhwa_ta.cfm
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Complete
Streets Legislation and Policies
Governor Andrew M. Cuomo signed the Complete Streets Act (Chapter
398, Laws of New York) on August 15, 2011, requiring state, county and
local agencies to consider the convenience and mobility of all users when
developing transportation projects that receive state and federal funding.
The New York State Department of Transportation (NYSDOT) is wo rking to
ensure that its policies and proced
ures meet the new standards. The
initiative presents an opportunity to expand upon existing programs and
collaborate with bicyclists, pedestrians, people with disabilities and others
to identify best practices and designs for transportation facilities.
It is important to note that the Complete Streets le
gislation applies to
planning, design, construction, reconstruction, and rehabilitation
projects. Resurfacing, maintenance, or pavement recycling projects are
exempt from the law. In addition, the law only requires that Complete
Street elements be considered during project development; the law does
not guarantee that design elements will be included in the finished
project. Spec i
fically, the law does not apply when the any of the following
conditions are met:
use by bicyclists and pedestrians is prohibited by law, such as within
interstate highway corridors;
the cost would be disproportionate to the need as determined by
factors including, but not limited to, the following: land use context,
current and projected traffic volumes, and population density
( Typically, excessively disproportionate is defined as exceeding 20%
of the cost of the larger transportation project, but it should be
determined on a proje c
t‐
by‐project basis);
demonstrated lack of need as determined by factors, including, but
not limited to, land use, current and projected traffic volumes,
including population density, or demonstrated lack of community
support;
use of the design features would have an adverse impact on, or be
contrary to, public safety.
Local Complete Streets Policies
In addition to the New York State legislation, a number of local
municipalities have passed Complete Streets policies. These policies range
in applicability from statements which support Complete Streets
principles, to revisions in local land use codes which mandate Complete
Street design features. The current list of local Complete Streets policies is
shown at lef t
.
Complete Streets
Complete
Streets
A
Complete Street is a roadway
which accommodates safe,
convenient access and mobility of
all roadway users of all ages and
abilities. This includes pedestrians,
bicyclists, public transportation
riders, and motorists; it includes
children, the elderly, and persons
with disabilities.
Complete Street design features
include sidewalks, lane striping,
bicycle lanes, paved shoulders
suitable for use by bicycl
ists,
signage, crosswalks, pedestrian
control si
gnals, bus pull ‐outs, curb
cuts, raised crosswalks, ramps and
traffic calming measures.
Municipalities with Complete
Streets Policies
City of Glens Falls
Town of Warrensburg
Village of Lake George
Village & Town of Fort Edward
Town of Lake Luzerne
Town of Queensbury
Village of Hudson Falls
Town of Greenwich
Town of Kingsbury
Town of Johnsburg
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Pedestrian Design Features
The
presence of an adequate and interconnected pedestrian
network can reduce the number of trips that need to be made
with a vehicle, thus reducing traffic congestion, noise, and
pollution. As with bicycle facilities, there are a number of design
features intended to promote the safety and comfort of
pedestrians. New innovations and design featur es co
ntinue to be
developed as communities seek ways to make the pedestrian
environment safer and more inviting.
Sidewalks
As the key component of urban pedestrian circulation systems,
functional and accessible sidewalks enrich the quality of life in a
community. Besides providing a transportation function, sidewalks
can also serve as a desirable design element, contributing to the
character and strengthening the identity of a community.
Sidewalks are the most common form of pedestrian facility in
urbanize d
areas. Although most peop le are familiar with the
concre
te walkways found in city and village settings, there are a
number of design considerations which should be taken into
account for sidewalk projects. These include:
Sidewalk width. The mandated minimum width for sidewalks
can, in certain limited circumstances, be as narrow as 4′,
although 5 ‐6′ sidewalks are more common and appropriate for
neighborhood environments. Sidewalks of 8 ‐12′ in width may
be desirable in certain environments, especially busy
commercial areas. This extra width can accommodate the
heavier pe destrian
traffic. A wider sidewalk can also contri
bute
to an active, vibrant community setting, by serving as outdoor
seating/retail display area.
Landscaping/buffer area. To increase the feeling of security, a
buffer area is often included between the walkway and street.
This strip can be landscaped or paved, and also provides space
for street lights, utility poles, trees, and other amenities like
benches, signage, and mailboxes. If this area is to contain
landscaping, it is crucial th at
enough soil volume is pr ovided to
maintain th
e health of plant material as well as to prevent
pavement buckling. For sidewalk buffers that are to contain
street trees, a minimum width of 6′ is recommended. The
planting area can be finished with turf, gravel or mulch, or
pavement types which allow water to percolate into the soil,
Above: Traditional concrete sidewalk with wide landscaped buffer. Photo courtesy
of pedbikeimages.org
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such
as permeable pavement or concrete bricks. Solid, non ‐
permeable pavement is not recommended for use over street
tree buffers unless structural soil or other methods are used to
promote tree root health and prevent pavement buckling.
Paving material. Concrete is the most common material used
for sidewalks, and is generally recommended for urbanized
environments. However, other materials can also be used,
provided the pavement meets PROWAG standards for a stable,
firm, and slip ‐resistant surface. Highly textured pavement,
such as stamped concrete, is recommended only as an accent
material and should not be used as a pr imary
materi al on
pedestrian access routes, si
nce it can cause difficulties for
some wheelchair users. Asphalt is not generally recommended
for urbanized environments, especially in situations in which
the asphalt walkway will adjoin concrete walkways or curbs, as
this combination can increase maintenance due to se ttling
of
the pavement ma terial.
However, in more suburban or rural
areas, especially adjacent to non ‐curbed roads, asphalt may be
an adequate alternative sidewalk material.
Sidewalk replacement. In many cases, a project involves
replacing an existing sidewalk. It is important to consider that
the new sidewalks will need to meet ADAAG and other
applicable standards. This may result in wider sidewalks or a
different paving material than was used previously. Existing
vegetation, signage, and utilities will also have to be taken into
account.
Sidewalk retrofits. When new sidewalks are added to an
existing roadway, which commonly occurs in suburban and
rural environments, other factors come into play. The available
right‐of ‐way is usually the most important consideration, as
this affects the sidewalk width and location. In addition, the
roadway may have curbs or open drainage, which affect th e
placement of sidewalks. In suburban and rural areas, curbs are
not ty pically used, and stormwater
runs freely to the side of
the road, often collected in ditches or swales. These
stormwater features can take up a large portion of the
available right of way, which reduces the space available for
sidewalks. In addition, it can be costly to alter the slope, width,
and surface/s u
b‐
surface material of swales, adding to the
potential cost of sidewalk projects. Finally, it is important to
consider that installing new sidewalks along existing roadways
may be a controversial topic for adjacent landowners.
What is Structural Soil?
What
is Structural Soil?
Structural
or gap ‐graded soil is a
mixture of sized gravel and soil,
which meets both engineering
requirements for load ‐bearing as
well as providing soil volume for
tree root growth. This mixture can
be used under pavement to provide
more useable space for trees in
urban environments.
Why use Structural Soil?
Why
use Structural Soil?
Trees
in urban environments are
subject to a number of
environmental stressors, including
deicing salts, soil and air pollution,
heat loads, and drought. However,
the most significant issue is
inadequate or compacted soil. In
addition to severely limiting the
health of the tree by inhibiting root
growth, this can lead to shallow
root pene tration,
which ca uses
pavement buc
kling.
Using structural soil can alleviate
these conditions by providing
adequate soil for tree roots to
penetrate. In turn, this creates a
healthier tree and reduces
maintenance needs for adjacent
sidewalks or other pavement.
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Pedestrian
Crossings
Many pedestrian trips involve a street crossing at some point,
whether at an intersection, a midblock location, or a commercial
drive or parking area. Unlike sidewalks, crossings are spaces shared
by vehicles and pedestrians. As such, the potential for pedestrian/
vehicle conflicts is much higher than in strictly pedestrian facilities.
There are a nu mber
of cri t
eria to consider when addressing the
need for pedestrians to cross vehicular travel lanes. These include
volumes of pedestrian and vehicle traffic, vehicular speed,
intersection configuration and sight distances, school zones,
facilities and services for the elderly, and surrounding land use.
Although most crossings are located at intersections, midblock
crossings are also sometimes called for. (Details concerning th e
specifics of crossing
warrants are discussed in the subsections
below.) In some cases, such as low volume roadway intersections,
there may be no need to provide a formal pedestrian crossing
treatment at all. However, in many urban or commercial
environments, formal crossings are be n
eficial
or necessary. Safety
is also a crucial consideration. Crossings should never be located in
places where sight distance or other physical conditions would put
pedestrians at risk.
Once the need for a crossing is determined, there are factors
which influence the design of a crossing. Again, in very general
terms, the main considera t
ion
is to allow pedestrians to cross the
street safely. There are many options which affect this issue,
discussed in greater detail below. In some cases, it is beneficial or
necessary to combine two or more of the potential crossing
treatments. Relevant regulatory guidance is note d
whe r
e
applicable.
Marked Crosswalks
The pedestrian right‐of‐way across vehicular travel lanes is known
as a crosswalk. According to AASHTO, “An intersection crosswalk is
defined as the extension of a sidewalk or shoulder across an
intersection, whether it is marked or not…. It is legal for a
pedestrian to cross the street at any intersection, ev en
if no
crosswalk is marked, unle
ss crossing is specifically
prohibited.” (AASHTO, July 2004) Pedestrians and vehicles must
follow applicable right ‐of‐way requirements in these locations,
regardless of whether a crosswalk is defined by pavement
markings.
Above: Marked crosswalk. Stripes have been located to avoid wheel paths, which
reduces maintenance. Photo courtesy of pedbikeimages.org
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In
many cases, it is beneficial or necessary to provide pavement
markings or other treatments which designate the crosswalk
boundaries, with a visual and/or tactile pavement treatment.
Marked crosswalks can help channel pedestrians to specific
locations and improve pedestrian access and safety at night, while
serving to warn motorists of the potential for interaction with
pedestrians. However, ma rked crossings can also cr
eate a false
sense of security for pedestrians, who may assume that the
crosswalk markings guarantees motorist compliance with right of
way regulations.
A number of factors must be considered, prior to installing a
marked crosswalk, including volumes of pedestrian and vehicle
traffic, vehi cular
speed, in te
rsection configuration and sight
distances, school zones, facilities and services for the elderly, and
surrounding land use. NYSDOT sets guidelines for state ‐owned
roads, and notes that marked crosswalks should be considered at
the following: (NYSDOT, 2013)
Locations that feature pedestrian ‐actuated traffic signals
Established school crossings
Traffic signals located within central business districts or other
areas where crossing pedestrian volumes are significant
Areas that feature development on both sides of a highway,
resulting in concentrated pedestrian volumes crossing the
highway where no intersection exists
Signal ‐controlled entrances to commercial properties
Curb Ramps and Blended Transitions
According to the most recent guidelines for pedestrian facilities in
the ROW, curb ramps, blended transitions, or a combination of
curb ramps and blended transitions must connect the pedestrian
access routes at each pedestrian street crossing. Typically, two
curb ramps are provided at each street corner—one for each
crosswalk. In places where existing ph ysic
al constrai
nts prevent
two curb ramps from being installed, a single diagonal curb ramp is
permitted. However, single diagonal ramps can be confusing for
the visually impaired, as the curb ramp is not entirely aligned to
the crosswalk. This lack of directionality could create a situation
where pedestrians walk dia gonally
into the in tersecti
on, rather
than into the crosswalk. As such, diagonal ramps should be used
only where no other option is feasible. Detectable warnings are to
be employed as required (see sidebar).
Detectable Wa r n in g s
Detectable Wa r n in g s
Detectable
warning surfaces consist of small
truncated domes built in or applied to a
walking surface that are detectable
underfoot, and are intended for pedestrians
who are blind or have low vision. On
pedestrian access routes, detectable warning
surfaces indicate the boundary between a
pedestrian route and a vehicular route
where there is a flush rather th
an a
curbed
connection. As such, under PROWAG, they
are required to be installed at the following
locations on pedestrian access routes:
1. Curb ramps and blended transitions at
pedestrian street crossings;
2. Pedestrian refuge islands;
3. Pedestrian at ‐grade rail crossings not
located within a street or high way;
There
are also requirements for detectable
warnings at transit boarding stations (See
PROWAG for more details).
In addition to providing a tactile cue,
detectable warning surfaces must have a
color contrast from the surrounding
pavement (light ‐on ‐dark or dark‐ on‐light).
Dark Gray is the default color, as it provides
good contrast with portla
nd cement
concrete sidewalks and is widely available.
White or Safety Yellow are recommended
colors for use on asphalt concrete or other
dark surfaces. For more information on
appropriate colors for detectable warning
surfaces, see NYSDOT Highway Design
Manual, chapter 18.
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Midblock
Crosswalks
Where there is significant pedestrian crossing demand, crosswalks
can also be marked at midblock locations. AASHTO has included a
checklist of criteria for considering a midblock crossing: (AASHTO,
July 2004)
The location is already a source of a substantial number of
midblock crossings.
Where a new development is anticipated to generate midblock
crossings.
The lane use is such that pedestrians are highly unlikely to
cross the street at the next intersection.
The safety and capacity of adjacent intersections or large
turning volumes create a situation where it is difficult to cross
the street.
Spacing between adjacent intersections exceeds 200m (600ft).
The vehicular capacity of the roadway may not be substantially
reduced by the midblock crossing.
Adequate sight distance for both pedestrians and motorists.
Since motorists are more likely to expect pedestrians at
intersections, midblock crossings require special considerations
above and beyond pavement markings. Midblock crossings should
always be used in conjunction with pavement markings and
warning signs that concur with the standards of the MUTCD.
Additional tr eatments
such as raised
crosswalks and HAWK signals
are discussed in greater detail below.
Care must be taken when locating midblock crossings. Defining too
many locations where pedestrians are encouraged to cross
roadways can cause unwanted motor vehicle circulation delays
and be counterproductive to the aim of channeling pedestrian
traffic. Overuse of pavement markings also may lead to a ge neral
disrespect of intended crossing facili
ties by motorists.
It is also important to consider pedestrian behavior. Many
pedestrians will cross the street mid‐ block whether a formal
crosswalk is provided or not, if the perception of convenience and
safety is sufficient. In certa in
cases, it may be necess
ary to install
features that discourage pedestrians from crossing mid‐block ,
such as areas with inadequate sight distance or other safety
concerns. Although rarely needed, vegetation, fencing, or other
barriers may be installed to channel pedestrians to appropriate
crossing locations.
Above: Midblock crossing with refuge island and signage. Photo courtesy of ped‐
bikeimages.org
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Curb Extensions
Curb extensions, also known as neck‐ downs or bulbouts, are
designed to minimize pedestrian exposure to traffic by creating
shorter crossing distances. Curb extensions can also increase the
likelihood that a pedestrian wanting to cross will be seen in
addition to improving visibility of traffic for the pedestrian by
allowing the pedestrian to safely move beyond a row of parked
cars before crossing. These features also serve to cal m traffic, by
reduci
ng visual width of the street (for midblock crossings) or
tightening the turning radii of the intersection. The Highway
Design Manual recommends that curb extensions be used only on
low‐ speed streets that fe atu
re parking lanes. (NYSDOT, 2013) Used
in absence of parking lanes, curb extensions can create conflict
with motor vehicle traffic and bicyclists, and also can complicate
transit operations.
Curb extensions are associated with certain infrastructure and
maintenance issues. The drainage patterns of a roadway can be
changed by creating cur
b exte nsions, which may
require additional
stormwater infrastructure. This is especially important to consider
in cases where the extensions are installed independently of a
larger roadway reconstruction. Curb extensions are also
sometimes controversial because of a perceived conflict with snow
removal. Although curb extensions do require some
accommodation on the part of mai nte
nance crews, the impa
cts
can be minimized through careful design.
Refuge Islands
Another way to reduce crossing distances is to incorporate
pedestrian refuge islands. Refuge islands are appropriate where it
may be difficult for pedestrians to cross the entire roadway all at
once. Refuge islands allow pedestrians to cross one segment of the
roadway at a time by providing a safe location (removed from
travel lanes) at an i nter
m
ediate point within the roadway crossing.
Islands may be defined by paint, curbs, guideposts, and other
devices. These facilities are appropriate in environments that
feature 50 ft (15m) or wider crossings or more than four travel
lanes. At unsignalized crossing locations, refuge islands can
actually reduce ped estrian
crossing times by allowing for
one
direction of traffic to be negotiated at a time, potentially
shortening the time between gaps in traffic. Refuge islands must
be accessible to all pedestrians, and are ideally designed with an at
‐grade crosswalk passage (as opposed to a ramp) to aid those
users with dis a
bilities.
Minimizing winter
Minimizing
winter
maintenance conflicts
maintenance
conflicts
One
common objection to curb
extensions is the perception of
increased burden on winter
maintenance crews. In addition to
careful design of the width and
geometry of the bulbout, the
potential for conflicts with
snowplows can be minimized
through a variety of methods,
including:
Flush curbs and /or pavement
Tapered front ends
Vertical delineators to alert
snowplow operators to lift their
blades if needed
In addition to conscientious design,
additional training for maintenance
crews may be beneficial.
Above: Landscaped refuge island. Photo courtesy of pedbikeimages.org
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Raised
Crosswalks
In certain locations, raised crosswalks can serve to slow traffic and
increase pedestrian visibility. By extending the crossing at the
same grade as the adjacent sidewalks, the raised crosswalk acts as
a speed hump. This type of facility must be installed in conjunction
with a marked crosswalk and is suitable only for low‐speed local
streets which are not emergency routes. In addition, if the raised
crosswalk is i
nstalled independently of a larger roadway project,
drainage and stormwater collection may be impacted.
Traffic Signals
Pedestrian signals are traffic signals which indicate when it is
appropriate to cross the street. There are two main types of
pedestrian signals: fixed‐time and pedestrian actuated. In fixed ‐
time signals, the pedestrian phasing is pre ‐timed and runs
concurrently with the vehicular signal. The pedestrian walk/don’t
walk signal indications are therefore automatically displayed in
conjunction with the gree n signal for
vehicles. These types of
signals are appropriate at intersections where the existing signal
phasing provides ample opportunity for pedestrians to cross the
street.
Pedestrian ‐actuated signals alter the timing of the traffic light to
accommodate pedestrian activity, either by advancing th e
signal
phase cy cle, in
creasing the green time of the light, or providing
brief all‐red phases to reduce conflicts with vehicle turning
movements. Actuation of these signals is most commonly achieved
through a pushbutton. However, research indicates that many
pedestrians ignore the button or believe that the button is
malfunctioni n
g if ther
e is a significant delay (Hughes, 2001).
AASHTO notes that pushbutton usage can be as low as 25‐33%.
Automated pedestrian detection devices use microwave or
infrared technology to sense waiting pedestrians and then send a
signal to switch to a pedestrian WALK phase automatically. These
devices have been shown to significan t
ly reduce the nu
mber of
vehicle‐ pedestrian conflicts at intersections. (Hughes, 2001)
It is also important to consider the needs of the vision ‐impaired.
Accessible pedestrian signals use audible or tactile methods to
transmit the WALK signal to vision ‐impaired pedestrians. These
are most helpful in locations where th e
sounds of par a
llel or
perpendicular traffic do not provide sufficient audible cues, such as
midblock crossings or other locations.
Pedestrian Hybrid
Pedestrian
Hybrid
Beacons
Beacons
The
pedestrian hybrid beacon (also known as
the High intensity Activated crossWalK (or
HAWK)) is a pedestrian ‐activated warning
device which can be used at midblock
pedestrian crossings. The pedestrian hybrid
beacon is an intermediate option between the
operational requirements and effects of a
rectangular rapid flash beacon and a full
pedestrian signal. It provid
es a positive stop
control in are
as without the high pedestrian
traffic volumes that typically warrant the
installation of a signal.
Pedestrian hybrid beacons should only be used
in conjunction with a marked crosswalk. In
general, they are appropriate for locations in
which gaps in traffic are not ad
equate to per m
it
pedestrians to cross, if vehicle speeds on the
major street are too high to permit pedestrians
to cross, or if pedestrian delay is excessive.
Currently, pedestrian hybrid beacons are not
widely deployed in New York State. Since this is
a still ‐unfamiliar traffic control device to many,
extensive educational out r
each to the public is
needed prior to implementation, to reduce
confusion for drivers and pedestrians.
Above: Raised crosswalk. Photo courtesy of pedbikeimages.org
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Multi
‐Use Paths
The discussion for pedestrian facilities is usually focused on
sidewalks and pedestrian crossings. However, in some
environments, the most appropriate pedestrian facility is a multi ‐
use path. These facilities can provide travel options for cyclists and
pedestrians and are not necessarily dependent on the road
network. This can be useful in rural and suburban env ironments
where the roads do not le
nd themselves to a traditional curb and
sidewalk treatment. (See page 12 for discussion about the design
of multi ‐use paths.) Multi ‐use paths are also desirable to many
cyclists and pedestrians because vehicle use is restricted.
Pedestrian Facilities in Suburban and Rural
Environments
Sidewalks and other pedestrian facilities are often provided as a
matter of course in an urbanized area, such as a traditional
downtown or city/village neighborhood. But there are many “gray
areas” in the A/GFTC region which may also benefit from the
provision of some pedestrian accommodation. These include:
Isolated suburban neighborhoods.
Many communities have
residential developments which are not adjacent to pedestrian
generators such as commercial areas or schools. However, that
doesn’t mean people stop walking, either for exercise, as a social
activity, or to and from bus stops. Providing sidewalks in these
areas confers several benefits. Some suburban developments
have streets with pavement wi dths
exceeding 30′. Th is can lead to
higher vehicle speeds, in
creased stormwater runoff, and increased
municipal maintenance cost. In areas in which all homes have
double ‐wide driveways, on ‐street parking is not utilized on a
consistent basis, and extra roadway width is not always necessary.
Providing two 11′ lanes and sidewalks with tree buf fers
mini mize
s
all of these impacts, in addition to creating an attractive and safe
place to walk.
Hamlet areas.
Much of the A/GFTC planning area is rural. In these
areas, there are often small pockets of commercial or residential
uses clustered together. Since these places can act as a focal point
for the community, pedestrian activity should be accommodated.
AASHTO recommends that these rural clusters or hamlets may
receive the same consideration
for ped
estrian facilities as more
urban areas (AASHTO, July 2004). Even if sidewalks are not
warranted, pedestrian crossings should be considered.
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Pedestrian Priority Map
One
of the biggest challenges in planning for pedestrian facilities is
to know where they should be located within the community. In
cases where the infrastructure already exists, the question
becomes a matter of priority for maintenance and repair. Many
agencies have issued criteria and thresholds for the placement of
pedestrian facilities for new develop m
ent. For example, NYSDOT
uses a Pedestrian Generator Checklist to determine if a specific
project warrants inclusion of pedestrian facilities. These checklists
are useful on a project ‐by ‐project basis, but do not address larger
pedestrian needs outside of the project site. In addition, these
checklists can sometimes provide a narrow picture of the
surrounding environment, due to their li
mited scope.
Communities with limited resources struggle to determine where
their pedestrian improvement efforts are most needed. In
addition, development patterns often drift across municipal
boundaries, creating situations where a portion of a neighborhood
or commercial area has sidewalks and the rest does not. A/ GFTC
has therefore creat
ed a Pedestrian Priority Map. This map is not
intended to indicate precise locations for pedestrian facilities, but
rather to show the general areas in which pedestrian activity
would be likely, if facilities existed. This takes into account
proximity to community features such as schools, bus lines,
pharmacies, groceries, co nvenience
sto r
es, libraries, and municipal
centers; housing unit density; and “community core” areas, such as
downtowns and hamlet centers, which have a high density of
commercial uses.
Each of these factors was weighted to account for relative
importance in terms of pedestrian activity. For example, proxi m
ity
to schools received more weight than proximity to convenience
stores,
since schools traditionally have higher rates of pedestrian
activity among children, considered “at ‐risk” pedestrians.
This map can be used to determine where pedestrian facilities are
more likely to be used. This can be helpful in areas of more recent
growth as well as along th e
thr esholds betwee
n urban, suburban,
and rural areas. The intent is not to mandate that sidewalks be
installed in all areas of high demand.
Pedestrian Priority
Pedestrian
Priority
Map
Map
This
map can be used to determine
where pedestrian facilities are more
likely to be used
A detailed version of the map can be
found online here:
alternativetransportation.htm
Who should use the
Who
should use the
Pedestrian Priority
Pedestrian
Priority
Map?
Map?
Planning
Boards, when reviewing
development proposals which may
or may not call for pedestrian
features
Departments of Public Works , when
planning capital improvements
Elected Officials , when deciding
whether to appropriate funds for
pedestrian improvements and when
completing local planning efforts,
such as comprehensive plans,
downtown plans, and transportation
plans
A/GFTC Policy and Technical
Advisory Committees , when
reviewing applicable pedestrian
planning efforts and project
proposals
NYSDOT staff , when completing the
pedestrian generator checklist
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Map 4: Pedestrian Priority Area Analysis
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A
detailed map of the Pedestrian Priority Areas
can be found online at
http://www.agftc.org/alternativetransportation.htm
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IMPLEMENTATION
Partnerships
The
improvements outlined in this plan are extensive, and will take
a significant and focused effort to accomplish. In addition,
implementation will be at the hands of many different agencies.
For on‐road facilities, the implementation lead is likely to be the
roadway owner. For off‐road facilities, a wider variety of lead
agencies is possible, such as local muni cipaliti
es or recreation and
open space groups. Any projects which involve acquisition of
easements or rights ‐of‐way will also involve the landowners as a
key stakeholder.
In terms of maintenance, it can be assumed that on ‐road bicycle
and pedestrian facilities will be the responsibility of whichev er
agency currently maintains the roadway
itself, unless other specific
provisions are made. For multi ‐use trails, there may be partnership
opportunities to provide some or all maintenance services. This
can take the forms of occasional volunteer events, such as trail‐
cleaning days, or a more fo rmal
maintenance agr
eement between
agencies and groups to perform maintenance.
In addition, local not ‐for‐ profit organizations, such as the Feeder
Canal Alliance, WCS&QBO, or Creating Healthy Places to Live,
Work, and Play may be able to assist in identifying and
implementing some of the spot improvements listed in this plan.
For example, creating an
d maintaining an inventory of individual
bicycle and pedestrian hazards may be useful. It may also be
possible to partner to perform events such as targeted road
sweepings or trail maintenance, with help from the local and
county DPWs. Sponsored community events would also raise the
profile of th e
organizations and provide an importa n
t community
education benefit.
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Funding Sources
The
following funding sources have historically been available for projects which involve bicycle and pedestrian
facilities. Not all of these programs are currently active; conversely, new programs may arise which could be applied
towards bicycle and pedestrian facilities. In seeking funding sources, it is important to keep in mind the stipulations and
requirem ents of the funding agency. For
instance, projects funded under NYSDOT’s Transportation Alternatives
Program must follow the State’s design, bidding, and grant reporting process, which can be very involved.
Program Granting Agency On ‐ / Off ‐
Road
Eligible Activities Local
Match
Transportation
Alternatives Program
NYS Department
of Transportation
(NYSDOT)
Both Provision of Facilities for Bicycles and Pedestrians (on‐ or
off ‐road)
Yes
Make the Connection A/GFTC Both Small‐ scale projects that improve the region’s bicycle and
pedestrian travel network
Yes
Highway Safety
Improvement Projects
(HSIP)
FHWA/NYSDOT Both Safety improvement projects on any public road or
publically owned bicycle or pedestrian pathway or trail.
Yes
National Scenic
Byways Discretionary
Grants
Federal Highway
Administration
(FHWA)
On‐ Road Construction along a scenic byway of a facility for
pedestrians and bicyclists; safety improvements for
deficiencies resulting from designation as a Byway
Yes
Consolidated Local
Street and Highway
Improvement
Program (CHIPS)
NYSDOT On‐ Road Local highway projects which can include elements such
as: Bike lanes and wide curb lanes; shared use paths, and
bike paths within the highway ROW
No
Recreational Trails
Program
NYS Office of
Parks, Recreation,
and Historic
Preservation (NYS
OPRHP)
Off ‐Road Acquisition, development, rehabilitation and
maintenance of multi‐ use trails
Yes
Local Waterfront
Revitalization Program
NYS Department
of State (NYSDOS)
Both Implementation of projects listed in a locally adopted
Waterfront Revitalization Plan; communities without this
type of plan are not eligible to apply
Yes
Adirondack Smart
Growth Grants
NYS Department
of Environmental
Conservation
(NYSDEC)
Both Focused on planning and design projects including:
Efficient transportation systems; Main streets, including
bicycle and pedestrian access; Public access
improvements, including trails
No
Creating Healthy
Places to Live, Work,
and Play
NYS Department
of Health
Both Small grants available to municipalities to pursue
Complete Streets projects or purchase bicycle racks, if
community has passed Complete Streets policy
No
Cleaner Greener
Communities
NYSERDA Both Implementation of regional sustainability projects,
including bicycle and pedestrian activities
Yes
Surface Transportation
Program/National
Highway Performance
Program* (STP/NHPP) FHWA/NYSDOT
On‐Road Provision of Facilities for Bicycles and Pedestrians (as part
of concurrent construction of roadway or bridge
Yes
*Note: STP/NHPP funding currently constrained by preservation funding targets set by NYSDOT