HomeMy WebLinkAboutItem 01 Transportation System Plan ImplementationCouncil Alternatives for Public Hearing 9/26/2019
Springfield Transportation System Plan Implementation Project
Council Alternatives for Public Hearing – City of Springfield TSP Implementation Project Page 1
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Council Alternatives
This document provides a high level summary of the Council Alternatives that have been developed by
the Springfield City Council for input via a joint public hearing with Lane County Board of Commissioners
on November 4, 2019. The City Council and Board will be soliciting comments on both the Planning
Commissions’ Recommendation (available on project webpage) and the following Council Alternatives.
Planning Commission Springfield Development Code Amendments are shown in yellow highlight and
City Council Alternative changes are shown in green highlight. Single underline shows new text. Double
underline indicates text that has been moved from a different location in the Code. Black text indicates
Transportation System Plan (TSP) or Springfield Development Code (SDC) text. Dark blue text indicates
explanatory text.
The Council is presenting revisions to the following items:
Transportation System Plan Council Alternatives:
Pg 2 TSP Project S-17 Description
Pg 2 TSP Figure 12 Conceptual Street Map
Springfield Development Code Amendments Council Alternatives:
Pg 3 Table 4.2-1 Minor Collector Street Standards & Resolving Multi-Unit Design Standards conflict
Pg 7 SDC 4.2-105 Street Network Standards & Resolving Multi-Unit Design Standards conflict
Pg 14 SDC 4.2-110 Private Streets
Pg 15 SDC 4.6-110G Motor Vehicle On-Street Parking Reduction
Pg 16 SDC 4.6-110M-N Motor Vehicle Parking Right-Sizing & Table 4.6-2 Motor Vehicle Parking Space
Requirements
Attachment 1, Page 1 of 18
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Transportation System Plan Council Alternatives
TSP Project S-17 Description:
Revision: Change TSP Project S-17 description to read, “Study street connectivity and traffic
calming improvements in I-5/Harlow Rd/Laura St/Hwy 126 area that would retain motor vehicle
traffic diversion at the intersection of Don St and Lochaven Ave.”
Explanation: The City Council Alternative is to add to the study description to further respond to
public comments received regarding concerns about truck and other motor vehicle traffic
increasing in the residential area of the neighborhood.
TSP Figure 12, Conceptual Street Map – updated format, modified R-45, Sports Way area correction
(information only):
Revision: Modify TSP Project R-45 (Improvements within the Jasper-Natron Area) as shown on
Council Alternative Conceptual Street Map. Mineral Way was removed as a collector street and
R-45 east of Bob Straub Parkway has been shortened and arrows have been added to the north,
east, and south from Bands S. and south from Farm Road. The northern segment of Sports Way
and Royal Caribbean Way were shown on the Planning Commission’s Recommendation as
existing minor collectors. They have been changed to planned minor collectors. The Conceptual
Street Map has been reformatted to match other TSP Figures.
Explanation: The City Council Alternative is to make the revisions described above and shown on
the Council Alternative Conceptual Street Map to be consistent with recent development
application decisions near Mineral Way and to be more flexible. Mineral Way was removed from
the recommended Conceptual Street Map since it is being built as a local street instead of a
collector street to match the already built stubbed street connection dimensions. Additionally, R-
45 was modified to the east of Bob Straub Parkway to provide more flexibility for development in
the area while ensuring there is a plan for a collector street network in the area. The Sports Way
and Royal Caribbean Way changes correct a mapping error to reflect current conditions and
show the segments that are not yet complete as planned (instead of existing) minor collectors.
The Conceptual Street Map was reformatted so that when it is adopted into the Springfield
Transportation System the formatting will match other TSP Figures.
Attachment 1, Page 2 of 18
Council Alternatives for Public Hearing 9/26/2019
Springfield Transportation System Plan Implementation Project
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Springfield Development Code Amendments Council Alternatives
Table 4.2-1 Minor Collector Street Standards & Resolving Multi-Unit Design Standards
conflict:
Revision: Replace Planning Commission recommended Table 4.2-1 with table shown below.
Changes since Planning Commission recommendation are shown in green highlight. New
illustrative figures N-P for Minor Collector – Residential Zoning Districts are shown following the
table.
Table 4.2-1
Minimum Street Right-of-Way and Curb-to-Curb Standards
Fig.
No.
Street
Classification
Right-of-
Way (1)
Curb-to-Curb
Width (1)
Travel
Lanes
Travel
Lanes
Width
Turn Lane
Width (2)
Bikeways
(3)
Planting
Strip
and
Curb (4)
Sidewalk
4.2
B-D
Major Arterial (5) 100’/92’/
84’
76’/69’/60’ 4 12’ 14’ where
required
6’ both
sides
5’ 7’ both
sides
4.2
E-G
Minor Arterial (5) 76’/68’/60’ 52’/44’/36’ 2 12’ 14’ where
required
6’ both
sides
5’ 7’ both
sides
4.2
H-J
Major Collector 72’/64’/56’ 52’/44’/36’ 2 12’ 14’ where
required
6’ both
sides
5’ 5’ both
sides
4.2
K-M
Minor Collector –
Non-Residential
Zoning Districts
(6)
70’/62’/54’ 50’/42’/34’ 2 11’ 13’ where
required
6’ both
sides
5’ 5’ both
sides
4.2
N-P
Minor Collector –
Residential
Zoning Districts
(6)
58’/50’/42’ 38’/30’/22’ 2 11’ 13’ where
required
N/A 5’ 5’ both
sides
4.2
Q-S
Local Street <15
percent slope (7)
57’/49’/41’ 36’/28’/20’ 2 10’ N/A Not
required
5’ 5’ both
sides
4.2
T-V
Local Street ≥15
percent slope (7)
48’/40’/32’ 36’/28’/20’ 2 10’ N/A Not
required
6” curbs
only
5’ both
sides
Cul-de-sac Bulb 83’
diameter
70’ diameter N/A N/A N/A N/A 5’
around
bulb
5’ around
bulb
Alley 20’ No curbs, 18’
paving width
N/A N/A N/A Not
required
Not
required
(1) Minimum right-of-way widths and curb-to-curb widths are listed in this order: Streets with parking on
both sides of street/Streets with parking on one side of street/Streets with no on-street parking. Where
indicated, parking width is 8’ per side of street. Minimum right-of-way widths and curb-to-curb widths listed
above do not include additional right-of-way width and curb-to-curb width required to accommodate a center
turn lane or center median.
Attachment 1, Page 3 of 18
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(2) When a center turn lane or center median is required to address a significant volume of left-turn traffic or
other safety or site-specific engineering concerns, additional right-of-way width and curb-to-curb width is
required to accommodate the turn lane and/or center median. Width of the turn lane will be not less than the
standard provided in Table 4.2-1 above.
(3) Bike lanes on one-way streets must be on the right side of the street, except in the case where a left-side
bike lane would cause fewer conflicts, and people riding bicycles can return to the right safely.
(4) The planting strip and curb includes 4.5’ planting strip and 6” curb on both sides of the street, unless
otherwise indicated in Table 4.2-1.
(5) Arterial streets that are Oregon Department of Transportation (ODOT) facilities are not subject to the
standards in Table 4.2-1, but must meet ODOT design standards.
(6) Residential zoning districts are those listed in Section 3.2-205. All other zoning districts are non-
residential for the purposes of Table 4.2-1. Where opposite sides of the street are zoned with residential and
non-residential uses, the non-residential standards apply.
(7) Slope is the average slope of the development area per the calculation in SDC 3.3-520.A. Minimum curb-
to-curb width for local streets includes 6” behind the sidewalk for property pins.
Revision: The following illustrative Minor Collector – Residential Zoning Districts street cross sections are
intended to be inserted after cross section Figure M in the Planning Commission’s recommendation and
the subsequent cross sections would be relabeled accordingly to maintain alphabetical order.
MINOR RESIDENTIAL COLLECTOR WITH
PARKING ON BOTH SIDES
Ref. Section 4.2-105.C.
ILLUSTRATIVE ONLY
Attachment 1, Page 4 of 18
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Revision: Remove SDC 3.2-240D.6.b to resolve technical conflict with the Planning Commissions’
Springfield Development Code Amendments.
3.2-240 Multi-unit Design Standards
…
D. Design Standards. All of the following design standards shall be met by all multi-unit developments:
Building Orientation; Building Form; Storage; Transition and Compatibility Between Multi-unit and LDR
Development; Open Space; Landscaping; Pedestrian Circulation; Parking; and Vehicular Circulation.
…
6. Landscaping, Fences and Walls. Multi-unit developments shall provide landscaping as specified in
Section 4.4-105 and the following standards (See Figure 3.2Q):
MINOR RESIDENTIAL COLLECTOR
WITH PARKING ON ONE SIDE
Ref. Section 4.2-105.C.
ILLUSTRATIVE ONLY
MINOR RESIDENTIAL COLLECTOR WITH NO
PARKING
Ref. Section 4.2-105.C.
ILLUSTRATIVE ONLY
Attachment 1, Page 5 of 18
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…
b. Planter strips shall be required for all multi-unit development of collector and arterial
streets, but is optional on local streets. Planter strips shall be a minimum of 4.5 feet
wide, placed between the back of curb and the sidewalk, along public or private streets;
…
Explanation: The City Council Alternative is to allow a narrower minor collector street that does
not include bike lanes in residential areas. If there are specific locations where the community
would like a residential minor collector street with a dedicated bicycle facility, specific locations
could require more width and street elements, such as bike lanes, through an adopted plan (i.e.
TSP project or development-specific Master Plan). SDC 3.2-240D.6.b is shown as being removed
to address conflict between the Planning Commission Recommendation and City Council’s
Alternative for Table 4.2-1 and the existing Code to ensure there are not inconsistencies within
different sections of the Springfield Development Code.
Attachment 1, Page 6 of 18
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Springfield Transportation System Plan Implementation Project
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SDC 4.2-105 Street Network Standards & Resolving Multi-Unit Design Standards conflict:
Revision: Remove Local Street Network Map from Street Network Standards – General Criteria
(SDC 4.2-105D.2.a.), combine criteria a. and d. within the General Criteria, and add Multi-Unit
standards to Block Length and Perimeter for both General Criteria and Needed Housing, and
remove SDC 3.2-240D.9.c to resolve technical conflict with the Planning Commissions’
Springfield Development Code Amendments.
4.2-105 Public Streets
…
D. Street Network Standards – General Criteria.
1. Collector and Arterial Streets. Subject to the standards of this code, the location of collectors
streets and arterials streets must comply with the Transportation System Plan, including the and
Conceptual Street Map.
2. Local Streets. The local street network, which includes pedestrian accessways and multiuse
paths, must meet the following standards:
a. Local streets with connection points in the general location shown on the Local Street
Network Map are allowed. Alternatives that meet and comply with the other standards in this
subsection are also allowed. 1
a. Streets shall be designed toThe local street network must efficiently and safely
accommodate all modes of travel including pedestrians, bicyclists, and emergency fire and
medical service vehicles.
b. The layout of streets shall The local street network must not create excessive travel
lengths, particularly for pedestrians and cyclists.
c. Streets shallmust be interconnected to provide for the efficient provision of public and
private utilities facilities and for more even dispersal of traffic.
d. New streets shall be designed to The local street network must safely accommodate
pedestrians and bicycles cyclistssafely.
d. The street circulation pattern shall Streets must provide connections to and from
Neighborhood Activity Centers activity centers for example, schools, commercial areas, parks,
employment centers, and other major attractors and other areas that attract high levels of
1 Local Street Network Map removed per Council direction.
Attachment 1, Page 7 of 18
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pedestrian and bicycle traffic, or alternative bicycle or pedestrian facilities must provide
connections where street connections are not practical.
e. Street design shall minimize The alignment of local streets must mitigate impacts to
waterways and wetlands, and shall must follow slope contours where possible.
f. Street design shall The alignment of local streets must enhance the efficiency of the
regional collector and arterial street system by providing relatively uniform volumes of traffic to
provide for balancing traffic volumes on local streets to promote optimum dispersal.
g. Streets shallThe local street network must provide logical and efficient extensions of the
public street system to adjoining properties.
3. Dead-End Streets.
a. Dead-end streets shall must terminate in a cul-de-sac bulb, “hammerhead,” or other
design that provides an adequate vehicular turn-around areas, Public Works access, and
pedestrian and bicycle connections as may be approved by the Public Works Director and the
Fire Marshal. When development generates additional vehicular trips on an existing dead-end
street without a turnaround area, the development must include a turnaround area on the dead-
end street that meets the requirements of this subsection.
b. A dead-end street, excluding the bulb or other approved vehicular turn-around area,
shall must have a minimum length of 65 feet and shall must have a maximum length of 400 feet
as measured from the nearest curb line of the intersecting street. The right-of-way and paving
requirements for cul-de-sacs, including the bulbs and or other approved vehicular turn-around
areas, are as specified in Table 4.2-1 of this Code, the Oregon Fire Code, the Development &
Public Works Standard Construction Specifications and the City’s Engineering Design Standards
and Procedures Manual.
EXCEPTION: Where streets that are planned to be through streets are partially constructed
during phased development, temporary dead-end streets with temporary vehicular turn-around
areas will be permitted as specified in the City’s Engineering Design Standards and Procedures
Manual that meet the requirements for a dead-end fire apparatus access road will be permitted
with a maximum length of 600 feet as measured from the nearest curb line of the intersecting
street. In this case, the 400-foot maximum length standard shall not apply.
4. Block Length and Block Perimeter
a. Block perimeter for all street classifications must not exceed the following maximums,
except as provided or exempted elsewhere in this Code or in an applicable Refinement
Plan or Plan District:
i. 1,400 feet in Mixed-Use Districts consistent with standards in Section 3.2-625E;
ii. 2,600 feet in industrial zoning districts;
iii. 2,400 feet for multi-unit development subject to Section 3.2-240A; and
iv. 1,600 feet in other zoning districts.
Attachment 1, Page 8 of 18
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b. Block length must not exceed:
i. 600 feet for local street not in industrial zones or that do not serve industrial
non-conforming or the maximum block length established in an applicable Refinment
Plan or Plan District, whichever is less;
ii. 800 feet for multi-unit development subject to Section 3.2-240A or the
maximum block length established in an applicable Refinement Plan or Plan District;
whichever is less;
iii. 1,000 feet for local streets in industrial zones or that serve industrial non-
conforming uses or the maximum block length established in an applicable adopted
Refinement Plan or Plan District, whichever is less.
c. EXCEPTION: The Director may authorize a block length or block perimeter that exceeds
the applicable maximum specified in this Section. In authorizing a block length or block
perimeter that exceeds the above maximum lengths, the Director may establish
requirements for interim street connectivity and/or pedestrian accessways consistent
with standards in Section 4.2-160. Where the extension of a public street would create a
block length or block perimeter that exceeds the applicable maximum, the block length
and block perimeter must be as close as possible to the applicable maximum.The
Director will authorize an exception only if the applicant/developer demonstrates that
the existence of any of the following conditions justifies the exception:
i. Physical conditions that cannot be mitigated necessitate a block length or block
perimeter that is longer than the applicable maximum preclude a block length
of 600 feet or less. These conditions may include topography or the existence
of physical features, including, but not limited to: wetlands, ponds, streams,
channels, rivers, lakes, or steep grades, or a resource under protection by State
or Federal law; or
ii. Buildings or other existing development on adjacent lands, including previously
subdivided but vacant lots/ or parcels that physically necessitate a block length
or block perimeter that is longer than the applicable maximumpreclude a block
length 600 feet or less, considering the potential for redevelopment; or
iii. Industrial development areas greater than 25 acres pursuant to an adopted
Master Plan.
E. Street Network Standards – Needed Housing. The development of needed housing, as defined in ORS
197.303, must meet the following street network standards, unless the applicant elects review under the
general criteria in Section 4.2-105D.
1. Collector and Arterial Streets. Subject to the standards of this Code, the location of collector
and arterial streets must comply with the Transportation System Plan, including the Conceptual
Street Map.
2. Local Streets. The local street network must meet the following standards:
a. New local streets, pedestrian accessways, and multiuse paths within a development
area must connect to all existing or planned local streets, accessways, and multiuse
paths, respectively, including truncated or “stub” streets, accessways, or multiuse paths
that abut the development area. For the purposes of this Section, a planned street,
accessway, or multiuse path means unimproved dedicated right-of-way; a street or
Attachment 1, Page 9 of 18
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multiuse path adopted in the Transportation System Plan; or a street, accessway, or
multiuse path shown in an approved Master Plan, Site Plan, Conceptual Development
Plan, or Subdivision Plan.
b. Where there is an existing or planned local street or multiuse path within ¼ mile of the
outer boundary of the development area, a new local street or multiuse path must
extend to the outer boundary lines of the development area in alignment with the
centerline of existing or planned street or multiuse path. The new street or multiuse
path and existing or planned street or multiuse path are in alignment if the angle
between the projection of the centerlines of both streets is not less than 170 degrees or
more than 190 degrees.
c. Local streets spaced no greater than 600 feet apart from centerline to centerline must
extend to all undeveloped or underdeveloped land that is adjacent to the development
area, zoned or designated for residential or mixed use, and 5 contiguous gross acres or
larger. For the purposes of this Section, “underdeveloped” means lots and parcels that
are developed at less than half the minimum residential density required in the
underlying zoning district.
d. The number of new local street intersections with major collector or arterial streets that
provide ingress or egress to the development area must be the smallest number
necessary to ensure that not more than 100 dwelling units are attributed to any one
intersection with a major collector or arterial street, including via existing local streets
that intersect major collector or arterial streets outside the development area. A
dwelling unit is attributed to the intersection of a local street and major collector or
arterial street that has the smallest travel distance from the centerline of the street at
the midpoint of the dwelling unit’s frontage to the centerline of the street at the
boundary line of the development area.
e. EXCEPTION: Street, accessway, and multiuse path connections to adjacent property
under Sections 4.2-105E.2.a through 4.2-105E.2.d above are not required where the
following barriers physically prevent their construction: railroad right-of-way, limited
access highway or freeway right-of-way, existing development, streets that would be
unable to meet the slope standards specified in Section 3.3-525, natural resource
protection areas listed in Section 4.3-117B, or Historic Landmark Sites or Structures
established on the Historic Landmark Inventory according to Section 3.3-920 of this
Code.
f. Developments must provide fire apparatus access roads as required by and in
compliance with the Oregon Fire Code.
3. Cul-de-sacs and Dead-End Streets. New and existing dead-end streets and cul-de-sacs must
meet the standards for dead-end fire apparatus access roads in the Oregon Fire Code and the
following standards:
Attachment 1, Page 10 of 18
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a. Cul-de-sacs and dead-end streets that are not planned to be through streets are
permitted only when physical barriers prevent the construction of through streets or
stubbed streets that meet the local street network standards in Section 4.2-105E.2, or
the block length and block perimeter standards in Section 4.2-105E.6. Physical barriers
are railroad right-of-way, limited access highway or freeway rights-of-way, existing
development, streets that would be unable to meet the slope standards specified in
Section 3.3-525, natural resource protection areas listed in Section 4.3-117B, or Historic
Landmark Sites or Structures established on the Historic Landmark Inventory according
to Section 3.3-920 of this Code.
b. All cul-de-sacs and dead-end streets, including stubbed streets required under Sections
4.2-105E.2.a through 4.2-105E.2.c above, must meet the length standards in Section
4.2-105D.3.b.
c. A cul-de-sac or dead-end street that is not a stubbed street must include one or more
pedestrian accessways or multiuse path connections from the cul-de-sac or dead-end
street to an existing or planned street, accessway, or multiuse path when the cul-de-sac
or dead end street is within ¼ mile of a Neighborhood Activity Center, as measured in a
straight line from the nearest outer boundary of the Neighborhood Activity Center to
the centerline of the dead-end street at its terminus or the center point of the cul-de-
sac. The accessway or multiuse path must be located in a manner that would shorten
the walking and biking distance from the cul-de-sac or dead-end street to the
Neighborhood Activity Center as compared to the shortest walking or biking distance
without the connection.
EXCEPTIONS: An accessway or multiuse path is not required where physical barriers
listed under Section 4.2-105E.3.a above prevent construction of any accessway or
multiuse path under this section, or when no accessway or multiuse path would
decrease the walking or biking distance from the cul-de-sac or dead-end street to the
Neighborhood Activity Center.
4. Block Length and Block Perimeter.
a. Block perimeter for all local and minor collector streets must not exceed the following
maximums:
i. 1,400 feet in Mixed-Use Districts, consistent with standards in Section 3.2-
625E,
ii. 2,400 feet for multi-unit development subject to Section 3.2-240A; and
iii. 1,600 feet for all other development and in all other zoning districts.
b. Block length for local streets must not exceed:
i. 800 feet for multi-unit development in residential zoning districts; and
ii. 600 feet for all residential development other than multi-unit development in
all zoning districts.
Attachment 1, Page 11 of 18
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5. Maximum Street Grades. Street grades must not exceed 8% on major and minor arterial streets,
10% on major and minor collector streets, and 12% on local streets.
6. Intersections of Streets and Alleys.
a. Angles. Streets and alleys must intersect one another at an angle as close to a right
angle (i.e. 90 degrees) as possible. Street intersections must have a minimum
intersection angle of 80 degrees. All legs of an intersection must meet the above
standard for at least 100 feet from the point of intersection of the street centerlines.
No more than two streets may intersect at any location (i.e. not creating more than a
four-legged intersection) unless at a roundabout.
b. Intersection Offsets. Intersections must be offset at least 100 feet on a local street, 200
feet on a minor collector street, and 400 feet on a major collector or arterial street, or
the safe stopping sight distance as determined by the AASHTO publication “A Policy on
Geometric Design of Highways and Streets,” whichever is greater. Offset distance must
be measured from the curb or edge of pavement or, where there is no curb, to the
closest curb or edge of pavement of the next offset street.
…
3.2-240 Multi-unit Design Standards
…
D. Design Standards. All of the following design standards shall be met by all multi-unit developments:
Building Orientation; Building Form; Storage; Transition and Compatibility Between Multi-unit and LDR
Development; Open Space; Landscaping; Pedestrian Circulation; Parking; and Vehicular Circulation.
…
9. Vehicular Circulation. Multi-unit developments shall provide vehicular circulation as specified in
the following standards (See Figure 3.2-R):
…
c. Multi-unit developments 8 acres or larger shall be developed as a series of complete
blocks bounded by a connecting network of public or private streets with sidewalks. The
average block size within a multi-unit development shall be a maximum of 4 acres in
size. For example, an 8.1-acre development would have a minimum of 2 blocks. Portions
of the site with wetlands, slopes greater than 15 percent and wooded areas subject to
Section 5.19-100 shall be exempt from this standard, however, sidewalk or pathway
connections are required as an alternative to street connections, when practicable; and
Explanation: The City Council Alternative is to have Street Network Standards – General Criteria that do
not include a Local Street Network Map. Not having a map will provide more flexibility at time of
development, avoid having a map that will become out of date over time, reduce confusion and need for
Attachment 1, Page 12 of 18
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education regarding the role of the map, and help to encourage a more collaborative process between
developers and staff to achieve street connectivity policy goals. The additions of the Multi-Unit text in the
Street Network Standards addresses a conflict between the Planning Commission’s Recommendation
and the existing Multi-Unit Design Standards section of the Code. The struck SDC 4.2-240D.9.c removes
the conflict while revising and moving the standards into the Street Network Standards section of the
Code.
Attachment 1, Page 13 of 18
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SDC 4.2-110 Private Streets:
4.2-110 Private Streets
A. Private streets are permitted within the development area of Mobile Home/Manufactured
Dwelling Parks, Multi-Unit Development, and singularly owned commercial and industrial
developments of sufficient size to permit interior circulation.
B. Private street improvements must meet the driveway standards in Section 4.2-120C and must
be constructed as specified in the City’s Engineering Design Standards and Procedures Manual
and in the Development & Public Works Standard Construction Specifications. Construction
specifications for private streets shall be the same as for public streets.
EXCEPTION: During the Site Plan Review, Partition or Subdivision processes involving private
streets, the Public Works Director may allow alternative construction materials and methods to
be used.
CB. The Approval Authority shall require a Homeowner's Agreement or other legal assurances
acceptable to the City Attorney for the continued maintenance of private streets.
Explanation: The City Council Alternative is to update the Private Streets section to reflect City practices
of applying the driveway standards for Mobile Home/Manufactured Dwelling Parks, Multi-Unit
Development, and singularly owned commercial and industrial developments. By removing “construction
specifications for private streets shall be the same as for public streets” more flexibility and lower cost
site circulation options are available for developers to use.
Attachment 1, Page 14 of 18
Council Alternatives for Public Hearing 9/26/2019
Springfield Transportation System Plan Implementation Project
Council Alternatives for Public Hearing – City of Springfield TSP Implementation Project Page 15
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system-plan/
SDC 4.6-110G Motor Vehicle On-Street Parking Reduction:
Replace Planning Commission recommended SDC 4.6-110G with language below:
G. When paved on-street parking is available directly abutting the property and there
are no adopted plans to remove the on-street parking, parking spaces in a public right-
of-way directly abutting the development area may be counted as fulfilling a part of the
parking requirements for a development as follows: For each 18 feet of available on-
street parking, there will be ½ spaced credit toward the required amount of off-street
parking spaces. The developer is responsible for marking any on-street spaces.
Explanation: The City Council Alternative is to further clarify meaning of the Planning Commission
Recommendation’s text (“When on-street parking is planned and provided, parking…”) and mirror the
language already adopted in the Accessory Dwelling Units (ADU) Development Standards section of the
Code (SDC 5.5-125).
Attachment 1, Page 15 of 18
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Springfield Transportation System Plan Implementation Project
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SDC 4.6-110M-N Motor Vehicle Parking Right-Sizing & Table 4.6-2 Motor Vehicle Parking
Space Requirements:
Revision: Alternate standards that allow a developer to “right size” their parking requirements were
removed from footnotes to Table 4.6-2 and added to section 4.6-110. Code language revisions were
made to clarify the meaning of “substantial evidence” and how to apply the Institute of Transportation
Engineers Parking Manual for the parking minimum. Table 4.6-2 has been simplified, including removing
the footnotes and cross-referencing the two sections of the motor vehicle parking code (SDC 4.6-110
and SDC 4.6-125) that relate. The following list summarizes the primary changes made to Table 4.6-2 to
simplify the table. Instead of highlighting the full table in green highlight, the table title is shown in
green to indicate a new version of the table, but the text within the table is shown in plain text for
legibility given the number of revisions made.
1. Separated uses by use category: Residential, Commercial/Industrial, Public and Institutional, etc.
This helps the table be easier to read and is more user-friendly.
2. Removed or combined some uses to simplify table.
a. Combined “Youth Hostels” use with “Hotel/motel” use category.
b. Removed “quads or quints” dwelling types. Combined with multi-family use.
c. Combined “Retail sales”, etc. with “Shopping Centers and malls”.
d. Removed some uses such as “Secondary industrial uses” and “Cluster subdivisions”.
3. Reformatted and separated some uses for simplicity, ease of use, and clarity.
a. Reformatted industrial manufacturing uses to make clearer and simpler.
b. Separated Boarding and rooming houses from Bed and breakfast and hotel uses due to
different requirement.
4. Added an “Unspecified use” under “Miscellaneous” to provide for flexibility.
5. Changed the Manufacturing and assembly industrial use requirement from 1 space for every
500 gross square feet to 1 space for every 1000 gross square feet to better align with ITE Parking
Generation manual.
Attachment 1, Page 16 of 18
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Springfield Transportation System Plan Implementation Project
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4.6-110 Motor Vehicle Parking—General
* * *
M. Right Size Parking Alternative – Minimum. The Approval Authority may authorize an
alternative parking standard that is less than the minimum off-street parking standard in Section
4.6-125, including reductions in excess of the cumulative maximum reduction specified in
Section 4.6-110.K. above. The alternative parking standard must be one of the following:
1. The average peak period parking demand identified for the use in the current version of
the Institute of Transportation Engineers (ITE) Parking Manual, for the day(s) of the week with
the highest parking demand; or
2. The peak parking demand identified by the applicant and supported by information that
a reasonable person would rely upon as determined by the Approval Authority. This
information may include, but is not limited to, transportation demand management or a parking
study for a similar development.
N. Right Size Parking Alternative – Maximum. The Approval Authority may authorize an
alternative parking standard that is more than 125% of the minimum off-street parking standard
in Section 4.6-125. The alternative parking standard must be the peak parking demand
identified by a parking generation study conducted according to the ITE Manual of
Transportation Engineering Studies and prepared by a licensed engineer.
4.6-125 Vehicle Parking—Parking Space Requirements
A. The following parking standards have been established Table 4.6-2 establishes minimum off-
street parking standards according to use, which and apply to that use in any zoning district.
B. The minimum parking standard for any use not specified in Table 4.6-2 is the average peak
period parking demand identified for that use in the current version of the ITE Parking Manual,
for the day(s) of the week with the highest parking demand.
C. The maximum off-street parking standard for any use that is not a residential use is 125 percent
of the minimum off-street parking standard. There is no maximum off-street parking standard
for residential uses.
D. Parking standards established in Table 4.6-2 may be modified as provided in Section 4.6-110.
Attachment 1, Page 17 of 18
Council Alternatives for Public Hearing 9/26/2019
Springfield Transportation System Plan Implementation Project
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system-plan/
REVISED Draft Table 4.6-2
Use Minimum Parking Standard
Residential Uses
Single family (attached and detached) and duplex
dwellings
1 space for each dwelling when paved on street parking
is available directly abutting the property and there are
no adopted plans to remove the on-street parking.
2 spaces for each dwelling when no paved on street
parking in available directly abutting the property or
when the existing on street parking is planned to be
removed as part of an adopted plan.
Multi family dwellings 1 space for each dwelling unit
Group care facilities 0.25 space for each bedroom or dwelling unit plus 1 per
full time employee on the busiest shift.
Boarding and rooming houses (see SDC 4.7-215) One-half of an additional parking space for each
boarding room in addition to any parking for a primary
use.
Commercial/Industrial Uses
Child care center 1 space for each 350 square feet of gross area, plus one
drop off space for each 700 square feet of gross floor
area.
Hotel/motel or bed and breakfast facilities 1 space plus 1 space for each guest room
Eating and drinking establishments 1 space for each 100 square feet of gross floor area.
Retail trade and services (including shopping centers) 1 space for every 300 square feet of gross floor area.
Manufacture and assembly, and other primary
industrial uses. Includes warehousing.
1 space for each 1000 square feet of gross floor area
Warehouse commercial sales (including bulky
merchandise)
1 space for each 600 square feet of gross floor area.
Public and Institutional Uses
Educational facilities 2 space for each classroom, plus 1 for each 100 square
feet of the largest public assembly area.
Public utility facility None, unless utility vehicles will be parked overnight.
Recreational facilities, and religious, social and public
institutions
1 space for each 100 square feet of floor area in the
primary assembly area and 1 for each 200 square feet of
gross floor area for the remainder of the building.
Transportation facilities 1 space for each 300 square feet of gross floor area not
including vehicle storage areas.
Explanation: The City Council Alternative is to further simplify and clarify the parking table and provide
for more flexibility with right sizing parking to meet the needs of development in Springfield in
implementing TSP Policy 2.7 Action 1. The Council Alternative also explains what the “substantial
evidence” language from the Planning Commission’s Recommendation means in simpler terms.
Attachment 1, Page 18 of 18