HomeMy WebLinkAboutApplication APPLICANT 6/11/2021PIERCE PARK SITE
IMPROVEMENTS
Land Use Applications for a
New Neighborhood Park
Submitted by:
�� Willamalane Park and Recreation District
e4 250 South 32 Street
l
Springfield, OR 97478
June 8, 2021
Pierce Park Site Improvements
Narrative
1.0 Introduction
Willamalane Park and Recreation District has owned the two parcels that make up the Pierce property
since the early 1990's. Since that time, the land has remained undeveloped, with casual use for
recreation by residents in the adjacent neighborhood. With the development of the Marcola Meadows
subdivision immediately to the south of the Fierce property, comes an opportunity and a need to improve
the space and create an attractive and active space in the form of a new neighborhood park.
1.1 Applicant's request
As advised by City planning staff during the Development Issues Meeting, Willamalane requests approval
of the project through Site Plan Review, Discretionary Use, and Drinking Water Protection Overlay District
Development applications. These are included with this document.
1.2 Existing Use
The park currently has no improvements. It is rough grass, with trees and shrubs on the north property
boundary. The site is predominantly flat with a storm water swale at the far south west comer of the site.
The park borders the EWEB pathway which runs along the south boundary of the property. Willamalane
currently has a maintenance agreement with EWEB for the pathway. South of the EWEB path is the new
Marcola Meadows development, currently under construction. Access to the park will be via new
connections from this development, from Otto Street to the west, from the EWEB path, and outside of
school hours, from Briggs Middle School property. Residential properties exist to the west of the park in
Otto Street, and to the north of the eastern parcel with properties that are accessed from Yolanda
Avenue.
1.3 Land Use Requirements and Environmental Constraints
The western parcel (tax lot 2300) is zoned and designated as Public Land and Open Space (PLO), to
which the proposed used complies with city zoning requirements. The eastern parcel (tax lot 1500) is
zoned as Medium Density Residential (MDR), which generates the application to the city for Discretionary
Use.
The site is within the 1 -year TOTZ for the Pierce Wellhead, and a Drinking Water Protection Overlay
District Development Application is submitted. The site is entirely outside of the 500 year floodplain
according to the FEMA Floodplain crap. No wetlands are located on site according to Springfield's Loral
Wetland Inventory, or Water Quality Limited Watercourses.
According to the Natural Resources Conservation Service website crapping services, the existing soil types
are predominantly Salem gravelly silt loam (NRCS soil #118) with a small area of Malabon-urban land
complex (NRCS soil #76), which are generally well draining soils. Coupled with site observations by
Branch Engineering, good infiltration of storm water is expected. Overflow storm water from Marccla
Meadows development will be directed towards the existing swale in the western part of Fierce Park. No
changes to this swale are proposed with the exception of some very limited fill on the eastern side of the
swale to allow pedestrian pathways between the development and the new park to align.
1.4 Pr000sed Develooment
The western parcel will be the focus of most site improvements. A concrete loop path will allow access
to/from the park and the new playground. The playground will include play equipment for age groups 2
to 5 and 5 to 12, in separate spaces. Play elements will include spinners, climbing structures, slides and
swings, and equipment will be selected from a manufacturer certified by the International Play Equipment
Manufacturers Association (IPEMA) and installed by a certified playground installer. New sidewalks and
sitting areas will surround the playground, with benches, picnic tables, and other site furnishings
provided. A concrete basketball play area will be provided also. The safety surface at the playground will
be artificial turf over foam matting, which provides a permeable surface. The approximate area of the
playground including adjacent paving and picnic shelter is 12,000 square feet. All paved areas, play and
site features will be installed to Americans with Disabilities Act standards.
A small number of existing trees may need to be removed to accommodate the proposals. Additionally,
the understory vegetation, which is largely invasive blackberry and other shrubs, and possibly some scraII
trees will be removed to allow installation of a new fence along the property line between Fierce Park and
the school district property, and to allay security concems related to illegal ramping in this area. The
current fence is currently four feet north of the property line. Vegetation on the property line between
Recce Park and the residences on the eastern parcel will be retained as is. Grading is limited to
excavation needed for installation of the playground and paving; excess soil will be used to create small
berms adjacent to the play area.
Landscaping and irrigation are included in the improvement proposal, with a new underground irrigation
system installed, and shrub beds bordering sitting areas. A new connection for potable water to the site
is planned, for use with the drinking fountain and irrigation. Trees will be primarily deciduous shade and
Flowering trees, with some conifers.
Willacralane is also proposing to include a bicycle playground at the property. Conceptual design images
are included with this application from consultant designer American Ramp Company. The majority of this
playground will be located on the eastern parcel, with bike skills elements that are intended to appeal to
varying age groups, up to early teens. There will also be some bike play elements located closer to the
traditional playground, which are intended to appeal to younger age groups, and where adult supervision
will be easier.
The bicycle playground has been designed to be a local, neighborhood facility rather than an element to
which a wider population may be attracted. Willamalane staff are aware that no parking lot is available
for this park due to its location, and do not wish to encourage excessive on -street parking on existing or
new streets, by making the park more attractive than it needs to be. Typically, neighborhood parks do
not include parking lots as this type of park is intended to serve residents within a half mile radius, which
is deemed walkable or accessible by bike. The EWEB path, particularly, provides excellent access to the
park by foot, and a safe, easy route to the park for young people to ride to the bike playground without
needing assistance from adults in cars. The bike playground may be constructed as a second phase of
the park development, depending on available funds.
Willamalane will not be renting out the proposed picnic shelter for events, or allowing anything
resembling competitive events at the bike playground. This is with the intention of not promoting
potential vehicle transportation to the park. This is typical of most of our neighborhood parks, where the
majority of park visitors walk or bike, but it is understood a limited number may drive, but not be a
nuisance with regard to parking on neighborhood streets.
1.5 Utilities
Willamalane is in the process of securing design services and cost quotes from Springfield Utility Board to
provide service for water and power to the site. Approximately one-third of the new park site will be
irrigated and a drinking fountain will be provided. Electrical needs are limited to provision for two light
poles at the park. Both of these connections will be established on Willamalane property in Otto Street.
No storm water connections are proposed. Impervious areas of sidewalk will be directed to drain to
adjacent landscaped areas, with grassy swales constructed as needed to accommodate run-off from
larger areas of paving at the picnic shelter and basketball court.
No restroonrs or other enclosed buildings will be constructed at the park, and no connection to sanitary
sewer is proposed. A porta-potty may be placed on site during summer months if the park is selected for
Willamalane's summer playground program.
1.6 Proiect Obiective
The project objective is to implement Action 1.1 of Willarralane's 2012 Comprehensive Plan, which is to
"work with SPS to develop and implement a school/lark nester plan for the Recce property and adjacent Briggs and
Yolanda school grounds that provides for coordinated development and optirrizes outdoor recreation opporWni0es".
Also, to implement Action 1.2 which states "work with the city and future developer to coordinate park
planning with the adjacent Mamola Meadows development and see opportunities to expand Recce Park.
The proposed park can provide new recreational experiences, and a chance for the park to become a
central community gathering place where children can be more active, and learn through the play
experience. Physical connections to Briggs Middle School are proposed, and once the park is established,
Willamalane and SPS can look at additional opportunities to use the park for learning opportunities.
Willamalane is currently working with the Marcola Meadows developer, coordinating construction
opportunities, siting the main part of the new playground adjacent to the open space in the north of the
development, and connecting to pedestrian links proposed for the development.
1.7 Springfield Development Code (SDC) Review Criteria
To approve the proposed application, it must be found that the request complies with the applicable
criteria as outlined in the SDC. Approval of the land use applications is contingent upon an applicant
demonstrating that the subject proposal is consistent with the SDC chapter 4 development standards,
chapter 4 discretionary use criteria, and chapter 3 drinking water protection requirements.
To facilitate a review of Willamalane's proposal for Fierce park, this narrative addresses those sections of
the SDC that are deemed relevant to the application. Only the criteria to which a response is deemed
necessary has been included in the following paragraphs for the three different land use applications.
1.8 Site Plan Review application
Willamalane's response to the SDC sections deemed applicable is as follows:
3.1-215 Base Zone Development Standards
The eastern parcel of the park meets/exceeds the minimum lot size of 4500 s.f. The parcel does not
have means of accessing street frontage. No buildings are present with regard to setbacks.
3.2-71S Base Zone Development Standards
At less than 1%, the western parcel of the park meets the requirements for maximum 65% of the
development area to be parking, driveways and structures. Over 85% of the park will be landscaped. The
picnic shelter is the only element on site that could be regarded as a building, and is outside of all
required setbacks, and at 11'-3" height it meets any requirements in that regard.
4.2-120 Site Access and Driveways
A. Site Access and Driveways—General.
1. All developed lots/parcels are entitled to one approved driveway access
provided by either direct access to a:
a. Public street or alley along thefrontage of the property
The Pierce park property has an existing gravel driveway from Otto Street. No changes to this access or
any additional vehicular access is proposed from this location.
4.2-135 Sidewalks
C. Concrete sidewalks must be provided according to Section 4.2-10S.C, Table 4.2-1, and
the following criteria:
Sidewalks must conform to the existing or planned street grades.
Sidewalks must conform to current ADA standards.
3. Sidewalks must be separated from the curb by the planting strip, except when
necessaryfor connectivity, safety, or to comply with street design requirements, and
subject to approval by the Director.
4. New sidewalk width and type must be consistent with existing sidewalk design
in the some block, but must physically transition to comply with current sidewalk
standards as determined by the Director. When replacing damaged sidewalk, new
sidewalk must be located in the some position as the existing sidewalk.
S. Facilities including, but not limited to, mail boxes, water meters, valves,
junction boxes, manholes, utility poles, trees, benches, fire hydrants, signs, and bus
stops must not be located within the sidewalk, and must be removed or relocated prior
to the construction or reconstruction of the sidewalk, unless otherwise approved by
the City Engineer. If facilities remain, there must be at least S feet of unobstructed
width on arterial class streets and 4 feet on all other streets.
The Pierce park property abuts existing sidewalk for approximately 80 linear feet. This sidewalk will be
repaired as required to ensure it is compliant with ADA standards. New connections to public utilities for
water and power will be established at the property at the end of Otto Street. Junction boxes and vaults
will be installed in the planter strip or on Willamalane property in coordination with Springfield Utility
Board.
4.2-140 Street Trees
A. New Street Trees. New street trees shall be at least 2 inches in caliper. New street trees shall be
selected from the City Street Tree List and installed as specified in the City's Engineering Design
Standards and Procedures Manual. The Director shall determine which species are permitted or
prohibited street trees.
One new street tree will be planted in the planter strip in Otto Street. See landscape Plan 11.00.
4.2-145 Lighting Standards
Lighting design and placement for streets, paths, and access ways must conform to the following
design standards and the Development & Public Works Standard Construction Specifications:
C. Design Standards.
1. Lighting must comply with Illuminating Engineering Society, American National
Standards Practice for Roadway Lighting—RP-8-14 and applicable National Electrical
Safety Code (NESC) and National Electrical Code (NEC) standards.
No lighting for public streets, paths or access ways are proposed. However, two light poles will be
installed in the park to comply with the above codes and practices.
4.2-150 Multi -use Paths
A. Development abutting an existing or proposed multi -use path identified in the
Springfield Transportation System Plan (including the Conceptual Street Map), City -adopted
bicycle and pedestrian plan, or the adopted Willamalane Park and Recreation District
Comprehensive Plan must include provisions for the extension of the multi -use path through
the development area by the dedication of public easements or rights -of --way. The developer
bean the cost of multi -use path improvements.
The park is adjacent to the existing EWEB path which is used by pedestrians and cyclists. No changes to
the path are proposed and the path does not enter the park. Paved connections from the park to the
EWEB path are proposed, which will also connect to the Marcola Meadows development to the south. See
Site Plan C2.00.
43110 Stormwater Management
C. A stormwater management system shall accommodate potential runoff from its entire
upstream drainage area, whether inside or outside of the development. The Public Works
Director shall determine the necessary size of the facility, based on adopted Public Facility
Plans and Stormwater Facility Master Plans. The developer shall pay a proportional share of
the cost according to adopted City Council policy.
The existing swale at the western end of the site accommodates potential overflow Stormwater from the
Marcola Meadows development via a pipe under the EWEB path, before draining into the City stormwater
system. With the exception of some minor grading to accommodate new sidewalks, this swale will be left
intact. No run off from the Pierce Park site will be directed to this swale.
D. Runoff from a development shall be directed to an approved stormwater management
system with sufficient capacity to accept the discharge. Where the Public Works Director
determines that the additional runoff resulting from the development will overload an
existing stormwater management system, the Approval Authority shall withhold Development
Approval until provisions, consistent with the Engineering Design Standards and
Procedures Manual, have been made to correct or mitigate this condition.
The majority of Stormwater in Pierce Park will be directed to run off into adjacent landscape areas of
grass or shrubs. The larger impervious surfaces such as at the picnic shelter and basketball court will be
directed into grassy swales consistent with the City Engineering Design Standards and
Procedures Manual. See sheet C4.00
4.3120 Utility Provider Coordination
A. All utility providers shall be responsible for coordinating utility installations with the
City and the developer through the Development Review Committee or by separate written
correspondence.
B. The developer shall be responsible for the design, installation and cost of utility lines
and facilities to the satisfaction of the utility provider.
Willamalane is coordinating with SUB with regard to provision of service for water and power to the park
site. Al utilities will be placed underground.
4.3-130 Water Service and Fire Protection
A. Each development area shall be provided with a water system having sufficiently sized
mains and lesser lines to furnish an adequate water supply to the development with sufficient
access for maintenance.
Water service will be established to the site by SUB to provide water for landscape irrigation and for a
public drinking fountain. No fire hydrants are being provided as part of the site improvements. No
buildings requiring fire protection or access are proposed. The picnic shelter will be an open all metal
structure with metal tables.
4.4-105 Landscaping
A. These regulations ensure that new development complies with the landscaping
provisions of this Code and any applicable Refinement Plans, Plan Districts, Master Plans, and
Conceptual Development Plans, is adequately screened from less intensive development,-
considers
evelopment;considers the effects of vegetation on public facilities, retains significant clusters of natural
trees and shrubs wherever possible, minimizes run-off- facilitates energy conservation and
crime prevention, and improves the appearance of the City to create a desirable place to live
and work.
As a proposed new park for the city of Springfield, Willamalane's intention is for the site to be an
attractive, welcoming place for the neighborhood to gather and recreate. Many shade, flowering and
coniferous trees will be planted. Some new lawn will be planted and irrigated but some areas of existing
vegetation will be left and managed for natural resource promotion, and to minimize the need for
irrigation and mowing. Areas of ornamental shrubs will be planted to provide color and interest to the
playground area. The park landscape design is intended to be simple but to provide a traditional park
feel, once vegetation has matured.
B. Three types of landscaping may be required -
1. Landscaping standards for private property as specified in this Section and
other Sections of this Code.
Street trees in the public right -of --way as specified in Section 4.2-140.
Curbside planter strips in the public right-of-way as specified in Section 4.2-135.
An additional street tree will be planted in the landscape strip in Otto Street, and the currently
unimproved landscape strip will be seeded and irrigated.
D. Unless otherwise specified in this Code, the following areas of a lot/parcel shall be
landscaped:
1. All required setback areas and any additional planting areas as specified in the
appropriate zoning district.
E At least 65 percent of each required planting area shall be covered with living plant
materials within S years of the date of installation. The living plant materials shall be
distributed throughout the required planting area. The planting acceptable per 1,000 square
feet of required planting area is as follows:
1. As a minimum, 2 trees not less than 6 feet in height that are at least 2 inches in
caliper (at the time of planting, not including root ball), and
Ten shrubs, S gallons or larger.
3. Lawn and/or groundcover may be substituted for trees or shrubbery,unless
required for screening when there are adequate provisions for ongoing maintenance
Over 85% of the park will be landscaped with either existing trees, grass or other vegetation, as well as
proposed new shrub beds, approximately 54,000 square feet of newly seeded lawn, and (59) new trees.
Deciduous and flowering trees will be specified as 2" caliper, and evergreen trees as 6'to 7' height.
G. All new required planting areas shall be provided with a permanent underground
irrigation system unless where planted with native species or plant communities, or as may be
exempted by the Director.
A permanent underground irrigation system will be provided for all areas of new lawn, shrub planting
beds and new trees. Areas of existing rough grass and natural vegetation will not be irrigated.
Planting Installation Standards.
1. The applicant shall provide methods for the protection of existing plant
material, which will remain through the construction process. The plants to be saved
and the method of protection shall be noted on the Planting Plan.
2. Existing trees to be retained on private property shall not have construction
occur within the drip line, unless a landscape architect certifies that affected trees will
have at least a 90 percent chance of survival over a 5 -year period. Trees to be saved
shall be kept freefrom trunk abrasion.
Most existing trees in the park will be retained and protected with construction fencing at the drip
line. Several trees and the understory vegetation along the property line between Recce Park and the
school district property, which is largely invasive blackberry and other shrubs, will be removed to allow
installation of a new fence, as the existing fence is four feet north of the property line. Removal of the
understory will help to minimize illegal camping in this area also. See Demolition Ran C1.00 and
Landscape Plan 11.00. Vegetation on the property line between Pierce Park and the residences on the
eastern parcel will be retained as is.
3. The Planting Plan maybe required to include specifications for topsoil, including
depth and organic matter requirements, to ensure the health and vitality of required
planting. Where planting areas have been excavated, the Planting Plan shall provide
for the replacement of topsoil. All waste material shall be removed from required
planting areas prior to the application of topsoil.
18 inches of topsoil shall be provided at all shrub planters. The preference is for existing topsoil free of
imported weed sources to be re -used, ameliorated with locally available compost.
4.4-115 Fences
A. General.
1. In any zoning, overlay or plan district not specifically listed in Table 4.4-1, fence
standards shall be determined based upon the use, for example a commercial use in
the Mixed Use Commercial District shall comply with fence standards for the
commercial districts in Table 4.4-1.
A 6' height chain link fence is proposed to replace the existing post and wire fence on the property line
between Pierce Park and Briggs Middle School. The fence will include a gate that will have controlled
access by the school on a timer.
4.5-110 Illumination and Height
A. On-site lighting shall be the minimum illumination necessaryfora given application
including parking areas and vehicle sales areas. All exterior light fixtures shall be shielded or
recessed so that direct glare and reflection are contained within the boundaries of the
property, and directed downward and away from abutting properties; public rightsof-way;
and riparian, wetlands and other protected areas identified in this Code on the some property.
B. Height.
1. The height of a free standing exterior light fixture shall not exceed 25 feet or
the height of the principal permitted structure, whichever is less. In this case, height is
measured as the vertical distance between the paved surface and the bottom of the
light fwture.
EXCEPTIONS:
b. The height of a free standing exterior light fixture within 50 feet of any
residential district and riparian, wetlands and other similarly protected areas
shall not exceed I2 feet.
Two light poles are proposed for the park, located near one of the park entrances from the EWEB path,
and at the picnic shelter. These are not intended for people to be able to use the park at night, but to
dissuade illicit use of the park, and to allow law enforcement to view the main area of the park during
hours of darkness. The lights will be on a control device that will allow dimming or turning off lights at
certain hours. The lights are not within 50 feet of a residential district. Refer to the lighting cut sheets
attached to this document.
4.6110 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 4.6125, including reductions in excess of the cumulative maximum reduction specified
in Section 4.6110.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.
The ITE Parking Manual does not include information for neighborhood parks. Performing a parking study
for a neighborhood park would be difficult as without parking lots associated with these kinds of parks
being present, it would be almost impossible to ascertain how park visitors arrived, and if they did arrive
by car, in which part of the neighborhood they may have parked. Additionally, neighborhood parks are
typically provided for those living within half a mile of the park, and would normally be expected to travel
by non -motorized means. Public consultation took place with respect to the Pierce Park project in Fall of
2020. This took the form of an online public meeting, outreach through social media, and a survey on
Willarralane's website soliciting comments on the park concepts that had been prepared. The park
proposals were well received with no negative comments regarding a bike play facility. Only 12% of the
90 respondents indicated they would drive to the park.
It is understood that the city may have concerns over the bike playground element that is included in the
proposal for Fierce Park. However, Willarralane staff feel that the presence of the EWEB path directly
next to the park, provides an excellent way for children to travel to the park independently and safely,
without the generation of additional vehicle traffic that might otherwise be required for a parent or
caregiver to facilitate access to the park. All new developments in Willarralane's parks usually generate
higher visitor use when they first open, so some parking in neighborhood streets such as Otto Street or
W Street in Marcola Meadows could be expected in the beginning. However, visitor use usually diminishes
from the numbers first witnessed fairly soon after a new park is opened.
Additionally, the bike play elements have been designed to appeal to younger riders, so the possibility of
older, car driving visitors using the bike playground is negated, and the likelihood of the bike playground
being accessed by children who would nide independently along the EWEB path is increased.
American Ramp Company have advised that provision of these kinds of bike facilities without associated
parking is not uncommon. Examples of such bike parks they have designed include:
Blue River Bike Park, Breckenridge, CO. Parking on neighborhood streets, with access along a
paved multi -use trails along the Blue River.
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Additionally, Stone Creek Park in Bend, OR is a 6 acre bicycle skills park that does not have a designated
parking lot. It relies on parking on neighborhood streets and a nearby public school for those that choose
to drive to the site.
4.6-125 Motor Vehicle Parking—Parking Space Requirements
F. Public Land and Open Space District. Motor vehicle parking standards shall be
determined based upon standards for similar uses in Table 4.6-2. Uses not listed shall require a
Parking Study.
Table 4.6-2 does not include minimum standards for parks. Refer to the response to 4.6-110 above for
further information regarding a parking study. No restroom or other buildings are proposed for the park
which would trigger parking requirements.
4.6-145 Bicycle Parking—Facility Design
A. Required bicycle parking spares and facilities must be a powder mated staple or
inverted -U rack as shown in Figure 4.6-9.
Bike racks locations are shown on Site Plan sheet C2.00. These will be standard inverted -U shape racks,
powder coated and attached to concrete paving. Racks will be installed to conform to minimum standards
of Figures 4.6-B and 4.6-C.
4.6150 Bicycle Parking—Facility Improvements
A. Bicycle Parking Location and Security.
1. Bicycle parking racks, shelters, or lockers must be securely anchored to the
ground or to a structure.
Bike racks will be surface mounted to concrete paving.
7. Bicycle parking and bicycle racks must be located to avoid conflict with
pedestrian movement and access. Direct access from bicycle parking spaces to the
public right -of --way must be provided by at -grade or ramp access. Pedestrian access
must be provided from the bicycle parking area to the building entrance. Bicycle
parking may be located in the public sidewalk or rightrof-way where there is a
minimum S feet between the parked bicycle and the storefront and does not conflict
with pedestrian accessibility.
Bike racks will be located on concrete pads adjacent to sidewalks so as to avoid conflict with pedestrian
movement.
4.6155 Bicycle Parking—Number of Spaces Required
B. The following parking standards have been established according to use and apply to
that use in any zoning district.
Table 4.63 Minimum Required Bicycle Parking Spaces (extract)
Parks and Playgrounds 8 per park or playground 1W% short-term
Eight bike racks are shown on Site Plan sheet C2.00 to accommodate sixteen bikes.
4.7-200 Public and Private Parks
Public parks shall be designated in the Metro Plan including the Willamalone Park and Recreation
District Comprehensive Plan or be approved in accordance with a Discretionary Use application as
specified in Section 5.3100.
B. Standards for Public and Private Parks in the PLO District
1. Primary access shall be on arterial or collector streets unless specified or
exempted elsewhere in this Section.
Recce Park is isolated from public streets with the exception of Otto Street at the western end of the
property. This is the only public street that provides direct access to the property. The park is included in
Willamalane's Comprehensive Plan, so should have already been reviewed with regard to compatibility
with surrounding uses. PLO allows parks within that designation; MDR zoning xray allow access from a
local street through the Discretionary Use review. Additionally, creation of a park within the MDR zone
would generate less vehicle trips than residential uses. Most of Willarralane's existing neighborhood parks
are accessible along local streets rather than arterial or collector streets.
2. Stadiums, swimming pools and other major noise generators within parks shall
be located at least 30 feet from residential property lines and screened by a noise
attenuating barrier.
No rrajor noise generators are included in the park proposals.
3. Community and regional parks shall be designated on a Park Facilities Plan
adopted by the City, or be approved in accordance with Type III review procedure
(Discretionary Use).
Pierce Park is not classified as a community or regional park.
4. A traffic impact and parking study shall be prepared by a Traffic Engineer and
approved by the City Engineer.
Refer to the response to 4.6-110 above for further information regarding a parking study.
4.7-203 Public Land and Open Space
A. Primary access shall be on arterial or collector streets except as provided or exempted
elsewhere in Section 3.2-700.
B. Stadiums, swimming pools and other major noise generators shall be located at least 30
feet from residential property lines and shall be screened by a noise attenuating barrier.
Refer to the response to 4.7-200 above for responses to these criteria.
1.9 Pierce Park Discretionary Use Application
Willamalane's response to the SDC sections deemed applicable is as follows:
5.9-11SReview
A. New Discretionary Uses are reviewed under Type III procedure. Typically, a
Discretionary Use application is reviewed concurrently with a Site Plan application. However,
upon request from the applicant, the Director may allow the Discretionary Use application to
be processed first.
5.9-120 Criteria
A Discretionary Use may be approved only if the Planning Commission or Hearings Official finds that
the proposal conforms to the Site Plan Review approval criteria specified in Section 5.17-125, where
applicable, and the following approval criteria:
A. The proposed use conforms with applicable:
Provisions of the Metro Plan;
The proposed use conforms to the Eugene -Springfield Metropolitan General Plan (updated June 2019) in
several ways. Approximately 32 percent of areas zoned residential are available for auxiliary uses, such as
streets, elementary and junior high schools, neighborhood parks, other public facilities, neighborhood
commercial services, and churches not actually shown on the Metro Plan Diagram. Such auxiliary uses
shall be allowed within residential designations if compatible with refinement plans, zoning ordinances,
and other local controls for allowed uses in residential neighborhoods.
Other statements in the Metro Plan that support the proposed use include:
• Corrhining educatonal faalites with local park and re neaton facilites pmvial=s tnancial benefits
to the schools while enhancing benefits to the community. Pierce Park will have a close
association with Briggs Middle School and a potential new school at the Marcola Meadows site.
• Provide a vamly ofparks and recreation fziczh k to serve the diverse needs oftbe community's
citzens. Pierce Park aims to provide recreational activities that appeal to a broad age group, with
different interests.
• Itis becoming mcnaasirgly difficult forlocal park ageneses to meet the demands and neem ofthe
communityforparks and recmaton faalites. The malorpmb/ems include areas developing
withoutparks andrecreabon facilites available far the msmisnh; Pierce Park will provide much
needed park for the new Marcola Meadows development which does include a park, as well as
the existing neighborhood.
• Close the gap between the curnentsupply ofpark and rermaton faalites and the projected
demand Pierce Park is a good sized neighborhood park, and will help to meet the increased
demand on such facilities from the Marcola Meadows development.
Parks and Recreation Facilities Element Policy H.2 states that localparks and recreation plans and
analyses shall be prepared by each jurisdiction and coordinated on a metmpoklan level The
park standards adopted by the applicable city and incorporated into the city's development code
shall Le usedin local developmentpmcesses. Rene Park is identified in Willarralane's 2012
Comprehensive Plan as an area for development as a park in conjunction with the Marcola
Meadows development, and in association with the school district to optimize outdoor recreation
opportunities.
Refinement plans;
The proposed use conforms to the Springfield 2030 Refinement Plan - Residential and Housing Element
in the following ways:
Policy H.14 states: to continue to update existing neighborhood rehnementplan polices and to
prepare new plans that enphasize the enhancoment ofresidential neighborhood identity,
impmved walkability and safety, and impmved canvenent amens to neighborhood services,
parks, schools and employment opportunities. Bence Park will add to the areas identity, and
become a hub between new and old neighborhoods. It will enhance the walkability of the area,
including adding an attractive element and destination along the EWEB path.
The results of the Springfield Residential Land and Housing Needs Analysis (RLHNA) indicate that
Springfield has an overall surplus ofnesidential land, buthas defials in the High Density
Residential and Parks and Open Spare categon ss. There is suf5aentbuildable land in
Springfield's UG3 designaled for low and ined5um density residential uses to meet the future
housing needs of the projected population. Recce Park will reduce the deficit for parks and open
space, and will impact medium density residential land which has a surplus of 76 gross acres
according to the RLNHA.
The Parks and Open Spare designation has a defeat of30O acres. This need does not nequirethe
City to expand the UGB for parks and open spare. The City has a surplus ofi5widable lands in the
low and medium density residential plan designations that can provide land for future parks
within those desigxtions, consistent with the objectives of the adopted Park and Recreation
Conprehensive Plan. A portion of the parks and open space need can also be met on
resmCnaally designated land that has constraints and therefore is not counted as buildable acres.
Pierce Park can help reduce the deficit of park acreage while reducing the surplus for MDR land.
Additionally, it may be regarded that the eastern parcel in Rene Park has access constraints that
limit the opportunities for residential development, as it has no property line that is adjacent to a
public street.
Plan District standards;
Refer to Site Plan Review responses for sections 3.2-215 and 3.2-715
Specific Development Standards in this Code;
Refer to Site Plan Review responses for sections 4.7-200.6, 4.7-203.
B. The site under consideration is suitable for the proposed use, considering:
1. The location, size, design and operating characteristics of the use (operating
characteristics include but are not limited to parking, traffic, noise, vibration,
emissions, light, glare, odor, dust, visibility, safety, and aesthetic considerations,
where applicable);
Refer to Site Plan Review responses for sections 4.1-120.A.1.a; 4.4-105.13, D, E, G; 4.4-115. A; 4.5-110;
4.6-110.M; 4.6-145.A; 4.6-150.A.1, 7; 4.6-155.13
2. Adequate and safe circulation exists for vehicular access to and from the
proposed site, and on-site circulation and emergency response as well as pedestrian,
bicycle and transit circulation;
The park borders Otto Street, which is the only direct access to the park from a public street. Emergency
access is available from this location and along the EWEB pathway. Pedestrian and bicycle circulation
within the park will be via the proposed concrete and gravel pathways.
3. The natural and physical features of the site, including but not limited to,
riparian areas, regulated wetlands, natural stormwater managemenVdrainage areas
and wooded areas shall be adequately considered in the project design; and
The site is generally flat and suitable for development as a neighborhood park, with few existing site
features. There are no riparian areas or regulated wetlands present. An existing stormwater swale exists
in the western parcel of the park, which will remain undeveloped with the exception of some minor
grading that is required to align sidewalks from the Marcola Meadows subdivision with those in the park.
What may be described as wooded areas exist on the northern boundary of the property. Willamalane
proposes to leave this area largely intact, although understory vegetation will need to be removed to
replace the fence at the boundary with Briggs Middle School. The vegetation on the boundary that
borders private residences at the eastern parcel will remain in its current condition.
The site is within the 1 -year Time of Travel Zone (TOTZ) for the potential Pierce wellhead. A separate
application is included with this document in relation to the TOTZ.
4. Adequate public facilities and services are available, including but not limited
to, utilities, streets, storm drainage facilities, sanitary sewer and other public
infrastructure.
No connections to existing utilities for stormwater or sanitary sewer are proposed. Refer to Site Plan
Review responses for sections 4.3-120, 4.3-130 regarding water and electrical utilities.
1.10 Drinldna Water Protection Overlay District Development Application
The park is within the 1 -year time of travel zone for the Fierce wellhead. This is a potential wellhead as
shown on the Wellhead Protection Areas crap by City of Springfield and SUB. The following sections of
the Springfield Development Code apply to the development of the site as a park.
33235 Standards for Hazardous Materials within Time of Travel Zones
Applications shall comply with the following standards. Where the following standards are more
restrictive than the standards of the Springfield Fire Code, the following standards apply:
A. Zero to One Year TOTZ Standards.
1. Within the zero to one year TOTZ, hazardous materials that pose a risk to
groundwater may be stored in aggregate quantities of no more than 500 gallons if in
original containers not exceeding S gallons* in size. Within that aggregated 500 -
gallon inventory, no more than 150 gallons of hazardous materials that pose a risk to
groundwater may be on the premises in opened containers for handling, treatment,
use production, or dispensing on site. Hazardous materials that pose a risk to
groundwater are allowed only upon compliance with containment and safety
standards specified by the most recent Fire Code adopted by the City.
*A waiver of the S -gallon maximum size may be given by the Director if the applicant
can demonstrate that a larger size container would pose less risk to the aquifer.
No hazardous materials that pose a risk to groundwater will be stored on site as part of the park
development proposals.
All new uses of Dense Non -Aqueous Phase Liquids (DNAPLs) are prohibited.
No DNAPIs will be used or stored on site as part of the park development proposals.
S. The following certain types of new facilities or changes in use and/or storage of
hazardous or other materials that pose a risk to groundwater are prohibited:
Fill materials containing hazardous materials;
The only fill material that may be brought on to site will be topsoil to meet ASTM D 5268, and therefore,
not contain hazardous materials.
S. Application of fertilizers containing nitrates are restricted to no more than the
amount recommended by the Lane County, Oregon State University Extension Service
for turf grass and are prohibited within 100 feet of a wellhead. In no event shall a
single application exceed one half pound per 1,000 square feet of area per single
application or a total yearly application of S pounds nitrogen fertilizer per 1,000
square feet.
Willamalane will abide by the restrictions on fertilizers containing nitrates with regard to any applications
Trade at Recce Park.
1.11 Attachments
The following attachments are provided in support of the Site Plan Review, Discretionary Use, and
Drinking Water Protection Overlay District Development applications.
A. Copy of the Deeds
B. Copy of Site Plans at 8.5'x 11"
C. Stormwater management Plan and Drainage Study (includes completed Scoping Sheet)
D. Ran Sets at 24'x36"
C0.00 Cover Sheet including vicinity plan
C1.00 Existing Conditions
C1.01 Existing Conditions
EC1 Erosion Control Notes
EC2 Erosion Control Ran
EC3 Erosion Control Details
C1.50 Demolition Plan
C2.00 Site Plan West
C2.01 Site Plan East
C2.02 Site Layout West
C2.03 Site Layout East
C2.50 Site Details
C2.51 Site Details
C2.52 Site Details
C3.00 Site Grading Ran West
C3.01 Site Grading Plan East
C4.00 Site Drainage and Utility Plan
C5.00 Electrical/Lighting Ran
11.00 Landscape Ran West
11.01 Landscape Ran East
11.50 Landscape Details
12.00 Irrigation Plan
L2.50 Irrigation Details
E. Bike Playground Plans
F. Lighting Specifications
G. Title Reports
H. Transit Facilities
Attachment A:
Copy of Deeds
Real Property Tax Lot Record k
Lane County Assessment and Taxation
P i t Dat Oct 22 2020
In preparation of these records, every effort has been made to offer the most current, correct, and clearly
expressed information possible. Nevertheless, inadvertent errors in information may occur. In particular but
without limiting anything here, Lane County disclaims any responsibility for typographical errors and accuracy
of this information. The information and data included on Lane County servers have been compiled by Lane
County staff from a variety of sources, and are subject to change without notice to the User. Lane County
makes no warranties or representations whatsoever regarding the quality, content, completeness, suitability,
adequacy, sequence, accuracy, or timeliness of such information and data.
The legal descriptions contained herein are for tax lot purposes only.
Included in this report:
1. A listing of documents affecting ownership and/or property boundary changes.
2. The scanned tax lot record image and any legal description changes made since
Map & Tax Lot 1702193301500 Current Parcel/Account Current TCA
Status Active 0113769 01900
Document # Type Date Effective Year Tax Lot Acres
Description Card ■ '
Comments:
of - OFFICIAL RECORD OF DESCRIPTIONS OF REAL PROPERTIES
cart, of 17_4 OFFICE OF COUNTY ASSESSOR UNE COUNTY, OREGON -
AERIAL PHOTO
LOO I OLDER
HO._
RECORD
IACHES
IEGAI DESCRI FTION DATE — D.— veev N .... R R A.....
F.T.L.R d"" o'b
�Bcginning at a poin ``4�v, the center of County
Road Nod. 753, 3470.24 ft, �wth and 1319.? ft. Fast
of the Idorthrrest corner 0the Felix Scott D.L.C. '-lo.
82 in P. l7 S, R.2. 11p `,1.1d%, Lane County, Oregon and
being 8 6 ft. South oo��`Cne Southeast corner of tract
of land conveyed by TiFt Travelers insurance Co. to
R. D. Kprcher by D�3 recorded at page 268 of volume
189, Lane County &ad Records, thence
!'.deet 180. Oft. to the true poinf begin-
ning; tence
I ,-
S.80°O1F 1d. 1161 ft. to a polxi on the Lest
line oflI that tract conveyed to Ralph 1. Pierce at ux,
as described and recorded in vol. Y, page 585 of
the Deed Ree rds of Lane Coq the c
IPorth 230.3 ft, to a poi�q thence
S. 88055' East 1320.6a�t!: to the true point
of tegicning. // ��Q\p`b�DS
Cont9aXr:ing more or less
r F. T. L. P. 0. (For ownership see Book 257
Page 587 in 191,:4)
(Beginning at a point S.0005EE. 3463.66 feet
and East' 9.9 feet from the NW corner of DLC #82 in
117S, R2T, ➢Sl, Lane County, Oregon, thence
I S.880551E. 1130 feet more or less to the billy
line of that parcel conveyed to the City of aigere by
Book 359, Page 285, thence
S.8000111W. 1161.00 feet more or less along sai
Westerly line to a point on the West line of that trac
conveyed 'to Ralph H. Pierce, at ua, as described and re
ed in Vold. 257, Page 585 of the Deed Records of Lane
County, 230.3 feet South of the A'W corner thereof, then
North 230.3 feet to the point of beginning.
Containing more a• less
j'Does not read as above OUt
..lnbludes all therein
Map Revision from Map 17-02-30-1600 for 1982.
1944
Em.
1993 de
257/587
3.48
9*
2.85
r
OFFICIAL RECORD OF DESCRIPTIONS OF REAL PROPERTIES
OFFICE OF COUNTY ASSESSOR LANE COUNtt, OREGON CODE
OlD NUMBER NO.
TOWNSKIP 8. I RANGE
LNo BLOCK
NO..
•E OE DEED RECORD
xUxxe
�1
LEGAL DESCRIPTION x .ncxaxlxc
_ I 1
Real Property Tax Lot Record k
Lane County Assessment and Taxation
P i t Dat Oct 22 2020
In preparation of these records, every effort has been made to offer the most current, correct, and clearly
expressed information possible. Nevertheless, inadvertent errors in information may occur. In particular but
without limiting anything here, Lane County disclaims any responsibility for typographical errors and accuracy
of this information. The information and data included on Lane County servers have been compiled by Lane
County staff from a variety of sources, and are subject to change without notice to the User. Lane County
makes no warranties or representations whatsoever regarding the quality, content, completeness, suitability,
adequacy, sequence, accuracy, or timeliness of such information and data.
The legal descriptions contained herein are for tax lot purposes only.
Included in this report:
1. A listing of documents affecting ownership and/or property boundary changes.
2. The scanned tax lot record image and any legal description changes made since
Map & Tax Lot 1703244402300 Current Parcel/Account Current TCA
Status Active 1495447 01900
Document # Type Date Effective Year Tax Lot Acres
Description Card '
Comments:
PARCEL RECORD - Cartographic Unit
201 495 447 Page 1 of 2
Coda Area
Township
17
Range
03
Sec4on
24
paPar
el NumWr
02300
Tylre
Number
Formerly part of 17 03 25 00 00900
Ma NumNbr
Special
History of Parcel
Tax Lot Number
lnterasl
Exceptions/Additions
Date of Entry/
Acquisition
Deed Record
Acres
Remaining
History of Parcel Prior to Re-mapping
y0(me
Page
PmNous Amounl Num0er
Prerioue Tas 101 Number
new parcel
1993 de
1809
9268749
2.86
Remarks
i ssbapaam <aBTI
/7-03-3�f-Gn 02300
After recording, return to: Until a change is requested,
mail all tax statements to:
0 HERSHNER, HUNTER, MOULTON, WILLAMALANE PARK AND
ANDREWS 6 NEILL RECREATION DISTRICT
C;2 180 East 11th Avenue 6100 Thurston Road
Eugene, Oregon 97401 cou,•
nts-Nv:-9nn 2 47h
202638
DBDICATION DEED 14'.i.21402!`;r'!:n - 10.70
ALLAN MILLAR PIERCE and JAMES L. �HERSHNER, as Co -Trustees
pursuant to the Last Will and Testament of Elizabeth C. Pierce,.
deceased, and pursuant to the Last Will and Testament of Ralph H.
Pierce, deceased, Grantors, convey to WILLAMALANE PARK AND
RECREATION DISTRICT Grantee, the real property escr a on he
a ac e - X 1 A. of
The true consideration for this conveyance is none. _
THIS INSTRUMENT WILL NOT ALLOW USE OF: THE PROPERTY DESCRIBED`;
IPI THIS INSTRUMENT IN VIOLATION -OF-:APPLICABLELAND' USELAWS AND
REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS .INSTRUMENT,: THE'.
PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK , WITH THE.'.- -
APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED
USES.
THE PROPERTY DESCRIBED IN- THIS -INSTRUMENT'HAY. NOT -BEWITHIN-,A•.:
FIRE PROTECTION DISTRICT PROTECTING' STRUCTURES -.2, TILE' PROPERTY�IS Ilil
SUBJECT TO LAND USE LAWS AND REGULATIONS WHICH,- IN FARM OR FOREST..--'
ZONES, MAY NOT AUTHORIZE CONSTRUCTION ORSITING OF ARESIDENCE.-
BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING.
FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR
COUNTY PLANNING DEPARTMENT TO VERIFY' APPROVED USES AND EXISTENCE OF,.
FIRE PROTECTION FOR STRUCTURES.+
TED this day of December, 1992. -'ti 7'.�.. 27t 19,00
XX
Ij
Al n H llar P erce, a James L. He sh er,Co-Trustee
Co -Trustee under the Last Will under the Last Will and
and Testament of Elizabeth C. Testament of Elizabeth C.
Pierce and Ralph H. Pierce, Pierce and Ralph M. Pierce,
both deceased both deceased, by William R.
Potter, his -::.attorney-in-fact
Page 1 --DEDICATION DEED,
9�68749
Beginning at the Northeast corner of LOCH LONOND TERRACE FIRST ADDITION as
platted and recorded in Bock.,4S_Page 20, Lane County Oregon Plat Records, in
Lane County, Oregon;./thence along the Northerly projection of the East lin.
of
said LOCH LOHOND TERRACE FIRST ADDITION, North DO- 02' 00" West 441.65 feet to
the most Northerly Northwest corner of that certain tract of land described
in Book 238, Page 464, Lane County Oregon Deed Records; thence along the North
line of said tract North 89° 58' 00" East 750.00 feet to the True Point of
Beginning; thence leaving said North line and running South 39° SS' 00" Fleet
123.00 feet; thence along the arc of a 46 fdot radius curve right (the chord
of which bears South 12° 06. 00" East 75.32 feet) a distance of BB.24 feet;
thence South 32° 17. 40' East 100.00 feet to a point on the North line of that
certain tract described in Book 359, Page 285, Lane County Oregon Deed
Records, thence along the North line of said tract North 790 42' 20" East
1786.5 feet, more or lees, to the intersection of said'North line and that
certain line described in a boundary line agreement recorded in Book 297, Page
228, Lane County Oregon Deed Records; thence along the line defining said
boundary line agreement North 89" 37' West 1140.6 feat, more or lees, to an
iron pipe marking the Western terminus of said boundary line agreement; thence
South 00° 02' 00" East 74.10 feet to the,Northeast corner of that certain
tract described in Book 238, Page 464, Lane County Oregon Deed Records; thence
along said North line South 89" 58. 00" West 575.80 feet to the True Point of
Beginning, all in Lane County, Oregon.
EXCEPT THAT PORTION CONTAINED IN TL 1500 on map 17 02 19 33.
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Site Plans at 8.5" x 11"
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Attachment C:
Scoping Sheet
Stormwater Management Plan and
.nFq PRpSc..
A1NE11
#52996PE
DIGITALLY SIGNED
OREGON
"/�1�RygG1 P
ERPIR ES: 12/31/21
HrGINEERING=
sine 19n
civil - transportation
structural - geotechnical
SURVEYING
www.BranchEng!neering.com
Drainage Study
Pierce Park Site Improvements
Branch Engineering Project #20-444
For
Willamalane Parks and
Recreation Dept.
250S 32nd Ave
Springfield, OR 97478
March 5, 2021
Contents Page No
1.0 Introduction............................................................................................................... 1
2.0 Existing conditions.................................................................................................1
2.1 Topography & Existing Drainage 1
2.2 Soils 1
3.0 Proposed Development......................................................................................... 1
4.0 Stormwater Management.....................................................................................2
4.1 Stormwater Summary 2
5.0 Conclusion..................................................................................................................2
Appendices
Appendix A
Appendix B
Appendix C
Description
Drainage And Utility Plan
SIM Form - Picnic Shelter
SIM Form - Basketball Court
NRCS Soils Data
Stormwater Scoping Sheet
Rede Park Site Improvements
March 5, 2021
LO INTRODUCTION
This Stormwater Management Plan (SWMP) has been prepared for the Pierce Park Improvements
located between Otto and 31" Street, just south of Briggs Middle School. The new park will
include walking paths, picnic shelter, basketball court and playground equipment and
other park amenities.
This report will display conformance to the City of Springfield requirements for stormwater
quality as well as infiltration of the runoff from all new impervious surfaces.
2.0 EXISTING CONDITIONS
2.1 TOPOGRAPHY & EXISTING DRAINAGE
The 5.7 -acre site is currently an undeveloped grassy field with a few trees. It generally slight
slopes to the north with elevations ranging between 465 & 467. The main existing site feature
is a wide natural Swale located on the southwest corner of the site. An 18" diameter pipe
outlets at the south end of the swale, and there is an inlet pipe at the north end that continues
to Otto Street. The proposed site improvements retain this stormwater feature, with no
additional drainage proposed to be directed to it.
2.2 SOILS
According to the Natural Conservation Service Website mapping services, the existing soil at
the site is Salem -Urban land complex (NRCS Soil #119), which is in Hydrologic Group B having
good capacity to transmit and infiltrate water, and depth to groundwater of greater than 6
feet.
3.0 PROPOSED DEVELOPMENT
This report is for the storm treatment and management resulting from the development of the
site to a public park. The primary impervious surfaces will be walking paths, a basketball court,
and a picnic shelter. The future grades and drainage patterns are expected to be similar to existing
in order to minimize earthwork operations.
The improvements are also dispersed around the site, which limits any significant concentrated
runoff.
Branch Engineering, Inc.
Pierce Park Site
Improvements March 5, 2021
4.0 STORMWATER MANAGEMENT
4.1 STORMWATER SUMMARY
The well -draining Salem soils at the site are expected to be able to effectively infiltrate runoff from
the proposed impervious surfaces. The sidewalk/path surfaces will sheet flow to the adjacent
landscaping, where it will be absorbed quickly without significant overland flow. The two larger
impervious surfaces proposed are the picnic shelter and the basketball court. Runoff from these
areas is proposed to be directed to an adjacent grassy swale/raingarden, where it will be retained.
Sizing for the grassy swales/raingarden has been established by using the Simplified Approach
from Eugene's Stormwater Manual.
The area required for the grassy swale/raingarden serving the basketball court area is 7808f.
Runoff from the picnic shelter requires a 208sf swale/raingarden. The raingardens will be
relatively shallow depressions with 18" of growing medium over a drain rock trench.
The proposed stormwater facilities are illustrated on the attached Drainage and Utility Plan.
5.0 CONCLUSION
The stormwater system for the Pierce Park Improvements has been designed in accordance with
the Qty of Springfield requirements for water quality and quantity by directing runoff from the
main impervious areas to grassy swales/raingardens. The well -drained soils on site will absorb
runoff from the proposed path areas without significant overland flow.
Branch Engineering, Inc.
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1 485
488
1 12
2
980
The proposed stormwater facilities are illustrated on the attached Drainage and Utility Plan.
5.0 CONCLUSION
The stormwater system for the Pierce Park Improvements has been designed in accordance with
the Qty of Springfield requirements for water quality and quantity by directing runoff from the
main impervious areas to grassy swales/raingardens. The well -drained soils on site will absorb
runoff from the proposed path areas without significant overland flow.
Branch Engineering, Inc.
APPENDIX A
Drainage And Utility Plan
SIM Form - Picnic Shelter
SIM Form - Basketball Court
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CONSTRUCTION NOTES:
1. ALL WORK WITHIN PUBLIC RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH THE CITY OF SPRINGFIELD PUBLIC WORKS
REQUIREMENTS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING REQUIRED PERMIT FOR WORK WITHIN RIGHT-OF-WAY.
KEY NOTES
OCONSTRUCT GRASSY SWALE WITH DRAIN ROCK TRENCH. SEE DETAIL 1, THIS SHEET.
NEW 2= WATER SERVICE WITH 1 1/2" WATER METER. COORDINATE SERVICE CONNECTION WITH
102 SPRINGFIELD UTTUTY BOARD.
1 1/2" RP BACKFLOW ASSEMBLY FOR IRRIGATION AND 3/4" RP BACKFLOW ASSEMBLY FOR FOUNTAIN -
103 SUPPLIED AND INSTALLED BY OWNER.
104 CONSTRUCT 3" SERVICE TO IRRIG47ION SYSTEM.
i21 CONSTRUCT 314 PIX WATERLINE TO DRINKING FOUNTAIN PER DETAIL 2, THIS SHEET. CAP ENDS AND
MARK WITH 2"X4" WOOD STAKE.
122 END WATER LINE.
►MAVOWNWIM
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN
INDEPENDENTLY VERIFIED BY THE OWNER OR OS REPRESENTATIVE THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATKNI OF
ALL EXISRNG UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH
MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES
THE CONTRACTOR SHALL CONTACT OREGON ONE -CALL AT (800) JJ2-2344 TO INDICATE EXISTING UTIU71ES AT LEAST 46 HOURS
PRIOR TO BEGINNING WORK THE CONTRACTOR SHALL TAKE PRECAUTIONARY MEASURES TO PROTECT THESE UTILITIES. THE
CONTRACTOR SHALL DO NO EXCAVATION UNTIL ALL UTILITY AGENCIES AND THE CITY HAVE BEEN NOTIFIED AND HAVE BEEN GIVEN
THE OPPORTUNITY TO MARK THEIR FACILITIES IN THE FIELD.
2. AT THE START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THE LOCATION, ELEVATION AND MATERIAL TIDE FOR ALL EXISTING
UNDERGROUND UTILITIES ON SITE ACROSS THE SITE AND AT THE INDIC47ED POINTS OF CONNECTION. IF THE EXISTING CONDITIONS
DIFFER FROM THAT SHOWN ON THE PIAN THE CONTRACTOR SHALL NOTIFY BRANCH ENGINEERING, INC. IMMEDIATELY.
3. SITE PLUMBING SHALL CONFORM TO THE MOST RECENT VERSION OF THE OREGON PLUMBING SPEC14LTY CODE AND
MANUFACTURER'S SPECIFICATIONS.
4. ALL WORK WITHIN PUBLIC RIGHT-OF-WAY SHALL BE PER CITY OF SPRINGFIELD PUBLIC WORKS REQUIREMENTS. CONTRACTOR
SK4LL OBTAIN CITY PERMITS FOR WORK WITHIN RIGHT-OF-WAY.
Drainage + Utility Plan 9 8
V HORIZONTAL SCALE I' = 40'-0'
LEGEND
"ICTIMr-`
i \ 499- —
EXISTING CONTOUR
®
WATER METER
— —WW— —
WASTEWATER PIPE
— -10" SD-
STORM PIPE
12'
(-GRASSY MIX. SEE
LANOSGIPE PLANS.
2' MIN. —1
DOA CCn
WATERLINE
— • — • — • — GRASS SWALE
GROWING18* 7M = NOR D'••i1
Y GRASSY SWALE SECTION
SCALE • N.T.S.
WITHIN OUTSIDE
PAVED AREA PAVED AREA
PAVING
STRUCTURE
3" MIN.
BEDDING
1
PIPE SIZE AND TYPE PER
PLANS
SUBGRADE
6" MIN.
COMPACTED
NATIVE
BACKFILL
MIN.
NOTE:
AT CONTRACTOR'S OPTION, MULTIPLE UTILITIES MAY BE LOCATED IN THE SAME
TRENCH. CONTRACTOR SHALL VERIFY AND COMPLY WITH LOCAL AND STATE
CODES ON UTILITY SEPARATION REQUIREMENTS. HORIZONTAL SEPARATION
BETWEEN JOINT TRENCH UTILITIES SHALL BE 12" OR GREATER.
�1 TYPICAL TRENCH SECTION
G SCALE: N.T.S.
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I REVISIONS I
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DIGITALLY SIGNED
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Drawn by. MD
Date: 03.03.21
Scale:AS SHOWN
SHEET NO:
C4.00
SIM FORM: 2014 (Simplified Approach for Stormwater Management)
Application Pierce Park Improvements
Bui l ding Permit#
Address Picnic Shelter Area Basin
Rain Garden
1600 sf x
Residential/Commercial
Tax Lot 17-03-24-44 TL 2300
(ameone)
NRCS Soil Type or
0.11
Measured Infiltraitor Rate Class B (Salem 119)
Sand Filter
Facility Sizing
0.11
Total Proposed New or Replaced Impervious Surface Area
Box 1
Impervious Area Reduction
Permeable Pavements sf
Impervious Area Managed
Eco -Roof sf
1600
Contained Planter sf
Tree Credit sf
(Box 4 must be equal or
Total Impervious Area ReductionBox2
F16]OBox3
Total lmpe rvious Area Requiri ng Stormwater M a nagemm ent
Overflow gutter ( lel�
(Bin S - Bin 2)
Facility Sizing for Water Quality Only
Surface Facilities Impervious Area Managed Sizing Factor
Faclity Surface Area
Rain Garden sf x 0.05 =
Stormwater Planter sf x 0.03 =
Swale sf x 0.06 =
Vegetated Filter Strip sf x 0.2 =
Sand Filter sf x 0.03 =
Facility Sizing for Water Quality and Flow Control
Surface Facilities Impervious Area Managed Sizing Factor Faclity Surface Area
Rain Garden sf x 0.11 =
Stormwater Planter sf x 0.07 =
Sand Filter sf x 0.07 =
F3cRAY Sizing for Water Qualitv. Flow Control and Flood Control *** Only for use in Tvoe A & B Sails
Surface Facilities
Impervious Area Managed
Sizing Factor
Faclity Surface Area
Rain Garden
1600 sf x
0.13
= 208
Stormwater Planter
sf x
0.11
=
Sand Filter
sf x
0.11
=
Sum of Total
Impervious Area Managed
1600
Bax 4
Point of Discharge (check one)
(Box 4 must be equal or
greater than Box 3)
Overflow gutter ( lel�
Overflow to publicstorm "tlraian n pipe
Overflow to Open Drainage
Subsurface Inf'litration
SIM FORM: 2014 (Simplified Approach for Stormwater Management)
Application Pierce Park Improvements Building Permit#
Address Basketball Court Area Basin
Tax Lot # 1 1-U3-24-44 I L 2300
NRCS Soil Type or
Measured Infiltiaiton Rate Class B (Salem 119)
Residential/Commercial
lance onel
Total Proposed New or Replaced Impervious Surface Area Box 1
Impervious Area Reduction
Permeable Pavements sf
Eco -Roof sf
Contained Planter sf
Tree Credit sf
Facility Sizing for Water Quality and Flow Control
Surface Facilities
Impervious Area Managed
Sizing Factor Facility Surface Area
Rain Garden
Total Impervious Area Reduction0
0.11 =
Stormwater Planter
Box2
:600]Bo:'
Total Impervious Area Requiring 5tormwater Management
Sand Filter
sf x
0.07 =
Sand Filter
sf x
0.11
BOX 1-se.31
Facility Sizing for Water Quality Only
Surface Facilities Impervious Area Managed
Sizing
Factor
Faclity Surface Area
Rain Garden sf
x
0.05 =
(Box 4 must be equal or
Stormwater Planter sf
x
0.03 =
greater than Rox 3)
Swale sf
x
0.06 =
Vegetated Filter Strip sf
x
0.2 =
Overflow to public storm or. tlrainpipe
Sand Filter sf
x
0.03 =
Facility Sizing for Water Quality and Flow Control
Surface Facilities
Impervious Area Managed
Sizing Factor Facility Surface Area
Rain Garden
sf x
0.11 =
Stormwater Planter
sf x
0.07 =
Sand Filter
sf x
0.07 =
Facility Sizing for Water Quality. Flow Control and Flood Control ... Only for use in Type A & B Soils
Surface Facilities
Impervious Area Managed
Sizing Factor
Faclity Surface Area
Rain Garden
6000 sf x
0.13
= 760
Stormwater Planter
sf x
0.11
=
Sand Filter
sf x
0.11
=
Sum of Total
Impervious Area Managed
6000
Box
Point of Discharge (check one(
(Box 4 must be equal or
greater than Rox 3)
Overflow to utter(
Overflow to public storm or. tlrainpipe
Overflow to Open Drainage
Subsurface Infiltration
APPENDIX B
NRCS Soils Data
Soil Map—Lane County Area, Oregon
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1;511 Natural Resources IM1Hb Sod Survey
ai Conservation Serme National Cooperative Soil Survey
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9
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NW2021
Page 1 of 3
Soil Map—Lane County Area, Oregon
_SD, Natural Resources web Sol Survey 3/32D21
alaill Conservation Service National Cooperative Sail Survey Page 2 of 3
MAP LEGEND
MAP INFORMATION
Area at Wake. tA09
Spoil Area
The sal surveys that comprise your AOI were mapped at
Areaalnteresr(AQII
Q
army Spa
1:20,090.
Soils
Very Sony SpaWaming:
Soil Map may not be valud al Mrs scale.
0
Soil Map Unit Polygons
9
VJrf S p a
Enlargement of maps bethe scale of mapping can cause
,.,.
Soil Map Unic Lines
md Sell of the etail of mapping and accuracy of soil
4
Other
line placement. The maps do not show the small areas of
Map Unit Points
contrasting soils that could have been shown at a more detailed
Special Line FeaturesSoil
Special
Point Features
scale.
Lg
Blowout
water Features
Streams and Canals
Please rely on the bar scale on each map sheet for map
®
Borrow Pit
measurements.
Trenspartatian
Clay Spot
Rails
Source of Map: Natural Resources Conservation Service
0
Closed Depresdan
Web Soil SurveyURL:
Interstate Highways
Coordinate System: web Mercator(EPSG:3B5])
Gravel Pit
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
Gravely Spa
Major Roads
projection, which preserves and shape but
schdistorts
and area, projection that preserves area, such as the
ion that
®
Landfill
Local Roads
Abersdistance
o
Albers equal-area conic projection, should be used if more
Lava Flow
accurate calculations of distance or area are req uired,
Background
aga
Marsh or swamp
.
Aerial Photography
This productis generated from the USDAgRCS tended data as
of Ne version date(s) listed below.
.�.
Mine or Query
Soil Survey Area: Lane County Area,
®
Miscellaneous Ydscer
un11,20M
Survey Area Data: Version 1l, Jun 11, 2020
®
Perennial VMmer
Sail map units are labeled (as space allows) for map scales
y,
Rock Outcrop
1:50,099 or larger.
A
Saline Spot
Dates) aerial images were photographed: Jun 12, 2019i
19, 2019
Sandy Spot
The odhophoto or other base map on which the soil lines were
Severely Eroded Spot
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
Sinkhole
shifting ofmap unit boundaries may be evident,
�p
Slide or Slip
Sodic Spot
_SD, Natural Resources web Sol Survey 3/32D21
alaill Conservation Service National Cooperative Sail Survey Page 2 of 3
Sal Map�ane Connty Area, Oregon
Map Unit Legend
LSM Nature Resources Web Soil Survey 3/3/2021
iMi Conservation Service National Cooperative Soil Survey Page 3 of3
Map Unit Symbd
Map Unit Name
Acres in AOI
Pescara of AOI
32
Caburgi ffian land cornplex
0.8
0.8%
75
Malabon sly day loam
0.0
0.0%
78
Malaboni ffian land cornplex
31.9
32.1%
100
Oxley gravelly sit loam
1.5
1.5%
118
Sell. gravely all loam
85.3
85.8%
Totals far Area of Interest
99.8
100.0%
LSM Nature Resources Web Soil Survey 3/3/2021
iMi Conservation Service National Cooperative Soil Survey Page 3 of3
Map Unit Description: Malabon-Urban land complex --lane Cmnty Area, Oregon
Lane County Area, Oregon
76—Malabon-Urban land complex
Map Unit Setting
National map unit symbol. 238t
Elevation. 300 to 650 feet
Mean annual precipitation: 40 to 60 inches
Mean annual air temperature: 52 to 54 degrees F
Frost -free period. 165 to 210 days
Farmland classification. Farm land of statewide importance
Map Unit Composition
Malabon and similar soils. 50 percent
Urban land. 45 percent
Estimates are based on observations, descriptions, and transects of
the mapunit.
Description of Malabon
Setting
Landform: Terraces
Landform position (three-dimensional): Tread
Down-slope shape: Linear
Across -slope shape: Linear
Parent material. Silty and clayey alluvium
Typical profile
H1 - 0 to 12 inches. silty clay loam
H2 - 12 to 42 inches: silty clay
H3 - 42 to 60 inches: clay loam
Properties and qualities
Slope: 0 to 3 percent
Depth to restrictive feature: More than 80 inches
Drainage class. Well drained
Capacity of the most limiting layer to transmit water
(Ksat): Moderately high (0.20 to 0.57 inlhr)
Depth to watertable: More than 80 inches
Frequency of floodirg: None
Frequency of ponding: None
Available water capacity. High (about 11.4 inches)
Interpretive groups
Lard capability classification (irrigated): 1
Lard capability classification (nonirrigated): 1
Hydrologic Soil Group: C
Forage suitability group: Well drained < 15% Slopes
(G002XY0020R)
Other vegetative classification. Well drained < 15% Slopes
(G002XY0020R)
Hydric sal rating. No
LSM Natural Resources Wiab Soil Survey 3/3/2021
it Conservation Serves National Cooperative Soil Survey Page 1 ort
Map Unit Description: Malabon-Urban land complex --lane County Nes, Oregon
Description of Urban Land
Interpretive groups
Land capability classification (irrigated): None specified
Lard capability classification (nonirrigated): 8
Hydric sal rating. No
Data Source Information
Soil Survey Area: Lane County Area, Oregon
Survey Area Data: Version 17, Jun 11, 2020
LSM Natural Resources Mb Soil Survey 3/3/2021
211 Conservation Service National Cooperative Soil Survey Page 2 ort
Map Unit Description: Salem gravelly sill loam --Lane County Area, Oregon
Lane County Area, Oregon
118—Salem gravelly silt loam
Map Unit Setting
National map unit symbol. 2340
Elevation. 300 to 800 feet
Mean annual precipitation: 40 to 60 inches
Mean annual air temperature: 52 to 54 degrees F
Frost -free period. 165 to 210 days
Farmland classification. All areas are prime farmland
Map Unit Composition
Salem and similar soils. 85 percent
Estimates are based on observations, descriptions, and transects of
the mapunit.
Description of Salem
Setting
Landform: Stream terraces
Landform position (three-dimensional): Tread
Down-slope shape: Linear
Across -slope shape: Linear
Parent material. Gravelly mixed alluvium
Typical profile
H1 - 0 to 7 inches: gravelly silt loam
1-12-7to26inches. gravelly clay loam
H3 - 26 to 60 inches: very gravelly sand
Properties and qualities
Slope: 0 to 3 percent
Depth to restrictive feature: More than 80 inches
Drainage class. Well drained
Capacity of the most limiting layer to transmit water
(Ksat): Moderately high to high (0.57 to 1.98 in/hr)
Depth to watertable: More than 80 inches
Frequency of floodirg: None
Frequency of ponding: None
Available water capacity. Low (about 4.8 inches)
Interpretive groups
Lard capability classification (irrigated): 2s
Lard capability classification (nonirrigated): 2s
Hydrologic Soil Group: B
Forage suitability group: Well drained < 15% Slopes
(G002XY0020R)
Other vegetative classification. Well drained < 15% Slopes
(G002XY0020R)
LSM Natural Resources Web Soil Survey 3/3/2021
irk Conservation Serves National Cooperative Soil Survey Page 1 ort
Map Unit Description: Salem gravelly sill loam --lane County Area, Oregon
Hydric soil rating: No
Data Source Information
Soil Survey Area: Lane County Area, Oregon
Survey Area Data: Version 17, Jun 11, 2020
LSM Natural Resources Web Soil Survey 3/3/2021
irk Conservation Service National Cooperative Soil Survey Page 2 oft
APPENDIX C
Stormwater Scoping Sheet
DEVELOPMENT AND PUBLIC WORKS
SPRINGFIELD
225 FIFTH STREET
OREGON SPRINGFIELD, OR 97477
PHONE: 541.726.3753
FAX: 541.726.1021
www. sprmglield-or.gov
STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK
--_--_--__-------- ---_-- (Area below this line filler! out by Applicant) — ---- _--- — ---- __---_______-_
(Please return to Clayton MCEachem @ City of Springfield Development and Public Works; Fax # 736-1011, Phone # 736-1036),
emait.-cmceachern@springfield-or.gov
Project Name: FIGRC6 FA1LK SITE 1AAp. Applicant: LANs QQA.+ 14, 3tzt,Nc..1 �Et.,6,
Assessors Parcel#: 1 -7 -o3 -Z4 -vv "iL Z3o6 Date: Z/ZG/ZI
Land Use(s): p✓aL« PARK Phone#: 5y( -7v6 -D637
Project Size (Acres): Y. -1 A c Fax #:
Approx. Impervious Area: /ry, oty o�/_ 5o Email: /ane.fi n.4 et/Ony.
Project Description (Include a copy of Assessor's map):
A NEW PJ3LLt PARK INLL✓DINL WRLIC106 PA-T14S, PLA't(y(La✓NP,
Qlc-N he SOCLTER, SASKET31a LL Gev2:, ANP LAWN ARFc A.
Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary:
OrJ —SlTii IN^r LL.T1T,lY�irl l.J, T?VNO P t"R-e TBQL LAil GE? tr ,147IZVWL)3 5JRF'jc2`S
L3ASK� 3Al CG LT a P PIZW G SrA'ZGTgz� WJLt 77RHIN T6 1;f4A�S4 5WA1IC5.
TFir, 5Io(rwi)LK5' WtLl $ 2 r CLQW TO LA005<ifdL P,? -CA
Proposed Stormwater Best Management Practices:
vN -S 1'cf SO(�5 AZw. SA�.B,r�cLAss 3� SottS, W0104 /f4r< I (,LL
VQ(�ININ a• ]3MP5 WL" ,mac GTA55`( '12E-rE NT16t-1 SWA LES.
------------------- (Area below this line filled out by the City and Returned to the Applicant) --------------
(At a minimum, all boxer checked by the City on the front and back of this sheet shall be submitted
ar an a lication to be com Tete or submittal, although other requirements may be necessa
Drainage Study Tyne (EDSPM Section 4.03.2): (Note. UH may be substituted for Rational Method)
F1 Small Site Study - (use Rational Method for calculations)
❑ Mid -Level Development Study - (use Unit Hydrograph Method for calculations)
❑ Full Drainage Development Study - (use Unit Hydrograph Method for calculations)
Environmental COrm,rlc atloasFOT zone - park shouldn't be an
Z Wellhead Zone: issue for thisa ❑ Hillside Development: n/a
❑ Wetland/Riparian: n/a ❑ Floodway/Floodplain: n/a
❑ Soil Type: ❑ Other Jurisdictions n/a
Downstream Analysis:
21 N/A
❑ Flow line for starting water surface elevation:
❑ Design HGL to use for starting water surface elevation:
❑ Manhole/Junction to take analysis to:
Return to Clayton McEachern @ City of Springfield, email: cmceachern@spangfield-or,gov, FAX: (541) 736-1021
COMPLETE STUDY ITEMS Por Offcizl Ose Only:
x Based upon the information provided on the front of this sheet, the following represents a minimum ofwhat is needed for an
application to be complete far submittal with respect to drainage,- however, this list should not be used in lieu of the Springfield
Development Code (SDC) or the City's Engineering Design Manual. Compliance with these requirements does not constitute site
approval; Additional site specific information may be required. Note: Upon scoping sheet submittal, ensure completed form has been
signed in the space provided below:
Interim Design Standards/Water Quality EDSPM Chapter 3
Req'd N/A
All non -building rooftop (NRR) impervious surfaces shall be pre-treated (e.g. multi-chambered catchbasin w/oil filtration
media) for stormwater quality. Additionally, a minimum of 50% of the NBR impervious surface shall be treated by
vegetated methods.
❑ Where required, vegetative stormwater design shall be consistent with design standards (EDSPM Section 3.02), set forth
in Chapter 2 of the Eugene Stormwater Management Manual.
❑ For new NBR impervious area less than 15,000 square feet, a simplified design approach may be followed as specified
by the Eugene Stormwater Management Manual (Sec2.4.1).
If a stormwater treatment swale is proposed, submit calculations/specifications for sizing, velocity, flow, side slopes,
bottom slope, and seed mix consistent with City of Springfield or Eugene's Stormwater Management Manual.
❑ ❑ Water Quality calculations as required in Section 3.03. t of the EDSPM.
❑ All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall
be Provided with secondary containment or weather resistant enclosure.
General Study Requirements(EDSPM Section 4.03
❑ ❑ Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon.
❑ ❑ A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map.
❑ Calculations showing system capacity for a 2 -year storm event and overflow effects of a 25 -year storm event.
n The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins.
U
U
A downstream drainage analysis as described in EDSPM Section 4.03A.C. On-site drainage shall be governed by the
Oregon Plumbing Specialty Code (OPSC).
Elevations of the HGL and flow lines for both city and private systems where applicable.
❑
F]
Design of Storm Systems (EDSPM Section 4.04).
❑
Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set.
Minimum pipe cover shall be 18 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or
proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 80,000 Ib load
without failure of the pipe structure.
E]
Manning's "n" values for pipes shall be consistent with Table 4-I of the EDSP. All storm pipes shall be designed to
achieve a minimum velocity of three (3) feet ner seennd at 0.5 nine fidl lw�. en Tahle a-1 — well
Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site
drains.
❑ Private stormwater easements shall be clearly depicted on plans when private stormwater flows from one property to
another.
Drywells shall not receive mnoff from any surface w/o being treated by one or more BMPs, with the exception of
residential building roofs (EDSP Section 3.03.4.A). Additional provisions apply to this as required by the DEQ. Refer to
the website: http://www.de, sta e.osnshvahi c^ntic him for more information.
Detention ponds shall be designed to limit runoff to pre -development rates for the 2 through 25 -year storm events.
*This form shall be included as an attachment, inside the front cover, of the stormwater study.
* LYIPORTAtVT} ENGINEER PLEASE READ BELOWAND SIGN(
As the engineer of record, I hereby certify the above items
are complete and included with the submitted stormwater study
and plan set. Signature Date 3/V/z✓
Form Version 5: June 2015
Attachment E:
Bike Playground Plans
� � e
9�y 7aa7a ,. _46y.
-46Pae ..w
This page is the creative property of Progressive Bike Ramps. It cannot be copied or redistributed.
This page is the creative property of Progressive Bike Ramps. It cannot be copied or redistributed.
v
This page is the creative property of Progressive Bike Ramps. It cannot be copied or redistributed.
This page is the creative property of Progressive Bike Ramps. It cannot be copied or redistributed.
Attachment E:
Lighting Specifications
IIICIMLIGHTING
WP9S-LED
WARP9® Small PicoEmitteria LED
JOB TYPE
NOTES APPROVALS
FEATURES Certifications
• Full Cutoff PKOEmitter technology m Type 1, 2, 3, 4, 5, R, L distributions O
• Patented low profile luminaire' m 0-10V dimming drivers standard 4@ R 1
m Available in 580nm, 3000K, 4000K and 5000K m Sealed optical chamber, IP66 certified IIiIA
standard CCT nmea earn carona
SPECIFICATIONS
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ORDERING CODE
1A Single Ann 95 RentalQL9fIm0NY Distance. Sure (nlnriwnaranrrd y�y BL Black p25.7t ).pin Phohre'IAxrpdrk
Mount ISmall, 1TYPel E3535r3nA 60L 60 LEDs 2K'580. 120120V DB Dark Bronze12W
1W WaIIMwm Na 60 LEDs 2T II PlmEmimr 66W 3K3WW 208 208), A31 AW Button Photocell
HSS HMvnul Na Ya 4K4WW GT Graphite A32 seeps Button Photocell
"pens 3 rope 111 SK5WW 240 slops LG UgMGrry A32 seeps Button Photocell
emearan'enans 4Type IV 277 2n PS Patinwniilver A33 nN Button Photocell
mueM 5lypev 347-347V TT Ttznirrr AM rant Bunn Sma ll
R Type RkMi 41101 WH Mi. A35 34N B. Pfoarell
L TYPe 11 CC`* Gomm Cor IMtmagUMewmstan
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Ergo Options Lens Options NFO Option lJlher Opliung Control Optiones Mounting Options
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krComrol5pe15eIm:M111pYNpsslmMMev.M1unl W All pamMln hraowe tales, Omres an he readied by Processors for rmrs deuits. Ode a lean we SBoomimetare
vandal psimg. aPmxery MAINE or OJAB. Earth 11. tenting SM16ytt
Kim LIghnel, Siegel the light to Change Sperifcation, WthJr/t notKes eSm53TP is not oumperaie am(rtdure new 4W opurn Lead, GO 1, and Br it, We.
02021 KIM LIGHTNG I 177 Rowland Street I City of Industry I CA91748 aHUMMELL 1
P 626968.56661 F 626 369 2695 1 www.kimlighting,cote I Rev. Jan, O], 2021 1-1eHM1^e
IIICIMLIGHTING
LUMINAIRE PERFORMANCE
Spectroradiometric
30001K Average
1000K Average
5000KAverage
Color Rendering Index (CRI) 580
580
g0
Power Factor a.W
x.90
>.90
WNS-LED
WARP9® Small PicoEmitter® LED
Projected Lumen Maintenance
mA
190,000 hrs
Cakulaled
Amps -AC
System Wats
L70
350 mA
94.26%
719,000 Hnr.
Electrical Drive Current @ 350FDA
TemperaW re
Type I
Volt AC
Amps -AC
System Wats
120
0.55
66
208
0.32
66
240
0.28
66
227
0.24
66
342
0.19
66
480
0.14
66
B.U.G. Rating for 350mA (rM15)in Lumens where B=Backlight, U=Uplight, G=Glare
TemperaW re
Type I
Type II
TemperaW re
Type
Type II
Type III
Type III NFO
Type IV
Type IV NFO
Type V
Type UR
3000K
N/A
121.11 G2
B2 W Gt
NIA
t VO G2
illy
Bt VO G2
B3 W Gt
WA
4000K
N/A
B2 UO 62
B2 W Gt
N/A
B1 U062
Bt U062
B3 W61
WA
SOODK
N/A
B2 UO 62
B2 W 62
N/A
B1 Ell
Bt U062 I
B3 W61
WA
Absolute Lumens for 350mA
TemperaW re
Type I
Type II
Type III
Type III NFO
Type IV
Type IV NFO
Type V
Type UR
3000K
NIA
6868
6T/3
NIA
6925
5462
)000
WA
4000KN/A
7044
6946
N/A
7103
5602
7179
WA
SOOOK
N/A
7125
7026
N/A
7184
5666
7261
WA
LED penormano, and lumen output dent in Fop ro Impinge M a rapid We Lod ono w klmllghting.con, to davnWd the mun current pMomNrk fiks from pm Lighting IES File library.
For custom paries and eobr temperature mnfigura ions, mntatt fatter,
Kim Lghrog reserves the fight N change specifications witiroutrrotke.
02021 KIM LIGHTING 117760 Rowland Street I City of Industry I CA91748H001
0LL 2
P6269 ,%fi6I F626.369.2695I vaw.kinlighting.com I Rev.lan.07,2021 �aL1RMInR
IIICIMLIGHTING
SPECIFICATIONS
Housing:
• One-piece da -cast, low copper (<0.6% Cu)
aluminumalloy with integral cooling ribs over
the optical chamber and electricalcompartment
• Solid harder wall separates optical and electrical
compartments.
• Double thick wall with gussets on the
support arm mounting end.
• Housing forms a half cylinder with 55- front
face plane providing a recess to allow a flush
single -latch detail.
• All hardware s stainless steel or electro -zinc
plated steel.
Lens:
• Clear 3/16" thick tempered glass lens is
secured by stainless steal hinge and spring
latch. Extruded and vulanized silicon gasket
seek the perimeter.
Optical Module:
• Precision, replaceable Pec Emitters are positioned
W achieve directional control toward desired task.
• The entire EmitterDeck fastens to the housing
as a one-piece module.
• Type I, II, III, IV, V, L (left), and R (right) standard
distributions. Custom available.
• 3000K, 4000K, SOWK standard CCT.
Amber and custom available.
• IP66 earthed
• Die-cast low copper aluminum heat sink
modules provide thermal transfer at PCB level.
• Anod aed aluminum carrier plate and heat
sink modules.
Electrical Characteristics:
• 120V through 480V ® SN60Hz.
• Class 1, 350mA.
• Power Factor —>.
• National ELctrica l Code,ANSI/NFPA 70.
• 10kV surge suppression.
• Thermalshield thermal control.
• -40c starting driver.
• 0-10V dimming interface.
• All electronic components are IP66 rated.
WP9S-LED
WARP9® Small PicDEmittere LED
Dimming: Certifications and Listings:
• 10% to 100% dimming by the useof standard • UL 1598 Standard for wet locations for
0-10V interface driver. Luminaires.
• To activate the dimming system, a wiring
harness is supplied and attached to the DIM
Port (DIM IN) on the thermal shield protection
system. This port allows the 0-10V Interface to
bypass the thermal shield and control the driver.
• The thermal shield works in conjunction with
the control system to assure that overheating
will not harm the LEDs.
• The wiring harness is connected with the use
of the Purple lead as the positive 4) and the
Grey lead as the negative 0 to an available
control signal (by others).
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Support Arm:
• One-piece extruded aluminum with internal
bolt guides and fully radiussed top and bottom.
• Luminaire-w-pole attachment is by internal
draw bolts, and includes a pole reinforcing
plate with wire strain relief.
• Arm is circular cut for specified round pole.
• Optional cast low copper aluminum horizontal
slip -fitter with adaptor plate to secure the
luminaire to 2" IPS pipe size arms.
• Option l cast aluminu m wall mou nt plate
assembly. Attaches to the wall over the junction
box. Luminaire attaches to the wall plate.
Finish:
• Fadeand abrasion resistant, electrostatically
applied, thermally cured, triglycidal isocyanuace
C GIQ polyester powdercoat
• Standard colors include (BILL Black, (DB) Dark
Bronze, (GT) Graphite, (WH) White, (PS)
Platinum Silver, (LG) Light Gray, (TT) Titanium,
and (CC) Custom Color (include RAL#).
Fusing:
SF for 120, 277 and 347 Line Volts
OF for 208, 240 and 480 Line Volts.
• High temperature fuse holders factory installed
•Electronic components ht tULand/or CSA inside the fixture housing. Fuse s included.
Kna¢eglsb§deserves the night N change specifications witiroutnotice.
• UL 8750 Standard for Safety for Light Emitting
Diode (LED) Equipment for use in Lighting
Products.
• IP66 certified.
• CSA C22.24250.0 Luminaires.
• ANSI C136.31- 201036 Vibration tested and
compliant
• ROHS compliant.
• Meets Buy American provisions within ARRA.
• IDA approved, 3000K and warmer CCTs only.
• This product qualifies as a "designated country
construction material" per FAR 52.225-11 Buy
American -Construction Materials under Trade
Agreements effective 6106/2020. See Rim
Amercan Solutions.
CAUTION:
• Fixtures must be grounded in accordance
with national, state and/or local electrical
codes, Failure to do so may result in serious
personal injury.
WARRANTY:
• For full warranty see http://www.
hubbelllighbng.co W resou rces/warranty
02021 KIM LIGHTNG 1177W Rowland Street I City of Industry I CA9174EMUNELL 3
P 6269 w.
68.56661 F626.369.26951 wwkimlighting<om I Rev. Jan, 07, 2021 �•Luniminy
IIICIMLIGHTING
CONTROLS
Photocell Receptacle
A25-7
Fully gasketed and wired 7 -pin receptacle
option. Easy access location above the electrical
compartment. 7 -pin construction allows for a
user -defined interface and provides a controlled
definition of operational performance. ANSI
twist lock control module by -others.
Standard customer operation modes:
1. Traditional on/off photoelectric control.
2. 5 -pin wireless photoelectric control
for added dimming feature.
3. 7 -pin wireless photoelectric control for
dimming and additional VO connections for
customer use.
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Button Photocell
A30 for 120V, Ml for 208V, A32 for 240V,
A33 for 277V, A35 for 347V, A34 for 480V,
Photocell is factory installed inside the housing
with a fully gasketed sensor on the side wall. For
multiple fixture mountings, one fixture is supplied
with a photocell to operate the others.
Wireless Controls
wISCAPETM
Hubbell Control Solution's wiSCAPETM wireless
control modules allow an individual fixture to
managed, monitored and measured. The modules
communicate securely over a robust certified
meshed radio signal. The wiSCAPE modules
provide on/off/dim control, external device input
alerts and metering.
WIR-RMI-10
wiSCAPE Internal Module, 12P48OV, 1OWft range
(LOS), 3 Digital Inputs/1 Analog Input 2 Outputs.
WIR-RME-L
vOSCAPE External Module,120-480V, 1OWft
range (LOS), Internal Photocell, 1 Dgral Input
Compatible with the A -25-7H option
Sltesyri
SiVSyncTM wireless control system for reduction
in energy and maintenance cost while optimizing
light quality 24/7. See ordering information or
visit www. hubbelllighting.com/prod ucts/sitesync
for more details.
Pole Mounted
Round Pole -Mounted Occupancy
Sensor up to 30'
SCH-R
Round Pole -Mounted Occupancy Sensor: up to
30' - an outdoor occupancy sensor with 0-10V
interface dimming control that mounts directly
to the pole. Wide 360° pattern. Module colors
are available in Black, Gray, and White. Module
is cut for round pole mounting. Pole diameter is
needed upon order. Poles to be drilled in the field
will be provided with installation instructions.
Ordering Example: SCH-R4°/277'/BL'
Square Pole-Mourdled Occupancy
Sensor up to 30'
SCH-S
Square Pole -Mounted Occupancy Sensor: up to
30' - an outdoor occupancy sensor with 0-10V
interface dimming control that mounts directly
to the pole. Wide 360° pattern. Module colors
are available in Black, Gray, and White. Module
is cut for round pole mounting. Pole diameter is
needed upon order. Poles to be drilled in the field
will be provided with installation instructions.
Ordering Example: SCH-S/277'/BL'
SCP
The SCP 6 a photo -control with motion sensing
accessory thats mounts to the side of any new
or existing 3"-5" round or square str ght pole.
The SCP enables any pole mounted luminaire in
excess of 75 watts, to meet California Tile 24
requirements with integral 20KW10KA surge
protection for added reliability and serviceability.
For more detail:
http://www.aal.net/productshensor_control_
programmable
Kim LghM, reserves the right tit change specifications witirout notice.
WNS-LED
WARP9® Small PicoEmittere LED
1PBKOMM1410NENSRESYNC ORDERING INWBMA➢ON'. Men mom
a fli wit Be Sh,Sync lLetFg mneol Went addltlmallnfamatlm
will he regdlree trovnpled Be Wer. The SurSLncCammisslming F.
aalmread sexed k inentured must Iv mmplered. Atfarolndddes
Proealartlm. Graomfamatinn, and Owned vi educes Fermae
denlled InfamatM please vlst www.Humeuughnng.mmlpoduml
9Rsynarmnd[[HUL&II LIgM1nng Re SUFPa[a[I@]o1345L93B.
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MOB ORDERING INFORMATION'. Mencedmngauntr ea
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High W Dlm DeflaY— SWI_ Modeling Height Oil
=vdltege, acxler, °Pale Diameter
02021 KIM LIGHTING 1177W Rowand Street I City of Industry I CA91748•MUNlLL 4
P 626968.56661 F626.369.26951 wWWklmllghting.com I Rev. Jan, 07, 2021 LlylaClny
Attachment E:
Title Reports
A
1570 Mohawk Boulevard • Spiingfeld, OR 97477260 Country Club Rd, Sle 120 • Eugene, OR 97401
A�_a
P.O. Box 931 • Springfeld, OR 97477 � P.O. Box 10211 • Eugene, OR 97440
Phone: 541.741.1981 Phone: 541.687.9794
Fax: 541.741.0619 Fax: 541.687.0924
Evergreen
Uw Title Car4wv
TITLE INSURANCE SERVICES • ESCROW CLOSINGS
June 09, 2021
Order No. 21-22908
SUPPLEMENTAL TITLE REPORT
Wllamalane Park & Recreation District Partial Billing $300.00
682- 36th Street Additional Chain
Springfield, OR 97478-5606
Attn: Simon Daws
e-mail: simondQwillamalane.org TOTAL $300.00
Dear Simon Daws:
We are prepared to issue on request and on recording of the appropriate documents, a policy or policies
as applied for, with coverage's as indicated, based on this preliminary report.
LEGAL DESCRIPTION:
SEE EXHIBIT "A"ATTACHED HERETO
Showing fee simple title as of June 04, 2021, at 8:00 a.m., vested in:
WILLAMALANE PARKAND RECREATION DISTRICT
Subject only to the exceptions shown herein and to the terms, conditions and exceptions contained in the
policy form. No liability is assumed until a full premium has been paid.
OrtlerNa: 21-22908
Page 1 of 4
SCHEDULE B
GENERAL EXCEPTIONS
1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority
that levies taxes or assessments on real property or by the public records; proceedings by a
public agency which may result in taxes or assessments, or notices of such proceedings, whether
or not shown by the records of such agency or by the public records.
2. Facts, rights, interests or claims which are not shown by the public records but which could be
ascertained by an inspection of the land or by making inquiry of persons in possession thereof.
3. Easements, or claims of easement, not shown by the public records; reservations or exceptions in
patents or in Acts authorizing the issuance thereof; water rights, claims or title to water.
4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments or other fads which a
correct survey would disclose.
5. Any lien, or right to a lien, for services, labor, material, equipment rental or workers compensation
heretofore or hereafter furnished, imposed by law and not shown by the public records.
CURRENT EXCEPTIONS:
6. The real Property taxes for the fiscal year 2020-2021 are exempted by virtue of government
ownership. The company assumes no liability should the exempt status be lifted and taxes levied.
(Mao No. 17-02-19-33-01500, Code 19-00, Account No. 0113769)
7. Property Line Agreement, including the terms and provisions thereof, by instrument Recorded
September 18, 1945, Reception No. 157730, Lane County Oregon Records.
8. We are unable to ascertain from the records if the premises herein described has a means in
ingress and egress to and from a legally dedicated road or highway, and for this reason such
rights cannot be insured.
NOTE: The address of the property to be insured herein is: NYA 31st Street, Springfield, OR
97477.
NOTE: A Judgment/Lien/Bankruptcy Search was done for the name(s) WILLAMALANE PARK &
RECREATION DISTRICT, and as of June 04, 2021, none were found.
INFORMATIONAL NOTE: The current vesting deed and all changes back to the deed which
vests ownership 24 months ago are as follows:
DEDICATION DEED RECORDED DECEMBER 04, 1992, FROM ALLAN HILLAR PIERCE AND
JAMES L. HERSHNER, AS CO -TRUSTEES PURSUANT TO THE LAST WILLAND TESTAMENT
OF ELIZABETH C. PIERCE, DECEASED, AND PURSUANT TO THE LAST WILL AND
TESTAMENT OF RALPH H. PIERCE, DECEASED, TO WILLAMALANE PARK AND
RECREATION DISTRICT, RECEPTION NO. 92-68749.
OrdarNa: 21-22808
Page 2 of 4
NOTE: SUPPLEMENTED TO UPDATE TITLE.
NOTE: Due to current conflicts or potential conflicts between state and federal law, which conflicts may
extend to local law, regarding marijuana, if the transaction to be insured involves property which
is currently used or is to be used in connection with a marijuana enterprise, including but not
limited to the cultivation, storage, distribution, transport, manufacture, or sale of marijuana and/or
products containing marijuana, the Company declines to close or insure the transaction, and this
Preliminary Title Report shall automatically be considered null and void and of no force and effect.
Very truly yours,
EVERGREEN LAND TITLE COMPANY
HOME OFFICE
By:
Ronald Denton
Title Officer
cc:
NO LIABILITY IS ASSUMED HEREUNDER UNTIL POLICY IS ISSUED AND PREMIUM PAID. IF FOR
ANY REASON THE REPORT IS CANCELLED, A MINIMUM CANCELLATION FEE OF $200.00 WILL BE
CHARGED.
OrtlerNa: 21-22808
Page 3 of 4
EXHIBIT "A"
LEGAL DESCRIPTION
Beginning at a point being South 00° 05' East 3463.66 feet and East 9.9 feet from the Northwest corner of
the Felix Scott Donation Land Claim No. 82 in Township 17 South, Range 2 West of the Wllamette
Meridian, in Lane County Oregon; thence South 88° 55' East 1130 feet more or less to the Northerly line
of that parcel conveyed to the City of Eugene by instrument recorded in Book 359, Page 285, Lane
County Oregon Records; thence South 80° 01' West 1161.00 feet more or less along said Northerly line to
a point on the West line of that tract conveyed to Ralph H. Pierce, et ux, as described and recorded
November 15, 1943, in Volume 257, Page 585, Lane County Oregon Records, said point being 230.3 feet
South of the point of beginning; thence North 230.3 feet to the point of beginning, all in Lane County,
Oregon.
OrtlerNa: 21-22808
Page 4 of 4
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Privacy Policy Notice
As adopted July 1, 2001
Evergreen Land Title Company
Private Policy Notice
PURPOSE OF THIS NOTICE
Title V of the Gramm -Leach -Elio_ -'rt-G_E-4- eererall, f,•chil::s ar_ 'iranci, irslit,rt on. directly or
through its affiliates, f -em sharirg ii it iilh i I.e-scral III111ac- all . CL. -..-itr a raraffdiated third party
unless the Institution pro•.ides , D,i :h a rot -e if i:s P'i' ae; I:ollc es al Ira:1 -e . r,ici as the tipe of
Information that it co acts aoc_t ,ou enc tie -zte�Jo'ies of CE"iars o• eI:it es to :•rho— It ,ay be
disclosed. In earl ance v:itc ice ELBA.. ra are p�ovimnI you Yah iris document, :•:h Ch nnhfes you of
the privacy policies and practices of Evergreen Land Title Company.
We may collect nonpublic personal information about you from the following sources'
• Informaton me recei-•e fronh ;ou, Baer as on applications or other forms.
• Informed on aacut vn, r t,Rr tions %e secure from our L les, or from our affiliates or others.
• Informal on a;a receive from a consrmar reporting agency.
• Informal on that ;:e receive 'rom othe,s rvolved in yourtransaction, such as the real estate agent or
lender.
Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic
personal information will be collected about you
We may disclose any of the above informs that we collect about our customers or former customers
to our affiliates or to nonaffiliated third parties as ❑ermitted by law.
We also may disclose this information naout cur customers or former customers to the following types of
nonaffiliated companies that perform marketing services on our behalf or with whom we have joint
marketng agreements.
• Financial service providers such as companies engaged in banking, consumer finance, securities
and insurance.
• Non-financial companies such as envelope staffers and other fulfillment service providers.
WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE
FOR ANY PURPOSE THAT 1S NOT SPECIFICALLY PERMITTED BY LAW.
We restrict access to nonpublic personal information about you to those employees who need to know
that information in order to provide products or services to you We maintain physical, electronic, and
procedural safeguards that comply with federal regulations to guard your nonpublic personal information.
A
1570 Mohawk Boulevard • Spiingfeld, OR 97477260 Country Club Rd, Sle 120 • Eugene, OR 97401
A�_a
P.O. Box 931 • Springfeld, OR 97477 � P.O. Box 10211 • Eugene, OR 97440
Phone: 541.741.1981 Phone: 541.687.9794
Fax: 541.741.0619 Fax: 541.687.0924
Evergreen
Uw Title Car4wv
TITLE INSURANCE SERVICES • ESCROW CLOSINGS
June 09, 2021
Order No. 21-22907
2nd SUPPLEMENTAL TITLE REPORT
Wllamalane Park & Recreation District Partial Billing $300.00
682- 36th Street Additional Chain
Springfield, OR 97478-5606
Attn: Simon Daws
e-mail: simondQwillamalane.org TOTAL $300.00
Dear Simon Daws:
We are prepared to issue on request and on recording of the appropriate documents, a policy or policies
as applied for, with coverage's as indicated, based on this preliminary report.
LEGAL DESCRIPTION:
SEE EXHIBIT "A"ATTACHED HERETO
Showing fee simple title as of June 04, 2021, at 8:00 a.m., vested in:
WILLAMALANE PARK & RECREATION DISTRICT
Subject only to the exceptions shown herein and to the terms, conditions and exceptions contained in the
policy form. No liability is assumed until a full premium has been paid.
OrderNa: 21-22907
Page 1 of 4
SCHEDULE B
GENERAL EXCEPTIONS
1. Taxes or assessments which are not shown as existing liens by the records of any taxing authority
that levies taxes or assessments on real property or by the public records; proceedings by a
public agency which may result in taxes or assessments, or notices of such proceedings, whether
or not shown by the records of such agency or by the public records.
2. Facts, rights, interests or claims which are not shown by the public records but which could be
ascertained by an inspection of the land or by making inquiry of persons in possession thereof.
3. Easements, or claims of easement, not shown by the public records; reservations or exceptions in
patents or in Acts authorizing the issuance thereof; water rights, claims or title to water.
4. Discrepancies, conflicts in boundary lines, shortage in area, encroachments or other fads which a
correct survey would disclose.
5. Any lien, or right to a lien, for services, labor, material, equipment rental or workers compensation
heretofore or hereafter furnished, imposed by law and not shown by the public records.
CURRENT EXCEPTIONS:
6. The real property taxes for the fiscal year 2020-2021 are exempted by virtue of municipal
ownership. The company assumes no liability should the exempt status be lifted and taxes levied.
(Mao No. 17-03-24-44-02300, Code 19-00, Account No. 1495447)
7. The Assessment Roll and the Tax Roll disclose that the premises herein described have been
specially assessed as Farm Use Land. If the land becomes disqualified for the special
assessment under the statute, an additional tax may be levied and in addition thereto a penalty
may be levied if notice or disqualification is not timely given.
"This report (policy) does not include any search for financing statements or agricultural
services, liens which are fled with the Secretary of State and any matters which would be
disclosed, thereby are expressly omitted from coverage herein"
NOTE: Postponed in 1998 for a total potential tax of $4,750.37.
NOTE: The address of the property to be insured herein is: NYA Otto Street, Springfield, OR
97477.
NOTE: A Judgment/Lien/Bankruptcy Search was done for the name(s) WILLAMALANE PARK &
RECREATION DISTRICT, and as of June 04, 2021, none were found.
NOTE: As of June 4, 2021, there are no liens for the City of Springfield.
INFORMATIONAL NOTE: The current vesting deed and all changes back to the deed which
vests ownership 24 months ago are as follows:
CORRECTION DEED RECORDED FEBRUARY 09, 1993, FROM ALLAN H. PIERCE AND
JAMES L. HERSHNER, TRUSTEES UNDER THE WILL OF RALPH H. PIERCE, DECEASED, AS
TO AN UNDIVIDED ONE-HALF INTEREST, AND ALLAN H. PIERCE AND JAMES L.
HERSHNER TRUSTEES UNDER THE WILL OF ELIZABETH C. PIERCE, DECEEASED, AS TO
AN UNDIVIDED ONE-HALF INTEREST, TO WLLAMALANE PARK & RECREATION DISTRICT,
RECEPTION NO. 93-08469.
OrderNa: 21-22907
Page 2 of 4
NOTE: SUPPLEMENTED TO UPDATE TITLE.
NOTE: Due to current conflicts or potential conflicts between state and federal law, which conflicts may
extend to local law, regarding marijuana, if the transaction to be insured involves property which
is currently used or is to be used in connection with a marijuana enterprise, including but not
limited to the cultivation, storage, distribution, transport, manufacture, or sale of marijuana and/or
products containing marijuana, the Company declines to close or insure the transaction, and this
Preliminary Title Report shall automatically be considered null and void and of no force and effect.
Very truly yours,
EVERGREEN LAND TITLE COMPANY
HOME OFFICE
Andrew Rollins
Title Officer
cc:
NO LIABILITY IS ASSUMED HEREUNDER UNTIL POLICY IS ISSUED AND PREMIUM PAID. IF FOR
ANY REASON THE REPORT IS CANCELLED, A MINIMUM CANCELLATION FEE OF $200.00 WILL BE
CHARGED.
OrderNa: 21-22807
Page 3 of 4
EXHIBIT "A"
LEGAL DESCRIPTION
Beginning at the Northeast corner of LOCH LOMOND TERRACE FIRST ADDITION as platted and
recorded in Book 46, Page 20, Lane County Oregon Plat Records, in Lane County, Oregon; thence along
the Northerly projection of the East line of said LOCH LOMOND TERRACE FIRST ADDITION, North 00°
02' 00" West 441.65 feet to the most Northerly Northwest corner of that certain tract of land described in
Book 238, Page 464, Lane County Oregon Deed Records; thence along the North line of said tract North
89° 58' 00" East 750.00 feet to the True Point of Beginning; thence leaving said North line and running
South 39° 58' 00" West 123.00 feet; thence along the arc of a 46 foot radius curve right (the chord of
which bears South 12° 06'00" East 75.32 feet) a distance of 88.24 feet; thence South 32° 17' 40" East
100.00 feet to a point on the North line of that certain tract described in Book 359, Page 285, Lane
County Oregon Deed Records; thence along the North line of said tract North 79° 42' 20" East 1786.5
feet, more or less, to the intersection of said North line and that certain line described in a boundary line
agreement recorded in Book 297, Page 228, Lane County Oregon Deed Records; thence along the line
defining said boundary line agreement North 89° 37' West 1140.6 feet, more or less, to an iron pipe
marking the Western terminus of said boundary line agreement; thence South 00° 02' 00" East 74.10 feet
to the Northeast corner of that certain tract described in Book 238, Page 464, Lane County Oregon Deed
Records; thence along said North line South 89° 58' 00" West 575.80 feet to the True Point of Beginning,
all in Lane County, Oregon.
EXCEPT that portion contained in Tax Lot 1500, on Map No. 17-02-19-33.
OrderNa: 21-22807
Page 4 of 4
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Privacy Policy Notice
As adopted July 1, 2001
Evergreen Land Title Company
Private Policy Notice
PURPOSE OF THIS NOTICE
Title V of the Gramm -Leach -Elio_ -'rt-G_E-4- eererall, f,•chil::s ar_ 'iranci, irslit,rt on. directly or
through its affiliates, f -em sharirg ii it iilh i I.e-scral III111ac- all . CL. -..-itr a raraffdiated third party
unless the Institution pro•.ides , D,i :h a rot -e if i:s P'i' ae; I:ollc es al Ira:1 -e . r,ici as the tipe of
Information that it co acts aoc_t ,ou enc tie -zte�Jo'ies of CE"iars o• eI:it es to :•rho— It ,ay be
disclosed. In earl ance v:itc ice ELBA.. ra are p�ovimnI you Yah iris document, :•:h Ch nnhfes you of
the privacy policies and practices of Evergreen Land Title Company.
We may collect nonpublic personal information about you from the following sources'
• Informaton me recei-•e fronh ;ou, Baer as on applications or other forms.
• Informed on aacut vn, r t,Rr tions %e secure from our L les, or from our affiliates or others.
• Informal on a;a receive from a consrmar reporting agency.
• Informal on that ;:e receive 'rom othe,s rvolved in yourtransaction, such as the real estate agent or
lender.
Unless it is specifically stated otherwise in an amended Privacy Policy Notice, no additional nonpublic
personal information will be collected about you
We may disclose any of the above informs that we collect about our customers or former customers
to our affiliates or to nonaffiliated third parties as ❑ermitted by law.
We also may disclose this information naout cur customers or former customers to the following types of
nonaffiliated companies that perform marketing services on our behalf or with whom we have joint
marketng agreements.
• Financial service providers such as companies engaged in banking, consumer finance, securities
and insurance.
• Non-financial companies such as envelope staffers and other fulfillment service providers.
WE DO NOT DISCLOSE ANY NONPUBLIC PERSONAL INFORMATION ABOUT YOU WITH ANYONE
FOR ANY PURPOSE THAT 1S NOT SPECIFICALLY PERMITTED BY LAW.
We restrict access to nonpublic personal information about you to those employees who need to know
that information in order to provide products or services to you We maintain physical, electronic, and
procedural safeguards that comply with federal regulations to guard your nonpublic personal information.
Attachment H:
Transit Facilities
Project Location
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Bus Service #18
Bus Service #91
B Bus Stop Location
City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
SITE PLAN REVIEW
PRE -SUBMITTAL CHECKLIST
Project Name: Pierce Park by Willamalane
SPRINGFIELD
k AA
,OREGON
Project Proposal: New neighborhood park and bike park for the Marcola Meadows area
Case Number: 611 -21 -000061 -PRE
Project Address: Two parcels located east of the end of Otto Street
Assessors Map and Tax Lot Number(s): Map 17-03-24-44,Tax Lot2300and
Map 17-02-19-33, Tax Lot 1500
Zoning: TL 2300: Public Land & Open Space (PLO) &
TL 1500: Medium Density Residential (MDR)
Overlay District(s): Drinking Water Protection (DWP) Overlay - subject site is located in
the 1 -year TOTZ for the Pierce wellhead
Applicable Refinement Plan: Q Street Neighborhood Refinement Area
Refinement Plan Designation: TL 2300: PLO & TL 1500: Low Density Residential (LDR)
Metro Plan Designation: TL 2300: Parks & Open Space & TL 1500: MDR
Pre -Submittal Meeting Date: April 30, 2021
Application Submittal Deadline: November 1, 2021
Associated Applications: 611 -20 -000234 -PRE (Development Initiation Meeting)
SPRINGFIELD'S DEVELOPMENT REVIEW TEAM:
POSITION
REVIEW OF
NAME
Project Planner
Land Use Planning
Melissa Carino
541.744.4068
Transportation Planning En inee
Transportation
Michael Liebler
541.736.1034
Public Works Civil Engineer
Utilities Sanitary &Storm
Clayton McEachern
541.736.1036
Deputy Fire Marshal
Fire and Life Safety
Eric Phillips -Meadow 541.682.5741
Building Official
Building
Chris Carpenter
541.744.4153
Applicant/ Property Owner: Applicant's Representative:
Simon Daws Simon Daws
Willamalane Parks & Recreations District Willamalane Parks & Recreations District
250 S. 32nd Street 662 3611 Street
Springfield, OR 97476 Springfield, OR 97478
TENTATIVE SITE PLAN REVIEW APPLICATION
PRE -SUBMITTAL CHECKLIST
PLANNING
o Application fee -discuss the applicable fees
What is total impervious surface area proposed? 20,525 sq ft.
Fees = $5,146 (app) + $610 (add l impervious area) + $287.80 (tech) + $190 (postage)
_ $6,233.80 site pian review
Final site plan review fees = 10% of total site plan review amount = $623.30 + (tech
fees?)
SITE PU i REVIEW: Isoc innml
I
PreSubmitlal Meeting
Cit, $IN
WA
WA Required priarto submittal of Site Plan
UGB: Se9I
WA
WA Review and Site Plan Review Modification
- Major applications.
Site Plan Revisor
Clty and UGB:
<10.W0 S, fl. impervious surface
$5,146
$W_311
$190Type 11
10,1MM Sq. fl. a greater impervious surface
55,146+$6111000 sq.R
5%
$190
Sib Plan Reviser Motlification - Major
Ci1v6 UGH $4.967
$cW35
9198 Type 11
Site Plan Review Modification - Minor
City. $1,512
$16.86
WA Typal
We: $2.=
$91Af0
WA
Final Site Plan Equivalent
Ph &UGB: $4,485
ll 2
WA Type I
Final Site Plan Rewew/oevelooment
Sear Special lnaWctigne
»»
>>> Type l- Final site plan and development
Agraerrent
agreement fee is 10% of the paid site plan
fee (exclusive a poetess) A 5%
Technology Fee will applied when impose
or collected.
Discretionary Use Aoolication = $5,358.30
o Copy of the Site Plan reduced to 81/2"x 11"
Complete Incomplete See Planning
Note(s)
® ❑ 6 1/1" x 11" Copy of Site Plan
o Copy of the deed and a preliminary title report issued within the past 30 days
documenting ownership and listing all encumbrances. If the applicant is not the property
owner, written permission from the property owner is required.
Complete Incomplete See Planning
Note(s)
® ❑ 1 Deed and Preliminary Title Report
o Brief narrative explaining the purpose of the development, the existing use of the
property, and any additional information that may have a bearing in determining the
action to be taken. The narrative should also include the proposed number of employees
and future expansion plans, if known.
Complete Incomplete See Planning
Note(s)
® ❑ Brief Narrative
Revised 10/25/07
o Site Plan
Complete Incomplete See Planning
o Phased Development Plan Where applicable, the Site Plan application must include a
phasing plan indicating any proposed phases for development, including the boundaries
and sequencing of each phase. Phasing must progress in a sequence promoting street
connectivity between the various phases of the development and accommodating other
required public improvements, including but not limited to, sanitary sewer, stormwater
management, water, and electricity. The applicant must indicate which phases apply to
the Site Plan application being submitted.
Complete Incomplete See Planning N/A
Note(s)
❑ ❑ Phased Development Plan
Revised 10/25/07
Note(s)
®
❑
Prepared by an Oregon Licensed Architect,
Landscape Architect, or Engineer
❑
❑
N/A
Proposed buildings: location, dimensions,
size (gross floor area applicable to the
parking requirement for the proposed
use(s)), setbacks from property lines, and
distance between buildings
®
❑
Location and height of existing or proposed
fences, walls, outdoor equipment, storage,
trash receptacles, and signs
❑
❑
N/A
Location, dimensions, and number of typical,
compact, and disabled parking spaces;
including aisles, wheel bumpers, directional
signs, and striping
®
❑
Dimensions of the development area, as well
as area and percentage of the site proposed
for buildings, structures, parking and
vehicular areas, sidewalks, patios, and other
impervious surfaces
®
❑
Observance of solar access requirements as
specified in the applicable zoning district
®
❑
On-site loading areas and vehicular and
pedestrian circulation
®
❑
Location, type, and number of bicycle
parking spaces
❑
❑
N/A
Area and dimensions of all property to be
conveyed, dedicated, or reserved for
common open spaces, recreational areas,
and other similar public and semi-public uses
❑
®
2
Location of existing and proposed transit
facilities
o Phased Development Plan Where applicable, the Site Plan application must include a
phasing plan indicating any proposed phases for development, including the boundaries
and sequencing of each phase. Phasing must progress in a sequence promoting street
connectivity between the various phases of the development and accommodating other
required public improvements, including but not limited to, sanitary sewer, stormwater
management, water, and electricity. The applicant must indicate which phases apply to
the Site Plan application being submitted.
Complete Incomplete See Planning N/A
Note(s)
❑ ❑ Phased Development Plan
Revised 10/25/07
o Landscape Plan
Complete Incomplete See Planning
Note(s)
® ❑
o Architectural Plan
Complete Incomplete See Planning
Note(s)
® ❑
❑ ❑ N/A
o On -Site Lighting Plan
Complete Incomplete See Planning
Note(s)
❑ ® 3
❑ ® 3
❑ ® 3
Revised 10/25/07
Drawn by a Landscape Architect
Location and dimensions of landscaping and
open space areas to include calculation of
landscape coverage
Screening in accordance with SDC 4.4-110
Written description, including specifications,
of the permanent irrigation system
Location and type of street trees
List in chart form the proposed types of
landscape materials (trees, shrubs, ground
cover). Include in the chart genus, species,
common name, quantity, size, spacing and
method of planting
Exterior elevations of all buildings and
structures proposed for the development site,
including height
Conceptual floor plans
Location, orientation, and maximum height of
exterior light fixtures, both free standing and
attached
Type and extent of shielding, including cut-off
angles and type of illumination, wattage, and
luminous area
Photometric test report for each light source
PW Notes:
1. Stormwater scoping sheet/study not required, Calculations sheet for the onsite
impervious area treatment, infiltration facility is
Additional comments not related to the completeness of the application:
• Some landscaping and street trees will be required for the frontage on otto.
• How will material and equipment be brought on the site for construction?
• An EWEB permit will be needed for the sidewalk connections into their ROW
Revised 10/25/07
Planning Notes:
1. Please provide preliminary title reports with the Site Plan application submission,
ensuring that it's dated within 30 days of submission.
2. Add nearby public transit facilities on Existing Conditions - Vicinity Map.
3. Provide lighting plan as per Development Code and Transportation comments.
Additional comments not related to the completeness of the application:
• All utilities must be placed underground.
• SUB Water: Contact SUB Water Division for detailed info regarding any proposed
modification of the existing water services or additional water service to the
proposed development.
• Submit ASAP: Fire Code Modification application included re: park structures
Revised 10/25/07
TENTATIVE SITE PLAN REVIEW APPLICATION
PRE -SUBMITTAL CHECKLIST
Engineer: Clayton McEachern Case#: 21 -81 -PRE
PUBLIC WORKS ENGINEERING
o Site Assessment of Existing Conditions
Complete
Incomplete See PW
Note(s)
®
❑ Prepared by an Oregon licensed Landscape Architect
or Engineer
❑
❑ Vicinity Map
®
❑ The name, location, and dimensions of all existing
site features including buildings, curb cuts, trees
and impervious surface areas, clearly indicating
what is remaining and what is being removed. For
existing structures to remain, also indicate present
use, size, setbacks from property lines, and distance
between buildings
❑
❑ n/a The name, location, dimensions, direction of flow
and top of bank of all watercourses and required
riparian setback that are shown on the Water
Quality Limited Watercourse Map on file in the
Development Services Department
❑
❑ n/a The 100 -year floodplain and floodway boundaries on
the site, as specified in the latest adopted FEMA
Flood Insurance Rate Maps or FEMA approved Letter
of Map Amendment or Letter of Map Revision
®
❑ The Time of Travel Zones, as specified in SDC 3.3-
200 and delineated on the Wellhead Protection
Areas Map on file in the Development Services
Department
®
❑ Physical features including, but not limited to trees
5" in diameter or greater when measured 4 '/1 feet
above the ground, significant clusters of trees and
shrubs, riparian areas, wetlands, and rock
outcroppings
®
❑ Soil types and water table information as mapped
and specified in the Soils Survey of Lane County. A
Geotechnical Report prepared by an Engineer must
be submitted concurrently if the Soils Survey
indicates the proposed development area has
unstable soils and/or a high water table
Revised 10/25/07
o Improvement and Public Utilities Plan must be in compliance with the regulations of
SDC Sections 5.17-100, 4.1-100, 4.2-100, and 4.3-100 and must include the following
information:
Complete Incomplete See PW
o Grading and Paving Plan
Complete Incomplete See PW
Note(s)
® ❑
® ❑
Note(s)
®
❑
Prepared by an Oregon licensed Civil Engineer
®
❑
Location and width of all existing and proposed
easements
®
❑
n/a Location of existing and required power poles,
transformers, neighborhood mailbox units, and similar
public facilities
®
❑
Location and size of existing and proposed utilities on
and adjacent to the site, including sanitary sewer
mains, stormwater management systems, water
mains, power, gas, telephone, and cable TV.
Indicate the proposed connection points
o Grading and Paving Plan
Complete Incomplete See PW
Note(s)
® ❑
® ❑
/1 ■
❑ ❑
n/a
Prepared by an Oregon licensed Civil Engineer
Planting plan prepared by an Oregon licensed
Landscape Architect where plants are proposed as
part of the stormwater management system
Roof drainage patterns and discharge locations
Pervious and impervious area drainage patterns
The size and location of stormwater management
systems components, including but not limited to:
drain lines, catch basins, dry wells and/or detention
ponds; stormwater quality measures; and natural
drainageways to be retained
Existing and proposed spot elevations and contours
lines drawn at 1 foot intervals (for land with a slope
over 10 percent, the contour lines may be at 5 foot
intervals)
Amount of proposed cut and fill
o Stormwater Management System Study - provide four (4) copies of the study with
the completed Stormwater Scoping Sheet attached. The plan, calculations, and
documentation must be consistent with the Engineering Design Standards and
Procedures Manual.
Complete Incomplete See PW
Note(s)
❑ ❑ 1 Scoping Sheet and attached Stormwater Management
System Study
Revised 10/25/07
®
❑
®
❑
/1 ■
❑ ❑
n/a
Prepared by an Oregon licensed Civil Engineer
Planting plan prepared by an Oregon licensed
Landscape Architect where plants are proposed as
part of the stormwater management system
Roof drainage patterns and discharge locations
Pervious and impervious area drainage patterns
The size and location of stormwater management
systems components, including but not limited to:
drain lines, catch basins, dry wells and/or detention
ponds; stormwater quality measures; and natural
drainageways to be retained
Existing and proposed spot elevations and contours
lines drawn at 1 foot intervals (for land with a slope
over 10 percent, the contour lines may be at 5 foot
intervals)
Amount of proposed cut and fill
o Stormwater Management System Study - provide four (4) copies of the study with
the completed Stormwater Scoping Sheet attached. The plan, calculations, and
documentation must be consistent with the Engineering Design Standards and
Procedures Manual.
Complete Incomplete See PW
Note(s)
❑ ❑ 1 Scoping Sheet and attached Stormwater Management
System Study
Revised 10/25/07
PW Notes:
1. Stormwater scoping sheet/study not required, Calculations sheet for the onsite
impervious area treatment, infiltration facility is
Additional comments not related to the completeness of the application:
• Some landscaping and street trees will be required for the frontage on otto.
• How will material and equipment be brought on the site for construction?
• An EWEB permit will be needed for the sidewalk connections into their ROW
Revised 10/25/07
TENTATIVE SITE PLAN REVIEW APPLICATION
PRE -SUBMITTAL CHECKLIST
Transportation Engineer/ Planner: Michael Liebler P.E. Case#: 21-000061
Applicant: Willamalane - Pierce Park
TRANSPORTATION
o Right -of -Way Approach Permit application must be provided where the property has
frontage on a Lane County or an Oregon Department of Transportation (ODOT) facility.
Complete Incomplete See Transportation
Note(s)
® ❑ NA Copy of ROW Approach Permit Application
o Traffic Impact Study - four (4) copies of a study prepared by a Traffic Engineer in
accordance with SDC 4.2-105 A.4. Traffic Impact Studies (TIS) allow the City to analyze
and evaluate the traffic impacts and mitigation of a development on the City's
transportation system. In general, a TIS must explain how the traffic from a given
development affects the transportation system in terms of safety, traffic operations,
access and mobility, and immediate and adjoining street systems. A TIS must also
address, if needed, City, Metro Plan and state land use and transportation policies and
objectives.
Complete Incomplete See Transportation
Note(s)
NA Traffic Impact Study
o Site Plan
Complete Incomplete See Transportation
Note(s)
® Access to streets, alleys, and properties to
be served, including the location and
dimensions of existing and proposed curb
cuts and curb cuts proposed to be closed
o Improvement and Public Utilities Plan
Complete Incomplete See Transportation
Revised 10/25/07
Note(s)
❑
® (1)
Location and type of existing and
proposed street lighting
®
❑
Location, width, and construction material
of all existing and proposed sidewalks,
sidewalk ramps, pedestrian access ways,
and trails
®
❑
Location, widths (of paving and right-of-
way) and names of all existing and
proposed streets, alleys, dedications,
Revised 10/25/07
access easements or other right-of-ways
within or adjacent to the proposed
development, including ownership and
maintenance status, if applicable
® Location of existing and required traffic
control devices
Transportation Notes:
1. Please show the existing streetlight in the cul-de-sac and the proposed lighting for
path connections to the new subdivision to the south.
Additional comments not related to the completeness of the application:
Revised 10/25/07
ANY REQUIRED ADDITIONAL MATERIALS, APPLICATIONS OR
PERMITS
IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL STANDARDS OR
APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE APPLICANT SHOULD
CONSIDER UTILIZING EITHER THE DEVELOPMENT ISSUES MEETING OR THE PRE -
APPLICATION REPORT FOR MORE DETAILED INFORMATION:
Applicable Not
Revised 10/25/07
Applicable
❑
®
Where a multi -family development is proposed, any additional
materials to demonstrate compliance with SDC 3.2-240
❑
®
Riparian Area Protection Report for properties located within 150
feet of the top of bank of any Water Quality Limited Watercourses
(WQLW) or within 100 feet of the top of bank of any direct
tributaries of WQLW
❑
®
A Geotechnical Report prepared by an engineer must be
submitted concurrently if there are unstable soils and/or a high
water table present
®
❑
Where the development area is within an overlay district, address
the additional standards of the overlay district
❑
®
If five or more trees are proposed to be removed, a Tree Felling
Permit as specified in SDC 5.19-100
❑
®
A wetland delineation approved by the Oregon Division of State
Lands must be submitted concurrently where there is a wetland
on the property
❑
®
Any required federal or state permit must be submitted
concurrently or evidence the permit application has been
submitted for review
®
❑
Where any grading, filling or excavating is proposed with the
development, a Land and Drainage Alteration permit must be
submitted prior to development
®
❑
Where applicable, any Discretionary Use or Variance as specified
in SDC 5.9-100 and 5.21-100
❑
®
An Annexation application, as specified in SDC 5.7-100, where a
development is proposed outside of the city limits but within the
City's urban service area and can be serviced by sanitary sewer
Revised 10/25/07
THIS APPLICATION IS:
❑ COMPLETE FOR PROCESSING
® INCOMPLETE AND NEEDS MISSING INFORMATION NOTED ABOVE
xa_s:- 4/30/2021
City Planner Date
This is not a decision on your application. Springfield Development Code Section 5.4-
105 and Oregon Revised Statutes 227.176 require the City take final action on a limited land
use decision within 120 days after the application is deemed complete. The 120 -day
processing period for this application begins when all the missing information is submitted or
when you request that the City proceed without the information. You must indicate by either
signing this form or by submitting a written response to the City within seven days of the
date of this form asserting your intentions regarding the provision of the missing
information. If you indicate herein or in your written response that the missing information
will be submitted, then you have 160 days from the date the application was submitted for
Pre -Submittal Review to provide the City with the missing information. If you refuse to
submit the missing information, then upon receipt of the full application packet and
processing fee, the City will deem the application complete for purposes of starting the 120 -
day clock and begin processing the application. No new information may be submitted after
the start of the 120 -day period unless accompanied by a request for an extension of the
120 -day processing time. Upon receipt of a request for extension, the City may extend the
120 -day period for a reasonable period of time. The City may also require additional fees if
the new information is submitted after the Notification to Surrounding Property Owners is
sent out and a second notification is required or if the new information substantially affects
the application proposal and additional review is required.
I, the owner/applicant, intend to submit all missing items indicated herein to the
City within the 180 -day timeline.
Vr 4/30/2021
Owner/Applicant's Signature Date
Please note the following with regard to items marked as incomplete above:
Site Plan: Transit facility information is now included under attachment H
Landscape Plan: some items are checked as incomplete but these were included on the
original plans.
On -Site Lighting Plan: information as supplied by the manufacturer was originally supplied
under attachment F.
Improvement and public utilities plan: The existing street light on Otto Street was shown on
the existing conditions plan previously submitted.
Revised 10/25/07