HomeMy WebLinkAboutApplication APPLICANT 8/14/2020,'City of Springfield
Development & Public Works
225 Fifth Street
Springfield, OR 97477
{{yy��lVl�1,
Minimum Development Standards (=' 1r)
SPRINOFIE�
Required Project Information (Applicant: complete this section)
Applicant Name: Ken Evans Phone: (541) 485-8071
Company: Evans Building Company, LLC E-mail: ken@evansbuildingcompany.com
Address: 1215 Interior Street, Eugene, OR 97402
Applicant's Rep.: Roy Hankins, PE
Phone: (541) 521-9797
Company: Emerio Design, LLC
E-mail: roy@emeriodesign.com
Address: 2677 Willakenzie Road, Ste 1A, Eugene, OR 97401
Property Owner: Mike Dunks
Phone: 541-954-8696
Company: Dunks Holdings, LLC
I E-mail: ecmdunks@yahoo.com
Address: 37506 Hills Creek Rd., Springfield, OR 97478
ASSESSOR'S MAP NO: 17033614
TAX LOT NOS : 22200
Property Address: 222 28th Street Springfield, OR 97477
Size of Property: 1.47 Acres Square Feet
Description of if you are filling in this form by hand, please attach your proposal description to this application.
.Proposal:
Existin Use: Commercial (After Market Car Effects Shop)
Si natures: Please si n and orint your name and date in the aDDrociriate box on the in.,i-a e.
RequiredProperty Information (City Intake Staff. complete this section) Cases:
Case No.: K A —7.0 - QD/ 1) 1 U- Q
Date: zz ZCi
Reviewed by: R�-J
Application Fee: t7 \`J D
Technical Fee: $ L(k-30
Posta a Fee: $0
TOTAL FEES: $ 3 O.'3 a PROJECT NUMBER:
Revised. 5/21/13 KL.
I of
Signatures
The undersigned eKlgwledges that the information in this application is correct and accurate.
Applicant:
w� Date: 7'30-Z0
Sig �ture
If the applicant is not the owner, the owner hereby grants permission for the applicant to act in his/her behalf.
Date: 710/30-o
Signature
jVj;alio e /
Print
Revised 5/21/13 KL 2 of 9
Minimum Development Standards Application Process
As stated in SDC 5.15-100, the minimum development standards (MDS) process is intended to support
economic development by minimizing City review for minor additions, expansions, or changes in use as
specified in SDC 5.15-100. MDS ensures that such development, however, complies with specific
appearance, transportation, safely and efficiency, and stormwater management standards specified in the
SDC and otherwise protects the public health, safety and welfare.
1. Applicant Submits a Minimum Development Standards Application to the
Development & Public Works Department
The application must conform to the Minimum Development Standards Submittal
Requirements Checklist on pages 4-5 of this application packet.
Planning Division staff screen the submittal at the front counter to determine
whether all required items listed in the Minimum Development Standards Submittal
Requirements Checklist have been submitted.
Applications missing required items will not be accepted for submittal
2. City Staff Conduct Detailed Completeness Check
• Planning Division staff conducts a detailed completeness check within 30 days of
submittal.
• The assigned Planner notifies the applicant in writing regarding the completeness of
the application.
• An application is not be deemed technically complete until all information necessary
to evaluate the proposed development, its impacts, and its compliance with the
provisions of the Springfield Development Code and other applicable codes and
statutes have been provided.
• Incomplete applications, as well as insufficient or unclear data, will delay the
application review process and may result in denial.
3. City Staff Review the Application and Issue a Decision
This is a Type I decision and thus is made without public notice and without a public
hearing since there are clear and objective approval criteria and/or development
standards that do not require the use of discretion.
• Decisions address all the applicable approval criteria and/or development standards.
• Applications may be approved, approved with conditions, or denied.
• 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 and may not be appealed.
Revised 5/21/13 KL 3 cf 9
Minimum Development Standards Submittal Requirements Checklist
NOTE: If you feel an item does not apply, please state the reason why and attach the
explanation to this form.
LTJ Application Fee - refer to the Development Code Fee Schedule for the appropriate fee
calculation formula. A copy of the fee schedule is available at the Development & Public
Works Department. Any applicable application, technology, and postage fees are collected
at the pre -submittal and submittal stages.
Minimum Development Standards Major Application Form
❑ Copy of the Deed
J/A [ State or Federal Permits 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.
Narrative explaining the purpose of the proposed development, the existing use of the
property, and any additional information that may have a bearing in determining the
action to be taken. The narrative should also explain justification for proposed MDS
exceptions and should also include other activities proposed on the property such as tree
removal, grading, fill or excavation. A description of the proposed use and explanation of
1 the uses conducted in building areas and the square footage of each area.
u Storm water Scoping Sheet
Flour (4) Copies of the following Plan Sheets:
u
MDS Site Assessment of Existing Conditions meeting the following standards:
u The plan shall be drawn by a licensed engineer, architect, landscape architect or land
surveyor.
LVA The plan shall provide the name location and dimensions of all existing site features
including, but not limited to significant stands of trees and watercourses shown on the
Water Quality Limited Watercourse Map and their riparian areas, wetlands, flood
1 designations and slopes.
u MDS Site Plan, prepared by a licensed engineer, architect, landscape architect or
land surveyor, incorporating the following standards:
1� Proposed Building Envelopes
LvJ Dimensions of the Development Area
N/A Where applicable, Location of Existing, Planned or Proposed Transit
Facilities*
N/A Cf l Area of all Property to be Reserved, Conveyed or Dedicated.
Revised 5/21/13 KL 4 of 9
u A S -Foot Wide Landscape Planter Strip including:
• Property lines, setbacks and dimensioned landscape areas
• Street trees location and type, landscaping and irrigation*
• Fencing
• Percentage of Landscape Coverage
Planting List*
*Property lines, setbacks and dimensioned landscape areas shall be shown on all
applications; however street trees, fencing and planting information may be noted and
details deferred to Final MDS Plan Approval or Building Permit Submittal.
I Trash Receptacle Enclosure and Outdoor Storage Areas including:
• Screening and Cover*
• Connected to sanitary sewer as applicable
• Required Screening for outdoor storage areas*
*Materials and construction types shall be noted and details may be deferred until
Final MDS Approval or Building Permit Submittal.
L Bicycle Parking Spaces including:
• Number and location
Type of bike rack*
*Long term and short term bicycle parking shall be noted and details may be deferred to
Final MDS Approval or Building Permit Submittal.
Parking and circulation areas including:
• Location, dimension number and striping of typical, compact and disabled
parking spaces including aisles
• Wheel stops as required
• On-site loading areas and vehicular and pedestrian circulation
• Storm water management provisions (existing or proposed catch basins, existing
or proposed bioswales)
Access to the Public Right -of -Way including:
Location and dimensions of existing and proposed curb cuts and any curb cuts to
be closed.
Revised 5/21/13 KL 5 of 9
dConcrete Sidewalks including:
• Existing sidewalks
1 • Proposed sidewalks where development abuts a curb and gutter street
u Streetlight Locations
u An Improvement and Public Utilities Plan meeting the following standards:
Prepared by a licensed engineer where utility systems are proposed
Location and width of existing and proposed easements
Location and dimensions of all existing and proposed rights of way
Location of existing and proposed utilities and infrastructure on or adjacent
to the subject site including the following as applicable: storm water
management systems, sanitary sewer mains, power, water mains, gas,
1 telephone and cable connections.
u Drainage patterns and connection points with supporting documentation
to demonstrate the proposed system will function consistent with the
City of Springfield Engineering Design Standards and Procedures Manual.
*The applicant may request deferral of plan details demonstrating compliance with standards of
SDC 5.15-120 until Final MDS Plan Submittal, building permit submittal or building permit
Occupancy as noted herein.
Revised 5/21/13 KL 6 of 9
City of Springfield
Minimum Development Standards
PROJECT NARRATIVE
DUNKS PROJECT
222 281h Street, Springfield, Oregon
PROPOSED 60' x 80'x 18' Building
The proposed building is 60' wide x 80' long with an 18' eave. Included are four (4) 14' x 14'
overhead doors, one each in each of three full bays and one in the bay shared with office space.
A general preliminary office layout sketch is included with project drawings.
Sketches and Drawings.
1. Aerial Overview of Lot
2. Aerial Overview with notes and approximate locations of building and asphalt.
3. 3-D sketch of the building
4. 2-D sketch of the building
5. Architectural sketch of the currently proposed building.
6. Office floor plan —preliminary layout.
Purpose of Development:
Dunks Holdings, LLC, herein after Dunks, until recently operated out of an inadequate
sized lease space. Remaining at their existing lease space area was not an option to house their
expanding business. Recently Dunks purchased the property on 2th street not only for its
existing open building space with small office but for the lot and its large size. The purpose of
this development is to add square footage of shop space with more adequate office space to
meet the needs of their vibrant business. For instance Dunks Performance is a business that
does not do mechanical or engine work but rather a business that provides aftermarket and
specialty parts for motor vehicles does not have adequate under roof space to meet their
customers needs. These parts and services can include items such as specialty wheel rims to
body accents to performance shocks, springs and accessories.
Existing Use:
Dunks purchased the property in December 2019. The main segment of business
moved into the existing building and office shortly thereafter. A portion of the business
remains at the lease space. In essence the existing use is currently what the future use will be
once the additional 4,800 square feet becomes available. Dunks will be better able to serve its
customers with more dedicated indoor space, especially with fall and winter approaching.
It should be noted that past use involved trucks and RVs with servicing and parking for
these large vehicles. Proposed use will be less intensive although there most likely will be
outdoor parking for vehicles in the que for customizing work.
It should also be noted that the vast majority of the property has been surfaced with
gravel which allowed for ease of movement without creating dust and mud problems. Certain
areas in the vicinity of the new building will have the gravel areas improved to insure proper
drainage. Two curb cuts exist off of 28t1 street to the property. One access would be
considered that main access and is 20' wide and is aligned with the gated entrance into the
main interior of the property.
MDS Exceptions:
1. No Federal or State permits are applicable for this project as no wetlands, greenways,
etc. are impacted.
2. Transit facilities are existing in this area as 28th street is a long time developed and
utilized street.
3. There are no reservations, conveyances or dedicated portions of this property.
4. Landscaping.
a. There exists an 8 -foot tall CMU wall between 28th street and the working interior
of the lot. The CMU fence has a 20 foot opening with a decorative metal
horizontal slatted electronic operated privacy/security gate. The entire lot to
the west of the CMU fence is concealed from view from 28th street.
It. The CMU fence sets 50 feet west of the existing side walk. Total distance from
street side of the curb to the fence is 55.5 feet.
c. Existing sidewalk is 5 feet wide.
d. There are currently 10 each 10 foot wide by 25 foot deep parking spaces
between 28th street and the fence; 5 space on either side of the 20 foot wide
access to the interior of the lot.
e. Two each of the parking spaces on each side, four total, are asphalt. The
remaining six spaces are gravel with painted striping.
f. There is a minimum 9 foot wide asphalt walkway between the parking spaces
and office. This walkway extends to the public right of way at the sidewalk.
g. A Cedar Fence conceals the area on the south side of the office west to the
existing shop building.
h. The entire remainder of the property is enclosed with a 6 -foot chain link fence.
i. Landscaping: an existing 32 foot long by 20' wide Landscaping area is located on
the east side of the office between the office and 28th street. Several trees,
shrubs and grasses make up the vegetation. A water feature is included. No
further landscaping appears to be needed.
S. Bicycle Parking Spaces:
a. Short term bicycle parking can be located in the NW corner area of the office
adjacent to the existing building east wall.
It. Long term bicycle parking can be identified within the existing building or within
the proposed building as the development proceeds.
Page 2 of 9
6. Parking: ten (10) spaces are available on the east side of the CMU fence. There is
approximately 30 feet separating the spaces, quite adequate for circulation. There are
currently anothertwenty (20) spaces marked east to west on the north side of the
interior lot. Although this area is graveled Dunks has maintained identified striped
spaces. Wheel stops will be provided if deemed necessary.
7. Access to Public Right -of -Way: the existing access will remain from the customer area in
the existing east side office to the existing 281h street sidewalk. Note that the existing
two curb cuts will remain and no curb cuts are to be closed.
8. Concrete sidewalks: this is a fully developed Springfield street with curbs, curbside
sidewalks, street lights, etc. No additional walkways will be needed.
General Information:
1. Excavation of building pad foot print of 60' x 80' plus an additional 5' on all sides to be
sloped for proper drainage and for ease of construction..
2. 12" of placed and compacted gravel for building pad. Note that the proposed concrete
Floor slab is proposed at 6" thick. Finished floor is anticipated to be slightly higherthan
the existing building to the east of the proposed new building location.
3. Footing and thickened edge excavation (for main frame footings).
4. Parking area excavation, where test holes identify a need, with 12" of base gravel and
rough grading, see site plan.
5. Catch Basins: the existing on site catch basins are adequate for the site improvements.
Current drainage patterns and slopes will be maintained to utilize these catch basins.
Roof drains piping will be directed to the catch basins.
6. Install approximately 200 linear feet of sanitary sewer projected to meet existing service
line.
7. Prep a 5' x 80' concrete apron on north edge of building (in front of overhead doors and
office area).
8. Final grading around building
9. Fine grade parking lot and approximate 2,400 s.f. of 3" asphalt to extend from existing
asphalt west in front of proposed building. The gravel parking on the north side to
remain. .
For follow up contact Roy Hankins, P.E. of Emerio Design, LLC at (541) 521-9797
Submitted by:
Ron Hankins, P.E,
Page 3 of 9
Site Photos of Existing Conditions:
Page 4 of 9
Page 5 of 9
Figure 3 Existing Landscaping Area with Water Feature, SE Corner c;t P!e
Page 6 of 9
Page 7 of 9
Page 8 of 9
Ngufe b - tKis ring Giovei Fol ung Art,, Vlsw 4nm W,r
Page 9 of 9
DEVELOPMENT AND PUBLIC WORKS
SPRINGF
225 FIFTH STREET
SPRI00.EGON PHONE 5417, 63 97477
53
PHONE 541 726 3753
FAX 541.726.1021
www Springfield -or gov
STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK
---- (Area below this fine filled out byApplican9------------------
(Please return to Clayton 11cEachern @ Chiral Springfield Development and Public Worksr Fox # 736-1027, Phone #736-1036),
email: emceachein@.springfreld-or.gw
Project Name:
Dunks Performance Building
Applicant:
Ken Evans
Assessors Parcel #:
1703361422200
Date:
4/3/2020
Land Use(s):
Commercial
Phone #:
(541) 485-8071
Project Size (Acres):
1.47 Acres
Fax #:
(541) 485-1735
Approx. Impervious
Area: Approx. 1.1 Acres
Email:
ken@evansbuildingcompany.com
Project Description (Include a copy of Assessor's map):
Site improvements associated with the construction of a new building for
commercial use on existing commercial property.
Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary:
Installation of building roof drain laterals and a new catch basin to connect to
existing storm system currently on site.
Proposed Stormwater Best Management Practices:
Lynch style catch basin with sediment trap
(Area below this line filled out by the City and Returned to theAadicaml
(Ata minimum, all boxes rhecd-ed by the City an the front and back of this .sheet shall be submtfted
or an application to he complete for submittal, althoughg other requirements may he nec'essat .
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:
Return to Clayton McEachern @ City of Springfield, email: cmceachern@spnngfield-or,gov, FAX: (541) 736-1021
COMPLETE STUDY ITEMS I For Official Use Cut, �
* Based upon the information providcd on die front of this sheet, the following represents a minimum ofwhat is needed for an
application to be complete for submittal with respect to drainage, however, this list should not be used in hen 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 iab an dam may be required. Note: Upon scopiag sheet submittal, ensure completedform has been
signed in the space provided below:
Interim Design Standards/Water Quality DSPM Chapter 3
Req'd N/A
❑ 7 Alt 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 (Sec2A. 1).
❑ ❑ If a stormwater treatment swale is proposed, subunit calculations/specifications for sizing, velocity, flour, 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
U
❑
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 amity map.
❑
Calculations showing system capacity for a2 -year storm event and overflow effects of a 25 -year storm event.
F-]
n
The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins.
U
U
A downstream drainage analysis as described in EDSPM Section 4.03.4.0 On-site drainage shall be govemed by the
Oregon Plumbing Specialty Code (OPSC).
Elevations of the HOE 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 Ib lead
without failure of the pipe structure.
Manning's "n" values far pipes shall be consistent with Table 4-1 of the PDSP. All storm pipes shall be designed to
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 DFD. Refer to
the website: Iain://www.deastate.onus;'wa/uic4uio.11ho for more information.
Detention ponds shall be designed to limit runoff to pre -development rates for the 2 through 25 -year stoma events.
`This farm shall be included as an attachment, inside the front cover, ofthe stormwater study.
• LifPORTANT: EA'GI.Nti'EER PLEASE RE4D BELOW.4ND SIGN!
As The engineer of record, 1 hereby certify the above required items are complete and included with the submitted stormwater smdy
and plan set. Signature Date
Form Version 5: June 2015