Subarea Plan LF Appendix A 10-15-09.pdfAppendix A: StArting point
A.1. St A r t i n g Po i n t :
Exi S ting Co n d i t i o n S
The condition of the Corridor at the inception of this Subarea Plan is detailed in
this section. Ultimately, the implementation of the planning framework contained
herein will result in sufficient modification of these conditions as to make this
Plan obsolete. At that point, a newly updated Corridors Subarea Plan will need to
be prepared to engage the problems and opportunities presented by the modified
existing conditions. As change occurs, the community intends to measure those
changes against the conditions recorded herein to monitor the degree to which the
Plan remains sufficiently current.
Maps and data used in the analysis include information provided by the City of
Spokane Valley, the Spokane Transit Authority, Spokane County or the Washington
State Department of Transportation (WSDOT). This section references the Spokane
Valley Comprehensive Plan as adopted on April 25, 2006.
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1) Regional Context
15 miles south of Mt. Spokane, Spokane Valley is located along the Spokane River
just 3 miles east of Downtown Spokane. Upon incorporation in March 2003 it was
immediately Spokane County’s second largest city in population and geographic area
and part of the second largest metropolitan area in Washington, second to Seattle.
The City is served by Interstate 90, the main road of the greater Spokane-Coeur
d’Alene area which crosses the United States between Seattle and Boston. The
City stretches across the floor of the Spokane River Valley and, like most typical
American suburbs, is mostly housing. The City’s 38 square miles is home to over
85,000 residents (Fig.A.1. & A.2.).
Sprague-Appleway Existing Transportation Conditions Memorandum Page 3
City of
Spokane
Valley
City of
Spokane
DOWNTOWN SPOKANE
TO IDA
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City of
Spokane
Valley
City of
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DOWNTOWN SPOKANE
TO IDAHO
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CORRIDOR STUDY AREACORRIDOR STUDY AREA
Regional Context
Spokane Valley lies immediately to the
east of the City of Spokane. Upon in-
corporation in March 2003 it was imme-
diately Spokane County’s second largest
city in population and geographic area.
The City is served by Interstate 90, the
main road of the greater Spokane-Coeur
d’Alene area which crosses the United
States between Seattle and Boston.
SPOKANE
COUNTY
CITY OF SPOKANE VALLEY
SPRAGUE-APPLEWAY
Fig.A.1. Map of Spokane County Fig.A.2. Maps of Spokane Valley,
Sprague Avenue, and Appleway
Boulevard
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2) City Context: Pattern of City-Wide Development
The land use patterns in Spokane Valley are characteristic of post-World War II
suburbs across the country: strips of undifferentiated commercial buildings are
concentrated along major thoroughfares and housing occupies the land in between
these corridors (Fig.A.3.). Market trends have put these commercial corridors in a
period of accelerating transition where retail is increasingly concentrating in centers
at major intersections and highway interchanges. These centers are draining the
economic vitality from retail properties located everywhere else (Fig.A.4.). This
trend is evident where retail investment has been drawn away from Sprague Avenue
and is now concentrated along Sullivan Avenue and up to I-90 and the Spokane Valley
Mall leaving significant stretches of Sprague Avenue no longer advantageously
positioned for retail investment.
Fig.A.3. pattern of City-Wide development
Fig.A.4. pattern of City-Wide development: retail trendsAp
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3) The Sprague/Appleway Corridor
Sprague Avenue and Appleway Boulevard are Spokane Valley’s main thoroughfares,
extending east from the City of Spokane and providing commuting access to and
from Spokane and to the emerging employment areas of Spokane Valley and Liberty
Lake.
Sprague Avenue extends across the entire City Limits. It runs generally parallel to
I-90, connected via major north-south routes at seven intersections every one to two
miles (Fig.A.5.). The character of Sprague Avenue is generally undifferentiated for
over six miles from the western city limits until it intersects with Appleway roughly
one mile from the City’s eastern boarder (Fig.A.6.).
Six hundred feet south of Sprague Avenue, Appleway Boulevard runs from I-90 to
University Road where it dead ends and becomes a vacant stretch of undeveloped
right-of-way until it intersects with Sprague Avenue (Fig.A.7.).
Introduction
Sprague Ave
Appleway
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The Sprague-Appleway corridor is Spo-kane Valley’s main thoroughfare, extend-ing east from the city of Spokane. It is
also Spokane Valley’s principal commer-
cial area. As such, it is in a dual role of
‘main street’ and ‘main road,’ providing
commuting access to and from Spokane
and to the emerging employment areas
of Spokane Valley and Liberty Lake as
well as being the primary community
destination for retail.
The purpose of this memorandum is to
present the existing transportation con-
ditions in the Sprague-Appleway corri-
dor, an analysis of these conditions and
points to be considered in future plan-
ning efforts for the corridor. The analysis
and observations have taken the City’s
Comprehensive Plan goals, objectives
and policies into consideration, though
the authors have tried to use existing
conditions as the basis for viewing the
area.
All maps and data used in the analysis
have been provided by the City of Spo-
kane Valley, the Spokane Transit Author-
ity, Spokane County or the Washington
State Department of Transportation
(WSDOT). This memorandum refer-
ences the Spokane Valley Comprehen-
sive Plan as adopted on April 25, 2006.
Sprague-Appleway Existing Transportation Conditions Memorandum Page 2
Fig.A.5. Sprague/Appleway Corridor
Fig.A.6. the character of Sprague Avenue
throughout the plan Area
Fig.A.7. the Undeveloped
Appleway right-of-Way
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4) Single Family Residential Transition Line
The Sprague-Appleway Corridor is a linear pattern of development primarily
defined by the irregular edges of the single family residential neighborhoods that
lie immediately to the North and the South of the corridor. In Fig.A.8. the grey area
represents the extent of single family housing along the corridor.
5) Buildings
The building coverage along Sprague Avenue is inconsistent and significantly lacks
definition (Fig.A.9.). This development pattern has been driven by the desire for
vehicular access and business visibility. The result is a corridor dominated by
conventional single story commercial corridor development where buildings are
significantly set back from the roadway and surrounded by parking lots.
Fig.A.8. Single-Family residential transition Line
Fig.A.9. Buildings
0‘ 250’500’ 1000’1/4 mile
2000’
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6) Existing Development
On Sprague and Appleway commercial- and retail-oriented uses dominate. The
most common use along the corridor is medium box commercial sales and services:
furniture sales, appliance repair, sporting goods, etc. Intersecting arterial streets
(especially Pines and the Argonne-Mullan pair) are typically populated by office
development immediately off of Sprague Avenue (Fig.A.10.).
The Appleway R.O.W. is currently the boundary between land zoned for commercial
development along Sprague Avenue and residentially zoned land to the south.
Therefore, it lies along the edge of the residential neighborhoods south of the plan
area and serves as the boundary between these neighborhoods and the back of
Sprague’s commercial corridor development.
Anchors - Retail
At most major intersections (where cross streets provide access to I-90), neighborhood
serving retail, such as pharmacies, banks, coffee shops, and other convenience uses,
are clustered. These clusters typically contain supermarkets or other retail anchors
(Fig.A.11.).
Anchors – Auto Dealerships
West of the Argonne-Mullan couplet, Sprague is home to the greatest concentration
of auto dealers and automobile brand selection from Seattle to Minneapolis. Mixed
with these dealers are auto parts and services as well as a variety of medium box
commercial sales and services (Fig.A.12.).
Fig.A.10. existing development
Fig.A.11. Anchors - retail
Fig.A.12. Anchors - Auto dealerships
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7) Land Use and Development Policies
The large majority of land along the corridor is designated for some type of
commercial use, focusing on general retail and professional office (Fig.A.13.). The
City’s comprehensive plan reinforces this pattern, making few changes to the land
use designations inherited from the County which prohibited ground floor residential
development along the corridor (Fig.A.14. and A.15.).
The City’s plan does, however, introduce concepts of mixed use and an identified
town center area. That plan also identifies a specialized district for auto sales
and other automobile related uses. These concepts generally favor a strategy to
restructure corridor development into a pattern of centers and segments that would
focus retail development at major intersections to create identifiable places of more
intense activity along the corridor.
However the comprehensive plan fails to include strong policy direction to support
this strategy. It maintains the general commercial designations throughout most of
the corridor which appears to provide an overabundance of commercially designated
property, permitting continued and undifferentiated commercial development along
the length of the study area.
For more information regarding the state of Spokane Valley’s policy at the time
of this plan’s adoption, refer to the Public Policy Environment Study prepared by
Studio Cascade located in the Separately Bound Compendium.Fig.A.13. existing (pre-plan) Zoning
Fig.A.14. residential entitlements
Fig.A.15. retail entitlements
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8) Vulnerability to Change
Competition with the Spokane Valley Mall and the regional retail that it attracts
has had a detrimental effect on Sprague Avenue’s businesses. Significant
disinvestment is apparent throughout the corridor. This condition is reinforced by
the aforementioned existing land use and zoning designations which provide an
overabundance of commercially designated land while limiting properties’ ability
to re-align with current market trends, leaving many properties vulnerable to
change (Fig.A.16.). This vulnerability includes vacant land and buildings, poorly
maintained buildings, and underutilized land with low value businesses or structures
that could solicit higher rates of return (Fig.A.17.). As a result, the corridor has
significant re-development potential.
This is especially visible in the area surrounding the Sprague Ave.-University Rd.
intersection. These blocks contain the largest concentration of vacant land, vacant
buildings and underutilized properties in the Plan area.
Fig.A.16. Vulnerable to Change
Fig.A.17. examples of “Vulnerable” properties A p
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A.2. tr A n S P o r t A t i o n nE t w o r k
1) Existing Street Network
The existing street network is laid out on a grid based on section-line roads
(which include Sprague, Mullan, University and Pines). While this larger grid is
subdivided into local streets, the consistency of the network varies.
Fig.A.18 and A.1.19. demonstrate the effectiveness of the network: the Existing
Network map shows all streets in the corridor area and the Effective Network map
shows the same network with all ‘non-contributing’ streets removed. The intent
of these juxtaposed graphics is to show how strong the network really is and how
many of its streets contribute to a transportation system with a built-in series of
alternative routes should they be needed.
2) Effective Street Network
Fig.A.19. removes all non-contributing streets from the Existing Network
map. Spokane Valley’s network is generally strong, with a regular spacing of
continuous roads and, given the typical characteristics of post-World War II
suburban development patterns, relatively few collections of dead-end streets.
Nonetheless, the presence of non-connecting streets means that some blocks will
be larger than others, increasing the distance (for all modes of travel) between
connection opportunities.
Existing Street Network
Freeway/Freeway Access
Principal Arterial
Minor Arterial/Collector
Local Street
Spokane Valley Existing Transportation Conditions
Existing Street Network
Freeway/Freeway Access
Principal Arterial
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Existing Street NetworkThe existing street network is laid out on a grid based on section-line roads (which include Sprague, Mullan, Univer-
sity and Pines). While this larger grid is
subdivided into local streets, the consis-
tency of the network varies.
The maps on this page and page 4 dem-
onstrate the effectiveness of the net-
work: the Existing Network map shows
all streets in the corridor area and the
Effective Network map shows the
same network with all ‘non-contributing’
streets removed. The intent of these jux-
taposed graphics is to show how strong
the network really is and how much of
its streets contribute to a transportation
system with a built-in series of alterna-
tive routes should they be needed.
Sprague-Appleway Existing Transportation Conditions Memorandum Page 4
Sprague-Appleway Existing Transportation Conditions Memorandum Page 5
Spokane Valley Existing Transportation ConditionsEffective Street Network
Freeway/Freeway Access
Principal Arterial
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Sprague Ave
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Effective Street Network
This graphic removes all non-contribut-
ing streets from the Existing Network
map. Spokane Valley’s network is
generally strong, with a regular spac-
ing of continuous roads and, given the
typical characteristics of post-World
War II suburban development patterns,
relatively few collections of dead-end
streets. Nonetheless, the presence
of non-connecting streets means that
some blocks will be larger than others,
increasing the distance (for all modes of
travel) between connection opportuni-
ties.
Fig.A.18. existing Street network
Fig.A.19. effective Street networkAp
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3) Existing Street Sections
These illustrations show current street sections on major streets in the Sprague-
Appleway corridor (Fig.A.20.). The width and number of lanes on these streets
suggest that these are major travel thoroughfares oriented to automobile travel.
4) Traffic Volumes and Flow
As the following diagrams illustrate, the travel patterns throughout the corridor are
indeed focused on these roads, but the current traffic volumes imply that they have
been designed with more capacity than is needed.
The traffic volumes along the Sprague Appleway corridor are concentrated mostly
on the arterial streets, with a notable pattern following University Road at the end
of Appleway Boulevard, where eastbound Appleway traffic returns to the two-way
Sprague Avenue (Fig.A.21.).
Two key points appear to be focal to the distribution of traffic throughout the corridor
area: the intersections of the Argonne-Mullan and Sprague-Appleway couplets, where
southbound Argonne Road continues as Dishman-Mica Road; and the intersection
of Sprague and University, where most traffic collected from the residential areas
south of Sprague turns to the left or right (to move toward downtown Spokane or
further out along the Sprague commercial corridor, respectively).
As a consequence, these intersections bear the greatest burdens of the system.
Network surrounding them is more limited than in other parts of the corridor area,
which suggests that increased volumes from population growth will be distributed
through these intersections and cause them to fail.
Another noteworthy feature is the difference in average daily volume on Interstate
90 between the Sprague-Appleway interchange and the Pines interchange. Based
on available counts from the Washington State Department of Transportation
(WSDOT), the difference in volume is approximately 30,000 trips per day, most of
which are presumably distributed onto or from the Sprague-Appleway couplet or
Broadway Avenue.
Existing Street Sections
These illustrations show current street
sections on major streets in the Sprague-
Appleway corridor. The width and num-
ber of lanes on these streets suggest that
these are major travel thoroughfares ori-
ented to automobile travel.
As the following diagrams illustrate, the
travel patterns throughout the corridor
are indeed focused on these roads, but
the current traffi c volumes imply that
they have been designed with more ca-
pacity than is needed.
12’12’12’ 5’5’2’2’
ARGONNE and MULLAN
50’
PINES (at Sprague)
8’7’15’6’12’12’12’
72’
APPLEWAY
8’6’10’14’14’10’10’
72’
SPRAGUE (at Walnut)
8’8’8’12’12’12’
102’
12’ 14’
Sprague-Appleway Existing Transportation Conditions Memorandum Page 6
Spokane Valley Existing Transportation ConditionsTraffic Volumes and Flow
Streets Displayed by ADT
Directional Movements
Displayed by Relative Volume
4673 ADT (from 2004 counts)
2078116512 19698 14617 13585 25370
25462
21086
179642117620749
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Ad
a
m
s
R
d
Pr
o
g
r
e
s
s
R
d
Mission A
v
e
Broadway Ave
Valleyway Ave Valleyway Ave
4th Ave 4th Ave
8th Ave 8th Ave
12th Ave
Bla
k
e
R
d
16th Ave
Traffi c Volumes and Flow
The traffi c volumes along the Sprague/
Appleway corridor are concentrated
mostly on the arterial streets, with a
notable pattern following University
Road at the end of Appleway Boulevard,
where eastbound Appleway traffi c re-
turns to the two-way Sprague Avenue.
Two key points appear to be focal to
the distribution of traffi c throughout the
corridor area: the intersections of the
Argonne-Mullan and Sprague-Appleway
couplets, where southbound Argonne
Road continues as Dishman-Mica Road;
and the intersection of Sprague and Uni-
versity, where most traffi c collected from
the residential areas south of Sprague
turns to the left or right (to move to-
ward downtown Spokane or futher out
along the Sprague commercial corridor,
respectively).
As a consequence, these intersections
bear the greatest burdens of the system.
Network surrounding them is more
limited than in other parts of the cor-
ridor area, which suggests that increased
volumes from population growth will be
distributed through these intersections
and cause them to fail.
Another noteworthy feature is the dif-
ference in average daily volume on Inter-
state 90 between the Sprague-Appleway
interchange and the Pines interchange.
Based on available counts from the
Washington State Department of Trans-
portation (WSDOT), the difference in
volume is approximately 30,000 trips
per day, most of which are presumably
distributed onto or from the Sprague-
Appleway couplet or Broadway Avenue.
Sprague-Appleway Existing Transportation Conditions Memorandum Page 7
Fig.A.20. existing Street Sections
Existing Street SectionsThese illustrations show current street sections on major streets in the Sprague-Appleway corridor. The width and num-ber of lanes on these streets suggest that
these are major travel thoroughfares ori-
ented to automobile travel.
As the following diagrams illustrate, the
travel patterns throughout the corridor
are indeed focused on these roads, but
the current traffi c volumes imply that
they have been designed with more ca-
pacity than is needed.
12’12’12’ 5’5’2’2’
ARGONNE and MULLAN
50’
PINES (at Sprague)
8’7’15’6’12’12’12’
72’
APPLEWAY
8’6’10’14’14’10’10’
72’
SPRAGUE (at Walnut)
8’8’8’12’12’12’
102’
12’ 14’
Sprague-Appleway Existing Transportation Conditions Memorandum Page 6
Fig.A.21. traffic Volumes and Flow A p
p
e
n
d
i
x
A
:
S
t
A
r
t
i
n
g
p o
i
n
t
pA g e 107
5) Level of Service
Fig.A.22. presents generalized level of service (LOS) for roadway segments and
intersections. Using available traffic count data and intersection LOS as tabulated
in the Spokane Valley Comprehensive Plan Capital Facilities Element, this map
summarizes the operations of intersections throughout the corridor area. The
Comprehensive Plan addresses these intersections and estimates future levels of
service based on forecasts for traffic counts, noting the intersections that will need to
be upgraded or enhanced to meet the adopted minimum LOS in the Comprehensive
Plan.
Currently, the adopted minimum level of service for signalized arterial intersections
is LOS D; for non-signalized intersections it is LOS E. Only one intersection in the
study area (8th Avenue and Pines Road) is below the adopted minimum LOS; the
remainder appear to be performing sufficiently well above the minimum.
Roadway segment levels of service are generalized from the Florida Department of
Transportation’s LOS Manual, Generalized Annual Average Daily Volumes. While
these interpretations may be different than what the community determines, it is a
conservative means of assessing LOS.
In general, it appears that roads in the study area are also performing well, able to
handle their traffic without excessive congestion or delays.
With this, it appears that further expansion of roads is not warranted: most levels of
service are above the community’s adopted minimum.
6) Primary Flow
Fig.A.23. illustrates the principal traffic flow patterns, with regional traffic using
major arterials and arterial couplets such as Sprague-Appleway, Argonne-Mullan,
Pines and Sullivan. These thoroughfares are generally the distributors for the region,
and while some intersections demonstrate major turning movements (especially
Dishman-Mica and the Sprague-Appleway couplet), many of these arterials carry
traffic along a path and distribute it to the local streets that connect directly to them.
For example, Pines carries traffic to and from the east via Interstate 90, yet at its
intersection with Sprague the majority of this traffic does not turn. Pines serves
as a direct access from the South Valley residential areas and Interstate 90 and
its function in that capacity is greater than its link between the eastern end of the
Sprague-Appleway commercial corridor and the interstate. Likewise, much of the
traffic on Sprague east of University continues through its intersection with Pines,
serving residential and commercial areas farther east.
A major confluence is at Sprague and Sullivan, where traffic from the Sprague
corridor turns north on Sullivan. Through volumes on Sprague do not decrease.
Spokane Valley Existing Transportation ConditionsTraffic Volumes and Flow
Streets Displayed by ADT
Directional Movements
Displayed by Relative Volume
C C
C
C
C
C C
C
C
B
B
B
B
B
B
B
BB
B
B
B
B
B
BB
BB D D
A D
C
DCCD
AABD
DB
B B C
B F
B C C D
B CC A D D
Spokane Valley Existing Transportation Conditions
Levels of Service
Streets Displayed by ADT
Intersection Level of Service
Roadway Segment Level of ServiceC
B
C
AD B
B BB
CCB D
CA
A
C
BCD D
B
C
C
CCCC
C
C
D
D
C
CC
C D
C
Appleway
Sprague AveSprague Ave
Pa
r
k
R
d
Ar
g
o
n
n
e
R
d
Mu
l
l
a
n
R
d
Broadway Ave
8th Ave 8th Ave
16th Ave
Un
i
v
e
r
s
i
ty
R
d
Bo
w
d
i
s
h
R
d
Pin
e
s
R
d
4th Ave
Valleyway Ave
Mission Ave
Bo
w
d
i
s
h
R
d
Pin
e
s
R
d
D
i
s
h
m
a
n
-
M
i
c
a
R
d
Vis
t
a
R
d
Boone Ave
Th
i
e
r
m
a
n
S
t
12th Ave
Inters
t
a
t
e
9
0
Fa
r
r
R
d
Applew
a
y Blvd
Interstate 90
Sprague Ave
Ev
e
r
g
r
e
e
n
R
d
Su
l
l
i
v
a
n
R
d
Ev
e
r
g
r
e
e
n
R
d
Su
l
l
i
v
a
n
R
d
Mc
D
o
n
a
l
d
R
d
Ad
a
m
s
R
d
Pr
o
g
r
e
s
s
R
d
Mission
Ave
Broadway Ave
Valleyway Ave Valleyway Ave
4th Ave 4th Ave
8th Ave 8th Ave
12th Ave
Bla
k
e
R
d
16th Ave
Level of ServiceThis illustration presents generalized level of service (LOS) for roadway seg-ments and intersections. Using avail-able traffi c count data and intersection
LOS as tabulated in the Spokane Valley
Comprehensive Plan Capital Facilities
Element, this map summarizes the op-
erations of intersections throughout the
corridor area. The Comprehensive Plan
addresses these intersections and esti-
mates future levels of service based on
forecasts for traffi c counts, noting the in-
tersections that will need to be upgrad-
ed or enhanced to meet the adopted
minimum LOS in the Comprehensive
Plan.
Currently, the adopted minimum level of
service for signialized aterial intersections
is LOS D; for non-signalized intersections
it is LOS E. Only one intersection in the
study area (8th Avenue and Pines Road)
is below the adopted minimum LOS; the
remainder appear to be performing suf-
fi ciently well above the minimum.
Roadway segment levels of service are
generalized from the Florida Depart-
ment of Transporation’s LOS Manual,
Generalized Annual Average Daily Vol-
umes. While these interpretations may
be different than what the community
determines, it is a conservative means of
assessing LOS.
In general, it appears that roads in the
study area are also performing well, able
to handle their traffi c without excessive
congestion or delays.
With this, it appears that further expan-
sion of roads is not warranted: most lev-
els of service are above the community’s
adopted minimum.
Sprague-Appleway Existing Transportation Conditions Memorandum Page 8
Spokane Valley Existing Transportation ConditionsTraffic Volumes and Flow
Streets Displayed by ADT
General Directional Movements
Sprague Ave
Appleway
Sprague AveSprague Ave
Pa
r
k
R
d
Ar
g
o
n
n
e
R
d
Mu
l
l
a
n
R
d
Broadway Ave
8th Ave 8th Ave
16th Ave
Un
i
v
e
r
s
i
ty
R
d
Bo
w
d
i
s
h
R
d
Pin
e
s
R
d
4th Ave
Valleyway Ave
Mission Ave
Bo
w
d
i
s
h
R
d
Pin
e
s
R
d
D
i
s
h
m
a
n
-
M
i
c
a
R
d
Vis
t
a
R
d
Boone Ave
Th
i
e
r
m
a
n
S
t
12th Ave
Inters
t
a
t
e
9
0
Fa
r
r
R
d
Applew
a
y Blvd
Interstate 90
Sprague Ave
Ev
e
r
g
r
e
e
n
R
d
Su
l
l
i
v
a
n
R
d
Ev
e
r
g
r
e
e
n
R
d
Su
l
l
i
v
a
n
R
d
Mc
D
o
n
a
l
d
R
d
Ad
a
m
s
R
d
Pr
o
g
r
e
s
s
R
d
Mission
Ave
Broadway Ave
Valleyway Ave Valleyway Ave
4th Ave 4th Ave
8th Ave 8th Ave
12th Ave
Bla
k
e
R
d
16th Ave
Primary Flow
This diagram illustrates the principal traf-
fi c fl ow patterns, with regional traffi c us-
ing major arterials and arterial couplets
such as Sprague-Appleway, Argonne-
Mullan, Pines and Sullivan. These thor-
oughfares are generally the distributors
for the region, and while some intersec-
tions demonstrate major turning move-
ments (especially Dishman-Mica and the
Sprague-Appleway couplet), many of
these arterials carry traffi c along a path
and distribute it to the local streets that
connect directly to them. For example,
Pines carries traffi c to and from the east
via Interstate 90, yet at its intersection
with Sprague the majority of this traffi c
does not turn. Pines serves as a direct
access from the South Valley residential
areas and Interstate 90 and its function
in that capacity is greater than its link be-
tween the eastern end of the Sprague-
Appleway commercial corridor and the
interstate. Likewise, much of the traffi c
on Sprague east of University continues
through its intersection with Pines, serv-
ing residential and commercial areas far-
ther east.
A major confl uence is at Sprague and
Sullivan, where traffi c from the Sprague
corridor turns north on Sullivan. Though
volumes on Sprague do not decrease
Sprague-Appleway Existing Transportation Conditions Memorandum Page 9
Fig.A.22. Levels of Service
Fig.A.23. traffic Volumes and Flow A p
p
e
n
d
i
x
A
:
S
t
A
r
t
i
n
g
p o
i
n
t
pAg e 108
7) Bicycle and Pedestrian Facilities
Currently, bicycle and pedestrian facilities in the Sprague-Appleway corridor are
a sparse network, with on-street bike lanes only located on Sprague, Appleway,
Mission and Dishman-Mica and sidewalks only on such major streets as Argonne,
Mullan, Sprague, Appleway and University or on the streets crossing these within a
short distance (Fig.A.24.). The Spokane Valley Comprehensive Plan has identified
a much more thorough network of on-street lanes and off-street shared paths to be
added to the system, corresponding generally to the arterials and some collectors
of Spokane Valley’s street network. One currently identified project in the adopted
Transportation Improvement Plan is adding sidewalks to Mission Avenue between
Argonne and University.
Spokane Valley Existing Transportation Conditions
Bicycle and Pedestrian Facilities
On-Street Bicycle Lanes
Existing Sidewalks
Streets
Signalized
Crossings
Sprague Ave
Appleway
Sprague AveSprague Ave
Pa
r
k
R
d
Ar
g
o
n
n
e
R
d
Mu
l
l
a
n
R
d
Broadway Ave
8th Ave 8th Ave
16th Ave
Un
i
v
e
r
s
i
ty
R
d
Bo
w
d
i
s
h
R
d
Pin
e
s
R
d
4th Ave
Valleyway Ave
Mission Ave
Bo
w
d
i
s
h
R
d
Pi
n
e
s
R
d
D
i
s
h
m
a
n
-
M
i
c
a
R
d
Vis
t
a
R
d
Boone Ave
Th
i
e
r
m
a
n
S
t
12th Ave
Inters
t
a
t
e
9
0
Fa
r
r
R
d
Applew
a
y Blvd
Interstate 90
Sprague Ave
Ev
e
r
g
r
e
e
n
R
d
Su
l
l
i
v
a
n
R
d
Ev
e
r
g
r
e
e
n
R
d
Su
l
l
i
v
a
n
R
d
Mc
D
o
n
a
l
d
R
d
Ad
a
m
s
R
d
Pr
o
g
r
e
s
s
R
d
Mission
A
v
e
Broadway Ave
Valleyway Ave Valleyway Ave
4th Ave 4th Ave
8th Ave 8th Ave
12th Ave
Bl
a
k
e
R
d
16th Ave
Bicycle and Pedestrian FacilitiesCurrently, bicycle and pedestrian facili-ties in the Sprague-Appleway corridor
are a sparse network, with on-street
bike lanes only located on Sprague, Ap-
pleway, Mission and Dishman-Mica and
sidewalks only on such major streets
as Argonne, Mullan, Sprague, Appleway
and University or on the streets cross-
ing these within a short distance. The
Spokane Valley Comprehensive Plan has
identifi ed a much more thorough net-
work of on-street lanes and off-street
shared paths to be added to the system,
corresponding generally to the arterials
and some collectors of Spokane Valley’s
street network. One currently identifi ed
project in the adopted Transportation
Improvement Plan is adding sidewalks
to Mission Avenue between Argonne
and University (see Planned Projects on
page 14).
Sprague-Appleway Existing Transportation Conditions Memorandum Page 11
Fig.A.24. Bicycle and pedestrian Facilities
A p
p
e
n
d
i
x
A
:
S
t
A
r
t
i
n
g
p o
i
n
t
pA g e 109
8) Regional Transit Service
The Spokane Transit Authority provides bus service throughout the area, including
several routes in Spokane Valley (Fig.A.25.). In the context of their regional
network, Spokane Valley appears to benefit from its relative proximity to STA’s
central transfer station (the STA Plaza) in downtown Spokane.
SEE INSET ON REVERSE Exit 282
Exit 280
Exit 277
Exit 276
Exit 279
Exit 283 Exit 285
Exit 286
Exit 287
Exit 289
Exit 291
Exit 293
20
33
20
20
33
33
33
3344
21
22
30
27
22
30
30
27
27
27
23 24 25
25
2826
26
28
29
29
3131
31
32
32
32
35
35
40
41
41
42
43
43
45
45 46
46
47
47
61
62
64
6566
64
626566
72
7374
7274
73
7274
74
90
91
94
95
96
97
90
90
94 94
91
95
96
96
97
30 becomes 2727 becomes 30
33 becomes 4444 becomes 33
20 becomes 3333 becomes 20
22 becomes 3030 becomes 22
32 becomes 9797 becomes 32
97
31 becomes 3232 becomes 31
1
90M
90G
96
90
44G44B
44B
23T
23T
23H
23H
25
28
2628
23 24
64
P.M.A.M.
A.M.P.M.
al Lake & Cheneyt
Heights &AFB
To Liberty LakeSee Inset
Esmeralda
Golf Course
DownriverGolf Course
RIVERSIDE
STATE
PARK
Palisades Park
IndianCanyonGolfCourse
FinchArboretum
High
Bridge
Park
AudubonPark
ShadlePark
Franklin Park
North
Side
Sports
Complex
Wyakin Park
MissionPark Chief Garry Park
Camp SekaniPark
LincolnParkManito
Park
Manito Golf & Country Club
High Drive
Park
The Creek atQualchanGolf Course
Meadowglen Park
Sundance
Golf Course
SYSASportsComplex
HamblenPark
Fish Lake Trail
F is h
La k e
T r a i l
LibertyPark
GrantPark
UnderhillPark
Dishman
Hills
Painted
Hills
Golf
Course
Friendship
Park
RiversideMem. Cem.Green-woodCem.
Holy CrossCemetery
ClarkPark
MinnehahaPark
HartField
Comstock
Park
EdgecliffPark
CannonHill Park
Corbin Park
Whitworth
College
Spokane FallsCommunity College
Gonzaga University
SpokaneCommunityCollege
St. Vincent de Paul
RogersH.S.
SalkMiddleSchool
ShawMiddleSchool
NorthCentralH.S.
Mead H.S.
Institute forExtendedLearningHavermaleSchool
GonzagaPrep
GarryMiddleSchool
SacajaweaMiddleSchool
Ferris H.S.ChaseMiddleSchool
GreenacresMiddle School
West Valley H.S.
North Pines Middle School
EvergreenMiddleSchool
CentralValley H.S.
UniversityHigh School
BowdishMiddleSchool
HorizonMiddle School
ICN
Northtown
Mall
FranklinParkMall
Northpointe ShoppingCenter
Shadle Park S.C.
Spokane Valley Mall
UniversityShoppingCenter
ManitoShoppingCenter
Spokane County
Fair & Expo Center
Holy FamilyHospital
Valley Hospital &Medical Center
HastingsPark & Ride
Five MilePark & Ride
JeffersonPark &Ride Lot
South HillPark & Ride
Mirabeau PointPark & Ride
V.A. MedicalCenter
Cascade Mobile Home Park
Lincoln Heights Shopping Center
GeigerFacility
Valley YMCA
Spokane
Industrial
Park
MukogawaFort WrightInstitute
SouthsideSenior Activity& CommunityCenter
Ogden Hall
West CentralCommunity Center
DSHS
NortheastCommunityCenter
DSHS
LilacPlaza
DSHS
Northwest Museum ofArts & Culture (MAC)
Woman’s Club
Waste toEnergyPlant
U.S. PostalAnnex
East Central CommunityCenterVanessa BehanCrisis Nursery
Joseph A.Albi Stadium
ShadlePark H.S.
T.J. Meenach Bridge
ArenaPark &Ride
GloverMiddleSchool
STAAdmin.
St. Mark’sPark & Ride
e International
Airport
Felt’s FieldMunicipal Airport
ShelleyLake
Lat
a
hCree
k
Spokane River
Spoka
n
e
R
iver
E 8th Ave
W Francis Ave
W Rowan Ave
W Wellesley Ave
W Garland Ave
E Francis Ave
E Rowan Ave
E Wellesley Ave
E Empire Ave
E Bridgeport Ave
E Lincoln Rd
E Magnesium RdW Strong Rd
W Queen Ave
E North Foothils Dr
E Euclid Ave
E Hawthorne RdWHawthorneRd
E Hastings R
N Ne
w
p
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r
t
H
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Nin
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M
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WShawnee Ave
W Waikiki Rd
N
W
aik
i
ki
R
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N M il l
R d
WRegina Dr
WHastingsRd
N Five Mile Rd
E Holland RdW Holland Rd
W No
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Blvd
W Fort George Wright D r
WDownriverDr
NPettet
D
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W Trails Rd
W
Gover
n
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W
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WGovern
mentWy
W Sunset Hwy
W AirportDr
S
Geig
er B
lvd
Ave
S
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S
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W GreenwoodRd
W
16th AveW
S uns e t Bl v d
W
West
D
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N
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B
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E B ig elowGulchRd
E Valley Springs Rd
E Frederick Ave
E Upriver Dr
E Illinois Ave
E Montgomery Ave
EIndianaAve
E Mission Ave
E Sharp Ave N
H
a
m
i
l
t
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S
t
W Broadway Ave
W Indiana Ave
W Maxwell Ave N
R
u
b
y
S
t
W Boone Ave
E Trent Ave
E Trent
R
d
N
A
s
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S
t
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a
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t
N
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a
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i
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St
E Mission Ave N G
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e
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S
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E Sprague Ave
N N
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N H
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t
N
F
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a
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N
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a
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S
t
E 2nd Ave
WRiversideAve
S
C
e
d
a
r
S
t
E 37th Ave
E Thurston Ave
E 29th Ave
W 14th Ave
W 21st Ave
W 25th Ave
S
High
D
r
W High
Dr
E Rockwood Blvd
S
Gra
n
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Blv
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S
L
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c
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SSoutheastBlvd
S
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B
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S
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S
H
a
v
a
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a
S
t
S
G
l
e
n
r
o
s
e
R
d
E 57th Ave
E 63rd Ave
S G
l
e
n
r
o
s
e
R
d
S
C
a
r
n
a
h
a
n
R
d
E 5th Ave E Hartson Ave
E Broadway Ave
E Rutter
Ave
E Trent
R
d
E Trent Rd
E Mission Ave
E Sprague Ave
E 4th Ave
E 8th Ave
E Appleway Blvd
E Broadway Ave
E Valleyway Ave
N
V i s t a
R d
N
M u l l a n
R d
E Upriver Dr
E Upriver
D r
E Empire
W
y
E Montgomery
Dr
E Wellesley Ave
N
Forker
Rd
E Sprague Ave
E 16th Ave
E 24th Ave
E 4th Ave
E 32nd Ave
S
Dish
m
an-
M
ica
R
d
S D i s h m a n -M i c a R d
E Belle Terre Ave
E 44th Ave
E 8th Ave
Rd
E 2nd Ave
N
F
a
n
c
h
e
r
R
d
N
P
a
r
k
R
d
N
P
a
r
k
R
d
E Mission Ave
S
P
i
n
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s
R
d
S
P
a
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R
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N
A
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R
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R
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B
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N
B
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R
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N
A
r
g
o
n
n
e
R
d
E Mission Ave
N
S
u
l
l
i
v
a
n
R
d
E Euclid Ave
E Appleway Ave
S
P
r
o
g
r
e
s
s
R
d
E 49th Ave
S
R
a
y
S
t
W Clarke Ave
S
F
r
e
y
a
S
t
S
T
h
o
r
S
t
E 18th Ave
E 7th Ave
E 3rd Ave
A
S
t
W Nora AveN B
e
l
t
S
t
W Augusta AveWMissionAveWSummitBlvd
G
S
t
G
S
t
WW inston D r
W B isma rk Ave
N
C
o
o
k
S
t
N
A
s
t
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r
S
t
E Queen Ave
N
D
a
k
o
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S
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N
D
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S
t
N W h it wort h D r
N C o l t o n
S t
Cozza
Dr
Standar
d
S
t
Wedgewood A ve
N A d d i s o n S t
W
i
s
c
o
m
b
St
Weile Ave
N M
y
r
t
l
e
S
t
E Jackson Ave
E Marietta Ave
N C
r
e
s
t
l
i
n
e
S
t
E South Crescent AveESouthRivertonAve
N R
e
g
a
l
S
t
Marshall E IndianaAve
W Westmont Wy
N H
u
g
h
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s
S
t
WEas
t
m
o
n
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Wy
N
W
a
l
l
S
t
N R o y a l Dr
N
H
a
rtl
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y
S
t
WRosewoodAve
WLyons Ave
N C
a
t
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r
i
n
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S
t
W Pacific Ave
Ca
n
n
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n
Spr
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2nd
4th
In
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m
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13th
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F S
t
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Hartson
WRosamondAve
W T h o r p e R d
N A
l
b
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N C
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a
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S
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S W
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S
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S M
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S
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W 10th Ave
S P
e
r
r
y
S
t
E 9th Ave
ENewarkA
v
e
E 3rd Ave
S A
r
t
h
u
r
S
t
E 11th Ave
E 17th Ave
E11th Ave
S R
a
y
S
t
E
SouthAltamont B l v d
E 8th Ave
S H
e
l
e
n
a
S
t
S G
o
d
f
r
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B
l
v
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Will D. Alton Ln
W Hall Ave
S B
e
a
g
a
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S
t
Spotte
d
R
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W Pilot Dr
S
W
indsorDr
S
L
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S
t
N R
e
g
a
l
S
t
N A
l
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a
m
o
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S
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E Liberty Ave
S Marietta Ave N I
n
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i
a
l
P
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‘
5
t
h
’
S
t
E Industrial Park ‘B’ St
E Euclid
Ave
E Kiernan Ln
Fremon
t
R
d
Ran
dolph
Rd
W Blackfoot Ave
I.
E
.
W
y
DowntownSpokane
Spokane Valley
Greenacres
Millwood
Geiger Heights
Pence - Cole ValleyTransit Center (VTC)The Plaza
Indian TrailTransit Center
290
90
90
90
90
2
2
395
2
395
2
395
395
27
27
290
290
291
291
395
W
A
irportDr
61
61
61
61
To Spokane
Spokane CountyORV Park
FAFBClinic
Airway HeightsPark & Ride
Airway HeightsCorrectionalFacility
Northern QuestCasino
W.SpokaneIndustrialParkBX
FAFB Front GateProper Security ClearanceRequired to Enter FAFB
SpokaneInternationalAirport
FAIRCHILD AIR FORCE BASE
Law
s
o
n
S
t
Ga
r
f
i
e
l
d
R
d
W 21St Ave
W McFarlane Rd S H
a
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f
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r
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R
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Arno
l
d
S
t
Fairch
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l
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H
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S G
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a
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R
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Offu
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P
k
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Offutt Pkwy
N M
i
t
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e
l
l
D
r
S
R
a
m
b
o
R
d
W Sunset Hwy
W Sprague Rd
El Paso
SAC
N
H
a
y
f
o
r
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R
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Bong
S
t
Oly
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p
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a
A
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O’M
a
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l
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A
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Eake
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Airway Heights
Exit 294
Exit 296
7274
E Mission Ave
E Applew
a
y
A
v
e
E Euclid Ave
ToSpokane
Libery Lake
Regional Park
Trailhead Golf Course
Liberty Lake Golf Course
MeadowwoodGolf Course
Liberty LakePark & Ride
Liberty
Lake
N
L
i
b
e
r
t
y
L
a
k
e
R
d
E Sprague AveN M
o
l
t
e
r
R
d
S
L
ib
ertyDr
N Hen
r
y
R
d
E M ission Ave
S H
e
n
r
y
R
d
N
H
a
r
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a
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R
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N
K
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R
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N
L
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R
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N
M
o
l
t
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r
R
d
E Wellesley Ave
E R iv e r Rd
ECo untry VistaDr Liberty Lake
90
Exit 264
Exit 270
6566
62
62
66
65
6566
WaterfrontPark
The FairwaysGolf Course
EasternWashingtonUniversity
MedicalLake H.S.
Eastern StateHospital
PUB
K St Transit Station
Silver
Lake
Medical Lake
West
Medical
Lake
Otter
Lake Meadow
Lake
RingLake
GraniteLake
WillowLake
Clear
Lake
Lake StSta
n
l
e
y
S
t
N L
e
F
e
v
r
e
S
t
S S a l n a v e R d S LeFevr e St
W
illow
Dr
M
apleSt
S P i n e
S t
4thSt
W Betz Rd
N 6
t
h
S
t
Elm St
SalnaveRd
S Bet
z
Rd
Pr
e
s
l
e
y
D
r
3rd S
t
6th
5th
N 2
n
d
S
t
Oakland St
N 1
s
t
S
t
SCh e n e y -S p o k a n e
WMedicalLake-Four Lakes Rd
Mill
S
t
S C h e n e y
SCheney-SpangleRd
W 4th Ave
S
B
r
o
o
WEspanolaRd
7th 5th
G St
F St
C St
Spe
n
c
e
r
S
t
Leg
g
Gra
n
t
Evergreen
Grace
Bro
a
d
K
S
t
P l a z a R d
W M e lville Rd
Rd
Medi c al Lake Rd
Wa
s
h
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n
g
t
o
n
St
SSalnaveRd Cheney
MedicalLake
LakelandVillage
Four Lakes
West Lake
Medical LakeTransit Center
CampbellSt
90
904
904
902
90
SFCC
West Broadway
Northwest Boulevard
Maple - Ash
Monroe
Division
Addison
Crestline
Nevada
SCC
Francis
Garland
Trent/Indiana
Wellesley
Five Mile Park & Ride
Browne’s Addition
Latah
South Maple
Lincoln - 37th Ave
29th Ave
Southeast Boulevard
Altamont
Glenrose
Highway 2
Medical Lake
Cheney/EWU
EWU
Liberty Lake Express
VTC Express
Valley Limited
Sprague
Mission
East Fifth
Millwood
Pines
South Valley
Transit Centers
Park & Ride
Direction of Route
Variation of Service -see schedule
Place of Interest
Hospital
University/School
Shopping Center
Park/Golf Course
Airport; Military
Produced by CHK America www.mapsusa.com
20
21
22
35
31
24
25
26
27
28
29
30
40
32
33
41
42
43
44
45
46
47
61
23
65
66
72
73
74
90
91
94
95
96
97
62
APPROXIMATE SCALE OF MAP
0
0 1 Mi
1 Km
1/2
1/2
Airway Heights &FAIRCHILD AFB
E Valley Springs RdMedical Lake& Cheney
Liberty Lake
B
C
D
E
F
G
H
I
J
K
L
M
Regional Transit Service
The Spokane Transit Authority provides bus ser-
vice throughout the area, including several routes
in Spokane Valley. In the context of their regional
network, Spokane Valley appears to benefi t from
its relative proximity to STA’s central transfer sta-
tion (the STA Plaza) in downtown Spokane.
SPRAGUE-APPLEWAY STUDY AREA
DOWNTOWN SPOKANE
Sprague-Appleway Existing Transportation Conditions Memorandum Page 12
Fig.A.25. regional transit network
A p
p
e
n
d
i
x
A
:
S
t
A
r
t
i
n
g
p o
i
n
t
pAg e 110
9) Current Bus Transit Service
The STA routes serving Spokane Valley intersect at the Pence-Cole Valley Transit
Center near the intersection of Appleway and University (Fig.A.26.). Transit
service throughout the area is regular throughout the day, and north-south lines are
generally aligned one mile apart through the corridor areas. Current headways are
as follows:
73
90
9090
96
96
95
95
96
97
94
94
7274
72
7473
VALLEY TRANSIT CENTERVALLEY TRANSIT CENTER
Spokane Valley Existing Transportation Conditions
Transit Service
94
73Spokane Transit Authority Bus Routes
967490M
96
90M
90G
97
97
72
Sprague Ave
Appleway
Sprague AveSprague Ave
Pa
r
k
R
d
Ar
g
o
n
n
e
R
d
Mu
l
l
a
n
R
d
Broadway Ave
8th Ave8th Ave
16th Ave
Un
i
v
e
r
s
i
ty
R
d
Bo
w
d
i
s
h
R
d
Pin
e
s
R
d
4th Ave
Valleyway Ave
Mission Ave
Bo
w
d
i
s
h
R
d
Pin
e
s
R
d
D
i
s
h
m
a
n
-
M
i
c
a
R
d
Vis
t
a
R
d
Boone Ave
Th
i
e
r
m
a
n
S
t
12th Ave
Inters
t
a
t
e
9
0
Fa
r
r
R
d
Applew
a
yBlvd
Interstate 90
Sprague Ave
Ev
e
r
g
r
e
e
n
R
d
Su
l
l
i
v
a
n
R
d
Ev
e
r
g
r
e
e
n
R
d
Su
l
l
i
v
a
n
R
d
Mc
D
o
n
a
l
d
R
d
Ad
a
m
s
R
d
Pr
o
g
r
e
s
s
R
d
Mission
A
v
e
Broadway Ave
Valleyway Ave Valleyway Ave
4th Ave 4th Ave
8th Ave 8th Ave
12th Ave
Bla
k
e
R
d
16th Ave
Current Bus Transit Service
The STA routes serving Spokane Valley
intersect at the Pence-Cole Valley Transit
Center near the intersection of Appleway
and University.
Transit service throughout the area is reg-
ular throughout the day, and north-south
lines are generally aligned one mile apart
through the corridor areas. Current head-
ways are as follows:
WEEKDAY SERVICE
73 (peak only) 30 6 am 8 pm
90 (daytime) 15 5 am 6 pm
90 (evening) 30 6 pm 11 pm
94 30 6 am 9 pm
95 30 6 am 10 pm
96 30 5 am 7 pm
97 30 6 am 10 pm
WEEKEND SERVICE
90 30 7 am 10 pm
94 30 6 am 10 pm
95 60 6 am 10 pm
96*60 6 am 7 pm
97 60 6 am 7 pm
*Indicates no Sunday/holiday service.
Sunday/holiday service typically terminates two
hours before end times listed here.
ROU
T
E
FRE
Q
UEN
C
Y
(m
i
n
u
t
es)
BEG
I
N
EN
D
ROU
T
E
FRE
Q
UEN
C
Y
(m
i
n
u
t
es)
BEG
I
N
EN
D
Sprague-Appleway Existing Transportation Conditions Memorandum Page 13
10) Light Rail Transit Proposal
The Spokane Transit Authority is currently evaluating a light rail transit (LRT)
system as an alternative mode to vehicle travel. As the Sprague-Appleway corridor
area is outside of a central business district with relatively high concentrations of
employment and civic uses, stations are typically positioned a half-mile or more
from each other. In Spokane Valley, the proposed LRT alignment shares right-
of-way with the Burlington Northern-Santa Fe and Union Pacific railroads to the
intersection of Sprague-Appleway and Argonne-Mullan, where it moves to the
alignment designated for the Appleway extension (Fig.A.27.). The Spokane Valley
Comprehensive Plan notes that the University City station is particularly poised to
generate redevelopment activity due to its adjacency to the Plan’s proposed City
Center district.
73
90
90 90
96
96
95
95
96
97
94
94
72 74
72
7473
VALLEY TRANSIT CENTERVALLEY TRANSIT CENTER
Spokane Valley Existing Transportation Conditions
Transit Service
94
73 Spokane Transit Authority Bus Routes
967490M
96
90M
90G
97
97
72
Sprague Ave
Appleway
Sprague AveSprague Ave
Pa
r
k
R
d
Ar
g
o
n
n
e
R
d
Mu
l
l
a
n
R
d
Broadway Ave
8th Ave 8th Ave
16th Ave
Un
i
v
e
r
s
i
ty
R
d
Bo
w
d
i
s
h
R
d
Pin
e
s
R
d
4th Ave
Valleyway Ave
Mission Ave
Bo
w
d
i
s
h
R
d
Pin
e
s
R
d
D
i
s
h
m
a
n
-
M
i
c
a
R
d
Vis
t
a
R
d
Boone Ave
Th
i
e
r
m
a
n
S
t
12th Ave
Interst
a
t
e
9
0
Fa
r
r
R
d
Applewa
y Blvd
Interstate 90
Sprague Ave
Ev
e
r
g
r
e
e
n
R
d
Su
l
l
i
v
a
n
R
d
Ev
e
r
g
r
e
e
n
R
d
Su
l
l
i
v
a
n
R
d
Mc
D
o
n
a
l
d
R
d
Ad
a
m
s
R
d
Pr
o
g
r
e
s
s
R
d
Mission A
v
e
Broadway Ave
Valleyway Ave Valleyway Ave
4th Ave 4th Ave
8th Ave 8th Ave
12th Ave
Bla
k
e
R
d
16th Ave
Current Bus Transit ServiceThe STA routes serving Spokane Valley intersect at the Pence-Cole Valley Transit Center near the intersection of Appleway and University.
Transit service throughout the area is reg-
ular throughout the day, and north-south
lines are generally aligned one mile apart
through the corridor areas. Current head-
ways are as follows:
WEEKDAY SERVICE
73 (peak only) 30 6 am 8 pm
90 (daytime) 15 5 am 6 pm
90 (evening) 30 6 pm 11 pm
94 30 6 am 9 pm
95 30 6 am 10 pm
96 30 5 am 7 pm
97 30 6 am 10 pm
WEEKEND SERVICE
90 30 7 am 10 pm
94 30 6 am 10 pm
95 60 6 am 10 pm
96*60 6 am 7 pm
97 60 6 am 7 pm
*Indicates no Sunday/holiday service.
Sunday/holiday service typically terminates two
hours before end times listed here.
ROU
T
E
FRE
Q
UEN
C
Y
(m
i
n
u
t
es)
BEG
I
N
END
ROU
T
E
FRE
Q
UEN
C
Y
(m
i
n
u
t
es)
BEG
I
N
END
Sprague-Appleway Existing Transportation Conditions Memorandum Page 13
Sprague-Appleway Existing Transportation Conditions Memorandum Page 14
Park Vista
Argon
n
e
Unive
r
s
i
t
y
C
i
t
y
Pines
Park Vista
Argon
n
e
Unive
r
s
i
t
y
C
i
t
y
Pines
Everg
r
e
e
n
Sulliv
a
n
Everg
r
e
e
n
Sulliv
a
nSprague Ave
Appleway
Sprague AveSprague Ave
Pa
r
k
R
d
Ar
g
o
n
n
e
R
d
Mu
l
l
a
n
R
d
Broadway Ave
8th Ave 8th Ave
16th Ave
Un
i
v
e
r
s
i
ty
R
d
Bo
w
d
i
s
h
R
d
Pin
e
s
R
d
4th Ave
Valleyway Ave
Mission Ave
Bo
w
d
i
s
h
R
d
Pin
e
s
R
d
D
i
s
h
m
a
n
-
M
i
c
a
R
d
Vis
t
a
R
d
Boone Ave
Th
i
e
r
m
a
n
S
t
12th Ave
Inters
t
a
t
e
9
0
Fa
r
r
R
d
Applew
a
y Blvd
Interstate 90
Sprague Ave
Ev
e
r
g
r
e
e
n
R
d
Su
l
l
i
v
a
n
R
d
Ev
e
r
g
r
e
e
n
R
d
Su
l
l
i
v
a
n
R
d
Mc
D
o
n
a
l
d
R
d
Ad
a
m
s
R
d
Pr
o
g
r
e
s
s
R
d
Mission
A
v
e
Broadway Ave
Valleyway Ave Valleyway Ave
4th Ave 4th Ave
8th Ave 8th Ave
12th Ave
Bla
k
e
R
d
16th Ave
Light Rail Transit Proposal
The Spokane Transit Authority is cur-
rently evaluating a light rail transit (LRT)
system as an alternative mode to vehicle
travel. As the Sprague-Appleway corri-
dor area is outside of a central business
district with relatively high concentra-
tions of employment and civic uses, sta-
tions are typically positioned a half-mile
or more from each other.
In Spokane Valley, the proposed LRT
alignment shares right of way with the
Burlington Northern-Santa Fe and
Union Pacifi c railroads to the intersec-
tion of Sprague-Appleway and Argonne-
Mullan, where it moves to the alignment
designated for the Appleway extension.
The Spokane Valley Comprehensive Plan
notes that the University City station is
particularly poised to generate redevel-
opment activity due to its adjancency
to the Plan’s proposed town center dis-
trict.
Fig.A.26. transit Services
Fig.A.27. Light rail proposal A p
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11) Planned Projects and Improvements
The adopted 2006-2011 Transportation Improvement Plan has identified several
projects in the general area of the Sprague-Appleway corridor, though the most
important of these for the area-wide transportation system is the extension
of Appleway east of University to continue the Sprague-Appleway couplet
(Fig.A.28.).
This extension is currently identified in the regional transportation plan as well as in
the City of Spokane Valley’s Capital Facilities Plan as a near-future project.
While public support for the extension of the Sprague-Appleway couplet is strong
(see the Spokane Valley Comprehensive Plan, Transportation Element, Section 3.9),
citizens have also shown support for “making the streets friendlier for pedestrians and
bicyclists.” The Comprehensive Plan outlines several standards for accommodating
bicycle and pedestrian concerns through narrower vehicle lanes and reconfigured
roadways.
The Spokane Valley Comprehensive Plan also states that “citizens should have
a variety of viable transportation options” and seeks to “[provide] citizens with
transportation options and [to reduce] dependency on driving” (Transportation
Element, Sec. 3.0); in discussing the concept of the future city center, it maintains
that “pedestrian and bicycle mobility is a vital part” of the transportation system
of this center. The Comprehensive Plan does designate a proposed pedestrian path
through the proposed town center area and generally proposes to enhance the
existing network of trails and bike lanes.
Spokane Valley Existing Transportation ConditionsTraffic Volumes and Flow
Streets Displayed by ADT
Directional MovementsDisplayed by Relative Volume
Spokane Valley Existing Transportation ConditionsPlanned Transportation Projects
Projects Identified in Adopted Six-Year Transportation Improvement Program (TIP)
Projects Identified in Spokane Valley
Comprehensive Plan Capital Facilities Element
Sprague Ave
Appleway
Sprague AveSprague Ave
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4th Ave 4th Ave
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16th Ave
Planned Projects and ImprovementsThe adopted 2006-2011 Transportation Improvement Plan has identifi ed sev-eral projects in the general area of the
Sprague-Appleway corridor, though the
most important of these for the area-wide
transportation system is the extension of
Appleway east of University to continue
the Sprague-Appleway couplet.
This extension is currently identifi ed in
the regional transportation plan as well
as in the City of Spokane Valley’s Capital
Facilities Plan as a near-future project.
While public support for the extension of
the Sprague-Appleway couplet is strong
(see the Spokane Valley Comprehensive
Plan, Transportation Element, Section
3.9), citizens have also shown support for
“making the streets friendlier for pedes-
trians and bicyclists.” The Comprehen-
sive Plan outlines several standards for
accommodating bicycle and pedestrian
concerns through narrower vehicle lanes
and reconfi gured roadways.
The Spokane Valley Comprehensive Plan
also states that “citizens should have a va-
riety of viable transportation options” and
seeks to “[provide] citizens with transpor-
tation options and [to reduce] dependen-
cy on driving” (Transportation Element,
Sec. 3.0); in discussing the concept of the
future city center, it maintains that “pedes-
trian and bicycle mobility is a vital part” of
the transportation system of this center.
The Comprehensive Plan does designate
a proposed pedestrian path through the
proposed town center area and generally
proposes to enhance the existing net-
work of trails and bike lanes.
R
d
Aveee 8th Ave
Bla
k
e
e keAPPLEWAY EXTENSION TO
SPRAGUE AT TSCHIRLEY
(Valley Couplet)
UNIVERSITY RESURFACING
IntMONTGOMERY RESURFACING
Vis
t
Rd R
MISSION SIDEWALK CONSTRUCTION
PINES-MANSFIELD REALIGNMENT OF
I-90 OFFRAMP AND SIGNALIZATION
BROADWAY RESURFACING
PARK ROAD RAIL
GRADE SEPARATION
Sprague-Appleway Existing Transportation Conditions Memorandum Page 15
Fig.A.28. planned transportation projects
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12) Initial Transportation Observations and Implications of These Conditions
In general, the Sprague-Appleway corridor has a strong regional network that is
more connected than most post-World War II suburban environments. It also benefits
from good transit service with connections to important regional destinations, and it
has demonstrated a commitment to strengthening transit service and infrastructure
through its sales tax increase and efforts to study light rail transit.
However, it appears that there is a mismatch between current traffic volumes and the
capacity of Spokane Valley’s transportation system. Volume and patterns of traffic
are below the levels of existing roadway capacity, creating an imbalance between
true vehicular travel demand and what the roads will support. This imbalance creates
an additional mismatch between travel speeds and behavior that excess roadway
capacity tends to foster with the City’s expressed wish to grow around a City Center
supporting transportation choices and a vibrant environment.
These conditions imply that the corridor is designed to serve a function that may be at
odds with the needs of its surrounding community. Typically one-way couplets and
larger roads do not support a strong pedestrian environment and greatly compromise
the opportunity for success of a full range of commerce and business types, especially
small, neighborhood-serving businesses that are relatively dependent on a steady
flow of traffic with easy access.
There is a great opportunity to eliminate the mismatches by achieving a balance
between mobility-oriented desires of high-capacity corridors and the accessibility
goals of a walkable City Center.
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