HomeMy WebLinkAboutMeeting Packet Planner 8/2/2023Completeness Check
Meeting
Development and Public Works Department
Conference Room 616 & Zoom
COMPLETENESS CHECK MEETING DATE:
Tuesday, August 15, 2023
11:00 a.m. - 12:00 p.m.
DPW Conference Room 616 and Zoom
Completeness Check Mtg (Site Plan Review) #811 -23 -000171 -PRE 811-22-000234-PROJ
Anytime Self Storage
Assessor's Map: 17-02-28-00 TL: 901
Address: Highbanks Rd., west of 52nd St.
Existing Use: vacant
Applicant has submitted proposal for self storage facility
Planner: Tom Sievers
Meeting: Tuesday, August 15, 2023 11:00 — 12:00 via Zoom and Conference Rm 616
VICINITY MAP
811 -23 -000171 -PRE Completeness Check Meeting
17-02-28-00 TL 901
Highbanks Rd., west of 52nd Street
Signal Ventures
City 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:
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.