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Home My WebLink AboutMeeting Packet Planner 4/4/2023Completeness Check Meeting Development and Public Works Department Conference Room 616 & Zoom COMPLETENESS CHECK MEETING DATE: Tuesday, April 4, 2023 10:00 a.m. - 11:00 a.m. DPW Conference Room 616 and Zoom Completeness Check Mtg (Site Plan Review) #811 -23 -000057 -PRE 811-23-000061-PROJ Oregon Urology Institute Assessor's Map: 17-03-36-22 TL: 6800 & 7000 Address: 1457 G Street Existing Use: medical office Applicant has submitted plans for addition to existing building Planner: Tom Sievers Meeting: Tuesday, April 4, 2023 10:00 — 11:00 via Zoom and Conference Rm 616 J 9sA3 :3: .a_�e� 1_1, We Tool- r 0 City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 Site Plan Review SPRINGFIELD Application Type (Applicant. dieck Site Plan Review Pre -Submittal: ❑X Major Site Plan Modification Pre -Submittal, ❑ Site Plan Review Submittal: ❑ Ma'or Site Plan Modification Submittal: ❑ Required Project Information (Applicant. complete this section) Applicant Name: PatrickAldinger Phone: 541-334-3350 Company: Oregon Urology Institute Email: Patrick@OregonUrology.com Address: 2400 Hartman Ln, Springfield OR 97477 Applicant's Rep.: Lana Sadler Phone: 541-342-8077 Company: Robertson Sherwood Architects pc Email: Sadler@mberlsonshe.cod.com Address: 132 E Broadway Suite 540, Eugene OR 97401 Property Owner: G Street Urology Center LLC Phone: 541-334-3350 Company: Oregon Urology Institute Email: Patrick@OregonUrology.com Address: 1457 G Street, Springfield OR 97477 ASSESSOR'S MAP NO: 17-03-36-22 TAX LOT NOS :6800 and 7000 Property Address: 1457 G Street Size of Property: 41,112 Acres Square Feet X❑ ❑ Proposed ni. of Dwellmna Proposed Name of Project: Oregon Urology Institute Radiation Center Addition Description of If you are filling in this form by hand, please anach your proposal description to this application. Proposal: Addition to existing building - see attached narrative Existing Use: Medical Office New Impervious Surface Coverage (Including Bldg. Gross Floor Area): 1,485 sf Si natures: Please sign and Drint Mour name and date in the aDDrociriate Required Project Information (City Intake Staff., Associated Applications: box on the next a e. complete this section) Signs: Pre -Sub Case No.: Date: Reviewed by: Case No.: Date: Reviewed by: Application Fee: $ Technical Fee: $ Posta a Fee: $ TOTAL FEES: $ PROJECT NUMBER: Revised 1/7/14 Id 1 of 11 Type II Site Plan Approval Narrative for: Oregon Urology Institute Radiation Center Addition 1457 G Street Springfield, Oregon 20 March 2023 Applicant/Property Owner G Street Urology Center LLC 1457 G Street Springfield, OR 97477 Phone: 541-334-3351 Atin: Patrick Aldringer Civil Engineer Capital Engineering & Consulting LLC 1430 Willamette Street #325 Eugene, OR 97401 Phone: 541-510-4225 Atin: Iris Leia Lorelle, PE, LEEP AP Architect/Applicant's Representative RobertsonSherwood lArchitects pc 132 East Broadway, Suite 540 Eugene, OR 97401 Phone: 541-342-8077 Atin: Lana Sadler, AIA Landscape Architect Cameron McCarthy Landscape Architects 150 East Broadway Eugene, OR 97401 Phone: 541-485-7385 Atin: Justin Lanphear, ASLA Project Description: This application is for site plan approval of a new 1,485 square foot addition to the existing 8,767 square foot (not including overhangs) Oregon Urology Institute Radiation Center. The original development for this site was approved by Site Review Application #DRC2007-00009 on February 28, 2007. The previously approved site plan indicated the addition that is proposed in this application. The total property area is 41,112 square feet and will not change due to the proposed addition. Only the site immediately adjacent to the new addition will be modified as noted in this application. Project Location: The project site at 1457 G Street is located on the south side of the 1400 block of G Street between 14' and 16' Street. The existing Oregon Urology Institute Radiation Center is a flag shaped property comprised of two tax lots on Map #17-03-36-22. The flag portion of the property is Tax Lot 6800 facing G Street. The flagpole portion of the property is Tax Lot 7000 at the southeast corner of the flag property and extends to F Street. Approvals Requested: Type II, Site Plan Approval Attached Information (included in this package): Type II Site Review Application (1 copy) Site Review Narrative (3 copies) Stormwater Scoping Sheet and Report (3 copies) Geotechnical Report (3 copies) Copy of the Deed 8-1/201 version of Site Plan (Sheet L100) Drawings (4 copies) G100 Project Information G200 Exterior Elevations L000 Existing Conditions Plan -100 Site Plan L200 Grading Plan L300 Irrigation Plan L400 Landscape Plan L500 Details C100 Civil Stormwater Management Plan Oregon Urology Institute Radiation Center Addition Page 1 Site Plan Review Narrative March 17,2023 Project Use: The facility is a combined radiation and immunotherapy clinic with associated offices. The total number of full-time equivalent employees is 8with a couple of per -diem employees. The number of employees is not anticipated to change with this addition. Hours of Operation: Normal operating hours will range from 8:00 AM to 5:00 PM, Monday through Friday, except holidays. Zoning: The site iswithin the Springfield City limits and is zoned GO, General Office. The site is designated within the Hospital Support Overlay Zone. A medical once building use is a permitted outright in both the General Office Zone and Hospital Support Overlay Zone. Adjacent Uses: The property to the east along G Street is zoned Low Density Residential. That property is currently the McKenzie Willamette Hospital employee parking lot. The properties to the west along G Street are zoned Low Density Residential. G Street Integrated Health, a medical provider facility, extends to 14^ Street. The property to the north, across G Street, is zoned Mixed Use Commercial and is the McKenzie Willamette Hospital. The two properties to the southwest are zoned Low Density Residential. The easternmost of those properties is vacant and the westernmost of those properties contains a single- family residence. Hospital Support Overlay Zone: The purpose of the hospital support overlay zone is to provide, among other things, hospital related support services. The urology radiation center meets this criterion. The design standards for the Hospital Support Overlay Zone noted in Springfield Development Code Section 3.3.1125 are as follows: (1) All yard, lot/parcel size, coverage, density, fencing, parking standards shall be subject to the same standards as professional offices in residential districts. Per City of Springfield Development Code Section 4.7.190 Professional Offices in Residential Districts: (A) Professional offices in residertial districts are permitted when. (1) The lots/parcels are adjacent to CC, MUC or MRC Districts, and The property is located adjacent to the Mixed Use Commercial district located to the north, across G Street. (2) The majority of the square footage of the structure on the lot/parcel is not more than 100 feet from CC, MUC or MRC Districts. Where public -right-of-way separates the residertial district from the commercial district, the right-of-way width is not counted in the measurement. The main frontage of the building is located 65' from the north property line. (B) A professional office exceeding 2, 000 square feet of gross floor area shall abut an arterial or collector street. The main frontage of the building faces G Street which is a collector street. (C) No parking shall be permitted within the front yard setback. Required parking shall be screened from the public view. No parking is located within the front yard setback. All parking along the side and back yards are screened from the adjacent residential zones with fully established arborvitae hedges. The hedges were planted during the initial construction of the building in 2005. Oregon Urology Institute Radiation Center Addition Page 2 Site Plan Review Narrative March 17,2023 (D) For structures on the Springfield Historic Inventory, any extemal modification shall be fully compatible with the original design. The building is not on the Springfield Historic Inventory. (E) Professional offices permitted are limited to: accountants, architects, attorneys, computer programmers, designers, engineers, insurance agencies, investment counselors, licensed real estate agents, medical and dental practitioners, counselors, planners, and studios for artists, interior decorators and photographers, and similar general office uses engaged in support services to their businesses and/or their parent companies. A professional office used for medical practitioners is a permitted use. (F) A minimum of 25 percent of the lot/parcel shall be landscaped The landscape area covers 11,494 square feet (27%) of the 41,112 square feet total lot area. (2) A minimum of 25 gement of the lot/pamel shall be of planted material. The landscape area covers 11,494 square feet (27%) of the 41,112 square feet total lot area. (3) Parking lots shall meet the planting standards apolloable to commemial develomnent. All off-street vehicle parking will conform to the standards listed in SDC Sections 4.6-110 through 4.6-120. Site Access / Public Transportation: Primary site access is provided along G Street. Public transportation is available from a bus stop 0.2 miles to the west of the site along G Street. A second bus stop is located near the emergency room entrance of the McKenzie WIlamette Hospital along Mohawk Boulevard, also 0.2 miles from the site. According to Lane Transit District, no additional transit stops are planned within 1/2 mile of the property Off -Street Parking Facilities: The property has two separate parking lots. The north parking lot is accessible along G Street and connected to the main entry of the building. The north parking lot has 22 standard parking stalls and 4 accessible parking stalls. The 4 accessible parking stalls are located closest to the building's entry. The south parking lot has 12 standard parking stalls with access from F Street. This is a total of 38 parking stalls. According to SDC 4.6.125, the 10,252 building (including addition but excluding large roof overhangs) requires a minimum of 34 parking stalls at 1 stall per 300 SF of building area). Since there are no planned changes to the parking lot area, the project does not propose any revision to the number of parking stalls. Bicycle Parking: The building area after the addition is 10,252 SF (excluding large roof overhangs). According to SDC 4.6.155, 0.75 bicycle parking stalls are required per 5,000 SF of building area. This results in two (1.54 calculated) required parking stalls. One short term (0.39) and one long term (1.15) parking stalls are required. There are 18 existing ribbon style bicycle parking stalls located underthe building's northeast covered area. There is a sidewalk connecting the bicycle parking stalls and the public right-of-way along G Street. The new project does not propose any changes to the bicycle parking. Phased Development: The addition to the building and the associated site work will be completed in one phase. Exterior Lighting: The existing light poles and building mounted exterior lightswere approved in the site review application for the original building. No modification to existing lighting or addition of new lighting is proposed. Oregon Urology Institute Radiation Center Addition Page 3 Site Plan Review Narrative March 17,2023 Utility Infrastructure: The existing site development includes connections to power, natural gas, storm water, domestic water, and fire protection water lines. Refer to attached Sheet C3.0 of the original construction documents. The existing connections have been found to be sufficient to support the new addition. Easements: Refer to the existing conditions plan for description of the existing easements associated with the project No changes are proposed for the easements. Stormwater Management: The existing stormwater treatment on this site was previously approved on the Site Review Application #DRC2007-00009. The new stormwater treatment that we propose only addresses the impervious structure from the new addition. Wetlands: The property is not in areas identified in the Springfield Local and National Wetland Inventory Map. Drinking Water Overlay District: The site is within the 10 -year and 20 -year time of travel zones as shown on the City of Springfield's Wellhead Protection Area Map. No additional hazardous materials will be present on site due to this addition. While the clinic portion of the building is sprinklered, no sprinklers are proposed within the addition. The property is currently engaged in a drinking water protection agreement with the Springfield Utility Board and will maintain the terms of this agreement. Signs: No changes to existing exterior signage is proposed. Oregon Urology Institute Radiation Center Addition Page 4 Site Plan Review Narrative March 17,2023 DEVELOPMENT AND PUBLIC WORKS SPRINGFIELD 225 FIFTH STREET OREGON SPRINGFIELD, OR 97477 PHONE: 541.726.3753 FAX: 541.726.1021 www.springfiald-or.gov STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK ----------- — (Area below this b'nefdled outbyApplica n) __— (Please return to Clayton MEachern @ City ofSprblgfield Development and Public Works, Fax # 736-1021, Phone # 736-1036), enwd:cnaeurlern@sprirtglleldor.gov Project Name: Oregon Urology Addition Applicant: CAPITAL Engineering Assessors Parcel #: 1703362206600 Date: 312/23 Land Use(s): 201 Commercial Improved Phone #: 503-630.3636 Project Size (Acres): 0.114 acres Fax #: N/A Approx. Impervious Area: 1,693 SF Email: and rea@capitalengineering.co Project Description (Include a copy of Assessor's map): Oregon Urology Institute Radiation Center is proposing to construct a 1,443 square foot addition to the northeast of the existing building. New impervious areas include the addition roof and some concrete work at the entryway (1,693 SF). Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary: A vegetated facility (Rain Garden) will be constructed to treat runoff from new and replaced impervious areas, prior to conveyance to the public storm system. Since there is no underground City stormwater system to the south of G Street and due to high seasonal groundwater elevations and poor soils, overflow from the vegetated facility will be conveyed to the existing on-site storm piping, which daylights through the existing curb on the south side of G Street. The Rain Garden will be fined with an overflow odfice plate structure that will ensure that the post development flows do not exceed the pre -developed runoff flow rates. Proposed Stormwater Best Management Practices: Final treatment solutions are undetermined at this point, but we are considering a Rain Garden to treat runoff from new and replaced impervious areas, prior to conveyance to the public storm system. (Area below dais line rdkd and by the City andRehvned k the Aaabeand (At a nunimmte5 all boxes checked by the City on the front and backoftlds sheet shall be subnutted or on application to be cotopletefor subnuttal, although other requirements n be recess Drainage Study Type (EDSPM Section 4.03.2): (Note, UH may be substituted for Rational Method) Q Small Site Study—(use Rational Method for calculations) ❑ Mid -Level Development Study— (use Unit Hydrograph Method For calculations) ❑ Full Drainage Development Study— (use Unit Hydrogreph Method For calculations) Environmental Considerations: ❑ Wellhead Zone: low -w ❑ Wedand/Riparian: wa ❑ Soil Type: ❑ Hillside Development: wa ❑ Floodway/Floodplain: wa ❑ Other Jurisdictions -/- Downstream Analysis: there isn't any capacity for additional runoff in any of the surrounding public systems. ❑0 N/AF ❑ 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 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 Developnsent 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 O❑ 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. O❑ 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. x❑ ❑ 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). x❑ ❑ 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. 0 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. 0 ❑ Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon. 0 ❑ A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map. O❑ 0 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 ❑ O 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). ❑ O Elevations of the HGL and flow lines for both city and private systems where applicable. ❑ O Design of Stoma Systems (EDSPM Section 4.04). ❑ O Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set ❑ O 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. ❑ O Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP. All stoma pipes shall be designed to Other/Miscellaneous 0 ❑ Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site drains. 0 ❑ Private stommwater easements shall be clearly depicted on plans when private stommater flows from one property to another. 0 ❑ 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. 0 ❑ 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