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Home My WebLink AboutApplication APPLICANT 5/25/2021City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 Site Plan Review SPRINGFIELD W 0#/ 111- Site Plan Review Pre -Submittal: ElMa'or Site Plan Modification Pre -Submittal, X❑ Site Plan Review Submittal: ❑ Ma'or Site Plan Modification Submittal: ❑ Required Project Information (Applicant. complete this section) Applicant Name: Bo Cromelin Phone: 310-857-4291 Company: BRFI Gateway, LLC Email: Bo@balboaretaii.com Address: 11611 San Vincente Boulevard, Suite 900, Los Angeles, CA 900049 Applicant's Re .:Geoff Larsen PE I Phone: 503-601-5968 Company: Mazzetti / BHEGrou lEmail:glarsen@mazzeth.com Address: 940 Willamette St, Suite 310, Eugene, OR 97401 Property Owner: See Below Phone: 310-857-4291 Company: BRFI Gateway, LLC Email: Bo@balboaretail.com Address: 11611 San Vincente Boulevard, Suite 900, Los Angeles, CA 900049 ASSESSOR'S MAP NO: 1703220 1 TAX LOT NO(S): 2305 Property Address: 2730 Gateway St, Springfield, OR 97477 Size of Property: 5.96 Acres X]Square Feet ElN/A Proposed no. of Proposed Name of Project: Shoppes at Gateway - Southwest Parking Lot Addition Description of If you are filling in this form by hand, please attach your proposal description to this application. Proposal: Refer to attached written statement. Existing Use:Shopping center/ mall New Impervious Surface Coverage (Including Bldg. Gross Floor Area): 21,450 sf Si natures: Please sign and Drint Mour name and date in the acicirociriate Required Project Information (City Intake Staff., Associated Applications: box on the next pace. 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: $ I PROJECT NUMBER: Revised 1/7/14 Id 1 of 11 Owner Signatures This application form is used for both the required pre -submittal meeting and subsequent complete application submittal. Owner signatures are required at both stages in the application process. An application without the Owner's original signature will not be accepted. pre -Submittal The undersigned acknowledges that the information in this application is correct and accurate for scheduling of the Pre- Submittal Meeting. If the applicant Is not the owner, the owner hereby grants permission for the applicant to act in his/her behalf. I/we do hereby acknowledge that I/we are legally responsible for all statutory timelines, information, requests and requirements conveyed to my representative. Dwner: Date: _ 5 19 21 Signature ADAM L. Wlli I represent this application to be complete for submittal to the City. Consistent with the completeness crock performed on this application at the Pre-Suhmlttal Meeting, I affirm the information identified by the City as necessary fur processing the application is provided herein of the information will not be provided if not otherwise contained within the submittal, and the City may begin processing the application with the information as submitted. This statement serves as written notice pursuant to the requlrements of ORS 227.178 pertaining to a complete application. Signature Revised 1/7/14 KL 2 of 11 Site Plan Review Application Process 1. Applicant Submits a Site Plan Review Application for Pre -Submittal • The application must conform to the Site Plan Review Submittal Requirements Checklist on pages 4-7 of this application packet. • A pre -submittal meeting to discuss completeness is mandatory, and pre -submittal meetings are conducted every Tuesday and Friday, from 10:00 am - noon. • Planning Division staff strives to conduct pre -submittal meetings within five to seven working days of receiving an application. 2. Applicant and the City Conduct the Pre -Submittal Meeting • The applicant, owner, and design team are strongly encouraged to attend the pre - submittal meeting. • The meeting is held with representatives from Public Works Engineering and Transportation, Community Services (Building), Fire Marshall's office, and the Planning Division and is scheduled for 30 to 60 minutes. The Planner provides the applicant with a Pre -Submittal Checklist specifying the items required to make the application complete if it is not already complete, and the applicant has 160 days submit a complete application to the City. 3. Applicant Submits a Complete Application, City Staff Review the Application and Issue a Decision • A complete application must conform to the Site Plan Review Submittal Requirements Checklist on pages 4-7 of this application packet. • A Type II decision, made after public notice, but without a public hearing, unless appealed, is issued within 120 days of submittal of a complete application. • Mailed notice is provided to property owners and occupants within 300 feet of the property being reviewed and to any applicable neighborhood association. In addition, the applicant must post one sign, provided by the City, on the subject property. • There is a 14 -day public comment period, starting on the date notice is mailed. • Applications are distributed to the Development Review Committee, and their comments are incorporated into a decision that addresses all applicable approval criteria and/or development standards, as well as any written comments from those given notice. • Applications may be approved, approved with conditions, or denied. • At the applicant's request, the Planner can provide a copy of the draft land use decision prior to issuing the final land use decision. • 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 but may be appealed within 15 calendar days to the Planning Commission or Hearings Official. Revised 1/7/14 Ia 3 of 11 Site Plan Review Submittal Requirements Checklist NOTE: • ALL of the following items MUST be submitted for BOTH Pre -Submittal and Submittal. • If you feel an item on the list below does not apply to your specific application, please state the reason why and attach the explanation to this form. ❑ 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. ❑ Site Plan Review Application Form ❑ 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 include the proposed number of employees and future expansion plans, if known. Density - if applicable, list the size of property (acres), maximum allowable density and the density proposed. ❑ Copy of the Deed ❑ Copy of the Site Plan Reduced to 81/2"x 11", which will be mailed as part of the required neighboring property notification packet. ❑ 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. ❑ Completed Attached Scoping Sheet ❑ Four (4) Copies of the Following Plan Sets for Pre -Submittal OR Four (4) Copies of the Following Plan Sets for Submittal: ❑ All of the following plans must include the scale appropriate to the area involved and sufficient to show detail of the plan and related data, north arrow, and date of preparation. ❑ All plan sets must be folded to 61/2" by 11" and bound by rubber bands. Please Note: • These plans must provide enough information to enable the City to determine that the proposed development is feasible, but are not necessarily required to be detailed construction level documents. • The City's Engineering Design Standards Manual, while not land use criteria, may be used in whole or n part, by the City Engineer to determine the feasibility of a proposed plan. • Nothing herein should be interpreted as implying any requirement in contradiction of Oregon Statute or Oregon Administrative Regulation. Revised 1/7/14 KL 4 of 11 a. Site Assessment of Existing Conditions ❑ Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor ❑ Vicinity Map ❑ The name, location and dimensions of all existing site features including buildings, curb cuts, trees and impervious surface areas, clearly indicating what is remaining and what is being removed. For existing structures to remain, also indicate present use, size, setbacks from property lines, and distance between buildings. ❑ The name, location, dimensions, direction of flow and top of bank of all watercourses and required riparian setback that are shown on the Water Quality Limited Watercourse Map on file in the Development & Public Works Department ❑ The 100 -year floodplain and floodway boundaries on the site, as specified in the latest adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment or Letter of Map Revision ❑ The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead Protection Areas Map on file in the Development & Public Works Department ❑ Physical features including, but not limited to trees 5" in diameter or greater when measured 4 '/3 feet above the ground (stands of more than five (5) trees may be shown as a cluster with mix of trees species noted), riparian areas, wetlands and rock outcroppings b. Site Plan ❑ Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor ❑ Proposed buildings: location, dimensions, size (gross floor area applicable to the parking requirement for the proposed use(s)), setbacks from property lines, and distance between buildings; measured setbacks shall be prepared by an Oregon licensed Surveyor when minimum setbacks are shown. ❑ Location and height of existing or proposed fences, walls, outdoor equipment, storage, trash receptacles, and signs ❑ Location, dimensions, and number of typical, compact and ADA parking spaces; including aisles, wheel bumpers, directional signs, and striping. ADA routes from public rights-of-way whall be designated including at grade connections ❑ Dimensions of the development area, as well as area and percentage of the site proposed for buildings, structures, parking and vehicular areas, sidewalks, patios, and other impervious surfaces ❑ Observance of solar access requirements as specified in the applicable zoning district ❑ On-site loading areas and vehicular and pedestrian circulation ❑ Access to streets, alleys, and properties to be served, including the location and dimensions of existing and proposed curb cuts and curb cuts proposed to be closed ❑ Location, type, and number of bicycle parking spaces ❑ Note location of existing and planned Lane Transit District facilities (within '/3 mile) Revised 1/7/14 Ia 5 of 11 ❑ Area and dimensions of all property to be conveyed, dedicated, or reserved for common open spaces, recreational areas, and other similar public and semi-public uses ❑ Phased Development Plan - where applicable, the Site Plan application must include a phasing plan indicating any proposed phases for development, including the boundaries and sequencing of each phase. Phasing must progress in a defined sequence addressing street connectivity between the various phases and accommodating the logical extension of other required public improvements, including but to limited to, sanitary sewer, stormwater management, water and electricity. The applicant must clearly indicate which phases are proposed for approval under the current Site Plan application and which are deferred to future review procedures. c. Existing Improvement and Public Utilities Plan ❑ Prepared by an Oregon licensed Architect, Landscape Architect, Civil Engineer or Surveyor ❑ Location and width of all existing easements ❑ Location, widths (of paving and right-of-way), and names of all existing streets, alleys, dedications or other right-of-ways within or adjacent to the proposed development, including jurisdictional status other than City. Indicate connection points for roof drainage. ❑ Location and type of existing street lighting ❑ Location of existing and required traffic control devices, fire hydrants, power poles, transformers, neighborhood mailbox units, waterline backflow preventers and similar public facilities ❑ Location, width, and construction material of all existing and proposed sidewalks, sidewalk ramps, pedestrian access ways, and trails ❑ Location and size of existing utilities on and adjacent to the site including sanitary sewer mains, stormwater management systems, water mains, power, gas, telephone, and cable TV. Indicate the proposed connection points. Detail must be proportionate to the complexity of the proposed project. ❑ Show existing and proposed spot elevations or contours, and direction of drainage patterns. d. Proposed Grading, Paving, & Utilities Plan ❑ Prepared by an Oregon licensed Civil Engineer, except where noted below ❑ The approximate size and location of storm water management systems components ❑ Location, widths (of paving and right-of-way), and names of proposed streets, alleys, dedications or other rights -of -ways within or adjacent to the proposed development ❑ Location and width of all proposed easements ❑ Location and type of proposed street lighting ❑ Information on existing slopes over 5% shall be prepared by an Oregon licensed surveyor and be drawn with one foot contour interval lines; land with a slope over 10 percent shall be shown with 5 foot contour interval lines Revised 1/7/14 Ia 6 of 11 e. Landscape Plan ❑ Prepared by an Architect, Landscape Architect, or other Landscape Professional approved by the Director ❑ Location and dimensions of landscaping and open space areas to include calculation of landscape coverage ❑ Where applicable, screening in accordance with SDC 4.4-110 ❑ Location of existing and proposed street trees f. Architectural Plans ❑ Where abutting residentially zoned properties, exterior elevations of all proposed structures over 140 square feet for the development site, including height, shall be shown g. On -Site Lighting Plan ❑ Location, orientation, and maximum height of exterior light fixtures, both free standing and attached ❑ Type and extent of shielding, including cut-off angles, and type of illumination, wattage, and luminous area Additional Materials That May be Deferred at the discretion of the applicant until Final Site Plan or Building Permit Submittal: ❑ List in chart form the proposed types of landscape materials (trees, shrubs, ground cover). Include in the chart genus, species, common name, quantity, size and spacing ❑ Where plants are proposed as part of the stormwater management system, a planting plan shall be provided. ❑ Irrigation Plan showing of irrigation lines, required backflow preventers and above ground utilities. ❑ Photometric test report for each light source. ❑ An applicant may submit conceptual floor plans in order to have staff address Resolution of potential nuisance conflicts Additional Materials That May be Required by the Director: IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL STANDARDS/APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE APPLICANT SHOULD CONSIDER UTILIZING PRE -DEVELOPMENT MEETINGS AS DISCUSSED IN SDC 5.1-120: ❑ Copy of a Preliminary Title Report issued within the past 30 days documenting ownership and listing all encumbrances. ❑ A developer may be required to prepare a Traffic Impact Study (TIS) to identify potential traffic impacts from proposed development and needed mitigation measures. Revised 1/7/14 Ia 7 of 11 ❑ Where a multi -family development is proposed, any additional materials to demonstrate compliance with SDC 3.2-240 ❑ Riparian Area Protection Report for properties located within 150 feet of the top of bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the top of bank of any direct tributaries of WQLW ❑ A Geotechnical Report prepared by an engineer must be submitted concurrently if the Soils Survey indicates the proposed development area has unstable soils and/or a high water table, or if required by the City Engineer ❑ Where the development area is within an overlay district, address the additional standards of the overlay district on plans and narratives ❑ Where physical aspects of a proposed development, including but not limited to scale, odor noise, glare or vibration, will impact less intensive surrounding uses, the Director may request submittal of conceptual floor plans or other information necessary to determine compliance with applicable standards. ❑ If five or more trees are proposed to be removed, a Tree Felling Permit as specified in SDC 5.19-100 ❑ A wetland delineation approved by the Oregon Division of State Lands must be submitted concurrently where there is a wetland on the property ❑ 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 ❑ Where any grading, filling or excavating is proposed with the development, a Land and Drainage Alteration permit must be submitted prior to development ❑ Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100 and 5.21-100 ❑ An Annexation shall be submitted prior to submission of application, as specified In SDC 5.7-100, where a development is proposed outside of the city limits but within the City's urban service area and can be served by sanitary sewer Revised 1/7/14 Ia 8 of 11 225 FIFTH STREET SPRINGFIELD, OR 97477 PHONE: 541.726.3753 FAX. 541.736.1021 www.spnngfield-orgov December 6, 2013 REQUIRED STORMWATER SCOPING SHEET USE POLICY: In October 2003, Springfield Public Works released a trial "stonnwater scoping sheet," provided to help engineers and developers meet stormwater requirements in the Springfield Development Code (SDC) and Engineering Design Standards and Procedures Manual (EDSPM). After a five month trial period, it became apparent that users of the scoping sheet submitted much more complete applications than non-users. An added bonus was a decrease in the overall review time spent on the applications, resulting in quicker notice of decisions. As a result of the benefits of the scoping sheets, the City has decided to make their use a mandatory process. Current city policy is that the use of stormwater scoping sheets is required for all applications which require development review. All applications submitted to the City shall provide a copy of a completed stormwater scoping sheet with the application packet. Attached with this letter is the latest version of the scoping sheet, which reflects changes requested by the development community. PLEASE NOTE: SUBMITTED APPLICATIONS WILL NOW BE REQUIRED TO SUBMIT A COMPLETED STORMWATER SCOPING SHEET, STORMWATER STUDY AND PLANS IN CONFORMANCE WITH THE SCOPE REQUIREMENTS U 17 rrrrr 31b4LCeI91 ri7 V,P"IN N:1 1.) Obtain scoping sheet from application packet, city website, or other location. 2.) Fill out project information (top half of front sheet) prior to commencement of work on stormwater study. (Note: Do not sign scoping sheet until it is received from the City with requirements checked.) 3.) Mail, fax, or email all pages to: City of Springfield, Development and Public Works Dept., Attu: Clayton McEachem. 4.) Receive completed scoping sheet (filled out by the City) indicating minimum requirements for a complete stormwater study. 5.) Include four (4) copies of complete scoping sheet (signed by engineer at the bottom of page 2), stormwater study and plans that comply with the minimum required scope with submittal of application packet. The scoping sheet shall be included as an attachment, inside the front cover of the stormwater study. Stormwater scoping sheets can be found with all application packets (City website and the DPW front counter) as well as on the Engineering and Construction Resources webpage located at: httv://www.springfield- or.gov/DPW/EnginmringmdConstructionResources.htm under the Public Improvement Permit Projects Forms section. Thank you in advance for working with the City of Springfield with this new process. Sincerely, Clayton McEachern, PE City of Springfield, Development and Public Works Email: cmeeachem@springfieldor.gov Phone: (541) 736 —1036 Fax: (541) 736-1021 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 SHOPPES AT GATEWAY SOUTHWEST PARKING LOT ADDITION 3000 Gateway Street Springfield, OR Site Plan Review - Major Modification Pre -Submittal Application M-ry%1. "-21 Prepared for: BRFI Gateway, LLC 11611 San Vincente Boulevard, Suite 900 Los Angeles, CA 900049 � wwvcmaazetH.tom MAZZETTI 13HEGroup 940 wham tte Stet Suite 310, EuT 541.686.8478 gem OR 97401 Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application Contents A. Location and Property Information..................................................................................... 3 B. Existing Development Agreement and Site Use................................................................. 4 C. Proposed Modifications and Site Use................................................................................. 4 IV. APPROVAL CRITERIA..................................................................................................... 5 A. Compliance with Zoning Requirements: ............................................................................ 5 B. Maintaining Adequate Capacity in Public and Private Facilities :...................................... 5 C. Compliance with Applicable Design and Construction Standards :.................................... 5 D. Compliance with Parking and Ingress -Egress Standards :.................................................. 6 E. Protection of Physical Features:.......................................................................................... 6 V. COMPLIANCE WITH SPRINGFIELD DEVELOPMENT CODE ................................... 6 A. Section 3.2-300 - Commercial Zoning Districts................................................................. 6 3.2.310 Schedule of Use Categories................................................................................... 6 3.2.315 Base Zone Development Standards....................................................................... 7 B. Section 3.3-200 - Drinking Water Protection Overlay District .......................................... 7 3.3-220 Time of Travel Zones............................................................................................. 7 3.3-225 Review...................................................................................................................7 3.3-235 Standardsfor 11vadousMaterials within Time of Travel Zones........................7 C. Section 3.3-400 Floodplain Overlay District...................................................................... 8 3.3-410 Applicability ..........................................................................................................8 D. Section 4.2-100 - Infrastructure Standards - Transportation .............................................. 8 4.2-105 Public Streets......................................................................................................... 8 4.2-110 Private Streets.......................................................................................................8 4.2-115 Block Length..........................................................................................................8 4.2-120 Site Access and Driveways....................................................................................8 4.2-125 Intersections.......................................................................................................... 8 4.2-130 Vision Clearance...................................................................................................8 4.2-135 Sidewalks...............................................................................................................8 4.2-140 Street Trees ............................................................................................................9 AZZETTI � E3HEGroup ..marmti..o T 541666 8478 940 Wlaam tte Street Supe 310, Eugene, OR 97401 Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application 5.17-120 Submittal Requirements....................................................................................... 12 A. 4.2-145 Street Lighting.......................................................................................................9 Required — Permitted Parking Space Calculation .......................................... 16 4.2-150 Multi -Use Paths.....................................................................................................9 Exhibit B: Deed and ALTA Survey................................................................................. 4.2-160 Accessways............................................................................................................9 C. E. Section 4.3-100 - Infrastructure Standards - Utilities......................................................... 9 D. 4.3-105 Sanitary Sewers..................................................................................................... 9 19 4.3-110 StormwaterManagement......................................................................................9 Exhibit E: Geotechnical Investigation............................................................................. 4.3-115,4.3-117 Water Quality Protection, Natural Resource Protection Areas .............. 10 Exhibit F: 4.3-120 Utility Provider Coordination............................................................................. 10 G. 4.3-125 Underground Placement of Utilities ................................................................... 10 22 4.3-130 Water Service and Fire Protection..................................................................... 10 ALTA Survey................................................................................................. 4.3-135 Major Electrical Power Transmission Lines ...................................................... 11 Exhibit I: 4.3-140 Public Easements................................................................................................ 11 4.3-145 Wireless Telecommunications System (WTS) Facilities ..................................... 11 F. Section 4.4 - Landscaping, Screening and Fence Standards ............................................. 11 4.4-105 Landscaping........................................................................................................ 11 4.4-110 Screening............................................................................................................. 11 4.4-115 Fences.................................................................................................................. 11 G. Section 4.5-100 - On -Site Lighting Standards.................................................................. 11 4.5-110 Illumination and Height...................................................................................... 11 H. Section 4.6-100 - Vehicle Parking, Loading and Bicycle Parking Standards .................. 12 4.6-115 Vehicle Parking -ParkingLotDesign ................................................................ 12 4.6-120 Vehicle Parking -ParkingLotImprovements ..................................................... 12 4.6-125 Vehicle Parking- Parking Space Requirements ................................................. 12 4.6-135 Loading Areas -Facility Design and Improvements .......................................... 12 4.6-145,150,&155 Bicycle Parking -Facility Design ..................................................... 12 I. Section 5.17-100 - Site Plan Review................................................................................ 12 5.17-120 Submittal Requirements....................................................................................... 12 A. Exhibit A: Required — Permitted Parking Space Calculation .......................................... 16 B. Exhibit B: Deed and ALTA Survey................................................................................. 17 C. Exhibit C: Reduced Scale Site Map................................................................................. 18 D. Exhibit D: Proposed Lighting Cut-Sheets........................................................................ 19 E. Exhibit E: Geotechnical Investigation............................................................................. 20 F. Exhibit F: Stormwater Management Summary ............................................................... 21 G. Exhibit G: Stormwater Scoping Sheet............................................................................. 22 H. Exhibit H: ALTA Survey................................................................................................. 23 I. Exhibit I: Assessor's Map................................................................................................ 24 0 MAZZETTI � 13HEGroup w ..mazzettLmm T 541636 8479 940 wiWamette Street Suite 310, Eugene, OR 97401 Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application I. INTRODUCTION A. General Information Owner and Applicant: BRFI Gateway, LLC Owner's Contact Information. Bo Cromelin 11611 San Vincente Boulevard, Suite 900, Los Angeles, CA 900049 (310)857-4291 Bo@balboaretail.com Applicants Representative: M=etti / BHEGroup 940 Willamette St, Suite 310, Eugene, OR 97401 (541)686-8478 Contact: Geoff Larsen, P.E. GLarsen@ma etti.com B. Protect Summary BRFI Gateway, LLC, is proposing a new surface parking lot at the southwest corner of the Mall site, located west of the Walmart building. This new parking area will include approximately 92 additional compact parking spaces. IL LAND USE REQUEST The applicant is requesting approval of a Site Plan Review Major Modification (SPRMM), under the Type II land use process, for the project. The nature of the proposed redevelopment and associated site plan is documented in this written statement, supporting exhibits, and drawings. Section III, below, provides context and background information for the existing and proposed development site and associated uses. Section IV, below, provides specific information necessary to evaluate application approval criteria. III. SITE INFORMATION A. Location and Property Information Location: The development site is located in the Gateway area of Springfield, bordered by Gateway Street to the east, I-5 to the west, Harlow Road to the south, and commercial property to the north. proper :The development site is located within Tax 2109, 2200, 2218, 2219, 2300, 2307, and 2305 of Lane County Assessor's Map 17-03-22. GGP-Gateway Mall L.L.C. owns all �` www.mazzezti.cam MAZZEN r 541686.8478 M BHEGroup 940 wiWametee Street Suite 310, Eugene, OR 97401 Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application Tax Lots except Lot 2307, which is owned by Target Corporation. The site comprises approximately 70 acres while the development area within the site comprises approximately one acre. Refer to the Deeds and ALTA Survey in Exhibits B and H for additional property information. Floodplain: Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) No. 41039CI I33F lists the site as "Zone V which is outside of the 500 -year floodplain, and not within a special flood hazard area. Soil Conditions: The National Resources Conservation Service (MRCS) Soil Survey classifies the on-site soils as Courtney Gravelly Silty Clay Loam, Malabon Silty Clay Loam, Malabon-Urban Land Complex, Salem Gravelly Silt Loam, and Salem -Urban Land Complex. The approximate depth to groundwater is greater than 60 -inches. B. Existing Development Agreement and Site Use The existing Gateway Mall development was originally approved through a 1988 site plan review and Disposition and Development Agreement (Joumal #88-44251). The site plan has been subsequently modified several times to accommodate a new movie theater, anchor stores, satellite building pads, site improvements, and public transit projects. The most recent Site Plan Review Modifications were approved in 2014 and are summarized as follows: Type II Site Plan Review Major Modification (Case TYP213-00017): Included removal of Movies 12 theater and reconfiguration of main mall building and addition of satellite building pads east of the mall building. Approved was issued on January 3, 2014. Type I Site Plan Review Minor Modification (Case TYP114-00018): Included reconfiguration of satellite building pads east of the mall building and relocation of the covered walkway from the bus station. Approval was issued July 17, 2014. Type I Site Plan Review Minor Modification (Case TYP114-00031): Incl need father reconfiguration of the satellite building pads east of the mall building Approval was issued December 11, 2014. C. Proposed Modifications and Site Use The currently proposed Major Modification request will modify the previous 2014 Major Modification and SPRMM to expand the amount of available parking on the southwest comer of the site. These proposed modifications will not alter the site use or generate additional trips to or from the site. The proposed parking expansion is intended for use as overflow parking for peak shopping days such as holidays. w Mazzetti.cam T 541686.8478 MAZZETTI E3HEGroup 940 wiWamette Street Suite 310, Eugene, 01797401 Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application IV. APPROVAL CRITERIA In accordance with Springfield Development Code (SDC) 5.17-125 (A) through (E), the criteria for approval of the SPRMM application includes compliance with zoning requirements, maintaining adequate capacity in public and private facilities, compliance with applicable design and construction standards, compliance with parking and ingress - egress standards, and protection of physical features. The findings presented below document compliance with each of the approval criteria and applicable sections of the SDC. This section is organized to follow the format of the applicable SDC Sections, which are outlined in bold below, where included. The wording of the SDC is shown in italics below, followed by the proposed findings of fact in normal text. A. Compliance with Zoning Requirements: The coning is consistent with the Metro Plan diagram, amllor the applicable Refinement Plan diagram, Plan District map, and Conceptual Development Plan. Findings: The development site is zoned and designated Community Commercial (CC) according to the Springfield Zoning Map and adopted Gateway Refinement Plan. There are no proposed changes to the zoning for this site. Refer to findings under SDC 3.2-300 for further discussion. The existing I-5 corridor and the elevated Harlow Road to the south provide a visual buffer between the proposed development site and the existing residential areas to the west and south. B. Maintaining Adequate Capacity in Public and Private Facilities: Capacity requirements ofpublic andprivate facilities, including, but not limited to, water and electricity, sanitary sewer and stormwater management facilities, and streets and traffic safety controls shall not be exceeded and the public improvements shall be available to serve the site at the time ofdevelopment, unless otherwise providedfor by this Code and other applicable regulations. The Public Works Director or a utility provider shall determine capacity issues. Findings: The capacity of existing and proposed public and private facilities is expected to be adequate for the proposed development. The proposed development does not alter the site use, nor does it increase demand for public transportation, water, or sewer infrastructure. Refer to findings for SDC 4.3-100 - Infrastructure Standards -Utilities, below for further discussion about availability and capacity of public and private utilities. Refer to findings for SDC 4.2-100 - Infrastructure Standards -Transportation, below, for father discussion about availability and capacity for streets and traffic safety controls. C. Compliance with Applicable Design and Construction Standards: The proposed development shall comply with all applicable public andprivate design and w ..mazzetti.mm T 541686.8478 MAZZEM RHEGroup 940 wiWamette Street Suite 310, Eugene, OR 97401 Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application consnuction standards contained in this Code and other applicable regulations Findings: The proposed development will comply with the applicable design and construction standards of the SDC and the Springfield Engineering Design and Procedures Manual (EDSP). Refer to findings for SDC 3.2-300, 3.3-200, 3.3-400, 4.2-100, 4.3-100, 4.4-100, 4.5-100, 4.6-100, in Part IV below for specific standards. D. Compliance with Parking and Ingress -Egress Standards: Parking areas and ingress -egress points have been designed to: facilitate vehicular traffic, bicycle and pedestrian safety to avoid congestion; provide connectivity within the development area and to adjacent residential areas, transit stops, neighborhood activity centers, and commercial, industrial andpublic areas, minimize driveways on arterial and collector streets as specified in this Code or other applicable regulations and comply with the ODOT access management standards for State highways. Findings: The proposed development will not modify existing ingress -egress points and onsite circulation routes for this site. Refer to the findings under SDC 4.2-100, below for father discussion about compliance with ingress -egress and parking standards. E. Protection of Physical Features: Physical features, including, but not limited to: steep slopes with unstable soil or geologic conditions, areas with susceptibility of flooding, significant clusters of trees and shrubs, watercourses shown on the WQLW Map and their associated riparian areas, other riparian areas and wetlands specified in Section 4.3-117, rock outcroppings; open spaces, and areas of historic and/or archaeological significance, as may be specified in Section 3.3-900 or ORS 97.740-760, 358.905-955 and 390.235-240, shall be protected as specified in this Code or in State or Federal law. Findings: Physical features will not be impacted as a result of the proposed development. Refer to findings under SDC 4.3-115 and 117, below, for further discussion. V. COMPLIANCE WITH SPRINGFIELD DEVELOPMENT CODE A. Section 3.2-300 - Commercial Zoning Districts 3.2.310 Schedule of Use Categories Findings: The development is not proposing new uses complying with the "Permitted Use" category for the CC district. Existing uses subject to "Special Development Standards" in the CC district, may continue to function at their current location or within a relocated space within the main Mall building. Such uses may include existing automobile repair garages, automobile rentals, and arcades. w MazzettLmm T 541686.8478 MAZZETTI RHEGroup 940 wiWamette Street Suite 310, Eugene, OR 97401 Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application 3.2.315 Base Zone Development Standards Findings: Compliance with Base Zone Development Standards is summarized as follows: Lot Size and Frontage: The proposed development will have no impact on the lot size or street frontage. Building Setback: The proposed development will have no impact on building setbacks. Parking, Driveway, and Outdoor Storage Setback: The proposed development will maintain a minimum setback distance of 5 -feet between the front, side, and rear property lines and adjacent parking lots or interior access drives. Maximum Building Heieh : The proposed development will have no impact on building heights. B. Section 3.3-200- Drinking Water Protection Overlav District 3.3-220 Time of Travel Zones Findings: The property is located within the 10-20 year and 20-99 year time of travel zones (TOTZ) as shown on the Site Plan — Overall drawing (Sheet C200). The development area within the site is located outside of and beyond the 20-99 year time of travel zone. 3.3-225 Review Findings: Per SDC 3.3-225(A)(2)(a) and (b), a Drinking Water Protection (DWP) Overlay District Development Applicationis required when there is a change muse that affects storage, use, and/or production of hazardous materials that pose a risk to groundwater; or there is an increase in quantity of hazardous or other materials that pose a risk to groundwater that are stored, used, and/or produced. Theproposed development will not affect the storage, use, and or production of hazardous or other materials that pose a risk to groundwater; nor will the development increase the quantity of hazardous or other materials that pose a risk to groundwater that are stored, used, and/or produced. 3.3-235 Standards for Hazardous Materials within Time of Travel Zones Findings: The proposed development will not involve the storage, handling, treatment, use, production, or keeping on the premises of more than 20 gallons of hazardous materials that pose a risk to groundwater. w Mazzetti.cam T 541686.8478 MAZZETTI RHEGroup 940 wiWamette Street Suite 310, Eugene, OR 97401 Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application C. Section 3.3-400 Floodplain Overlay District 3.3-410 Applicability Findings: The Floodplain (FP) Overlay District applies to all areas of special flood hazard. Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) No. 41039CI133F lists the site as "Zone X" which is outside of the 500 -year floodplain, and not within a special flood hazard area. D. Section 4.2-100- Infrastructure Standards- Transportation 4.2-105 Public Streets Findings: Since the proposed development does not include any new public streets, the design standards stipulated in SDC 4.2-105 do not apply. 4.2-110 Private Streets Findings: No new private streets are proposed with the development; therefore, this section does not apply. 4.2-115 Block Length Findings: The proposed development will not impact the alignment of any existing public or private streets, nor are any new public or private streets proposed. Therefore, this section does not apply. 4.2-120 Site Access and Driveways Findings: The proposed development will impact any site access points or driveways. Therefore, the standards of this section for new access points and driveways do not apply. 4.2-125 Intersections Findings: The development will not add or remove any public intersections. Therefore, the standards of this section for new access points and driveways do not apply. 4.2-130 Vision Clearance Findings: The proposed development will not be constructing new streets or new access points to existing streets. Therefore, the requirements of this section do not apply. 4.2-135 Sidewalks Findings: The development will not include new sidewalks within the public right- of-way. Therefore, the requirements of this section do not apply. w Mazzetti.cam T 541686.8478 MAZZEM RHEGroup 940 WiWamette Street Suite 310, Eugene, OR 97401 Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application 4.2-140 Street Trees Findings: The proposed development will not construct new public roadways and does not impact existing street trees within the right of way. Therefore, the requirements of this section do not apply. 4.2-145 Street Lighting Findings: The proposed development will not construct new public roadways or impact existing public street lighting. Therefore, the requirements of this section do not apply. 4.2-150 Mufti -Use Paths Findings: The proposed development will not abut or impact any existing or proposed multi -use paths. Therefore, the requirements of this section do not apply. 4.2-160 Accessways Findings: The proposed development will not abut or impact any existing or proposed accessways. Therefore, the requirements of this section do not apply. E. Section 4.3-100- Infrastructure Standards- Utilities 4.3-105 Sanitary Sewers Findings: The proposed development will not include modifications to sanitary sewers or modifications to site uses that will impact the demand on the existing sanitary sewer infrastructure. Therefore, the requirements of this section do not apply. 4.3-110 Stormwater Management Findings: Stormwater runoff from the majority of existing development area is collected through an existing closed -pipe system, draining to an existing public open channel located along the west perimeter of the site. In addition to the closed - pipe drainage system, a large area of existing parking lot along the western edge of the property drains into the open channel through a series of curb openings. The public open channel drains in a north to south direction and receives storm drainage from both public and private outfalls. Refer to findings for SDC 4.3-115 below for father discussion on these wetlands. Stormwater Quantity: The proposed development will result in an increase in the overall impervious surface within the project limits and will therefore increase the overall stormwater runoff generated from the development area. The public storm drain that the development area will discharge to is 48" in diameter. Per coordination with City Staff on the previous redevelopment effort at the site, stormwater quantity control is not required for this site. However, it should be w ..mazzetti.mm T 541686.8478 MAZZETTI RHEGroup 940 WiWamette Street Suite 310, Eugene, 01797401 Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application noted that the proposed stormwater treatment facilities (see below) for the development area will have an impact on peak runoff rates from the development area. Stormwater Treatment: The proposed development will include vegetated stormwater treatment improvements, which will include vegetated rain gardens located at east, west, and north sides of the proposed parking lot area. These rain gardens will receive drainage from the majority of the new or redeveloped vehicular non -building roof area. Where setback requirements from property lines cannot be met, impermeable liners will be installed to meet the requirements of the City of Eugene Stormwater Management Manual. The proposed stormwater treatment facilities will be designed to meet the requirements of the City's stormwater quality standards presented in Chapter 3 of the Engineering Design Standards and Procedures Manual (EDSP). Stormwater Point Source Pollution Control: The proposed development will not include any of the activities listed under EDSP 3.02.4.A for point source pollution control. 4.3-115,4.3-117 Water Quality Protection, Natural Resource Protection Areas Findings: The open channel located along the west perimeter of the property and north of the development area is identified in the Springfield Water Quality Limited Watercourses Map as a Springfield Local Wetlands Inventory area and is also an Army Corps of Engineers wetland mitigation site. The wetlands is not mapped as a Water Quality Limited Watercourse. The current project does not propose any site development within the existing wetlands. There are no applicable setbacks for work adjacent to the wetlands as they are not designated as a Water Quality Limited Resource. 4.3-120 Utility Provider Coordination Findings: Per SDC 4.3-120, utility installations will be coordinated with the serving utility provider and the developer will be responsible for the design, installation, and cost of utility improvements. 4.3-125 Underground Placement of Utilities Findings: Overhead utilities are not proposed for this development. 4.3-130 Water Service and Fire Protection Findings: Modifications to the domestic water and fire protection services are not proposed for this development. w Mazzetti.cam T 541686.8478 MAZZETTI RHEGroup 940 wiWamette Street Suite 310, Eugene, OR 97401 Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application 4.3-135 Major Electrical Power Transmission Lines Findings: No modifications to major electrical power transmission lines are anticipated; therefore this section does not apply. 4.3-140 Public Easements Findings: No public easements are proposed for this development. 4.3-145 Wireless Telecommunications System (WTS) Facilities Findings: The proposed development does not include construction of anew WTS facility. Therefore, this section does not apply. F. Section 4.4 - Landscaping. Screening and Fence Standards 4.4-105 Landscaping Findings: All interior parking lot planting areas will meet requirements as specified in Section 4.4-100 for specific planting and required square footage. All other planting areas within the limits of work will meet requirements as specified in Section 4.4-100(F) for specific planting type and mature height (2'/z' height maximum). Where applicable to screen outdoor mechanical devices, a 6' height evergreen hedge will be provided. 4.4-110 Screening Findings: The proposed development will not include any site or building features that require screening. 4.4-115 Fences Findings: Proposed fencing for screening and other purposes will not exceed 6' in height per table 4.4-1. Therefore, a separate construction permit will not be required. Additionally, review under Discretionary Use procedure is not warranted. G. Section 4.5100 - On -Site Lighting Standards 4.5-110 Illumination and Height Findings: New LED pole mounted area lighting throughout the project site will be firll cutoff and shielded to prevent sky glow and limit light trespass. The area will be illuminated with minimal light levels needed to meet section 4.5-110 and that is reasonable to provide both safety and security for users and to prevent unnecessary light pollution. New pole mounted lighting will be mounted at 20'-0" above paved surface. See sheet C201 for luminaire locations, quantities, and pole height designation. (Note for Pre Submittal Application: Photometric study and lighting plan are in w ..mazzetti.mm T 541686.8478 MAZZETTI 13HEGroup 940 wiWamette Street Suite 310, Eugene, OR 97401 Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application progress. These will be provided for the tentative application submittal. H. Section 4.6-100 - Vehicle Parking, Loading and Bicycle Parkins Standards 4.6-115 Vehicle Parking - Parking Lot Design Findings: All parking spaces, aisle widths, striping, wheel stops, and bumper overhangs comply with the dimensional requirements of SDC 4.6-115. An overall parking space tabulation and typical parking stall dimensions and aisle widths can be found on the Site Plan — Overall drawing (sheet C200) and on the Site Plan — Development Area drawing (sheet C201). 4.6-120 Vehicle Parking - Parking Lot Improvements Findings: All parking areas will be permanently and clearly marked on an asphalt or concrete surface and will have adequate drainage to dispose of stormwater runoff. Wheel bumpers will be installed where parking stalls front sidewalks and landscaped areas except where those areas have been widened to account for vehicle overhang. Though the entirety of the new parking stalls added by this development will be compact, less than 30% of the overall parking spaces throughout the entire mall will be compact. 4.6-125 Vehicle Parking - Parking Space Requirements Findings: The subject site is a blend of eating and drinking establishments and retail trades and services. The existing parking spaces at the site meet the mirumum off-street parking standard for these uses and the proposed increase will not exceed the maximum off-street parking count. Calculations for minimum required and maximum allowed parking spaces are included in Exhibit A. The ALTA survey (Exhibit H) for the entire site contains a tally of the existing standard, ADA and compact parking spaces. The total number of compact spaces added with this development is included on the Site Plan — Overall drawing (sheet C200). 4.6-135 Loading Areas- Facility Design and Improvements Findings: The proposed development does not include new loading areas or impact existing loading areas. 4.6-145, 150, & 155 Bicycle Parking - Facility Design Findings: The proposed development does not include new bicycle parking or modifications to existing bicycle parking facilities. I. Section 5.17-100 - Site Plan Review 5.17-120 Submittal Requirements Findings: The Site Plan Major Modification application has been prepared by an w ..mazzetti.mm T 541686.8478 MAZZEM RHEGroup 940 WiWamette Street Suite 310, Eugene, OR 97401 Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application Oregon licensed Civil Engineer. Compliance with the submittal requirements of this section are explained below: A. The information required by SDC 5.17-120(A) is contained within the Site Plan — Overall and Site Plan — Development Area drawings (Sheets C200 & C201) with the exception of Requirements 6, 8, 9 and 10; which do not apply to this development as no modifications to buildings or employee numbers are proposed and no property is being conveyed, dedicated, or reserved. B. The information required by SDC 5.17-120(B) is contained within the Site Assessment of Existing Conditions drawing (Sheet C100) with the exception of Requirement 6. There are no locally significant protected wetlands or riparian areas present on or near the development area. Time of Travel Zones are delineated on the Site Plan — Overall drawing (C200). C. The information required by SDC 5.17-120(A) is contained within the Site Plan — Overall and Site Plan — Development Area drawings (Sheets C200 & C201) with the following exceptions: • Requirements 7 and 8 do not apply as the development does not include and is not adjacent to existing off-street loading areas or transit facilities. • Requirement 9 does not apply, as no Right-of-way Approach Permit is required. • Requirement 10 does not apply as a Traffic Impact Study is not required. The proposed development does not meet any of the criteria listed in SDC 4.2-105.13. D. The information required by SDC 5.17-120(D) is contained within the Planting drawings. • Requirement 1: All interior parking lot planting areas will meet requirements as specified in Section 4.4-100 for specific planting and required square footage. All other planting areas within the limits of work will meet requirements as specified in Section 4.4- 100(F) for specific planting type and mature height (2'/z' height maximum). Where applicable to screen outdoor mechanical devices, a 6' height evergreen hedge will be provided. • Requirement2: Plant material provided in rain garden facilities will mitigate parking lot stormwater runoff and will meet planting material and quantity requirements. The project includes 2,731 SF of rain garden facilities. • Requirement 3: All planting area to be provided with a permanent w ..mazzetti.mm T 541686.8478 MAZZETTI E3HEGroup 940 WiWamette Street Suite 310, Eugene, OR 97401 Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application irrigation system. Requirement 4: Not applicable. All trees within limit of work fall under parking lot landscape standards in Section 4.4-110(F). Requirement 5: All irrigation, trees and plant materials will be listed and meet mimmum standards required. All trees and plant material lists will include specific plant name, rrummum size, and plant type. Topsoil specifications for planting areas, and material specifications for rain garden facilities will also be provided. Requirement 6: Planting areas and rain garden facilities are used within the limit of work. Under the planting area requirements, interior parking lot standards and general landscape standards will be met. Rain garden facilities to be designed according to plant material and quantity requirements. All rain garden facility materials outside of plant material to be provided by Civil. E. The information required by SDC 5.17-120(E) is contained within the Site Plan — Overall drawing (Sheet C200) with the exception of Requirement 4. Information satisfying Requirement 4 is contained within the Site Storm Drain Plan drawing (Sheet C300). F. The information required by SDC 5.17-120(F) is contained within the Site Storm Drain Plan drawing (Sheet C300) and the Site Paving and Grading Plan drawing (Sheet C400), with the exception of Requirement 1. The proposed development does not alter roof drainage pattems. G. SDC 5.17-120(G) does not apply to this development. H. The information required by SDC 5.17-120(H) is contained within the Site Plan — Development Area drawing (Sheet C201) and Section G above. I. The information required by SDC 5.17-120(I) is contained within the application as follows: o Requirement 1. The required narrative description can be found in Part I of this document. o Requirement 2. The owner has signed the application. o Requirement 3. The Site Plan — Overall drawing (Sheet C200) serves as a vicinity map for the proposed development area. o Requirement 4. Refer to the findings for SDC 3.3-200 in this document. o Requirement 5. No discretionary uses are planned for this site. o Requirement 6. There is no proposed tree felling activities with this development that would require a Tree Felling Permit. ;� www.mazzecti.cam T 541686.8478 MAZZEM RHEGroup 940 WiWametee Street Suite 310, Eugene, OR 97401 Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application o Requirement 7. No Annexation application is required for this redevelopment. o Requirement 8. Refer to the findings for SDC 4.3-117 in this document. o Requirement 9. Refer to the findings for SDC 4.3-117 in this document. Requirement 10. A Geotechnical Exploration of the development site is included in Exhibit E. P:A'100024 13 SA, Rn M,at Madificztra 140626 Tmt tare Submittal i , dwl :tl 140609 Min r Modification Wntten Stamnmt 'I entad, e Su bmittal. docx MAZZETTI E3HEGroup T 511.686.8178 940 Whim ue Street. State 310, Eugene, OR 97401 Shoppes at Gateway— Southwest Parking Lot Addition Site Plan Review— Mai or Modification Pre -Submittal r' VI. EXHIBITS A. Exhibit A: Required — Permitted Parkins Space Calculation �� MAZZETTI I BHEGroup May 18, 2021 ...mazzet i.com T541.686.8478 940 Willamette Stre" Suite 310, Eugene, OR 97401 Exhibit A -Required / Permitted Parking Space Calculation Tenant Name Gross Floor Area Use GSF per Parkin S ace Minimum Re uired5 aces Maximum Allowed Spaces Vacant 18,323 Vacant' 300 61 76 Han, Ritchie's levelers 1,281 Retail Trade and Services 300 4 5 Oregon Sports 2,502 Retail Trade and Services 300 8 30 Vacant 2,626 Vacant' 300 9 11 Vacant 750 Vacant' 300 3 3 Vacant 749 Vacant' 300 2 3 Nails Uncorked 1,903 Retail Trade mal Services 300 6 8 Vigra-Vercon 1,355 Retail Trade and Services 300 5 6 Kay's Jewelers 1,441 Retail Trade and Services 300 5 6 Game Stop 1,455 Retail Trade and Services 300 5 6 ULTA 9,748 Retail Trade and Services 300 32 41 Maurices#M001542 4,898 Retail Trade and Services 300 16 20 Vacant 3,000 Vacant' 300 10 13 Vacant 11858 Vacant' 300 6 8 Vacant 1,214 Vacant' 300 4 5 Vacant 1,641 Vacant' 300 5 7 Southerbnd Insurance 1,122 Retail Trade and Services 300 4 5 Vacant 650 Vacant' 300 2 3 Peppypotamus 4,000 Retail Trade and Services 300 1 13 17 Indulge Antiques 9,092 Retail Trade am Services 300 30 38 Vacant 4,649 Vacant' 300 15 19 Rack Room Shoes 6,757 Retail Trade and Services 300 23 28 Al Eyebrow by Threading 1,758 Retail Trade arta Services 300 6 7 Vacant 902 Vacant' 300 3 4 Vacant 704 Vacant' 300 2 3 Vacant 956 Vacant' 300 3 4 Crafters Nley 2,587 Retail Trade and Services 300 9 11 Vacant 1,077 Vacant' 300 4 4 Oregon Sports (Storage) 1,544 Retail Trade and Services 300 5 1 6 State of Oregon Military Dept 950 Retail Trade and Services 300 3 4 Vacant 480 Vacant' 300 2 2 Vacant 1,175 Vacant' 300 4 5 Cinemark#17 78,511 Retail Trade and! Services 300 262 327 Cabela's 58,773 Retail Trade and Services 300 1% 245 Vacant 60 Vacant' 300 0 0 Noodles &company 2,500 Eating and Drinking Establishment 100 25 31 Firehouse Subs 11800 Eating and Drinking Establishment 100 18 23 Menchie's Frozen Yogurt 1,200 Eating and Drinking Establishment 100 12 15 T-Mobile/Express Locations 2,291 Retail Trade and Services 300 8 30 Aspen Dental 3,497 Retail Trade and Services 300 12 15 Chipotle 2,258 Eating and Drinking Establishment 100 23 28 Pieobgy 2,248 Eating and Drinking Establishment 100 22 28 Sleep Train( Mattress Firm) 4,049 Retail Trade and! Services 300 13 17 America's Best (National Vision Inc.) 3,270 Retail Trade and! Services 300 11 14 Kohl's 98,500 Retail Trade and! Services 300 328 410 Marshalls 22,322 Retail Trade and! Services 300 74 93 Ross Dress For Less#1835 25,518 Retail Trade and! Services 300 85 106 Petco#1276 12,175 Retail Trade and Services 300 41 51 Ashley Home Store 30,236 Retail Trade and Services 300 101 126 Hobby Lobby 55,217 Retail Trade and Services 300 184 230 Hometown Buffet 10,515 Eating and Drinking Establishment 100 105 131 Buffalo Wild Wings 5,920 Eating and Drinking Establishment 100 59 74 Burger King 1,300 Eating and Drinking Establishment 100 13 16 Original Roadhouse Grill 6,917 Eating and Drinking Establishment 100 69 86 Applebee's 5,250 Eating and Drinking Establishment 100 53 66 Carl's Jr. 3,600 Eating and Drinking Establishment 100 36 45 Wal -mart M178 37,857 Retail Trade and Services 300 126 158 Big 5 Sporting Goods 13,000 Retail Trade and Services 300 43 54 Panera Bread 4,361 Eating and Drinking Establishment 100 44 55 Sears 119555 Retail Trade and Services 300 399 498 Target 113613 Retail Trade and Services 1 300 379 473 TOTAL 819,460 1 3,051 3,813 Notes 1. Vacant spaces have been accountedforas"Retail Trade and Services" in the"Minimum Parking Standard" columns Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Mai or Modification Pre -Submittal ADOlication B. Exhibit B: Deed and ALTA Survey 0 ...mazzetti.com MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408 WTD IZ�1S8z'1� After Recording Room To: Weatem Tide 6 Escrow Company 497 0akwey Rd. Suds 340, Eugene, OR 97401 After recording return to: Paul Hastings LLP 71 South Wacker Drive Suite 4500 Chicago, Illinois 60606 ATTN: Gregory Spitzer, Esq. Until a change is requested all tax statements shall be sent to the following address: BRFI Gateway, LLC 11611 San Vicente Boulevard Suite 900 Los Angeles, California 90049 Lane County Clerk 2017-011362 Lane County Deeds & Records 03/07/2017 01:14:10 PM RPR -DEED Ont=1 S1n=0 CASHIER 02 17pages $21.o0$e5o0$10,00$11.00 $127.00 SPECIAL WARRANTY DEED The true consideration for this conveyance is $107,500,000.00. GGP-GATEWAY MALL L.L.C., a Delaware limited liability company ("Grantor"), conveys and specially warrants to BRFI GATEWAY, LLC, a Delaware limited liability company ("Grantee"), the following described real property free of liens and encumbrances, except as specifically set forth herein: LEGAL DESCRIPTION: Real property in the County of Lane, State of Oregon, described as follows: See Exhibit "A" attached hereto and made a part hereof. Special Warranty Deed- continued Prop. ID: 17-03-22-00-02109,17-03.22-00-02200,17-03-22-00-02218, 17-03-22-00-02219,17- 03-22-00-02300 and 17.03.22-00-02305 Provided, however, that the real property described above is conveyed subject to, and there are excepted from the special warranty covenants of Grantor. any and all reservations, restrictions, easements, conditions, encumbrances, and other matters of title and/or of survey set forth on Exhibit "B" attached hereto and made a part hereof. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS 195.300, 195.301 AND 195.305 TO 195.336 AND SECTIONS 5 TO 11, OF CHAPTER 424, OREGON LAWS 2007, AND SECTIONS 2 TO 9 AND 17, CHAPTER 855, OREGON LAWS 2009. THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY THAT THE UNIT OF LAND BEING TRANSFERRED 1S A LAWFULLY ESTABLISHED LOT OR PARCEL, AS DEFINED IN ORS 92.010 OR 215.010, TO VERIFY THE APPROVED USES OF THE LOT OR PARCEL, TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES, AS DEFINED IN ORS 30.930 AND TO INQUIRE ABOUT THE RIGHTS OF NEIGHBORING PROPERTY OWNERS, IF ANY, UNDER ORS 195.300, 195.301 AND 195.305 TO 195.336 AND SECTIONS 5 TO 11, OF CHAPTER 424, OREGON LAWS 2007, AND SECTIONS 2 TO 9 AND 17, CHAPTER 855, OREGON LAWS 2009, AND SECTIONS 2 TO 7, CHAPTER 8, OREGON LAWS 2010. [REMAINDER OF PAGE INTENTIONALLY LEFT BLANK] Dated this (P day of 1 ' fes, , 2017. GOP -GATEWAY MALL L.L.C., a Delaware limited liability company By: r Name: . Harper Title: Chief Executive Officer State of NEW YORK, County of fENYeRK) as. This instrument was acknowledged before me on this ) qday of AA -4C0 2017 by GGP- GATEWAY MALL L.L.C., a Delaware limited liabil]Ty company, by Brian L. Harper, its Chief Executive Officer, who acknowledged that he did sign the foregoing instrument and that the same is the free act and deed of said company and his free act and deed personally and as such Chief Executive Officer. NICNOtASP.WILIIAMS Notary Publle.9e%ct New Yank Na OlMSattwao Notary Public for gn& erre WaN'iedln Naw Yafkrbmar My Commission Expires .25.18 Commled, E*MJuly 25, 2MS [Gateway Special Wamanty Deed] EXHIBIT A LEGAL DESCRIPTION PARCELI Beginning at a point on the East line of Interstate Five, said point being 600.0 feet North 04° 40' 04" East from the Northwest comer of that certain tract of land described in amendment to contract between Anna Boyd Davis Reed, seller and Staff Jennings, Inc, buyer, said amendment being recorded July 20, 1971, Reel 541, Reception No. 55588, Official Records of Lane County, Oregon, and said beginning point being more particularly described as being 125.69 feet North 000 04' West and 564.27 feet South 68° 40' West and 619.49 feet West and 600.0 feet North 040 40' 04" East from the Southwest comer of the W. M. Stevens Donation Land Claim No. 46, Section 22, Township 17 South, Range 03 West of the Willamette Meridian, Lane County, Oregon, running thence North 040 40' 04" East along the East line of Interstate 5 a distance of 1360.7 feet to the Southwest corner of that, certain tract of land conveyed in Tract II to Calef Properties by Deed recorded November 4, 1971. Reception No. 71503, Official Records of Lane County, Oregon; thence South 890 50' East 983.66 feet to a point on the West line of Stevens Donation Land Claim, thence North 00° 04' West along the West line of said Stevens Donation Land Claim 278.19 feet; thence North 890 45' 20" East 287.16 feet to a point on the Westerly line of Gateway Street; thence South 040 55' 44" West along the West line of Gateway Street 1064.03 feet; thence along the West line of Gateway Street on the an, of a 2904.79 foot radius curve left (the long chord of which bears South 020 28' 36" West 248.63 feet) a distance of 248.70 feet; thence leaving the West line of said Gateway Street South 680 40' West 889.63 feet; thence West 450.0 feet to the Place of Beginning. PARCEL D Beginning at a point on the North line of that certain tract of land described in amendment to contract between Anna Boyd Davis Reed, seller and Stan' Jennings, Inc., buyer. said amendment being recorded July 20, 1971, Reel 541, Reception No. 55588, Official Records of Lane County, Oregon; said point being on the West line of the W. M. Stevens Donation Land Claim No. 46, Section 22, Township 17 South, Range 03 West of the Willamette Meridian, Lane County, Oregon 125.69 feet North 000 04' West from the Southwest comer of said Stevens Donation Land Claim; running thence South 680 40' West 564.27 feet; thence West 619.49 feet to a point on the East line of Interstate Five; thence North 00° 40' 04" East along the East line of Interstate Five a distance of 600.0 feet; thence East 450.0 feet; thence North 680 40' East 889.63 feet to the West line of Gateway Street; thence Southerly along the Westerly line of Gateway Street to a point marking the Northeast corner of the above mentioned Staff Jennings, Inc., tract, thence South 680 40' West 267.08 feet to the Place of Beginning. PARCELIII A parcel of land in Section 22, Township 17 South, Range 3 West of the Willamette Meridian, in the City of Springfield, described as follows: - - -- Beginning at a point on the West line of the William Stevens Donation Land Claim No. 46, Township 17 South, Range 3 West of the Willamette Meridian, 1498.38 feet South 00 04' East from the Nortbwest comer of said Donation Land Claim No. 46; tbence South 0° 04' East 211.69 feet along said West line; thence South 890 49' 20" West 834.94 feet to a point on the Easterly right of way line of Interstate 5; thence South 4° 40' West 1422.55 feet along said Easterly right of way line of Interstate 5 to the true point of beginning; thence continuing South 40 40' West 378.96 feet along said right of way line; thence South 890 50' East 983.66 feet to a point on the West line of said Donation Land Claim No. 46, North 00 04' West, 1870.77 feet from the Southwest comer of said Donation Land Claim No. 46; thence North 00 04' West 278.19 feet along said West line; thence North 89° 45' 20" East 287.16 feet to a point on the Westerly right of way line of Gateway Street; thence North 40 56' East 106.83 feet along the Westerly right of way line of Gateway Street to a point which bears North 890 45' 20" East from the True Point of Beginning; thence South 89° 45' 20" West 1248.92 feet to the True Point of Beginning, in Lane County, Oregon. PARCELIV Beginning at a point being North 0° 04' 00" West 125.69 feet and South 680 40' 00" West 369.59 feet from the Southwest comer of the W. M. Stevens Donation Land Claim No. 46, in Section 22, Township 17 South, Range 3 West of the Willamette Meridian; said point being on the Westerly margin of Beverly Street, thence along said margin South 21° 20' 00" East 291.02 feet to the Northerly margin of Harlow Road; thence leaving said Westerly margin along the Northerly margin, along the are of a 2819.79 foot -radius curve to the right (the chord of which curve bears South 730 17' 16" West 296.53 feet) a distance of 296.67 feet; thence continuing along said margin South 760 25' 34" West 73.40 feet; thence continuing along said margin South 89° 22' 51" West 576.88 feet to the Easterly margin of Interstate 5; thence leaving said Northerly margin along the Easterly margin North 40 41' 18" East 310.02 feet; to the Southwest comer of that certain parcel conveyed to Gateway Mall Limited Partnership, a South Dakota Partnership by instrument recorded under Reception No. 88-1.2552 Official Records, Lane County, Oregon; thence leaving said Easterly margin East along the south line of aforesaid Gateway Mall Limited Partnership property. EXCEPT THEREFROM that portion conveyed to Dayton Hudson Corporation, a Minnesota corporation, by deed recorded March 13, 1990, Recorder's Reception No. 90-11882, Lane County Oregon Official Records, described as follows: Beginning at a point being North 559.08 feet and West 883.78 feet from the Southwest corner of the W. M. Stevens Donation Land Claim No. 46, in Section 22, Township 17 South, Range 3 West of the Willamette Meridian; thence South 85 degrees 20' 00" East 192.50 feet; thence South 4 degrees 40' 00" West 146.92 feet; thence South 85 degrees 20' 00" East 178.76 feet; thence North 4 degrees 40' 00" East 4.85 feet; thence South 85 degrees 20' 00" Fast 35.78 feet; thence North 34 degrees 39' 03" East 84.36 feet; thence South 85 degrees 20' 00" East 429.71 feet; thence South 4 degrees 21'29" East 65.26 feet; thence along the are of a 228.00 foot radius curve to the right (the chord of which curve bears South 32 degrees 09' 15" West 271.32 feet) a distance of 290.59 feet; thence South 68 degrees 40' 00" West 166.75 feet; thence South 21 degrees 20' 00" East 54.00 feet; thence South 68 degrees 40' 00" West 60.00 feet; thence North 21 degrees 20' 00" West 54.00 feet; thence South 68 degrees 40' 00" West 217.49 feet; thence West 365.85 feet; thence North 4 degrees 40'00" East 598.65 feet to the point of beginning, in Land County, Oregon. ALSO EXCEPTING THEREFROM that portion described in General Judgment recorded April 6, 2007, Reception No. 2007-022874, Official Records of Lane County, Oregon. ALSO EXCEPT TBEREFROM that portion conveyed to City of Springfield for public road by Bargain and Sale Deed recorded October 9, 2008, Document No. 2008-056324, Lane County Records. ALSO EXCEPTING TFIEREFROM that portion described in Bargain and Sale Deed recorded March 8, 1990, Reception No. 90-11194, Official Records of Lane County, Oregon. (Tax Lot Numbers 17-03-22-00-02109, 17-03-22-00-02200, 17-03-22-00-02218, 17-03-22-00- 02219, 17-03-22-00-02300 and 17-03-22-00-02305) TBE ABOVE DESCRIBED LAND ALSO BEING KNOWN AS (without representation or warranty as to the accuracy of the description set forth below): Beginning at a point 'forth 00 degrees 04' 00" West a distance of 125.69 feet from the Southwest comer of the W.M. Stevens Donation Land Claim No. 46, in Section 22, Township 17 South, Range 3 West, Willamette Meridian; thence South 68 degrees 40'00" West a distance of 369.62 feet to the Westerly right -of --way of Beverly Street; thence South 21 degrees 20' 00" East along said Westerly right-of-way a distance of 291.02 feet to the Northerly right-of-way of Harlow Road; thence along the Northerly right-of-way of Harlow Road along the arc of a 2819.79 foot radius curve right (the chord of which beam South 73 degrees 19' 13" West a distance of 296.53 feet) a distance of 296.67 feet; thence continuing along said Northerly right-of-way, South 76 degrees 25' 57" West a distance of 73.46 feet; thence continuing along said Northerly right-of-way South 89 degrees 22' S1" West a distance of 576.60 feet to the Easterly rigbt-of-way of Interstate 5; thence North 04 degrees 41' 34" East along said Easterly right-of-way a distance of 2647.83 feet to the Southwest comer of that parcel described on Reel 1139, Reception No. 81 24247; thence leaving said Easterly right-of-way North 89 degrees 46' 54" East along the South line and extension thereof of said parcel, a distance of 1249.20 feet to the Westerly right-of-way of Gateway Street; thence along said Westerly right-of-way the following courses and distances: along the arc of a 53.0 foot radius curve right (the chord of which bears South 15 degrees 55' 15" West a distance of 20.14 feet) a distance of 20.27 feet; thence along the arc of a 127.0 foot radius curve left (the chord of which bears South 15 degrees 55' 15" West a distance of 48.27 feet) a distance of 48.56 feet; thence South 04 degrees 57' 57" West a distance of 148.74 feet; thence South 26 degrees 54' 23" West a distance of 32.12 feet; thence South 04 degrees 57' 57" West a distance of 85.15 feet; thence South 27 degrees 39' 44" East a distance of 4637 feet; thence South 04 degrees 57' 57" West a distance of 800.07 feet to the point of curvature of a 2904.93 foot radius curve left; thence along the are of said curve (the chord of which beam South 02 degrees 46' 21" West a distance of 222.48 feet) a distance of 222.53 feet; thence along the arc of a 53.0 foot radius curve right (the chord of which bears South 11 degrees 12' 04" West a distance of 19.54 feet) a distance of 19.66 feet; thence along the arc of a 127.0 foot radius curve left (the chord of which bears South 10 degrees 31' 53" West a distance of 49.75 feet) a distance of 50.07 feet; thence along the an of a 2917.93 foot radius curve left (the chord of which bears South 02 degrees 31' 23" East a distance of 179.44 feet) a distance of 179.46 feet; thence South 17 degrees 30' 11" West a distance of 31.92 feet; thence South 05 degrees 43' 11" East a distance of 87.27 feet; thence South 39 degrees 45` 43" East a distance - -- - of 46.13 feet; thence along the arc of a 2904.93 foot radius curve left (the chord of which bears South 09 degrees 46' 48" East a distance of 248.05 feet) a distance of 248.12 feet; thence leaving the Westerly right-of-way of Gateway Street, South 68 degrees 40'00" West a distance of 267.40 feet to the Point of Beginning, all in Lane County, Oregon. EXCEPT THEREFROM that portion conveyed to Dayton Hudson Corporation, a Minnesota corporation, by deed recorded March 13, 1990, Recorder's Reception No. 90-11882, Lane County Oregon Official Records, described as follows: Beginning at a point being North 559.08 feet and West 883.78 feet from the Southwest comer of the W. M. Stevens Donation Land Claim No. 46, in Section 22, Township 17 South, Range 3 West of the Willamette Meridian; thence South 85 degrees 20' 00" East 192.50 feet; thence South 4 degrees 40' 00" West 146.92 feet; thence South 85 degrees 20' 00" East 178.76 feet; thence North 4 degrees 40' 00" East 4.85 feet; thence South 85 degrees 20' 00" East 35.78 feet; thence North 34 degrees 39' 03" East 84.36 feet; thence South 85 degrees 20'00" East 429.71 feet; thence South 4 degrees 21' 29" East 65.26 feet; thence along the are of a 228.00 foot radius curve to the right (the chord of which curve bears South 32 degrees 09' 15" West 271.32 feet) a distance of 290.59 feet; thence South 68 degrees 40' 00" West 166.75 feet; thence South 21 degrees 20' 00" East 54.00 feet; thence South 68 degrees 40' 00" West 60.00 feet; thence North 21 degrees 20' 00" West 54.00 feet; thence South 68 degrees 40' 00" West 217.49 feet; thence West 365.85 feet; thence North 4 degrees 40' 00" East 598.65 feet to the point of beginning, in Lane County, Oregon. ALSO EXCEPTING THEREFROM that portion described in General Judgment recorded April 6, 2007, Reception No. 2007-022874, Official Records of Lane County, Oregon. ALSO EXCEPT THEREFROM that portion conveyed to City of Springfield for public road by Bargain and Sale Deed recorded October 9, 2008, Document No. 2008-056324, Lane County Records. ALSO EXCEPTING THEREFROM that portion" described in Bargain and Sale Deed recorded March 8, 1990, Reception No. 90-11194, Official Records of Lane County, Oregon. (Tax Lot Numbers 17-03-22-00-02109, 17-03-22-00-02200, 17-03-22-00-02218, 17-03-22-00- 02219,17-03-22-00-02300 and 17-03-22-00-02305) PARCEL V: Together with those rights and easements constituting rights in real property created defined and limited by that certain Construction, Operation and Reciprocal Easement Agreement by and between Gateway Mall Limited Partnership, a South Dakota limited partnership (Developer) and Dayton Hudson Corporation, a Minnesota corporation (Target), including the terms and provisions thereof, dated March 13, 1990, recorded March 13, 1990 under Recorder's Reception No. 90-11883, in the Official Records of Lane County, Oregon and as amended by instruments recorded June 13, 2003, Document No. 2003-053669, recorded October 29, 2013, Document No. 2013-056807 and recorded June 10, 2014, Document No. 2014-021249. EXHIBIT B EXCEPTIONS 1. Any lien, or right to lien, for services, labor or material hereafter furnished, imposed by law and not shown by the public records. 2. Utility Easement created by Instrument, including the terms and provisions thereof, Recorded: June 23, 1926 Volume 148, Page 569, Lane County Records In favor of: Mountain States Power Company (now Pacific Power & Light Company) For: electric transmission lines and/or electric distribution system 3. Utility easement created by instrument, Including the terms and provisions thereof, Recorded: June 23, 1926 Volume 148, Page 571, Lane County Records In favor of: Mountain States Power Company (now Pacific Power & Light Company) For: electric transmission lines and/or electric distribution system 4. Easement for canal contained in Water Contract between Eugene -Springfield Land and Water Company and Ira H. Calef, at al, including the terms and provisions thereof, Recorded: November 4, 1936 Volume 189, Page 24, Lane County Records The above easement was assigned by numerous documents, the last of which was Quitclaim Deed, Recorded: February 22, 1989 Document No.: 89-08203, Lane County Records To: Gateway Mall Limited Partnership 5. An easement created by Instrument, Including the terms and provisions thereof, Recorded: October 16, 1946 Document No.: 24684, Lane County Records Book 333, Page 637, Lane County Records In favor of: Mountain States Power Company 6. Access Restrictions to Interstate 5 (Pacific Highway) as disclosed by deed from Anna Boyd Davis Reed, at vir, to the State of Oregon, by and through its State Highway Commission, including the terms and provisions thereof, Recorded: June 28, 1957 Document No.: 16055, Lane County Records 7. Relinquishment of Access Rights to Interstate 5 (Pacific Highway) contained in deed from Hazel Calef, a widow, to the State of Oregon, by and through its State Highway Commission, Including the terms and provisions thereof, Recorded: May 15, 1958 Document No.: 38851, Lane County Records 8. Utility easement created by instrument, including the terms and provisions thereof, Recorded: October 30, 1959 Document No.: 82151, Lane County Records In favor of: City of Eugene For: electric power, telephone and telegraph equipment, lines and poles As and to the extent shown on Survey dated December 5, 2016, last modified February 28, 2017, by Duryea & Associates, P.S., Job No. 15-2022 (the "Survey"). 9. Utility easement created by instrument, Including the terms and provisions thereof, Recorded: November 3, 1959 Document No.: 82428, Lane County Records In favor of: City of Eugene For: electric power, telephone and telegraph equipment, lines and poles As and to the extent shown on the Survey. 10. Utility easement created by instrument, including the terms and provisions thereof, Recorded: February 21, 1962 Document No.: 60269, Lane County Records In favor of: Pacific Power & Light Company _ For: electric transmission and distribution lines As and to the extent shown on the Survey. 11. Utility easement created by instrument, including the terms and provisions thereof, Recorded: February 21, 1962 Document No.: 60270, Lane County Records In favor of: Pacific Power & Light Company For: electric transmission and distribution lines As and to the extent shown on the Survey. 12. Unrecorded floodway easement as disclosed by Instrument recorded between the McKenzie Water Control District, grantor, and Pacific Power & Light Company, grantee, Including the terms and provisions thereof, Recorded: May 21, 1962 Document No.: 70248, Lane County Records As and to the extent shown on the Survey. 13. Intentionally Omitted 14. An easement created by Instrument, including the terms and provisions thereof, Recorded: September 24, 1976 Document No.: 76-50098, Lane County Records In favor of: City of Springfield For: sanitary sewer As and to the extent shown on the Survey. 15. An easement created by instrument, Including the terms and provisions thereof, Recorded: September 24, 1976 Document No.: 76-50099, lane County Records In favor of: City of Springfield For: sanitary sewer As and to the extent shown on the Survey. 16. Utility easement created by instrument, including the terms and provisions thereof, Recorded: - February 8, 1980 Document No.: 80-07062, Lane County Records In favor of: City of Springfield As and to the extent shown on the Survey. 17. Disposition and Development Agreement with the City of Springfeid, including the terms and provisions thereof, Recorded: October 21, 1988 Document No.: 88-44251, Lane County Records Amended by instrument, Recorded: February 11, 1998 Document No.: 98-09140, Lane County Records (Excluding all payment obligations contained therein, Including without limitation Sections 8 and 22 of the original agreement and Section 4 of the 1998 amendment) I& A permit and easement created by instrument, including the terms and provisions thereof, Recorded: September 28, 1989 Document No.: 89-43900, Lane County Records In favor of: City of Eugene For: underground electric utility line As and to the extent shown on the Survey. 19. An easement created by Instrument, including the terms and provisions thereof, Recorded: February 23, 1990 Document No.: 90-08986, Lane County Records In favor of: Rainbow Water and Fire District As and to the extent shown on the Survey. 20. An easement created by instrument, including the terms and provisions thereof, Recorded: March 8, 1990 Document No.: 90-11195, Lane County Records In favor of: City of Springfield As and to the extent shown on the Survey. 21. Construction, Operation and Reciprocal Easement by and between Gateway Mall Unnited Partnership and Dayton Hudson Corporation, Including the terms and provisions thereof, Recorded: March 13, 1990 Document No.: 90-11883, Lane County Records (Parcel II) - .. ... - First Amendment to Construction, Operation and Reciprocal Easement Agreement, Including the terms and provisions thereof, Recorded: June 13, 2003 Document No.: 2003-053669, Lane County Records Second Amendment to Construction, Operation and Reciprocal Easement Agreement, including the terms and provisions thereof, Recorded: October 29, 2013 Document No.: 2013-056807 Third Amendment to Construction, Operation and Reciprocal Easement Agreement, including the terms and provisions thereof, Recorded: lune 10, 2014 Document No.: 2014-021249, Lane County Records 22 Terms, provisions and conditions of easement, as contained in that certain Agreement dated March 13, 1990, by and between Gateway Mall Limited Partnership and Dayton Hudson Corporation, as disclosed by Memorandum, Recorded: March 13, 1990 Document No.: 90-11884, Lane County Records - - - 23. Unrecorded lease, including the terms and provisions thereof, and such other matters, Interest, or exceptions as may appear necessary upon examination of the original lease, Lessor: Gateway Mall Limited Partnership, a South Dakota Limited Partnership Lessee: Sears, Roebuck and Co., a New York corporation A memorandum of which was, Dated: March 2, 1990 Recorded: April 9, 1990 Document No.: 90-16157, Lane County Records (containing no purchase options, rights of first refusal or rights of first offer) 24. Lease, including the terms and provisions thereof, a memorandum of which was, Dated: February 28, 1995 Recorded: April 11, 1995 Document No.: 95-19998, Lane County Records Between: Gateway Mall Partners, a South Dakota general partnership, Lessor and United Merchandising Corp., a California corporation, Lessee (containing no purchase options, rights of first refusal or rights of first offer) 25. An easement created by Instrument, including the terms and provisions thereof, Recorded: June 18, 1996 Document No.: 96-40795, Lane County Records In favor of: City of Springfield For: underground electric distribution line As and to the extent shown on the Survey. 26. City of Springfield Improvement Agreement and Application for Sewer Hookup, Including the terms and provisions thereof, Recorded: June 20, 1996 Document No.: 96-41612, Lane County Records 27. An easement created by Instrument, Including the terms and provisions thereof, Recorded: October 30, 1996 Document No.: 96-73241, Lane County Records In favor of: City of Springfield For: underground electric distribution line As and to the extent shown on the Survey. 28. An easement created by Instrument, including the terms and provisions thereof, Recorded: September 26, 1997 Document No.: 97-65399, Lane County Records In favor of: City of Springfield For: public utilities As and to the extent shown on the Survey. -— --- 29. Lease, including the terms and provisions thereof, a memorandum of which was, Dated: August 20, 1999 Recorded: September 7, 1999 Document No.: 99-077472, Lane County Records Between: Gateway Mall Partners, a South Dakota For: general partnership, Lessor, and Cinemark USA, Inc., a Texas corporation, Lessee (containing no purchase options, rights of first refusal or rights of first offer) 30. An easement created by instrument, including the terms and provisions thereof, Recorded: November 16, 2001 Document No.: 2001-076670, Lane County Records In favor of: City of Springfield, acting by and through its Springfield Utility Board For: underground electric distribution line As and to the extent shown on the Survey. 31. Unrecorded lease, including the terms and provisions thereof, Dated: April 17, 2001 Lessor: GGP-Gateway Mall, LLC, a Delaware limited liability company Lessee: RCI Realty, LLC, a Georgia limited liability company Disclosed by: Memorandum of Lease Recorded: March 1, 2002 Document No.:. 2002-016301, Lane County Records .. Assignment of Rights in Lease, including the terms and provisions thereof, Dated: October 11, 2002 Recorded: October 30, 2002 Document No.: 2002-084778, Lane County Records Memorandum of Assignment of Lease, including the terms and provisions thereof, Dated: October 11, 2012 Recorded: October 16, 2012 Document No.: 2012-053095, Lane County Records To: Apple Oregon LLC, a Delaware limited liability company (containing no purchase options, rights of first refusal or rights of first offer) 32. An easement created by instrument, including the terms and provisions thereof, Recorded: lune 4, 2002 Document No.: 2002-042936, Lane County Records In favor of: City of Springfield, acting by and through Its Springfield Utility Board For: electric distribution and telecommunication lines As and to the extent shown -on the Survey. - "•-•- '-' ' --`- 33. unrecorded lease, including the terns and provisions thereof, Dated: September 14, 1998 Lessor: GGP-Gateway Mall, L.L.C. formerly known as Gateway Mall Partners, a South Dakota general partnership Lessee: OCB Restaurant Co., a Minnesota corporation, as successor by merger to OCB Realty, Co. Disclosed by: Memorandum of Lease Recorded: June 13, 2003 Document No.: 2003-053841, Lane County Records The lessee's interest in the above lease was assigned by Assignment of Lease, including the terms and provisions thereof, Dated: June 6, 2003 Recorded: June 13, 2003 Document No.: 2003-053842, Lane County Records From: OCB Restaurant Co., a Minnesota corporation, as successor by merger to OCB Realty Co. To: ORGS, LLC, a Delaware limited liability company (containing no purchase options, rights of first refusal or rights of first offer) Grant Deed (Improvements), including the terms and provisions thereof, Recorded: June 13, 2003 Document No.: 2003-053843, Lane County Records (affects only improvements owned by ORGS, LLC) 34. Memorandum of Affiliate Sublease, including the terms and provisions thereof, ... Dated: June 6, 2003 Recorded: June 13, 2003 Document No.: 2003-053847, Lane County Records Sublessor: ORGS, LLC, a Delaware limited liability company Sublessee: ORG Properties, LLC, a Delaware limited liability company (containing no purchase options, rights of first refusal or rights of first offer) 35. Memorandum of Lease, Including the terms and provisions thereof, Dated: lune 6, 2003 Recorded: June 13, 2003 Document No.: 2003-053850, Lane County Records Lessor: ORG Properties, LLC, a Delaware limited liability company Lessee: O.R.G. Restaurants, LLC, a California limited liability company (containing no purchase options, rights of first refusal or rights of first offer) 36. Memorandum of Lease, including the terms and provisions thereof, Dated: August 15, 2005 Recorded: November 15, 2005 Document No.: 2005-090944, Lane County Records Lessor: GGP-Gateway Mall, L.L.C., a Delaware limited liability company Lessee: Kohl's Department Stores, Inc., a Delaware corporation (containing no purchase options, rights of first refusal or rights of first offer) 37. Terms, provisions and conditions of easement, including but not limited to maintenance provisions contained in General Judgment Filed: March 27, 2007 Circuit Court Case No.: 16 06 00281 Recorded: April 6, 2007 Document No.: 2007-022874, Lane County Records For: bicycle/pedestrian facility As and to the extent shown on the Survey. 38. Landlord Agreement, including the terms and provisions thereof, Recorded: December 26, 2012 Document No.: 2012-066081, Lane County Records Between: Apple Oregon LLC, a Delaware limited Lessor: liability company, as successor In interest to the tenant named therein And: GGP-Gateway Mall L.L.C., a Delaware limited liability company 39. Memorandum of Lease, including the terms and provisions thereof, Dated: December 5, 2012 Recorded: December 27, 2012 Document No.: 2012-066273, Lane County Records Lessor: GGP-Gateway Mall L.L.C., a Delaware limited liability company Lessee: Wal-Mart Stores, Inc., a Delaware corporation (containing no purchase options, rights of first refusal or rights of first offer) 40. Memorandum of Lease, including the terms and provisions thereof, Dated: May 6, 2013 Recorded: May 17, 2013 Document No.: 2013-026684, Lane County Records Lessor: Gateway Mall L.L.C., a Delaware limited liability company Lessee: Wingmen V, LLC, a Washington limited liability company (containing no purchase options, rights of first refusal or rights of first offer) 41. Notice of Operations and Maintenance Agreement, Private Stormwater Management and Treatment System, including the terms and provisions thereof, Dated: February 25, 2014 Recorded: February 26, 2014 Document No.: 2014-006757, Lane County Records 42 Memorandum of Lease, including the terms and provisions thereof, original lease Dated: March 31, 2014 Recorded: May 5, 2014 Document No.: 2014-016278, Lane County Records Lessor: GGP-Gateway Mall, LLC, a Delaware limited liability company Lessee: Hobby Lobby Stores, Inc., an Oklahoma corporation (containing no purchase options, rights of first refusal or rights of first offer) 43. Memorandum of Lease, including the terms and provisions thereof, Dated: February 10, 2015 Recorded: February 24, 2015 Document No.: 2015-007001, Lane County Records Lessor: GGP-Gateway Mall L.L.C., a Delaware limited liability company Lessee: Ulta Salon, Cosmetics & Fragrance, corporation (containing Inc., a Delaware corporation (containing no purchase options, rights of first refusal or rights of first offer) 44. Memorandum of Lease, including the terms and provisions thereof, Dated: December 15, 2014 Recorded: March 13, 2015 Document No.: 2015-009799, Lane County Records Lessor: GGP-Gateway Mall, L.L.C., a Delaware limited liability company Lessee: Ross Dress for Less, Inc., a Virginia corporation (containing no purchase options, rights of first refusal or rights of first offer) 45. Encroachment of improvements into easement for underground waterline and appurtenances, recorded February 23, 1990, Document No. 90- 08986, Lane County Records and into easement for utilities, recorded June 18, 1996, Document No. 96-40795, as shown on the Survey. 46. Rights of the following parties in possession as tenants or licensees only, under unrecorded leases or licenses, with no rights of first refusal, or options or rights to purchase any portion of the property: KOHL'S DEPARTMENT STORES INC. SEARS TARGET ASHLEY HOME FURNISHINGS CABELA'S HOBBY LOBBY HOMETOWN BUFFET INTERNATIONAL FITNESS MARSHALLS PETCO SUPPLIES & FISH ROSS DRESS FOR LESS CINEMARK APPLEBEE'S ASPEN DENTAL BIG 5 SPORTING GOODS BUFFALO WILD WINGS GRILL & BAR CARL'S JR. CHIPOTLE FIREHOUSE SUBS MENCHIE'S NOODLES & COMPANY ORIGINAL ROADHOUSE GRILL PANERA BREAD SLEEP TRAIN T-MOBILE WAL-MART DIAMOND WIRELESS GAMESTOP HARRY RITCHIE JEWELERS KAY JEWELERS MAURICES NAILS NOW NAILS UNCORKED OREGON SPORTS PAYLESS SHOESOURCE RACK ROOM SHOES STATE OF OREGON-MILITARY DEPARTMENT ULTA US ARMY/NAW RECRUITING CARDTRONICS Al EYEBROW BY THREADING CRAFTERS ALLEY FRESH AND NATURAL INDULGE ANTIQUES NORTHWEST BEDS OREGON SPORTS SOUTHERLAND INSURANCE GROUP TALK TIME BITCOINNW KIDDIE CONCEPTS MINI MELTS CTM IELSALAIS INDUSTRIES BLUEGREEN VACATIONS _ INNOVATIVE VENDING SOLUTIONS Lane County Clerk 2017-037745 Lane County Deeds &Records 08/01/2017 09:48:47 AM RPR -DEED Cnt=l Stn=O CASHIER 01 1 8pages $152.00 $10.00 $2 1.00 $20.00 $90.00 $11.00 RE-RECORDING COVER SHEET eg- a After recording return to. Paul Hastings LLP 71 South Wacker Drive Suite 4500 Chicago, Illinois 60606 Attn: Gregory Spitzer, Esq. All tax statements should be sent to: No change 1. Document Title -- by ORS 205.234(a): Special Warranty Deed 2. Grantor/Direct Party — by ORS 205.125(1)(b) and ORS 205.160: GGP-GATEWAY MALL L.L.C., a Delaware limited liability company 3. Grantee/Indirect Party — by ORS 2050)(a) and ORS 205.160:BRFI GATEWAY, LLC, a Delaware limited liability company This document is being re-recorded at the request of First American Title Company to correct the legal description. Previously recorded as 2017-011362.. Attachment(s) evidencing correction: A new "Exhibit A" reflecting the correct legal description is attached hereto. 2-,,) ; 8Z `tom a � � ft 'r recordin v return to Paul. Hasungs -LLP '11 South WacktrDrIve Suite, 41500 ,h lca. ro, 11-11no's 60606 TTN: Crrcgc-)r-,Nl Spltze_-, E -sq - Until a change is roquested all tax statements shall be sent to the folJovving addrms,: R.F1 atc�wa�. LLC 116 JI pan Vicente, Bou) ev and sui 900 Los ,un g W les_ Calif rrila 9;0049 Lane County Clerk Lane County Deeds & Records 2017-01 1362 03/07/2017 01.14 -.10 PM RPR -DEED CM -1 Stn=O CA5HIER 02. 17paCges 00 S21,M $85..00 s10,0G 5 11, 00 � . The true consideration for this conveyance is 07 500, 00.000 GP -GA T E WA '�" MALL L.L.C., a Delaware and specially, warrants to BRF. GATEWAY.jW. the +_011owin0 descried real s elf if -a i v set ' -h berelu limited LLC: properTy tree 11ability compare-, ("Grantor"), of hens and encumbranra s, exccpt as conveNISft r i LEGS DESCRIPTION: Reel property in the Counry of Lane- State of OreR.om described as See Exhi bil "A"" attached hPreto and made a part hereof. Special Warranty Deed- continued Prop. ID; 17-03-22-00-02109, 17-03-22-00-022005 17-03-22-00-0221 S, 17-03-22-00-02219, 17- 03-22-00-02300 and 17-03-22-00-02305 Provided, however, that the real property described above is conveyed subject to, and there are excepted from the special warranty covenants of Grantor, any and all reservations, restrictions, easements, conditions, encumbrances, and other matters of title and/or of survey set forth on Exhibit "B" attached hereto and made a part hereof. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERIUNG FEE TITLE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS 195.3001 195.301 AND 195.305 TO 195.336 AND SECTIONS 5 TO 11a OF CHAPTER 424, OREGON LAWS 2007, AND SECTIONS 2 TO 9 AND 17, CHAPTER. 8 5 5 , OREGON LAWS 2009. THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY THAT THE UNIT OF LAND BEING TRANSFERRED IS A LAWFULLY ESTABLISHED LOT OR PARCEL, AS DEFINED IN ORS 92.010 OR 215.010. TO VERIFY THE APPROVED USES OF THE LOT OR PARCEL, TO DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES, AS DEFINED IN ORS 30.930 AND TO INQUIRE ABOUT THE RIGHTS OF NEIGHBORING PROPERTY OWNERS, IF ANY, UNDER ORS 195.300, 195.301 AND 195.305 TO 195.336 AND SECTIONS 5 TO I I, OF CHAPTER 424, OREGON LAWS 2007, AND SECTIONS 2 TO 9 AND 17, CHAPTER 855, OREGON LAWS 2009, AND SECTIONS 2 TO 7, CHAPTER 81, OREGON LAWS 2010. [REMAINDER OF PAGE INTENTIONALLY LEFT BLANK] Dated this (0 day of ��'�" � , 2017. GGP-GATEWAY MALL L.L.C., a Delaware limited liability company By: Name State of K�EW `'�02iC, County of 00W**%(0tZK) ss. This instrument was acknowledged before me on this r . Harper Title: Chief Executive Officer Si-lAAr&4 - day of , 2 � 17 by GGP GATEWAY MALL L.L.C., a Delaware limited liability company, by Brian L. Harper, its Chief Executive Officer, who acknowledged that he did sign the foregoing instrument and that the same is the free act and deed of said company and his free act and deed personally and as such Chief Executive Officer. NICHOLAS Ps WI WAMS Notary PubII% We Of New YOrk No. 01116313 Qualffied in New York CeuntY Comm 'n Expim July 26,201 P Notary Public for 1Jew yerk My Commission Expires 1, 2.5. lSd [Gateway special Warranty Deed] EXHIBIT A LEGAL DESCRIPTION PARCEL I Beginning at a point on the East line of Interstate Five, said point being 600.0 feet North 04° 40' 04" East from the Northwest corner of that certain tract of land described in amendment to contract between Anna Boyd Davis Reed, seller and Staff Jennings, Inc., buyer, said amendment being recorded July 20, 1971, Reel 541, Reception No. 55588, official Records of Lane County, Oregon, and said beginning point being more particularly described as being 125.69 feet North 00° 04' West and 564.27 feet South 68° 40' West and 619.49 feet West and 600.0 feet North 04° 40' 04" East from the Southwest corner of the W. M. Stevens Donation Land Claim No. 46, Section 22, Township 17 South, Range 03 West of the Willamette Meridian, Lane County, Oregon, running thence North 04' 40' 04" East along the East line of Interstate 5 a distance of 1360.7 feet to the Southwest corner of that, certain tract of land conveyed in Tract II to Calef Properties by Deed recorded November 4, 1971, Reception No. 71503, Official Records of Lane County, Oregon; thence South 89° 50' East 983.66 feet to a point on the West line of Stevens Donation Land Claim, thence North 00° 04' west along the west line of said Stevens Donation Land Claim 278.19 feet; thence North 89' 45' 20" East 287.16 feet to a point on the Westerly line of Gateway Street; thence South 04° 55' 44" West along the West line of Gateway Street 1064.03 feet; thence along the West line of Gateway Street on the arc of a 2904.79 foot radius curve left (the long chord of which bears South 02° 28'36" West 248.63 feet) a distance of 248.70 feet; thence leaving the West line of said Gateway Street South 68° 40' West 889.63 feet; thence West 450.0 feet to the Place of Beginning. PARCEL II Beginning at a point on the North line of that certain tract of land described in amendment to contract between Anna Boyd Davis Reed, seller and Staff Jennings, Inc., buyer, said amendment being recorded July 20, 1971, Reel 541, Reception No. 55588, Official Records of Lane County, Oregon; said point being on the west line of the W. M. Stevens Donation Land Claim No. 46, Section 22, Township 17 South, Range 03 West of the Willamette Meridian, Lane County, Oregon 125.69 feet North 00° 04' West from the Southwest corner of said Stevens Donation Land Claim; running thence South 68° 40' west 564.27 feet; thence west 619.49 feet to a point on the East line of Interstate Five; thence North , 00° 40' 04" East along the East line of Interstate Five a distance of 600.0 feet; thence East 450.0 feet; thence North 68° 40' East 889.63 feet to the West line of Gateway Street; thence Southerly along the Westerly line of Gateway Street to a point marling the Northeast corner of the above mentioned Staff Jennings, Inc., tract, thence South 68° 40' West 267.08 feet to the Place of Beginning. PARCEL III A parcel of land in Section 22, Township 17 South, Range 3 west of the Willamette Meridian, in the City of Springfield, described as follows: Beginning at a point on the West line of the William Stevens Donation Land Claim No. 46, Township 17 South, Range 3 West of the Willamette Meridian, 1498.3 8 feet South 0° 04' East from the Northwest corner of said Donation Land Claim No. 46; thence South 0° 04' East 211.69 feet along said West line; thence South 89° 49' 20" West 834.94 feet to a point on the Easterly right of way line of Interstate 5; thence South 4° 40' West 1422 . .55 feet along said Easterly right of way line of Interstate 5 to the true point of beginning; thence continuing South 4° 40' West 378.96 feet along said right of way line; thence South 89° 50' East 983.66 feet to a point on the West line of said Donation Land Claim No. 46, North 0° 04' West, 1870.77 feet from the Southwest corner of said Donation Land Claim No. 46; thence North 0° 04' West 278.19 feet along said West line; thence North 89° 45' 20" East 287.16 feet to a point on the Westerly right of way line of Gateway Street; thence North 4° 56' East 106.83 feet along the Westerly right of way line of Gateway Street to a point which bears North 89° 45'20" East from the True Point of Beginning; thence South 89° 45'20" West 1248.92 feet to the True Point of Beginning, in Lane County, Oregon, PARCEL Iv Beginning at a point being North 0° 04'00" West 125.69 feet and South 68' 40'00" West 369.59 feet from the Southwest corner ' of the W. M. Stevens Donation Land Claim No. 46, in Section 22, Township 17 South, Range 3 West of the Willamette Meridian; said point being on the Westerly margin of Beverly Street, thence along said margin South 21' 20' 00" East 291.02 feet to the Northerly margin of Harlow Road; thence leaving said Westerly margin along the Northerly margin, along the arc of a 2819.79 foot -radius curve to the right (the chord of which curve bears South 73' 17' 16" West 296.53 feet) a distance of 296.67 feet; thence continuing along said margin South 76° 25' 34" West 73.40 feet; thence continuing along said margin South 89° 22' 51" West. 576.88 feet to the Easterly margin of Interstate 5; thence leaving said Northerly margin along the Easterly margin North 4° 41' 18" East 310.02 feet; to the Southwest corner of that certain parcel conveyed to Gateway Mall Limited Partnership, a South Dakota Partnership by instrument recorded under Reception No. 88-12552 Official Records, Lane County, Oregon; thence leaving said Easterly margin East along the south line of aforesaid Gateway Mall Limited Partnership property. EXCEPT THEREFROM that portion conveyed to Dayton Hudson Corporation, a Minnesota corporation, by deed recorded March 13, 1990, Recorder's Reception No. 90-11882, Lane County Oregon Official Records, described as follows: Beginning at a point being North 559.08 feet and West 883.78 feet from the Southwest corner of the W. M. Stevens Donation Land Claim No. 46, in Section 22, Township 17 South, Range 3 West of the Willamette Meridian; thence South 85 degrees 20' 00" East 192.50 feet; thence South 4 degrees 40' 00" West 146.92 feet; thence South 85 degrees 20' 00" East 178.76 feet; thence North 4 degrees 40' 00" East 4.85 feet; thence South 85 degrees 20' 00" East 35.78 feet; thence North 34 degrees 39' 03" East 84.36 feet; thence South 85 degrees 20' 00" East 42 9.7 1 feet; thence South 4 degrees 21' 29" East 6 5.2 6 feet; thence along the arc of a 228.00 foot radius curve to the right (the chord of which curve bears South 32 degrees 09' 15" West 271.32 feet) a distance of 290.59 feet; thence South 68 degrees 40' 00" West 166.75 feet; thence South 21 degrees 20' 00" East 54.00 feet; thence South 68 degrees 40' 00" West 60.00 feet; thence North 21 degrees 20' 00" West 54.00 feet; thence South 68 degrees 40' 00" West 217.49 feet; thence South 90 degrees 00'00" West 365.85 feet; thence North 4 degrees 40'00" East 598.65 feet to the point of beginning, in ane County, Oregon. ALSO EXCEPTING THEREFROM that portion described in General Judgment recorded April 6, 20075 Reception No. 2007-022874, official Records of Lane County, Oregon. ALSO EXCEPT THEREFROM that portion conveyed to City of Springfield for public road by Bargain and Sale Deed recorded October 9, 2008, Document No. 2008-056324, Lane County Records. ALSO EXCEPTING THEREFROM that portion described in Bargain and Sale Deed recorded March 8, 1990, Reception No. 90-11194, Official Records of Lane County, Oregon. (Tax Lot Numbers 17-03-22-00-02109, 17-03-22-00-02200, 17-03-22-00-02218, 17-03-22-00- 022195 17-03-22-00-02300 and 17-03-22-00-02305) THE ABOVE DESCRIBED LAND ALSO BEING KNOWN AS (without representation or warranty as to the accuracy of the description set forth below): Beginning at a point North 00 degrees 04' 00" West a distance of 125.69 feet from the Southwest corner of the W.M. Stevens Donation Land Claim No. 46, in Section 22, Township 17 South, Range 3 West, Willamette Meridian; thence South 68 degrees 40' 00" West a distance of 3 69.62 feet to the Westerly right-of-way of Beverly Street; thence South 21 degrees 20' 00" East along said Westerly right-of-way a distance of 291.02 feet to the Northerly right-of-way of Harlow Road; thence along the Northerly right-of-way of Harlow- Road along the are of a 2819.79 foot radius curve right (the chord of which bears South 73 degrees 19' 13" West a distance of 296.53 feet) a distance of 296.67 feet; thence continuing along said Northerly right-of-way, South 76 degrees 25' 57" West a distance of 73.46 feet; thence continuing along said Northerly right-of-way South 89 degrees 22' 51 " West a distance of 576.60 feet to the Easterly right-of-way of Interstate 5; thence North 04 degrees 41' 34" East along said Easterly right-of-way a distance of 2647.83 feet to the Southwest corner of that parcel described on Reel 1139, Reception No. 81 24247; thence leaving said Easterly right-of-way North 89 degrees 46' 54" East along the South line and extension thereof of said parcel, a distance of 1249.20 feet to the Westerly right-of-way of Gateway Street; thence along said Westerly right-of-way the following courses and distances: along the are of a 53.0 foot radius curve right (the chord of which bears South 15 degrees 55' 15" West a distance of 20.14 feet) a distance of 20.27 feet; thence along the are of a 127.0 foot radius curve left (the chord of which bears South 15 degrees 55' 15" West a distance of 48.27 feet) a distance of 48.56 feet; thence South 04 degrees 57' 57" West a distance of 1.48.74 feet; thence South 26 degrees 54' 23" West a distance of 32.12 feet; thence South 04 degrees 57' 57" West a distance of 85.15 feet; thence South 27 degrees 39' 44" East a distance of 46.37 feet; thence South 04 degrees 57' 57" West a distance of 800.07 feet to the point of curvature of a 2904.93 foot radius curve left; thence along the are of said curve -(the chord of which bears South 02 degrees 46' 21 " West a distance of 222.48 feet) a distance of 222.53 feet; thence along the arc of a 53.0 foot radius curve right (the chord of which bears South 11 degrees 12' 04" West a distance of 19.54 feet) a distance of 19.66 feet; thence along the arc of a 127.0 foot radius curve left (the chord of which bears South 10 degrees 31' 53" West a distance of 49.75 feet) a distance of 50.07 feet; thence along the arc of a 2917.93 foot radius curve left (the chord of which bears South 02 degrees 31' 23" East a distance of 179.44 feet) a distance of 174.46 feet; thence South 17 degrees 30' 11 " West a distance of 31.92 feet; thence South 05 degrees 43' 11" East a distance of 87.27 feet; thence South 39 degrees 45' 43" East a distance of 46.13 feet; thence along the arc of a 2904.93 foot radius curve left (the chord of which. bears South 09 degrees 46'48" East a distance of 248.05 feet) a distance of 248.12 feet; thence leaving the Westerly right-of-way of Gateway Street, South 68 degrees 40' 00" West a distance of 267.40 feet to the Point of Beginning, all in Lane County, Oregon., EXCEPT THEREFROM that portion conveyed to Dayton Hudson Corporation, a Minnesota corporation, by deed recorded March 13, 1990, Recorder's Reception No. 90-11882, Lane County Oregon Official Records, described as follows: Beginning at a point being North 559.08 feet and West 883.78 feet from the Southwest corner of the W. M. Stevens Donation Land Claim No. 46, in Section 22, Township 17 South, Range 3 west of the Willamette Meridian; thence South 85 degrees 20' 00" East 192.50 feet; thence South 4 degrees 40' 00" West 146.92 feet; thence South 85 degrees 20' 00" East 175.76 feet; thence North 4 degrees 40' 00" East 4.85 feet; thence South 85 degrees 20' 00" East 35.78 feet; thence North 34 degrees 39' 03" East 84.36 feet; thence South 85 degrees 20'00" East 429.71 feet; thence South 4 degrees 21'29" East 65.26 feet; thence along the arc of a 228.00 foot radius curve to the right (the chord of which curve bears South 32 degrees 09' 15" West 271.32 feet) a distance of 290.59 feet; thence South 68 degrees 40' 00" West 166.75 feet; thence South 21 degrees 20' 00" East 54.00 feet; thence South 68 degrees 40' 00" West 60.00 feet; thence North 21 degrees 20' 00" West 54.00 feet; thence South 68 degrees 40' 00" West 217.49 feet; thence South 90 degrees 00' 00" West 365.85 feet; thence North 4 degrees 40' 00" East 598.65 feet to the point of beginning, In Lane County, Oregon. ALSO EXCEPTING THEREFROM that portion described in General Judgment recorded April 6, 2007, Reception No. 2007-022874, Official Records of Lane County, Oregon. ALSO EXCEPT THEREFROM that portion c Bargain and Sale Deed recorded October 9, Records. onveyed to City of Springfield for public road by 2008, Document No. 2008-056324, Lane County ALSO EXCEPTING THEREFROM that portion described in Bargain and Sale Deed recorded March 8, 1990, Reception No. 90-11194, Official Records of Lane County, Oregon. (Tax Lot Numbers 17-03-22-00-02109, 17-03-22-00-02200, 02219, 17-03-22-00-02300 and 17-03-22-00-02305) PARCEL V. 17-03-22-00-02218, 17 -0322 -00 - Together with those rights and easements constituting rights in real property created defined and limited by that certain Construction, Operation and Reciprocal Easement Agreement by and between Gateway Mall Limited Partnership, a South Dakota limited partnership (Developer) and Dayton Hudson Corporation, a Minnesota corporation (Target), including the terms and provisions thereof, dated March 13, 19901, recorded March 13, 1990 under Recorder's Reception No. 90-11883, in the Official Records of Lane County, Oregon and as amended by instruments recorded June 13, 2003, Document No. 2003-053669, recorded October 29, 2013, Document No. 2013-056807 and recorded June 10, 2014, Document No. 2014-021249. 0 EXHIBIT B EXCEPTIONS 1. Any lien, or right to lien, for services, labor or material hereafter furnished, imposed by law and not shown by the public records. 2. utility Easement created by instrument, including the terms and provisions thereof, Recorded: June 23, 1926 Volume 148, Page 569, Lane County Records In favor of: Mountain States Power company (now Pacific Power & Light company) For: electric transmission lines and/or electric distribution system 3. Utility easement created by instrument, including the terms and provisions thereof, Recorded: June 23 1926 Volume 148, In favor of: For: IF Page 571, Lane County Records Mountain States Power Company (now Pacific Power &Light Company) electric transmission system 4. Easement for canal contained in and Water Company and Ira H. thereof, Recorded. Volume 189, lines and/or electric distribution Water Contract between Eugene -Springfield Land Calef, et al, including the terms and provisions November 4, 1936 Page 24, Lane County Records The above easement was assigned by numerous documents, the last of which was Quitclaim Deed, Recorded: February 22, 1389 Document No.: 89-08203, Lane county Records To: Gateway Mall Limited Partnership 5. An easement created by instrument, including the terms and provisions thereof, Recorded: Document No.: Book 333, Page In favor of: October 16, 1946 24684, Lane county Records 637, Lane County Records Mountain States Power Company 6. Access Restrictions to Interstate 5 (Pacific Highway) as disclosed by deed from Anna Boyd Davis Reed, et vir, to the State of Oregon, by and through its State Highway Commission, including the terms and provisions thereof, Recorded . .June 28, 1957 Document No.: 16055, Lane County Records T Relinquishment of Access Rights to Interstate 5 (Pacific Highway) contained in deed from Hazel Calef, a widow, to the State of Oregon, by and through its State Highway Commission, including the terms and provisions thereof, Recorded: Document No.: 8. Utility easement Recorded. Document No., In favor of: For: May 15, 1958 38851, Lane County Records created by instrument, including the terms and provisions thereof, October 30, 1959 82151, Lane County Records City of Eugene electric power, telephone and telegraph equipment, lines and poles As and to the extent shown on Survey dated December 5, 20161, last modified February 28, 2017, by Duryea & Associates, P.S., Job No. 15-2022 (the "Survey r'}. 9. Utility easement created by instrument, including the terms and provisions thereof, Recorded. November 3, 1959 Document No . . In favor of: For: 82428, Lane County Records City of Eugene electric power, telephone and telegraph equipment, lines and poles As and to the extent shown on the Survey. 10. Utility easement created by Recorded. Document No.: In favor of: For: instrument, including the terms and provisions thereof, February 21, 1962 60269, Lane County Records Pacific Power & Light Company electric transmission and distribution lines As and to the extent shown on the Survey. 11. Utility easement cr Recorded: Document No.: In favor of: For: Bated by instrument, including the terms and provisions thereof, February 21, 1962 60270, Lane County Records Pacific Power & Light Company electric transmission and distribution lines As and to the extent shown on the Survey. 12. Unrecorded floodway easement as disclosed by instrument recorded between the McKenzie water Control District, grantor, and Pacific Power & Light Company, grantee, including the terms and provisions thereof, Recorded: May 21, 1962 Document No.. 70248, Lane County Records As and to the extent shown on the Survey. 13. Intentionally omitted 14. An easement created by instrument, including the terms and provisions thereof, Recorded: Document No.: In favor of: For: September 24, 1976 76-50098, Lane County Records City of Springfield sanitary sewer As and to the extent shown on the Survey. 15. An easement created by instrument, including the terms and provisions thereof, Recorded: September 24, 1976 Document No.: 76-50099, Lane County Records In favor of: City of Springfield For: sanitary sewer As and to the extent shown on the Survey. 16. Utility easement created by instrument, including the terms and provisions thereof, Recorded: February 8, 1980 Document No.: 80-07062, Lane County Records In favor of: City of Springfield As and to the extent shown on the Survey. 17. Disposition and Development Agreement with the City of Springfield, including the terms and provisions thereof, Recorded: Document No.: Amended by instrument, Recorded: Document No.. October 21, 1988 88-44251, Lane County Records February 98-09140 11, 1998 , Lane County Records (Excluding all payment obligations contained therein, including without limitation Sections 8 and 22 of the. original agreement and Section 4 of the 1998 amendment) 18. A permit thereof, and easement created by instrument, including the terms and provisions Recorded: Document No.: In favor of: For. September 28, 1989 89-43900, Lane County Records City of Eugene underground electric utility line As and to the extent shown on the Survey. 19. An easement created by instrument, including the terms and provisions thereof, Recorded. February 23, 1990 Document No.: 90-08986, Lane county Records In favor of: Rainbow water and Fire District As and to the extent shown on the Survey. 20. An easement created by Recorded. Document No.: In favor of: instrument, including the terms and provisions thereof, March 8, 1999 90-11195, Lane County Records City of Springfield As and to the extent shown on the Survey. 21. Construction, Operati Limited Partnership provisions thereof, Recorded: Document No.: (Parcel II) on and Reciprocal Easement by and between Gateway Niall and Dayton Hudson corporation, including the terms and March 13, 1990 90-11583, Lane County Records First Amendment to Construction, Operation and Reciprocal Easement Agreement, including the terms and provisions thereof, Recorded. June 13, 2003 Document No.: 2003-053669, Lane County Records Second Amendment to Construction, Operation and Reciprocal Easement Agreement, including the terms and provisions thereof, Recorded Document No.: Third Amendment t including the terms Recorded. Document No.: October 29, 2913 2013-056807 ❑ Construction, operation and Reciprocal Easement Agreement, and provisions thereof, June 10, 2014 2014-021249, Lane county Records 22. Terms, provisions and conditions of easement, as contained in Agreement dated March 13, 1990, by and between Gateway Mall Limit and Dayton Hudson Corporation, as disclosed by Memorandum, Recorded: March 13, 1990 Document No.: 90-11884, Lane County Records that certain ed Partnership 23. Unrecorded lease, i matters, interest, o r original lease, Lessor: ncluding the terms and provisions thereof, and such other exceptions as may appear necessary upon examination of the Gateway Mall Limited Partnership, a South Dakota Limited Partnership Lessee: Sears, Roebuck and Co., a New York corporation A memorandum of which was, Dated: March 2, 1990 Recorded: April 9, 1990 Document No.: 90-16157, Lane County Records (containing no purchase options, rights of first refusal or rights of first offer) 24. Lease, including the terms Dated: Recorded: Document No.: Between: and provisions thereof, a memorandum of which was, February 28, 1995 April 11, 1995 95-19998, Lane county Records Gateway Mall Partners, a South Dakota general partnership, Lessor and United Merchandising Corp., a California corporation, Lessee (containing no purchase options, rights of first refusal or rights of first offer) 25. An easement created by instrument, including the terms and provisions thereof, Recorded: June 18, 1996 Document No.: 96-40795, Lane Co In favor of: For: u my Records City of Springfield underground electric distribution line As and to the extent shown on the Survey. 26. City of Springfield Improvement Agreement and Application for Sewer Hookup, including the terms and provisions thereof, Recorded: June 20, 1996 Document No.: 96-41612, Lane county Records 27. An easement created by ins Recorded: Document No.: In favor of: For: trument, including the terms and provisions thereof, October 30, 1996 96-73241, Lane County Records City of Springfield underground electric distribution line As and to the extent shown on the Survey. 28. An easement created by instrument including the terms and provisions thereof Recorded. Document No.: In favor of: For: September 26, 1997 97-65399, Lane county Records City of Springfield public utilities As and to the extent shown on the Survey. 29. Lease, including the terms Dated: Recorded Documen t No.: and provisions thereof, a memorandum of which was, August 20, 1999 September 7, 1999 99-077472, Lane county Records Between: Gateway Mall Partners, a South Dakota general partnership, Lessor, and Cinemark USA, Inc., a Texas corporation, Lessee (containing no purchase options, rights of first refusal or rights of first offer) 30. An easement created by instrument, including the terms and provisions thereof, Recorded: November 16, 2001 Document No.: 2001-076670, Lane County Records In favor of: city of Springfield, acting by and through its Springfield Utility Board For: underground electric distribution line As and to the extent shown on the Survey. 31. Unrecorded lease Dated: Lessor: Lessee: including the terms and provisions thereof, April 17, 2001 GG P -Gateway Mall, LLC, a Delaware limited liability company RCI Realty, LLC, a Georgia limited liability company Disclosed by: Memorandum of Lease Recorded: March 1, 2002 Document No.: 2002-016301, Lane County Records Assignmen Dated: t of Rights in Lease, including the terms and provisions thereof, October 11, 2002 Recorded: October 30, 2002 Document No,,: Memorandum of Assignmen Dated: Recorded, 2002-084778, Lane County Records t of Lease, including the terms October 11, 2012 October 16, 2012 and provisions thereof, Document No.: 2012-053095, Lane County Records To: Apple Oregon LLC, a Delaware limited liability company (containing no purchase options, rights of first refusal or rights of first offer) 32. An easement created by Recorded: Document No.: In favor of: For: instrument, including the terms and provisions thereof, June 41 2002 2002-042936, Lane county Records City of Springfield, acting by and through its Springfield Utility Board electric distribution and As and to the extent shown on the Survey. telecommunication lines 33. Unrecorded lease, including the terms and provisions thereof, Dated: September 14, 1998 Lessor: GGP-Gateway Mall, L.L.C. formerly known as Gateway Mall Partners, a South Dakota general partnership Lessee: DCB Restaurant Co., a Minnesota corporation, as successor by merger to DCB Realty, Co. Disclosed by: Memorandum of Lease Recorded: June 13, 2003 Document No.. 2003-053841, Lane county Records The lessee's interest in the above lease was assigned by Assignment of Lease, including the terms and provisions thereof, Dated: June 6, 2003 Recorded: June 13, 2003 Document No.: 2003-053842, Lane County Records From: GCB Restaurant Co., a Minnesota corporation, as successor by merger to GCB Realty Co. To: GRG5, LLC, a Delaware limited liability company (containing no purchase options, rights of first refusal or rights of first offer) Grant Deed (Improvements), including the terms and .provisions thereof, Recorded: June 13, 2003 Document No.: 2003-053843, Lane county Records (affects only improvements owned by GRG5, LLC) 34,, Memoran Dated: dum of Affiliate Sublease, including the terms and provisions thereof, June 6, 2003 Recorded: Document No.: Sublessor: Sublessee: June 13, 2003 2003-053847, Lane county Records GRG5, LLC, a Delaware limited liability company GRG Properties, LLC, a Dela (containing no purchase options, ri 35. Memorandum of Lea Dated: Recorded Documen Lessor: t No.: ware limited liability company g hts of first refusal or rights of first offer) se, including the terms and provisions thereof, June 61 2003 June 13, 2003 2003-053850, Lane County Records CRG Properties, LLC, a Delaware limited liability company Lessee: O.R.G. Restaurants, LLC, a California limited liability company (containing no purchase options, rights of first refusal or rights of first offer) 36. Memorandum of Lease, including the terms and provisions thereof, Dated: August 15, 2005 Recorded: November 15, 2005 Document No,: 2005-090944, Lane county Records Lessor: GGP-Gateway Mall, L.L.C,, a Delaware limited liability company Lessee: Kohl's Department Stores, Inc., a Delaware corporation (containing no purchase options, rights of first refusal or ri 37. Terms, provisions and c maintenance provisions Filed: Circuit Court Case No.: Recorded, Document No.: For: ghts of first offer) onditions of easement, including but not limited to contained in General Judgment March 27, 2007 16 06 00281 April 6, 2007 2007-022874, Lane County Records bicycle/pedestrian facility As and to the extent shown on the Survey. 38. Landlord Agreement, in Recorded: Documen Between: And:. t No.. cluding the terms and provisions thereof, December 26, 2012 2012-066081, Lane county Records Apple Oregon LLC, a Delaware limited liability company, as successor in interest to the tenant named therein GGP-Gateway Mall L.L.C., a Delaware limited liability company 39. Memorandum of Lease, including the terms and provisions thereof, Dated: December 5, 2012 Recorded Documen Lessor: December 27, 2012 t No.: 2012-066273, Lane County Records GGP-Gateway Mall L.L.C., a Delaware limited liability company Lessee: Wal-Mart Stores, Inc., a Delaware corporation (containing no purchase options, rights of first refusal or rights of first offer) 40. Memorandum of Lease, including the terms and provisions thereof, Dated: May 6, 2013 Recorded, May 17, 2013 Document No.: 2013-026684, Lane County Records Lessor: Gateway Mall L.L.C., a Delaware limited liability company Lessee: Wing men V, LLC, a Washington limited liability company (containing no purchase options, rights of first refusal or rights of first offer) 411, Notice of Operations and Maintenance Agreement, Private Stormwater Management and Treatment System, including the terms and provisions t Dated: February 25, 2014 Recorded: February 26, 2014 Document No.: 2014-005757, Lane County Records 42. Memorandum of Lease, including the terms and provisions thereof, original lease Dated: March 31, 2014 Recorded: May 5, 2014 Document No.: 2014-016278, Lane County Records Lessor: GGP-Gateway Mall, LLC, a Delaware limited liability company Lessee: corporation first offer) hereof, Hobby Lobby Stores, Inc., an Oklahoma containing no purchase options, rights of first refusal or rights of 43. Memorandum of Lease, incl thereof, Dated: Recorded: Documen Lessor: Lessee: t No.: uding the terms and provisions February 10, 2015 February 24, 2015 2015-007001, Lane County Records GGP-Gateway Mall L.L.C., a Delaware limited liability company Ulta Salon, Cosmetics & Fragrance, Inc., a Delaware corpora (containing no purchase options, rights of first refusa 44. Memorandum of Lease, i thereof, Dated: Recorded: Document No.: Lessor: Lessee: corporation rights of first tion Iorri ncluding the terms and provisions December 15, 2014 March 13, 2015 ghts of first offer) 2015-000790, Lane County Records GGP-Gateway Mall, L.L.C., a Delaware limited liability company Ross Dress for Less, Inc., a Virginia containing no purchase options, rights of first refusal or offer) 45. Encroachment of improvements into easement for underground waterline and appurtenances, recorded February 23, 1990, Document No. 90- 08986, Lane County Records and into easement for utilities, recorded .dune 18, 1996, Document No. 96-40795, as shown on the Survey. 46. Rights of the following parties in possession as tenants or licensees only, under unrecorded leases or licenses, with no rights of first refusal, or options or rights to purchase any portion of the property: KOHL'S DEPARTMENT STORES INC. SEARS TARGET ASHLEY HOME FURNISHINGS CAB E LA'S HOBBY LOBBY HOMETOWN BUFFET INTERNATIONAL FITNESS MARSHALLS PETCO SUPPLIES & FISH ROSS DRESS FOR LESS CINE MARK APPLEBEE'S ASPEN DENTAL BIG 5 SPORTING GOODS BUFFALO WILD WINGS GRILL & BAR CARL'S JR. CH IPOTLE FIREHOUSE SUBS MENCHIE'S NOODLES & COMPANY ORIGINAL ROADHOUSE GRILL PANERA BREAD SLEEP TRAIN T -MOBILE VITAL- MART DIAMOND WIRELESS GA M ESTO P HARRY RITCHIE JEWELERS KAY JEWELERS MAU RICES NAILS NOW NAILS UNCORKED OREGON SPORTS PAYLESS SHOESOURCE RACK ROOM SHOES STATE OF OREGON -MILITARY DEPARTMENT U LTA US ARMY/NAVY RECRUITING CARDTRO N ICS Al EYEBROW BY THREADING CRAFTERS ALLEY FRESH AND NATURAL INDULGE ANTIQUES NORTHWEST BEDS OREGON SPORTS SOUTHERLAND INSURANCE GROUP TALK TIME BITCOINNW KIDDIE CONCEPTS MINI MELTS CTM J ELSALAIS INDUSTRIES BLUEGREEN VACATIONS INNOVATIVE VENDING SOLUTIONS Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Mai or Modification Pre -Submittal Application C. Exhibit C: Reduced Scale Site Map 0 ...mazzetti.com MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408 ti uux¢ni s INTERS7ATE5 A 0 - El 10 Q v x V j EXISTING WALMART SITE PLAN y J W Yzo i 30 r5v i � 617E PLAN 'DEVELOPMENT AREA C201 Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Mai or Modification Pre -Submittal ADDlication D. Exhibit D: Proposed Lighting Cut -Sheet 0 ...mazzet i.com MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408 Specifications EPA: 1.01 k' Sldppedinluded Is".) Length: 33' S'Lat'lerr ig weu. Width: 13" P3 P0' H' genu. Height Hi 7-1/2" Rotaudepfia gsnu. Height H2: 3-1/2" Weight 27Ibs (meal: gzzq D -Series Size 1 LED Area Luminaire DLC DLC -i��l u I M1P turtle Talkie, ue he we. re d Mede. a I sno. Introduction The modern styling of the D -Series is striking yet unobtrusive -making a bold, progressive statement even as it blends seamlessly with its environment The D -Series distills the benefits of the latest in LED technology into a high performance, high efficacy, long -life luminaire. The outstanding photometric performance results in sites with excellent uniformity, greater pole spacing and lower power density. It is ideal for replacing up to 75OW metal halide in pedestrian and area lighting applications with typical energy savings of 65% and expected service life of over 100,000 hours. • EXAMPLE: I LED P7 40K T3M MVOLT SPA NLTAI R2 PIRI DDBXD D5111 LED Bill LED l'nvantil IDK 31100K Its Typelslu. TSVS TypeVeeryslu.' AIVOLi' Sldppedinluded P1 P4' P9' 40K 41)(0K (Agarr ) 4S TypeVsItO )VOH SPA S'Lat'lerr ig P2 P5' P8 SOK 5000K TN Typerislu. TSM TypeVer ium° ETV -"tea" APA Romdpoker ing'" P3 P0' H' TNI Typrinnedlur BW TypeVwlde' 120' WAS WallbauseP Rotaudepfia INS Type III shaft BIC Badlghtmntal' 208' SPOMBA SRI pole trateal.,ati, "her" P10' P12' TRIAL Type III med'mr MKO Lehmriereul NO' WOMBA Road use un'nml un igAapmr' P11a P13'' T4A1 Type IV med'mr KCO Rightearnereul 2➢' Sippedseparanly iFTM Fomard throe 347' KMPeDDBKDO Mmtarressure,badxtadarnor medium 480' (spedfyfinkh)^ SByped'natalkd PIR HimV.,, monow.bientsemm,8-15'mounte,Legall Shyped'natalled DDBKD Dark save NINIR2 Di AIR Network earned° a blmtremoeedle,115&'aa NS Horse-sldeshalL3 Di Rauk PIRHN Network that. mmbwerblmtremor" PIDI HlgVow, han.vambleDl 15d0` moundig Leight SF Surge fiue(1N,ID, 347V) DNA%D Nanalalrener. amblmtremoembledat5h'0a PER NEWtw,tlrck ixeppde erly(cents orders] sepemte)'" MRIFM 8-1Smountlig Leght DE Dauble fure(2D8, 24D 4Wh" UNPOD White PERS Hre peeonl (ant rderedse ke)a'a yin reap y paa amblmtttmoe�blNl atlh'm09u, L90 IeRaphdodo' p ODBTKD Ferried lark same PEn Serer -pe resepndetry (Funds mdevi sepent) a° %RX1f(3V BFkeek mggVa.hk4se.w 15-3Omoandig Lelgk, R93 Rghtadiedopdo' DBILUD Ferried Rhea MG 0-10adirr pulled outside turre neruse win an amblmtremoembledatlh'0a HA 50%amblwmpeadom' ONATKD Tenured naturalaremalmnm,onkredsepaarely7" - FAO Field adjustable outputt0° 9rypednparatdy aluminum DS Dirk lwith lI sero I BS Blrdsplkesru MiNall Tmurelanke EGS EAerml glare shied '. L/THON/A One Gthenia Way Conyers,Gwr,aWAR •Prane: 1$l7056EIRV 9378) lid—, DS%1-LED L/GNT/NG. ®2e11-2r2O Awdn anrd D9mmy ma Aldireei Ree11PUm Paget ed COMMERCIALOUTDCOR Ordering Information Accessories orx,�a,.aeppea�p,a3�ry OILIZIEIIn Kamml-m,ragae pnvrvl= otunEismuu Kamml-m,.aem". OLLV➢f ISNLN P�,mull-54 mtA"'IWNI^ OSMOASBN Shu,ln°uv OS%IM53IX11 untle A6JMP1,RP1PoNK' D.iHS.0 ueatledlPdMf6aNR° oAB,DD. untledlnd m Pi n" vurnenoomov b°,rani"em �e WtunlwulmwnBg Ra6e�a�r unm DD.DU nim��m maoomg m,an,ep,olseah oairuslrleemu RMns Shed -en Options EGS-EBRerlul Glue Shield Drilling NANDNOLEOAIENTATION C D B A B9nJBOk Template Me TOPof Pok I 1lS kralumlrumpde¢ 3I5'krotMrl»le gpa &�- D m- zao- aPLrn Tenon Mounting Sllpliltar DSXI Area Luminshis-EPA n,ImdsWml-mantl'mtryral w,m,,g arm@bertenor¢,arim, b—i—orothera¢es are nor IndutlN I n this EM dm Mou"y R -0 .--. % �. Y + 05OIED I ID13 I loss 19d5 30H M50 370 — �— one lithomla Way • Conyers, Georgia W2 - PMne: 1$ 7(SERV 93781 • w•mn.11tbonla com L/GNT/NG. EdI Aaeplame outside Pnl a Dl menrmn -3I6 AFA A53-5150 Afi-5' 1 AS3-520 AB -550 Afi--538 AB -560 -)I6 APA MTB -I% MTB -2 AWR M MTB-3WP5115320 P MPtle Onl P TB 9" APA P5335-10 85335 -)Po P513SF0 P5135-350 P513S50 P5135dS0 DSXI Area Luminshis-EPA n,ImdsWml-mantl'mtryral w,m,,g arm@bertenor¢,arim, b—i—orothera¢es are nor IndutlN I n this EM dm Mou"y R -0 .--. % �. Y + 05OIED I ID13 I loss 19d5 30H M50 370 — �— one lithomla Way • Conyers, Georgia W2 - PMne: 1$ 7(SERV 93781 • w•mn.11tbonla com L/GNT/NG. Minimum Aaeplame outside Pnl a Dl menrmn Moun,Iinn, 0"un Dilry Teva, SFgle l@IB& )@50 3@0 3®1E0 9®0 Aeallo mn Si1eB Sd,B&D Sdn' Sde (&0 P MPtle Onl Drill lY mem4nure 18 DM19A5 6N)8l5 DMBAS 6N3415 DM3)AS &NdA15 DSXI Area Luminshis-EPA n,ImdsWml-mantl'mtryral w,m,,g arm@bertenor¢,arim, b—i—orothera¢es are nor IndutlN I n this EM dm Mou"y R -0 .--. % �. Y + 05OIED I ID13 I loss 19d5 30H M50 370 — �— DW -LED '. L/THON/A Rw11P m ga4d8 one lithomla Way • Conyers, Georgia W2 - PMne: 1$ 7(SERV 93781 • w•mn.11tbonla com L/GNT/NG. Minimum Aaeplame outside Pnl a Dl menrmn rsl�m�®aa®a DW -LED '. L/THON/A Rw11P m ga4d8 one lithomla Way • Conyers, Georgia W2 - PMne: 1$ 7(SERV 93781 • w•mn.11tbonla com L/GNT/NG. ®m11 m.o A—n aamd Lmhu, m, Al dgho mnunre. COMMERCIAL OUTDWR To seecomplae phaometric reporp or dmnload.ies fnee orthis pmdua, visit Li6honia L'ghtln,Y D -Series Nree S-1 Homepage. Iwbawndla plots for the DS%1 LED 60C 1M040K Di54ncasara'm wits d mounting neigMQS). :MEN MEN ONCE MEN 9 ■Illoo'11■ Mlllo■MII■ MEAN WI. One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm ..•...M 11551111101 PIPE 'I CX 11 2M A -W B-� Lght,q me uldghts rererred. MENN i S0anoum■x11111■IN01 SEE mos [EHIIIIIIIII USE=MMM E INENEna:mi Nmmuumar 1111 016 ■a■■G6N■a ■■■-.ez-.■■ MENOMONEE 11 ±arn■Noes.■■momoloomi 111 mommemom MOMMEMOMM momoloomi MiLtionampiR r i, mmummemom G■■NMimiMENEMEmMMMMMMM MENOMONEEMENOMONEEMENOMONEE manoweada MENOMONEE momazzonsMENOMONEEEMEMEMEME MMMMMMMM :MEN MEN ONCE MEN 9 ■Illoo'11■ Mlllo■MII■ MEAN WI. DS%1-LED '. L/THON/A Rw11Pum aaga3ole One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm ..•...M 11551111101 PIPE 'I CX 11 2M A -W B-� Lght,q me uldghts rererred. MENN i S0anoum■x11111■IN01 SEE mos [EHIIIIIIIII USE=MMM E FFA/Nill Nmmuumar 1111 016 ■a■■G6N■a ■■■-.ez-.■■ MENOMONEE 11 ±arn■Noes.■■momoloomi 111 mommemom MOMMEMOMM momoloomi MEMENERME i, mmummemom M MENOMONEEMENOMONEEMENOMONEE manoweada MENOMONEE momazzonsMENOMONEEEMEMEMEME MMMMMMMM MMMMMMM ....1 DS%1-LED '. L/THON/A Rw11Pum aaga3ole One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm ..•...M 11551111101 PIPE 'I CX 11 2M A -W B-� Lght,q me uldghts rererred. MENN i S0anoum■x11111■IN01 SEE mos [EHIIIIIIIII USE=MMM E FFA/Nill Nmmuumar 1111 016 ■a■■G6N■a ■■■-.ez-.■■ MENOMONEE 11 ±arn■Noes.■■momoloomi 111 Ma3aanow■ll■o■■■moloommom MOMMEMOMM momoloomi I i, MENOMONEEMENOMONEEMENOMONEE MENOMONEE MMMMMMMM MMMMMMM DS%1-LED '. L/THON/A Rw11Pum aaga3ole One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm ..•...M 11551111101 PIPE 'I CX 11 2M A -W B-� Lght,q me uldghts rererred. MENN i S0anoum■x11111■IN01 mos [EHIIIIIIIII USE=MMM E FFA/Nill Nmmuumar 1111 016 ■a■■G6N■a ■■■-.ez-.■■ MENOMONEE ±arn■Noes.■■momoloomi 111 MENOMONEE MOMMEMOMM momoloomi i, MENOMONEEMENOMONEEMENOMONEE ....1 INEE OEM DS%1-LED '. L/THON/A Rw11Pum aaga3ole One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm ..•...M 11551111101 PIPE 'I CX 11 2M A -W B-� Lght,q me uldghts rererred. MENN i S0anoum■x11111■IN01 mos [EHIIIIIIIII USE=MMM E FFA/Nill Nmmuumar 1111 016 ■a■■G6N■a ■■■-.ez-.■■ MENOMONEE ±arn■Noes.■■momoloomi 111 MENOMONEE MOMMEMOMM momoloomi DS%1-LED '. L/THON/A Rw11Pum aaga3ole One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm L/GNT/NG. CX 11 2M A -W B-� Lght,q me uldghts rererred. MENN MON-.:..■■iNJ mos ■■■■ Miami o■io■■an USE=MMM E mamnsioll Nmmuumar 1111 016 ■a■■G6N■a ■■■-.ez-.■■ MENOMONEE 111 MENOMONEE MOMMEMOMM tl■■...0■■I i, DS%1-LED '. L/THON/A Rw11Pum aaga3ole One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm L/GNT/NG. CX 11 2M A -W B-� Lght,q me uldghts rererred. MENN mos ■■■■ Miami o■io■■an E N Nmmuumar 1111 016 ■a■■G6N■a ■■■-.ez-.■■ MENOMONEE 111 MENOMONEE MOMMEMOMM ■■■ld■NIl■■ III DS%1-LED '. L/THON/A Rw11Pum aaga3ole One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm L/GNT/NG. CX 11 2M A -W B-� Lght,q me uldghts rererred. MENN mos MENEM MENOMONEE N MEN MENOMONEE ■■■ld■NIl■■ III i, MENOMONEEMENOMONEEMENOMONEE DS%1-LED '. L/THON/A Rw11Pum aaga3ole One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm L/GNT/NG. CX 11 2M A -W B-� Lght,q me uldghts rererred. MENN N MENOMONEE mommommom DS%1-LED '. L/THON/A Rw11Pum aaga3ole One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm L/GNT/NG. CX 11 2M A -W B-� Lght,q me uldghts rererred. COMMERCIAL OUTDWR Performance Data Lumen Ambient Temperature (LAT) Multipliers U- di taoew. d.emiin.,.Yw. 6m.ro1 ke, uer deteiem teddiewe.e, Lom(ddd 1Q21W9 Projected LED Lumen Maintenance Dem nhremrtHercaPohtN Pnlomarce Pnei.... f—he Plallomv mtN Ina shi �nYinl, kneed 1110i0.tl Foca of IED tody RetN Per I ESNA LNi and Wjwted pelESNA TM -21.11). To,aleolrt. 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R 30 530 5d E45 3m @6 310 033 3]] 0.19 - 0.10 - On 0dcerswirN iMelerhnlYN5W50 R 30 1. 10 Os9 031 031 035 0l0 106 (arhwdhkwlMSdndardtw611hd,'utudN hrde9wdawn operation, or,dudoed,wBd rade R 30 10% 10 086 050 O.M OM 030 Olt MUAy(m0ok5A6A P4 30 12% Im IW OEO OS] 0.0 037 Ol] (NNmm dNY�� P5 30 1101 IM 1.16 Ob] O.W 051 Ob 09 P6 W 12% he 136 O]A 088 059 047 031 P] M 1101 I® 153 088 O.M 0& 053 03a PS 60 IOID 201 134 11% 081 O.M 064 049 W 60 12% 241 301 1.16 III 083 070 051 RO m 530 106 090 052 OR OM 033 Ol] Pniala'0(tia N4ihe in. him RI R2 Po Po ]N tom 131 2W I.IS V4 OR 0.93 OM 081 053 026 042 060 032 nK P13 Po 1250 231 1.93 IAA OW OBS Ob] 049 Nood lue OesalPhn Ni Remantomroldente Nodes DW -LED '. L/THON/A Few.nnvm ,.6d8 Fddg owhleouSutdedarclaleiinni Nlwsthelumensremhem6rdAkdiraned, FWdrvire fvumtinse. w thothrrwedsoplon0w Iuminalre;wlredmlhedeXeedlmdn,ii i medvelyRlmmingthellghouqut. neallM1eO-IDVledk 05 0dcerswirN iMelerhnlYN5W50 lheluminaire'ewood mtxnspwwMe,i,uiB, Me rhetl Neduers pe Ywrt N9u Iwosepsoneywe¢M1eddouns.(wader n nire¢lMim al bwd,kr`Anaoperaf ryjQllxAaa mnre[nRMeecemernx'roe. RASARRI MiNAe9pFamallee�Ode (arhwdhkwlMSdndardtw611hd,'utudN hrde9wdawn operation, or,dudoed,wBd rade ]wstbdpntedkwAasOLL%ik %nl85belmming l®esonetiver, Pln6&1 d,i` tatponde0 ludlmmingsignl5. valnnNmntmlrodesoAas919M inside luminaires NAa%%1 Mo0msemaxih NegralpFow,dl. Who WrtirartdmwM1en noosapa¢yeskhRM. MUAy(m0ok5A6A Also as,dahlewnh PlRH1KW when the sensor blSrtamtiy;%%Ib15-30 rtaurliy de[aell esudefwdu#todomhoperaYw Ni P%IN M19FINAeral'kdludrarebrtatimmerq FbtimadaRBentlightsensing wit tenon response SdelulMdimmiig wRM1 mo[onsenwrocer-deewFen NigFIHr506A d19htAlRsenwrson hpmgrammeesd randsered d QnmrellydwreMaRmmuNo0m vdrelmlY,nonentl tothe dL,ht(dYnse. Yonhe9uM eFg0e(INPoq Floyy DW -LED '. L/THON/A Few.nnvm ,.6d8 One Gthonie Way• Conyers,Gw,,a 3(012• Phone: 1$ 7(] SEW937B •w•mn.Iith—o— L/GNT/NG. ®mel-mzo Aednamnd D9mmy ho. Al d9Fo didi COMMERCIAL OUTDWR Performance Data Lumen Output Wnren va lu..an hom PM,m ,n.npe&m dinawr6rce 6IFSNA mmdaedm ba rapmmletrve dtlre mnfigvalimaeMxn,.4,n Yie ylanmallmwdby Li�lirg FeN WMeg 4Mrybr P.rfu,man<. darn oa a m.od'.n--o drown n... 31 530 % 5Nl 115 M M 135 MM 14N 1nM 14 1555 15N 150 W( Ill0 RN 6357 6d53 3 6]]9 bde R 6M 672 ]e 6]11 V% 99 IM ;99 ] ] 1 ] 1 1 1 7 2 3 3 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ] ] 1 ] ] ] ] 0 1 1 1 1 7 7 IID 119 IID 116 IA 117 IA IN III IN a e R 11 6,956 6,919 bed 6,%7 6216 6216 6,963 77,M2M ] 7R9 7,187 S,TN d 4N8 ] ] ] ] 1 1 1 3 7 3 3 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ] ] ] ] ] ] ] 0 1 1 7 7 7 7 129 129 129 125 129 126 129 IM IN IN IN 79 ]9 79 ]p3] 7AN ] % ]A4 7A% 6901 73M ]j0 730 ],RI ],R3 4X2 d 7 9132 ] ] ] ] 1 1 1 3 7 3 3 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ] ] ] ] ] ] ] 0 1 7 2 7 7 7 130 130 131 1]] 131 128 131 136 136 135 135 107 M 30 510 % ]pW 115 7 0 7 118 8176 7 0 7 IR 8,99 7 0 7 179 12 RS "a 7 0 7 118 8A77 7 0 7 IR Beg 7 0 7 178 171 a 7 0 7 118 8373 7 0 7 IR 9,756 7 0 7 179 735 U21 7 0 7 115 8XI 7 0 7 IB 8,]51 7 0 7 175 63 7 0 7 118 I 7 0 7 IR 9 d 7 0 me 7 179 MM lYA 7 0 7 115 I 7 0 7 IN 8,818 7 0 7 176 9A% TIM q75] 7 0 7 IIB Bp96 7 0 7 IR 9,OB 7 0 MV 7 179 1M q5W 3 0 0 173 v57 3 0 0 137 9,369 3 0 0 134 155 0 3 0 1 IB 9 9 3 0 1 137 M 3 0 1 134 15M 8573 3 0 2 IR 9X6 3 0 2 132 MB 3 0 2 134 15W 8517 3 0 2 IR 9,175 4 0 2 131 9j91 4 0 2 133 M 6;70 I 0 7 97 ] 3 I 0 7 IM ] 86 I 0 7 IN WOO 5A38 1 0 2 R I 57 1 0 2 78 1 5A6 1 0 2 9 ROW 5338 1 0 2 R 5A7 1 0 2 78 5396 1 0 2 9 31 1050 % 1070 115 1101 2 0 2 In 1 12562 3 0 3 123 12,RI 3 0 3 125 M II 7 0 7 114 17 3 0 3 173 1770 3 0 3 175 RM II,]e 7 0 7 115 17b13 7 0 7 IN 17,72 7 0 7 175 735 IIjN 7 0 7 111 12j15 3 0 3 170 123M 3 0 3 171 TIM 11 7 0 7 115 12,5V 7 0 7 173 I ]Q 7 0 7 175 1Q1 IIA26 7 0 3 117 12, 7 0 3 171 17,465 7 0 3 177 TIM IIA73 7 0 7 114 1755 7 0 3 173 I7,7N 7 0 3 III 15Y5 12,Ib 3 0 1 119 1308 3 0 1 128 Iva 3 0 1 131 14 12,150 3 0 1 119 1309 3 0 1 128 I % 3 0 1 IM 15M 17,119 4 0 7 119 13356 4 0 7 178 13X1 4 0 7 131 15W 12M 4 0 3 118 17,70 4 0 3 177 I;IN 4 0 3 IB M 9 0 1 0 2 M 1010 1 0 2 101 lOaO 1 0 2 IN LOO 7,121 1 0 3 70 ]b]1 1 0 3 75 ]]e 1 0 3 % RN 7,121 1 0 3 70 ]b]1 1 0 3 75 ],]e 1 0 3 % 7 12% % 12W 115 13 35 3 0 3 107 Id 3 3 0 3 116 l 57 3 0 3 117 RS 13,171 3 0 3 107 14,158 3 0 3 116 14641 3 0 3 117 RM 1337 2 0 2 IN 1437 3 0 3 116 14716 3 0 3 118 735 13361 3 0 3 105 1404 3 0 3 113 1457 3 0 3 114 TIM 13 ] 7 0 7 IN 14 7 0 7 116 I I 7 0 7 117 1Q1 11165 7 0 3 105 14,187 7 0 3 113 1432 7 0 3 115 TIM 13AQ 7 0 3 10 I4,IM 7 0 3 116 MAA 7 0 3 117 TM 1 el d 0 1 117 15 d 0 1 121 1% d 0 1 127 14 11M 3 0 1 112 15 3 0 1 121 I 71 3 0 1 122 15M 11%3 4 0 7 117 1532 4 0 7 170 ISX3 4 0 7 IR 15W BA72 4 0 3 111 14,M 4 0 3 120 15,133 4 0 3 121 M II 7] 1 0 7 M 11 9 1 0 7 95 I N 1 0 7 % OW ION 1 0 3 E6 9AN 1 0 3 71 9951 1 0 3 R WO 975 1 0 3 9 8,839 1 0 3 71 9951 1 0 3 R 31 IMO PS 13M 115 14 ]9 3 0 3 IN 15 14 3 0 3 115191M 4 3 0 3 116 M 14 d 3 0 3 IN 15,9] 3 0 3 114 3 0 3 116 RM 14]39 3 0 3 107 15,8]8 3 0 3 115 3 0 3 117 735 14X4 3 0 3 103 15,38 3 0 3 111 3 0 3 113 TIM 14;M 7 0 3 107 15 3 0 3 1153 0 3 116 1Q1 143M 2 0 3 IM 1537 3 0 3 112 3 0 3 In TIM 1405 7 0 3 IN 15,830 3 0 3 1151 3 0 3 116 1M 15A3 4 0 1 111 16 4 0 1 119 4 0 1 121 155 ISX5 3 0 1 111 16AR 4 0 1 1196 4 0 1 171 15M 155] 4 0 7 111 16935 4 0 7 1191 4 0 7 171 15W 15157 4 0 3 110 1 M 4 0 3 1184 4 0 3 IM W( 12318 1 0 2 87 q99 1 0 2 a3 1 0 2 95 LOO 8,%5 1 0 3 65 9,65] 1 0 3 M 1 0 3 71 RN 8,%5 1 0 3 65 9,657 1 0 3 7 1 0 3 ]I '. L/THGN/A One umona Way - �n,en•Oeer, a 12 - P'mne1$ 70sSEIN 9378, • w„a,,.Lth—,mom DW1-LED L/GNT/NG. ®mn-mmamn Or -n6 LOhn , me. Al,lsnl.—ed . Re.. nnum ".g e 8 COMMERC11 OUTDOOR .. . Lumen Output Wman va luar are hom plwtommir inn perbmwd inemr6rce wiYi IFSNA IM�Ti�. Data'amrmtlaad m ba ragnmletrve dtlw mMgvalimaeMxn, wilM1'n Yie ylanmallmwdby Li�liy Fam. Wmaa Yaory br p.�b,marc.dara oaam rca69�nti�rct4w»nM.. DW -LED '. LIMUMA Rw11P m 1,648 IIIO I6 CX 11 2M A—W B—D9mmy me Al d9nb ,ererred. COMMERCIAL OUT R 751 3 0 3 IW19;18 3 0 3 II] 19,]59 3 0 0 3 118 735 3 0 3 IW 18,98 3 0 3 11] 1938 3 0 3 118 3 0 3 10] 19 3 0 3 11] 19 3] 3 0 3 119 ,19 3 0 3 105 19 3 0 3 113 19,7R 3 0 7TW 3 115 191)" 3 0 ,(Ai 3 0 3 IW 18A5 3 0 3 11] 3 116 99 3 0 3 106 IU711 5 3 0 110 I ]1 3 0 116tl b]] 3 0 3 IW 19 3 0 4 11] 3 0 4 118 2IvnUM 0 0 1 113 I9 1 83% IM 0 1 Ill 1 1 Ifl 8390 4 0 2 113 19,816 2W 4 0 16 4 0 2 12] 2UI6 2 Ifl 4 0 ] 113 19 ]E6 4 0 ] I20 ] I6 4 0 ] Ifl 5 0 3 5 5 9 29 5 19736 5 0 3 IID 19,885 5 0 3 in 1409 99 2 0 n( 10;99 2 0 2 89 15714 2 0 3 96 3 1ls,iiIIs1.761 L((0 10;91 I 0 3 E6 II 14 1 0 3 71 11]61 2 0 3 n R(0 10]81 1 0 3 E6 IIb12 1 0 3 71 11,]61 2 0 3 n 11 tl 1101 ry 18314 TISus 19j27 3 0 3 105 A,]I2 3 0 3 113 269]5 3 0 3 115 RS 19 3 0 3 105 A 3 0 3 113 2 95] 3 0 3 110 RM 19,315 3 0 3 105 A,A7 3 0 3 110 2U% 3 0 5 3 115 ]35 la&s 3 0 3 102 A,n1 3 0 3 110 21396 3 0 111 ]3M 1938 3 0 3 105 3 0 3 113 21,L53 3 0 3 3 115 2M,746U% 11M IB 3 0 103 2 96 3 0 111 2 53 3 0 112 TIM 1936 3 0 4 105 2159 3 0 4 113 21996 3 0 4 115 1555 1 1 0 1 IN 21$14 0 1 118 21;3] 0 1 1 119 MM0703 4 21 1 1 0 2 118 21 1 1 0 155 A 3 0 2 4 4 2 119 15M 1 4 1 0 2 10] 21M7 5 0 3 118 21]93 5 0 IN 3 119 n 21756 5 0 1m 19,85] 5 0 3 IW 21306 5 0 3 3 118 n( 15,]80 2 0 3 86 16,9* 2 0 3 93 1]31 2 0 93 3 91 1((0 II]1] 2 0 3 61 12 2 0 3 69 1] 2 0 3 A ] 0 3 69 ] 0 8((0 11,]14 ] 0 3 61914,7%2 3 11 Po 1050 ry 20TH 115 2];91 3 0 3 3 0 3 11] 24535 2pm 3 0 3 119 ]b ] 3 0 1 IN 3 0 1 11] ] 3 0 1 118 M 2]58] 3 0 3 10]MX7MX7 3 0 3 118 24635 3 0 IN 3 119 TVIAIS ]b 21570 3 0 4 106 3 0 4 111 23558 3 0 4 115 ]3M 22327 3 0 4 IN 3 0 4 11] 245]5 3 0 4 119 11M 22A38 3 0 4 INI 3 0 4 115 2 1 3 0 4 116 TIM 22313 3 0 4 IN 3 0 4 II] 2'. 3 0 4 119 1555 23;15 5 0 I 113 5 0 I m 25$® 5 0 I IB 155 23,134 4 0 2 1134 0 2 I22 2 N 4 0 2 IB 15M 233]4 5 0 3 1131 5 0 3 m 25,1W 5 0 3 IB 15W fl31 5 0 4 n2 5 0 4 n1 25332 5 0 4 1a n[ IB 8 2 0 3 892 0 3 96 2 136 2 0 3 97 L((0 1335 2 0 3 E66 2 0 4 ]1 14M 2 0 4 72 R(0 1335 2 0 3 E6 14,796 2 0 4 71 14M 2 0 4 72 0 12% P9 NIW 115 25$]5 3 0 3 IN127�n3 1 3 0 2],501 3 0 3 116 us 25 3 0 4 IN 3 0 2] ]1 3 0 4 116 VIA M5 3 0 3 10] 3 0 28014 3 0 3 116 ]35 moo 3 0 4 1031 3 0 1 2],130 3 0 4 113 ]3M 25 1] 3 0 4 IW 3 0 2] 3 0 4 116 11M 2 1 3 0 4 IM 3 0 I] A 3 0 4 113 TIM 25,602 3 0 4 106 3 0 11,98 3 0 $4119 4 116 1M 266]6 5 0 1 110 5 0 29/W 5 0 1 121 14 2 4 0 2 111 5 0 2 A 5 0 2 121 15M 26.581 5 0 3 110 5 0 29591 5 0 3 IA 15W 26;06 5 0 4 110 5 0 8 298W 5 0 4 IA n( 20 2 0 3 8] 2 2 0 2% 2 0 3 95([0 15719 2 0 4 65 5 2 0 A((0 15719 2 0 4 65 5 2 0 npH 2 0 4 n DW -LED '. LIMUMA Rw11P m 1,648 One Gthonia Way • Conyers, Georyia W2 • PMne:1$ 7(] SEW 153]8) • www.Lth—,mm L/GNT/NG. CX 11 2M A—W B—D9mmy me Al d9nb ,ererred. COMMERCIAL OUT R Performance Data Lumen Output Wman va lua•are hom plw[omNi�inh parbmred inemr6rce wiYi IFSNA IM�Ti%. Data'amrm4aad m ba ragnmletrve dtlw mMgvelimaeMxn, wi1M1'n Yie ylanmallmwdby Li�tiy Fam. Wmaa Yaory br p.�b,marc.dara oaam rca69�nti�rctRw»nM.. Po 90 %0 IO6W 115 W-zw 3 0 3 IN 13,950 3 0 3 133 1458 3 0 0 3 133 II ]b 122M 3 0 3 IR 14MI 3 0 3 134 3 0 d 133 114,1&40 RM 122M 3 0 3 III 13 1 3 0 3 130 13 3 0 3 136 ]35 1186 d 0 d IA 13,754 d 0 d 130 1 d 0 d 131 BM 1;193 d 0 d IN 13,913 d 0 d 132 1410930 d 0 d 136 11M 1979 d 0 d IR 13,945 d 0 d 134 14121 d 0 d 133 1nM 13379 3 0 d III 13315 d 0 d 135 14386 d 0 d IR 1555 133]] 3 0 1 125 3 0 1 135 14513 3 0 1 14 13,960 3 0 1 125 13Nd 3 0 1 135 14365 3 0 145 1 1IM % 1% 154 13 56 d 0 4 145 13 1 d 0 4 135 I d 0 4 18 1W 13,13] 3 0 3 143 13,153 3 0 3 131 141% 3 0 3 135 61[M 3 0 3 3 11,]99 3 0 3 III II,BW 3 0 3 IR 73 0 3 A 87 LM ]069 I 0 3 ]3 Mq 0 3 Po 4 3 0 3 73 M. 3 0 3 d 0 RN 4 d ]] Po 701 %1 13TH 115 16556 1655 3 0 3 141E10AR2 3 0 3 13 130 IWI d 0 d 1% 1796 RS 1691 d 0 d 1403 d 0 d 149 I]95] d 0 d 131 RM 16,758 d 0 d 144 d 0 d 134 d 0 d 1I"al728 ]35 16,75 d 0 d 118 d 0 d m nbN d 0 d IIB N IN ]3M 16,]18 d 0 d 122 d 0 d 132 Ig2]1 d 0 d 133 118 16A2 d 0 d 140] d 0 d 069 17946 d 0 d 131 1nM 16,85] d 0 1 123IkI% d 0 1 133 18389 d 0 1 IN 1555 16,96 d 0 1 IN] d 0 1 133 18518 d 0 1 135 155 16,82 d 0 1 IN3 d 0 132 4 d 0 134 2 19 4 d 0 158 ION 4 0 4 IN d 0 4 134 4 2 133 1M 1665 3 0 3 IR6 5 0 3 18 18,193 5 0 3 133 IN 610 14815 3 0 3 1015 3 0 3 IN 11103 3 0 3 110 1000 9 0 3 744 4 0 3 78 IVR 4 0 3 A 4 d 0 8000 9675 d 0 d 74 1008 d 0 d 4 A Po 1050 %4 20TH 115 22,9964 0 4 111 N53 d 0 d 12 120 25,L91 2W d 0 d m IN 2W 4 0 4 110 MAI 5 0 5 119 99 5 0 5 17 RM 235]] 4 0 4 In 605 d 0 d 121 2V934 d 0 d IN ]35 22563 4 0 4 10] 5 0 5 117 2454M 5 0 5 MAI ]3M 23563 d 0 d 112 d 0 d 121 25,95 d 0 6,961 d IN Ifl 118 22A24 5 0 5 110 xx 5 0 5 119 2 5 0 5 17 Too23519 5 0 5 113 653 5 0 5 122 2559M 5 0 5 IN 1555 ] 5 0 1 113 6531 5 0 1 IN 25,]06 5 0 1 IN 23 155 23 d 0 2 113 6187 d 0 2 122 2 06 d 0 2 IN 158 BX4 5 0 3 113 6,181 5 0 3 144 259) 5 0 3 IN 1563 fl,165165 5 0 1 N194 5 0 1 RI 45,9]1 5 0 1 106 3 610 19 I 4 0 4 ]I] 4 0 4 ILO 2079 4 0 4 101 LM 13,fl4 2 0 3 147% 2 0 4 ]1 14%3 2 0 4 ]2 KM 13,]16 4 0 4 13,]7 4 0 4 ]1 1463 4 0 4 ]4 60 I2% P13 BIW 115 2557 d 0 d ]361 d 0 d 118 4],]63 d 0 4 17 RS 6 4 5 0 5 ] 0i 5 0 5 118 2]550 5 0 5 119 RM 25,]10 4 0 4 ],696 4 0 4 17 48M] 4 0 4 121 25 $Bn 5 0 5 ]® 5 0 5 116 4],144 5 0 5 11] ]3M 6 5 5 0 5 ] 5 0 5 17 4881 5 0 5 121 J93717 118 4 10 5 0 5 ]158 5 0 5 118 5 N 5 0 5 119 418 25,861 5 0 5 8,860 5 0 5 121 M)12 5 0 5 122 1M 26 5 0 1 M06 5 0 1 121 2MII 5 0 1 123 14 2 24 4 0 2 R 19 5 0 2 120 2 IR 5 0 2 122 15M 25,818 5 0 3 RA13 5 0 3 120 28,165 5 0 3 106 IN 25586 5 0 4 8,563 5 0 4 119 2]912 5 0 4 121 610 21 41 1 0 1 06 2 4 0 4 99 215401011000 15,1]0 2 0 1 16}9 2 0 4 ]I 16.59:::52::::1:::00::::1:::44::::R 7(00 15,150 5 0 5 E6 I6,R1 5 0 5 ]1 16.58 5 R DW -LED '. LIMUMA Rw11P m P,7a 8 One Gthonia Way • Conyers, Georyia W2 • PMne:1$ 7(] SEW 937B) • www.Lth-,mm L/GNT/NG. ®m 11 m.o A-1, a-D9mmy m� Al 9914. ,ererred. COMMERCIAL OUTDWR FEATURES & SPECIFICATIONS INTENDED USE Thesleek designof the D-Seres Size 1 reflectisthe embedded high performance LED technology It is ideal for many commercial and munkipal applicatbre, such as parking lots, plazas, campuses, and street5capes. CONSTRUCTION Singlepiecedie-cast aluminum housing has integral heat sink firs to optimize thermal management h rough conductive and convective cooling. Modular design allows for ease of maintenance and future light engine upgrades. The LED drivers are mounted in direct contact with the caning to promote low operating temperature and long life. Housing is completely sealed against moisture and envirnmental contaminants (IP65). Low EPA (101 fe) for optimized pole wind oading. FINISH Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled mu hi -stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in both textu red and non -textured finishes. OPTICS Precision -molded proprietary acrylic lenses are engineered for superior area lighting distribution, uniformity, and pole spacing. Light engines are available in standard 3W0 K 40W K and 5000 K p0 CRp configuraWme The D -Series Size 1 has zero uplight and qualifies as a Nighttime Friendly" product, meaning it is n sistent with the LEER and Green Globes"" criteria for eliminating wasteful upllght. ELECTRICAL Light engine config reform consist of high -efficacy lEDsmounted tomedial- core circuit boards to maximize heat dissipation and promote long IRe (up to L39100,000 hours at 25-Q Class 1 electronic drivers are designed to have a power factor X90%, THD <p%, and an expected life at 1 E hours with <1% failure rate. Easily serviceable 1OkV surge protection device meets a minimum Category C Low operation (per ANSWEEE C62 412)_ STANDARD CONTROLS The DSX1 LED area luminaire has a number of control options. DSX Size 1, comes standard with 0-10V dimming drivers. Dusk todawn controls can be utilaed via optional NEMA twistlockphotocell receptacles. Integrated motion sensors with on board photocells feature fieldadjustableprograming and are suitable for mounting heights up to 30 feet. nLIGHT AIR CONTROLS The DSX1 LED area luminaire is also available with might® AIR for the ultimate in wireless control. This powerful controls platform provides outof-the-box basic motion sensing and ph onoconnrol functionality and is suitable for mounting heights up to 40 feet Once commissioned using a smariphone and the easyAo use CLARITY app, nLlght AIR equipped luminaries can be grouped, resulting in motion sensor and photocell group response without the need for additional equipment. Scheduled dimming with motion sensor over -ride can be achieved when used with the night Eclypse. Additional Information about nLight Air can be found here. INSTALLATION Included mounting block and integral arm facilitate quick and easy installation. Stainless steel bolts fasten the mounting block securely to poles and walls, enabling the D -Sem s Size 1 to withstand note a 3 PIS vibration load rating per ANSI C136.31. The D-Saues Size 1 utilizes the AERIS1 ` series pole drilling pattern (template #3). NEMA phomcontrol receptacle are also available. LISTINGS UL Listed for wet locations. fight engines are IP66 rated; luminaire Is IP65 rated. Rated for 40IC minimum ambient US Patent No. D672,492 S. International patent pending. Designfights COMortium® (DLC) Premium qualified product and DLC qualified product. Not all versions of this product maybe DEC Premium qualified or DEC qualified. Please check the DLC Qualified Products List at is"I QPL to confirm which versions are qualified. International DarkSkyAssociation (IDA) Picture Seal of Approval (FSA) is available for all products on this page utilizing 3000Kcolor temperature only. WARRANTY 5 -year limited warranty. Complete warranty terms located at: www.acultybrandscum/supe Wcustomer-suppoWterms- and -conditions Note: Actual performance may differ as a result of encluser environment and application. Al values are design or typical values, measured under laboratory conditioner at u C. Specificatiore subject to change without notice. DSX1-LED '. L/THON/A Rw11Pum 1,8dB One Gthonia Way • Conyers, Georyia 3]1112 • Phone: 180(,7OSSEW 93I8j • woolllthoniamm L/GNT/NG. ®con-mzo A—n aard ugmmy ms Al dgno evervel COMMERCIALOUTDX)R Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Mai or Modification Pre -Submittal AOOlication E. Exhibit E: Geotechnical Investigation 0 ...mazzetti.com MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408 FEI IfSIINGsINSPfCIION,Ie G hnidE<anmonron krvian Bo Cromelin May 17, 2021 BRFI Gateway, LLC cto Balboa Retail Advisors, LLC 1161 San Vicente Boulevard, Suite 900 Los Angeles, California 90049 Re: Proposed New Walmart Parking Lot Shoppes at Gateway 3000 Gateway Street Springfield, Oregon Subject: Geotechnical Summary Project No. 2215024 Dear Mr. Cromelin: FEI Testing and Inspection, Inc. has completed the requested geotechnical exploration for the proposed new parking area immediately west of the existing Walmart store located near the southwest corner of the Shoppes at Gateway development in Springfield, Oregon. This letter includes a description of our work, a discussion of site conditions and a summary of geotechnical recommendations for design and construction of the proposed new pavements. PROJECT INFORMATION A new paved parking area is being designed at a currently vacant area on the west side of the Walmart store near the intersection of 1-5 and Harlow Road in Springfield, Oregon. The location of the improvements is shown on the attached Site Plan (Figure 1). The development is expected to include minor site grading over the relatively level terrain and paving of most of the area for a new vehicle parking. Truck access is not planned for the new pavements. FEI Testing and Inspection is providing geotechnical engineering services at the request of BRFI Gateway, LLC for the proposed improvements. Our work has included observation of subsurface exploration, geotechnical evaluation and preparation of this summary report. Mazzetti is providing civil design services for the proposed development. FIELD EXPLORATION The field exploration focused on characterization of the upper soils at the site that will be involved in the proposed site grading. Our work at the site was coordinated with Mazzetti who is providing civil design services. We visited the site on April 27, 2021 to observe subsurface explorations. During our visit we conducted a brief surface reconnaissance of This ropod and. enclosed test data is the eanfidenbal properly d the dent to whom it is addressed and pedaina to the opedde process and/.material evaluated. As such, infinnabbn eanlained herein shall nd be roprodueed in part. NI andkr any pail thereof be di sdoaed wiMoul FEI Telling 81nVedkn, Ine.'s wrigen audrndzalkn. the proposed development area. The subsurface exploration included digging three test pits using a rubber -tired backhoe. The approximate locations of the test pits are shown on the attached Site Plan (Figure 1). The test pits were advanced to a maximum depth of ±4 feet. The soil profiles in each test pit were logged and samples were collected from some locations. The test pits were backfilled with excavated material and the surface graded relatively smooth. Infiltration testing was considered at the site to accommodate some of the storm water. However, our exploration encountered silt and clay with medium plasticity at the depth of interest. Our experience in the area suggests that these soils have poor infiltration with measured infiltration rates that are typically 0.1 inch/hour or less. Therefore, we did not complete infiltration testing. The soil profiles are summarized on the narrative test pit logs attached in Appendix B. Our surface and subsurface observations are summarized in the following sections. SITE CONDITIONS Surface Conditions: The bulk of the parcel is close to the existing pavement grades to the north and east. Grades slope down toward 1-5 at the west side of the site and a storm basin is located further north of improvement area. Embankment fill associated with the Harlow Road overpass is present south of the new parking lot. The bulk of the parcel is gavel covered with scattered grass and brush. Blackberries are present along the west boundary of the improvements. Subsurface Conditions: Subsurface conditions were evaluated using the test pit explorations. The approximate test pit locations are shown on the Site Plan (Figure 1). Water infiltration was not observed in any of the excavations. However, wetter soil conditions were noted below the existing granular fill. Individual test pit summaries for the exploration completed are attached. Subsurface conditions observed at the site as part of our field exploration typically included the following strata: Granular FILL. Granular fill material is present throughout the parcel. The upper 4 to 8 inches of the material includes more silt and abundant fine roots. However, the bulk of the granular fill consists of loose to medium dense sandy gravel with some silt and scattered debris (concrete fragments). The gravel is typically 3% inch minus crushed rock, but the exploration also encountered larger rounded gravel as well as uniform, fine, rounded gravel. The granular fill extends to depths of 1.8 to 2.3 feet across the site. Clayey Silt. The upper granular fill grades to medium stiff clayey silt. The stratum included rounded gravel at the location of TP -1. The silt is typically brown, moist and has medium plasticity. The clayey silt appears to represent the native alluvium at the site. Proposed New Walmad Parking Lot May 17, 2021 Shoppes at Gateway Pncietl No. 2215024 Springfield, Oregon 2. DISCUSION OF GEOTECHNICAL CONSIDERATIONS The site terrain suggest that the parking development will require only minor grading. Finished site grades are expected to be relatively close to the existing site grades with permanent cut and fill depths expected to be less than 2 feet. Based on the anticipated earthwork and granular fill in the upper portion of the soil profile, we have assumed that finished grades will be at or above existing grades to utilize the existing granular fill as a subbase layer. Weather Conditions: Development of the site is expected to include site grading using on-site materials. The use of on-site granular fill will only be more practical during dry weather conditions. Additionally, the underlaying clayey silt will be more susceptible to excessive deflection and pumping under heavy construction traffic during wet weather conditions at the site. Therefore, construction of the new pavements should be scheduled for dry weather months, if practical. General Earthwork and Pavements: Site preparation work is expected to include removal of the upper portion of the surface material that contains the bulk of the organics. We anticipate that the stripping would remove the upper 4 inches of the fill and surface vegetation. Deeper stripping may be required in the area of blackberries along the west edge of the site. In addition, we anticipate that the site preparation work will require removal of any debris or high plastic clay soils from required excavations. We anticipate that all unsuitable soils will be hauled from the site for disposal. The site preparation in all areas that are close to required subgrades or require fill should include moisture conditioning and compaction of the upper 12 inches of the exposed granular fill. We have assumed that the new parking lot subgrade will typically consist of the existing granular fill that is at least 12 inches thick. Areas of deeper excavation are expected to require use of a full thickness of aggregate base over a separation geotextile. The pavement areas will need to support construction equipment throughout site grading and construction of utilities. Therefore, we anticipate that the existing granular fill would be used for construction access. The existing granular fill should be compacted using a large vibratory roller and proof rolled using a loaded 12 cubic yard dump truck to identify any areas of soft or yielding subgrade. New vehicle parking pavements constructed over the stable granular fill should include a leveling course of 6 inches of aggregate base to support the new asphalt surface. CONCLUSIONS AND RECOMMENDATIONS Based on our observations, knowledge of the site and the proposed improvements, FEI Testing and Inspection believes that it will be practical to construct the proposed infrastructure improvements using typical construction methods. We understand that the improvements will be scheduled for construction during summer months. We have Proposed New Walmad Parking Lot May 17, 2021 Shoppes at Gateway Pncietl No. 2215024 Springfield, Oregon 3. provided the following recommendations for design and construction of the improvements. Materials: 1. Aggregate base as defined in this report should consist of 3/ or 1 -inch minus, well graded crushed rock. The rock should be relatively clean with less than 5% (by weight) passing the #200 sieve. 2. Stabilization rock, if required, should consist of clean, angular, 3 -inch crushed rock. Stabilization rock should contain less than 2% (by weight) passing the #200 sieve. Use of an open -graded rock may be required for stabilization in wet, lower lying areas during late spring or early summer months. 3. Suitable on-site soils should consist of gravel soils from the upper ±2 feet of required excavations that do not contain sod, significant organic materials, or debris. The suitable on-site soils are expected to include variable mixtures of sand and gravel with some silt. 4. Stripping includes organic soils that are expected in the upper ±3 to 4 inches of the soil profile across most of the site. The surface vegetation should be stripped from the development area and hauled from the site. 5. Compaction of existing granular fill, aggregate base or stabilization rock should be completed using a vibratory smooth drum roller. The lift thickness may need to be adjusted based on the compaction equipment being used. We recommend that the backfill and compaction procedure be documented and evaluated by the engineer during the initial work to develop the required procedure. 6. Compact and document all suitable on-site soils, aggregate base and stabilization rock for structural fill at the site. Compaction of all structural fill should be completed to at least 95% according to ASTM D 698. Placement and compaction of structural fill should be completed using loose lifts no greater than 8 inches thick, unless specified otherwise. Field density testing and observation of placement and compaction procedure should be conducted on all structural fill to document proper compaction at regular intervals throughout the work. Pavement Construction: 7. Conduct earthwork at the site during dry weather conditions. On-site soils are moisture sensitive and expected to be over optimum moisture levels into the late spring and early summer months. 8. Proof roll the compacted granular fill subgrade using a loaded 12 cubic yard dump truck. Areas of excessive deflection or rutting should be identified and either reprocessed and recompacted or excavated and replaced with aggregate base. 9. If the base is expected to support construction traffic during late fall months a thicker section should be considered. We recommend that the anticipated construction schedule and required base section be reevaluated once the construction schedule is known. Proposed New Walmad Parking Lot May 17, 2021 Shoppes at Gateway Pncietl No. 2215024 Springfield, Oregon 4. 10.Use of an aggregate base layer thickness of 6 inches may be considered for portions of the work that are constructed over 12 inches of the existing granular fill that is stable and approved during proof rolling. If areas of clayey silt subgrade are encountered in the work we recommend that a separation geotextile be placed over the firm, relatively undisturbed soils. A minimum of 12 inches of aggregate base should be used in the new pavement areas constructed over the soil subgrade. 11.Field density testing should be completed on the aggregate base to verify adequate compaction prior to paving. All aggregate base should be moisture conditioned to near optimum moisture and compacted using a smooth drum, vibratory roller. The aggregate base should be compacted to 95% relative compaction according to ASTM D 698. LIMITATIONS OF THIS REPORT The analysis, conclusions and recommendations contained herein assume that the soil conditions and ground water levels encountered in the test pits are representative of overall site conditions. Additional geotechnical design and construction recommendations may be required during final design of the improvements. The above recommendations assume that we will be present during construction to confirm the assumed foundation and subgrade conditions. We will assume no responsibility or liability for any engineering judgment, inspection or testing performed by others. Our work was performed for the exclusive use by BRFI Gateway, LLC and their design consultants for the proposed new Walmart Parking Lot at the Shoppes at Gateway in Springfield, Oregon. FEI Testing and Inspection, Inc. performed our work in accordance with generally accepted professional geotechnical engineering practices in similar locations. Our services do not include any survey or assessment of potential contamination or contamination of the soil or ground water by hazardous or toxic substances. No other warranty, expressed or implied, is made. We trust this information meets your current needs. It has been a pleasure assisting you with this phase of your project. Please call if you have any questions or need additional assistance. Sincerely, FEI Testing an ,Inspection, Inc. Mel McCracken, PE, GE Geotechnical Engineer Attachments: Figure 1. Site Plan Narrative Test Pit Logs (3 pages) Geoff Larsen, PE, Mazzetti EXPIRES 121-911202 Proposed New Walmart Parking Lot May 17, 2021 Shopper; at Gateway Project N. 2215024 Springfield, Oregon 5. Figure 1. Site Plan Proposed Walmart Parking Lot Shoppes at Gateway 3000 Gateway Street Springfield, Oregon Improvements May 17, 2021 Page 1 of 3 Geotechnical Summary New Walmart Parking Lot Shoppes at Gateway Springfield, Oregon NARRATIVE TEST HOLE SUMMARIES Logged on April 27, 2021 Test Pit: TP -1 Depth (feet) . Material Description Notes/Sampling 0.0 to 0.3 Loose silty GRAVEL with some organics; _ Scattered grass at surface. dark brown, dry, crushed rock, fine roots, 0.3 to 1.8 Medium dense sandy GRAVEL with some silt, grey, dry, primarily 3/ inch minus crushed rock with some rounded gravel to 1.8 to 3.7 _ Medium stiff gravelly SILT with some _ No ground water infiltration sand and trace clay; brown, moist, _ observed. _ New Walmart Parking Lot Geotechnical Summary Shoppes at Gateway Project Ab. 2215024 Springfield, Oregon May 17, 2021 Page 2 of 3 Test Pit: TP -2 Depth (feet) - Material Description Notes/Sampling 0.0 to 0.7 _ Loose GRAVEL with some silt and _ Scattered grass at surface. organics; grey, dry, 3/8 -inch, open- _ _ graded rounded gravel fine roots, (fill).i 0.7 to 2.3 Medium dense sandy GRAVEL with trace '.... silt and debris; grey and brown, slightly '.... moist, primarily 1 -inch minus crushed rock with some rounded gravel to 6 inches, scattered concrete fragments (fill) 2.3 to 3.7 . Medium stiff clayey SILT with some _ No ground water infiltration organics; dark brown, moist, medium observed. plasticity, (alluvium). New Walmart Parking Lot Geotechnical Summary Shoppes at Gateway Project Ab. 2215024 Springfield, Oregon May 17, 2021 Page 3 of 3 Test Pit: TP -3 Depth (feet) - Material Description Notes/Sampling 0.0 to 0.5 Soft SILT with some organics, dark Scattered grass at surface. brown dry, friable fine roots, (fill). 0.5 to 2.0 _ Medium dense silty GRAVEL with trace sand, brown, slightly moist, rounded 2.0 to 3.9 Medium stiff clayey SILT with trace sand; _ No ground water infiltration dark brown, moist, medium plasticity, _ observed. New Walmart Parking Lot Geotechnical Summary Shoppes at Gateway Project Ab. 2215024 Springfield, Oregon Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Mai or Modification Pre -Submittal AOOlication F. Exhibit F: Stormwater Management Summary 0 ...mazzetti.com MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408 Memorandum To: Bo Cromelin May 18, 2021 Company: BRFI Gateway, LLC From: Geoff Larsen Subject: Shoppes at Gateway Southwest Parking Lot Addition Stormwater Management Summary Summary: This memo provides a broad -level summary of the existing stormwater systems within the Shoppes at Gateway site and the proposed stormwater management approach for the proposed parking expansion at the southwest corner of the site. The following provides an overview of the existing public stormwater infrastructure, existing private stormwater infrastructure, and the existing and proposed stormwater management systems on the site. Existing Public Stormvvater Infrastructure: There are several public stormwater mainlines extending within easements through the site. These mainlines convey stormwater runoff from public roadways and are summarized as follows: • Northern System: A public mainline (24" and 42") extends along the northly edge of the site in an east -to -west direction, discharging to the public open channel along the western edge of the site. This system conveys drainage from Gateway Street and Gateway Loop. • Southwestern System: A public mainline (42"48") enters the eastern edge of the site near the LTD bus station and extends south and west, following the ring road, to discharge to the southern end of the public open channel at the west side of the site. This system coveys drainage from Gateway Street and the residential neighborhood to the east of the site, surrounding Oakdale Avenue. • Southern System: A public mainline (42") enters the site at the intersection of Harlow Road and Beverly Street and extends through the site in a westerly direction (south of Walmart) to discharge to the 60" mainline at the south west corner of the site. This system conveys drainage from Harlow Road and Beverly Street. • Western System: There is a public open drainage channel extending along the western edge of the site, flowing north -to -south. The Northern, Southwestern, and Southern systems noted above outfall to this channel. The public open drainage channel is designated as a wetland. The channel transitions to a 60" pipe near the southern end of the site and continues to the south under Harlow Road. Existing Private Stormvvater Infrastructure Stormwater runoff from the majority of existing development site is collected through a closed -pipe system, draining to the public open channel located along the west perimeter of the site (Western System, as noted above). There are (3) 24" outfalls to the public open channel conveying runoff from the western side of the site and there are (2) 48" outfalls conveying runoff from the eastem, southern, and northern sides of the site. In addition to the closed -pipe drainage system, a large area of existing parking lot along the western edge of the site sheet drains to the west edge of the parking lot and discharges to the public open channel through a series of curb openings and rock lined channels. ` w rnazzetti.com T 541.686.8478 MAZZETTI BHEGroup 940 Willamette Street, Suite 310, Eugene, OR 97401 Existing Stormwater Management Stormwater management improvements have been made to the site over the course of redevelopment. At present it is estimated that roughly 20%-30% of the site receives vegetated stormwater treatment. The following is a summary of the key improvements that have been made to the site: • Double Chamber Catch Basins and Filter Insertsd Many of the catch basins throughout the site have been retrofitted with double chambered catch basins and/or filter inserts. • Buffalo WIId Wings Swale Runoff from the northern part of the Buffalo Wlld Wings parking lot is managed by an infiltration rain garden located between the parking lot and the entrance drive to the north. • Walmart Parking Lot Rain Gardens / Swales: Runoff from the majority of the Walmart parking lot is managed with one of two rain gardens within the parking lot. • Eastern Parking Lot Rain Gardens: In 2015, a large part of the eastern parking lot was redeveloped. Runoff from the majority of this redeveloped parking lot is managed in a series of infiltration rain gardens integrated with the parking lot landscaping. • Western Outfall Improvements: As part of the 2015 redevelopment project, the outfalls at the western edge of the site improved to. The improvements consisted of creating shallow vegetated forebays to enhance sedimentation and improve water quality. These enhancements were not designed improve sedimentation but were not designed to provide treatment of the upstream contributing area. Proposed Stormwater Management for the Southwest Parking Lot Addition Stormwater runoff from the majority of the proposed redevelopment area at the southwest corner of the site will be managed as follows: • Stormwater Quantity: The proposed development will result in an increase in the overall impervious surface within the project limits and will therefore increase the overall stormwater runoff generated from the development area. The public storm drain that the development area will discharge to is 48" in diameter. Per coordination with City Staff on the previous redevelopment effort at the site, stormwater quantity control is not required for this site. Stormwater Treatment: The proposed development will include vegetated stormwater treatment improvements, which will include vegetated rain gardens located at east, west, and north sides of the proposed parking lot area. These rain gardens will receive drainage from the majority of the total new or redeveloped vehicular non -building roof area. Where setback requirements from property lines cannot be met, underdrains and impermeable liners will be installed to prevent infiltration. The proposed stormwater treatment facilities will be designed to meet the requirements of the City's stormwater quality standards presented in Chapter 3 of the Engineering Design Standards and Procedures Manual (EDSP). • Stormwater Point Source Pollution Control: The proposed development will not include any of the activities listed under EDSP 3.02.4.A for point source pollution control. G?Eugene\P jects\MMSP UG]-Shoppes at Gateway ADA and Parking Stud ADS Disciplines\Ci NI -and UseISPRM Pre -Application DooumentskF ibits\�ibit F-Stamwater Management Sum marAStormwater Management SUmmary.do axacrcup eneineenne l SuneNns l c n•lang Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Mai or Modification Pre -Submittal Application G. Exhibit G: Stormwater Scoping Sheet 0 ...mazzetti.com MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408 DEVELOPMENT AND PUBLIC WORKS SPRINGFIELD OY 225 FIFTH STREET OREGON SPRINGFIELD, OR 87477 PHONE: 541.726.3753 FAX: 541.726.1021 mmspringfialdorgov STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK ------ -------------- _(Area below this Mnefdkdaid by Appheat)-------- ------- (Please return to Clayton diRachern @ City of5pring field Developnent and Public Works, Fax # 736-1021, Phone # 736-1036), email: cmceachern@springfieldor.gov Project Name: Shoppes at Gateway—Parking Applicant: Geoff Larsen, PE Assessors Parcel #: Map 17032200, Lot 2305 Date: 5/18/2021 Land Use(s): Supermarket Phone #: 503-601-5968 Project Size (Acres): 1 Fax #: Approx. Impervious Area: 28,000 SF Email: GLmen@mazzeLti.com Project Description (Include a copy of Assessor's map): Project includes expanding the parking lot on the west side of the Walmart Neighborhood Market building to add 92 compact parking spaces to the overall mall complex. Preliminary drawings and a copy of the Assessor's map is included as an Exhibit to the pre -submittal narrative. Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary: Runoff from the proposed development will be piped to the existing private storm drain system on-site, which ultimately discharges to two 60" public storm pipes that nrr south from the local wetlands along I-5 and under Harlow Road. Refer to the included C300 Site Utility and Lighting Plan for additional information on the proposed stomr connections. Proposed Stormwater Best Management Practices: The project will include several filtration rain gardens to manage runoff from the majority of new impervious surface, and some existing impervious surface. A more detailed summary of the proposed storte water management approach is included in the pre -submittal package. /Area below Hdr tine filled outbv the City aadRebuned k theAaabeand (At a nuninum; all boxes checked by the City on tie front ad back ofthis sheet shall be subnutted or an application to be conipletefor subnutteg although other requireasnas inay, be necess Drainage Study Tyne (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@spnngfek1-or gov, FAX.." (541) 7361021 COMPLETE STUDY ITEMS ° Bared upon the infornmtionprovided on tie front ofthir sheet, tie following represents a numinunn of what it needed far on application to be complete for submittal with respect to drainage; however, this Inst should not be used in lieu ofthe Springfield Development Cock (SDC) or the City's Engineering Design Manual. Compliance with these requirennents does not constitute site approval, Additional site specific information nmy be required Note: Upon scoping sheet subnuteg ensure completed fornn has been signed in the space provided belmv: 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 Minimum pipe cover shall be 18 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or Private stormwater easements shall be clearly depicted on plans when private stormvater flows from one property to media) for stops waster quality. Additionally, a minimum of 50% of the NBR impervious surface shall be treated by proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 80,000 lb load another. vegetated methods. ❑ ❑ Where required, vegetative stormvater design shall be consistent with design standards (EDSPM Section 3.02), set forth Manning's "n" values for pipes shall be consistentwith Table 4-1 of the EDSP. All storm pipes shall be designed to residential building roofs (EDSP Section 3.03A A). Additional provisions apply to this as required by the DEQ. Refer to in Chapter 2 of the Eugene Ster swater Management Manual. ❑ ❑ For newNBR impervious area less than 15,000 square feet, a simplified design approach may be followed as specified Detention ponds shall be designed to limit runoff to pre -development rates for the 2 through 25 -year storm events. by the Eugene Stonmvater Management Manual (Sec2.4.1). ❑ ❑ If a ston rwater treatment smile is proposed, submit calculations/specifications for sizing, velocity, flow, side slopes, *IMPORTANT ENC/NEER PLE4SEREAD BELOWAND SIGN' 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. ❑El All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall be provided with secondary containment orweather resistant enclosure. General Study Requirements EDSPM Section 4.03 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 study map. Calculations shmving system capacity for a 2 -year stone event and overflow effects of a 25 -year storm event The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins. Review ofDownstrenm System EDSPM Section 4.03.4.0 ❑ ❑ 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. Other/Miscellaneous ❑ Design of Storm Systems (EDSPM Section 4.04). Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set. drains. ❑ Minimum pipe cover shall be 18 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or Private stormwater easements shall be clearly depicted on plans when private stormvater flows from one property to proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 80,000 lb load another. ❑ without failure of the pipe structure. Drywells shall not receive runoff from any surface w/o being treated by one or more BMPs, with the exception of Manning's "n" values for pipes shall be consistentwith Table 4-1 of the EDSP. All storm pipes shall be designed to Other/Miscellaneous ❑ ❑ 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 stormvater 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: htto:/lwww..deo.state.or.us/Wa/uic/iic.htm for more information. Detention ponds shall be designed to limit runoff to pre -development rates for the 2 through 25 -year storm events. *Thisform shall be hasluded as cm Ntachmesq tuide 1hefront cover, ofihe sinrmuvder study. *IMPORTANT ENC/NEER PLE4SEREAD BELOWAND SIGN' As the engineer of record, I hereby certify the above required items are complete and included with the submitted stormvater study and plan set. Signature Date Form Version 5: June 2015 Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Mai or Modification Pre -Submittal AOOlication H. Exhibit H: ALTA Survey 0 ...mazzetti.com MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408 Wr: BEGINNING AT A POINT ON THE EAST LINE OF INTERSTATE FIVE, SAID POINT BEING 600.0 FEET NORTH 04' 40' 04" EAST FROM THE NORTHWEST CORNER OF THAT CERTAIN TRACT OF LAND DESCRIBED IN AMENDMENT TO CONTRACT BETWEEN ANNA BOYD DAMS REED, SELLER AND STAFF JENNINGS. INC., BUYER, SAID AMENDMENT BEING RECORDED JULY 20, 1971, REEL 541, RECEPTION NO. 55588, OFFICIAL RECORDS OF LANE COUNTY, OREGON, AND SAID BEGINNING POINT BEING MORE PARTICULARLY DESCRIBED AS BEING 125.69 FEET NORTH 00' 04' WEST AND 564.27 FEET SOUTH 68' 40' WEST AND 619.49 FEET WEST AND 600.0 FEET NORTH 04' 40' 04" EAST FROM THE SOUTHWEST CORNER OF THE W. M. STEVENS DONATION LAND CLAIM NO. 46, SECTION 22, TOWNSHIP 17 SOUTH, RANGE 03 WEST OF THE WILLAMETTE MERIDIAN, LANE COUNTY, OREGON, RUNNING THENCE NORTH 04' 40' 04" EAST ALONG THE EAST LINE OF INTERSTATE 5 A DISTANCE OF 1360.7 FEET TO THE SOUTHWEST CORNER OF THAT, CERTAIN TRACT OF LAND CONVEYED IN TRACT II TO CALEF PROPERTIES BY DEED RECORDED NOVEMBER 4, 1971, RECEPTION NO. 71503, OFFICIAL RECORDS OF LANE COUNTY, OREGON; THENCE SOUTH 89' 50' EAST 983.66 FEET TO A POINT ON THE WEST UNE OF STEVENS DONATION LAND CLAIM, THENCE NORTH 00' 04' WEST ALONG THE WEST UNE OF SAID STEVENS DONATION LAND CLAIM 278.19 FEET, THENCE NORTH 89' 45' 20" EAST 287.16 FEET TO A POINT ON THE WESTERLY LINE OF GATEWAY STREET; THENCE SOUTH 04' 55' 44" WEST ALONG THE WEST LINE OF GATEWAY STREET 1064.03 FEET; THENCE ALONG THE WEST LINE OF GATEWAY STREET ON THE ARC OF A 2904.79 FOOT RADIUS CURVE LEFT (THE LONG CHORD OF WHICH BEARS SOUTH 02' 28' 36" WEST 248.63 FEET) A DISTANCE OF 248.70 FEET; THENCE LEAVING THE WEST LINE OF SAID GATEWAY STREET SOUTH 65' 40' WEST 889.63 FEET; THENCE WEST 450.0 FEET TO THE PLACE OF BEGINNING. BEGINNING AT A POINT ON THE NORTH LINE OF THAT CERTAIN TRACT OF LAND DESCRIBED IN AMENDMENT TO CONTRACT BETWEEN ANNA BOYD DAVIS REED, SELLER AND STAFF JENNINGS. INC., BUYER, SAID AMENDMENT BEING RECORDED JULY 20, 1971, REEL 541, RECEPTION NO. 55588, OFFICIAL RECORDS OF LANE COUNTY, OREGON; SAID POINT BEING ON THE WEST LINE OF THE W. M. STEVENS DONATION LAND CLAIM NO. 46, SECTION 22, TOWNSHIP 17 SOUTH, RANGE 03 WEST OF THE WILLAMETTE MERIDIAN, LANE COUNTY, OREGON 125.69 FEET NORTH GO' 04' WEST FROM THE SOUTHWEST CORNER OF SAID STEVENS DONATION LAND CLAIM; RUNNING THENCE SOUTH 68' 40' WEST 564.27 FEET; THENCE WEST 619.49 FEET TO A POINT ON THE EAST LINE OF INTERSTATE FIVE; THENCE NORTH 00' 40' 04" EAST ALONG THE EAST LINE OF INTERSTATE FIVE A DISTANCE OF 600.0 FEET; THENCE EAST 450.0 FEET; THENCE NORTH 6B' 40' EAST 889.63 FEET TO THE WEST LINE OF GATEWAY STREET; THENCE SOUTHERLY ALONG THE WESTERLY LINE OF GATEWAY STREET TO A POINT MARKING THE NORTHEAST CORNER OF THE ABOVE MENTIONED STAFF JENNINGS, INC., TRACT, THENCE SOUTH 68' 40' WEST 267.08 FEET TO THE PLACE OF BEGINNING. PARCEL III A PARCEL OF LAND IN SECTION 22, TOWNSHIP 17 SOUTH, RANGE 3 WEST OF THE WILLAMETTE MERIDIAN, IN THE CITY OF SPRINGFIELD, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF THE WILLIAM STEVENS DONATOIH LAND CLAIM NO. 46, TOWNSHIP 17 SOUTH, RANGE 3 WEST OF THE WILLAMETTE MERIDIAN, 1498.38 FEET SOUTH 0' 04' EAST FROM THE NORTHWEST CORNER OF SAID DONATION LAND CLAIM NO. 46; THENCE SOUTH 0' 04' EAST 211.69 FEET ALONG SAID WEST LINE; THENCE SOUTH 89' 49' 20" WEST 834.94 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF INTERSTATE 5; THENCE SOUTH 4' 40' WEST 1422.55 FEET ALONG SAID EASTERLY RIGHT OF WAY UNE OF INTERSTATE 5 TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING SOUTH 4' 40' WEST 378.96 FEET ALONG SAID RIGHT OF WAY UNE; THENCE SOUTH 89' 50' EAST 983.66 FEET TO A POINT ON THE WEST LINE OF SAID DONATION LAND CLAIM NO. 46, NORTH 0' 04' WEST, 1870.77 FEET FROM THE SOUTHWEST CORNER OF SAID DONATION LAND CLAIM NO. 46; THENCE NORTH 0'04' WEST 278.19 FEET ALONG SAID WEST UNE; THENCE NORTH 89' 45' 20" EAST 287.16 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF GATEWAY STREET; THENCE NORTH 4' 56' EAST 106.93 FEET ALONG THE WESTERLY RIGHT OF WAY UNE OF GATEWAY STREET TO A POINT WHICH BEARS NORTH 89' 45' 20" EAST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 89' 45' 20" WEST 1248.92 FEET TO THE TRUE POINT OF BEGINNING, IN LANE COUNTY, OREGON. PARCEL IV BEGINNING AT A POINT BEING NORTH 0' 04' 00" WEST 125.69 FEET AND SOUTH 68' 40' 00" WEST 369.59 FEET FROM THE SOUTHWEST CORNER OF THE W. M. STEVENS DONATION LAND CLAIM NO. 46, IN SECTION 22, TOWNSHIP 17 SOUTH, RANGE 3 WEST OF THE WILLAMETTE MERIDIAN; SAID POINT BEING ON THE WESTERLY MARGIN OF BEVERLY STREET, THENCE ALONG SAID MARGIN SOUTH 21' 20' 00" EAST 291.02 FEET TO THE NORTHERLY MARGIN OF HARLOW ROAD; THENCE LEAVING SAID WESTERLY MARGIN ALONG THE NORTHERLY MARGIN, ALONG THE ARC OF A 2819.79 FOOT—RADIUS CURVE TO THE RIGHT (TIE CHORD OF MICH CURVE BEARS SOUTH 73' 17' 16" WEST 296.53 FEET) A DISTANCE OF 296.67 FEET; THENCE CONTINUING ALONG SAID MARGIN SOUTH 76' 25' 34" WEST 73.40 FEET; THENCE CONTINUING ALONG SAID MARGIN SOUTH 89' 22' 51" WEST 576.88 FEET TO THE EASTERLY MARGIN OF INTERSTATE 5; THENCE LEAVING SAID NORTHERLY MARGIN ALONG THE EASTERLY MARGIN NORTH 4' 41' 18" EAST 310.02 FEET; TO THE SOUTHWEST CORNER OF THAT CERTAIN PARCEL CONVEYED TO GATEWAY MALL LIMITED PARTNERSHIP, A SOUTH DAKOTA PARTNERSHIP BY INSTRUMENT RECORDED UNDER RECEPTION NO. 88- 12552 OFFICIAL RECORDS, LANE COUNTY, OREGON; THENCE LEAVING SAID EASTERLY MARGIN EAST ALONG THE SOUTH LINE OF AFORESAID GATEWAY MALL LIMITED PARTNERSHIP PROPERTY. EXCEPT THEREFROM THAT PORTION CONVEYED TO DAYTON HUDSON CORPORATION, A MINNESOTA CORPORATION, BY DEED RECORDED MARCH 13, 1990, RECORDER'S RECEPTION NO. 90-11882, LANE COUNTY OREGON OFFICIAL RECORDS, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT BEING NORTH 559.08 FEET AND WEST 883.78 FEET FROM THE SOUTHWEST CORNER OF THE W. M. STEVENS DONATION LAND CLAIM NO. 46, IN SECTION 22, TOWNSHIP 17 SOUTH, RANGE 3 WEST OF THE WILLAMETTE MERIDIAN; THENCE SOUTH 55 DEGREES 20' 00" EAST 192.50 FEET; THENCE SOUTH 4 DEGREES 40' GO" WEST 146.92 FEET; THENCE SOUTH 85 DEGREES 20' 00" EAST 178.76 FEET; THENCE NORTH 4 DEGREES 40' 00" EAST 4.85 FEET; THENCE SOUTH 85 DEGREES 20' 00" EAST 35.78 FEET; THENCE NORTH 34 DEGREES 39' 03" EAST 84.36 FEET; THENCE SOUTH 85 DEGREES 20' 00" EAST 429.71 FEET; THENCE SOUTH 4 DEGREES 21' 29" EAST 65.26 FEET; THENCE ALONG THE ARC OF A 228.00 FOOT RADIUS CURVE TO THE RIGHT (THE CHORD OF WHICH CURVE BEARS SOUTH 32 DEGREES 09' 15" WEST 271.32 FEET) A DISTANCE OF 290.59 FEET; THENCE SOUTH 68 DEGREES 40' 00" WEST 166.75 FEET; THENCE SOUTH 21 DEGREES 20' 00" EAST 54.00 FEET; THENCE SOUTH 68 DEGREES 40' 00" WEST 60.00 FEET; THENCE NORTH 21 DEGREES 20' 00" WEST 54.00 FEET; THENCE SOUTH 68 DEGREES 40' 00" WEST 217.49 FEET; THENCE WEST 365.85 FEET; THENCE NORTH 4 DEGREES 40' 00" EAST 598.65 FEET TO THE POINT OF BEGINNING, IN LANE COUNTY, OREGON. ALSO EXCEPTING THEREFROM THAT PORTION DESCRIBED IN GENERAL JUDGMENT RECORDED APRIL 6, 2007, RECEPTION NO. 2007-022874, OFFlCIAL RECORDS OF LANE COUNTY, OREGON. ALSO EXCEPT THEREFROM THAT PORTION CONVEYED TO CITY OF SPRINGFIELD FOR PUBLIC ROAD BY BARGAIN AND SALE DEED RECORDED OCTOBER 9, 2008, DOCUMENT NO. 2008-056324, LANE COUNTY RECORDS ALSO EXCEPTING THEREFROM THAT PORTION DESCRIBED IN BARGAIN AND SALE DEED RECORDED MARCH 8, 1990, RECEPTION NO. 90-11194, OFFICIAL RECORDS OF LANE COUNTY, OREGON. (TAX LOT NUMBERS 17-03-22-00-02109, 17-03-22-00-02200, 17-03-22-00-02218, 17-03-22- 00-02219, 17-03-22-00-02300 AND 17-03-22-00-02305) THE ABOVE DESCRIBED LAND ALSO BEING KNOWN AS: BEGINNING AT A POINT NORTH 00 DEGREES 04' 00" WEST A DISTANCE OF 125.69 FEET FROM THE SOUTHWEST CORNER OF THE W.M. STEVENS DONATION LAND CLAIM NO. 46, IN SECTION 22, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN; THENCE SOUTH 68 DEGREES 40' 00" WEST A DISTANCE OF 369.62 FEET TO THE WESTERLY RIGHT—OF—WAY OF BEVERLY STREET; THENCE SOUTH 21 DEGREES 20' 00" EAST ALONG SAID WESTERLY RIGHT—OF—WAY A DISTANCE OF 291.02 FEET TO THE NORTHERLY RIGHT—OF—WAY OF HARLOW ROAD; THENCE ALONG THE NORTHERLY RIGHT—OF—WAY OF HARLOW ROAD ALONG THE ARC OF A 2819.79 FOOT RADIUS CURVE RIGHT (THE CHORD OF WHICH BEARS SOUTH 73 DEGREES 19' 13" WEST A DISTANCE OF 296.53 FEET) A DISTANCE OF 296.67 FEET; THENCE CONTINUING ALONG SAID NORTHERLY RIGHT—OF—WAY, SOUTH 76 DEGREES 25' 57" WEST A DISTANCE OF 73.46 FEET; THENCE CONTINUING ALONG SAID NORTHERLY RIGHT—OF—WAY SOUTH 89 DEGREES 22' 51" WEST A DISTANCE OF 576.60 FEET TO THE EASTERLY RIGHT—OF—WAY OF INTERSTATE 5; THENCE NORTH 04 DEGREES 41' 34" EAST ALONG SAID EASTERLY RIGHT—OF— WAY A DISTANCE OF 2647.83 FEET TO THE SOUTHWEST CORNER OF THAT PARCEL DESCRIBED ON REEL 1139, RECEPTION NO. 81 24247; THENCE LEAVING SAID EASTERLY RIGHT—OF—WAY NORTH 89 DEGREES 46' 54" EAST ALONG THE SOUTH LINE AND EXTENSION THEREOF OF SAID PARCEL, A DISTANCE OF 1249.20 FEET TO THE WESTERLY RIGHT—OF—WAY OF GATEWAY STREET; THENCE ALONG SAID WESTERLY RIGHT—OF—WAY THE FOLLOWING COURSES AND DISTANCES: ALONG THE ARC OF A 53.0 FOOT RADIUS CURVE RIGHT (THE CHORD OF WHICH BEARS SOUTH 15 DEGREES 55' 15" WEST A DISTANCE OF 20.14 FEET) A DISTANCE OF 20.27 FEET; THENCE ALONG THE ARC OF A 127.0 FOOT RADIUS CURVE LEFT (THE CHORD OF WHICH BEARS SOUTH 15 DEGREES 55' 15" WEST A DISTANCE OF 48.27 FEET) A DISTANCE OF 48.56 FEET; THENCE SOUTH 04 DEGREES 57' 57" WEST A DISTANCE OF 148.74 FEET; THENCE SOUTH 26 DEGREES 54' 23" WEST A DISTANCE OF 32.12 FEET; THENCE SOUTH 04 DEGREES 57' 57" WEST A DISTANCE OF 85.15 FEET; THENCE SOUTH 27 DEGREES 39' 44" EAST A DISTANCE OF 46.37 FEET; THENCE SOUTH 04 DEGREES 57' 57" WEST A DISTANCE OF 800.07 FEET TO THE POINT OF CURVATURE OF A 2904.93 FOOT RADIUS CURVE LEFT; THENCE ALONG THE ARC OF SAID CURVE (THE CHORD OF WHICH BEARS SOUTH 02 DEGREES 46' 21" WEST A DISTANCE OF 222.48 FEET) A DISTANCE OF 222.53 FEET; THENCE ALONG THE ARC OF A 53.0 FOOT RADIUS CURVE RIGHT (THE CHORD OF WHICH BEARS SOUTH 11 DEGREES 12' 04" WEST A DISTANCE OF 19.54 FEET) A DISTANCE OF 19.66 FEET; THENCE ALONG THE ARC OF A 127.0 FOOT RADIUS CURVE LEFT (THE CHORD OF WHICH BEARS SOUTH 10 DEGREES 31' 53" WEST A DISTANCE OF 49.75 FEET) A DISTANCE OF 50.07 FEET; THENCE ALONG THE ARC OF A 2917.93 FOOT RADIUS CURVE LEFT (THE CHORD OF WHICH BEARS SOUTH 02 DEGREES 31' 23" EAST A DISTANCE OF 179.44 FEET) A DISTANCE OF 179.46 FEET; THENCE SOUTH 17 DEGREES 30' 11" WEST A DISTANCE OF 31.92 FEET; THENCE SOUTH 05 DEGREES 43' 11" EAST A DISTANCE OF 87.27 FEET; THENCE SOUTH 39 DEGREES 45' 43" EAST A DISTANCE OF 46.13 FEET; THENCE ALONG THE ARC OF A 2904.93 FOOT RADIUS CURVE LEFT (THE CHORD OF WHICH BEARS SOUTH 09 DEGREES 46' 48" EAST A DISTANCE OF 248.05 FEET) A DISTANCE OF 248.12 FEET; THENCE LEAVING THE WESTERLY RIGHT—OF—WAY OF GATEWAY STREET, SOUTH 68 DEGREES 40' 00" WEST A DISTANCE OF 267.40 FEET TO THE POINT OF BEGINNING, ALL IN LANE COUNTY, OREGON. EXCEPT THEREFROM THAT PORTION CONVEYED TO DAYTON HUDSON CORPORATION, A MINNESOTA CORPORATION, BY DEED RECORDED MARCH 13, 1990, RECORDER'S RECEPTION NO. 90-11882, LANE COUNTY OREGON OFFICIAL RECORDS, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT BEING NORTH 559.08 FEET AND WEST 883.78 FEET FROM THE SOUTHWEST CORNER OF THE W. M. STEVENS DONATION LAND CLAIM NO. 46, IN SECTION 22, TOWNSHIP 17 SOUTH, RANGE 3 WEST OF THE WILLAMETTE MERIDIAN; THENCE SOUTH 85 DEGREES 20' 00" EAST 192.50 FEET; THENCE SOUTH 4 DEGREES 40' 00" WEST 146.92 FEET; THENCE SOUTH 85 DEGREES 20' 00" EAST 178.76 FEET; THENCE NORTH 4 DEGREES 40' 00" EAST 4.85 FEET; THENCE SOUTH 85 DEGREES 20' 00" EAST 35.78 FEET; THENCE NORTH 34 DEGREES 39' 03" EAST 84.36 FEET; THENCE SOUTH 85 DEGREES 20' 00" EAST 429.71 FEET; THENCE SOUTH 4 DEGREES 21' 29" EAST 65.26 FEET; THENCE ALONG THE ARC OF A 228.00 FOOT RADIUS CURVE TO THE RIGHT (THE CHORD OF MICH CURVE BEARS SOUTH 32 DEGREES 09' 15" WEST 271.32 FEET) A DISTANCE OF 290.59 FEET; THENCE SOUTH 68 DEGREES 40' 00" WEST 166.75 FEET; THENCE SOUTH 21 DEGREES 20' 00" EAST 54.00 FEET; THENCE SOUTH 68 DEGREES 40' 00" WEST 60.00 FEET; THENCE NORTH 21 DEGREES 20' 00" WEST 54.00 FEET; THENCE SOUTH 68 DEGREES 40' 00" WEST 217.49 FEET; THENCE WEST 365.85 FEET; THENCE NORTH 4 DEGREES 40' 00" EAST 598.65 FEET TO THE POINT OF BEGINNING, IN LANE COUNTY, OREGON. ALSO EXCEPTING THEREFROM THAT PORTION DESCRIBED IN GENERAL JUDGMENT RECORDED APRIL 6, 2007, RECEPTION NO. 2007-022874, OFFICIAL RECORDS OF LANE COUNTY, OREGON. ALSO EXCEPT THEREFROM THAT PORTION CONVEYED TO CITY OF SPRINGFIELD FOR PUBLIC ROAD BY BARGAIN AND SALE DEED RECORDED OCTOBER 9, 2008, DOCUMENT NO. 2008-056324, LANE COUNTY RECORDS. ALSO EXCEPTING THEREFROM THAT PORTION DESCRIBED IN BARGAIN AND SALE DEED RECORDED MARCH 8, 1990, RECEPTION NO. 90-11194, OFFICIAL RECORDS OF LANE COUNTY, OREGON. (TAX LOT NUMBERS 17-03-22—OG-02109, 17-03-22-00-02200, 17-03-22-00-02218, 17-03-22—GO-02219, 17-03-22—GO-02300 AND 17-03-22—OG-02305) PARCEL V: TOGETHER WITH THOSE RIGHTS AND EASEMENTS CONSTITUTING RIGHTS IN REAL PROPERTY CREATED DEFINED AND UMITED BY THAT CERTAIN CONSTRUCTION, OPERATION AND RECIPROCAL EASEMENT AGREEMENT BY AND BETWEEN GATEWAY MALL LIMITED PARTNERSHIP, A SOUTH DAKOTA UMITED PARTNERSHIP (DEVELOPER) AND DAYTON HUDSON CORPORATION, A MINNESOTA CORPORATION (TARGET), INCLUDING THE TERMS AND PROVISIONS THEREOF, DATED MARCH 13, 1990, RECORDED MARCH 13, 1990 UNDER RECORDER'S RECEPTION NO. 90-11883, IN THE OFFICIAL RECORDS OF LANE COUNTY, OREGON AND AS AMENDED BY INSTRUMENTS RECORDED JUNE 13, 2003, DOCUMENT NO. 2003-053669, RECORDED OCTOBER 29, 2013, DOCUMENT NO. 2013-056807 AND RECORDED JUNE 10, 2014, DOCUMENT NO. 2014-021249. THE PROPERTY DESCRIBED AND SHOWN HEREON IS THE SAME PROPERTY AS DESCRIBED IN THE WESTERN TITLE COMPANY AND ESCROW COMPANY PRELIMINARY TITLE REPORT, REVISION #4, NUMBER 129582 DATED FEBRUARY 15, 2017. WESTERN T1TE AND ESCROW COMPANY PRELIMINARY TITLE REPORT N0, 129582 SCHEDULE B - EXCEPTIONS: 7) ANCHOR AND GUY EASEMENT RECORDED JUNE 23, 1926 IN VOLUME 148, PAGE 569; AFFECTS SUBJECT PROPERTY, NOT PLOTTED, NO SPECIFIC LOCATION DEFINED IN RECORDED INSTRUMENT. 8) ANCHOR AND GUY EASEMENT RECORDED ,NNE 23, 1926 IN VOLUME 148, PAGE 571; AFFECTS SUBJECT PROPERTY, NOT PLOTTED, NO SPECIFIC LOCATION DEFINED IN RECORDED INSTRUMENT. 9) WATER CONTRACT RECORDED NOVEMBER 4, 1936 IN VOLUME 189, PAGE 24; ASSIGNED BY QUITCLAIM DEED RECORDED FEBRUARY 22, 1989 IN DOCUMENT NO. 89-08203; AFFECTS SUBJECT PROPERTY, NOT PLOTTED, BLANKET IN NATURE. 10) EASEMENT FOR RIGHT—OF—WAY FOR ELECTRIC POWER UNE POLES AND ANCHORS, RECORDED OCTOBER 16, 1948 IN BOOK 333, PAGE 637; AFFECTS SUBJECT PROPERTY, NOT PLOTTED, NO SPECIFIC LOCATION DEFINED IN RECORDED INSTRUMENT. 11) ACCESS RESTRICTIONS AS DESCRIBED IN THE WARRANTY DEED RECORDED JUNE 28, 1957 IN DOCUMENT NO. 16055; AFFECTS THE SUBJECT PROPERTY, NOT PLOTTED, GENERAL IN NATURE (NO ACCESS TO INTERSTATE 5). 12) ACCESS RESTRICTIONS AS DESCRIBED IN THE WARRANTY DEED RECORDED MAY 15, 1958 IN DOCUMENT NO. 38851; AFFECTS THE SUBJECT PROPERTY, NOT PLOTTED, GENERAL IN NATURE (NO ACCESS TO INTERSTATE 5). 13) 6' POWER AND TELEPHONE POLE EASEMENT RECORDED OCTOBER 30, 1959, DOCUMENT NO. 82151; AFFECTS THE SUBJECT PROPERTY, PLOTTED. 14) 6' POWER AND TELEPHONE POLE EASEMENT RECORDED NOVEMBER 3, 1959, DOCUMENT NO. 82428; AFFECTS THE SUBJECT PROPERTY, PLOTTED. 15) VARYING WIDTH ELECTRIC LINE RIGHT—OF—WAY EASEMENT RECORDED FEBRUARY 21, 1962, DOCUMENT NO. 60269; AFFECTS THE SUBJECT PROPERTY, PLOTTED. 16) VARYING WIDTH ELECTRIC LINE RIGHT—OF—WAY EASEMENT RECORDED FEBRUARY 21, 1962, DOCUMENT NO. 60270; AFFECTS THE SUBJECT PROPERTY, PLOTTED. 17) INTENTIONALLY DELETED. 18) RIGHT OF WAY EASEMENT, RECORDED MAY 21, 1962, DOCUMENT NO. 70248; AFFECTS THE SUBJECT PROPERTY, PLOTTED. 19) INTENTIONALLY DELETED.. 20) 30' STORM DRAINAGE EASEMENT, RECORDED SEPTEMBER 24, 1976, DOCUMENT NO.7650098; AFFECTS THE SUBJECT PROPERTY, PLOTTED. 21) 14' SANITARY SEWER EASEMENT, RECORDED SEPTEMBER 24, 1976, DOCUMENT NO. 7650099; AFFECTS THE SUBJECT PROPERTY, PLOTTED. 22) PUBLIC UTILITY EASEMENTS, RECORDED FEBRUARY 8, 1980, DOCUMENT NO. 8007062; AFFECTS THE SUBJECT PROPERTY, PLOTTED. 23) DISPOSITION AND DEVELOPMENT AGREEMENT, RECORDED OCTOBER 21, 1988, DOCUMENT NO. 88-44251; FIRST AMENDEMENT RECORDED MARCH 13, 1990, DOCUMENT NO. 90-11886; SECOND AMENDMENT RECORDED FEBRUARY 11, 1998, DOCUMENT NO. 98-09140; AFFECTS THE SUBJECT PROPERTY, GENERAL IN NATURE, NOT PLOTTED. 24) WAIVER, CONSENT TO ASSESSMENT, AGREEMENT TO PAY CERTAIN IMPROVEMENT COSTS, AND AGREEMENT FOR PROVISION OF SURVEY, RECORDED OCTOBER 21, 1998, DOCUMENT NO. 88-44252; AFFECTS THE SUBJECT PROPERTY, NOT PLOTTED, GENERAL IN NATURE. 25) ELECTRIC EASEMENTS, RECORDED SEPTEMBER 28, 1989, DOCUMENT NO. 8943900; AFFECTS THE SUBJECT PROPERTY, PLOTTED. 26) WATER LINE EASEMENTS, RECORDED FEBRUARY 23, 1990, DOCUMENT NO. 9008986; AFFECTS THE SUBJECT PROPERTY, PLOTTED. 27) PUBLIC UTILITY EASEMENTS, RECORDED MARCH 8, 1990, DOCUMENT NO. 9011195; AFFECTS THE SUBJECT PROPERTY, PLOTTED. 28) CONSTRUCTION, OPERATION AND RECIPROCAL EASEMENT AGREEMENT, RECORDED MARCH 13, 1990, DOCUMENT NO. 9011883; FIRST AMENDMENT RECORDED JUNE 13, 20013, DOCUMENT NO. 2003-053669; SECOND AMENDMENT RECORDED OCTOBER 29, 2013, DOCUMENT NO. 2013-056807; THIRD AMENDMENT RECORDED JUNE 10, 2014, DOCUMENT NO. 2014-021249; AFFECTS THE SUBJECT PROPERTY, NOT PLOTTED, GENERAL IN NATURE. 29) MEMORANDUM OF SEPARATE AGREEMENT RECORDED MARCH 13, 1990 RECORDING NO. 90-11884; AFFECTS THE SUBJECT PROPERTY, NOT PLOTTED, GENERAL IN NATURE. 32) UTILITY EASEMENT, RECORDED JUNE 18, 1996, DOCUMENT NO. 9640795; AFFECTS THE SUBJECT PROPERTY, PLOTTED. 33) CITY OF SPRINGFIELD IMPROVEMENT AGREEMENT AND APPLICATION FOR SEWER HOOKUP, RECORDED JUNE 20, 1996; DOCUMENT NO. 96-41612; AFFECTS THE SUBJECT PROPERTY, NOT PLOTTED, GENERAL IN NATURE. 34) UTILITY EASEMENT, RECORDED OCTOBER 30, 1996, DOCUMENT NO. 9673241; AFFECTS THE SUBJECT PROPERTY, PLOTTED. 35) PUBLIC UTILITY EASEMENT, RECORDED SEPTEMBER 26, 1997, DOCUMENT NO. 9765399; AFFECTS THE SUBJECT PROPERTY, PLOTTED. 37) INTENTIONALLY DELETED. 38) UNDERGROUND POWER EASEMENT, RECORDED NOVEMBER 16, 2001, DOCUMENT NO. 2001-076670; AFFECTS THE SUBJECT PROPERTY, PLOTTED. 40) UTILITY EASEMENT, RECORDED JUNE 4, 2002, DOCUMENT NO. 2002-042936; AFFECTS THE SUBJECT PROPERTY, PLOTTED. 45) PERMANENT EASEMENT FOR BICYCLE/PEDESTRIAN FACILITY MAINTENANCE, RECORDED APRIL 6, 2007, DOCUMENT NO. 2007-022874; AFFECTS THE SUBJECT PROPERTY, PLOTTED. 46) INTENTIONALLY DELETED. 50) NOTICE OF OPERATIONS AND MAINTENANCE AGREEMENT RECORDED FEBRUARY 26, 2014 RECORDING NO. 2014-006757; AFFECTS SUBJECT PROEPRTY, NOT PLOTTED, GENERAL IN NATURE. VICINITY MAP NOT TO SCALE NOTES AND COMMENTS: 1) POSTED PROPERTY ADDRESS: 2720, 2730, 2750, 2770, 2800, 2810, 2820, 2860, 2880, 2900, 2950, 3000, 3018, 3026, 3030 AND 3032 GATEWAY ST., SPRINGFIELD, OR. 2) BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE X, OF THE FLOOD INSURANCE RATE MAP NO. 41039C1131' WHICH BEARS AN EFFECTIVE DATE OF JUNE 2, 1999 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. NO FIELD SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE AND AN ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS DETERMINATION OR APPLY FOR A VARIANCE FROM THE FEDERAL EMERGENCY MANAGEMENT AGENCY. 3) GROSS LAND AREA 2,732,104 SQUARE FEET OR 62.720 ACRES, MORE OR LESS. 4) THE FOLLOWING ZONING INFORMATION WAS PROVIDED TO THE SURVEYOR IN THE ZONING REPORT PREPARED BY THE PLANNING & ZONING RESOURCE COMPANY, DATED NOVEMBER 19, 2015, PZR SITE NO. 89465-1, THIS SITE IS CURRENTLY "CC" (COMMUNITY COMMERCIAL). THE CURRENT ZONING ALLOWS FOR THE CURRENT USE OF THE SITE AS A SHOPPING CENTER. ZONING DESIGNATION: CC — COMMUNITY COMMERCIAL SETBACKS FRONT/REAR: 10 FEET STREET SIDE: 10 FEET INTERIOR SIDED/REAR WHEN ABUTTING RESIDENTIAL OR Cl DISTRICTS: 10 FEET PARKING: 5 FEET HEIGHT: NO HEIGHT RESTRICTIONS DENSITY: NONE SPECIFIED PARKING: 1 SPACE PER 250 SQUARE FEET OF GROSS FLOOR AREA 5) THE BUILDING AREA SHOWN HEREON WAS DETERMINED BY THE FIELD MEASUREMENTS OF THE EXTERIOR WALLS AT GROUND LEVEL 6) TOTAL PARKING SPACES 3,526 = 3,256 REGULAR, 161 COMPACT, 14 PARALLEL AND 95 DISABLED. FEE PARCEL 2,470 REGULAR, 161 COMPACT, 14 PARALLELS AND 81 DISABLED. TARGET PARCEL 516 REGULAR, AND 14 DISABLED 8) THE LOCATION OF UTILITIES EXISTING ON OR SERVING THE SUBJECT PROPERTY IS LIMITED TO THE OBSERVED EVIDENCE OF THE VISIBLE SURFACE FEATURES SHOWN HEREON PURSUANT TO SECTION 5.E.IV. AN EXACT LOCATION OF THESE UTILITIES WAS NOT PERFORMED FOR THIS SURVEY. BEFORE DIGGING, CALL THE APPROPRIATE LOCAL UTILITY LOCATE SERVICE FOR FIELD LOCATIONS OF UNDERGROUND UTILITY LINES. 10) THIS SURVEY WAS PREPARED BY A FIELD SURVEY AND SUPPLEMENTED BY PHOTOGRAMMETRIC MAPPING PROCESSES, UTILIZING AERIAL PHOTOGRAPHY DATED NOVEMBER 11, 2015. THE PHOTOGRAMMETRIC MAPPING EXCEEDS THE NATOIHAL MAP ACCURACY STANDARDS. THE FINAL SURVEY RESULTS SHOWN ON THIS SURVEY MEET THE ACCURACY STANDARDS FOR ALTA/NSPS LAND TITLE SURVEYS 11) AT THE TIME OF THE FIELD SURVEY, THERE WAS NO OBSERVABLE EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION, OR BUILDING ADDITIONS WITHIN RECENT MONTHS. 12) PURSUANT TO THE CITY OF SPRINGFIELD PUBLIC WORKS DEPARTMENT WEBSITE http://www.springfield—or.gov/dpw/Cmatruction.htm, THERE ARE NO CURRENT PROPOSALS FOR ANY CHANGES IN STREET RIGHT OF WAY LINES ADJACENT TO THE SUBJECT PROPERTY SHOWN ON THIS SURVEY. AT THE TIME OF FIELD SURVEY, THERE WAS NO OBSERVABLE EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS. 13) AT THE TIME OF FIELD SURVEY, THERE WAS NO EVIDENCE OF FIELD DELINEATION OF WETLANDS CONDUCTED BY A QUALIFIED SPECIALIST. 14) PHYSICAL ACCESS TO PROPERTY VIA PUBLIC RIGHTS OF WAY: HARLOW ROAD, GATEWAY STREET, BEVERLY STREET, AND GATEWAY LOOP. 15) EASEMENT RIGHTS: PLOTTABLE EASEMENTS ARE SHOWN FROM THE OWNER SUPPLIED TITLE REPORT. NON—PLOTTABLE EASEMENTS ARE NOTED ON THE SURVEY AS BEING "NOT PLOTTED". BECAUSE OUR SERVICE IS UNITED TO REPORTING ON EASEMENT LOCATIONS, WE STRONGLY RECOMMEND LEGAL COUNSEL BE RETAINED TO REPORT ON TITLE PAPERS IN THEIR ENTIRETY. 16) AT THE TIME OF THE FIELD SURVEY, THERE WAS NO EVIDENCE OF SITE USE AS A CEMETERY, BURIAL GROUND OR GRAVE SITE. 17) THE RECORD DESCRIPTION DOES MATHEMATICALLY CLOSE. 18) BASIS OF BEARINGS THE BEARING OF SOUTH 457'57" WEST ALONG THE WEST UNE OF GATEWAY STREET AS SHOWN UPON THAT CERTAIN MAP ENTITLED "MAP OF SURVEY FOR GENERAL GROWN MANAGEMENT, INC." RECORDED IN C.S. FILE NO. 33380, LANE COUNTY RECORDS, WAS TAKEN AS THE BASIS OF BEARINGS SHOWN UPON THIS SURVEY. 19) THERE ARE NO GAPS GORES OR OVERLAPS BETWEEN THE SUBJECT PROPERTY AND THE ADJOINING PROPERTIES OR PUBLIC STREET RIGHTS OF WAY SHOWN ON THIS SURVEY. THERE ARE NO INTERIOR GAPS. GORES OR OVERLAPS BETWEEN THE PARCELS WITHIN THE SUBJECT PROPERTY. 20) TAX MAP PARCEL NO. 17-03-22-00-02305, 17-03-22-00-02109, 17-03-22-00-02200, 17-03-22-00-02300, 17-03-22-00-02219, 17-03-022-00-02218. 21) THIS IS AN AS—BUILT SURVEY PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE SURVEYS. 22) THIS SURVEY WAS PREPARED FOR THE PURPOSES OF OBTAINING AN EXTENDED COVERAGE TITLE INSURANCE POLICY AND DOES NOT CONTAIN SUFFICIENT DETAIL FOR DESIGN PURPOSES. ADDITIONAL SURVEYING WILL BE REQUIRED FOR DESIGN PURPOSES. 23) THE USE OF THE WORD "CERTIFY OR "CERTIFICATION" WITHIN THIS SURVEY ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS AND FINDINGS SHOWN ON THIS SURVEY, AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER IMPLIED OR EXPRESSED. 24) DURYEA & ASSOCIATES ONLY ACKNOWLEDGES SIGNED AND STAMPED MAPS AND DRAWINGS. NO RESPONSIBILITY OR UABILITY IS EXPRESSED OR IMPUED FOR ELECTRONIC DATA AND/OR REPRODUCED MAPS AND DRAWINGS. 25) PURSUANT TO THE CITY OF SPRINGFIELD PUBUC WORKS DEPARTMENT WEBSITE http://www.springfeld—or.gov/dpw, THERE ARE NO CURRENT PROPOSALS FOR ANY CHANGES IN STREET RIGHT OF WAY LINES ADJACENT TO THE SUBJECT PROPERTY SHOWN ON THIS SURVEY. AT THE TIME OF FIELD SURVEY, THERE WAS NO OBSERVABLE EVIDENCE OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS. 26) ALL UTUTES THAT SERVE THE SUBJECT PROPERTY ENTER THE PROPERTY FROM THE ADJACENT PUBLIC STREETS. 27) AT THE TIME OF THE FIELD SURVEY, THERE WAS NO OBSERVABLE EVIDENCE OF SITE USE AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL AREA TABLE OWNER ASSESOR PARCEL NOS. LAND AREA SQUARE FEET ACRES GGP — GATEWAY MALL LLC. 17-03-22-00-02109, 02218, 02219, 02200 FEE PARCEL 2,740 81 17-03-22-00-02300 & 02305 2,731,681 62.711 DAYTON HUDSON CORP (TARGET) 17-03-22-00-02307 377,938 8.676 0 11 TOTAL: 3,109,619 71.387 PARKING COUNT TABLE PARCEL Hk REGULAR HANDICAP COMPACT PARALLEL TOTAL FEE PARCEL 2,740 81 161 14 2,996 TARGET PARCEL 516 14 0 0 11 530 OVERALL TOTAL: 3,256 95 161 14 11 3,526 POSSIBLE ENCROACHMENTS: (A) SEARS BUILDING OVERLAPS WATER UNE EASEMENT (#9008986) SEE SHEETS 2 AND 5 (B) MALL BUILDING OVERLAPS UTILITY EASEMENTS (#9640795) SEE SHEETS 2, 4 AND 5 (C) DRIVEWAY / ACCESS BETWEEN SUBJECT PROPERY AND LANDS OF USPS SEE SHEET 5 SURVEYOR'S CERTIFICATION: To: GGP—Gateway Mall, LL.C., a Delaware limited liability company, formerly known as Gateway Mall Partners, a South Dakota general partnership, (formerly known as Gateway Mall Limited Partnership, a South Dakota limited partnership), BRFl Gateway, LLC, a Delaware limited liability company, and its successors and assigns, Commonwealth Land Title Insurance Company, Fidelity National Title Group, Western Title & Escrow Company, and First American Title Insurance Company. This is to certify that this map or plat and the survey on which it is based were made in accordance with the 2016 Minimum Standard Detail Requirements for ALTA/NSPS Land Title Surveys, Jointly established and adopted by ALTA and NSPS, and includes Items 2, 3, 4, 6(a), 7(a), 7(b)(1), 7(c), 8, 9, 13, 14, 15, 16, 17, 18, 19 and 20 of Table A thereof. The field work was completed on November 30, 2016 REGISTERED PROFESSIONAL LAND SURVEYOR PLS 59638 (//OREGON Exp. 12/31/2017 JKLY 11, 2000 mitchOduryea—aesociates.com MITCHELL DURYEA THERE ARE NO OTHER ENCROACHMENTS BY IMPROVEMENTS ON THE ADJOINING PROPERTY ONTO SUBJECT PROPERTY, AND NO OTHER ENCROACHMENTS BY IMPROVEMENTS LOCATED ON SUBJECT PROPERTY OVER ANY ADJOINING PROPERTY OR OVER ANY PLOTTED OR PLOTTABLE EASEMENTS. SHEET INDEX SHEET 1: LEGAL DESCRIPTION & NOTES SHEET 2: BOUNDARY & EASEMENTS SHEET 3: SITE PLAN SHEET 4-5: PHYSICAL FEATURES EXPIRES 12/31/2017 ALTA/NSPS LAND TITLE SURVEYI PACIFIC HIGHWAY INTERSTATE 5 (300' WIDE) (A PUBLIC STREET) STORM SEWER VARYING WIDTH ELECTRIC LINE O18 RIGHT-OF-WAY EASEMENT (#901195) 27 EASEMENT (/60269 & 60270) 15 18 P7 STORM SEWER EASEMENT (#70248) EASEMENT (/901195) _ BASIS OF BEARINGS __ABT =1 _ -. - �\T� T ---- -- --- ---- ------ 2631.97 ------- --- --------\\ 115.86'---------------- I-1---27 ---- --- ----------------------------- ELECTRIC EASEMENT I (�STOR R r---- -- --- ---- - - - - - - - - - - - - - - - EASEMENT 25 (/8943900) \ \� - III 11 1 (#901195) -'tet - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ ��------------------------------------I-------------, --------------------------------- 12' WATER LINE------__====-1� 20 30' STORM DRAIN \ V1 -------------t+I I 26 /_� �---------- c �`_-_---------------------------- OEASEMENT (#7850098) N IEASEMENT (#9008986)1/ ------------------------- \ -------_----.� -�1 I 10' UTILITY EASEMENT -� '� r---------��__ 26 12' WATER UNE h\ 111 y�4 1 11 I 32 34 (#9640795) = �� EASEMENT `I (#9673241)--1 N04'40'00"E 598.65' =%� r---------- �.�\� (#9008986) li\\ I _ _ L �� POINT OF 1 ---------Z---- \ __ i// i BEGINNING ��_-- --- 11\ 'N II. I I r ------------ J /� (#90-11882) -I---- \\ 11 \\\ YID p III zz 1 1 1 o 1 1 III \\ II I' zo' PUBLIC UTILITY I I t I EASEMENT (#8007062) 1 1 1 1 rri 10' UTILITY EASEMENT (#9640795) 32 34 1 J `I I p I I� I I I 111 o (09673241) OO 1 1 (l I I I y ,a I 1 11------�---------� IIx,\ 11 d II I I I So4'4o'Do"w J ---- -�\ 11 c 11r - - L----- --------- J II LANDS OF DAYTON 1 HUDSON CORP. N ---- -I-------- J II L (#90-11882) 0 1111 d 11. I III 1 0 11 m 38 I I II I II 27 STORM SEWER 1 10' UNDERGROUND 11 II II EASEMENT (/901195) I I 1 POWER EASEMENT �ry (a 11 1 1 I (#2001-076670) v, . 33380ci 1 G II 1 1 N04'40'00E "E 4.85' I S85'20'00" 35.78' 1 11 1 1 34'39'03'E 84.36' jfi \ 0 32 34 \ \ \ 0 0 111 11 10' UTILITY EASEMENT \\ \ \ £ \ I II 1 \' (#9640795) \ \ �\�''� `\ \\++'D• �oSoa�q�(#9673241) , J --_ - - - - 11 11 C.S. 33380I� i I 1 i 111 \ I� 11 _ 1 _ i _rq -_-_- � 12' WATER LINE ---J--- ---------------------- - , I 1 '(1 _ I I -1 i EASEMENT (#9008986) 26 / I I SZ`A(�(��Oo \\ I; 12' WATER UNE <V \ EASEMENT (#9008986)O IIII 1 11 III-_---___- _ __--- 20' Pu9uc UTILITY'rz• \ �' I I _ _- _ EASEMENT (#8007062) - -- $+\ \ �iR ----------- ----I r/ r PARC[ d D-� �� ` I L10 UTIUTY (#96732455)MENT32 OI 1 q 8' POWER UNE j1� {� �7 �j y7y7 �j y7 (� I��/I y7(�1{� y� OEASEMENT (2428) I I II 0 ��aJ�L/�L/��O�L/-eTJ�ISJ If IMI eTJ�1 II !/ ` `\ ?90` _ SW CORNER OF \ \ \ PUDONG CREEK DLC 48� N0004'00"W ;,j a.0e' 504'2129 E \` 111 _ 125.69' C/ya3bf ZB 6526' LAND CO. � 10' UTILITY EASEMENT 523'38'42 W 11 POINT OF BEGINNING O (gz0oz-oaze3s) (PARCEL I, II, III, & IV 27 UTILITY EASEMENT \ ` \ _ - - - _ 1 11 '57'5 27 W � 4.98' 111111 "ALSO KNOW AS") �� O (/9onas) \\\\ ,o' B.s.L. EXCEPTION TO LEGAL DESCRIPTION (#2007-022874) 17-03-22-00-3502 FNJGLESTAD FAML f LLC 14' SANITARY SEWER :ASEMEN7 (#7650099) 21 03-22-00-3500 6' POWER AND TELEPHO.E8, -- D�I��0�� EASEMENT (#82151) 13 -PERMANANT EASEMENT (N Io�2D�5� MON FOR BICYCLE/PEDESTRIAN45 CRE II IJ OU N FACILITY MAINTENANCE GATEWAY LOOP (A PUBLIC STREET) �m m 10' ELECTRIC EASEMENTO (#8943900) 25 1m No 10' UTILITY EASEMENT (#9840795) 32 34 (#9673241) 1 1 � I III II II 1117 111 111 III II II II 111 111 II III II II II 111 J 1 5054311 E - _ - -i i C� i 93.20' - _ - - - - - - - - --�EXCEPTICN TO LEGAL - - - - - - - - - - - - - - - - 545IS OF 800.07' �- � DESCRIPTION 2008-058324 56 52739'44"E SO4'S7'57'W p 539'45'43"E _ - _ _ (# ) BASIS OF BEARINGS ="' �$ 46.13' _ _ _ - _ - - - - - - _ 46.37 .... S28'S4'23_W 148.74' - 55'43'11"E � 872 / L=24 R=290449.93 A-453'38" / CH=S9'46'48"E 248.05' PUBLIC ROAD EASEMENT 1730'11" 7' PUBLIC UTIUTY L=222.53' (#2008-056324) 3192' EASEMENT 35 R=2904.93 UTIUTY EASEMENT GATEWAY STREET (WIDTH VARIES) 27 (#901195, (#9765399) (1423 INCE '21" LEGAL CH=S2'46'21"W 22148' (A PUBLIC STREET) 85.15' NORTH ENTRANCE EXCEPTION TO LEGAL DESCRIPTION (#90-11194) (#901195) 27 (609 WIDE) 17-03-22-00-3200 MS POSTAL SEMCE GRAPHIC SCALE lao 0 w 100 200 100 ( IN FEET ) 1 inch = 100 ft LEGEND: PROPERTYLINE ----------EASEMENT LINE B.S.L. BUILDING SETBACK LINE CENTERLINE / / / / / / / / / / / / / / BUILDING LINE DEED EXCEPTION • FOUND MONUMENT PER RECORD REGISTERED PROFESSIONAL LAND SURVEYOR JLfLY 11, 2000 MITCHELL DURYEA EXPIRES 12/31/2017 BOUNDARY & EASEMENTS ALTA/NSPS LAND TITLE SURVEYI CURVE TABLE CURVE DATA LONG CHORD CURVE RADIUS DELTA LENGTH BEARING LENGTH Cl 2917.93' 3'31'26" 179.46' S02'31'23'E 179.44' C2 127.00' 22'35'26" 50.07' S10'31'53"W 49.75' C3 53.00' 2174'43" 19.66' S11*12'04"W 19.54' C4 127.00' 2154'37" 48.56' S15'55'15"W 48.27' C5 53.00' 2154'20" 20.27' S15'55'15"W 20.14' C6 40.00' 29'13'50" 20.41' S18'55'27'W 20.19' C7 127.00' 5'34'45" 12.37' S2'01'32"W 12.36' EXCEPTION TO LEGAL DESCRIPTION (#2007-022874) 17-03-22-00-3502 FNJGLESTAD FAML f LLC 14' SANITARY SEWER :ASEMEN7 (#7650099) 21 03-22-00-3500 6' POWER AND TELEPHO.E8, -- D�I��0�� EASEMENT (#82151) 13 -PERMANANT EASEMENT (N Io�2D�5� MON FOR BICYCLE/PEDESTRIAN45 CRE II IJ OU N FACILITY MAINTENANCE GATEWAY LOOP (A PUBLIC STREET) �m m 10' ELECTRIC EASEMENTO (#8943900) 25 1m No 10' UTILITY EASEMENT (#9840795) 32 34 (#9673241) 1 1 � I III II II 1117 111 111 III II II II 111 111 II III II II II 111 J 1 5054311 E - _ - -i i C� i 93.20' - _ - - - - - - - - --�EXCEPTICN TO LEGAL - - - - - - - - - - - - - - - - 545IS OF 800.07' �- � DESCRIPTION 2008-058324 56 52739'44"E SO4'S7'57'W p 539'45'43"E _ - _ _ (# ) BASIS OF BEARINGS ="' �$ 46.13' _ _ _ - _ - - - - - - _ 46.37 .... S28'S4'23_W 148.74' - 55'43'11"E � 872 / L=24 R=290449.93 A-453'38" / CH=S9'46'48"E 248.05' PUBLIC ROAD EASEMENT 1730'11" 7' PUBLIC UTIUTY L=222.53' (#2008-056324) 3192' EASEMENT 35 R=2904.93 UTIUTY EASEMENT GATEWAY STREET (WIDTH VARIES) 27 (#901195, (#9765399) (1423 INCE '21" LEGAL CH=S2'46'21"W 22148' (A PUBLIC STREET) 85.15' NORTH ENTRANCE EXCEPTION TO LEGAL DESCRIPTION (#90-11194) (#901195) 27 (609 WIDE) 17-03-22-00-3200 MS POSTAL SEMCE GRAPHIC SCALE lao 0 w 100 200 100 ( IN FEET ) 1 inch = 100 ft LEGEND: PROPERTYLINE ----------EASEMENT LINE B.S.L. BUILDING SETBACK LINE CENTERLINE / / / / / / / / / / / / / / BUILDING LINE DEED EXCEPTION • FOUND MONUMENT PER RECORD REGISTERED PROFESSIONAL LAND SURVEYOR JLfLY 11, 2000 MITCHELL DURYEA EXPIRES 12/31/2017 BOUNDARY & EASEMENTS ALTA/NSPS LAND TITLE SURVEYI P -- o --ca TARGET PACIFIC HIGHWAY INTERSTATE 5 (300' WIDE) (A PUBLIC STREET) GATEWAY LOOP (60' WIDE) FREET) Q a. (:nq „q, A PANE -RA BREAD, o -di; 1 \ I v� v \ SY� ° '.64 , ° GATEWAY STREET (WIDTH VARIES) MUL T/— TENANT MUL T/— TENANT (A PUBLIC STREET) BU/LD/NG #1 BU/LD/NG #3 MUL 77— TENANT SU/LD/NG �OK2 r- IF+1 I - - 8 BU/LD/NG DE -TAILS — NOT TO SCALE PROFESSIONAL LEGEND. �� SURVEYOR — —LAND PROPERTY UNE -- — EASEMENT UNE BUILDING SETBACK LINE GRAPHIC SCALE OREGON J LY 11, 2000 — —CENTERLINE MITCHELL DURYEA 1m o m +m zm zao 59638 BUILDING UNE EXPIRES 12/31/2017 —..zz-8• CHAIN LINK FENCE '—■ SIGNS ( IN FEET ) 1 inch = 100 ft HANDICAP PARKING SPACE LIGHT POLE ® CATCH BASIN MANHOLE MUL 77— TENANT MUL 77— TENANT "UL 77— TENANT APPLEBEE S C C CONCRETE SURFACE BUFFALO VA N PANERA BREAD BU/LD/NG #1 BU/LO/NG ,f2 BU/LD/N#3 G ROADHOUSE GR/LL CARL'S ✓R. f ❑ o UTILITY VAULT / BOX WILD W/NGS H/=26 f H/=21 t H/=29 f H/=24 f H/=23f H/=21 f H/=24 H/=26 f AREA = 5,506 AREA = 3 679 SITE PT N H/=29 f AREA = 1,207 AREA = 4,470 SO. FT. AREA = 11,871 SO. FT. AREA = 4,4674 AREA = 7,106 AREA = 7 129 1 iJ�il �� WATER /GAS VALVE AREA = 5, 926 SO. FT. (FOO TPR/N TJ (FOO 7PR/N TJ FOO TPR/N TJ SO. FT. (FOO TPR/N TJ SO. FT. (FOO TPR/N TJ SO. FT. (FOO TPR/N TJ SO. FT. (F00 77�R/N TJ SO. FT. (FOO 7PR/N TJ TRAFFIC SIGNAL SO. FT. (FOO7PR/NTJ 1 STORY 1 STORY 1 STORY 1 STORY 1 STORY 1 STORY W000 FRAME W000 FRAME ALTA/NSPS LAND TITLE SURVEY 1 STORY WOOD FRAME WOOD FRAME WOOD FRAME WOOD FRAME WOOD FRAME WOOD FRAME 1% ® FIRE HYDRANT WOOD FRAME /38.1 THE S H O P P ES AT GATEWAY STORM MANHOLE 55.0 5 6.7 .66.4 O POWER POLE ,557 ,8.4 B.B' 06TREE n' 3000 GATEWAY STREET UNE / BRUSH / LANDSCAPE 126.0 ,'� P 18,3 / ,4 * MISCELLANEOUS UTILITY O o SPRINGFIELD OR 97477 C5 /11.0 0n 0 n N/ N ■ ❑ TRANSMISSION UNE TOWER o 0 .v °' 9.3 m M DURYEA & ASSOCIATES, P.S. W 11.9 Nf J 2702 N. Perry Street, Spokane WA 99207 1 o.1' 24.3/ 18.1 6 1 34.7' w 9.5 6a.7• 91.1` 11.0 W M tel: 509 465-8007 Ni/ 11s m,7.0 � 22.7 N 93.9, 37.6 d � �, 44.1/ www.duryea-associates.com 55.7/ 75.2 - ._ neTr• DECEMBER 2016 curry. BU/LD/NG DE -TAILS — NOT TO SCALE b p o a 13 PACIFIC bHIGHWAY INTERSTATE 5 (300' MIDI X X X X X X x x x z z x X % STORM SEWER VARYING WIDTH ELECTRIC LINE RIGHT-OF-WAY (A PUBLIC STREET) EASEMENT (8.901195)27 EASEMENT (860269, 60270) 8 EASEMENT 70248 — _ — I — — DRAINAGE CHANNEL •---------------------- �1 T�� —tar—aa_+——'ss--- r ---------------------------------- --------------------------------------- �--------------------------------- ��3�—� �— — _ – – –..– .– .–..–. –.–..–.._. – – – – – – –. – – – – – – - ----_ ---------— _ — — — _ _. _. _.._.._.._ .– .–.._ _. .I-.. _ ___�RAIRAGE-CHAHNE�' 13 _Y_ _ ____________________ 1 __ ___________ ____ ` /----- ____ _______________________________ 1 STORM SEWER u/ II 1 EASEMENT / ASPHALT SURFACE) ASPHALT SURFACE 1. 11 a I 1 (/901195) 3 ,-Frj � ® ASPHALT SURFACE °! 1 v 1 +m 11 I 1 I — o o 1 D ------------------------------------------ ----- ------------------- - -- '' -------------- ----- - 1 _ - J D �� -------------------------------------- -- - --- - ° 22 105' PUBUC UnUTY p------------------------------ ------------------------------------------------------- _ - - - — _--�--- --- -- -- — ---- _--------- 1 g EASEMENT (88007062) -- - ____------ ---------------------------- ------------------- -7-2 _ ® _____ . - - - _------------------------------------ ----------- ____ ---_ __ ___ ________________� 7 _ _ _____ 1i1 Q _____+___+__+ _+_____ < \ 1 -`---------------------- 1 1 1 \ - I I gll II U , i _— -"- -- ------------------ - - - -�I� -------- ----- -� 0---- ---- --------------------------------------------- ----- ---------- —__ __ �. I11 -'ili {} I1li4t 111II1111I '--_ LINE_________________________-____ WATER f____________________________ i1 -- __ 10' UTILITY EASEMENT + (89640795 EASEMENT (#9008986) 33 (89673241) 226.9' I' ) :i h 111 -------------------- - ��--�c--__ --__ ✓ O V �' �a 5.0' \ 11 WALMART I I 1 _---------- ---- _ NEIGHBORHOOD MARKET r_-- _-- --- ---ASPHALT suRFACE 601 I i1 2730 GATEWAY ST. 1 II m 1 STORY BLOCK BUILDING i i i i 1 O 1 1 "� ,I .1 a / ` 39.548 S.F. (FOOTPRINT) w t,l 11. 28.4' HIGH H 1 343.0' ':.: I I CABELA'S I I I 1 All 1 I'^ 2800 GATEWAY ST. / 'I I 1111 li i i it X 1 - 1 STORY BLOCK BUILDING /fiz 1 1 I 1 aR 51,694 S.F. (FOOTPRINT) 38.3' HIGH I I r. 22 1 1I. 26.0'.. I 1 I 10 U(�TY EASEMENT32 zo' PUT ( Un706 11 II _\ I..I 795) (#e ) ..� ,N 1 673241 I I I a 20,W 1 'I 1 11� EASEMENT 0007062) D 11 o •I r 1l ®o 1 38 10'+UNDERGROUND POWER #/ 1i Oc, I I1� i i li i EASEMENT (820001-076670) " �+ 1 I I 119.1' II II II 11 '1 ASPHALT SURFACE LQ5.2' }4.2'/ 1 1 ASPHALT SURFACE .. I _ _ __ i� ___ ___ 111 33 '� 4 1I 11 11 11 11 �` .�. ' 'L ° O 1 1. 1 ASPHALT SURFACE 1 SNC •/ ey I 1 1 1 -"7 O 11..,,.11 - - - -------------------------------------- '5,9s a.e' o- y d1I I a 97.0 ';'',.-) '; 4 Q.. 16.3' m y QLO ii 22 O 1 II II I# - 2750 GATEWAY ST. avomlpc 6a' 1a49' HEIGHT=28.2' C : za s•1 -7.a• 1------------------------ 11 _ __ ___O __ ________ _____\ 61.Y - - HEIGHT -24 I 1 1 1 1 STORY BLOCK BUILDING �j ii # 11 i li 114,331 S.F. (FOOTPRINT) 24.5' HIGH 96.2. W M SEWER IT (#901195)- (#90{111195)-- C ASPHALT +' ns 143.0' \\\ \ \\\\ ASPHALT SURFACE—' qD ° HEIGHT -31.1' I / \ \ 32 34 \\ \\ \\ \�\\ V�\ 1 0 0 DIM 0 + . 10' UTI JTY EASEMENT \\ \\ \\ \\\ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o 0 + \\ (89640795)\ \ \ \ t \ c (89673241).... VI\� I .. I--AsarvALr sure6ACE� C\ \ BIG 5 I \ 2720 GATEWAY ST. \ \ \ - _ ,,..// 1 STORY BLOCK BUILDING \\ \\ , - ----__ \� 13,068 S.F. (FOOTPRINT) \\ 28.2' HIGH- \ - 20' PUBLIC UTILITY \ eOy \\\ P @EASEMENT (88007082) 6/ ge'` 0 LEGEND: PARCEL 0-5 ---------PROPERTY UNE Pm 3917 --------------------------- EASEMENT LINE — e.S.L-' -' - BUILDING SETBACK UNE — - — - — - — - — CENTERLINE ///////////// / BUILDING UNE —XXXX-6: CHAIN UNK FENCE SIGNS b HANDICAP PARKING SPACE a LIGHT POLE ®CATCH BASIN O MANHOLE C CONCRETE SURFACE ❑ o UTILITY VAULT / BOX pd WATER / GAS VALVE 4�,-J TRAFFIC SIGNAL W V/ W THE SHOPPES AT GATEWAY 2750 GATEWAY ST. 1 1 STORY BUILDING BLOCK BUILDING f /T 405,689 S.F. (FOOTPRINT) V / I / \ \ 32 34 \\ \\ \\ \�\\ V�\ 1 0 0 DIM 0 + . 10' UTI JTY EASEMENT \\ \\ \\ \\\ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o 0 + \\ (89640795)\ \ \ \ t \ c (89673241).... VI\� I .. I--AsarvALr sure6ACE� C\ \ BIG 5 I \ 2720 GATEWAY ST. \ \ \ - _ ,,..// 1 STORY BLOCK BUILDING \\ \\ , - ----__ \� 13,068 S.F. (FOOTPRINT) \\ 28.2' HIGH- \ - 20' PUBLIC UTILITY \ eOy \\\ P @EASEMENT (88007082) 6/ ge'` 0 LEGEND: PARCEL 0-5 ---------PROPERTY UNE Pm 3917 --------------------------- EASEMENT LINE — e.S.L-' -' - BUILDING SETBACK UNE — - — - — - — - — CENTERLINE ///////////// / BUILDING UNE —XXXX-6: CHAIN UNK FENCE SIGNS b HANDICAP PARKING SPACE a LIGHT POLE ®CATCH BASIN O MANHOLE C CONCRETE SURFACE ❑ o UTILITY VAULT / BOX pd WATER / GAS VALVE 4�,-J TRAFFIC SIGNAL Yf FIRE HYDRANT ® STORM MANHOLE O POWER POLE TREE LINE / BRUSH / LANDSCAPE + GRAPHIC SCALE MISCELLANEOUS UTIUTY eo o m m m0 zoo ■ TRANSMISSION UNE TOWER ( IN FEET ) 1 inch = 50 ft. 29: 2 ST01 -------------- / : - 48.86 y \ / 1 1 _ _____ _ ®-------------------------------------------- _____ ------------_ ____ lk} I 1 12' WATER LINE 1 I EASEMENT (89008986) 26 / I , ASPHALT SURFACE I Y — a I II I I -- REGI ____ASPHALT SURFACE PANGAT BREAD\ STERED .2810 GATEWAY 5T . �\ C PROFESSIONAL 1 I 1 \ \ \ �o -..'. (SEE SHEET 3)',,.\ LAND SURVEYOR D $ \ \ \\ ASPHALT WRFACE-- 1LJ o MULn-TENANT \\\ # OREGON BUILIDING J LY 11, 2000 2820 GTTEWA; MITCHELLUR A ST. 3 E SHEET +.:._ 59638 SE J \_o EXPIRES 12/31/2017 --_- MULT1-TENANT ; MULn-TENANT --, -- 2 ;w - 2880 GATEWAY SLBUILIDING BUILIDING 860 GST.ATEWAY (SEE SHEET 3)VACANT 0 PHYSICAL 2790 GATEWAY (SEE SHEET 3)/ 5T FEATURES EE SHEET 3) O _ + ,. o STORM SEWER 27 / - J :. �- j{-}{ /+I v EASEMENT (8901195)0 27 UTIUTY EASEMENT - w +CTA)+ ALTA/NSPS LAND TITLE SURVEY Al O (Be01195) /�� -----.-----------N-----------------w THE SHOPPES AT GATEWAY 'll ,ASPHALT SURFACE— �� /:. m — — I — ,0'6.SL 1 - �+� `,, 3000 GATEWAY STREET _ ---- �_ _ _ _ �,— B�, _� -- BDSsor, - - - G - SPRINGFIELD, OR 97477 - \ + ____ � BUFFALO �1 I A -___ tII [] -- - _ .. ' . -.. f _ 'oa WILD WINGS ------ - DURYEA & ASSOCIATES, P.S. ' s `R 2770 q I r - --- 7' PUBLIC UTILITY GATEWAY ST. q �. -- ----" EASEMENT ASPHALT SURFACE --/2702 N. Perry Street, Spokane WA 99207 \% SEE SHEET 3) PTI' �Zi _-__ _ --------- pa (89765399) @--- ----- - - tel: (509) 465-8007 13 _ -� PUBLIC ROAD EASEMENT www.duryea-associates.com (82008-056324) DATE: DECEMBER 2016 SHEET: L _ J SCALE: 1" = 50' 16.6 4 OF 5 O PROJECT SURVEYOR: MJD �- DRAWN BY: CCS 35.4' - / -�- LAST DATE OF REVISION: 2/28/17 JOB NO.: 15-2022 \1 1 Yf FIRE HYDRANT ® STORM MANHOLE O POWER POLE TREE LINE / BRUSH / LANDSCAPE + GRAPHIC SCALE MISCELLANEOUS UTIUTY eo o m m m0 zoo ■ TRANSMISSION UNE TOWER ( IN FEET ) 1 inch = 50 ft. 29: 2 ST01 -------------- / : - 48.86 y \ / 1 1 _ _____ _ ®-------------------------------------------- _____ ------------_ ____ lk} I 1 12' WATER LINE 1 I EASEMENT (89008986) 26 / I , ASPHALT SURFACE I Y — a I II I I -- REGI ____ASPHALT SURFACE PANGAT BREAD\ STERED .2810 GATEWAY 5T . �\ C PROFESSIONAL 1 I 1 \ \ \ �o -..'. (SEE SHEET 3)',,.\ LAND SURVEYOR D $ \ \ \\ ASPHALT WRFACE-- 1LJ o MULn-TENANT \\\ # OREGON BUILIDING J LY 11, 2000 2820 GTTEWA; MITCHELLUR A ST. 3 E SHEET +.:._ 59638 SE J \_o EXPIRES 12/31/2017 --_- MULT1-TENANT ; MULn-TENANT --, -- 2 ;w - 2880 GATEWAY SLBUILIDING BUILIDING 860 GST.ATEWAY (SEE SHEET 3)VACANT 0 PHYSICAL 2790 GATEWAY (SEE SHEET 3)/ 5T FEATURES EE SHEET 3) O _ + ,. o STORM SEWER 27 / - J :. �- j{-}{ /+I v EASEMENT (8901195)0 27 UTIUTY EASEMENT - w +CTA)+ ALTA/NSPS LAND TITLE SURVEY Al O (Be01195) /�� -----.-----------N-----------------w THE SHOPPES AT GATEWAY 'll ,ASPHALT SURFACE— �� /:. m — — I — ,0'6.SL 1 - �+� `,, 3000 GATEWAY STREET _ ---- �_ _ _ _ �,— B�, _� -- BDSsor, - - - G - SPRINGFIELD, OR 97477 - \ + ____ � BUFFALO �1 I A -___ tII [] -- - _ .. ' . -.. f _ 'oa WILD WINGS ------ - DURYEA & ASSOCIATES, P.S. ' s `R 2770 q I r - --- 7' PUBLIC UTILITY GATEWAY ST. q �. -- ----" EASEMENT ASPHALT SURFACE --/2702 N. Perry Street, Spokane WA 99207 \% SEE SHEET 3) PTI' �Zi _-__ _ --------- pa (89765399) @--- ----- - - tel: (509) 465-8007 13 _ -� PUBLIC ROAD EASEMENT www.duryea-associates.com (82008-056324) DATE: DECEMBER 2016 SHEET: L _ J SCALE: 1" = 50' 16.6 4 OF 5 O PROJECT SURVEYOR: MJD �- DRAWN BY: CCS 35.4' - / -�- LAST DATE OF REVISION: 2/28/17 JOB NO.: 15-2022 °a Csj PACIFIC HIGHWAY INTERSTATE 5 (3009 WME)x x STORM SEWER VARYING WIDTH ELECTRIC UNE Z x z z z z z z x x z z n z� (A PUBLIC HIGHWAY) S MNT ($901195) SEWER 27 EASEMENT (8901195) EASEMENT (860289, 60270) 15 18 27EASEE — _ — — _– — — — — — — — _ — DRAINAGE CHANNEL — _ — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ DRAINAGE CHANNEL J \\ .\♦\ \\ 'l Tf TE z ----------------- _-------- _--------- __ ___________________ _---------------------------------♦ ♦ III♦ `SII ® 1 1�` 3' ELECTRIC EASEMENT\ ♦♦ \ \ \ \ \v I ♦♦ PHALT SURFACE) ASPHALT SURFACE ASPHALT SURFACE 25 (88943900) \\ \♦ \\ \\ -��- ---------u ---------'-.. ----\----`- —I--------- -- - -#-- ---- - +TII ;_�, •p\`\, �j 28 ®- ---- D--- a--- --- �------ D- - --- - -- ------o �------- --- I;II.I. �1 : ��°�Qo � a45� LY LLC --------------- ------- ----------------�-----------o----- ° 30' STORM DRAIN2EASEMENT (87650098)-_-__ ____________________ ----------------w---------- --- O Qz� MEA----- ------ 1 FOR OCLE/P -LE/PEDESTRIAN PER ANANT SEMENT -- --- --- -- -------------- FACILITY FACILITY MAINTENANCE 12' WATER LINE (82007-022874) --`_`-___ EASEMENT (89008986) _______--------------------- ASPHALT SURFACE __ _____ ___�\ \ \`\ II' IIII \` I;1 14' SANITARY SEWER 21 0 O 0 0 ARY 1 1 EASEMENT (87650099) /i ;I i1�0o 3��Oo 0�3�00 80.1•: ❑ 111 6 6 ASPHALT SURFACE / s.z• \ ------------------------Lli i \ 6' POWER AND TELEPHONE EASEMENT 882151) 10' UTIUTY EASEMENT CINEMARK 17 13 O 2900 GATEWAY ST. ------------------I I 1 \ J (89640795) 32 O 2 STORY BLOCK BUILDING \ (89673241) -.' 41.1' HIGH ss' \�♦ i 'i `\ V �i of 10'UNDERGROUND POWER 2.roN I I '< +EASEMENT (820001-076870) ¢ ALT SURFAC+ ASPH ........ - 7'50--- - -- o GATEWAY 0 WIDE) � LOOP (6 E) _ --_ --- _ __ _ __� 1`� \`� r 9❑ ; 0 (A PUBLIC STREET) f e.a• b 1 -- .-N------------------------------------ t3' --- - I n ♦ 29.5' _12.4' ♦ 61.1' - - 1 4U' i \ I\` ^ HEIGHT=24a B m ... 71.5 i i L RY"Q n 7%, W W rIrn V1 W W V) THE SHOPPES AT GATEWAY 2750 GATEWAY ST. 1 STORY BUILDING BLOCK BUILDING 405,689 S.F. (FOOTPRINT) HEIGHT -30.5' SEARS 3030 GATEWAY ST. 1 STORY BLOCK BUILDING 119,781 S.F. (FOOTPRINT) 25.6' HIGH G O P " ,�ASdHALT JU�FACEJ I I II I I II y I I II I I II x toIO 10' ELECTRIC EASEMENT 25 (88943900) ..'u r I 2UB 3 95EMENT 32 O 0 0 0 0 o r • o 0 of + o r o 0 o b o •000 ®::. ®. N od ,. O __I \ 1 A i - (896 41) SURFACE -` ---------------------------E 58.7 n L--------------------------pOp_ r I I ------------- 0------------------------------------------------ ----- Q q Q Q Q -------------------- I I , •.. p I ; 289.0. IIIII IIIII II ; „ 1 O ® � ASPHALT SURFACE 1 1 1 I I I 1 STORM SEWER L KOHL'S li li li 1 ASEMENT (8901195) 27 2950 GATEWAY ST.#D / O D � D V VI II \ ' C / ��// I I / : •, 2 STORY BLOCK BUILDING I I Q # I �' 48.861 S.F (FOOTPRINT)Op // / / 40' HIGH7.1 / " m --------------------------- A I / ..9T ------------------------------------ i 12WATER UNE _ EASEMENT (#9008986) I ° 0. I _III ________J I ------- --- V _ _ V ___ _ _ _ ___J______________-' +;III, 11111; ' ___ q 'D // N II --I -- ___ �,lJ \, I�yRuJ _____ - __ __ ---------------------- \ I I I I I I 10' UTILI EASEMENT I I 1 1 1 795) 32 34 (896 3241) i OO ; 1 ; 1 O I / a 10' UTIL3ITY EASEMENT 1 I OC ,,ASPHALT SURFACE / I ( \ (89640795) , \ \ / J I ~ (89873241 {y I \ +- < LL ' 6' POWER UNE I h • ----- • x 'ry J i 14 EASEMENT (882428) ®U 81 1 11 1 MULTITENANT 'a MULTI -TENANT I ROADHOUSE GRILL \ D ® 'i ! ASPHALT SURFACE BUILDING x .'. BUILDING 3018 GATEWAY ST. V 2860 GATEWAY a 2880 GATEWAY ST. / (SEE SHEET 3) \ ' , + III II 11 I ST. 3 . (SEE SHEET 3) / O, L/5 SEE SHEET 3 ® / 1 II 1 STORM SEWER 27 / 10'1 TILITY EASEMENT 1li� I1 4D 1 ASPHALT SURFACE EASEMENT (8901195)O )! p + / (2002-042936) I -ow < I- I y li +\ /x�nl +' O -- I 1 %� ISI \ \ \ \ +03D+# 1 I y, <ai Ml v r � '... F \♦ \ HALT SURFACE--/— — — n ASP, , I 0 BSL. `\ u FL r r-• .g .`!' 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I — — —..—BUILDING SETBACK LINE -- - - - — CENTERUNE /// BUILDING UNE —xxxx-6' CHAIN LINK FENCE SIGNS HANDICAP PARKING SPACE UGHT POLE ® CATCH BASIN O MANHOLE C CONCRETE SURFACE ❑ O UTIUTY VAULT / BOK WATER / GAS VALVE 4 1 I TRAMC SIGNAL YJ FIRE HYDRANT ® STORM MANHOLE o POWER POLE p TREE LINE / BRUSH / LANDSCAPE + MISCELLANEOUS UTIUTY TRANSMISSION UNE TOWER REGISTERED PROFESSIONAL LAND SURVEYOR OREGON J LY 11, 2000 MITCHELL DURYEA 059638 EXPIRES 12/31/2017 PHYSICAL FEATURES ALTA/NSPS LAND TITLE SURVEYI Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Mai or Modification Pre -Submittal AOplication I. Exhibit I: Assessor's Map 0 ...mazzetti.com MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408 REVISpNS 17032200 R/IS011-LCAT155-CONVERTM1NV TJ GIS FORAS mi'=5 a ois-LCnr s -Codec ANGETUS4W5M,6M TAXATION ONLY SECTION 22 T.17S. R.3W. W.M. 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