HomeMy WebLinkAboutApplication Applicant 8/2/2023City of Springfield
Development & Public Works
225 Fifth Street
Springfield, OR 97477
SITE PLAN REVIEW - TYPE 2
SPRINGFIELD
W ok
Application Type
o Site Plan Review Completeness Check
❑ Site Plan Review Submittal
❑ Final Site Plan Submittal
Required Project Information (Applicant:
Applicant Name: Brandon Bennett
Complete this Section)
Phone: (541) 323-4845
Company: Anytime Self Storage LLC
Email: bbennett@signalv.com
Address: 2538 NE Division St., Bend, OR. 97703
Applicant's Rep: David Huang
Phone: (206) 324-4800
Company: Jackson Main Architecture
Email: david.huang@jacksonmain.com
Address: 311 First Ave S., Seattle, WA. 98104
Property Owner: Anytime Self Storage LLC
Phone: (541) 323-4845
Company:Signal Ventures
Email: bbennett@signalv.com
Address: 2538 NE Division St., Bend, OR. 97703
ASSESSOR'S MAP NO: 17-02-28-00-00901
TAX LOT NO(S): 019-01
Property Address (if applicable): Address unknown
Size of Property:2.47
cs
0 Sq.
Units Per Acre: N/A
Proposed Project Name: Anytime Self Storage
Proposal: 56,188 sf of Self storage facility on property, six (6) one-story structures for S-1 storage
and one (1) one-story office/leasing building.
Existing Use: vacant lot, no existing uses
New Impervious Area (Sq. Ft.): 88,719
Required Project Information (City Intake Staff:
Associated Applications:
Complete This Section)
Placard:
Case No:
Date:
Reviewed By:
Application Fee: $
Tech Fee: $
Notice Fee: $
TOTAL FEE: $
PROJECT NO:
Owner Signatures
This application form is used for both the required pre -submittal meeting and subsequent
complete application submittal. Owner signatures are required at both stages in the application
process.
An application without the Owner's original signature will not be accepted.
The undersigned acknowledges that the information in this application is correct and
accurate for scheduling of the Pre- Submittal Meeting. If the applicant is not the
owner, the owner hereby grants permission for the applicant to act in his/her behalf
I/we do hereby acknowledge that I/we are legally responsible for all statutory
timelines, information, requests and requirements conveyed to my representative.
Date:
Signa e
Print
I represent this application to be complete for submittal to the City. Consistent with the completeness check
performed an this application at the Pre -Submittal Meeting, I affirm the information identified by the City as
necessary for processing the application is provided herein or the information will not be provided if not otherwise
contained within the submittal, and the City may begin processing the application with the information as
submitted. This statement serves as written notice pursuant to the requirements of ORS 227.178 pertaining to a
complete application.
0,44
Date:
Signat re
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Print
Revised 1/7/14 KL 2 of 11
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. AType 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 5.1.600. (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 160 days to submit a complete Site Plan Review application to the city;
a second Completeness Check meeting is required after the 160 days.
3. Applicant Submits a Complete Application
• 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.
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.
O 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).
O 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.
O Completed Attached Stormwater Scoping Sheet
One (1) Hard Copy of the Following Plan Sets for Submittal:
F 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.
O General Requirements. See SDC 5.17.115(A).
F 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;
R] 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;
R1 Include a north arrow and date of preparation and/or revision;
R] Provide the physical address of the subject property, if applicable, and the County
assessor's tax map and lot number;
R1 Provide the names and addresses of all persons listed as owners on the most
recently recorded deed;
R1 Provide the name, address, email address, and telephone number of any person that
assisted in preparing the application materials or plans; and
Z Show the size of the property and development area in acres or square feet.
O Existing Conditions Plan. (SDC 5.17.115(8)). 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:
R1 The property boundaries, dimensions, and gross area;
R1 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;
Z The location and width of all public and private streets, drives, sidewalks, pathways,
rights-of-way, and easements;
R1 Potential natural hazard areas, including areas mapped by the City, County, or State
as having a potential for geologic hazards;
F Soil types and water table information as mapped and specified in the Soils Survey
of Lane County;
R1 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;
F 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;
K 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;
R] 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;
R1 Features, including existing structures, pavement, large rock outcroppings, drainage
ways, canals and ditches;
R] 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
R1 Locally or federally designated historic and cultural resources
O Proposed Site Plan. (SDC 5.17.115(C)).
0 The proposed development site, including boundaries, dimensions, and gross area;
Z 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;
Z 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;
R1 Setback dimensions for all existing and proposed buildings;
Z Loading and service areas for waste disposal, loading, and delivery; and
o Outdoor recreation spaces, common areas, plazas, outdoor seating, street furniture,
and similar improvements
O Utility and Improvement Plan. (SDC 5.17.115(D)). The application must include a
utility and improvement plant that shows:
R1 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;
Z Location of existing and required traffic control devices, fire hydrants, streetlights,
power poles, transformers, neighborhood mailbox units, and similar public facilities;
R] The location, width, and construction material of all existing and proposed sidewalks,
sidewalk ramps, pedestrian access ways, and trails;
R] 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.;
F] The proposed connection points of the proposed utilities; and
R1 The location and size of existing and proposed easement and public dedications
0 Landscape Plan. (SDC 5.17.115(E)).
Z Existing and proposed building and pavement outlines;
Z The location and dimensions of existing and proposed terraces, retaining walls,
decks, patios, shelters, and play areas;
R1 Existing and proposed abutting street right-of-way landscaping;
R1 Screening as specified in SDC 4.4.110;
R] Plantings, either existing or proposed, used in erosion control and stormwater
treatment facilities;
o Details of a permanent irrigation system, unless specifically exempted as specified in
SDC 4.4.100;
R1 Street trees as specified in SDC 4.2.140;
R1 A specifications list for all landscaping materials to be used;
R A planting schedule containing the location, size, and species of the existing and
proposed plant materials (at time of planting);
R1 The anticipated size of all proposed plants at two years, or at maturity, whichever is
first; and
R] A description of planting methods as specified in SDC 4.4. 100
O Access, Circulation, Parking, and Lighting Plan. (SDC 5.17.115(F)).
R] The location, dimensions and number of typical, compact, and disabled parking
spaces; including aisles, landscaped areas, wheel bumpers, directional signs and
striping;
Z 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;
R1 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;
Z On-site lighting including the location, orientation, and maximum height of all
proposed exterior light fixtures, both free standing and attached.
R1 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;
Z The location, type, number, and dimensions of all bicycle parking spaces;
R1 The amount of gross floor area applicable to the parking requirement for the
proposed use;
Z The location of off-street loading areas;
R1 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).
O Grading, Paving, and Stormwater Management Plan. (SDC 5.17.115(G)).
R1 Stormwater management system for the entire development area;
R] The roof drainage patterns and discharge locations;
Z The pervious and impervious area drainage patterns;
R1 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
R1 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.
O 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.
O Deed Restrictions. The application must submit copies of all existing and proposed
restrictions or covenants.
O 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.
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.
o 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
4.7.360, 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.
o 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.
o 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 6.416.
10
❑ 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.
11
DEVELOPMENT AND PUBLIC WORKS
SPRINGFIELD
225 FIFTH STREET
OREGON SPRINGFIELD, OR 97477
PHONE: 541.726.3753
FAX: 541.726.1021
www. springfnldor.gov
STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK
----------- — (Arenbelow this b'nejUled ord by Applicant) __—
(Please return to Clayton MEachern @ City ofSprtngfield Development and Public Works, Fas # 736-1021, Phone # 736-1036),
enwd:cnaeurlern@sprirtglleldor.gov
Project Name: Springfield Self Storage
Assessors Parcel #: 1702280000901
Applicant:
Date:
Land Use(s): Self storage Phone #:
Project Size (Acres): 2.69 Fax #:
Approx. Impervious Area:
88,182 SF Email:
Ashley & Vance Engineering
0627-2023
541-647-1445 Ex.190
spdngfieldselfstorage@ashleyvance.com
Project Description (Include a copy of Assessor's map):
This site will be developed as a self storage lot.
Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary:
The drainage infrastructure will include stormtech chamber MC -3500 and trapped catch basins. See Grading and Drainage sheet
far details.
Proposed Stormwater Best Management Practices:
The stormtech chambers will allow for all onsite water to be captured and infiltrated onsite.
(Area below this line rdkd and by the City and Aehvned k the Ammbean)
(At a nummum, all boxes checked by the City on the front and backoftlds sheet shall be submitted
or on application to be comnletefor submittal, although other requirements may be necess
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:
❑ Wedand/Riparian:
❑ Soil Type:
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:
❑ Hillside Development:
❑ Floodway/Floodplain:
❑ Other Jurisdictions
Refum to Clayton McEachem @ City of Springfield, email: cmceachem@spnngfreld-or,gov, FAX., (541) 736-1021
COMPLETE STUDY ITEMS
r Bmedupon the h for nation provided on tie front ofdds sheet, the follou>ing represents a ndudnnot of uvh w it merkdfor on
application to be complete for subndttol with respect to drainage; however, this list should not be used in lieu ofde Sprinoeld
Development Cork (SDC) or the City's Ergtreering DesignA3mma1. Connphance with these requirements does not constitute site
appromol, Additional site specific Information may be required Note: Upon scoping sheet subndttal, ensure completedfornu has been
signed in the spare provickd 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 stommater quality. Additionally, a minimum of 50% of the NBR impervious surface shall be treated by
vegetated methods.
Where required, vegetative storscater design shall be consistent with design standards (EDSPM Section 3.02), set forth
in Chapter 2 of the Eugene Storscater 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 Stommater Management Manual (Sec2A.1).
If a storscater 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 Stomorater Management Manual.
❑ Water Quality calculations as required in Section 3.03.1 of the EDSPM.
F7 7 All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall
be provided with secondary containment orweather resistant enclosure.
r^
J
Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon.
I
^
LI
A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map.
F7M
❑
Calculations showing system capacity for a 2 -year stoma event and overflow effects of a 25 -year stoma event.
Private stomrwater easements shall be clearly depicted on plans when private stommatm flows from one property to
The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins.
Review ofDownstream System(EDSPM Section 4.03A.0
r—
F-1
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).
-I
E]
Elevations of the HGL and flow lines for both city and private systems where applicable.
E ❑ 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 15 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 90,000 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
Other/Miscethmeous
F7
n
Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site
drains.
❑
C
Private stomrwater easements shall be clearly depicted on plans when private stommatm flows from one property to
another.
r—
F-1
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 3.03A A). Additional provisions apply to this as required by the DEQ. Refer to
thewebsite: htto:/Avww. deo.state.or.us/wo/uic/uic.htm for more information.
JF7
Detention ponds shall be designed to limit runoff to pre -development rates for the 2 through 25 -year storm events.
*Thisform shN1 be inchukd m nn Ntnchmen5 inside the frontcover, ofthe stormwnkr sbuty.
* IAWORTANT..- ENGINEER PLEASE READ BEEOWAND SIGN'
As the engineer of record, I hereby certify the above required items are complete and included with the submitted stommwater study
and plan set. Signature Date
Form Version 5: June 2015
JACKSON I MAIN
1/ ARCH IT ECTU RE
July 13, 2023
City of Springfield
Development and Public Works
225 Fifth Street
Springfield, OR. 97477
Re: Site plan Review - Narrative
To Whom It May Concern,
Please find below, our written narrative as an introduction for our project as indicated in the Site Plan
Review submittal checklist.
This submittal is for a self -storage facility to be developed on the 2.47 acre lot located at the intersection
of High Banks Road and 52nd Street in Springfield Oregon (Assessor p: 1702280000901). A Pre -
development meeting was held with planning staff on November 15, 2022, to inquire on site
development parameters and issues as it pertains to the proposed use.
The property is currently a vacant undeveloped grass field lot, with abandoned vehicles as identified
through site investigation. The site is relatively level and with minor native uncontrolled growth
over poorly graded gravel fill.
The development will compose of 56,188 sf of storage facility area to be distributed in 7 buildings on-
site (with 888 sf of that area as office/ leasing space). The parcel area is 2.47 acres with a
maximum allowable lot coverage of 60% and this submittal seeks to construct all buildings in one
single phase for a total site coverage of 52%.
The site is in the High Industrial zone district (HI), and our proposal would be submitted as warehouse
and wholesale sales with commercial retail under Section 4.7.245 with the office area as an
accessory use. During normal operating hours, the facility would have 1- 2 staff on-site, with 5
parking spaces provided (including 1 accessible space) along with 3loading areas within the
facility.
Sincerely,
David Huang
Jackson Main Architecture
JACKSON I MAIN ARCHITECrURE,P.S. 311 FIRSTAVENUE SOUTH, SEATTIE,WA98104 205.324A800 JACKSONMAIN.COM
DEVELOPMENT AND PUBLIC WORKS
SPRINGFIELD
225 FIFTH STREET
OREGON SPRINGFIELD, OR 97477
PHONE: 541.726.3753
FAX: 541.726.1021
www. springfnldor.gov
STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK
----------- — (Arenbelow this b'nejUled ord by Applicant) __—
(Please return to Clayton MEachern @ City ofSprtngfield Development and Public Works, Fas # 736-1021, Phone # 736-1036),
enwd:cnaeurlern@sprirtglleldor.gov
Project Name: Springfield Self Storage
Assessors Parcel #: 1702280000901
Applicant:
Date:
Land Use(s): Self storage Phone #:
Project Size (Acres): 2.69 Fax #:
Approx. Impervious Area:
88,182 SF Email:
Ashley & Vance Engineering
0627-2023
541-647-1445 Ex.190
spdngfieldselfstorage@ashleyvance.com
Project Description (Include a copy of Assessor's map):
This site will be developed as a self storage lot.
Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary:
The drainage infrastructure will include stormtech chamber MC -3500 and trapped catch basins. See Grading and Drainage sheet
far details.
Proposed Stormwater Best Management Practices:
The stormtech chambers will allow for all onsite water to be captured and infiltrated onsite.
(Area below this line rdkd and by the City and Aehvned k the Ammbean)
(At a nummum, all boxes checked by the City on the front and backoftlds sheet shall be submitted
or on application to be comnletefor submittal, although other requirements may be necess
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:
❑ Wedand/Riparian:
❑ Soil Type:
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:
❑ Hillside Development:
❑ Floodway/Floodplain:
❑ Other Jurisdictions
Refum to Clayton McEachem @ City of Springfield, email: cmceachem@spnngfreld-or,gov, FAX., (541) 736-1021
COMPLETE STUDY ITEMS
r Baredupon the tnfor nation provided on tie front ofdds sheet, the follou>ing represents a ndndnnou of uvh w it merkdfor on
application to be complete for subnddal with respect to drainage; however, this list should not be used in lieu ofde Sprirgtield
Development Cork (SDC) or the City's Engineering Design A3mma1. Connpltance with these requirements does not constitute site
appromol, Adebooml site specific information nary be required Note: Upon scoping sheet subndttal, ensure completedfornu has been
signed in the spare provickel 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 stonmvater quality. Additionally, aminimum of 50% of the NBR impervious surface shall be treated by
vegetated methods.
❑ ❑ Where required, vegetative stommwater design shall be consistent with design standards (EDSPM Section 3.02), set forth
in Chapter 2 of the Eugene Stormrmer 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 Stomrmvater Management Manual (Sec2A.1).
❑ ❑ If a stormrmer 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 Stomrmvater 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.
❑ n Design of Stoma 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 15 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 50,000 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 stoma pipes shall be designed to
Other/Miscethmeous
❑
Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon.
Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site
❑
A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map.
drains.
❑
Calculations showing system capacity for a 2 -year stoma event and overflow effects of a 25 -year stoma event
Private stommwater easements shall be clearly depicted on plans when private stommater flows from one property to
The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins.
Review ofDownstream System EDSPM Section 4.03A.0
❑
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.
❑ n Design of Stoma 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 15 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 50,000 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 stoma pipes shall be designed to
Other/Miscethmeous
❑
Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site
drains.
❑
Private stommwater easements shall be clearly depicted on plans when private stommater 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 3.03A A). Additional provisions apply to this as required by the DEQ. Refer to
thewebsite: him/Avww.deo.state.or.ushvo/uic/uic.htm for more infomuation.
❑
Detention ponds shall be designed to limit runoff to pre -development rates for the 2 through 25 -year storm events.
*Thisform simU be inchukd m nn Nhuhmen5 inside the frontcover, ofthe stormnsder shady.
* IAWORTANT..- ENGINEER PLEASE READ BEEOWAND SIGN'
As the engineer of record, I hereby certify the above required items are complete and included with the submitted stommater study
and plan set. Signature Date
Form Version 5: June 2015
Springfield Utility Board (SUB) — Application for Service for Corporations & LLCs
(pr r Poll, ,.-,. . , . nc/ .ir, ," ,,, ( i . ri, m,: is ,ice)
Service Address:
Service(s) requested: JS£
Name of Property Owner:
Today's date:,
Start Date:
Type of ownership: ❑ Co too ratiAn.UfLC Business Type: S41 JG�=-
Business Name rcdi oppeor on bnlrtaremenq: Y
Business/Corp Tax ID: �7 % Z 1 4 . �Local Business Phone;
Business Mailing Address; PS3E�F �'UfUn .gfi 1�^4a OR Q(%%O3
Email Address:�lg/Nll ✓. dyM
Property Type: ❑Rent AOwn ❑Builder Only ❑Other; Business Hours/Days: M--5 S&nt"i00/-A
Request a Code Word put on the account for verification L]Yes r
q p o If yes, Code Word
please complete if applicaCble:��
Owning Corp/LLC: 1ML <AS fAbauG. Tax ID No:
Corp. Office Phone: Corp. Office Address:
Name:
Name:
ff needed. may include
Facility Local
Property Mgr/Bill Paver Kv// :Sl Tax ID
Name:. h Position V;WG d71/7r T
fA9P en2Z�25Phcne: SAlI 3Z3 —y9lj Lt
Employer: Anyr+r+�,'('1[� L-Y✓� Authorized to doallbusinss including start &stop services?.Wes LJ No
Name: Position _ Phone:
Employer: Authorized to do all business Including start &stop services?.L]Yes C3 No
Name: Position Phone:.
Employer: Authorized to its all business Including start &stop services?:LJYes LJ No
If needed, may include additional paper with all required information.
Employees not listed above are authorized to request the following routine Items if SUB verifies Tax ID/Code word (check yes or no)::
OYes CINo Make payment arrangements Dyes Poo Start & Stop Services
Dyes �Ko Obtain/Change general information on account(mailing address, phone numbers,adding/removing contacts, etc.)
am an authorized represe0tl of this tpahness�uthorize SUB to open a utility account (s) in the business name listed above
Authorized Sit
Title/position:
Printed Name:
Date Signed: t
FAXTO: 541-746-0230 or EMAIL T0: Business@subutil.com
or MAIL TO; SPRINGFIELD UTILITY BOARD, PO BOX 300, SPRINGFIELD, OR 97477
Call SUB at 541-736-2357. if you have anv auestions.
uiiiuiiiiuuiuuu
ma PRELIMINARY TITLE REPORT
3RD SUPPLEMENTAL
CASCADE ESCROW February 09, 2023
ATTN: KELCIE SELL Report No: 0337057
4750 VILLAGE PLAZA LOOP, SUITE 100 Your No: VP22-1499
EUGENE, OR 97401 Seller: SCHUCK
Buyer: ANYTIME SELF STORAGE LLC
PRELIMINARY REPORT FOR:
Owner's Extended Policy $595,000.00
PREMIUMS:
Owner's Standard Premium $1,493.00
Owner's Extended Premium $1,090.00
Gov. Lien/Inspect Fee $35.00
We are prepared to issue 2006 (6/17/06) ALTA title insurance policy(les) of OLD REPUBLIC
NATIONAL TITLE INSURANCE COMPANY, in the usual form insuring the title to the land described
as follows:
Vestee:
( A T T A C H E D)
GLADYS A. SCHUCK,
as to an Undivided 509
and
EDWARD B. SCHUCK, JR., AND NATALIE D. SCHUCK,
as tenants by the entirety
as to an Undivided 509
Estate: FEE SIMPLE
DATED AS OF: FEBRUARY 03, 2023 at 8:00 A.M.
Schedule B of the policy(les) to be issued will contain the following general and special
exceptions unless removed prior to issuance:
GENERAL EXCEPTIONS (Standard Coverage Policy 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.
No liability is assumed hereunder until policy has been issued and full policy prenuum has been paid.
MAIN OFFICE FLORENCE OFFICE VILLAGEPLA OFFICE
811 WILLAIvlETPEST. 715 NWY 101' FLORENCE OREGON 97439 4750VILLAGEPL LOOPSUITE100
EUGENE, OREGON 97401 MAILING: PO BOX MS - FLORENCE, OREGON 97439 EUGENE OREGON 97401
PH: (541) 687-2233' FAX: (541) 485-0M7 PH: (Ml)997-M17-FAX: (M1)W7-8N6 PH: (541)653 -%22 -FAX: (541) 8441626
Order No. 0337057
Page 2
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. Any encroachment, encumbrance, violation, variation, or adverse circumstance
affecting the Title that would be disclosed by an accurate and complete land survey
of the Land.
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.
SPECIAL EXCEPTIONS:
6. City liens, if any, as levied by the City of Springfield, for which no search was made.
(The City of Springfield charges $32.00 for a lien search on each tax lot number. Please
inform us if one is to be ordered.)
7. Rights of the public in and to that portion lying within streets, roads and highways.
B. Access restrictions, including the terms and provisions thereof, in deed from
Weyerhaeuser Company to State of Oregon, by and through its State Highway Commission,
recorded June 22, 1966, Reception No. 1966-051679, Lane County Oregon Deed Records.
9. Reservations, including the terms and provisions thereof, in deed from Weyerhaeuser
Company, to Brent N. McLean and Barbara M. McLean, recorded October 27, 1995, Reception
No. 1995-O61630, Lane County Official Records.
10. Power line easement, including the terms and provisions thereof, granted City of
Eugene, by instrument recorded April 19, 1940, Reception No. B204 P160, Lane County
Oregon Deed Records.
11. The rights of tenants holding under unrecorded leases.
12. Matters as set forth in ALTA/NSPS survey performed by DOWL dated November 10, 2022,
designated Project No. 80541-01:
a) Overhead power lines, pole/guy anchor, communication lines and water lines
b) Driveways and gravel parking area
13. Prior to writing an ALTA OWNERS policy, Cascade Title Company should be furnished with
a statement as to parties in possession and as to any construction, alterations or
repairs to the premises within the last 75 days. We also request that we be notified
in the event that any funds are to be used for construction, alterations or repairs.
Exception may be taken to such matters as may be shown thereby.
NOTE: Taxes, Account No. 1572518, Assessor's Map No. 17 02 28 0 0, 4901, Code 19-00,
2022-2023, in the amount of $937.34, PAID IN FULL.
NOTE: A judgment search has been made on the above named Vestee (s) , and we find NONE except
as set forth above.
NOTE: As of the date hereof, there are no matters against ANYTIME SELF STORAGE LLC, AN
OREGON LIMITED LIABILITY COMPANY, which would appear as exceptions in the policy to issue,
except as shown herein.
Order No. 0337057
Page 3
NOTE: This report is being supplemented to update the buyer and judgment search note.
This report is preliminary to the issuance of a policy of title insurance and shall become
null and void unless a policy is issued and the full premium paid.
Cascade Title Co.
es: Title Officer: KURT BEATY
Order No. 0337057
Page 9
PROPERTY DESCRIPTION
All of the property in that portion of the Daniel Harkins Donation Land Claim No. 61 lying
andbeing in Section 28 and lying Northerly of I-105 (Eugene -Springfield Highway), described
as follows: All that portion of the East half (E 1/2) of the Daniel Harkins Donation Land
Claim No. 61 (in Section 28), lying Easterly of that certain tract of land conveyed by
Weyerhaeuser Timber Company to Hilbert Chase and Dorothy C. Chase, husband and wife, by
Warranty Deed Dated May 18, 1959, and lying Northerly of Parcel 1 0£ that certain Warranty
Deed Dated June 13, 1966, granted by Weyerhaeuser Company to the State of Oregon, by and
through its State Highway Commission, and lying Southerly of the centerline of County Road
No. 990, and lying Westerly and Southerly of Parcel 5 0£ that certain Warranty Deed Dated
June 13, 1966, granted by Weyerhaeuser Company to the State of Oregon, by and through its
State Highway Commission, all being situated in Township 17 South, Range 2 West of the
Willamette Meridian, in Lane County, Oregon.
C-
cnscnoE
ESCROW
03/21/2023
Anytime Self Storage, LLC, an Oregon limited liability company
2538 NE DIVISION STREET
BEND, OR 97703
SELLER: GLADYS A. SCHUCK, EDWARD B. SCHUCK, 1R., and NATALIE D. SCHUCK
BUYER: Anytime Self Storage, LLC, an Oregon limited liability company
ESCROW NO: VP22-1499
PROPERTY ADDRESS:3.41 ACRES OF VACANT LAND LOCATED AT NW CORNER OF 52ND STREET AND
HIGHWAY 126
SPRINGFIELD, OR 97478
In regards to the above mentioned transaction, we enclose herewith the following:
[X ] Owner's Title Insurance Policy [ ]
[X ] Original recorded Deed [ ]
[ ] Original recorded Power of Attorney [ ]
You have been a valued customer and we appreciate the opportunity to be of service to you. If you have future title
and/or escrow needs, please give us a call.
SINCERELY,
CASCADE ESCROW
KELCIE BELL
ESCROW OFFICER
SMR
OTP (KNH)
MAIN OFFICE FLORENCE OFFICE VILLAGE PLAZA OFFICE
811 WILLAMETTE ST. 715 HWY 101 * FLORENCE, OREGON 97439 4750 VILLAGE PLAZA LOOP SUITE 100
EUGENE, OREGON 97401 MAILING: PO BOX )08' FLORENCE, OREGON 97439 EUGENE, OREGON 97401
PH: (541) 687-2233 `FAX: (541)485 0307 PH: (541) 997-8417 * FAX: (541)997-8246 PH: (541) 653-8622' PAX: (541) 844-1626
E-MAIL: INFOO)CASCADFTITLFCOM E-MAIL: FLORENCEIPCASCADETITLECOM E-MAIL: VILLAGLPI.AZACa CA9CADFTITLFCOM
T
CASCADE
TITLE
CO.
TITLE NO. 0337057
ESCROWNO. VP22-1499 KNB
TAX ACCT. NO. 1572518
MAP/TAX LOT NO. 17-02-28-00-00901
Lane County Clerk 2023-004969
Lane County Deeds & Records
02/28/2023 10:01:34 AM
RPR -DEED Cnt=1 Stn=8 CASHIER 12 3pages
$15,00$11.00$1000$61,00 $97.00
GRANTOR
GLADYS A. SCHUCK, EDWARD B. SCHUCK, JR., and NATALIE D. SCHUCK
GRANTEE
Anytime Self Storage, LLC, an Oregon limited liability company
2538 NE DIVISION STREET
BEND, OR 97703
Until a change is requested
After recording return to:
all tax statements shall be
CASCADE TITLE CO.
sent to the following address:
811 WILLAMETTE
***SAME AS GRANTEE***
EUGENE, OR 97401
WARRANTY DEED -- STATUTORY FORM
GLADYS A. SCHUCK, as to an Undivided 50% and EDWARD B. SCHUCK, JR., and NATALIE D. SCHUCK,
as tenants by the entirely as to an Undivided 50%, Grantor,
conveys and warrants to
Anytime Self Storage, LLC, an Oregon limited liability company, Grantee,
the following described real property free of encumbrances except as specifically set forth herein:
All of the property in that portion of the Daniel Harkins Donation Land Claim No. 61 lying and being in Section 28 and
lying Northerly of 1-105 (Eugene -Springfield Highway), described as follows: All that portion of the East half (E 1/2)
of the Daniel Harkins Donation Land Claim No. 61 (in Section 28), lying Easterly of that certain tract of land conveyed
by Weyerhaeuser Timber Company to Hilbert Chase and Dorothy C. Chase, husband and wife, by Warranty Deed
Dated May 18, 1954, and lying Northerly of Parcel I of that certain Warranty Deed Dated June 13, 1966, granted by
Weyerhaeuser Company to the State of Oregon, by and through its State Highway Commission, and lying Southerly of
the centerline of County Road No. 440, and lying Westerly and Southerly of Parcel 5 of that certain Warranty Deed
Dated June 13, 1966, granted by Weyerhaeuser Company to the State of Oregon, by and through its State Highway
Commission, all being situated in Township 17 South, Range 2 West of the Willamette Meridian, in Lane County,
Oregon.
The true consideration for this conveyance is $595,000.00 AS PAID BY AN ACCOMMODATOR PURSUANT TO
IRC 1031.
BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD
INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS 195.300 (Definitions for ORS 195.300 to 195.336),
195.301 (Legislative findings) AND 195.305 (Compensation for restriction of use of real property due to land use regulation)
TO 195.336 (Compensation and Conservation Fund) AND SECTIONS 5 TO 11, CHAPTER 424, OREGON LAWS 2007,
SECTIONS 2 TO 9 AND 17, CHAPTER 855, OREGON LAWS 2009, AND SECTIONS 2 TO 7, CHAPTER 8, OREGON
LAWS 2010. THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS
INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR
ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FER TITLE TO THE PROPERTY SHOULD CHECK
WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY THAT THE UNIT OF LAND
BEING TRANSFERRED IS A LAWFULLY ESTABLISHED LOT OR PARCEL, AS DEFINED IN ORS 92.010 (Definitions
WRD-EX LTR
WARRANTY DEED -- STATUTORY FORM
GLADYS A. SCHUCK, as to an Undivided 50% and EDWARD B. SCHUCK, JIL, and NATALIE D. SCHUCK,
as tenants by the entirely as to an Undivided 50%, Grantor,
conveys and won ants to
Anytime Self Storage, LLC, an Oregon limited liability company, Grantee,
the following described real property free of encumbrances except as specifically set forth herein:
All of the property in that portion of the Daniel Harkins Donation Land Claim No. 61 lying and being in Section 28 and
lying Northerly of 1-105 (Eugene -Springfield Highway), described as follows: All that portion of the East half (E 112)
of the Daniel fiarloms Donation Land Claim No. 61 (in Section 28), lying Easterly of that certain tract of land conveyed
by Weyerhaeuser'fimber Company to Hilbert Chase and Dorothy C. Chase, husband and wife, by Warranty Deed
Dated May 18, 1954, and lying Northerly of Parcel I of that certain Warranty Deed Dated June 13, 1966, granted by
Weyerhaeuser Company to the State of Oregon, by and through its State Highway Commission, and lying Southerly of
thecenterline of County Road No. 440, and lying Westerly and Southerly of Parcel 5 of that certain Warranty Deed
Dated June 13, 1966, granted by Weyerhaeuser Company to the State of Oregon, by and through its State Highway
Commission, all being situated in'fownship 17 South, Range 2 West of the Willamette Meridian, in Lane County,
Oregon.
The true consideration for this conveyance is $595,000.00 AS PAID BY AN ACCOMMODATOR PURSUANT TO
IRC 1031.
BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD
INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS 195.300 (Definitions for ORS 195.300 to 195.336),
195.301 (Legislative findings) AND 195.305 (Compensation for restriction of use of real property due to land use regulation)
TO 195.336 (Compensation and Conservation Fund) AND SECTIONS 5 TO 11, CHAPTER 424, OREGON LAWS 2007,
SECTIONS 2 TO 9 AND 17, CHAPTER 855, OREGON LAWS 2009, AND SECTIONS 2 TO 7, CHAPTER 8, OREGON
LAWS 2010, THIS INSTRUMENT DOES NOT ALLOW USE OF TILE PROPERTY DESCRIBED IN THIS
INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS 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 THAT THE UNIT OF LAND
BEING TRANSFERRED IS A LAWFULLY ESTABLISHED LOT OR PARCEL, AS DEFINED IN ORS 92.010 (Definitions
W RD -6X 1, 1'R
T
CASCADE
TITLE
co.
TITLE NO. 0337057
ESCROWNO. VP22-1499 KNB
TAX ACC 1'. NO. 1572518
MAP/TAX LOT NO. 17-02-28-00-00901
GRANTOR
GLADYS A. SCHUCK, EDWARD B. SCHUCK, 7R.,
and NATALIE 1). SCHUCK
GRANTER
Anytime Self Storage, LLC, an Oregon limited liability company
2538 NE DIVISION STREET
BEND, OR 97703
Until a change is requested
Atter recording return to:
all tax statements shall be
CASCADE TITLE CO.
sent to the following address:
811 WILLAMETTE
***SAME AS GRANTEE***
EUGENE, OR 97401
WARRANTY DEED -- STATUTORY FORM
GLADYS A. SCHUCK, as to an Undivided 50% and EDWARD B. SCHUCK, JIL, and NATALIE D. SCHUCK,
as tenants by the entirely as to an Undivided 50%, Grantor,
conveys and won ants to
Anytime Self Storage, LLC, an Oregon limited liability company, Grantee,
the following described real property free of encumbrances except as specifically set forth herein:
All of the property in that portion of the Daniel Harkins Donation Land Claim No. 61 lying and being in Section 28 and
lying Northerly of 1-105 (Eugene -Springfield Highway), described as follows: All that portion of the East half (E 112)
of the Daniel fiarloms Donation Land Claim No. 61 (in Section 28), lying Easterly of that certain tract of land conveyed
by Weyerhaeuser'fimber Company to Hilbert Chase and Dorothy C. Chase, husband and wife, by Warranty Deed
Dated May 18, 1954, and lying Northerly of Parcel I of that certain Warranty Deed Dated June 13, 1966, granted by
Weyerhaeuser Company to the State of Oregon, by and through its State Highway Commission, and lying Southerly of
thecenterline of County Road No. 440, and lying Westerly and Southerly of Parcel 5 of that certain Warranty Deed
Dated June 13, 1966, granted by Weyerhaeuser Company to the State of Oregon, by and through its State Highway
Commission, all being situated in'fownship 17 South, Range 2 West of the Willamette Meridian, in Lane County,
Oregon.
The true consideration for this conveyance is $595,000.00 AS PAID BY AN ACCOMMODATOR PURSUANT TO
IRC 1031.
BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD
INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS 195.300 (Definitions for ORS 195.300 to 195.336),
195.301 (Legislative findings) AND 195.305 (Compensation for restriction of use of real property due to land use regulation)
TO 195.336 (Compensation and Conservation Fund) AND SECTIONS 5 TO 11, CHAPTER 424, OREGON LAWS 2007,
SECTIONS 2 TO 9 AND 17, CHAPTER 855, OREGON LAWS 2009, AND SECTIONS 2 TO 7, CHAPTER 8, OREGON
LAWS 2010, THIS INSTRUMENT DOES NOT ALLOW USE OF TILE PROPERTY DESCRIBED IN THIS
INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS 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 THAT THE UNIT OF LAND
BEING TRANSFERRED IS A LAWFULLY ESTABLISHED LOT OR PARCEL, AS DEFINED IN ORS 92.010 (Definitions
W RD -6X 1, 1'R
for OHS 92.018 to 92.192) OR 215.010 (Definitions), TO VERIFY THE APPROVED USES OF THE LOT OR PARCEL, 'f0
DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES, AS DEFINED IN ORS
30.930 (Definitions for ORS 30.930 to 30.947), AND TO INQUIRE ABOUT THE RIGHTS OF NEIGHBORING PROPERTY
OWNERS, IF ANY, UNDER ORS 195.300 (Definitions for ORS 195.300 to 195.336), 195.301 (Legislotivu findings) AND
195.305 (Compensation for restriction of use of real property due to land use regulation) TO 195.336 (Compensation and
Conservation Fund) AND SECTIONS 5 TO 11, CHAPTER 424, OREGON LAWS 2007, SECTIONS 2 TO 9 AND 17,
CHAPTER 855, OREGON LAWS 2009, AND SECTIONS 2 TO 7, CHAPTER 8, OREGON LAWS 2010.
Except the follo' oncumbmf ces:
Covenants, Condlti s, Restrictions, Easements and Rights of Way of record, if any,
Dated this �L3 fl\/nJ day of
✓/.
� GLADYS .SCHUCK EDWARD B. SCIIUCK, JR.,
D. SCHUCK
State of
County of
'Chis instrument was acknowledged hef a me on 2023 by GLADYS A. SCHUCK.
i
OFFICIAL STAMP
tary P 'e In v� KELCIE NICOLE BELL
My commission expires NOTARY PUBLIC -OREGON
OOMMISSION NO. 989629
MY GOMM185WN OfPIRE6 JULY 17, 2023
State of.
County of
'this instrument was acknowledged before me on , 2023 by EDWARD B. SCHUCK,
JR., and NATAL] ED, SCHUCK.
(Notary Public
My commission expires
W RD -EX L'IR
for ORS 92.010 to 91.192) OR 215.010 (Definitions), TO VERIFY THE APPROVED USES OF THE LOT OR PARCEL, TO
DETERMINE ANY LIMFFS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES, AS DEFINED IN ORS
30,930 (Definitions for ORS 30.930 to 30.947), AND TO INQUIRE ABOUT THE RIGHTS OF NEIGHBORING PROPERTY
OWNERS, IF ANY, UNDER ORS 195.300 (Definitions for ORS 195.300 to 195.336), 195.301 (Legislative findings) AND
195.305 (Compensation for restriction of use of real property due to land use regulation) TO 195.336 (Compensation and
Conservation Fund) AND SECTIONS 5 TO 11, CHAPTER 424, OREGON LAWS 2007, SECTIONS 2 TO 9 AND 17,
CHAPTER 555, OREGON LAWS 2009, AND SECTIONS 2 TO 7, CHAPTER S, OREGON LAWS 1010.
Except the following encumbrancer
Covenants, Conditions, Restrictions, Easements and Rights of Way of record, if any.
Dated this 4310 dayof F'oAJAkj , ')0?3
GLADYS A. SCHUCK 9DWARD UCK, JR,
n
NA ALIED. SCHUCK
State of
County of
This instrument was acknowledged before me on 2023 by GLADYS A. SCHUCK.
(Notary Public for )
Staten£ LAfrFOe-I:;4
County of AL/JHEp
This instrumentwas acknowledged before or on 1IE62V 01J 2023 by EDWARD B. SCHUCK,
JR., and NATALIE D. SCHUCf .
((Notary Public for p
My commission expires
5, OERACE
Nptary Publk CalilmMr
Contra Costa County
Commislon#M-H
.w' My Comm. Expires May 12.1026+
w�Raaaarlr0
November 15, 2022, 11:00 AM
811 -22 -000230 -PRE - Development Issues Meeting (DIM) for Signal Ventures
Mini/Self-Storage
(Map 17-02-28-00, TL 901)
Applicant
Applicant Representative
Brandon Bennett
Jim Lord, PE
Signal Ventures
Ashely & Vance Engineeing
2538 NE Division Street
33 NW Franklin Ave.
Bend, OR 97702
Bend, OR 97703
POSITION
REVIEW OF
NAME
PHONE
DIM Case Planner
Planning
Drew Larson
541-736-1003
Transportation Planning Engineer
Transportation
Michael Liebler
541-736-1034
Public Works Engineer
Utilities
Clayton McEachern
541-736-1036
Emergency Services
Fire & Life Safety
Gilbert Gordon
541-682-5261
Building Official
Building
Chris Carpenter
541-744-4153
Clayton McEachern —Public Works Jim Lord, Ashley & Vance Engineering
Gilbert Gordon — Eugene/Springfield Fire Greg Blackmore
Michael Liebler- Transportation Steve Haltberg
Dan Norland
Existing Conditions: The site is located near the intersection of High Banks Road and 52nd Street.
The property is approximately 3.43 acres and is currently vacant.
Land Use District:Favy Industrial (HI)
Comprehensive Plan: Heavy Industrial (HI)
Overlays Districts: Floodplain Overlay District, a portion may be in the regulated flood zone, a survey
will be required to determine if any portion of the site is in the A Flood Zone.
Proposal: The applicant has proposed mini/self-storage to be accessed from High Bank Rd.
e '
rs �)■ r ALTA surrey &
�� ESA report in hand
Applicant Questions:
1. Required public improvements along the frontage of Van Duyn/High Banks Road including
extensions of utilities?
Staff Responses:
• 2/3 street improvements consisting of 20' of paving, curb and gutter, sidewalk, street trees
and streetlights are required on High Banks. The 52n1 St. frontage is part of the Intersection
control zone with ODOT and their input will be needed for any improvements along 52nd.
• Sewer lines are about 7' deep at the intersection and will be required to be extended to the
west in High banks as far as they can before they become too shallow, probably about 800'
(based on city LIDAR data, which may not be accurate).
• Storm drain lines are even shallower and can maybe be extended about half the distance of
the sewer lines? LWng onsite wa}er trea}men} and infil}ra}inn will nrnhahly he }he hetter
solution here instead of extending the storm system.
• Extend water lines and provide fire hydrants, work with SUB and Fire Marshal's office.
2. What are the land use submittal requirements for this type of project in this zoning? How
long is the city taking to review and issue decisions?
Staff Reponses:
• The projectwill require a Site Plan Review application as determined by Springfield
Development Code 5.17.100. In addition, a Flood Plain Overlay review may be required as
the regulated flood zone is in proximity of the site. A preliminary survey is required for Site
Plan Review so your surveyor should determine if the property is located within the
regulated flood zone.
• This project requires a Public Improvement Permit for the street and utility improvements to
public infrastructure. Once the Site Plan Review tentative decision is issued the PIP process
can begin. This process takes 3-6 months typically for plan review/project set up and then
normal construction time. The public improvements are required to be substantially
complete prior to issuing building permits on site
Site Plan Review Application Process:
• Applicant Submits a Site Plan Review Application for Completeness Check in
conformance with SDC 5.1.405.
• A completeness check meeting is mandatory, and meetings are conducted every
Tuesday and Friday, from 10:00 am — noon.
• The meeting is typically held within five to seven working days of receiving an
application.
• Applicant and the City Conduct the Completeness Check Meeting to determine if all
elements are present; this is not a thorough review.
• The applicant, owner, and design team are strongly encouraged to attend.
• The meeting is held with representatives from Public Works, Transportation,
Community Services (Building), Fire Marshall's office, Utility Providers, and Land
Use Planning and is scheduled for 30 to 60 minutes.
• The Planner provides the applicant with a Checklist specifying the items required to
make the application complete if it is not already complete, and the applicant has 180
days submit a complete application to the City.
• Applicant Submits a Complete Application, City Staff Review the Application and
Issue a Decision.
• The application is subject to SDC 5.1.405 which states that staff has 30 days to
deem the application complete or incomplete, this is done prior to public notice. The
applicant will be notified in writing of the status of the application.
• Once the Type 2 application is deemed complete, the decision, made after public
notice, is issued within 120 days of submittal of a complete application.
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3. Are there any nearby planned public infrastructure improvements planned by the city? We
heard a rumor of a potential roundabout at the intersection of 52"d St. and High Banks Road?
Staff Response:
• To be answered by ODOT and Transportation Staff (see attached email from Michael
Liebler).
• There is a multi -use path planned to connect from 42"d to 52"d Street. a new 52"d Street and
Highway 126 Interchange. as well as bicycle and pedestrian enhancements to 52"d Street
and standard right of way improvements along High Banks Road.
4. Is this parcel a "lot of record"? If not, what steps are required in Springfield/Lane County to
verify or create a lot of record?
Staff Response:
• Based on information Staff has access too, it does not appear that this is a legal lot of
record. You will need to research the deed history to determine when the property was
created by deed and apply for a Declaratory Ruling as described in SDC 5.1.1100.
• If the Ruling determines that the parcel in question is not a legal lot of record, then a
Partition process is required to create a legal parcel. This will include all right of way
improvement as described above.
5. Stormwater requirement — Is there capacity in the city stormwater system nearby or does the
site runoff need to be contained on site?
Staff Response:
The system in 52nd is a decent sized pipe (30") and likely has some capacity in it, however the
lay of the land is going to make getting the stormwater runoff to this pipe impossible unless a
large amount of fill is brought in to elevate the site. Based on results nearby the ground here is
likely very good for infiltration and that will likely be the lowest cost option for storm drain
solutions here. Hyland business park across 52"d St. is wholly infiltrated on site in fairly small
area and the Bishop's Storehouse site does as well. The nearby High Banks subdivision was
designed to runoff a small amount but the stormwater pond is overperforming to such an extent
that staff has yet to observe any discharge to the public system there