River Street Streetscape Revitalization Plan

TOWN OF WARRENSBURG
River Street Streetscape Revitalization Plan
WHERE HISTORY & WATER MEET
APRIL 2015
THE CHAZEN COMPANIES

TABLE OF CONTENTS

INTRODUCTION …………………………………………………………. 1
HISTORICAL CONTEXT …………………………………………………. 3
VISION & OBJECTIVES …………………………………………………. 5
RIVER STREET CONCEPT PLAN ………………………………………… 7
PRELIMINARY COST ESTIMATES & IMPLEMENTATION STRATEGY … 18

APPENDICES:
A: EXISTING CONDITIONS ANALYSIS

RIVER STREET STREETSCAPE REVITALIZATION PLAN

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INTRODUCTION
Classified as a “Rural Minor Collector” roadway, River Street in
the Town of Warrensburg (NYS Route 418 and County Route
14) may not seem like it is a significant transportation
corridor.
1 However, as an Adirondack gateway community,
Warrensburg’s roadway s serve as a vital link to a sizable
portion of the Adirondack Park, particularly for northern and
western portions of Warren County . River Street is no
excep tion. As one of the p rimary connection s to the Town of
Thurman (including Thurman’s recently redeveloped railroad
station ), River Street has long been conduit for locals,
recreationists , visitors , and business alike.
Approximately 2.3 miles in length , River Street runs parallel to
the Schroon River ’s southern bank, providing important
1 NYS Department of Transportation (NYSDOT) functional classification
waterfront access. Between Judd Bridge and Richards Avenue,
River Street is owned by Warren County and designated as
County Route 14. West of Richards Avenue, the roadway is
owned by New York State and designated as NYS Route 418.
The western portion of the corridor is the principal collector
road to the Town’s Adirond ack Park Agency (APA) southern
Hamlet Area. It also serves as an important link to Main Street
(NYS Route 9, via Richards Ave and Judd Street bridges) as well
as to Warrensburg Elementary School and the Town’s
Recreation Field (via Milton Street Bridge and Library Avenue)
for residents that live south of the Schroon River.
Approximately 0.25 miles beyond the Milton S treet
intersection (near the National Grid Substation) the corridor
becomes increasingly rural in nature, offering splendid views
of the Schroon River and nearby forested mountain landscape
( see Study Area Map located at the end of this section).
Adjoining land uses include a concentration of residential
neighborhoods along Alden, Commercial, Mill, Ridge, and
Burdick Avenues. There are also a variety of recreation and
commercial uses: the proposed Paper Mill Park (former
Warrensburg Board & Paper Mill site), the Town’s Historic
Mills District Park and Riverfront Farmer’s Market , Grist Mill
Restaurant, River Street Plaza, Curtis Lumber, and Hickory Ski
Cen ter. This mix of land use supports a small but vibrant and
revitalizing community center.
Residents and visitors enjoying the bustling local farmers market
located along Rivers Street

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The Town desire s to enhance the River Street corridor. A
handful of pocket parks, a disconnected network of sidewalks,
variable road way conditions, and a number of impediments
within the right of way result in a streetscape that is visually
unappealing and may contribute to a number safety related
concerns among residents .
2 Among the greatest concerns is
the number of vehicular accidents involving utility poles as
well as the lack of pedestrian accommodations in select areas.
The River Street Existing Conditions Analysis ( see Appendix A )
provides a summary of these conditions.
In light of these issues, the Town of Warrensburg, with
funding and technical support from the Adirondack/Glens Falls
Transportation Council (A/ GFTC), has developed the River
Street Streetscape Revitalization Plan to address these issues.
The River Street Streetscape Revitalization Plan is also
intended to create a strategy that will help further revitalize
the corridor by attract ing funding opportunities for
improvements , pro mote new private investments, encourage
new visitors, and provide facilities that meet the needs of
existing and future residents. This plan does not obligate
Warren County or the New York State Department of
Transportation to any specific improvements. Although the
Town does not directly contr ol the roadway, it is hoped that
the collaborative process which was used to create this plan

Note that further technical analysis may be require d in order to verify 2
saf ety concerns that were i dentified by the Town and/or community .
will be carried forward as projects are completed in the
future.
Developed by a committee that consisted of local staff and
elected officials , as well as A/GFTC , Warren County, and NYS
Department of Transportation representatives , the River
Street Streetscape Revitalization Plan was prepared following
an extensive inventory and analysis process, walking tours of
the corridor, Farmers Market visits, stakeholder i nput, and a
Town Board workshop that was held April 8, 2015. This
participatory planning approach has resulted in a plan that is
based on a shared community vision . Further more, the plan
acknowledges that there are a limited local, state, and federal
f unding opportunities . Therefore , the plan is intended to be
both practical in design and implementable through strategic
partnerships and with diverse range of grant support.
From local commuting to recreationist, anecdotal evidence suggest
that cycling has increased in popularity along the River Street corridor

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HISTORICAL CONTEXT
Rivers Street’s close proximity to the Schroon River (and
confluence with the Hudson River ) has had a strong influence
on the Town’s industrial heritage . According to th e Historical
Park and Riverfront Farmer’s Market plaque (located along
River Street) , “timber, water, location…this winning
combination sparked development and fortunes of early
Warrensburg.”
3 This convergence of natural resources led to
the growth of sawmills, gristmills, plan ing mills, and tanneries
along the Schroon River in early ninet eenth century,
supporting job growth and development of working -class
residential neighborhoods . During this time period River
Street evolved to accommodate the demands of these
industrial land uses.
In 1870, Thomas C. Durant brought the ‘Adirondac ’ railroad to
nearby Thurman.
4 In 1909 a dam along th e Schroon River was
constructed, formi ng a large impoundment (Schroon River
Pond) and providing hyd ropower to the nearby Schroon River
Pulp Company (eventually renamed Warrensburg Wood &
Paper Corporation ).
5 This, coupled with roadway
reconstruction in 1912 by the NYS Department of Highways
3 The eastern portion of River Street is located within the Warrensburg
Hamlet Historic District (01NRO1752 )
4 Lake to Locks Passage (www.lakestolocks.org) 5 Warren County Historical Society
(www.warrencountyhistoricalsociety.org)
(now NYSDOT), buoyed the production and shipment of goods
and services, as well as visitors to the region.
However, according to the National Park Service (NPS), much
of this industrial base quickly “succumbe d to the economic
pressures of expanding national markets …,” throughout the
early part of twentieth century. While a handful of operations
(particularly milling) continued through the middle twentieth
century, a precipitous decline in local manufacture resulted in
the shuttering of many business along the River Street
corridor (including the end of passenger and freight service at

RIVER STREET STREETSCAPE REVITALIZATION PLAN

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Thurman Station) . In the absence of manufacturing, recreation
and tourism emerged as the region’s economic base industry.
Throughout the latter part of the twentieth century this
economic shift resulted in the adaptive reuse of several
buildings , which were turned into locally owned shops and
r estaurants. For example, in 1976 the Grist Mill was sold and
converted into a restaurant and museum. Later, t he Empire
Sh irt Factory was converted into the River Street Plaza, a mix
of commercial uses that include office, retail, and dining
space . In addition to these conversions several site s were
redeveloped into open space resources . For example, t he
Town’s Historic Mills District Park was once home to the J.R.
Foster’ s Shoe Peg Factory and the proposed Paper Mill Park
was once the Warrensburg Wood & Paper Corporation. These
changes have resulted in a River Street corridor that is
significantly different from its industrial past. From its
charming commercial district and quaint residential
neighborhoods to its open space and outdoor recreation resourc
es, the River Street corridor is now a place where
residents and visitors can enjoy shopping, dining out, riding
their bike , paddling, fishing, picnicking, or just watching the
Schroon River float on by .
As interest in heritage tourism, cycling, and water -based
recreation continue s to grow , coupled with an increasing
desire among Baby Boomers and Millennials to live, work, and
play in more walkable mixed use communities, there are many
new opportunities to capitalize on when it comes to the
continued revitalization of the River Street Corridor (as well as
the entire Town of Warrensburg ). These opportunities i nclude
new and improved waterfront access , expanded cultural and
recreational resources, improved pedestrian access and
amenities, historic interpretation design features, wayfinding
signage, aesthetic enhancements, and inc reased multimodal
opportunities (e.g., cycling, leveraging the reopening of
Thurman Station passenger service, etc.).

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VISION & OBJECTIVES
Today River Street is an important transportation, residential,
commercial, recreation, waterfront, and historical access
corridor. On any given day you will find resident s going about
their daily lives, walking, shopping, and traveling to school and
work. You may also find outdoor and recreation enthusiasts
fishing, kayaking, canoeing, jogging, or cycling up and down
the roadway and along the Schroon River. Local shops and
restaurants are often filled with patrons , particularly during
the warm months when seasonal residents and tourists fill the
area. In order to su pport the continued revitalization of the
River Street corridor, the future vision for its streetscape is
multifaceted and needs to address the following:
• Improved vehicular, multimodal, and pedestrian access
and safety for existing users and to support future
demands, taking into consideration new businesses,
cultural and recreational opportunities .
• Improved physical and visual access to existing and
new recreation and waterfront facilities.
• Improved interpretation of the corridor’s historic
resources and industrial legacy .
• Improved aesthetic quality of the corridor in order to
encourage new private investment and increased
visitation .
• Encourage d use of the Thurman Station by improving
physical and informational (e.g., signage, web based, etc.)
connectivity to River Street business and the
Town’s hamlet center .
• Acknowledgment that the corridor is not homogenous
when it comes nearby land uses and/o r physical
settings and that pedestrian related improvements
need to be context sensitive .
Ultimately the design objective for the River Street c orridor is
to create a more “complete street.” While traditional roadway
design s use a classification system ba sed on increasing
volumes and speeds , a more “complete street” in tegrates
various design features to control access and speed, thereby
making for a safer, convenient, and comfortable travel and
access experience for users of all ages and abilities regardless
of their mode of transportation. This integrated design
approach helps to reduce vehicle miles traveled and promotes
pedestrian mobility. Formally recognized by the NYS Complete
Streets Act in 2011 and by the Warrensburg’s Complete
Streets policy in 2012 and Complete Streets ordinance in
2013, a complete streets approach often includes a variety of
design features that make streets and communities more
livable .
According to the National Complete Streets Coalition (NCSC),
“a complete street may include: sidewalks, bike lanes (or wide
paved shoulders), special bus lanes, comfortable and

RIVER STREET STREETSCAPE REVITALIZATION PLAN

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accessible public transportation stops, frequent and safe
crossing opportunities , median islands, accessible pedestrian
signals, curb extensions, narrower travel lanes, roundabouts,
and more .”
6 The NCSC further states, “ A complete street in a
rural area will look quite different from a complete street in a
highly urban area, but both are designed to balance safety and
convenience for everyone using the road.”
T he Ri ver Street corridor consists of two (2) distinct land use
patterns, a more developed eastern portion and a rural
western portion. Therefore, a complet e streets design
approach that recognizes these differences is appropriate.
More specifically, it is recommended that the area between
the Judd Bridge and just beyond the Milton Street bridge
neighborhood include more robust streetscape
improvements . In turn, it is recommended that the western
portion (towards Thurman ) incorporate more subtle
improvements , including additional safety signage and wider
road shoulders wherever practicable.
Although complete streets enhancements can at times be cost
prohibitive , the River Street Streetscape Revitalization Plan
acknowledges this and advances a new vision for the corridor
by using practical and cost -effec tive design solutions.
Furthermore, future improvements are intended to be done
iteratively, thus spreading the potential costs over a longer
6 http://www.smartgrowthamerica.org/complete- streets/complete-
streets -fundamentals/complete -streets- faq
period of time or as part of series of interrela ted public and
private projects .

Western portions of the River Street corridor is predominantly defined
by a more rural characteristic (courtesy Google Street View)
Residence and adaptively reused buildings line the eastern portion of
the River Street corridor (courtesy Google Street View)

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RIVER STREET CONCEPT PLAN
The River Street Streetscape Revitalization Concept Plan
(located at the end of this section) is divided into four (4)
sections: Judd Bridge to west of Mill Avenue (Figure 1); west
of Mill Avenue to Alden Avenue (Figure 2); Alden Avenue to
the National Grid Substation (Figure 3); and the National Grid
Substation to the Thurman Bridge (Figure 4). Figures 1 -3
provide a detailed rendering of the proposed corridor
improvements. Given the more rural character of the
corridor’s western portion, Figure 4 provide s a general
overview of the proposed improvements.
While the River Street Streetscape Revitalization Concept Plan
illustrates site -specific improvements , it is important to note
that the proposed design elements are conceptual in nature
and do not commit the Town of Warrensburg, Warren Cou nty,
AGFTC, or NYSDOT to fund any of these improvements .
Furthermore, additional analysis of the proposed design
elements is necessary (e.g., traffic safety analysis, warrant
analysis, etc.) during future design phases and/or before any
financial commitments can be made. Finally, it will also be
important to work with willing land owners in order to
implement select features. This includes any design elements that
extend s beyond the right of way limits and onto privately
owned lands.
7
As part of the Town’s 2012 Comprehensive Plan ’s hamlet
sustainability and complete streets goals, i t is important to
recognize that the revitalization of the River Street corridor is
a priority initiative for Warrensburg . As part of this effort,
Warren County recently repaved their portion of the roadway
and is in the process of install ing select improvements to the
Judd Bridge intersection .
Currently the repaving of the NYS -owned portion of the
roadway is not scheduled until 2017 at the earliest . This is a
case where the New York State Region 1 paving schedule is
asynchronous to the local priorities. The Town could work
w ith NYSDOT to determine if the S tate schedule has flexibility
for the paving to move forward sooner. However, given that
the Town also desires additional improvements , which would
not be part of a strict pavement preservation project, it may
be beneficial for the local agencies to pursue funding for the
no n-preservation elements (such as lighting, signage, etc.) in
7 Note the River Street right of way (ROW) is approximately 50 feet. Based
on real property data, approximately five (5) or six (6) parcels may be
impacted by the proposed improvements. Please note this estimate does
not include in -kind replacement of existing sidewalks or the relocation
select utility poles onto adjoining parcels. Furthermore, expanded road

shoulders may result in additional encroachments.

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the meantime. This may allow the Town to coordinate with
the State to complete these additional improvements in
tandem with the scheduled pavement preservation projects,
resulting in less disruption to the roadway. This is particularly
true where/if full depth reconstruction is required. However, if
NYSDOT is going to invest in roadway improvements, even for
preservation purposes, elements of the River Street
Streetscape plan should be taken into consideration in order
to support future growth and economic development
opportunities.
For organizational purposes the River Street Streetscape
Revitalization Plan recommendations (next page) have been
divided into the following categories: pe destrian safety and
amenities; multimodal access and safety; vehicle access and
safety; waterfront access and recreation; and interpretation,
wayfinding, and visual enhancements .
Recently repaved section of River Street near the Judd Bridge
Intersection. Note Warren County plans to install new crosswalks and
stop signs.

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Pedestrian Access & Amenities:
P roposed pedestrian enhancements to
the River Street corridor include
sidewalk replacements f rom the Judd
Bridge to the National Grid Substation. It
also includes new sidewalks that are
intended to enhance safety and improve
connectivity between existing sidewalk segments and
adjoin ing places of interest. This includes the Richards Avenue
Bridge Park , the southern side of River Street between
Richard s Avenue and Mill Avenue , and between the Historical
Park and Riverfront Farmer’s Market (hereafter ‘Farmers
Market Park’) and National Grid Substation . Please note that
some these improvements may require minor realignment of
the roadway and/or intersection and guiderail
reconfiguration.
Sidewalks must comply with ADA accessibility requirements
and be maintained during winter months . Wherever sidewalks
are impracticable due to existing infrastructure, site access , or
parking configurations (e.g., Judd Bridge, Grist Mill, Curtis
Lumber, etc.), pedestrian spaces may be defined using striping
or textured/contrasting surfaces (e.g., at grade concre te, etc.).
The plan also calls for improved crosswalks and new crossing
opportunities throughout the corridor. At a minimum it is
recommended that all existing crosswalks should be restriped.
Existing , relocated, modified, and proposed c rosswalks at Judd Bridge
, Veterans Park, Richard s Avenue, Mill Avenue,
Commercial Avenu e and Farmers Market, Alden Avenue, and
Milton Avenue should be well-connected to the pedestrian
access and/or intersection improvements. For example, the
proposed Veterans Park midblock crosswalk should link with
the re spective pedestrian walkway improvements.
These
improvements may also include modification to the existing
guiderails as well.
In addition to the above physical improvements, enhanced
pedestrian signage should be used to alert drivers. This not
only includes crosswalk signage but flashing beacons as well. If
warranted , flashing beacons in advance of the Veterans Park
midblock crosswalk as well as the crosswalks at Mill and
Commercial avenues (Farmers Market) should be considered .
In effort slow vehicle traffic approaching the Milton Avenue
Bridge neighborhood, a variable speed sign west of the
National Grid Substation should be conside red.
In the absence of crosswalks pedestrians are more likely to cross at
unsafe or illegal locations (courtesy Google Street View)

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Multimodal Access & Amenities : C ycling
continues to increase in popularity as a
mode of transportation, a method of
ex ercise, and as a recreational activity .
In response , the River Street Streetscape
Plan calls for a number of cycling related
improvements. While narrow travel
lanes , slower travel speeds , relocation of problematic utility
poles, and the installation of more bicycle friendly stormwater
grates will (and already do ) encourage and support cycling
between Judd Bridge and the National Grid Substation,
expanded road shoulders from t he substation to the Thurman
Bridge, coupled with shared roadway signage , are
recommended in order to enhance the cyclist’s experience
throughout the remainder of the River Street corridor.
Ongoing maintenance (e.g., street cleaning, snow removal,
etc.) of these improvements will further encourage safe
cycling as well. Additionally, bicycle racks at Veterans Park,
Richard s Avenue Park , Farmers Market Park , and the proposed
Paper Mill Park will help facilitate cycling.
The redevelopment and expanded use of Thurman Station
presents additional multimodal opportunities for the River
Street corridor and Town of Warrensburg. With increased
ridership, the Town, Warrensburg Chamber of Commerce, or
an alternative entity may consider providing scheduled shuttle
service from the Thurman Station to points along River Street and downto
wn Warrensburg. Improvements to River Street
should take into consideration possible transit service stops.
Narrow and poor road shoulder conditions along River Street can deter
cycling and can be contribute to a number of safety related concerns
Passenger train service at the Thurman Station continues to increase in
popularity (courtesy of flickr user Ironmike9)

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Vehicle Access , Travel & Safety: While
the primary focus of the River Street
Streetscape Revitalization Plan is to
improve pedestrian access and
aesthetic quality of the corridor, several
vehicular related improvements were
identified through the planning process .
(I t is important to reiterate that traffic related improvement
will require further traffic safety and warrant analysis during
subsequent design and/or funding phases .)
Proposed v ehicle related improvements include the
installation of stop signs at each approach to the Jud d Bridge
intersection . The current configuration, which currently has a
single yield sign at the Judd Street approach, can be confusing
to drivers, conducive to fast turning speeds, and does not
provide an opportunity for pedestrians to cross. R educed
turning radii using restriping and guiderails , coupled with new
signage, stop lines, crosswalks, and walkway and sidewalk
segments is believed to make a safer intersection for all users.
The Town and County are already collaborating to make some
of these improvements, especially con cerning the installation
of stop signs.
Similar improvements to the Richards Avenue intersection are
proposed . According to the existing conditions analysis there a
number of vehicle accidents at this intersection. Based on
community input and a review of crash data, limited line of sight
and the current two -way stop configuration may play a
role. The lack of a crosswalk is a cause for concern among
residents. As such, the installation of four- way stop, the
narrowing of turning radii, and the moving of stop lines in
order to improve line of sight is suggested . Turning radii need
to accommodate truck traffic . Further traffic analysis is
needed to ensure that these improvements will have a
positive impact. An alternate, more subtle approach , may
include simple restriping to accommodate truck traffic or a
mountable curb, and clearly defined stop lines and crosswalk s.
Th e Alden Avenue intersection may be improved by slightly
realigning (to make a T -intersection) and narrowing the
Poor striping, no stop lines, lack of crosswalks, wide turning radii, and
an awkward stopping configuration make for seemingly unsafe
intersection (courtesy of Google Street View)

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intersection in order to reduce turning speeds and limit the
distance pedestrians must cross .
Finally, the plan calls for a number of vehicle related access ,
travel, and safe ty enhancements . This includes resurfacing or
reconstruction of the roadway, traffic calming measures (e.g.,
additional speed limit signage, variable speed signs, etc.), and
select access management improv ements. Perhaps one of the
most important improvements is the relocation of utility poles
that are located within close proximity to travel lanes.
According to the existing conditions report there are a number
accidents that have involved problematic utility poles, some of
which have resulted personal injury. It also appears that a
handful of utility poles have also been struck by snow plows ,
which may impact the structural integrity of the poles.

Evidence of vehicle and/or snow plow impacts can be seen on several
utility poles within the corridor. Other utility poles are considerably
closer to the travel lane.

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Wa terfront Access & Recreation: There
are several formal and informal points of
a ccess to the Schroon River within the
River Street corridor. This includes
Veterans and the Farmers Market parks ,
as well as small pocket parks at Richard s
and Milton Avenues . Each offer s
opportunities for both active (primarily
fishing) and passive recreation . The Town
is also currently in the process of
developing a new waterfront park at the
former Warrensburg Board & Paper Mill
Company site, which was recently named
Paper Mill Park. In additio n to these park facilities are a
number of informal locations where outdoor enthusiasts can
access the waterfront via the River Street right of way.
However, these locations tend to be overgrown with
vegetation , located along steep embankments , and/or have
limited parking opportunities.
While canoe and kayak enthusiasts may take advantage of
these waterfront opportunities, the only formal boat launch is
located directly above the Schroon River hydroelectric dam.
The site is owned by Boralex and the boat launch is required
as part of their Federal Energy Regulatory Commission (FERC)
license . This access point allows paddlers to enjoy the Schroon
River Pond impoundment, which extends from the dam to the
Milton Avenue Bridge . There are no formal access opportunities below the dam or above the
Richards Avenue
Bridge.
T he plan identifies several fishing and canoe and kayak access
improvements in order to enhance recreational opportunities
within the Schroon River corridor. T his includes enhancements
to Richards Avenue pocket park (a popular fishing location) as
well as the pocket park opposite Alden Avenue . More
specifically, improved sidewalk connectivity and small
riverfront trails at both locations should help increase
accessibility and usage . It also includes a more well- defined
parking area at Richards Avenue pocket park. The plan also
includes a new waterfront park at the National Grid
With no sidewalks and only small gap in the guiderail, the small pocket
park located opposite the Alden Avenue intersection has limited
accessibly (courtesy of Google Street View)

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s ubstation. The proposed park includes a parking area and a
cartop boat launch, which would provide access to the upper
reaches of the Schroon River Pond impoundment.
Finally, the plan supports the Town of Warrensburg’s effort to
develop Paper Mill Park at the site of the former Warrensburg
Board and Paper Mill Company. The proposed park is currently
in the design phase and the Town is now identifying elements
of the project that can be done using local labor forces. Once
complete , the park will include a portage from the existing
boat launch located above the dam to a cartop boat launch
that will be located below the dam. This will not only improve
accessibility for users of the park, it may also support through
paddlers and perhaps be part of a future Hudson River and
Schroon River blueway trail. A concept plan for the proposed
Paper Mill Park is included as the end of this section (see
Figure 5 ).
The Town’s proposed Paper Mill Park will provide enhanced waterfront
access below the Schroon River Dam. The park will also include a host of
other passive and active recreation opportunities

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Interpretation, Wayfinding , and Visual
Enhancements : Two of the Town of
Warrensburg’s greatest resources are
the Hamlet of Warrensburg and
Warrensburg Mills Historic Districts. As
previously noted a significant portion of
the study area is within the se historic
district boundaries. Signage identifying
the hamlet and historic district is
generally lacking. The River Street
corridor should include informational
signs that better identify the limits of the
historical districts and help interpret its
historical resources . Additional signage t hat helps visitors
navigate points of interest and local business should also be
included.
T he River Street Streetscape Revitalization Concept Plan
identifies several locations where wayfinding signage is
recommended (note c ertain wayfinding is subjec t to Manual
on Uniform Traffic Control Device s standards ). T his includes:
town -wide, historic district, and River Street gateway signage
at the T hurman Bridge, National Grid s ubstation, and Judd
Bridge, respectively; natural resource signage at select River
Street pull offs; a comprehensive wayfinding signage syste m
at the proposed Paper Mill Park; and historical interpretive
and waterfront access signage at the Farmers Market,
Richards Avenue, and Veterans parks, and proposed Schroon River Overlook (see below for more information).
It is
important to note that such signage should be at tractive,
include uniform and comple mentary design elements,
appropriately
scaled for the
intended user (e.g.,
vehicular traffic
verse pedestrians),
and highlight
landmarks, points
of interest and
access, and local
businesses. The
Town should
consider a
preferred signage
design strategy to
ensure visual continuity. It may consider using the signage
design scheme that is currently being developed for the Paper
Mill Park (see image left ).
Finally, the Town should explore additional ways to improve
visual access to the Schroon River waterfront and enhance the
aesthetic quality of corridor . For example, a unique design
feature that was identified during the planning process was
the Schroon River overlook near the Grist Mill Restaurant. The
c oncept includes a proposed walkway along the existing Grist
Mill parking lot that connects to an observation deck situated

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16
along the Schroon River riverbank. The walkway and overlook
could incorporate a number historical interpretive signs and or
features (e.g., historical industrial equipment that is currently
located on the property). While located on private property, a
public private partnership c ould bring this unique opportunity
to fruition.
As for the aesthetic quality of the corridor, a host of
l andscaping improvements, reconfiguration of select parking
areas, and pedestrian scale design features and amenities can
be employed to beautify the River Street streetscape and its
adjoining public spaces. Often referred to as corridor
beautification, the use of attractive period lighting (that
compliments the historic district), banner, pavers or pressed
asphalt, street furniture , planters, street trees, flowerbeds , as
well as public art displays not only instill a sense of local pride
and foster a greater sense of place, it ca n help attract new
investments and promote tourism. A rendering that illustrates
these design elements along the River Street is provided
below ( see Figure 6 next page).

Streetscape elements that are designed to complement one another
provide for an attractive and unique user experiences. These features,
coupled with landscaping and other enhancements, will help improve
the visual quality of the River Street corridor

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New sidewalks and striping can
be used to reduce curb cuts,
improve access management,
and enhance safety
Wayfinding signage should be used to
help residents and visitors navigate
the corridor and to identify local
business and points of interests
Encourage local property owners to
reinvest in properties along the corridor.
Provide support through funding
opportunities and/or technical assistance Attractive streetscape features such
as period lighting, bollards, benches,
banners, plantings and landscaping
are important design elements
Narrower travel lanes (wherever practicable)
along with thoughtfully planned and designed
crosswalks are important pedestrian safety
and traffic calming features
New or improved sidewalks, wider shoulders
and/or on-street parking, as appropriate,, and
relocated utility poles, coupled with additional
pedestrian and bicycle signage, will make for a safer

Figure 6: River Street Revitalization Rendering

RIVER STREET STREETSCAPE REVITALIZATION PLAN

18
PRELIMINARY COST ES TIMATE & IMPLEMENTATION STRATEGY
There are several potential funding sources that may be used
to implement River Street Streetscape Revitalization Plan .
However, no one source will likely fund the project in its
entirety. As such, it is important to explore and leverage all
funding opportunities. Given the variety of funding sources
and strategies, it is important to continually examine priorities, possible alternatives, and implementation strategies
to champion the projects that are identified with this plan.
The estimated
2015 project cost for the River Street
Streetscape Revitalization Plan is approximately $4.0 to $5.9
million. Below is a summary of this estimate:
RIVER STREET STREETSCAPE REVITALIZATION PRELIMINARY COST ESTIMATE
River Street Roadway (resurface vs. reconstruction) $865,000-$4,100,0001
Sidewalk Improvements (new segments only vs. new segments and replacement of existing) $236,400-$1,004,0002
Intersection Improvements (Judd Bridge, Ridge Avenue, Alden Avenue) $63,0003
Other Pedestrian Safety Improvements (e.g., bike safe stormwater drainage grates) $11,00
Other Streetscape Improvements (trees, lighting, utility pole relocation, gateway signage) $454,00
Select Park Improvements (Veterans, Richards Ave Bridge, Proposed Grist Mill Overlook , Historic
Mills District, Alden Ave Riverfront , Proposed Schroon River Waterfront Access )
$274,000
Total $1,903,400 – $5,906,0004
1Estimate does not include Warren County Portion of River Street 2From Judd Bridge to National Grid Substation 3Includes full depth reconstruction, paving striping, and select signage and guide rail improvements 4Estimate does not include Paper Mill Park project cost estimates

RIVER STREET STREETSCAPE REVITALIZATION PLAN

19
IMPLEMENTATION STRATEGY
While NYSDOT may be responsible for roadway repairs and/or
improvements , many projects (particularly improvement s that
fall outside the limits of the right of way or along adjoining
properties) are the responsibility of the Town , and will
therefore require strong local leadership. The portion of River
Street between Judd Bridge and Richards Avenue Bridge will
also require strong support from Warren County. Because of
this the To wn will need to partner with NYSDOT, Warren
County , and adjoining landowners in order to implement the
River Street Streetscape Revitalization Concept Plan. Given the
scale of the project i t is suggest ed that the T own conside r
dividing it into phases or priorities in ord er to make it more
attainable and attractive to a variety of funding programs . This
may include: 1) roadway improvements; 2 ) sidewalks and
pedestrian connections; 3) wayfinding and gateway signage;
and , 4) recreation and waterfront access .

• Roadway improvements: It is assumed that the
NYSDOT will complete a majority of the roadway
reconstruction and/or resurfacing as a component of
ongoing maintenance and preservation efforts. As
such, early engagement with the NYSDOT is
recommended in order to he lp foster a positive and
proactive partnersh ip with the Town. According to the
NYSDOT, other routes within the region have a higher
priorit y (e.g., NYS Route 9L, Route 28N , and Route 8) and
repaving of River Str eet will not occur until 2017 at
the earliest. As such, the Town should have ongoing
discussions regarding scheduling with AGFTC, NYSDOT ,
and elected officials in order to establish a
clearer/more predictable timeframe.
• Sidewalk, pedestrian connections , and amenities:
Many pedestrian improvements could be incorporated
into a NYSDOT funded work plan . Alternatively , with
grant funding and through a Betterment Agreement
with NYSDOT, the Town could construct select
pedestrian improvements (in conjunction with
repaving/reconstruction efforts) that are considered a
local priority . The Town could also construct select
streetscape amenities (e.g., lighting, wayfinding
signage, etc.) , park improvements , and waterfront
access opportunities (e.g ., the proposed Grist Mill
Overlook and Schroon River waterfront access area ) as
well . This would also include any improvements that
are not within the NYSDOT right -of -way.
• Wayfinding and gateway signage : Certain wayfinding
s ignage could be installed (in accord ance with the
Manual on Uniform Traffic Control Device s standard)
throughout the corridor as part of a standalone
initiative or as a compliment to site specific (e.g.,
parks) imp rovements . T he timing and layout of future
improvements must be considered to avoid

RIVER STREET STREETSCAPE REVITALIZATION PLAN

20
subsequent impact, removal, or replacement when
making other physical improvements. B ecause
wayfinding and gateway signage often require more in-
depth design or branding consideration s, it is
recommended that the Town develop a wayfinding
strategy (e.g., logos, signal art elements, etc.) for the
corridor in the near- term in order to achieve the
desired results (i.e., a visually appealing , uniform , and
well -coordinated user experience). The Town may
consider expanding the wayfinding strategy that is
currently being developed for the Paper Mill Park for
the entire River Street corridor.
• Site- specific enhancements: The Town may choose to
design and construct other site -specific projects
identified in the River Street Streetscape Revitalization
Plan ( i.e., Veterans, Richards Ave Bridge, Proposed
Grist Mill Overlook, Historic Mills District, Alden Ave
Riverfront , Proposed S chroon River Waterfront Access ,
Paper Mill P ark). T he Town could select a single si te to
focus their initial efforts and manage costs . On a
large r-scale the Town could choose to pursue funding
for all the site -specific projects. This latter strategy
would likely be more successful if the individual
projects were woven together by a single theme (e.g.,
as one single waterfront and/or historic resource
access initiative). Finally, absent NYSDOT support, the Town may choose to advance select
streetscape
improvements .
POTENTIAL FUNDING SOURCES
Given the overall cost to revitaliz e the River Street corridor,
responsibility cannot solely be borne by the Town of
Warrensburg. As such, funding assistance and material
support is essential in order f or the project to be successful.
Because of limited federal and state funding, NYSDOT is
primarily focused on “p reservation” of roadways and is less
likely to take on more elaborate reconstruction initiatives. Th e
Town of Warrensburg will have to take a greater leadership
role when it comes to advo cating for redevelopment of the
corridor.
With the exception of Urban Local, Rural Minor Collector, and
Rural Local classified roadways , all state road are eligible for
federal funding .
8 As noted in the Existing Conditions Analysis
(Attachment A), River Street is classified as a Rural Minor
Collector and is therefore not a “Federal Aid ” eligible roadway .
However, there is some precedent for using Federal Surface
Transportation Program (STP) Funds for safety and
bicycle/pedestrian -related priority projects, regardless of
location on or off the federal -aid system. The River Street
corridor is noted as a priority in the A/GFTC Bicycle Priority
8 https://www.dot.ny.gov/divisi ons/engineering/technical-
services/highway -data -services/functional -class -maps

RIVER STREET STREETSCAPE REVITALIZATION PLAN

21
Network. In addition, the River Street bicycle -pedestrian
improvements may soon be listed as an “Illustrative Project”
in the regional Transportation Improvement Program. An
“Illustrative Project” is one in which current funding is not
available; if funding becomes available in the future, the
project may be considered for inclusion in the TIP. I n order to
determine the availability of funds and/or project eligibility
the Town should meet with NYSDOT and A /GFTC
representa tives to discuss next steps in this process .
T he Town should also work with the representatives from the
Capital Region Economic Development Council (CREDC) in
order to identify priority project or Consolidated Funding
Application (CFA) opportunities.
9 So me of these opportunities
are identified below while others are standalone funding
initiatives and programs:
• A/GFTC Make the Connection Program is intended to
assist with small- scale projects that “will improve the
region’s bicycle and pedestrian travel network.”
Announced on annual basis, the Make the Connection
Program requires a 20 percent local match and can be
used for a variety of small projects. However, it is
important to note that funding is limited and project
administration can be technically difficult in relation to
award amount due to administrative guidelines and/or
requirements. Nevertheless, the program may help
9 http://regionalcouncils.ny.gov/content/capital -region
implement a critical piece of the River Street
Streetscape Revitalization Plan.
• NYSDOT Transportation Alternative Program (TAP)
provides funding for transportation alternatives
including “on- and off-road pedestrian and bicycle
facilities, infrastructure projects for improving non –
driver access to public transportation and enhanced
mobility, community improvement activities, and
en vironmental mitigation.” Because the proposed
improvements are primarily focused on transportation
alternatives, several aspects of the project may be
eligible for funding through TAP program. It is also
important to note that River Street provides access to
the Warrensburg Eleme ntary School for nearby
students. As such, certain aspects of the project may
be eligible for TAP funding, specifically the Safe Routes
to School funding category.
• New York State Department of State (NYSDOS) Local
Waterfront Revitalization Program (LWRP) funds are
available through the State’s Consolidated Funding
Application (CFA) process. As a Hudson River
community, and with the Schroon River recently being
identified asa designated inland waterway, monies
from the State’s Environmental Protection Fund (EPF)
may be used to prepare a wide variety of community
planning initiatives and projects. Because the Town has
already developed a partnership with the NYSDOS

RIVER STREET STREETSCAPE REVITALIZATION PLAN

22
through its LWRP funded Comprehensive Plan, there is
a greater likelihood of being awarded funding support.
When pursu ing LWRP funding for the River Street
Streetscape Revitalization Plan the Town should focus
on Schroon River access and waterfront revitalization.
LWRP Grant requirements include a 50 percent local
match .
• Also available through the State’s CFA process are New
York State O ffice of Parks, Recreation, and Historic
Preservation Parks (OPRHP) funded programs. This
includes its Parks and Historic Preservation programs.
These individuals programs could be used to advance a
number of the plan recommendations. This includes
proposed park improvements, building preservation,
and select pedestrian improvements (if pitched as a
transportation alternative or historic trail experience).
If the Town does choose to pursue OPRHP funding it
should levera ge River Street’s historic district
designations.
• The NYS Environmental Facility Corporation (EFC)
Green Innovation Grant Program is a highly
competitive grant program that uses funding from the
US Environmental Protect Agency (EPA) and is
administere d under the Cl ean Water State Revolving
Fund. The Green Innovation Grant Program will
provide seed money for projects which spur green
innovation, build green capacity, and facilitate technology transfer throughout th
e State. Eligible
projects should be designed to water quality and
demonstrate sustainable wastewater infrastructure in
communities across the State . The Town could use this
funding source to design and construct stormwater
management features that are part of the proposed
River Street Streetscape Revitalization Plan.
Particularly for any d esign features that would focus on
improvement s Schroon River water quality .
• Through the NYS Department of Environmental
Conservation (NYSDEC) Adirondack Park Smart
Growth Implementation Grants , municipalities and
not -for -profits may request up to $75,000 (with no
required match) for “smart growth” related projects
that are wholly within the Adirondack Park. This
includes “capital projects and community development
initiatives that link environmental protection,
economic development and community livability
within the special conditions of the Adirondack Park.”
Given the flexibility of this program, funding could be
used for a number of recommended River Street
improvements.
• NYSDEC Urban and Community Forestry Grants
Funding seeks to encourage and assist municipalities
as they develop and implement sustainable local urban
forestry programs. Grants are designed to encourage
communities to actively enhance tree cover along their

RIVER STREET STREETSCAPE REVITALIZATION PLAN

23
streets and in their parks, to properly care for and
maintain their community trees, to develop tree
inventories and management plans, and to inform
their residents of the value and benefits of urban trees.
The Town should consider pursuing this funding for
street trees along River Street.
• Glens Falls Hospital ’s Creating Healthy Places to Live,
Work & Play program provides monies for projects,
after the adoption of a local complete streets
resolution or through its grant program, that meet its
programs goals. This may include monies for signage
and small site -specific improvements. The Town of
Warrensburg has adopted a complete streets
resolution and worked with Glens Falls Hospital on a
number of complete streets initiatives. The Town
should continue to work with Glens Falls Hospital in
order to identify new funding and partnership
opportunities.

RIVER STREET STREETSCAPE REVITALIZATION PLAN

APPENDIX A: EXISTING CONDITIONS ANALYSIS

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1

MEMORANDUM

To: Project Advisory Committee
From: Paul Cummings, AICP, LEED AP
Date: March 9, 2015
Re: Warrensburg River Street Streetscape Revitalization Plan t
Job #: 91418.00
This Existing Conditions Analysis has been prepared by gathering information through field visits, review
of existing resources, research, and Computer Aided Design (CAD) and Geographic Information Systems
(GIS) mapping.
Introduction
The focus of this streetscape project is River Street within the Town of Warrensburg (Warren County)
from the Judd Street Bridge west to the bridge across the Hudson the Town of Thurman (see Figure 1 in
A ttachment A) . Warren County owns the portion of roadway between Judd Street and Richards Avenue
(County Route 14) and NYS Department of Transportation (NYSDOT) controls from Richards Ave to
Thurman Station (NYS Route 418). River Street is functionally classified as a Rural Minor Collector, and
as such are generally not Federal Aid eligible. Consistent with the US Federal Highway Administration,
NYSDOT states that a Rural Minor Collector should have the following characteristics:
• Be spaced at intervals to collect traffic from local roads and bring all developed areas within a
reasonable distance of a collector road.
• Provide service to the remaining smaller communities.
• Link the locally important traffic generators with their rural areas.
The overall length of this roadway is approximately 2.3 ± miles. Over the length of this roadway a total of
three bridges span the Schroon River at Judd Street, Richards Avenue, and Milton Street. At the western
end of the Study Area a bridge crosses the Hudson River to Thurman Station. Land use along this section
of River Street is predominantly a mix of uses including residential, vacant, commercial, and community
services. The Warrensburg Mills Historic District is a national historic district and was added to the
National Register of Historic Places in 1975 from the Woolen Mill Bridge to the Osborne Bridge . It
encompasses a number of mill complexes and homes related to the de velopment of Warrensburg (see
Photo Log in A ttachment B).
The River Street right of way in this area is approximately 50 feet (three rods). However, this may be less
due to existing land uses and p hysical restrictions that may have limited the overall width of the road in
sections. Acquisitions along this roadway occurred in : 1916, 1933, 1936 and 1939 (2 each), 1941 and
1994 (see historic mapping in A ttachment C). Portions of River Street run adjacent to the Schroon River,
re sulting in narrow shoulders and steep banks along the river in in various locations .

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2

River Street serves as a link to Warrensburg’s “downtown” via the three bridges that cross the Schroon
River and provides a link to Thurman across the Hudson River . Traffic speeds along this section of
roadway are posted 30 mph and 55 mph , with numerous advisory speed limit signs due to geometrics .
The two lane roadway (one lane each direction ) travels in an eastbound/westbound direction along the
Schroon River. Roadway width varies throughout and is generally between 25 – 30 feet in width.
Parking along this roadway is prohibited near the intersection with Commercial Avenue at the site of the
farmer’s market .
Road Conditions
One of the tools that NYSDOT uses to identify where pavement work is needed (and what type of work
should be done ) is based on a Surface Rating that describes the severity and extent of pavement surface
distress for each segment of highway. The measurement of ride quality is also considered. While a
rating of 1 -10 is used, t he following four generalized surface conditions are used by NYSDOT to classify
roadways.
• Excellent – no significant surface distress
• Good – Surface distress beginning to show
• Fair – surface distress is clearly visible
• Poor – distress is frequent and severe
Surface rating of the roadway was given a score of 6 by NYSDOT which represents a fair condition with
surface distress clearly visible . However, in some locations the roadway condition may be described as
poor as the roadway moves further west towards the Hudson River. E xisting condition photographs
illustrate the cracking, potholes, and cold patch within the roadway (see Photo Log in A ttachment B).
The photos further show broken pavement along the shoulder’s edge as it transitions to an unpaved
surface. Years of patching and alligator cracking are evident. Recently a washout west of a National Grid
Substation (near Big Brook) occurred and has since been temporarily repaired. According to NYSDOT,
while it is recognized that paving 418 would be beneficial, due to the priority of other routes, repaving
will not likely occur until 2017 at the earliest.
Roadway and crosswalk striping is also generally poor throughout the Study Area as the striping is
broken, faded, and unclear in many spots. Acc ording to NYSDOT, this is a p aint (as opposed to epoxy)
route, which should be painted yearly. More detail is provided in the Vehicular Travel and Safety section
below.
Vehicular Travel and Safety
In July 2014, NYSDOT obtained updated traffic data for the section of River Street from Alden Ave to the
junction with Route 9 (see Table 1 and Attachment B ). The estimated average annual daily traffic (AADT)
was 1,336 vehicles eastbound and 1,288 vehicles westbound. During the period of data c ollection, the
average weekday peak was 136 vehicles per hour travelling eastbound, and 144 vehicles travelling
westbound. The average speed travelling eastbound was 30.9 mph and westbound was 31.2. The 85
th
percentile speeds for eastbound and westbound was 36.3 mph and 37.4 mph, respectively. The percent
of F4 -F13 heavy vehicles was 4.36, while the percent of F3 -F13 trucks and buses was 28.12.

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3

Table 1 – Traffic Count Notable Findings
Eastbound Westbound
AADT (vehicles) 1,336 1,288
Average Weekday Peak (vehicles /hour) 136 144
Average Speed (MPH) 30.9 31.2
85th Percentile Speed (MPH) 36.3 37.4
Percent Heavy Vehicles (Class F4 -F-13) 4.32% 4.40%

According to traffic accident data obtained from A dirondack/Glens Falls Transportation Committee
(A/GFTC) , for the past three years there have been a total of 47 accidents between 2011 and 2013 for
the section of River Street within the Study Area (see travel data in Attachment D) . Accidents have
largely been with other vehicles over this period of time. However, averages of nearly six accidents a
year are a result of a collision with fixed objects (light support, utility pole, guide rail, sign post) and the
roadway shoulder, ditch, or elevated bank. As shown in photos included within Attachment B , there are
a number of locations where utility poles are located within the roadway shoulder and in some
instances as close as 1-3 feet to the active travel lane.

13%
13%
7%
6%
51% 4%
4%

2%
Collisions (2011 -2013)
Earth, Elevated Rock, or Road Cut/Ditch
Light Support, Utility Pole
Animal
Guide Rail
Motor Vehicle
Sign Post
Other, Non-Collision
Overturned

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4

Further, the GIS data showing the location of these collisions indicate that four out of six collisions with
utility poles along River Street are between Richards Avenue and South Street (see Figure 2 in
A ttachment A ). This presents safety concerns for not only motor vehicles, but also for pedestrians and
bicyclists using this portion of the roadway. Another concentration of accidents , related to roadway
shoulder, ditch, or elevated bank was identified along River Street near Sue Ann Drive at the western
end of the Study Area. Sight line s in this location are likely an influencing factor. Accidents with other
vehicles are concentrated at intersections with Richards Avenue, South Avenue, and Milton Street.
Based on Town input, a lack of a four-way stop, proper signage, and roadway striping could be
contributing factors.
Data related to contributing factors for these accidents varies as they involve multiple factors and
multiple vehicles. Of note, over the three year period failure to yield right of way was identified as an
influencing factor 13 times and slippery pavement was counted 6 times. Other influencing factors of
note include driver’s inattention, animal involvement, alcohol, unsafe speed, disregarded traffic control
devices, and backing unsafely.
A site visit conducted in August 2014 identified the following observations as they related to vehicular
and pedestrian movement and safety along this portion of River Street (see Figure 3) .
• A number of u tility poles are located within very close proximity to the travel b
etween the Judd
Street Bridge and Veterans Park and between Richa rds Avenue to the Grist Mill.
• Guiderail along portions of the Richards Avenue Bridge can obstruct line of sight for motorists
• The intersection of River Street with Judd Street is controlled by a yield sign for traffic on Judd
Street with no roadway striping or crosswalks..
• There are multiple houses within 10± FT of travel lane in the section of roadway between the
Grist Mill and Curtis Lumber.
• A bank along a section of the road has been washed out along River Street near Big Brook where
water was impounding along an old rail bed (see Photo Log in A ttachment B).
Pedestrian and Multi -Modal Travel and Safety
Sidewalks within the Study Area are located on the non -river side of River Street beginning at the Judd
Street Bridge west to the intersection with Commercial Avenue. Sidewalks begin again approximately
300 feet further along River Street past the Curtis Lumber parking lot. They continue another 250 feet
just past Pebble Drive. Sidewalks pick up again at the intersection of River Street and Alden Avenue on
the non- river side . There is a 125± ft sidewalk gap before they pick up again at the intersection with
Johnson Drive. No other sidewalks are located within the Study Area, and no sidewalks are located along
the river side of River Street. In general, se ctions of sidewalk east of Richards Avenue are 3.5 feet wide
and are in fair to poor conditions. Sidewalks west of Richards Avenue are generally 5 feet in width are in
good condition.
Crosswalks along River Street are limited to the intersections with Commercial Avenue, and Milton
Street (Bridge). Crosswalks were not found at intersections with Judd Street (bridge), Richards Avenue
(bridge), Alden Avenue, or near the Board and Paper Mill site . A single pedestrian crossing sign is

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5

located at the northern end of the Warrensburg Historical Park (see River Stree t Inventory Map) . The
Warrensburg Riverfront Farmers’ Market can be found at this location. During the farmers market
orange cones are placed along the roadway and temporary pedestrian crossing signs are put up.
However, parking for the farmers market is scattered along the roadway and adjoin properties. As
vehicles and pedestrians navigate this area there are at times pedestrian an d vehicular related safety
concerns. More specifically, v ehicles are parked in the shoulder and grass areas along River Street, in the
Historical Park parking lot, at Curtis Lumber, and in unpaved areas at the intersection of River Street
with Commercial Avenue . All the while pedestrians cross the street as vehicles navigate a somewhat
congested roadway.
As discussed in the Vehicular Travel and Safety section, there are a number of impediments within the
right of way that present concerns for pedestrians and bicyclists within this area. This includes the
following:
• include utility poles located adjacent to travel lanes that limits bicycle and pedestrian
movements,
• Narrow travel lanes and shoulders ( particularly west of Milton Street to the Hudson River ) that
offers limited shared roadway opportunities ,
• Inconsistent/disconnected sidewalk network that limits pedestrian mobility in select areas and
raises safety concerns ,
• Unclear or nonexistent crosswalks at Judd Bridge and Richards Avenue intersection (note a lack
of crosswalks in other locations may also contribute to unsafe midblock crossing by
pedestrians) ,
• Storm drains along road shoulders that below surface grades due to rep aving and have grate
design s that present safety concerns for bicyclist ,
• Guard rail that may inhibit line of sight and/or restrict pedestrian access and mobility
(particularly near the bridges) ,
• Limited poor pedestrian signage.
Finally, It should be also noted that there is limited access to the Schroon River along this section of
roadway . While this may not be a pedestrian safety issue, members of the community have suggested
that additional access to the waterfront is desirable.
Land Use Characteristics
Land use along this section of River Street is predominantly a mix of uses including residential, vacant,
commercial, and community services (see Figure 4 in Attachment A). Noted land uses include: the Board
and Paper Mill site s, the site of a future waterfront park and car top boat/fishing access, the wastewater
treatment plant, and a cluster of other businesses and the Veteran’s Park . Within the Study Area a total
of 172 parcels are located adjacent to River Street. These parcels account for a total of 579 acres of land
(see Table 2) .

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6

Table 2 – Land Use
Property
Class Code Property Class
Total
Parcels % of

Parcels Total

Acres % of

Acres
100 Agriculture — — — —
200 Residential 113 65.7% 283 48.8%
300 Vacant 41 23.8% 68.8 11.9%
400 Commercial 10 5.8% 15.3 2.6%
500 Recreation and Entertainment 1 0.6% 0.2 0.0%
600 Community Services 3 1.7% 101.0 17.4%
700 Industrial — — — —
800 Public Services 1 0.6% 1.1 0.2%
900 Wild, Forested, Conservation

Lands and Public Parks 3
1.7% 110.0 19.0%
Total 172 100.0% 579.4 100.0%
Source: Warren County Real Property Tax Service Agency
Residential uses are the most predominant land use in terms of parcels and overall acreage. Vacant,
community services, and wild, forested conservation lands and public parks are the next most common
land use. The balance of the study area is largely made up of commercial, public services, and
recreation and entertainment. As shown on Figure 4 , it should be noted that there are a number of large
parcels at the western end of the Study Area that account for a majority of the land area. Businesses
within the Study Area along River Street are limited and include: the Grist Mill on the Schroon
(restaurant), R&D Transmissions, River Street Plaza, Curtis Lumber, and the Hickory Ski Center.

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7

Within the Study area there are a number of recreational resources that provide fishing, kayaking, water
access and cycling opportunities for residents and tourists to the area. These resources often generate
pedestrian activities and the Town desires to i mprove accessibility along River Street to these facilities .
Some of these recreational resources include the following :
• Veteran’s Park is l ocated on the Schroon River side of River Street between Catherine Street and
Burdick Avenue. The park includes picnic tables and a gazebo . Current access to the park
includes a parking area. There are no adjoining sidewalks or a crosswalk that would provide
improved access to the park.
• The Warrensburg Board and Paper Site (recently renamed Paper Mill Park) is the location for a
new Town recreation park along the Schroon River, which is currently in the planning stages.
A lternative concepts have been dev eloped that include: an observation deck, seating/viewing
areas, an event lawn, kayak put in, pavilion, parking, and trails throughout the site . The site will
include a new driveway and parking area for vehicle access. Along this portion of River Street
there are very limited/narrow road shoulders. Expanded road shoulder and shared roadway
signage would im prove access to the proposed park.
• The Hickory Ski Center operates a surface lift only ski area with more than five miles of skiing on
18 beginner to expert trails. The facility reope ned during the 2009-2010 season and again during
the 2013 -2014 season. Although Hickory Ski Center is primarily a winter operation, there are
discussions about expand ing services , amenities , and/or events during the warmer months.
Expanded road shoulders and shared roadway signage along River Street would improve
pedestrian and bicycle access to this important economic development entity .
• The pocket park located across from Alden Avenue near the Milton Street Bridge is blocked by
the guardrail and primarily includes a bench .
66%
24%
6%
0%

2%

0%

2%

Land Use by % of Parcels
Residential
Vacant
Commercial
Recreation and Entertainment
Community Services
Public Services
Conservation & Public Parks

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8

The Study Area is within the Warrensburg Mills Historic District , where historic manufacturing mills were
once located . Improvements to the River Street corridor will need to take into consideration the
distric t’s historical resources, particularly any potential impacts to unique landscape features and
historic prop erties.
The Warrensburg Riverfront Farmers’ Market is located on the Schroon River . The farmers market was
established in 1998 and sells locally grown, raised and prepared products including produce, plants, cut
flowers, dairy, poultry, meats, maple syrup, honey, wine, preserves, baked goods and refreshments. The
market is held Friday afternoons from 3 -6 p.m. from Memorial Day Weekend thru the end of Octo ber.
A ttachment s
A. Figures
a. Study Area Map
b. Collision Data Map
c. Roadway Inventory Map
d. Land Use Map
B. Travel/AADT Data
C. Photo Log
D. Historic Mapping

The Chazen Companies

Attachment A
Figures

Hudson River
Schroon River
9
45
9
State Route 418
Alden Ave
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Library Ave
River St
Smith St
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Burdick Ave
Ho
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Mill Ave
Hillcrest Dr
Luse Ln
SummitS t
South Ave
WhalenDr
WoodwardAv
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RyanAve
Stacy St
Sanford St
James StVern u
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C assi
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esa Ja
m esS
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Bateman Dr
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1 ” equals 420 ’
Warrensburg River Street PlanStudy Area Map
Town of Warrensburg
Warren County, New York
PWC
07/14/2014
91418.00
NA
Engineers/Surveyors
Planners
Environmental Scientists
Landscape Architects
CHAZEN ENGINEERING, LAND SURVEYING & LANDSCAPE ARCHITECTS CO., P.C.
This map is a product of The Chazen Companies. It should be used for reference purposes only. Reasonable efforts have been ma de to ensure the accuracy of this map.
The Chazen Companies expressly disclaims any responsibilities or liabilities from the use of this map for any purpose other tha n its intended use.
Dutchess County Office:
21 Fox Street
Poughkeepsie, NY. 12601
Phone: (845) 454-3980Capital District Office:
547 River Street
Troy, NY. 12180
Phone: (518) 273-0055North Country Office:
375 Bay Road
Queensbury, NY. 12804
Phone: (518) 812-0513
Drawn:
Date:
Scale:
Project:
Figure:
9
45
9River St
Smith St
Library Ave
Ridge Ave
Milton St
Burdick Ave
Mill Ave
Summit St
South Ave
State Route 418
Stacy St
Richards Ave
Alden Ave
Commercial St
Catherine St
Scott Dr
Stone St
B
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Av
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Wood
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Sanford St
Evergreen LnTher
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State Route 418
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0.2
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Hickory Ski Center
Board & Paper Mill
Warrensburg School
Frederick H. Flynn
Memorial Park
Warrensburg School
Board & Paper Mill
Frederick H. Flynn Memorial Park
River
S t
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River Street Study AreaHistoric DistrictCorridor Parcels
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Schroon River
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Bateman Dr
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²
1 ” equals 420 ‘
Warrensburg River Street Plan
Inventory of Collissions Map
Town of Warrensburg
Warren County, New York
GHM
09/24/2014
91418.00
NA
Engineers/Surveyors
Planners
Environmental Scientists
Landscape Architects
CHAZEN ENGINEERING, LAND SURVEYING & LANDSCAPE ARCHITECTS CO., P.C.
This map is a product of The Chazen Companies. It should be used for reference purposes only. Reasonable efforts have been ma de to ensure the accuracy of this map.
The Chazen Companies expressly disclaims any responsibilities or liabilities from the use of this map for any purpose other tha n its intended use.
Dutchess County Office:
21 Fox Street
Poughkeepsie, NY. 12601
Phone: (845) 454-3980Capital District Office:
547 River Street
Troy, NY. 12180
Phone: (518) 273-0055North Country Office:
375 Bay Road
Queensbury, NY. 12804
Phone: (518) 812-0513
Drawn:
Date:
Scale:
Project:
Figure:
4
5
6
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4
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Commercial St
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Alden Ave
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S ta te
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1 ” equals 100 ‘
Warrensburg River Street Plan
River Street Inventory Map
Town of Warrensburg
Warren County, New York
GHM
09/24/2014
91418.00
NA
Engineers/Surveyors
Planners
Environmental Scientists
Landscape Architects
CHAZEN ENGINEERING, LAND SURVEYING & LANDSCAPE ARCHITECTS CO., P.C.
This map is a product of The Chazen Companies. It should be used for reference purposes only. Reasonable efforts have been ma de to ensure the accuracy of this map.
The Chazen Companies expressly disclaims any responsibilities or liabilities from the use of this map for any purpose other tha n its intended use.
Dutchess County Office:
21 Fox Street
Poughkeepsie, NY. 12601
Phone: (845) 454-3980Capital District Office:
547 River Street
Troy, NY. 12180
Phone: (518) 273-0055North Country Office:
375 Bay Road
Queensbury, NY. 12804
Phone: (518) 812-0513
Drawn:
Date:
Scale:
Project:
Figure:
Frederick H. Flynn
Memorial Park
! 5
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Hudson River
Schroon River
9
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State Route 418
Alden Ave
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Library Ave
River St
Smith St
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Hil
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WoodwardAv
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Wh alenDr
P
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Sanford St
Newto
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James St
RyanAve
Stacy St
Vern u
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Mo os
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Ca
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Dinu StJen
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1 ” equals 420 ’
Warrensburg River Street Plan
Land Use MapTown of Warrensburg
Warren County, New York
PWC
07/14/2014
91418.00
NA
Engineers/Surveyors
Planners
Environmental Scientists
Landscape Architects
CHAZEN ENGINEERING, LAND SURVEYING & LANDSCAPE ARCHITECTS CO., P.C.
This map is a product of The Chazen Companies. It should be used for reference purposes only. Reasonable efforts have been ma de to ensure the accuracy of this map.
The Chazen Companies expressly disclaims any responsibilities or liabilities from the use of this map for any purpose other tha n its intended use.
Dutchess County Office:
21 Fox Street
Poughkeepsie, NY. 12601
Phone: (845) 454-3980Capital District Office:
547 River Street
Troy, NY. 12180
Phone: (518) 273-0055North Country Office:
375 Bay Road
Queensbury, NY. 12804
Phone: (518) 812-0513
Drawn:
Date:
Scale:
Project:
Figure:
9
45
9River St
Smith St
Library Ave
Ridge Ave
Milton St
Burdick Ave
Mill Ave
Summit St
South Ave
State Route 418
Stacy St
Richards Ave
Alden Ave
Commercial St
Catherine St
Scott Dr
Stone St
B
u
rhan s
Av
e
Wood
ward A
v
e
Combs Ln
Sanford St
Evergreen LnTher
e s
a J
am
e
s St
Skyla
rk
L
n
H er r
ickAv
e
Luse Ln
Pine Tree Ln
Bateman Dr
JamesS t
C ed
arLn
E l
e
ctr
ic
Av
e
Schroon
State Route 418
S a
n tol
i
nDr
0
0.4
0.2
Miles
Hickory Ski Center
Board & Paper Mill
Warrensburg School
Frederick H. Flynn
Memorial Park
Warrensburg School
Board & Paper Mill
Frederick H. Flynn Memorial Park
River
S t
reet
Land Use
ResidentialVacantCommercialRecreation & EntertainmentCommunity ServicesPublic ServicesOpen Space & ParksRiver Street Study Area
To Downtown
River
S
t
reet
Rive
r
S t
reet
To Thurman
Station

The Chazen Companies

Attachment B
Travel Data

STATION:
170028 New York State Department of Transportation
Traffic Count Hourly Report Page 1 of 2
ROUTE #: NY 418ROAD NAME:
FROM:
ALDEN AVE JCT RIGHT TO:
JCT RT 9 WARRENSBURG END RT COUNTY:
Warren
DIRECTION: Eastbound FACTOR GROUP: 40 REC. SERIAL #: CM27 FUNC. CLASS: 08TOWN:
WARRENSBURG
STATE DIR CODE: 6 WK OF YR: 29 PLACEMENT: 180′ N of Pebble Dr NHS: noLION#:
DATE OF COUNT: 07/18/2014 @ REF MARKER:JURIS: CityBIN:1048240
NOTES LANE 1: EB Lane ADDL DATA:CC Stn:RR CROSSING:
COUNT TYPE: VEHICLES BATCH ID: DOT-R1 WW29C ClassHPMS SAMPLE:
COUNT TAKEN BY: ORG CODE: TST INITIALS: MDB PROCESSED BY: ORG CODE: DOT INITIALS: JLB
12
TO 1 1
TO 2 2
TO 3 3
TO 4 4
TO 5 5
TO 6 6
TO 7 7
TO 8 8
TO 9 9
TO 10 10
TO 11 11
TO 12 12
TO 1 1
TO 2 2
TO 3 3
TO 4 4
TO 5 5
TO 6 6
TO 7 7
TO 8 8
TO 9 9
TO 10 10
TO 11 11
TO 12 DAILY DAILY
DAILY HIGH HIGH
AM PMDATE DAY TOTAL COUNT HOUR
1 T
2 W
3 T
4 F
5 S
6 S
7 M
8 T
9 W
10 T 11 F
12 S
13 S
14 M
15 T
16 W
17 T
18 F
19 S
20 S
21 M
22 T
23 W
24 T
25 F
26 S
27 S
28 M
29 T
30 W
31 T 133 103 152 145 92 77 78 52 43 28 19
6 2 3 6 6 16 39 77 110 123 122 151 125 113 117 124 105 100 82 77 72 51 46 21 1694 151 11
6 5 4 5 5 22 34 55 81 114 106 129 138 97 125 91 102 83 107 77 56 32 24 12 1510 138 12
4 4 2 4 18 47 97 138 103 107 118 97 111 100 97 111 96 90 77 54 48 35 16 5 1579 138 7
2 2 3 4 17 46 96 144 101 99 98 112 112 97 109 108 93 95 71 58 45 47 19 9 1587 144 7
7 0 1 6 14 52 92 129 124 96 120 95 113 102 101 99 89 85 77 50 33 34 11 9 1539 129 7
8 2 4 9 18 47 91 139 105 115 100 100 106 98 120 97 97 92 94 49 50 59 18 14 1632 139 7
5 2 2 9 21 48 93 129 129 107 116 90 91
AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon) ADT
6 2 2 7 18 48 94 136 112 105 110 99 110 99 107 104 94 90 80 53 44 44 16 9 1589
DAYS Counted
8 HOURS Counted
168 WEEKDAYS Counted
4 WEEKDAY Hours
102 AVERAGE WEEKDAY
High Hour
136 % of day
9% Axle Adj. Factor
1.000 Seasonal/Weekday Adjustment Factor
1.189 ESTIMATED
AADT1336
ROUTE #: NY 418 ROAD NAME:
FROM:
ALDEN AVE JCT RIGHT TO:
JCT RT 9 WARRENSBURG END RT COUNTY:
Warren
STATION: 170028STATE DIR CODE:
6 PLACEMENT:
180′ N of Pebble Dr DATE OF COUNT: 07/18/2014

STATION:
170028 New York State Department of Transportation
Traffic Count Hourly Report Page 2 of 2
ROUTE #: NY 418ROAD NAME:
FROM:
ALDEN AVE JCT RIGHT TO:
JCT RT 9 WARRENSBURG END RT COUNTY:
Warren
DIRECTION: Westbound FACTOR GROUP: 40 REC. SERIAL #: CM27 FUNC. CLASS: 08TOWN:
WARRENSBURG
STATE DIR CODE: 7 WK OF YR: 29 PLACEMENT: 180′ N of Pebble Dr NHS: noLION#:
DATE OF COUNT: 07/18/2014 @ REF MARKER:JURIS: CityBIN:1048240
NOTES LANE 1: WB Lane ADDL DATA:CC Stn:RR CROSSING:
COUNT TYPE: VEHICLES BATCH ID: DOT-R1 WW29C ClassHPMS SAMPLE:
COUNT TAKEN BY: ORG CODE: TST INITIALS: MDB PROCESSED BY: ORG CODE: DOT INITIALS: JLB
12
TO 1 1
TO 2 2
TO 3 3
TO 4 4
TO 5 5
TO 6 6
TO 7 7
TO 8 8
TO 9 9
TO 10 10
TO 11 11
TO 12 12
TO 1 1
TO 2 2
TO 3 3
TO 4 4
TO 5 5
TO 6 6
TO 7 7
TO 8 8
TO 9 9
TO 10 10
TO 11 11
TO 12 DAILY DAILY
DAILY HIGH HIGH
AM PMDATE DAY TOTAL COUNT HOUR
1 T
2 W
3 T
4 F
5 S
6 S
7 M
8 T
9 W
10 T 11 F
12 S
13 S
14 M
15 T
16 W
17 T
18 F
19 S
20 S
21 M
22 T
23 W
24 T
25 F
26 S
27 S
28 M
29 T
30 W
31 T 147 137 147 176 203 128 129 97 73 71 38
21 11 12 7 1 5 16 33 63 94 92 118 143 126 144 149 111 120 99 101 94 64 59 35 1718 149 15
27 9 5 3 3 5 12 28 41 72 77 109 112 83 161 121 120 92 81 92 79 57 36 30 1455 161 14
7 7 2 2 4 10 40 41 43 78 83 84 114 98 94 131 132 142 117 90 93 65 32 14 1523 142 17
8 5 6 5 5 7 40 33 71 84 84 82 106 90 100 146 153 138 95 72 76 71 29 32 1538 153 16
9 3 11 2 1 6 38 42 52 64 93 73 90 108 104 130 140 137 92 82 59 52 29 23 1440 140 16
11 8 3 7 1 12 26 38 62 58 70 76 107 94 123 133 151 149 107 97 89 76 69 33 1600 151 16
10 5 8 3 2 6 42 42 62 63 85 102 118
AVERAGE WEEKDAY HOURS (Axle Factored, Mon 6AM to Fri Noon) ADT
10 5 7 4 2 8 37 39 58 69 83 83 104 98 105 135 144 142 103 85 79 66 40 26 1532
DAYS Counted
8 HOURS Counted
168 WEEKDAYS Counted
4 WEEKDAY Hours
102 AVERAGE WEEKDAY
High Hour
144 % of day
9% Axle Adj. Factor
1.000 Seasonal/Weekday Adjustment Factor
1.189 ESTIMATED
AADT1288
ROUTE #: NY 418 ROAD NAME:
FROM:
ALDEN AVE JCT RIGHT TO:
JCT RT 9 WARRENSBURG END RT COUNTY:
Warren
STATION: 170028STATE DIR CODE:
7 PLACEMENT:
180’ N of Pebble Dr DATE OF COUNT: 07/18/2014

New York State Department of Transportation
Classification Count Average Weekday Data Report
ROUTE #: NY 418ROAD NAME: YEAR: 2014STATION:
170028
COUNTY NAME: Warren MONTH: July
REGION CODE: 1
FROM: ALDEN AVE JCT RIGHT
TO: JCT RT 9 WARRENSBURG END RT
REF-MARKER:
END MILEPOINT: 0351NO. OF LANES: 2
FUNC-CLASS: 08 HPMS NO:
STATION NO: 0028 LION#:
COUNT TAKEN BY: ORG CODE: TST INITIALS: MDB
PROCESSED BY: ORG CODE: DOT INITIALS: JLB BATCH ID: DOT-R1 W W 29C Class DIRECTION
NUMBER OF VEHICLES
NUMBER OF AXLES
% HEAVY VEHICLES (F4-F13)
% TRUCKS AND BUSES (F3-F13)
AXLE CORRECTION FACTOR
East
1573
3182
4.32%
28.48% 0.99 West
1524
3083
4.40%
27.76% 0.99 TOTAL
3097
6266
4.36%
28.12% 0.99
VEHICLE CLASS F1 F2 F3 F4 F5 F6 F7 F8 F9 F10 F11 F12 F13 TOTAL NO. OF AXLES 2 2 2 2.5 2 3 4 3.5 5 6 5 6 8.75
ENDING HOUR
DIRECTION East
ENDING HOUR DIRECTION West 1:00 0 6 0 0 0 0 0 0 0 0 0 0 0
6
2:00 0 1 0 0 0 0 0 0 0 0 0 0 0 1
3:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2
4:00 1 6 0 0 0 0 0 0 0 0 0 0 0 7
5:00 0 12 5 0 0 1 0 0 0 0 0 0 0 18
6:00 1 26 17 0 4 0 0 0 0 0 0 0 0 48
7:00 2 60 27 0 3 1 0 0 0 0 0 0 0 93
8:00 4 99 27 0 4 1 0 1 0 0 0 0 1 137
9:00 1 80 27 1 3 0 0 0 0 0 0 0 0 112
10:00 0 75 24 1 3 0 0 1 0 0 0 0 0 104
11:00 2 75 27 1 2 1 1 1 0 0 0 0 0 110
12:00 2 68 25 0 3 1 0 1 0 0 0 0 0 100
13:00 1 73 26 1 4 0 0 1 0 0 0 0 0 106
14:00 1 68 25 1 2 0 0 0 0 0 0 0 0 97
15:00 4 75 22 1 2 0 0 0 0 0 0 0 0 104
16:00 2 65 30 1 3 0 0 1 0 0 0 0 1 103
17:00 1 63 24 0 4 0 0 1 0 0 0 0 0 93
18:00 2 63 21 0 3 0 0 0 0 0 0 0 0 89
19:00 3 54 19 0 2 0 0 0 0 0 0 0 0 78
20:00 1 40 11 0 1 0 0 0 0 0 0 0 0 53
21:00 2 31 10 0 1 0 0 0 0 0 0 0 0 44
22:00 0 32 9 0 1 0 0 1 0 0 0 0 0 43
23:00 0 14 2 0 0 0 0 0 0 0 0 0 0 16
24:00 0 7 2 0 0 0 0 0 0 0 0 0 0 9
TOTAL VEHICLES TOTAL AXLES 30
60
1095
2190 380
760 7
18 45
90 5
15 1
48
28 0
00
00
00
02
18 1573
3182
1:00 0 8 1 0 0 0 0 0 0 0 0 0 0 9
2:00 0 5 0 0 0 0 0 0 0 0 0 0 0 5
3:00 0 5 2 0 0 0 0 0 0 0 0 0 0 7
4:00 1 3 0 0 0 0 0 0 0 0 0 0 0 4
5:00 0 2 0 0 0 0 0 0 0 0 0 0 0 2
6:00 0 4 3 0 0 0 0 0 0 0 0 0 0 7
7:00 0 24 12 0 1 0 0 0 0 0 0 0 0 37
8:00 1 23 11 0 3 0 0 0 0 0 0 0 0 38
9:00 0 32 19 1 4 0 1 1 0 0 0 0 0 58
10:00 0 45 19 0 2 1 1 1 1 0 0 0 0 70
11:00 1 52 23 0 3 1 1 1 1 0 0 0 0 83
12:00 1 53 24 0 3 1 0 1 0 0 0 0 0 83
13:00 1 70 31 0 3 1 0 0 0 0 0 0 0 106
14:00 2 70 22 0 2 0 1 1 0 0 0 0 0 98
15:00 2 75 23 0 3 0 0 0 1 0 0 0 0 104
16:00 4 90 34 0 4 1 0 0 0 0 0 0 0 133
17:00 2 105 31 0 5 0 0 0 0 0 0 0 0 143
18:00 3 104 28 0 4 1 0 1 0 0 0 0 0 141
19:00 2 75 21 0 3 0 0 1 0 0 0 0 0 102
20:00 2 67 15 0 1 0 0 1 0 0 0 0 0 86
21:00 3 58 15 0 2 0 0 0 0 0 0 0 0 78
22:00 1 52 11 0 2 0 0 0 0 0 0 0 0 66
23:00 0 30 9 0 0 0 0 0 0 0 0 0 0 39
24:00 0 23 2 0 0 0 0 0 0 0 0 0 0 25
TOTAL VEHICLES TOTAL AXLES 26
52
1075
2150 356
712 1
245
90 6
18 4
16 8
28 3
15 0
00
00
00
01524
3083
GRAND TOTAL VEHICLES GRAND TOTAL AXLES 56
112 2170
4340 736
1472 8
20 90
180 11
33 5
20 16
56 3
15 0
00
00
02
18 3097
6265 — East
– -West
PEAK HOUR DATA
DIRECTION HOUR COUNT 2-WAY HOUR COUNT
East 8 137 A.M. 11 193
West 17 143 P.M. 16 236 VEHICLE CLASSIFICATION CODES:
F1. Motorcycles
F2. Autos*
F3. 2 Axle, 4-Tire Pickups, Vans, Motorhomes*
F4. Buses
F5. 2 Axle, 6-Tire Single Unit Trucks
F6. 3 Axle Single Unit Trucks
F7. 4 or More Axle Single Unit Trucks
F8. 4 or Less Axle Vehicles, One Unit is a Truck
F9. 5 Axle Double Unit Vehicles, One Unit is a Truck
F10. 6 or More Double Unit Vehicles, One Unit is a Truck
F11. 5 or Less Axle Multi-Unit Trucks
F12. 6 Axle Multi-Unit Trucks
F13. 7 or More Axle Multi-Unit Trucks
* INCLUDING THOSE HAULING TRAILERS
FUNCTIONAL CLASS CODES:
RURAL URBAN
SYSTEM
01
02
02
06
07
08
09 11
12
14
16
17
17
19PRINCIPAL ARTERIAL-INTERSTATE
PRINCIPAL ARTERIAL-EXPRESSWAY
PRINCIPAL ARTERIAL-OTHER
MINOR ARTERIAL
MAJOR COLLECTOR
MINOR COLLECTOR
LOCAL SYSTEM
SOURCE: NYSDOT DATA SERVICES BUREAU

— East
– – West
New York State Department of Transportation
Page 1 of 2
Speed Count Average Weekday Report Date: 08/19/2014
Station: 170028 Start date: Fri 07/18/2014 12:00 Count duration:170 hours
Route #: NY 418 Road name: End date: Fri 07/25/2014 13:45Functional class:8
From: ALDEN AVE JCT RIGHT County: WarrenFactor group:40
To: JCT RT 9 WARRENSBURG END RT Town: WARRENSBURG Batch ID:DOT-R1 WW29C Class
Direction: East Count taken by:Org: TST Init: MDB
Speed limit: 30
LION#: Processed by:Org: DOT Init: JLB
Speeds, mph
0.0- 20.1- 25.1- 30.1- 35.1- 40.1- 45.1- 50.1- 55.1- 60.1- 65.1- 70.1- 75.1- % Exc % Exc % Exc % Exc % Exc
Hour 20.0 25.0 30.0 35.0 40.0 45.0 50.0 55.0 60.0 65.0 70.0 75.0 95.0 45.0 50.0 55.0 60.0 65.0 Avg 50th% 85th% Total
1:00 0 0 1 3 2 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 33.0 33.4 37.8 6
2:00 0 1 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 22.5 22.6 24.3 1
3:00 0 0 0 1 1 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 34.8 35.0 38.6 2
4:00 1 1 1 2 1 1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 26.2 31.3 39.8 7
5:00 0 0 2 8 6 2 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 34.2 34.4 39.5 18
6:00 1 2 6 23 13 3 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 31.9 33.3 38.4 48
7:00 0 3 13 47 29 2 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 32.7 33.3 38.0 94
8:00 1 3 27 74 28 3 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 31.7 32.6 36.9 136
9:00 0 3 26 59 22 2 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 31.7 32.3 36.7 112
10:00 1 3 26 58 15 1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 30.9 31.9 35.2 104 11:00 2 6 40 50 12 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 29.5 30.8 34.6 110
12:00 1 7 27 49 13 1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 30.2 31.5 35.0 98
13:00 1 7 35 53 10 1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 29.9 31.0 34.6 107
14:00 2 9 32 38 16 1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 29.4 30.8 35.8 98
15:00 0 6 34 51 15 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 30.5 31.3 35.0 106
16:00 0 6 30 52 14 1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 30.7 31.5 35.0 103
17:00 0 4 26 47 16 1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 31.1 31.9 36.0 94
18:00 1 2 20 47 20 1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 31.4 32.4 36.9 91
19:00 1 3 17 39 18 2 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 31.3 32.5 37.3 80
20:00 1 3 14 24 12 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 30.4 31.9 36.7 54
21:00 0 4 14 20 6 1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 30.3 31.2 35.3 45
22:00 0 4 13 20 6 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 30.2 31.2 34.9 43
23:00 0 0 4 7 4 1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 32.6 32.9 38.3 16
24:00 0 0 2 4 3 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 32.6 33.2 37.8 9
Avg. Daily Total 13 77 410 776 282 24 0 0 0 0 0 0 0 1582
0.0 0.0 0.0 0.0 0.0 30.9 31.9 36.3
Percent
Cum. Percent Average hour 0.8%
0.8%
1 4.9%
5.7%
3 25.9%
31.6%
17 49.1%
80.7%
32 17.8%
98.5%
12 1.5%
100.0% 1 0.0%
100.0% 0 0.0%
100.0% 0 0.0%
100.0% 0 0.0%
100.0% 0 0.0%
100.0% 0 0.0%
100.0% 0 0.0%
100.0% 0 66
Avg. Speed 50th% Speed 85th% Speed
East 30.931.936.3
West 31.232.437.4
Peak Hour Data
Direction Hour Count 2-way Hour Count
East 8 136 A.M. 11 194
West 17 144 P.M. 16 238

— East
– – West
New York State Department of Transportation
Page 2 of 2
Speed Count Average Weekday Report Date: 08/19/2014
Station: 170028 Start date: Fri 07/18/2014 12:00 Count duration:170 hours
Route #: NY 418 Road name: End date: Fri 07/25/2014 13:45Functional class:8
From: ALDEN AVE JCT RIGHT County: WarrenFactor group:40
To: JCT RT 9 WARRENSBURG END RT Town: WARRENSBURG Batch ID:DOT-R1 WW29C Class
Direction: West Count taken by:Org: TST Init: MDB
Speed limit: 30
LION#: Processed by:Org: DOT Init: JLB
Speeds, mph
0.0- 20.1- 25.1- 30.1- 35.1- 40.1- 45.1- 50.1- 55.1- 60.1- 65.1- 70.1- 75.1- % Exc % Exc % Exc % Exc % Exc
Hour 20.0 25.0 30.0 35.0 40.0 45.0 50.0 55.0 60.0 65.0 70.0 75.0 95.0 45.0 50.0 55.0 60.0 65.0 Avg 50th% 85th% Total
1:00 0 0 0 6 2 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 33.6 33.4 37.0 8
2:00 0 0 1 2 2 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 33.1 33.8 38.2 5
3:00 0 1 1 2 2 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 30.7 32.6 37.8 6
4:00 1 0 1 1 1 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 23.7 30.0 37.0 4
5:00 0 0 0 1 1 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 34.8 35.0 38.6 2
6:00 0 1 0 4 1 1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 32.2 33.2 39.8 7
7:00 0 2 6 15 11 3 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 32.7 33.6 38.9 37
8:00 0 2 8 17 11 1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 32.0 32.8 37.8 39
9:00 2 3 14 22 14 2 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 30.2 32.2 37.7 57
10:00 1 5 17 31 13 3 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 30.6 32.0 37.2 70 11:00 1 8 25 36 12 2 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 29.8 31.2 35.6 84
12:00 0 6 23 40 12 2 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 30.7 31.6 35.7 83
13:00 2 7 27 50 19 2 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 30.3 31.8 36.4 107
14:00 3 5 23 46 18 2 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 30.1 32.0 36.6 97
15:00 2 6 21 54 18 4 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 30.7 32.2 36.8 105
16:00 2 6 26 68 31 2 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 31.2 32.5 37.1 135
17:00 1 4 26 76 32 5 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 31.9 32.7 37.5 144
18:00 2 3 23 68 39 6 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 32.1 33.2 38.1 141
19:00 1 2 16 50 28 5 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 32.4 33.2 38.2 102
20:00 0 4 20 38 21 3 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 31.8 32.6 37.7 86
21:00 1 2 17 37 19 3 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 31.6 32.7 37.7 79
22:00 0 3 16 34 11 1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 31.3 32.0 36.1 65
23:00 0 1 11 20 7 2 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 31.7 32.2 37.1 41
24:00 0 0 2 12 9 1 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 34.0 34.2 38.6 24
Avg. Daily Total 19 71 324 730 334 50 0 0 0 0 0 0 0 1528
0.0 0.0 0.0 0.0 0.0 31.2 32.4 37.4
Percent
Cum. Percent Average hour 1.2%
1.2%
1 4.6%
5.9%
3 21.2%
27.1%
14 47.8%
74.9%
30 21.9%
96.7%
14 3.3%
100.0% 2 0.0%
100.0% 0 0.0%
100.0% 0 0.0%
100.0% 0 0.0%
100.0% 0 0.0%
100.0% 0 0.0%
100.0% 0 0.0%
100.0% 0 64
Avg. Speed 50th% Speed 85th% Speed
East 30.931.936.3
West 31.232.437.4
Peak Hour Data
Direction Hour Count 2-way Hour Count
East 8 136 A.M. 11 194
West 17 144 P.M. 16 238

The Chazen Companies

Attachment C
Photo Log

River Street Photo Log Town of Warrensburg
Warren County, New York

September 22, 2014
Proud to be Employee Owned
Engineers
Land Surveyors
Planners
Environmental Professionals
Landscape Architects

River Street
– Warrensburg, New York Photo Log
September 22, 2014 1

Judd Bridge
View northeast Bridge at Richards Ave.
View northeast

W est of Veteran ’ s Park
View east West of Veteran ’ s Park
View east

Intersection of River St. and Ridge Ave
View southeast East of Grist Mill
View west

River Street
– Warrensburg, New York Photo Log
September 22, 2014 2
East of Grist Mill
View west West of Grist Mill
View east

West of Grist Mill
View west West of Grist Mill
View east

East of South St.
View east East of South St.
View west

River Street
– Warrensburg, New York Photo Log
September 22, 2014 3
East of South St.
View east Intersection of River St. and South St.
View east

Warrensburg Historical Park
View southwest Warrensburg Historical Park
View southwest

Warrensburg Historical Park
Warrensburg Historical Park
View west

River Street
– Warrensburg, New York Photo Log
September 22, 2014 4
Warrensburg Historical Park
View west Warrensburg Historical Park
View west

Intersection of River St. and Commercial Ave.
View east Intersection of River St. and Commercial Ave.
View east

Intersection of River St. and Commercial Ave.
View north Curtis Lumber parking lot
View northeast

River Street
– Warrensburg, New York Photo Log
September 22, 2014 5
South of Curtis Lumber
View northeast Crosswalk at Milton St.
View east

Bridge at Milton St.
View north Bridge at Milton St.
View east

West of b ridge at Milton St
View west West of b ridge at Milton St

View east

River Street
– Warrensburg, New York Photo Log
September 22, 2014 6

View east East of substation
View west

At pull off near substation
View west At washout near Big Brook
View southwest

At washout near Big Brook
View south East of Board and Paper Site
View west

River Street
– Warrensburg, New York Photo Log
September 22, 2014 7
Near Browns Drive
View west South of S Santolin Dr.
View east

The Chazen Companies

Attachment D
Historic Mapping