HomeMy WebLinkAboutApplication Applicant 11/29/20231
City of Springfield
Development & Public Works
225 Fifth Street
Springfield, OR 97477
SITE PLAN REVIEW – TYPE 2
Application Type
□ Site Plan Review Completeness Check
□ Site Plan Review Submittal
□ Final Site Plan Submittal
Required Project Information (Applicant: Complete this Section)
Applicant Name: Phone:
Company: Email:
Address:
Applicant’s Rep: Phone:
Company: Email:
Address:
Property Owner: Phone:
Company: Email:
Address:
ASSESSOR’S MAP NO: TAX LOT NO(S):
Property Address (if applicable):
Size of Property: □ Acres
□ Sq. Ft. Units Per Acre:
Proposed Project Name:
Proposal:
Existing Use:
New Impervious Area (Sq. Ft.):
Required Project Information (City Intake Staff: Complete This Section)
Associated Applications: Placard:
Case No: Date: Reviewed By:
Application Fee: $ Tech Fee: $ Notice Fee: $
TOTAL FEE: $ PROJECT NO:
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Type 2 – Site Plan Review Application Process
A. A Type 2 application involves the Director’s interpretation and exercise of discretion when
evaluating approval standards. Uses or development evaluated through this process are
uses that are conditionally permitted or allowed after Director review that may require the
imposition of conditions of approval to ensure compliance with development and approval
standards. (SDC 5.1.415(A)).
B. A Type 2 decision is made by the Director after public notice, but without a public hearing,
unless appealed. A Type 2 application is reviewed according to the procedures below,
unless the Director determines that the application should be reviewed as a Type 3
decision. A Type 2 decision may be appealed according to SDC 5.1.800. (SDC
5.1.415(B)).
C. When application materials are over 20 pages in length, an applicant must provide an
identical electronic version and hard copy of the submitted materials. (SDC
5.1.215(B)(2)).
1. Site Plan Review Completeness Check Meeting
• The purpose of the completeness check meeting is to determine whether the proposed
development application is complete prior to acceptance of the application for processing
by the City. A complete application is required for the review process.
• The completeness check meeting will examine if the submittal standards of SDC 5.1.220
and 5.17.115 are met.
• A completeness check meeting is required for all Type 2 and 3 land use applications.
• Completeness Check Meetings are typically held within five to seven working days of
application submittal.
• The application must conform with Application Submittal Standards in SDC 5.1.220, the
Site Plan Review Submittal Requirements found in the SDC 5.17.155, and the Checklist
provided in this form below.
2. Applicant and the City Conduct the Completeness Check Meeting
• The applicant, owner, and associated design team are strongly encouraged to attend the
Completeness Check meeting, however it is not required.
• The meeting is held with representatives from Public Works Engineering and
Transportation, Community Services (Building), Fire Marshall’s office, and the Planning
Division and is scheduled for 30 to 60 minutes.
• The Case Planner provides the applicant with a Completeness Check Meeting Checklist
specifying items required to make the application complete.
• The applicant has 180 days to submit a complete Site Plan Review application to the city;
a second Completeness Check meeting is required after the 180 days.
3. Applicant Submits a Complete Application
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• The application must conform with the Application Submittal Standards in SDC 5.1.220,
the Site Plan Review Submittal Requirements found in the Springfield Development Code
(SDC) 5.17.155, and the Checklist provided below.
• An application will be reviewed for completeness in accordance with SDC 5.1.405.
• A Type 2 decision, made after public notice, but without a public hearing, unless appealed,
is issued within 120 days of submittal of a complete application.
• Mailed notice is provided to property owners and occupants within 300 feet of the
property being reviewed and to any applicable neighborhood association. In addition, the
applicant must post one sign, provided by the City, on the subject property.
• There is a 14-day public comment period, starting on the date notice is mailed.
• Applications are distributed to the Development Review Committee, and their comments
are incorporated into a decision that addresses all applicable approval criteria and/or
development standards, as well as any written comments from those given notice.
• Applications may be approved, approved with conditions, or denied.
• At the applicant’s request, the Planner can provide a copy of the draft land use decision
prior to issuing the final land use decision.
• The City mails the applicant and any party of standing a copy of the decision, which is
effective on the day it is mailed.
• The decision issued is the final decision of the City but may be appealed within 12
calendar days to the Planning Commission or Hearings Official, as applicable.
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Type 2 – Site Plan Review Submittal Requirements Checklist
Please Note: • All the following items MUST be submitted.
• If you feel an item on the list below does not apply to your specific
application, please state the reason why in the attached narrative.
• When application or appeal materials are over 20 pages in length, an
applicant must provide an identical electronic version and hard copy of
the submitted materials.
❑ Site Plan Review Application Form
❑ Application Fee – Refer to the Development Code Fee Schedule for the appropriate fee
calculation formula.
❑ An electronic copy of all application materials (USB drive or other) submitted at
the time of application (if total submittal package is over 20 pages).
❑ Proof of ownership, e.g., deed or other recorded document
❑ Concurrent applications where a proposal involves more than one (1) application
❑ State or Federal Permit Required – The applicant must demonstrate that an
application has been submitted for any required federal or state permit and provide a
copy of the application upon request.
❑ Completed Attached Stormwater Scoping Sheet
One (1) Hard Copy of the Following Plan Sets for Submittal:
□ Application materials must be submitted as required below in addition to the requirements
in SDC 5.1.220, Application Submittal Standards. Applications that do not include all the
necessary information may be deemed incomplete in accordance with SDC 5.1.225,
Acceptance of Application.
Please Note: • These plans must provide enough information to enable the City
to determine that the proposed development is feasible, but are
not necessarily required to be detailed construction level
documents
• The City’s Engineering Design Standards Manual, while not land
use criteria, may be used in whole or in part, by the City
Engineer to determine the feasibility of a proposed plan.
• Nothing herein should be interpreted as implying any
requirement in contradiction of Oregon Statute or Oregon
Administrative Regulation.
❑ General Requirements. See SDC 5.17.115(A).
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□ Be prepared by a design professional, licensed in the state of Oregon, when required
by state law, such as an engineer, architect, landscape architect, land surveyor, or
other qualified professional as determined by the Director;
□ Be drawn to scale with the scale indicated on the plans, and the scale sized
appropriately for the area involved and sufficient to show detail of the plan related to
the approval standards;
□ Include a north arrow and date of preparation and/or revision;
□ Provide the physical address of the subject property, if applicable, and the County
assessor’s tax map and lot number;
□ Provide the names and addresses of all persons listed as owners on the most
recently recorded deed;
□ Provide the name, address, email address, and telephone number of any person that
assisted in preparing the application materials or plans; and
□ Show the size of the property and development area in acres or square feet.
❑ Existing Conditions Plan. (SDC 5.17.115(B)). The application must include an existing
site conditions plan that shows, for the entire property and the surrounding property to a
distance of 150 feet from the subject property boundaries:
□ The property boundaries, dimensions, and gross area;
□ Topographic contour lines at one-foot intervals for slopes equal to or less than ten
percent and at two-foot intervals for slopes greater than ten percent;
□ The location and width of all public and private streets, drives, sidewalks, pathways,
rights-of-way, and easements;
□ Potential natural hazard areas, including areas mapped by the City, County, or State
as having a potential for geologic hazards;
□ Soil types and water table information as mapped and specified in the Soils Survey
of Lane County;
□ Resource areas, including wetlands on the City’s Local Wetlands Inventory, streams,
surface mines, and wildlife habitat identified by the City or any natural resource
regulatory agencies as requiring protection;
□ The name, location, dimensions, direction of flow, and top of bank of all
watercourses that are shown on the Water Quality Limited Watercourse Map and
their riparian areas;
□ 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;
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□ Features, including existing structures, pavement, large rock outcroppings, drainage
ways, canals and ditches;
□ The location, size and species of trees and other vegetation having a caliper
(diameter) of six inches or greater at four feet above grade; and
□ Locally or federally designated historic and cultural resources
❑ Proposed Site Plan. (SDC 5.17.115(C)).
□ The proposed development site, including boundaries, dimensions, and gross area;
□ Existing site features, including trees, identified on the site analysis map, if any,
which are proposed to be retained, removed, or modified by the proposed
development;
□ The location and dimensions of all existing and proposed structures, utilities,
pavement, and other improvements on the site and adjacent to the site for a
distance of 150 feet;
□ Setback dimensions for all existing and proposed buildings;
□ Loading and service areas for waste disposal, loading, and delivery; and
□ Outdoor recreation spaces, common areas, plazas, outdoor seating, street furniture,
and similar improvements
❑ Utility and Improvement Plan. (SDC 5.17.115(D)). The application must include a
utility and improvement plant that shows:
□ The name and location of all existing and proposed public and private streets within
or on the boundary of the proposed development site including the right-of-way and
paving dimensions, and the ownership and maintenance status;
□ Location of existing and required traffic control devices, fire hydrants, streetlights,
power poles, transformers, neighborhood mailbox units, and similar public facilities;
□ The location, width, and construction material of all existing and proposed sidewalks,
sidewalk ramps, pedestrian access ways, and trails;
□ The 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 communications connections including cable, internet,
and television cable, etc.;
□ The proposed connection points of the proposed utilities; and
□ The location and size of existing and proposed easement and public dedications
❑ Landscape Plan. (SDC 5.17.115(E)).
□ Existing and proposed building and pavement outlines;
□ The location and dimensions of existing and proposed terraces, retaining walls,
decks, patios, shelters, and play areas;
□ Existing and proposed abutting street right-of-way landscaping;
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□ Screening as specified in SDC 4.4.110;
□ Plantings, either existing or proposed, used in erosion control and stormwater
treatment facilities;
□ Details of a permanent irrigation system, unless specifically exempted as specified in
SDC 4.4.100;
□ Street trees as specified in SDC 4.2.140;
□ A specifications list for all landscaping materials to be used;
□ A planting schedule containing the location, size, and species of the existing and
proposed plant materials (at time of planting);
□ The anticipated size of all proposed plants at two years, or at maturity, whichever is
first; and
□ A description of planting methods as specified in SDC 4.4.100
❑ Access, Circulation, Parking, and Lighting Plan. (SDC 5.17.115(F)).
□ The location, dimensions and number of typical, compact, and disabled parking
spaces; including aisles, landscaped areas, wheel bumpers, directional signs and
striping;
□ The location and dimensions of all site circulation for vehicles, pedestrians, and
bicycles including entrances and exits to the site, and loading and service areas;
□ Access to streets, alleys, and properties to be served, including the location and
dimensions of existing and proposed driveways and driveways proposed to be
closed;
□ On-site lighting including the location, orientation, and maximum height of all
proposed exterior light fixtures, both free standing and attached.
□ For lighting, the type and extent of shielding, including cut-off angles and the type of
illumination, the wattage, luminous area, and a photometric test report for each light
source;
□ The location, type, number, and dimensions of all bicycle parking spaces;
□ The amount of gross floor area applicable to the parking requirement for the
proposed use;
□ The location of off-street loading areas;
□ Existing and proposed transit facilities;
□ A copy of a Right-of-way Approach Permit application, where the property has
frontage on an Oregon Department of Transportation (ODOT) facility; and
□ A Traffic Impact Study prepared by an Oregon Licensed Traffic Engineer when
required by and as specified in SDC 4.2.105(A)(4).
❑ Grading, Paving, and Stormwater Management Plan. (SDC 5.17.115(G)).
□ Stormwater management system for the entire development area;
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□ The roof drainage patterns and discharge locations;
□ The 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 drainage ways to be retained; and
□ The existing and proposed elevations, site grades, and contours
❑ Phased Development Plan. The application must include a Phased Development Plan if
phasing is proposed. The plan must indicate any proposed phases for development,
including the boundaries and sequencing of each phase as specified in SDC 5.17.115.
Phasing must progress in a sequence that promotes street connectivity between the
various phases and accommodates other required public improvements, including but not
limited to, sanitary sewer, stormwater management, water, and electricity. The Approval
Authority may require the applicant to enter into an agreement for phased developments,
and may require bonding or other assurances for improvements, in accordance with SDC
5.15.135, Bonding and Assurances for Development.
❑ Narrative. The application must include a written letter, narrative, or report documenting
how the proposal is in compliance with the applicable approval criteria contained in SDC
5.17.125, Site Plan Review Approval Standards.
❑ Deed Restrictions. The application must submit copies of all existing and proposed
restrictions or covenants.
❑ Additional Information. The Director may require an applicant to submit additional
information at the time of Site Plan Review application submittal. At the applicant’s
expense, additional studies, reports, or exhibits prepared by qualified professionals may
be required to address specific site features or concerns to demonstrate compliance with
approval standards. Additional information may include, but is not limited to the following
items:
□ Evidence that any required Federal or State permit has been applied for or approved;
□ A Geotechnical Report prepared by an Oregon-licensed engineer, if the required Site
Assessment specified in SDC 5.17.120 indicates the proposed development area has
unstable soils and/or a high water table as specified in the Soils Survey of Lane
County.
❑ Septic Systems. If the properties are not served by the City sewer system in accordance
with SDC 4.3.105, the application must include documentation from the Department of
Environmental Quality or its agent that indicates that the proposed development will be in
compliance with all applicable requirements for sanitary septic systems when such
systems exist on the properties affected by the development.
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IT IS THE APPLICANT’S RESPONSIBILITY TO DETERMINE IF ADDITIONAL
STANDARDS/APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE
APPLICANT SHOULD CONSIDER UTILIZING PRE-DEVELOPMENT MEETINGS AS
DISCUSSED IN SDC 5.1.210:
The following information may be submitted or may be required to be submitted for the
applicant to demonstrate compliance with the applicable approval standards.
□ Preliminary Title Report. A Copy of a Preliminary Title Report issued within the
past 90 days documenting ownership and listing all encumbrances.
□ Traffic Impact Study. A developer may be required to prepare a Traffic Impact
Study (TIS) to identify potential traffic impacts from proposed development and
needed mitigation measures.
□ Multiple Unit Housing Standards. Materials to demonstrate compliance with SDC
4.7.380, Multiple Unit Housing Standards (if applicable).
□ Riparian Area Protection Report. 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.
□ Geotechnical Report. 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, or if required by the City Engineer.
□ Overlay District. Where the development area is within an overlay district,
address the additional standards of the overlay district on plans and narratives.
□ Additional Information. Where physical aspects of a proposed development,
including but not limited to scale, odor noise, glare or vibration, will impact less
intensive surrounding uses, the Director may request submittal of conceptual floor
plans or other information necessary to determine compliance with applicable
standards.
□ Tree Felling Permit. If five or more qualifying trees are proposed to be removed,
a Tree Felling Permit as specified in SDC 5.19.100.
□ Wetland Delineation. A wetland delineation approved by the Oregon Department
of State Lands must be submitted concurrently where there is a wetland on the
property.
□ Federal or State Permits. The applicant must demonstrate that an application
has been submitted for any required federal or state permit and provide a copy of
the application upon request.
□ Land and Drainage Alteration Permit (LDAP). Where any grading, filling or
excavating is proposed with the development, a Land and Drainage Alteration
permit must be submitted prior to development in accordance with Springfield
Municipal Code 8.418.
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□ Discretionary Use or Variance. Where applicable, any Discretionary Use or
Variance as specified in SDC 5.9-100 and 5.21-100 must be provided.
□ Annexation. An Annexation application must be submitted prior to submission of
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 served by
sanitary sewer.
Return to Clayton McEachern @ City of Springfield, email: cmceachern@springfield-or,gov, FAX: (541) 736-1021
CITY OF SPRINGFIELD, OREGON
DEVELOPMENT AND PUBLIC WORKS
225 FIFTH STREET
SPRINGFIELD, OR 97477
PHONE: 541.726.3753
FAX: 541.726.1021
www.springfield-or.gov
STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK
Project Name: Applicant:
Assessors Parcel #: Date:
Land Use(s): Phone #:
Project Size (Acres): Fax #:
Approx. Impervious Area: Email:
Project Description (Include a copy of Assessor’s map):
Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary:
Proposed Stormwater Best Management Practices:
Drainage Study Type (EDSPM Section 4.03.2): (Note, UH may be substituted for Rational Method)
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 Considerations:
Wellhead Zone: Hillside Development:
Wetland/Riparian: Floodway/Floodplain:
Soil Type: Other Jurisdictions
Downstream Analysis:
N/A
Flow line for starting water surface elevation:
Design HGL to use for starting water surface elevation:
Manhole/Junction to take analysis to:
--------------------------------- (Area below this line filled out by the City and Returned to the Applicant) ----------------------------
(At a minimum, all boxes checked by the City on the front and back of this sheet shall be submitted
for an application to be complete for submittal, although other requirements may be necessary.)
------------------------------------------------- (Area below this line filled out by Applicant) --------------------------------------------------
(Please return to Clayton McEachern @ City of Springfield Development and Public Works; Fax # 736-1021, Phone # 736-1036),
email:cmceachern@springfield-or.gov
Form Version 5: June 2015
COMPLETE STUDY ITEMS
* Based upon the information provided on the front of this sheet, the following represents a minimum of what is needed for an
application to be complete for 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 (NBR) 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 3.03.1 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.
The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins.
Review of Downstream System (EDSPM Section 4.03.4.C)
A downstream drainage analysis as described in EDSPM Section 4.03.4.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.
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 lb load
without failure of the pipe structure.
Manning’s “n” values for pipes shall be consistent with Table 4-1 of the EDSP. All storm pipes shall be designed to
achieve a minimum velocity of three (3) feet per second at 0.5 pipe full based on Table 4-1 as well.
Other/Miscellaneous
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 runoff 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.deq.state.or.us/wq/uic/uic.htm 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.
For Official Use Only:
As the engineer of record, I hereby certify the above required items are complete and included with the submitted stormwater study
and plan set. Signature Date .
* IMPORTANT: ENGINEER PLEASE READ BELOW AND SIGN!
Dreamland Childcare Robertson/Sherwood/Architects pc (2330)
Type II Site Plan Approval Application Narrative Page 1 of 3
Site Plan Review Narrative for:
Dreamland Childcare, LLC
1810 15th Street
Springfield, Oregon 97477
Nov 27, 2023
Property Owner
Ronald D Perkins and Linda G Perkins Revocable Trust
90203 Sunderman Rd
Springfield, OR, 97478
Agent: Matt Bryson
Email: mbryson@metcorealty.com
Tenant
Dreamland Childcare, LLC
1810 15th Street
Springfield, OR 97477
Contact: Dayna Brink
Phone: (541) 799-4240
Architect (Plan Preparation)
Robertson/Sherwood/Architects pc
132 E. Broadway, Suite 540
Eugene OR 97401
Attn: John Webster, AIA
Phone: (541) 342-8077
Project Location:
Tax Map No. 17-03-25-23 Tax Lot 2401.
Project address: 1810 15th Street, Springfield Oregon 97477.
Project Description:
The property at 1810 15th Street is currently designated as a business occupancy. The project is planning
to change the building into a Childcare Center (allowing up to 33 students). Relocation of existing mailbox
and use of curbside areas for drop-off parking.
Approvals Requested:
Site Plan Review approval is requested.
Attached Information: (digital versions included in accompanying CD)
Site Plan Review Application
Narrative (this document)
Tax Map of site
Deed for the property (2009)
Title Report (2001)
Photos of existing Building.
Full size plan set of existing and proposed Site Plan
Dreamland Childcare Robertson/Sherwood/Architects pc (2330)
Type II Site Plan Approval Application Narrative Page 2 of 3
Site Ownership:
The proposed work occurs on one tax lot: Lot 2401
The property is owned by:
Ronald D Perkins and Linda G Perkins Revocable Trust
90203 Sunderman Rd
Springfield, OR, 97478
Agent: Matt Bryson
Email: mbryson@metcorealty.com
Zoning:
The site is within the City of Springfield’s Urban Growth boundary in an R-2 District and per Metro Plan
Designation, zoned as (Residential).
Per SDC 4.7-125 Childcare Facilities:
The proposed use (Childcare) is permitted for this zone and will meet the Children’s Services Division
(CDS) regulations, Chapter 414, Division 300 (Nov 1, 2022).
A 6 feet high sight-obscuring fence will surround all outdoor play areas.
A 10 feet minimum landscape front yard setback is designated for the site.
Site Access:
An existing driveway from 15th Street (East side of property) will be repurposed as 2 parking stalls,
including 1 accessible parking, and loading zone.
An existing 5-foot sidewalk connects the street sidewalk to the existing building entrance. A new
accessible route to the entrances will be installed to overcome the barriers of accessibility (stairs).
Drop-off parking will be provided via street-side parking in front of the property.
Off-Street Parking Facilities:
Per SDC:
Childcare Center: 1 space per 350 SF gross area
1 drop-off for each 700 SF gross area.
1913 SF / 350 = 6 parking spaces
1913 SF / 700 = 3 drop-off spaces
No minimum parking required (State OAR 660-012-0400 through 0450)
HC Parking stalls to be provided (if parking provided)
LTD transit stops within 1 block of the property.
Bicycle Parking provided.
TOTAL PARKING PROVIDED:
1 standard & 1 HC space (with 8’ access aisle), 2 drop-off spaces (on street).
The existing driveway will be restriped to indicate the new parking configuration:
East driveway - Two (2) parking stalls. This includes one van-accessible stall.
East street parking: - Two (2) “Drop Off” parking stalls.
Drop off stalls begin 30’ from intersection curb (safety zone per ORS 811.550).
Total on-site provided parking = 2 spaces.
See dimensioned Site Plan for sizes and configuration.
Lot Bicycle Parking:
(Based upon SDC, Table 4.6.3)
Assisted Care and Day Cares (1 per 5 employees)
10 employees = 2 spaces required (75% long term / 25% short term)
Per SDC 4.6.3: Minimum of 4 spaces for each principal use.
Bicycle parking provided = 3 long term / 1 short term
New floor-mounted loop bicycle rack will provide up to 2 short-term bicycle parking on the North side of
the building, against the north fence.
Dreamland Childcare Robertson/Sherwood/Architects pc (2330)
Type II Site Plan Approval Application Narrative Page 3 of 3
Existing storage shed will be repurposed as covered, long-term bicycle parking. Electrical lighting will be
provided in the shed.
Site lighting:
Existing wall-mounted lighting provides illumination for the immediate area around the building. A new
wall-mounted LED light fixture will be installed to provide lighting for the east parking area. See attached
lighting data sheet.
Utility Infrastructure:
The project site is served by adequate public utilities.
No changes proposed.
Stormwater Management:
No Stormwater management requirements per Clayton McEachern (Springfield Public Works).
Changes to site include a minor change to impervious paving (89 SF), to provide accessible loading zone
for parking.
Floodplain:
The property is not in a flood plain area.
Wetlands:
The property is not within the identified areas of the Springfield Local and National Wetland Inventory
Map.
Drinking Water Protection (DWP):
The property is located within the 1-year Time of Travel Zone (TOTZ) for the “16th & Q” well site,
according to the Springfield Wellhead Protection Area Map.
No hazardous material storage is planned for the property beyond standard cleaning supplies.
DWP exemption application has been filed with SUB.
Irrigation:
An existing irrigation system is present on the site.
Fire Protection:
The existing building does not require automatic fire sprinkler systems per Code. Emergency vehicle
access is available along the East and South property line, with access to all sides of the building within
dimensional limits. The site is served by an existing fire hydrant, located across the street (30’) from the
Southeast corner of the property.
Building Height:
The restriction on building height in the HDR zone is 35 feet. The existing height of the building is less
than 20’-0”. No changes proposed.
END OF NARRATIVE
Dreamland Childcare Robertson/Sherwood/Architects pc (2330)
Site Plan Review - Building Photos Page 1 of 5
Site Plan Review – Building Photos:
Dreamland Childcare
1810 15th Street Springfield, Oregon
Property Owner
Ronald D Perkins and Linda G Perkins Revocable Trust
90203 Sunderman Rd
Springfield, OR, 97478
Agent: Matt Bryson
Email: mbryson@metcorealty.com
Applicant
Dreamland Childcare, LLC
1810 15th Street
Springfield, OR 97477
Contact: Dayna Brink
Phone: (541) 799-4240
Architect (Plan Preparation)
Robertson/Sherwood/Architects pc
132 E. Broadway, Suite 540
Eugene OR 97401
Attn: John Webster, AIA
Phone: (541) 342-8077
Project Location:
Tax Map No. 17-03-25-23 Tax Lot 2401
Project address: 1810 15th Street, Springfield Oregon 97477.
Dreamland Childcare Robertson/Sherwood/Architects pc (2330)
Site Plan Review - Building Photos Page 2 of 5
Existing Front yard:
Dreamland Childcare Robertson/Sherwood/Architects pc (2330)
Site Plan Review - Building Photos Page 3 of 5
Existing Back Yard:
Dreamland Childcare Robertson/Sherwood/Architects pc (2330)
Site Plan Review - Building Photos Page 4 of 5
Bathroom:
Dreamland Childcare Robertson/Sherwood/Architects pc (2330)
Site Plan Review - Building Photos Page 5 of 5
Existing Signage:
END OF PHOTOS
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S89°59'W
S89°53'49"W
30'30'30'30'30'30'99.40'
99.40'
S89°28'40"E 99.50'
N89°59'40"E 99.50'
49.75'49.75'
49.75'49.75'
N89°55'02"E
51.50'48'
51.50'48'
99.40'
86.40'
73.40'104.75'104.83'N0°15'E 460.18'104.83'104.83'61.31'52.10'46.18'49.70'49.70'
49.70'49.70'104.68'104.83'160.67'113.41'61.31'49.70'49.70'
73.40'
S89°28'40"E
13'13'127.43'118.51'5'8.46'S0°00'25"W 87.80'N89°56'29"E N0°02'23"E87.73'S89°59'W92.61'
59.06'33.55'
32.82'59.74'S0°24'35"W87.78'100'
S89°59'W 100'N0°15' E 158.99'158.69'159.51'30'30'N0°15'E 96'87.54'87.25'96.06'S89°53'49"W99.40'SUBDIVISIONBALCO M C O TTAG EH O U SE2003-P1702P1782G AR D EN S3
4 5
7 6
1' STRIP
1
2
3
4
5
3
41
2
34
5 6
78
2
1 2 3 4
5 6 7 8
1
2
3
4 5
PCL 1
4
LOT 'A'
1 2 3 6
7
8
9
1011
12
13
14
15
1617
18
1920
21
22
23
28
27
26
25
24
PCL 2
PCL 2
1 2
3 4
5
I.P.
I.P.
INITIALPOINT
I.P.
AP P R OX1/4 C OR
N89°59'E 100'S0°04'E 200'S89°59'W 20'80'N0°04'W 110'90'N89°59'E30'N0°04'W76'S.37431
S.39964
100
93.9'S89°28'37"EINITIALPOINT
INITIALPOINT 73.1'S89°33'W
S0°06'23"W76.63'76.05'S89°54'33"W73.31'
N89°54'33"E73.9'76.05'80'71.99'80'150.98'S0°03'06"E20'73.9'73.52'30'30'60'N89°54'33"EN89°54'33"E
73.9'20'73.68'132'S0°03'06"E68'68'109.04'S0°03'06"EN0°06'23"E78.61'73.9'S89°33'54"W
S89°33'54"W75.64'R=280'30.48'N3°13'36"E48.47'N11°18'45"ER=280'R=220'53.14'N9°20'31"E93.87'S89°56'47"E 100'10'77.23'N89°58'40"W93.9'
93.9'77.23'N89°58'40"W93.9'10'20'20'30'30'BIRDMORINPLATPLAT1'20'60'
1'N0°16'41"W431.87'22.7'30'
32.27'
1'PCL 'B'122.68'150'NORTH20'20'90'
90'WEST
30'30'25'70'20'42.22'77.78'73.42'WEST 69.72'N9°11'44"EN15°11'11"E9.07'52.89'N7°06'05"EN57°35'19"E59.61'N89°59'43"E43.26'21.68'56.72'113.78'70'
EAST 86.97'88.66'NORTH88.66'NORTH86'80'20'
S89°59'W98.18'
98.51'N89°59'E
122.68'86'S0°12'W88.5'120'EAST
PCL 'A'98.91'
99.23'93.26'93.26'EAST
99.44'60'60.94'85.09'
65.08'
65.08'93.26'NORTH20'154.99'SIXTHADDTORAMBLINGACRES20'
100'155.91'S0°12'W100'20'
661.38' NORTH &1884.02' W EST FROMSW COR DLC 51
100.2'S89°28'30"E
N0°15'E80'N89°69'E80.27'80'75.91'156.86'N89°59'E 80.34'20'N0°15'E50.19'50.20'120'120'N0°15'E50.2'S89°59'W 100.49'88.5'105'N0°15'E103.63'50'50'50'50'
S89°46'12"E (PLAT)
603
600700
103.84'104.06'104.27'104.27'N0°15'EINITIALPOINT 50'50'50'50'
S89°59'WHOL-24.88'25.12'55.12'20'20'104.51'S0°15'W105'105'S0°15'W105'105'20'20'55.12'24.88'25.12'74.88'
'T' STREETS89°46'12"E (PLAT)
50'50'50'50'
50'50'50'50'
N89°33'W
155.58'N0°15'E155.75'155.93'N0°15'ES89°34'E 99.5'156.89'99.5'N89°59'E
99.5'104.51'N0°15'E99.5'20.49'20.49'79.5'
79.5'84.51'84.51'900
60'20'30'20'30'99.50'
1000
109.55'46.3'53.39'
53.39'
50.7'50.69'161.74'N0°00'22'W161.17'S0°00'07'51"W160.66'50.3'50.31'60'100.9'N0°02'42"WS89°59'W100.31'
110120.1'88.54'109.55'109.55'52.63'46.3'30'30'99.23'
80.03'79.9'20'
N89°59'E
80.02'
79.9'175'100'100'110'110'75'100'65'175'99'76'50'50'200.62'N0°04'W50'50'200.63'49.95'49.95'
99.9'
49.95'49.95'S89°59'W200.64'200.65'200.66'200.68'S0°04'E95.66'99.9'100'
79.9'20'
99.9'99'79.9'175'1801
175'S0°04'ES0°04'E175'55'45'
45'55'
INITIALPOINT N89°59'E
N89°59'E
S.417612010-P24221900
99.5'100'30'30'82.9''S' STREET80'20'
100'
80'20'
S89°59'W
100.57'98.5'98.5'80'77.1'100'175.6'80'80'175.6'100'
80'95.6'N0°04'W60.49'
N89°59'E
80'20'20'
80'110'110'200'90'159'80'
100'75'100'N0°04'W114'114'84'81'80'S89°59'W135.6'135.6'80'20'
N89°59'E
216.6'INITIALPOINT
87.8'68.34'
68.34'50'N89°59'E 161.19'50'50'50'161.17'
160.75'100'160.75'
160.62'60'60'30'30'100'
100'
100'100'
100'92.7'92.7'WEST 200'90'90'182.7'182.7'91.32'91.32'200'91.32'91.32'200'91.32'91.32'NORTHNORTHN0°02'34"W200'91.32'91.32'200'
50'91.32'91.32'100'100'50'194.02'80'50'
100'100'EAST100'
WEST 182.7'182.7'182.7'30'30'N89°59'E 160.14'80'80'113.47'113.47'113.47'80'80'30'35'75'75'160.25'
S89°59'W 160.99'75'75'N0°04'W100' (100.74')60.25'60'S0°02'34"E60'60.6'20'100'N89°59'E
100'60.6'161.06'N89°59'E
80.6'60'N0°04'W61.02'57.8'57.8'80'
N89°59'E80'80.07'80'80'80'N89°56'E80'80'80'80'80'80'N89°56'E
80'81.19'81.1'80'
100'
20'30'FIRSTADDTONORTH-TOW NE20'30'30'30'14TH STREETS0°04'E406.16'30'30'30'30'35'35'30'30'35'100'
100.12'INITIAL POINTS89°59'W50'50'201.03'201.04'S0°04'E201.06'WEST 88.42'
50'50'436.03'N0°04'W175'95'68.42'
EAST
80'20'WEST
20'30'30'175'11.58'
1400
123.97'95'
100.12'WEST95.12'124'100.12'
INITIALPOINT63.02'60'60'100.12'95.12'
95.12'
100.12'124'124'100'
5'
5'
'R' STREET
ASHLEYCOURT75'75'
140'N89°59'E
N0°04'W92.66'N26°26'E43.76'S89°59'W 159.67'
85.74'N12°08'E68.11'40.3
3'
N38°3
4'W91.94'S23°20'45"W
84.1'N2°31'15"E70'15'80.98'73.93'
S89°58'E61.2'61.2'R
=
2
0'R=20'75'
75'64.8'70'70'90.13'75'
75'70'95.2'
75'75'70'70'N89°59'E 499.67'70'70'75'84.67'
84.67'75'81.05'69.99'N 6 9 °2 5 'E
8 0 .1 'N89°56'E73.93'
73.93'
N89°56'E
73.93'75'75'86.06'60'60'70.17'73.93'
N89°56'E
73.93'70'73.93'60'48.03'73.93'
N6°19'W10.02'R=46'
50'73.93'
73.93'N0°04'W70.17'46.32'S34°24'15"E22.56'65.05'70.09'WEST 499.67'
N89°56'E
73.93'70'73.93'46.54'N34°16'15"E22.56'N0°04'WR=46'
4 0.33'N 8 9 °34'WN2
3
°
3
0
'W8
8
.
8
8
'40.33'S38°26'W80.88'N73°W78.49'47.88'S6°11'W10.02'
S89°56'W
60'70.09'70'60'73.95'
73.95'N89°56'E
73.95'50'35'35'2683.5' W EST FROMSE COR W SPENCERDLC 50 'Q' STREET COUNTY ROAD NO 1141
EUGENE SPRINGFIELD HIGHWAY I-105
140'15TH STREETNORTHTOW NEFOURTH ADDITION TO RAMBLING ACRES
N0°11'50"EHOLLANDMANOR3000
22 23 24 25
ROAD
60'60'60'112.35'60'60'60'50'55'50'55'55'50'S89°58'54"W 100'
S89°58'54"W 100'
S89°58'54"W 100'
S89°58'54"W 100'FREEMANMEADOW S1800 1902
LOT 1
LOT 2
LOT 3 LOT 4
LOT 5
LOT 6S.43436 N0°05'40"W 187.80'S0°04'E 187.80'S89°58'41"W2004-2
1
1
PCL 1
S.38592 155.4'N0°15'ELANDMANOR156.1160'87.03'N89°57'35"E
74.06'S89°57'35"W
13'63.98'123.98'63.84'13'74.09'2019-P2865IP
S 44722
PCL. 1
PCL. 2
PCL. 3
1903
1904
1901
0.36 AC 0.41 AC
0.13 AC
0.28 AC
0.13 AC
0.1 AC 0.15 AC 0.21 AC0.14 AC
0.46 AC0.23 AC0.23 AC0.23 AC0.23 AC
0.12 AC0.12 AC 0.15 AC0.12 AC0.12 AC0.12 AC 0.21 AC0.2 AC
0.1 AC0.1 AC0.27 AC 0.1 AC0.1 AC
0.12 AC
0.15 AC
0.28 AC
0.23 AC 0.13 AC 0.13 AC
0.15 AC 0.28 AC 1.66 AC0.14 AC 0.13 AC
0.14 AC0.15 AC
0.41 AC
0.14 AC0.14 AC0.12 AC0.12 AC0.12 AC0.12 AC0.26 AC 0.12 AC0.23 AC 0.24 AC0.23 AC 0.15 AC
0.41 AC0.21 AC
0.22 AC0.2 AC
0.41 AC0.18 AC
0.21 AC
0.18 AC
0.18 AC 0.21 AC
0.12 AC
0.07 AC
0.41 AC
0.21 AC
0.21 AC
0.25 AC
0.14 AC0.15 AC0.22 AC
0.22 AC
0.18 AC
0.22 AC
0.18 AC0.18 AC
0.17 AC
0.19 AC0.2 AC0.15 AC
0.18 AC
0.12 AC0.13 AC 0.31 AC
0.14 AC0.03 AC
0.23 AC0.12 AC
0.06 AC
0.12 AC0.12 AC
0.13 AC 0.17 AC
0.12 AC0.18 AC0.19 AC0.14 AC
0.19 AC
0.14 AC0.14 AC0.12 AC0.12 AC0.12 AC0.24 AC0.12 AC0.12 AC0.23 AC
0.13 AC 0.14 AC
0.12 AC 0.19 AC0.13 AC
0.14 AC0.36 AC0.21 AC
0.18 AC0.18 AC0.18 AC0.34 AC
0.14 AC0.18 AC0.18 AC 0.18 AC0.18 AC
0.1 AC 0.11 AC
0.28 AC
0.18 AC
0.11 AC
0.19 AC
0.11 AC
0.22 AC
0.17 AC
0.25 AC
0.22 AC
0.18 AC
0.18 AC
0.22 AC
0.14 AC
0.12 AC
0.18 AC
0.11 AC
0.14 AC
2800 3400
5700
21022002
5200
4100 503 306305
16021503150112021203
17101711 2304171617171723 24012400
170917121401171517221718
2303 2402
1300
1303 1402 170817131721
2302 2501 3800140317071714
2503171917202301
3700
250017061705
1700
170417031702140417011302 250213012300
36002600
27002202
350021002001
2203
2900
2901 3300
30033002
3200
2201
31002200
2101
30012103
2000
20031803
1600
1601
1502
15001201
1200
101301203501801602601701300702802
4004400
401
450011021103
302 102
103202303304403
502504611610609608803430042001100
4600
201 104
4000 105200307308402500607606605604800
390011041105 48004700
4900 5000
5100
1802
5600
5500
5300
5400
1907
1905
1906
019-00
SEE MAP17032524SEE MAP17032614
SEE MAP17032522
SEE MAP17032532
SEE MAP17032531
SEE MAP17032641
SEE MAP17032521
FOR ASSESSMENT ANDTAXATION ONLY S.W.1/4 N.W.1/4 SEC. 25 T.17S. R.3W. W.M.Lane County1" = 100'
CANCELLED10010001101140019003000600603700900180118001902190119031904
17032523SPRINGFIELD
SPRINGFIELD17032523
LCATSKP - 2019-07-15 15:24
REVISIONS05/27/2011 - LCAT167 - CONVERT MAP TO GIS09/23/2015 - LCAT142 - CANC. 1800 & 1902 TO FREEMAN MEADOWS09/22/2017 - LCAT155 - AC CORRECT TL 120009/22/2017 - LCAT174 - ACRE CORRECTION TL 220010/06/2017 - LCAT174 - ACRE CORRECTION TL 200301/17/2018 - LCAT174 - ACRE CORRECTION TL 130002/19/2019 - LCAT148 - NTL 1903 & TL 1904 OUT OF TL 190107/15/2019 - LCAT148 - CANC TL 1901, 1903, 1904 INTO 2019-P2865
Produced using RLID (www.rlid.org) on 11/02/2023 at 12:17 PM
Produced using RLID (www.rlid.org) on 11/02/2023 at 12:17 PM
EVERGREEN LADE) 717LE CO.
TITLE INSUPAMCC SEMbQ1:$ • EX 404 C6QS1%'3S
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ALpil 15. 70 1
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1570 �1palgwk B.pult�3rd
Springfield, Ch-cVa 97477
Atxn• Nckie Mogstad
DCw Dickie.
Estirri.mW PteMium far,
$I21,500.00 OWNER'S POLICY
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55 l 5.00
S L 85.00
$5000
52 5 00
$775.00
We arc pteputd to wrile TMe InairwKc am;riei$ the following described premises to-wil
Beg-inniag iL a pgia ori the &m Ah lirrt ofthe William Spencer DDnation Lined Claim No. 50,
TowmMp L7 South, RM-gC 3 k4;gl r)Flhc! 17L5tlarrcem Maiifia,4 LM $0 foe4 Wca 4f the
Spume Cgnnerlhmof; thenct West 80.01foes elang said South line; Ihenee North Q' 04' West
1.43.49 feet; thence Nonh d99 59' Fag 84 14 fit to Ow W" I ine of the North l3* StrM:
chrnce South 147.52 Rd to The Faint of 9sgi inning. i n Lane County, Orem.
Showing Ere simple fide as of April. b, 200 L, iii 8 00 * m , veiled in:
ANDREW CUELLAX AND JANET LF -A CUELLARF
as trnant9 by chit a ntircty
Subject t0 the uma1 p7.lrulcd CXCt-Plituq, and
I. Tax-, MV Pau. 17-0x-ZS•23.02MI1. trade 19-00, Account No. 0205474,1040-I001, s li cn
the Cftigmal amount of S1,555.0 I., -ofwhieh $1,043.68, is unpaid
lfj&y. aftht TxLMiG in any p4rt'Gn of said Premiers Tying within the limits of strcdS, Twds
E nanl for TrMsadssion aid DLvu�bution Lines, pwrbed 10 the Cay+ of EUSUK,
uding the I=u arld prwwisions Iilereaf, by instFunm Rworded August 2, 19U. Rcot:pt'1011n.
73440, L.AMCOoMy DFCWM Ptcords
34158
4. Kg* ydanafNUmal R�tghU irL �oraf1heUeln63 x Ucunt arkd Life are ur�R 4rds
ansa. menr Rrc*Mi!d June 27, 1944, Hoak M. P
5. RGfirvptio+►f.,nd Tkrstr6mj0m, arxluding 4►e ta'ms sad Pruv*F 3111 cFV0yf, by'r"Efu meat
Rewrdtd Fdxuvr 7. 1 M5, Book 2RI. Pugs 538. lane County C"Sorn
6. EmtrncrA dca P&16� U111itiM including the tants amd pro.isiorls thtreoF, granted 10 thaCiry
4f$pringField, by immummm Recohtt(l August 24 1E)62, RMj Ko. 04�, ReccptionT+e. 81183,
Lure Ut—LyOrtgoa FtCQWds.
7. p1WAm EFxrc we ria parties ie pajsesaiok orc1simiris 10 be in otherdwm ebuvc vesuss-
S. Amy Axmwy lirns for hbtx Dr rrjjCersl, whichh;t'e aowx2ined 09' h—fitr ma}r
Fvr.sn F% Asia priO ry mmr the lien aiht inwre+d r.�orglge, v, 11 liens: do rw1 n0%h appeaj
of rV"dJ.
K011- The address Df Lbe pmptrty 14 be insured hcreirL is: 1814 t 5TH &TEET.
SpRi GFIELD, DRE )ON' 97477
K01rZ- A SEARCH was dor& for On namd5) ANDREW (:lJT-1,LAP-
AND
JANET LEA COELLAR, FtOt3 AkLD D FERKINS AND LFWA Q PERP FNS, end as ofi
April6. 100 h_ none ,art found
NOTJ At of ApriL S. 2401 , chat ue no ii" fur rhe Diiy -of Spririocld.
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Ele F-RGREEN LAND TME Cp31MW
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AUr7. flick Schomstr;n
NU LTABILITY IS ASSkNED HEREIJN13ER UIILM POLICY IS i9sueD AND
PR.EI+OLrbi PAID If FOR &-rY RE} SOM Tf13r REPORT IS CANCELLED, ANI LLr1 UM
CANCELLATION FEE OF S200.00 IATLL BE CHARGED.