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Home My WebLink AboutPacket, DRC PLANNER 5/12/2021AGENDA DEVELOPMENT REVIEW COMMITTEE DEVELOPMENT SERVICES DEPARTMENT 225 FIFTH STREET C9.F)i Fe F)Ce.0?99m 615 Staff Review., Tuesday, June 1, 2021 9; 00 —10.,00 a.m. 1. Subdivision Tentative 811-21-000112-TYP2 811-21-000086-PROJ RBFI Gateway Assessor's Map: 17-03-22-00 TL: 2109, 2200, 2218, 2219 & 2300 Address: 3000 Gateway Existing Use: Shoppes at Gateway Applicant submitted plans for 22 -lot subdivision based on lease boundaries Planner: Andy Limbird Meeting: Tuesday, June 1, 2021 9:00 — 10:00 virtual meeting via Microsoft Teams The Complete DRC Packet for this meeting is available online for you to review or print out from the laserfiche website: htto://www.sr)rinafield-or.gov/weblink8/browse.aspx SITE VICINITY MAP 811-21-000112-TYP2 Subdivision Tentative 17-03-22-00 TL 2109, 2200, 2218, 2219 & 2300 3000 Gateway St. BRFI Gateway LLC r J f F � t T s VICINITY MAP 811-21-000112-TYP2 Subdivision Tentative 17-03-22-00 TL 2109, 2200, 2218, 2219 & 2300 3000 Gateway St. BRFI Gateway LLC City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 Land Division Tentative Plan Partition, Subdivision SPRINGFIELD W 0#/ PApplication Type (Applicant: check ne artition Tentative Pre -Submittal: Subdivision Tentative Pre -Submittal: I❑ Partition Tentative Submittal: Subdivision Tentative Submittal: Q Required Project Information (Applicant., complete this section) Applicant Name: Bo Cromelin Phone: 310-857-4291 Company: BRFI Gateway LLC Fax: Address: 11611 San Vicente Blvd., Suite 900, Los Angeles, CA 90049 Applicant's Re .: Andrew Strout Phone: 541-746-0637 Company: Branch Engineering Fax: Address: 310 5th Street, Springfield OR, 97477 Property Owner: Bo Cromelin Phone: 310-857-4291 company: BRFI Gateway LLC I Fax: Address: 11611 San Vicente Blvd., Suite 900, Los Angeles, CA 90049 ASSESSOR'S MAP NO: 17-03-22 1 TAX LOT NOS :2109, 22003 22183 22193 2300 Property Address: 3000 Gateway Street, Springfield, OR 97477 Size of Property: 56.54 Acres 0 Square Feet ❑ Proposed Name of Subdivision: The Shoppes at Gateway DeSCf IPtIOn Of if you are filling in this form by hand, please attach your proposal description to this application. Pro osal: Subdivision based on lease boundaries Existing use: 3000 Gateway Street, Springfield, OR 97477 # of Lots/Parcels: 22 reaeoposed =11s densf parcels/ N/A # cmniell unies Si natures: Please sign and print your name and date in the appropriate Required Project Information (City Intake Staff., Associated Applications: box on the next aaqe. 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 kl 1 of 10 DEVELOPMENT AND PUBLIC WORKS SPRINGFIELD 225 FIFTH STREET OREGON SPRINGFIELD, OR 97477 PHONE: 541.726.3753 FAX: 541.726.1021 www.spdrygfialdor.gov STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK ----------- — (Area below this b'sefdled out by Applicant) __— (Please return to Clayton MEachern @ City ofSprtngiiield Development and Public Works, Fan # 736-1021, Phone # 736-1036), enwd:cnae�lern@sprirtglleldor.gov Project Name: Applicant: Assessors Parcel #: Date: Land Use(s): Phone #: Project Size (Acres): Fax #: Approx. Impervious Area: Email: Project Description (Include a copy of Assessor's map): Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary: Proposed Stormwater Best Management Practices: (Area below this line /'died outby the City andReturned m the Aaabeand (At a nurumuan, all boxes checked by the City on the front and backoftlus sheet shall be subnutted or on application to be coaWletefor subnuttal, afthough other requirements n be recess 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 Return to Clayton McEachem @ City of Springfield, email: cmceachem@springfeAd-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 ranch ENGINEERING= May 12, 2021 TENTATIVE SUBDIVISION APPLICATION PROJECT DESCRIPTION SHOPPES AT GATEWAY Branch Engineering Inc. Project No. 21-035 This application is to subdivide the main mall area of the Shoppes at Gateway. The application encompasses Tax Map 17-03-22, Tax Lots 2109, 220Q 2218, 2219 and 2300. this aligns with the lands conveyed as Parcels I, II and III in the current deed (Reception Number 2017-037745). It should be noted that Tax Lots 2305 (Target and associated parking) and 2307 (Walmart Neighborhood Market, Big 5 and their related parking) are not included in this subdivision. Tax Lot 2305 is the lands conveyed as Parcel IV of the current deed and Tax Lot 2307 is the lands conveyed to separate ownership by the deed recorded as Reel 1620R as Instrument 9011882. The site has been developed as a mall since the early 1990's and underwent a significant renovation in 2013-2015. The renovation included the conversion of enclosed inline mall space to new exterior -facing junior anchor boxes and the addition of new multi -tenant outparcel buildings along Gateway Street. In total, the renovation produced six new exterior junior anchor spaces and four new multi -tenant outparcel buildings and attracted new tenancy, including Ross, Marshalls, Ashley's Furniture, Hobby Lobby, Panera Bread, Chipotle and Firehouse Subs. The previous Site Plan Review approvals (most recently TYP213-00017 and TYP114-00018) control the land use aspects of the site as a whole. It is expected and intended that this will continue after the subdivision process. The application proposes an internal subdivision of the property with no associated site modifications. Therefore, things such as parking, landscaping, lot coverage and building orientation and setbacks are viewed by this subdivision from an overall site perspective rather than an individual lot perspective. This approach of applying the code criteria to the site as a whole, rather than individual lots, is already occurring between the subdivision lands and Tax Lot 2307 through the Construction, Operation and Reciprocal Easement Agreement (COREA or REA) and its amendments. Copies of these documents are included in this submittal.. In addition to ensuring the site functions as a cohesive whole, the REA and its amendments create easement rights for things such as private utilities and emergency vehicle access and maintenance responsibilities for things like vegetative stormwater treatment facilities. The access rights in the REA fulfill the requirements of Footnote 1 to SDC 3.2-315. On the fact of the plat, the REA and its amendments will be cited as CC&Rs applicable to all the lot in the plat. E6G ENE -SPRINGFIELD ALBANY 310 5th Street, Springfield, OR 97477 1 p- 541.746.0637 1 w .branchengineenng.mm Project D wnpnon May 12, 2021 The main purposes of the subdivision are to increase the marketability and investment potential for the property and increase operation efficiency by conforming the property's lots with the current site plan. The REA and its amendments ensures all lots will still need to function as part of the overall whole rather than discrete entities. The intent is that, even if lots transfer to separate ownership, the site will continue to function as an integrated whole from the perspectives of both site design and the everyday user. All portions of the site are currently fully served with utilities. Therefore, no utility construction is proposed with, or as a result of, this subdivision. Conversations with SUB Water and Electric are currently underway to address an interest expressed by both to replace their current strip easements with a new easement that is more blanket in nature. These conversations will be resolved prior to recording the plat. Conversations with city Public Works staff are also currently underway to ensure the site complies with previous agreements and conditions regarding maintenance of the vegetative stormwater management facilities. Lots 3-8, 10 and 18 have lines that cross through the main mall structure. For lots with walls that don't meet the necessary fire rating for the occupancy on each side of the wall, a deed restriction will be recorded concurrent with the plat requiring these lots to remain in common ownership until such time as evidence is provided to the city that the relevant walls have adequate fire rating. Branch Engineenng, Inc. Page 2 42