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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.