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HomeMy WebLinkAboutPacket, DRC PLANNER 7/1/2021AGENDA DEVELOPMENT REVIEW COMMITTEE DEVELOPMENT SERVICES DEPARTMENT 225 FIFTH STREET Conference Room 616 StaffReview.' Tuesday, Juiy 20, 2021 9; 00 —10,•00 a,m, 1. Site Plan Mod Major 811-21-000165-TYP2 811-21-000125-PROJ BRFI Gateway Assessor's Map: 17-03-22-00 TL: 2305 Address: 2730 Gateway Street Existing Use: vacant area Applicant submitted plans for new surface parking lot at SW corner of existing mall site. Planner: Andy Limbird Meeting: Tuesday, July 20, 2021 9:00 — 10:00 virtual meeting via Microsoft Teams The Complete DRC Packet for this meeting is available online for you to review or print out from the laserfiche website: htto://www.sr)rinafield-or.gov/weblink8/browse.aspx City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 Site Plan Review SPRINGFIELD W 0#/ Revised 1/7/14 Id 1 of 11 Site Plan Review Pre -Submittal: ❑ iMajor Site Plan Modification Pre -Submittal, 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 Shoppes at Gateway— Southwest Parking Lot Addition Site Plan Review— Mai or Modification Pre -Submittal? Contents June 25, 2021 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 :.................................... 6 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 4.2-145 StreetLighting.......................................................................................................9 0 MAZZETTI I BHEGroup ...mazzettimm T 541.686.8478 940 Willamette Stre" Suite 310, Eugene, OR 97401 Shoppes at Gateway— Southwest Parking Lot Addition Site Plan Review— Mai or Modification Pre -Submittal? June 25, 2021 5.17-120 Submittal Requirements....................................................................................... 13 A. 4.2-150 Multi -Use Paths.....................................................................................................9 Required — Permitted Parking Space Calculation .......................................... 17 4.2-160 Accessways............................................................................................................9 Exhibit B: E. Section 4.3-100 - Infrastructure Standards - Utilities......................................................... 9 Exhibit C: 4.3-105 Sanitary Sewers..................................................................................................... 9 D. 4.3-110 StormwaterManagement......................................................................................9 Photometric Study, Details, and Proposed Lighting Cut -Sheets .................... 20 4.3-115,4.3-117 Water Quality Protection, Natural Resource Protection Areas .............. 10 Geotechnical Investigation............................................................................. 4.3-120 Utility Provider Coordination............................................................................. 10 Exhibit F: 4.3-125 Underground Placement of Utilities................................................................... 10 G. 4.3-130 Water Service and Fire Protection..................................................................... 11 23 4.3-135 Major Electrical Power Transmission Lines ...................................................... 11 ALTA Survey................................................................................................. 4.3-140 Public Easements................................................................................................ 11 Exhibit I: 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.................................................................................................................. 12 G. Section 4.5-100 - On -Site Lighting Standards.................................................................. 12 4.5-110 Illumination and Height...................................................................................... 12 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 ................................................. 13 4.6-135 Loading Areas -Facility Design and Improvements .......................................... 13 4.6-145,150,&155 Bicycle Parking -Facility Design ..................................................... 13 I. Section 5.17-100 - Site Plan Review................................................................................ 13 5.17-120 Submittal Requirements....................................................................................... 13 A. Exhibit A: Required — Permitted Parking Space Calculation .......................................... 17 B. Exhibit B: Tide Report..................................................................................................... 18 C. Exhibit C: Reduced Scale Site Map................................................................................. 19 D. Exhibit D: Photometric Study, Details, and Proposed Lighting Cut -Sheets .................... 20 E. Exhibit E: Geotechnical Investigation............................................................................. 21 F. Exhibit F: Small Site Stormwater Study.......................................................................... 22 G. Exhibit G: Stormwater Scoping Sheet............................................................................. 23 H. Exhibit H: ALTA Survey................................................................................................. 24 I. Exhibit I: Assessor's Map................................................................................................ 25 0 MAZZETTI I BHEGroup ...mazzetti.com T 541.686.8478 940 Willamette Stre" Suite 310, Eugene, OR 97401 Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021 Site Plan Review— Mai or Modification Pre -Submittal Aoolication 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 81 additional compact parking spaces, with three additional optional parking stalls that may be constructed in the future. 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 Tax Lots except Lot 2307, which is owned by Target Corporation. The site comprises 0 ...mazzew.com MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408 Shoppes at Gateway— Southwest Parking Lot Addition Site Plan Review— Mai or Modification Pre -Submittal? June 25, 2021 approximately 70 acres while the development area within the site comprises approximately one acre. Refer to the Title Report 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 (Journal #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): Included 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. 0 MAZZETTI I BHEGroup ...mazzetti.com T 541.686.8478 940 Willamette Stre" Suite 310, Eugene, OR 97401 Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021 Site Plan Review— Mai or 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, and7or 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. 0 MAZZETTI I BHEGroup ...mazzetti.com T 541.686.8478 940 Willamette Stre" Suite 310, Eugene, OR 97401 Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021 Site Plan Review— Maier Modification Pre -Submittal Application C. Compliance with Applicable Design and Construction Standards: The proposed development shall comply with all applicable public andprivate design and 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: Physicalfeatures, 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 Zonine 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 0 ...mazzew.com MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR 974001 Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021 Site Plan Review— Maier Modification Pre -Submittal Aoolication arcades 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 Height: The proposed development will have no impact on building heights. B. Section 3.3-200- Drinking Water Protection Overlay 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. The proposed 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. 0 ...mazzetti.com MAZZETBHEGroup 940 Willamette Stre" Suite 310, Eugene, OR TI Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021 Site Plan Review— Maier Modification Pre -Submittal Application C. Section 3.3-400 Floodplain Overlav 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. 0 ...mazzew.com MAZZETBHEGroup 940 Willamette Stre" Suite 310, Eugene, OR TI Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021 Site Plan Review— Mai or Modification Pre -Submittal Aoolication 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. Refer to Exhibit F for a Small Site Stormwater Study. 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 during the pre -submittal conference, stormwater quantity control is not required for this site. However, it should be noted that while 0 ...mazzew.com MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408 Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021 Site Plan Review— Maier Modification Pre -Submittal Aoolication the proposed stormwater treatment facilities for the development area will be sized for the water quality storm, they will also result in reduced peak flows from larger storm events. Stormwater Treatment: The proposed development will include vegetated stormwater treatment improvements, which will include vegetated rain gardens located at the east and west 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. The proposed stormwater treatment facilities will be designed to meet the requirements of the Eugene Stormwater Management Manual, as referenced the City's stormwater quality standards presented in Chapter 3 of the Engineering Design Standards and Procedures Manual (EDSP). TSS, bacteria, and mercury standards are addressed through compliance with the Eugene Stormwater Management Manual. 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 are not mapped as a Water Quality Limited Watercourse. However, the wetland is listed as a Locally Significant Wetland M28 in the Springfield Local Wetlands Inventory and requires a minimum 25' setback from construction of impervious surfaces. Therefore, no impervious surfaces are proposed within 25' of the ordinary high-water boundary for this wetland. The wetland boundary usedto establish this setback was delineated during the 2014 redevelopment project. Per discussion with City staff during the pre -submittal conference, a new wetlands delineation is not required for this project. 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. 0 ...mazzew.com MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408 Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021 Site Plan Review— Maior Modification Pre -Submittal AOplication 4.3-130 Water Service and Fire Protection Findings: Modifications to the domestic water and fire protection services are not proposed for this development. 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. The site plan is currently under review by Pacific Power to verify their requirements for improvements within their easement. If trees are prohibited within the easement, shrubs will be substituted as discussed with City staff during the pre - submittal conference. 4.4-110 Screening Findings: The Gateway Refinement Plan requires screening along the west and south sides of the site. The screening plantings have been selected to meet the intent of the screening requirements, while balancing the site conditions. Factors considered in plant selection include the following: • Safety / Visibility: Unauthorized pedestrian traffic currently occurs between the I-5 / Harlow Road overpass and within the blackberry thicket in the I-5 right-of-way. An evergreen hedge may worsen this condition. • Elevation of Harlow Road: The parking lot is visible from Harlow Road due to the site topography. An evergreen hedge would not effectively screen the parking lot from view and the selected plantings will enhance the appearance of the southern edge of the parking lot. 0 ...mazzetti.com MAZZETBHEGroup 940 Willamette Stre" Suite 310, Eugene, OR TI Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021 Site Plan Review— Maier Modification Pre -Submittal Aoolication Existing Vegetation at I-5: The existing blackberries within the I-5 right- of-way currently screen the parking lot from view. The selected plantings have been selected to promote hearty establishment and discourage encroachment from the adjacent blackberries. Stormwater Facilities: The plantings within the west stormwater facility will also serve as screening. These screening plantings within the stormwater facility have been selected to grow well in this type of stormwater facility. It is difficult to find an evergreen plant to survive in these conditions. 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 full 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. See Exhibit D for Photometric Study. The site plan is currently under review by Pacific Power to verify their requirements for improvements within their easement. The maximum height of light poles is limited by the language of the Pacific Power easement. H. Section 4.6100 - Vehicle Parkins Loading and Bicycle Parking 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 0 ...mazzetti.com MAZZETBHEGroup 940 Willamette Stre" Suite 310, Eugene, OR TI Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021 Site Plan Review— Maier Modification Pre -Submittal Aoolication landscaped areas except where those areas have been widened to account for vehicle overhang. 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 minimum 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. SDC 4.6-120.17 requires that not more than 30% of the total parking spaces in the parking lot be designated for compact cars. Based on previous land use approvals, the parking within the mall site as a whole is taken in aggregate, and parking requirements are not assessed for each tax lot. Similarly, the intent of SDC 4.6-120 is to ensure the total compact parking spaces for the site (not tax lot) does not exceed 30%. It should also be noted that the proposed parking lot is located within the general mall control area and is outside of the Walmart lease boundary. The proposed addition of 84 parking spaces will increase the percentage of compact parking spaces for the site to 7.3%. For context, it should be noted that the proposed additional parking spaces will increase the percentage of compact parking spaces within the Walmart / Big 5 parcel (tax lot 2305) to 25%. 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 Oregon licensed Civil Engineer. Compliance with the submittal requirements of this section is 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 0 ...mazzetti.com MAZZETBHEGroup 940 Willamette Stre" Suite 310, Eugene, OR TI Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021 Site Plan Review— Mai or Modification Pre -Submittal Aoolication 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). Required screening plantings on south and west side of parking lot is shown on Drawing L100. • 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 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. 0 ...mazzetti.com MAZZETBHEGroup 940 Willamette Stre" Suite 310, Eugene, OR TI Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021 Site Plan Review— Maier Modification Pre -Submittal Aoolication • 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 patterns. 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 Exhibit D: • Location, orientation, and maximum height of proposed light fixtures (refer to C201 and Exhibit D details). • Lighting fixture shielding type, cut-off angles, type of illumination, wattage, luminous area, and photometric test report (refer to Exhibit D cut -sheets). • Photometric study (refer to Exhibit D). I. The information required by SDC 5.17-120(I) is contained within the application as follows: • Requirement 1. The required narrative description can be found in Part I of this document. • Requirement 2. The owner has signed the application. • Requirement 3. The Site Plan — Overall drawing (Sheet C200) serves as a vicinity map for the proposed development area. • Requirement 4. Refer to the findings for SDC 3.3-200 in this document. • Requirement 5. No discretionary uses are planned for this site. • Requirement 6. There is no proposed tree felling activities with this development that would require a Tree Felling Permit. • Requirement 7. No Annexation application is required for this redevelopment. • Requirement 8. Refer to the findings for SDC 4.3-117 in this 0 ...mazzew.com MAZZErn BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR 9541.686.84774018 Shoppes at Gateway— Southwest Parking Lot Addition Site Plan Review— Mai or Modification Pre -Submittal? June 25, 2021 document. • Requirement 9. Refer to the findings for SDC 4.3-117 in tris document. • Requirement 10. A Geotechnical Exploration of the development site is included in Exhibit E. �� MAZZETTI I BHEGroup ...mazzetti.com T541.686.8478 940 Willamette Stre" Suite 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 June 25, 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 June 25, 2021 Site Plan Review— Maior Modification Pre -Submittal AOplication B. Exhibit B: Title Report 0 ...mazzetti.com MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408 _ Nr tAmerfcae Title lesurm,o Cm my First American 2692 ��.t Aven"e Eugene, OR 97906-]397 PM - (6Tn]63 (77)714-2900 Fax - -916] SUPPLEMENTAL PUBLIC RECORD REPORT FOR NEW SUBDIVISION OR LAND PARTITION THIS REPORT IS ISSUED BY THE ABOVE-NAMED COMPANY ("THE COMPANY") FOR THE EXCLUSIVE USE OF: First American Tide Insurance Company-, National Commercial Services Two Liberty Place, , 50 South 16th Street, Suite 2600 Philadelphia, PA 19102 Phone: (215)568-0212 Date Prepared : June 28, 2021 Effective Date : 8:00 AM on June 23, 2021 Order No. : 7199-3714721 Subdivision N/A The information contained in this report is furnished by First American Title Insurance Company (the "Company") as an information service based on the records and indices maintained by the Company for the county identified below. This report is not title insurance, is not a preliminary title report for title insurance, and is not a commitment for title insurance. No examination has been made of the Company's records, other than as specifically set forth in this report. Liability for any loss arising from errors and/or omissions is limited to the lesser of the fee paid or the actual loss to the Customer, and the Company will have no greater liability by reason of this report. This report is subject to the Definitions, Conditions and Stipulations contained in it. 7714];%0 A. The Land referred to in this report is located in the County of Lane, State of Oregon, and is described as follows: As fully set forth on Exhibit "A" attached hereto and by this reference made a part hereof. B. As of the Effective Date, the tax account and map references pertinent to the Land are as follows: As fully set forth on Exhibit "A" attached hereto and by this reference made a part hereof. C. As of the Effective Date and according to the Public Records, we find title to the land apparently vested in: As fully set forth on Exhibit "B" attached hereto and by this reference made a part hereof D. As of the Effective Date and according to the Public Records, the Land is subject to the following liens and encumbrances, which are not necessarily shown in the order of priority: As fully set forth on Exhibit "C" attached hereto and by this reference made a part hereof. Pubic Record Report for Nm 6ubdvwon or ParBM1on Page 1 of 19 (Ver. 20080422) Hot f an Tide Lsunme fun"P Pubic Record Repot for New S bdvision o lard Parddon Order No. ]193-3714721 EXHIBIT"A" (Land Description Map Tax and Account) PARCELI: Beginning at a point on the East line of Interstate Five, said point being 600.0 feet North 040 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 680 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 comer 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 000 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 Westedy 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 arc 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 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 000 04' West from the Southwest corner 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 000 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 Westedy 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. 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, 1498.38 feet South 00 04' East from the Northwest comer of said Donation Land Claim No. 46; thence South 00 04' East 211.69 feet along said West line; thence South 890 49' 20" West 834.94 feet to a point on the Eastedy right of way line of Interstate 5; thence South 40 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 corner of said Donation Land Claim No. 46; thence North 00 04' West 278.19 feet along said West line; thence North 890 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 890 45' 20" West 1248.92 feet to the True Point of Beginning, in Lane County, Oregon. PARCEL IV: Beginning at a point being North 00 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 Pubic Record Repot for New S bdvision o Parddon Page 2 of 19 (Ver. 20080422) Hot f an Title Lsunme fun"P Pubic Record Repot for New S bdvision or lard %Tion Order No. ]193-3714721 South, Range 3 West of the Willamette Meridian; said point being on the Westerly margin of Beverly Street, thence along said margin South 210 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 night (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 890 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 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, Recorders 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 850 20' 00" East 192.50 feet; thence South 40 40' 00" West 146.92 feet; thence South 850 20' 00" East 178.76 feet; thence North 40 40' 00" East 4.85 feet; thence South 850 20' 00" East 35.78 feet; thence North 340 39' 03" East 84.36 feet; thence South 850 20' 00" East 429.71 feet; thence South 40 21' 29" East 65.26 feet; thence along the arc of a 228.00 foot radius curve to the night (the chord of which curve bears South 320 09' 15" West 271.32 feet) a distance of 290.59 feet; thence South 680 40' 00" West 166.75 feet; thence South 210 20'00" East 54.00 feet; thence South 680 40' 00" West 60.00 feet; thence North 210 20' 00" West 54.00 feet; thence South 680 40' 00" West 217.49 feet; thence South 900 00' 00" West 365.85 feet; thence North 40 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) 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 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 Pubic Record Report for New S bdvision or %rtiM1on Page 3 of i9 (Ver. 20080422) Hot f an Tide L urame Con ny Pubic Record Repot for Nm S bdvsion or lard Parddon Order No. ]193-3714721 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, Recorders 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 Mendian; 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 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 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 terns 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. NOTE: This legal description was created prior to January 1, 2008. Pubic Record Repot for Nm S bdvsion or Na Tion Page 4 of 19 (Ver. 20080422) Hot f an Title L urarca Con ny Pubic Record Repot for Neva S bdvsion or lard Na fim Order No. ]193-3714721 Map No.: 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 Tax Account No.: 1054251, 0188373, 1459146, 1489812, 0188449, 1772597, 1772605, and 1004538 Pubic Record Repot for New S b&sion or Na fion Page 5 of i9 (Ver. 20080422) Hot f an Tide Lsurame Con ny Pubic Record Repot for Nm S bdvsion or lard Parddon Order No. ]193-3]1421 EXHIBIT"B" (Vesting) BRFI Gateway, LLC, a Delaware limited liability mmpany Pubic Record Repot for Nm S bdvsiw or Parddon Page 6 of 19 (Ver. 20080422) Hot f an Tide L urame Con ny Pubic Record Repot for Nm S bdvsicn or lard Parddcn Order No. ]193-3714721 EXHIBIT"C" (Liens and Encumbrances) 1. City liens, if any, of the City of Springfield. 2. Easement, including terms and provisions contained therein Recording Information: June 23, 1926 as Book 148, Page 569, Deed Records of Lane County, Oregon In favor of: Mountain States Power Company For: Electric transmission lines and/or electric distribution system 3. Easement, including terms and provisions contained therein: Recording Information: June 23, 1926 as Book 148, Page 571, Deed Records of Lane County, Oregon In favor of: Mountain States Power Company For: Electric transmission lines and/or electric distribution system 4. Easement, including terms and provisions contained therein: Recording Information: November 04, 1936 as Book 189, Page 24, Deed Records of Lane County, Oregon In favor of: Eugene -Springfield Land 8. Water Company For: Irrigation ditches and canals The above easement was assigned by numerous documents, the last of which was Quitclaim Deed, Recorded February 22, 1989, Reception No. 89-08203, in the aforesaid land records. S. Limited access provisions contained in Deed to the State of Oregon, by and through its State Highway Commission recorded June 28, 1957, Reception No. 16055, which provides that no right of easement or right of access to, from or across the State Highway other than expressly therein provided for shall attach to the abutting property. 6. Limited access provisions contained in Deed to the State of Oregon, by and through its State Highway Commission recorded May 15, 1958, Reception No. 38851, which provides that no right of easement or right of access to, from or across the State Highway other than expressly therein provided for shall attach to the abutting property. 7. Easement, including terms and provisions contained therein: Recording Information: October 30, 1959, Reception No. 82151 In Favor of: Eugene Water 8. Electric Board For: Electric power, telephone and telegraph equipment, lines and poles 8. Easement, including terms and provisions contained therein: Recording Information: November 03, 1959, Reception No. 82428 In Favor of: Eugene Water 8. Electric Board For: Electric power, telephone and telegraph equipment, lines and poles Pubic Record Repot for Nm S bdvsiw or Parddon Page 7 of 19 (Ver. 20080422) 13. Easement, including terms and provisions contained therein Hot f an Title L urame Con ny September 24, 1976, Reception No. 76-50098 Pubic Record Repot for New S bdvsiw or lard Na fico Order No. ]193-3714721 Drainage purposes 9. Easement, including terms and provisions contained therein: Recording Information: February 21, 1962, Reception No. 60269 In Favor of: Pacific Power 8. Light Company For: Electric transmission and distribution fines 10. Easement, including terms and provisions contained therein: Recording Information: February 21, 1962, Reception No. 60270 In Favor of: Pacific Power 8. Light Company For: Electric transmission and distribution lines 11. Easement, including terms and provisions contained therein as disclosed by the following document:: Agreement and the terms and conditions thereof: Recording Information: May 21, 1962, Reception No. 70248 The City of Springfield In Favor of: Pacific Power 8. Light Company Gateway Mall Limited Partnership For: Electric transmission and distribution lines 12. Easement, including terms and provisions contained therein as disclosed by the following document: Modification and/or amendment by instrument: Recording Information: May 21, 1962, Reception No. 70248 March 13, 1990, Reception No. 90-11886 and February 11, 1998 as In Favor of: McKenzie Water Control District Instrument No. 98-09140 For: Floodway and ditches 13. Easement, including terms and provisions contained therein Relic Record Repot for New S bdvsiw or Na fion Page 6 of i9 (Ver. 20080422) Recording Information: September 24, 1976, Reception No. 76-50098 In Favor of: City of Springfield For: Drainage purposes 14. Easement, including terms and provisions contained therein: Recording Information: September 24, 1976, Reception No. 76-50099 In Favor of: City of Springfield For: Drainage purposes 15. Easement, including terms and provisions contained therein: Recording Information: February 08, 1980, Reception No. 80-07062 In Favor of: City of Springfield For: Public utilities 16. Disposition and Development Agreement and the terms and conditions thereof: Between: The City of Springfield And: Gateway Mall Limited Partnership Recording Information: October 21, 1988, Reception No. 88-44251 Modification and/or amendment by instrument: Recording Information: March 13, 1990, Reception No. 90-11886 and February 11, 1998 as Instrument No. 98-09140 17. Waiver, Consent to Pay Assessment, Agreement to Pay Certain Improvement Costs, and Agreement for Provision of Surety including the terms and provisions thereof: Recorded: October 21, 1988, Reception No. 88-44252 Executed by: Gateway Mall Limited Partnership Relic Record Repot for New S bdvsiw or Na fion Page 6 of i9 (Ver. 20080422) Hot f an Title Lsurame Con ny Pubic Record Repot for New S bdvsion or lard Na fion Order No. ]199-3714721 18. Easement, including terms and provisions contained therein: Recording Information: September 28, 1989, Reception No. 89-43900 In Favor of: Eugene Water 8. Electric Board For: Underground electric distribution line 19. Easement, including terms and provisions contained therein: Recording Information: February 23, 1990, Reception No. 90-08986 In Favor of: Rainbow Water Fire District For: Underground water line 20. Easement, including terms and provisions contained therein: Recording Information: March 08, 1990, Reception No. 90-11195 In Favor of: City of Springfield For: Storm sewer line and traffic signal devices 21. Construction, Operation and Reciprocal Easement Agreement, including terns and provisions thereof. Recorded: March 13, 1990, Reception No. 90-11883 Modification and/or amendment by instrument: Recording Information: June 13, 2003 as Instrument No. 2003-053669 Modification and/or amendment by instrument: Recording Information: October 29, 2013 as Instrument No. 2013-056807 Modification and/or amendment by instrument: Recording Information: June 10, 2014 as Instrument No. 2014-021249 Assignment and Assumption Agreement and the terms and conditions thereof, recorded March 07, 2017 as Instrument No. 2017-011363. 22. Unrecorded Separate Agreement and the terns and conditions thereof: Between: Gateway Mall Limited Partnership And: Dayton -Hudson Corporation (Target), as disclosed by memorandum thereof Recording Information: March 13, 1990, Reception No. 90-11884 23. Lease and the terns and conditions thereof Lessor: Gateway Mall Limited Partnership a South Dakota limited partnership Lessee: Sears, Roebuck and Co., a New York Corporation As disclosed by: Memorandum of Lease Recorded: April 09, 1990 Recording No.: Reception No. 90-16157 (Affects a portion) Agreement of Subordination, Non -Disturbance and Attornment, including the terns and provisions thereof, recorded January 06, 2016 as Instrument No. 2016-000456 The lease above being subordinated to the Insured Mortgage by virtue of a Subordination, Nondisturbance and Attornment Agreement, by and between BRFI Gateway, LLC and (as successor - in interest), as lessor, Sears, Roebuck and Co., a New York corporation, as tenant, dated September 19, 2017, and recorded September 20, 2017 as Instrument No. 2017-047246. Pubic Record Report for New S bdvsion or Partition Page 9 of i9 (Ver. 20080422) Frit f can Tide Laurance fun"P Pubic Record Repot for Nei Subdvision or lard Partition Order No. ]199-3714721 The present ownership of the leasehold created by said lease and other matters affecting the interest of the lessee are not shown herein. 24. Lease and the teras and conditions thereof: Lessor: Gateway Mall Partners, a South Dakota general partnership Lessee: United Merchandising Corp., a California Corporation As disclosed by: Memorandum of Lease Recorded: April 11, 1995 Recording No.: Instrument No. 95-19998 (Affects a portion) The present ownership of the leasehold created by said lease and other matters affecting the interest of the lessee are not shown herein. 25. Easement, including terms and provisions contained therein: Recording Information: June 18, 1996 as Instrument No. 96-40795 In favor of: Springfield Utility Board For: Utility purposes 26. City of Springfield Improvement Agreement and Application for Sewer Hookup, including terns and provisions thereof. Recorded: June 20, 1996 as Instrument No. 96-41612 27. Easement, including terms and provisions contained therein: Recording Information: October 30, 1996 as Instrument No. 96-73241 In favor of: Springfield Utility Board For: Utilities 28. Easement, including terms and provisions contained therein: Recording Information: September 26, 1997 as Instrument No. 97-65399 In favor of: City of Springfield For: Public utilities 29. Lease and the terns and conditions thereof as disclosed by Memorandum of Lease. Lessor: Gateway Mall Partners, a South Dakota general partnership Lessee: Cinemark USA, Inc., a Texas corporation Dated: November 25, 1997 Recorded: September 07, 1999 Recording Information: Instrument No. 99-077472 (Affects a portion) Subordination, Non -Disturbance and Attomment Agreement, including the terms and provisions thereof, recorded 3anaury 06, 2016 as Instrument No. 2016-000457. The lease above being subordinated to the Insured Mortgage by virtue of a Subordination, Nondisturbance and Attornment Agreement, by and between BRE Gateway, LLC and (as successor - in interest), as lessor, CINEMARK USA, INC., a Texas corporation, as tenant, dated September 19, 2017, and recorded September 20, 2017 as Instrument No. 2017-046716. The present ownership of the leasehold created by said lease and other netters affecting the interest of the lessee are not shown herein. Public Record Report for New Subdvision or Partition Page 0 of 19 (Ver. 2001 Est f an Title Lsurame fun"P Pubic Record Repot for New S bdvsiw or lard Na fiw Order No. ]199-3714721 30. Easement, including terms and provisions contained therein: Recording Information: November 16, 2001 as Instrument No. 2 00 1-0766 70 In Favor of: City of Springfield, acting by and through its Springfield Utility Board For: utility 31. Lease and the terns and conditions thereof as disclosed by Memorandum of Lease. Lessor: GGP - Gateway Mall, L.L.C., a Delaware limited liability company Lessee: RCI Realty, LLC, a Georgia limited liability company Dated: December 31, 2001 Recorded: March 01, 2002 Recording Information: Instrument No. 2002-016301 (Affects a portion) Assignment of Rights in Lease, including the terns and provisions thereof, Dated: October 11, 2002 Recording Information: October 30, 2002 as Instrument No. 2002-084778 An assignment of the Lessee's interest in said lease was Executed By: Ammst, LLC, a Delaware limited liability company To: Apple Oregon, LLC, a Delaware limited liability company Dated: October 10, 2012 Recorded: October 16, 2012 Recording Information: Instrument No. 2012-053095 The present ownership of the leasehold created by said lease and other matters affecting the interest of the lessee are not shown herein. 32. Easement, including terms and provisions contained therein: Recording Information: June 04, 2002 as Instrument No. 2002-042936 In Favor of: City of Springfield, a municipal corporation, acting by and through is Springfield Utility Board For: utilities 33. Lease and the terns and conditions thereof as disclosed by Memorandum of Lease. 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. Term: 5 years Dated: June 06, 2003 Recorded: June 13, 2003 Recording Information: Instrument No. 2003-053841 (Affects a portion) The present ownership of the leasehold created by said lease and other matters affecting the interest of the lessee are not shown herein. The assignment of Lessee's interest under the lease. Assigned By: OCB Restaurant Co., a Minnesota corporation, as successor by merger to OCB Realty Co. Assigned To: ORGS LLC, a Delaware limited liability company Pubic Record Repot for New S bdvsiw or Na fiw Page 11 of 19 (Ver. 20080422) Hot f an Title Lsurame fun"P Pubic Record Repot for New S bdvsiw or lard Na fico Order No. ]199-3714721 Dated: June 06, 2003 Recorded: June 13, 2003 Recording No.: Instrument No. 2003-053842 (Affects a portion) Grant Deed (Improvements), including the terns and provisions thereof, Recording Information: June 13, 2003 as Instrument No. 2003-053843 (affects only improvements owned by ORGS, LLC) The present ownership of the leasehold created by said lease and other matters affecting the interest of the lessee are not shown herein. 34. Lease and the terns and conditions thereof Lessor: ORGS LLC, a Delaware limited liability company Lessee: ORG Properties LLC, a Delaware limited liability company As disclosed by: Memorandum of Lease Recorded: June 13, 2003 Recording No.: Instrument No. 2003-053847 35. Lease and the terns and conditions thereof as disclosed by Memorandum of Lease. Lessor: ORG Properties LLC, a Delaware limited liability company Lessee: O.R.G. Restaurants, LLC, a California limited liability company Term: 15 years Dated: June 06, 2003 Recorded: June 13, 2003 Recording Information: Instrument No. 2003-053850 (Affects a portion) Modification and/or amendment by instrument: Recording Information: May 07, 2013 as Instrument No. 2013-024627 The present ownership of the leasehold created by said lease and other matters affecting the interest of the lessee are not shown herein. 36. Non -Disturbance and Attomment Agreement, including terns and provisions thereof. Recorded: June 13, 2003 as Instrument No. 2003-053851 37. Lease and the terns and conditions thereof as disclosed by Memorandum of Lease. Lessor: GGP-Gateway Mall, L.L.C., a Delaware limited liability company Lessee: Kohl's Department Stores, Inc., a Delaware corporation Term: Term expiring January 31, 2027, subject to 8 separate options to extend the term for successive periods of 5 years each Dated: August 15, 2005 Recorded: November 15, 2005 Recording Information: Instrument No. 2005-090944 (Affects a portion) The lease above being subordinated to the Insured Mortgage by virtue of a Subordination, Nondisturbance and Attornment Agreement, by and between BRFI Gateway, LLC (as successor -in - interest), as lessor, KOHL'S DEPARTMENT STORES, INC., a Delaware corporation, as tenant, dated September 19, 2017, and recorded September 20, 2017 as Instrument No. 2017-046717. Pubic Record Repot for New S bdvsiw or Na fion Page U of 19 (Ver. 20080422) Hot f an Title Lsurame fun"P Pubic Record Repot for New S bdvsion or lard Na fion Order No. ]199-3714721 The present ownership of the leasehold created by said lease and other matters affecting the interest of the lessee are not shown herein. 38. Easements, including the terms and provisions thereof, contained in that General Judgment entered in Lane County Circuit Court Case No. 160600821, and recorded April 06, 2007 as Instrument No. 2007-022874 39. Landlord Agreement and the terns and conditions thereof: Between: Apple Oregon, LLC, a Delaware limited liability company And: GGP-Gateway Mall, LLC, a Delaware limited liability company Recording Information: December 26, 2012 as Instrument No. 2012-066081 40. Lease and the terns and conditions thereof: Lessor: GGP-Gateway Mall, LLC, a Delaware limited liability company Lessee: Wal-Mart Stores, Inc., a Delaware corporation As disclosed by: Memorandum of Lease Recorded: December 27, 2012 Recording No.: Instrument No. 2012-066273 (Affects a portion) Subordination, Non-Disturbance and Attornment Agreement, including the terms and provisions thereof, recorded February 04, 2016 as Instrument No. 2016-004754 The lease above being subordinated to the Insured Mortgage by virtue of a Subordination, Nondisturbance and Attornment Agreement, including terns and provisions thereof by and between BRFI Gateway, LLC (as successor-in-interest), as lessor, Wal-Mart Stores, Inc. a Delaware corporation, as tenant, dated September 19, 2017, and recorded September 20, 2017 as Instrument No. 2017-046715. The present ownership of the leasehold created by said lease and other netters affecting the interest of the lessee are not shown herein. 41. Payment and Performance Bond, including terms and provisions thereof. Recorded: March 28, 2013 as Instrument No. 2013-016861 42. Unrecorded lease dated July 23, 2010, as amended, by and between BRFI Gateway, LLC (successor in-interest), as landlord, and Cabala's Wholesale, Inc., a Nebraska corporation, as tenant. The lease above being subordinated to the Insured Mortgage by virtue of a Subordination Agreement, Acknowledgment of Lease Assignment, Estoppel, Attornment and Non-Disturbance Agreement, by and between BRFI Gateway, LLC (as successor-in-interest), as lessor, Cabala's Wholesale, Inc., a Nebraska, as tenant, dated September 19, 2017, and recorded September 20, 2017 as Instrument No. 2017-046718. 43. Unrecorded lease dated June 28, 2013, as amended, by and between BRFI Gateway, LLC (successor in- interest), as landlord, and Marshalls of MA, Inc., a Massachusetts corporation, as tenant. The lease above being subordinated to the Insured Mortgage by virtue of a Subordination, Nondisturbance and Attornment Agreement, by and between BRFI Gateway, LLC (as successor-in- interest), as lessor, Marshalls of MA, Inc., a Massachusetts corporation, as tenant, dated November 08, 2017, and recorded November 09, 2017 as Instrument No. 2017-055692. Pubic Record Repot for New S bdvsion or Na fion Page 0 of 19 (Ver. 20080422) Est f an Title Lsunme fun"P Pubic Record Repot for New S bdvision or lard %fion Order No. ]199-3714721 44. Lease and the terns and conditions thereof: Lessor: GGP - Gateway Mall L.L.C., a Delaware limited liability company Lessee: Wingmen V, LLC, a Washington limited liability company As disclosed by: Memorandum of Lease Recorded: May 17, 2013 Recording No.: Instrument No. 2013-026684 (Affects a portion) 45. Easement rights implied by that certain Memorandum of Lease from GGP - Gateway Mall L.L.C., a Delaware limited liability company, Lessor, to Wingmen V, LLC, a Washington limited liability company, Lessee, recorded May 17, 2013 as Instrument No. 2013-026684. 46. Notice of Operations and Maintenance Agreement, including terms and provisions thereof. Recorded: February 26, 2014 as Instrument No. 2014-006757 47. An unrecorded lease and the terms and conditions thereof, disclosed by instrument recorded under recording no. May 05, 2014 as Instrument No. 2014-016278. Lessor: GGP-Gateway Mall, LLC, a Delaware limited liability company Lessee: Hobby Lobby Stores, Inc., an Oklahoma corporation Dated: March 31, 2014 Term: 10 The lease above being subordinated to the Insured Mortgage by virtue of a Subordination, Nondisturbance and Attornment Agreement, including terms and provisions thereof by and between BREI Gateway, LLC (as successor -in -interest), as lessor, Hobby Lobby Store, Inc., an Oklahoma corporation, as tenant, dated September 19, 2017, and recorded September 20, 2017 as Instrument No. 2017-046719. 48. Unrecorded lease dated September 30, 2014, as amended, by and between BREI Gateway, LLC (as successor -in -interest), as lessor, Gateway Health Club, LLC, an Oregon limited liability company, as tenant. The lease above being subordinated to the Insured Mortgage by virtue of a Subordination, Nondisturbance and Attornment Agreement, by and between BREI Gateway, LLC (as successor -in - interest), as lessor, Gateway Health Club, LLC, an Oregon limited liability company, as tenant, dated September 19, 2017, and recorded September 20, 2017 as Instrument No. 2017-050793. 49. An unrecorded lease and the terms and conditions thereof, disclosed by instrument recorded under recording no. February 24, 2015 as Instrument No. 2015-007001. Lessor: GGP-Gateway Mall, LLC, a Delaware limited liability company Lessee: Ulta Salon, Cosmetics 8. Fragrance, Inc., a Delaware Corporation Dated: February 10, 2015 50. Lease and the terns and conditions thereof Lessor: GGP-Gateway Mall, L.L.C., a Delaware limited liability company Lessee: Ross Dress for Less, Inc., a Virginia corporation As disclosed by: Memorandum of Lease Recorded: March 13, 2015 Recording No.: Instrument No. 2015-009799 Pubic Record Report for New S b&ision or %fion Page 14 of 19 (Ver. 20080422) Hot f an Tide Lsurame fun"P Pubic Record Repot for New S bdvsion or lard Parddon Order No. ]199-3714721 (Affects said land and other properties) The lease above being subordinated to the Insured Mortgage by virtue of a Subordination, Nondisturbance and Attornment Agreement, by and between BRFI Gateway, LLC and (as successor - in interest), as lessor, ROSS DRESS FOR LESS, INC., a Virginia corporation, as tenant, dated September 19, 2017, and recorded October 16, 2017 as Instrument No. 2017-050792. 51. Subordination, Non -Disturbance and Attomment Agreement, including terms and provisions thereof. Recorded: May 13, 2015 as Instrument No. 2015-020736 (Affects said land and other properties) 52. Deed of Trust and Assignments of Rents. Grantor/Trustor: BRFI Gateway, LLC, a Delaware limited liability company Grantee/Beneficiary: Wells Fargo Bank, National Association Trustee: First American Title Insurance Company, a Nebraska corporation Amount: $59,500,000.00 Recorded: September 20, 2017 Recording Information: Instrument No. 2017-046713 Note: This Deed of Trust contains Line of Credit privileges. If the current balance owing on said obligation is to be paid in full in the forthcoming transaction, confirmation should be made that the beneficiary will issue a proper request for full reconveyance. Modification and/or amendment by instrument: Recording Information: January 20, 2021 as Instrument No. 2021-003840 and re- recorded January 26, 2021 as Instrument No. 2021-005399 53. Public Access and Maintenance Easement Agreement for Bicycle and Pedestrian Facilities, including terms and provisions thereof. Recorded: July 25, 2018 as Instrument No. 2018-034455 (Affects Tax Lot 2109 and Tax Lot 2200) 54. Unrecorded leases or periodic tenancies, if any. NOTE: Taxes for the year 2020-2021 PAID IN FULL Tax Amount: $19,568.50 Map No.: 17-03-22-00-02109 Property ID: 1054251 Tax Code No.: 01900 NOTE: Taxes for the year 2020-2021 PAID IN FULL Tax Amount: $945,103.70 Map No.: 17-03-22-00-02200 Property ID: 0188373 Tax Code No.: 01900 Pubic Record Repot for New S bdvsiw or Na fion Page 0 of 19 (Ver. 20080422) Hot f an Title Lsurame fun"P Pubic Record Repot for New S bdvsiw or lard Na fiw Order No. ]199-3714721 NOTE: Taxes for the year 2020-2021 PAID IN FULL Tax Amount: $185,508.82 Map No.: 17-03-22-00-02218 Property ID: 1459146 Tax Code No.: 01900 NOTE: Taxes for the year 2020-2021 PAID IN FULL Tax Amount: $91,023.01 Map No.: 17-03-22-00-02219 Property ID: 1489812 Tax Code No.: 01900 NOTE: Taxes for the year 2020-2021 PAID IN FULL Tax Amount: $178,642.31 Map No.: 17-03-22-00-02300 Property ID: 0188449 Tax Code No.: 01900 NOTE: Taxes for the year 2020-20214 PAID IN FULL Tax Amount: $18,460.40 Map No.: 17-03-22-00-02305 Property ID: 1772597 Tax Code No.: 01900 NOTE: Taxes for the year 2020-2021 PAID IN FULL Tax Amount: $55,152.00 Map No.: 17-03-22-00-02305 Property ID: 1772605 Tax Code No.: 01900 NOTE: Taxes for the year 2020-2021 PAID IN FULL Tax Amount: $34,568.26 Map No.: 17-03-22-00-02305 Property ID: 1004538 Tax Code No.: 01900 NOTE: This Preliminary Title Report does not include a search for Financing Statements fled in the Office of the Secretary of State, or in a county other than the county wherein the premises are situated, and no liability is assumed if a Financing Statement is fled in the Office of the County Clerk covering Fixtures on the premises wherein the lands are described other than by metes and bounds or under the rectangular survey system or by recorded lot and block. Pubic Record Repot for New S bdvsiw or Na fiw Page 16 of 19 (ver. 20080422) Fast American Tide Lsurame Company Pubic Record Report for New Subdivision or lard Random Order No. 7199-37147L1 DEFINITIONS, CONDITIONS AND STIPULATIONS 1. Definitions. The following term, have the stated meaning when used in this report (a) "Customer': The person or persons named or shown as the addressee of this report. (b) "Effective Dale": The effective data stated in this report (c) 'Land': The land specifically described in this report and improvements affixed therein which by law constitute real Property. (d) "Public Records": Those records which by the laws of the state of Oregon impart constructive notice ofmhtters relating to the land. 2. Liability of the Company. (a) THIS REPORT IS NOT AN INSURED PRODUCT OR SERVICE OR A REPRESENTATION OF THE CONDITION OF TITLE TO REAL PROPERTY. IT IS NOT AN ABSTRACT, LEGAL OPINION, OPINION OF TIME, TIME INSURANCE COMMITMENT OR PRELIMINARY REPORT, OR ANY FORM OF TITLE INSURANCE OR GUARANTY. THIS REPORT IS ISSUED EXCLUSIVELY FOR THE BENEFIT OF THE APPLICANT THEREFOR, AND MAY NOT BE USED OR REUED UPON BY ANY OTHER PERSON. THIS REPORT MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT FIRST AMERICANS PRIOR WRITTEN CONSENT. FIRST AMERICAN DOES NOT REPRESENT OR WARRANT THAT THE INFORMATION HEREIN IS COMPLETE OR FREE FROM ERROR, AND THE INFORMATION HEREIN IS PROVIDED WITHOUT ANY WARRANTIES OF ANY KIND, AS -IS, AND WITH ALL FAULTS. AS A MATERIAL PART OF THE CONSIDERATION GIVEN IN EXCHANGE FOR THE ISSUANCE OF THIS REPORT, RECIPIENT AGREES THAT FIRST AMERICANS SOLE LIABILITY FOR ANY LOSS OR DAMAGE CAUSED BY AN ERROR OR OMISSION DUE TO INACCURATE INFORMATION OR NEGUGENCE IN PREPARING THIS REPORT SHALL BE LIMITED TO THE FEE CHARGED FOR THE REPORT. RECIPIENT ACCEPTS THIS REPORT WITH THIS LIMITATION AND AGREES THAT FIRST AMERICAN WOULD NOT HAVE ISSUED THIS REPORT BUT FOR THE LIMITATION OF LIABILITY DESCRIBED ABOVE. FIRST AMERICAN MANES NO REPRESENTATION OR WARRANTY AS TO THE LEGALITY OR PROPRIETY OF RECIPIENTS USE OF THE INFORMATION HEREIN. (b) No costs (including, without limitation attorney lees and other expenses) of defense, orpmsecution ofany action, is afforded b the Customer. (c) In any event, the Company assumes no liability for loss or damage by reason of the following: (1) Taxes or assessments which are not shown as existing liens by the records ofany taxing authority that levies taxes or assessments on real property or by the Public Records. (2) Any facts, rights, interests or chins which are not shown by the Pubic Records but which could be ascertained by an inspection of the land or by making inquiry of persons in Possession thereof. (3) Easements, liens or enanbrances, or chins thereof, which are not shown by the Public Records. (4) Discrepancies, encroachments, shortage in area, con Rcts in boundary Ines or any oder facts which a survey would disclose. (5) (i) Uhphlented mining claims; (i) reservations or exceptions in Patents or in Acts au dionxing the issuance thereof, (iii) water rights or dairy or fide b water. (6) Any right, title, interest, estate or easemen t in land beyond the Ines of the area specifically described or referred b in this report, or in abutting streets, mads, avenues, alleys, lanes, ways or waterways. (7) Any law, orddina nce or governmental regulation (including bu t not limited b building and tuning laws, ordinances or regulations) restricting, regulating, Pmhibifing or relating b (i) the occupancy, use or enjoyment on the land; (i) the character, dimensions or location of any improvement now or hereafter erected on the land; (iii) a separation in ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a Part, or (iv) environmental protection, or the effect of any violation of diese laws, ordinances or governmental regula dons, except b the extent that molice of the enforcement thereof or a notice of defect, len or encumbm nce resulting from a violation or alleged violation affecting the land has been recorded in the Public Records at the effective date hereof. (8) Any governmental police pourer not excluded by 2(dx 7) above, except b the extent that notice of the exercise thereof or a notice of a delect, lien or encumbrance resulting from a violation or alleged violation affecting the land has been recorded in be Public Records at the effective date hereof. (9) Defects, liens, encumbrz nces, adverse claims or other matters created, suffered, assumed, agreed b or acbally known by the Customer. Charge. The change for this report does not include supplemental reports, updates orodheradditional services of the Company. Pubic Record Report for New Subdivision or Random Page 17 of 19 (Ver. 20080422) Hot fmariban Tide Lsurarce fnrrpam pubic Record Report for New Subdivision or and Parddcn Order No. 7191 0 N Assessor wep-GerAdVaniy9a oy sentry omamles 1"or.a mac i a s i n asm baron 90D x?xa _ ISEE NEAP_ P £EEP I J3=01 �f208 I I � ^ Server ro yye z -ca i mss �y N L �cc SEE`"d n SEEMAP � ff M1P i 02Ti15IR I SCC W P vd322)4 ;h� r o s N 4 rrae ParcelIU: 1489812 2800 Gateway St FirstAnderican Title" Springfield, OR 97477 This map/plat Is being furnished as an aid in locating the herein described land in relation to adjoining streets, natural boundaries and other land, and is not a survey of Ne land depicted. Except to the extent a policy of title Insurance is expressly modified by endorsement, if any, the company does not Insure dimensions, distances, location of easements, acreage or other matters shown thereon. helps figients.sentrydynamics.neVAssrMapipareelld=1489812&enty=OR_Lane 1/1 pubic Record Report for New Subdivision or Parddon Page 1B of 19 (ver. 20CB(pi on oc oris iQ I 3 I MAP � 9 .54 tio4 1iP921 a1 "2 f. lOi a fiG 3G 019-00 ¢§ -* , IrMA, )'r 1"or.a mac i a s i n asm baron 90D x?xa _ ISEE NEAP_ P £EEP I J3=01 �f208 I I � ^ Server ro yye z -ca i mss �y N L �cc SEE`"d n SEEMAP � ff M1P i 02Ti15IR I SCC W P vd322)4 ;h� r o s N 4 rrae ParcelIU: 1489812 2800 Gateway St FirstAnderican Title" Springfield, OR 97477 This map/plat Is being furnished as an aid in locating the herein described land in relation to adjoining streets, natural boundaries and other land, and is not a survey of Ne land depicted. Except to the extent a policy of title Insurance is expressly modified by endorsement, if any, the company does not Insure dimensions, distances, location of easements, acreage or other matters shown thereon. helps figients.sentrydynamics.neVAssrMapipareelld=1489812&enty=OR_Lane 1/1 pubic Record Report for New Subdivision or Parddon Page 1B of 19 (ver. 20CB(pi Hot f an Title kaurame fun"P Pubic Record Repot for Neva S bdvmim or lard Na fico Order No. ]199-3]1421 Pubic Record Repot for New S bdvmim or Na fion Page 19 of 19 (ver. 20080422) Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021 Site Plan Review— Maier Modification Pre -Submittal Application C. Exhibit C: Reduced Scale Site Map 0 ...mazzetti.com MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408 _ _ 1�1>STATE 5 ._._._._._._._._._._._._._._._._._._._._.__ACIFJC XICHNAY (t5I ---- ' I17, V ) Mm vevv y vevveoAv �� IIIIII�, w Izo) v� v %�v %% Ilnllnl� -IIPIjj ------------ o ______ -------------- .�.. r� O,.��,......�.r.a,v• a.. -_ —_ ----------- --_----------------� __ ____ i � I Yt' SII EMSTWO WA MT i T sur �Il�y��I I BIIEPWI- i � � I I DEIIEIOPIEMf n ss.. RRFA ad Ci20i Shoppes at Gateway— Southwest Parking Lot Addition Site Plan Review— Mai or Modification Pre -Submittal? June 25, 2021 D. Exhibit D: Photometric Study, Details, and Proposed Lighting Cut -Sheets �� MAZZETTI I BHEGroup ...mazzetti.com T541.686.8478 940 Willamette Stre" Suite 310, Eugene, OR 97401 � SHOPPES AT GATEWAY IL'I AMal JUNE 25, 2021 IES PHOTOMETRIC LIGHTING DESIGN REPORT Photometric Toolbox IES ROAD REPORT PHOTOMETRIC FILENAME: E1-AG132.IES DESCRIPTIVE INFORMATION (From Photometric File) IESNA:LM-63-2002 [TESTI ISF 34053P7 FTESTLABI SCALED PHOTOMETRY [I SSU EDATEI 11/20/2017 [MANUFACI Lithonia Lighting [LUMCATI DSX1 LED P3 30K T4M MVOLT [LUMINAIRE] DSX1 LED P3 30K T4M MVOLT [LAMP] LED [BALLAST] LED DRIVER LAG132I File was generated from AGi32 CHARACTERISTICS IES Classification Longitudinal Classification Lumens Per Lamp Total Lamp Lumens Luminaire Lumens Downward Total Efficiency Total Luminaire Efficiency Luminaire Efficacy Rating (LER) Total Luminaire Watts Ballast Factor Upward Waste Light Ratio Maximum Candela Maximum Candela Angle Maximum Candela (<90 Degrees Vertical) Maximum Candela Angle (<90 Degrees Vertical) Maximum Candela At 90 Degrees Vertical Maximum Candela from 80 to <90 Degrees Vertical Cutoff Classification (deprecated) LUMINAIRE CLASSIFICATION SYSTEM (LCS) Type IV Short N.A. (absolute) N.A. (absolute) 11425 N.A. (absolute) N.A. (absolute) 112 102 1.00 0.00 6502.141 35H 70V 6502.141 35H 70V 0 (0.0% Luminaire Lumens) 3032.68 (26.5% Luminaire Lumens) N.A. (absolute) Photometric Toolipti Copyright 2002-2019 by Lighting Analysts, Inc. Page 1 Calculations based on published IES Methods and recommendations, values rounded for display purposes. Reaps derived from content of manufacturers photometric file. Lumens %Lamp %Luminaire FL-Fianl-Lau(0-30) 7D9.2 N.A. 6.2 FM - Frani-Medium (3060) 3332.6 N.A. 292 FH - Fmnl-High (60-80) 4695.3 N.A. 41.1 FVH- Front -Very, High (80-911) 263.3 N.A. 2.3 BL-Back-Low(0-30) 467] N.A. 4.1 BM- Back -Medium (30-60) 1060.2 N.A. 9.3 BH-Back-High(6060) 778.8 N.A. 6.8 BVH - Back -Very High (80-90) 118.1 N.A. 1.0 ILL -Uplight-Low(90-100) 0.0 N.A. 0.0 UH-Uplight-High(100-180) 0.0 N.A. 0.0 Total 11425.2 N.A. 100.0 BUG Rating B2-Ul Photometric Toolipti Copyright 2002-2019 by Lighting Analysts, Inc. Page 1 Calculations based on published IES Methods and recommendations, values rounded for display purposes. Reaps derived from content of manufacturers photometric file. � SHOPPES AT GATEWAY 1,'i AMa l JUNE 25, 2021 IES PHOTOMETRIC LIGHTING DESIGN REPORT IES ROAD REPORT PHOTOMETRIC FILENAME: E1-AG132.IES POLAR GRAPH Maximum Candela =6502.141 Located At Horizontal Angle= 35, Vertical Angle= 70 # 1 -Vertical Plane Through Horizontal Angles (35 - 215) (Through Max. Cd.) # 2 - Horizontal Cone Through Vertical Angle (70) (Through Max. Cd.) Photometric Toolbol Copyright 2992-2019 by Lighting Analysts, Inc. Page 9 Calculations based on published IES Methods and recommendations, values rounded for display purposes. Reaps derived from content of manufacturers photometric file. � SHOPPES AT GATEWAY 1,'1 AMal JUNE 25r 2021 IES PHOTOMETRIC LIGHTING DESIGN REPORT IES ROAD REPORT PHOTOMETRIC FILENAME: E1-AG132.IES LUMINAIRE CLASSIFICATION SYSTEM (LCS) GRAPH Lur inaire Lumens Upligm 80 90 80 Back 0 From Luminaire Lumens: Front: Low=709.2, Medium=3332.6, High=4695.3, Very High=263.3 Back: Low=467.7, Medium=1060.2, High=778.8, Very High=118.1 Uplight: Low=0.0, High=0.0 BUG Rating: B2 -UO -G3 Photometric Toolbol Copyright 2992-2019 by Lighting Analysts, Inc. Page 11 Calculations based on published IES Methods and recommendations, values rounded for display purposes. Reaps derived from content of manufacturers photometric file. � SHOPPES AT GATEWAY 1►', AZZErn JUNE 25, 2021 LIGHTING DESIGN rd��IIII` D -Series Size 1 LED Area Luminaire E_ Buy k n Specifications EPA: 101 mm O W Length: 33" Widen: 13. mw L Height HL 7-1/2" omw H] 3-1/2" Ht Height H2: Weight 27 fibs r� i• xo'mm wamnd�r��.wr.m�a mma.m�p E1,E1A LUMINAIRE TYPE Introduction The modern styling of the D -Series is stdldng yet unobtrusive -making a bold, progressive statement even as it blends seamless)y with its environment. The DSeries distills the benefits of the latest in LED technology into a high performance, high efficacy, long -life luminaire. Theoutstanding 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: DSX1 LED P7 40KT3M MVOLT SPA NLTAIR2 PIRHN DDBXD RAILED BiXI LED rmwNaptla 30R 3000R 115 Typelefimt 1515 TypeVvaySRmt' As SNWHiFAWe`I' PI Po' P]' IDR 9o]BR AummmNe) -. 155 TypeVedmt' XVDLT SPA S'.'Ienourp, P2 PS' PB 50R 5000R 1II Type IISMn -'. 15M TypeVmellum' 17m" vu APA Rundlolemauming'o P3 P6' P9 12M ppellmellum '.,, 15W Ty,ye,oe' Ig" W" Wall hDpW Ayyteyapya TIS Type IIISRan '., BLC RarklgMmntml' 20" SPIIMBA genre Ne unemllmouming Map. PIO' P12' i3M Typelllmatm -". LTO Iefirmreturo' 2d0" APUMM Routs pale unlwUllnomrg ad laP P11' P13. TO ppelVmetum ". 9To R4]MmmarlMR' 2n" SHppel -0asltly mM Fovaaltdmv ".. 3I2" KANDOCD11 MetdtmmournghwWalapmt return I®3" Mefiyfinhh)12 AIWFIFioIM PIA H4]Nloµ W/amEkmmm{&15'mounting h11ht AIWFIFioIM MUD Nlkllmna NLWIA2 AlRgtnm0an2emLb1" amelMeelMremnledatst °" RNrk PIRHN Nnvotk,RgRlloxrtatbnlamElemmimr" Wor nemannylmnmtRmdem PIAH Hm Mgr, g SF SngIyetleen'el2 Deal Singlefutt 120,271,341Y)" IX11Xo Natunlaluminum .t5y.bnlalM'emttnm{1S➢]mouming a dlmtmmTemdleia6f"" PEA NFMA WkFbk Woos PIAIFUV HmNloµtrcnbnlahed.ltnm{&15'maun0n9fiegfiL m Wume(utt ID82tl, ffi]V)" LW WD WIiM1e FNtpinm<eplxkanNmmmkmdeinlrepanre)'s'° a LlntrelmremLlelatlf °" LW Iefi:wtMo(Ala' WBIXD imuref EatkLmnx ZPEAS u Yanpin R¢ta[leanly mnmffiantiM1 yanre)°'° PIAHI WV 8FFe4malbNamL'enlmm{63YrtomAhg Mlglry M R9fit Marolo,W DBIEXD holuel Llatk IX16 0M-Ie0 amlntmremLlelalt- Hp V(ame'ntoMatbns' MUD iMuen mVmrepe'. ) FAD hld9jLeWleaNpr- W glypmniraln) M Cmnplam aluminum Di Dual oyr,hng'eiuo aliwel —Molly M-160 imuelwMre Bs a:dmllev EGS Esemalglaresntld fALIMON/A oraram,Way • ce,Vers Goad, X012 • Pne�a l.mwCs-5sW93M • v,.,�.r�rnoma nom Irat-Frn "01/77AI o Mill1 xsi A<.uy e„na, LOk, Iz. Al 'q- ovtten P,9ot de COMMERCInFOUroOOR � SHOPPES AT GATEWAY ►'I AZZE7T1 JUNE 25, 2021 LIGHTING DESIGN Ordering Information Options EGS-E benal Glare Shleld HANDHDLE ORIENTATION D 9 1 wNde E1,E1A LUMINAIRE TYPE Tempyb Y8 Top of PoW vs b. wi.rype: EFQ ei¢I Tenon Mounting Slipfitter DSXI Am Luminalre-EPA •n'Tky 11ml®IreITA mm2mi I T- 11 TI IT I" I"" � 111, ii�m.rnlI—I uareirc—in° "' FiYure0,anl IBNo.My MMIMWgMWMIWW Accessorles w�.b,n�ywen MIMW M1IIARM' ORM" M° Vloo�9'a nN M1lY ° n,n6Alneell° PINYrereNreV A Yn6W Mfin�ImAmiiwMg mmgAeMaM,mlpey f6M1IIIX6p 11 mrelg•uAa Options EGS-E benal Glare Shleld HANDHDLE ORIENTATION D 9 1 wNde E1,E1A LUMINAIRE TYPE Tempyb Y8 Top of PoW vs b. wi.rype: EFQ ei¢I Tenon Mounting Slipfitter DSXI Am Luminalre-EPA •n'Tky 11ml®IreITA mm2mi I T- 11 TI IT I" I"" � 111, ii�m.rnlI—I uareirc—in° "' FiYure0,anl IBNo.My MMIMWgMWMIWW MIMW ORM" fA L?NON/A ore umomawar • Q,I, ceo, X012 • Phore 1s -SEW 93 e) •www.l,finoma,om re E ITI LED L/ONfYNO. oa,vxa,emy e,ana•USMre, in<. Ai,gy,, red. wmmcaanfOUTXOR P�aznra SHOPPES AT GATEWAY ►rAZZE7TI JUNE 25, 2021 LIGHTING DESIGN LUMINAIRE TYPE ometric Diagrams -- •-- • • • -•• •• •• - • • •• -••- ao-■■■o ;7a lid MIRMIR 1111111111 ■moommom ■■■m■■ 11111111 11m1111m rE+Imtia■ aai.G■�\a11 1/vow IN I/O/AO■■\all ■■((/pommig'■ Olga MINIMIZE a1m0■a" OLILRED■OIJIIN �.moommom■■■m>,. 1111�s11 ..�E-m 111:■.ail o■■■■o■ 0000■ oo■oo ■■000 MENEM ■l as11 0 ■uME110 ■Illa■OI11■■ ■ll\�nalOg■■ o.00�o ■■No No ■■■o■ M 00 Ili--sJ11 aosee� oti�onn■ fA L/TNL7N/A One bt• to Way • � ,rs. c ,3M12 • ano- isro-ra -SEW93A3) • www.Ih,n.... ..m Dan D "a—Iff/NP.. omnami lt, 311a DSM�s, m<All ns - x wmm ,+saaae WMm[xOnLWDWR ao-■■■o ;7a lid MIRMIR Ili--sJ11 aosee� oti�onn■ fA L/TNL7N/A One bt• to Way • � ,rs. c ,3M12 • ano- isro-ra -SEW93A3) • www.Ih,n.... ..m Dan D "a—Iff/NP.. omnami lt, 311a DSM�s, m<All ns - x wmm ,+saaae WMm[xOnLWDWR � SHOPPES AT GATEWAY 1►' , AZZErn JUNE 25r 2021 LIGHTING DESIGN Lumen Ambient Temperature (LAT) Multipliers wa. em..we.mnn...a.e.. Am..ma+1w,..age amA.,11a,�ce�a<.� AemnmCPalase Projected LED Lumen Maintenance �16re'C.�.Wn4lrem°�I�danllars ML® mivaW Z9NA l Ml n p..larva usaoon.e I.y.-epe.larvamaal.lp wWwl.rour,wT.Ivnr m.emMreram.awm..�e:ma e...en,mn. MM.N 3nw.Mnw.lu eJalvnr rwYRmnm Won anb6rxby ,gam lanma vs 9 Inv 10x one om T U4 la� ART va 9 n9 Izs 1� ART nae o3x nn rolvW Lwb vs 1 m lam IH ue 0R am nsl "a ofl 03x m I ao n9 les 1X om nee la�F OR Projected LED Lumen Maintenance �16re'C.�.Wn4lrem°�I�danllars ML® mivaW Z9NA l Ml n p..larva usaoon.e I.y.-epe.larvamaal.lp wWwl.rour,wT.Ivnr m.emMreram.awm..�e:ma e...en,mn. MM.N 3nw.Mnw.lu eJalvnr rwYRmnm Won anb6rxby ,gam lanma Electrical Load E1,E1A LUMINAIRE TYPE v1 I m I s3o I sr Ias�nm �nmlmyl Nolnu vx 9 mo m oso o3a nm nm nm nm vs 9 Inv 10x one om nn oso om OR va 9 n9 Izs 1ne :4. o® nn nae o3x nn rolvW Lwb vs 1 m lam IH ue 0R am nsl "a ofl 03x m I ao n9 les 1X om nee mvye,.m wx o3a :9 W nfl 1•'uMl Iwllamll [n ym®sr[ s 015' mmnflnal`RlforlSM—Ah, vn ® 1. 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AIlllgh ,mervae. e.+. nv11m WI.11.1[ICwfOUn%10v v,ynaore � SHOPPES AT GATEWAY 1►' , AZZErri JUNE 25, 2021 LIGHTING DESIGN E1,E1A LUMINAIRE TYPE Lumen Output ..,4....6 pm.m.ecu.0 ln�m .414. LR1oe. mm.-wI-emd .1-14..d4-&M,.MF 4. w.,... 1Wn , 1Mem ENE o,.unf. W '. 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RM 1 NB 3 0 x 100 1053E 3 0 3 116 11716 3 0 3 118 135 Ill 3 0 3 105 nM 3 0 3 113 14,M 3 0 3 111 1361 1 151 3 0 x 100 N. 3 0 3 116 11681 3 0 3 113 n 3 E 0 3 116 n{R 3 0 3 3 0 3 3 0 3 117 115 IR IMI 111165 3 0 3 105 n,IBx IfIM l 0 3 IR 11,N8 ISVS 119fl 1 0 1 ux Isp69 1 0 1 m Is,II9 1 0 1 Ia Is 119W 3 0 1 Ill Is,OB) 3 0 1 OI IS,DI 3 0 1 1II ISM 1 963 1 0 3 IR Is 0E 1 0 3 IID IVB 1 0 x 1II ISW 1 R 1 0 3 111 10,900 1 0 3 IID I Is 1 0 3 RI 81( IIR] 1 0 l ® 11,0]9 1 0 l 95 I Bfl 1 0 l 96 1(0 IDS 1 0 3 f6 B,B19 1 0 3 ]I 951 1 0 3 II BQO IDS 1 0 3 M B,B19 1 0 3 ]I &951 1 0 3 II ID IIR R im RS MAN 3 0 3 105 15,010 3 0 3 115 14011 3 0 3 116 IE 11,M1 3 0 3 105 Is,N7 3 0 3 111 IS,W7 3 0 3 116 RM 11,M 3 0 3 IR IS,. 3 0 3 115 I6,0N 3 0 3 IR 135 11,21 3 0 3 13 Is,3➢ 3 0 3 111 ISSN 3 0 3 113 nM 11TH x 0 3 IR 15010 3 0 3 115 16010 3 0 3 116 IMI 11H1 3 0 3 IM 15,0Po 3 0 3 Ilx IS,WE 3 0 3 3 0 3 115 160i0 3 0 3 1 0 1 119 16,67E 1 0 1 1 0 1 119 1461 1 0 1 1 0 l 119 14610 1 0 l 1 0 3 118 I6,SN 1 0 3 111 116 21 121 Ill IID mM 11W5 l 0 3 106 Is,BW m3 1 m 1 0 1 111 16,061 1s 1 fl5 3 0 1 111 16,02 Isl 1 m 1 0 l 111 14035 nlY 11151 1 0 3 110 16,33 9( IZw 1 0 l fl R,91 1 0 l 91 11103 1 0 l 95 1(N 0965 1 0 3 65 9(x51 1 0 3 1 9,1X1 1 0 3 71 I. 0965 1 0 3 65 900 1 0 3 1 9}R 1 0 3 ]1 '. LIMAYMIA ora Ltho-Wry•C,A,.G rgb3N12•Pho-1De3amss (NN) • ++.Ith.... ..m gosxl-Leo L/ON71N0. om11=1 A-V 31. osSLme, I nu 119 -re.. -a. vwnm v,y.sore 001.1MERCInLOULDWE � SHOPPES AT GATEWAY 1►a, AZZErri JUNE 25, 2021 LIGHTING DESIGN E1,E1A LUMINAIRE TYPE Lumen Output rmmF6eem mpimn.6In—Ia r 14NA Llol l em ,d ro M rtMamafv M.e by Le qFx G f—,W p�(mrvm Gu m aM m�5yau-n. rot.Mwn 6sn 313 3E RM I33 1361 3041 N I2M N 163W 3593 ISS ISM 35W 81( 1(0 R(0 IJ IJ 1 7,19 17M IJ 9 17 9 17 3 1 9 1 4 1 N IBjID 144& Il 107M 0 3 3 3 3 3 3 3 4 4 4 5 l 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 3 3 3 3 3 1 1 3 3 l 3 3 1® 108 IW 105 IOB 104 169 113 113 113 Ill & f6 f6 19,918 18990 19,996 10,493 191W9 10633 19,010 - 19, 19,016 19)W 19,616 1$W3 11,614 11,614 3 3 3 3 3 3 3 4 4 4 5 l 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 3 3 3 4 4 1 3 3 3 3 3 3 117 117 113 113 117 114 IIJ RI 1II 131 IID 96 JI 31 19,3W 19,338 19,33] 18)ID 18VI 188]1 19 EN ID050 $,6ti $016 19,895 11. 11}61 11)61 3 3 3 3 3 3 3 4 4 4 5 l l l 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 3 3 3 3 4 4 1 3 3 3 3 3 3 118 118 119 115 118 116 IIB Ifl Ifl Ifl 1II 97 Jl R N 11m W 183W TIS 192V 3 0 3 105 A712 3 0 3 113 3 935 3 0 3 115 IE 19 65 3 0 3 105 M.3 0 3 113 A. 3 0 3 114 204 IV. 3 0 3 105 W 3 0 3 114 21.W 3 1 0 1 3 1 115 I33 Il 3 0 3 102 A141 30 3 110 ID 3 1304 19,39 3 0 3 103 ID,7. 3 0 3 113 21M 3 PM 18&0 3 0 4 103 A- 3 0 4 111 ID¢3 3 0 4 111 0 3 115 0 4 IR WM 19,26 3 0 4 103 ID,7. 3 0 4 113 $416 3 0 4 115 RVS 017 40 1 103 11564 4 0 1 IIB 2 4 0 1 119 3S3 09 4 0 E 103 21581 4 0 3 IIB 1184 4 0 l 119 3A1 1993 4 0 l IW 21,527 5 0 3 118 II TA 5 0 3 119 35W 19 5 0 3 169 llffi 5 0 3 IIJ 1169 5 0 3 118 81( 1 RB 3 0 3 W 1 M 3 0 3 93 IJ314 3 0 3 94 IQO 11,742 l 0 3 H 1j649 l 0 3 W IZM l 0 3 A R(0 ",742 l 0 3 H 1j649 l 0 3 W IZM l 0 3 A ® I09 A yR,y TIS l 9 3 0 3 1W 21. 3 0 3 IR 24,. 3 0 3 119 IE 3 6 3 0 4 1W 34ffi 3 0 4 IIJ 3491 3 0 4 IIB I3M 3 3 0 3 1W 34333 3 0 3 118 34635 3 0 3 119 I3S 31y10 3 0 4 165 W 3 0 4 114 89 3 0 4 115 132 J 3 0 4 IW 24,. 3 0 4 IIJ 34535 3 0 4 119 321 M. 3 0 4 165 $A1 3 0 4 115 2,041 3 0 4 116 RA1 W13 3 0 4 109 34,39 3 0 4 11J 24,W 3 0 4 119 393 $415 5 0 1 113 $II4 5 0 1 1II 3{43 5 0 1 Ifl 3S3 N 4 0 l 113 24 4 0 3 1II A. 4 0 l Ifl RM 374 5 0 3 113 181 5 0 3 1II R4W 5 0 3 1.- fl 35W II1 5 0 4 IR 016 5 0 4 RI R 33 5 Ani 0 4 1II 81( 149 3 0 3 W 19W5 3 0 3 W $136 3 0 3 0 4 0 4 9 II Jl 1(0 1 m l 0 3 f6 I47M l 0 4 JI 14,903 l I. 1jfl5 l 0 3 f6 I4,7M l 0 4 JI 14,9H3 l W 1. A 341W TIS $515 3 0 3 1W 3],551 3 0 3 114 l],Wl 3 0 3 116 TE $518 3 0 4 1W 27. 3 0 4 114 27$11 3 0 4 116 RM A. 3 0 3 IW Pf61 3 0 3 115 IDR 3 0 3 116 I35 24,. 3 0 1 4 IW X791 3 0 4 111 37130 3 0 4 113 132617 3 0 4 1W 293 3 0 4 115 37W6 3 0 4 116 3W1 3 1 3 0 4 104 99 3 0 4 IR 37,339 3 0 4 0 4 0 1 113 116 Ill Vb' 2W 3 0 4 IW II3 393 16616 5 0 1 110 $WI 5 0 1 119 H,W] S IS $WB 4 0 l 111 $M 5 0 3 119 A'. S 0 l Ill TW 36¢1 5 0 3 110 $655 5 0 3 119 ID,WI S 0 3 IID 35W 6 5 0 4 110 M 5 0 4 IIB IDW] S 0 4 IID 81( 90 3 0 3 W 613 3 0 3 91 WB 3 0 3 95 IQO 1 19 3 0 4 W I B15 l 0 4 A 1709 1 0 4 JI RW 1 19 l 0 4 W 16,815 l 0 4 A 17,09 1 0 4 JI FAL/Tf/ON/A One LIh-la Wry • C ,,, Gemgia3W y • lh— 1.eoo-rossem•omW •—.reno,,. om-moo "Arl-l Call=1 x.,V 31Ly6ay lm<. All Ill rea—i xe,. nvnm Pa4aede C0MMEROnLOUTXOx � SHOPPES AT GATEWAY 1►' , AZZE7TI JUNE 25, 2021 LIGHTING DESIGN E1,E1A LUMINAIRE TYPE 4 .. . Lumen Ou put ipr IM-»ue lau6.a. dry IM— MA,I&,d, w wm AI—M byL t,, FNt e, e,a,vw m 5ID RO 10. 213 IE 2M 133 13M PM mM RVS ISS rsM rsw 9( 1(m I. 1 l 1 967 1 01 1 7. 1 193 1 9M IJM AM AM 112N 1 13] 1905 ]Rl 7fl9 3 4 3 4 4 4 4 3 3 4 4 3 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 4 3 4 4 4 4 1 1 z 3 3 3 4 Ill 1II IE IID IM 1II IE IM IE IE Ra Im A A;24.7� 14 0 11%9 14XI 11752 14213 1 96 1439 14A9 14,ID4 MMI MIB 1170 I 3 4 3 4 4 4 4 4 3 4 4 3 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 4 3 4 4 4 4 1 1 z 3 3 3 4 1. 13z IN1< IID IN 13z 135 . 135 135 IN 111 A A 14 14,146 1 1 9M 1< 3 14,121 14Am 145. 14A. 14,. 14,M4 11@E 07 1. 3 4 3 4 4 4 4 4 3 4 3 1 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 < 3 < < < 4 1 1 z 3 3 3 4 IN 1 133 IM 131 IX 133 137 130 136 IM 13S 1. m m m ]O1 RI 13M, 213 1 SK 3 0 3 IllS 3 0 3 IN 1 ml 4 0 4 132 IE 16,161 4 0 4 RO3 4 0 4 IA 1],951 4 0 4 131 rMA Iq79 4 0 4 Rz3 4 0 4 137 Igml a 0 4 133 133 Ikm 4 0 4 118 4 0 4 Il] R,6. 4 0 4 IID I3M Ikm 4 0 4 Izz2 4 0 4 132 Kni 4 0 4 133 IMI 1 A 4 0 4 IID 4 0 4 R9 R9t6 4 0 4 131 IRM 1 857 4 0 4 Ifl39 4 0 4 133 14m, 4 0 4 IN 156 196 4 0 1 IM7 4 0 1 133 1 518 4 0 1 las— ISS 4 0 1 Ill3 4 0 l 13z 1 l 4 0 z Ikm ISM 1. 4 0 l Ill8 4 0 l 1. 1 8 4 0 z IN IN ISW 1 n 4 0 3 1IIM 5 0 3 131 1 193 5 0 3 133 81( IM45 3 0 3 Im15 3 0 3 Im 13103 3 0 3 110 1(m 9,® 1 0 3 R l 0 3 . Ig18] l 0 3 N Bml 9$75 4 0 4 R 4 0 4 18 IgR3 4 0 4 N ® Im Rl IDM, RS 9. 4 0 4 111 ,4 4 0 4 1 IID 6m7 4 0 4 Ill IE M. 4 0 4 110 34 31 5 0 5 119 M9. 5 0 5 IID RM P) 4 0 1 113 75 4 0 4 RI 93 4 0 4 Ifl 133 Sm 1 0 1 Im 24,. 5 0 5 11] 2454 5 0 5 119 IN, z3,Mi 1 0 1 IR ml 4 0 4 121 . 4 0 4 IB IMI A. 5 0 5 110 24. 5 0 5 119 24,m 5 0 5 IID IRM x3,414 5 0 5 113 AID 5 0 5 1II AN3 5 0 5 Ifl Iw ANN 5 0 1 Ra Aal 5 0 1 Ill A]II 5 0 1 IN ISS Aim 4 0 z R3 M. 4 0 z 1II n- 4 0 z Ifl ISM A374 5 0 3 113 AI81 5 0 3 @ Alm 5 0 3 Ifl 63Y 165 5 0 4 IR x4935 5 0 1 RI Z71 5 0 1 1II IT 19fl1 4 0 4 93 ]I] 4 0 1 100 9N 4 0 4 101 1(m 1 N l 0 3 M 14,M l 0 4 ]I 14,M l 0 4 52- 1. 1. 1 ]16 4 0 4 M 14,M 4 0 4 ]I 11.3 4 0 4 R m I2M R3 .1w RS A. 4 0 4 Im P,Xi 4 0 4 118 P]m 4 0 4 TO IE 61 5 0 5 Im AIDS 5 0 5 118 PS9 5 0 5 119 I]M Ano a o a m 21,696 a o a Ro zgw7 a 0 4 RI Rs x4,97 5 0 5 Im M,]9 5 0 5 116 P,III 5 0 5 R] I3M A.5 5 0 5 m 21,69 5 0 5 IID Aml 5 0 5 In IMI 10 5 0 5 Im x]138 5 0 5 118 P l 5 0 5 119 mM 61 5 0 5 Ill 2700 5 0 5 2 R 5 0 5 1II 1 113 1B4O56 5 0 1 RI15 0 1 Ifl0 3 IO z]F I9 5 0 l IID IR 5 0 l 1n0 3 112 z]F 13 5 0 3 IID 165 5 0 3 5 0 1 119 D912RI 4 0 4 W Ain0 1n0 M.50 4 111 x]561 0 4 . A. 4 M 16341 z 0 4 71 1650 z o 4 n 0 5 M 165x1 5 0 5 ]I 16$Z7 5 0 5 R fA L/TNON/A 0 e 6vLtho—Ww - w,haa � ,3M12 - ano- 1-NsSERVpmm • �lhth,,�a nom o9l L` 4OM/NO. Call=1 n�e„�os, sM�I nu,ls6,*re=—I w.. wmm C000ME[ Iu0U]o008 v+sa]ore � SHOPPES AT GATEWAY 1►r, AZZErn JUNE 25, 2021 LIGHTING DESIGN FEATURES & SPECIFICATIONS INTENDED USE The sleek design of the 0.5erles S e 1 reflects the embedded high performance LEDtechnobgy Itis ideal kr many commercial and munkipal applica6om, such as parking bts, plazas, campuses, and streerscapes. CONSTRUCTION Single -piece die-cast aluminum housing has integral heat sink fins to optimize thermal management hrough conductive and convective cooling. Modular design allows for ease of maintenance and future light engine upgrades. The LED drivers are mounted In directconted with the casting to promote low operating temperature and long life. Housing is completely sealed against moisture and ental contaminants OP65). Low EPA U 01 flx1 for optimized pole wind oadnm g. FINISH Exterior parts are protected by a zinc Infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to cormsion and weathering. A tightly controlled mol&stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in both textured and nourtextured finishes. OPTICS Precision -molded proprietary acrylic lenses are engineered for superior area lighting distribution, uniformity, and pole spacing. fight engines are available in standard 3000 K, 4000 K and 5000 K (70 CRI) configurations. The D -Series Sae 1 has zem uptight and qualifies as a Nighttime Friendlym produch meaning it is con si stent with the LEEDO and Green Globes'" criteria for eliminating wasteful uptight. ELECTRICAL Light engine configurations consist of high-edlcary LEDs mounted to metal core suit boards to maximize heat dissipation and promote long life (up to L85/100,000 ho use at z C). Class 1 electronic drivers are designed to have power factor>90%, THD <M, and an expected life of 100,000 hourswith <1% failur rate.EastlyserviceabletOkVsuyeprotectiondevicemeees aminimum Category C low operation per ANSI/IEEE C62412) - STANDARD CONTROLS The DSX1 LED area luminaire has a number of control options. DSX Size 1, comes standard with O-1OV dimming drivers. Dusk to dawn controls can be utilized via optional NEMA twistlockphotocell receptacles. Integrated motion sensors with on board photocells feature fieldadjustable programing and are suitable for mounting heights up to 30 feet. E1,E1A LUMINAIRE TYPE nLIGHT AIR CONTROLS The DSX1 LED area luminaire is also available with rEil AIR for the ultimate in wireless control. This powerful controls platform provides owi the box basic motion sensing and photocontud functionality and is suitable for mounting heights up to 40 feet. Once commissioned using a srnariphone and the easyAo- use CLAIREP' app, night 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 nLlght Boddie Additional information about nLlght 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 0.5eries Sae 1 to withstand up to a 3 0 G vibration load rating per ANSI C136.31. The 0.Series Size 1 utilizes the AERIS1 ` series pole drilling pattern (template #B). NEMA phomcontml receptacle are also available. LISTINGS UL Listed for wet locations. light end In as are IP66 rated, luminaire Is IP65 rated. Rated for 40C minimum ambient U S Patent No. D672,492 S. International patent pen ding. Design Dg fits Consortium® (DLC) Premium qu alhied product and DLC qu allfied product. Not all versions of this product may be DEC Premium qualified or DEC qualified- Please check the DLC Qualified Products List at gni ff', cry/ _- to confirm which versions are qualified. International DarkSkyAssociation (IDA) Fixture Seal of Approval (FSA) is available for all products on this page utilizing 3000K color temperature only. BUYAMERICAN Product with the BAAopbon is assembled in the USA and meewhe Buy American) government procurement requirements under FAR, DEARS and DOT. Please refer to www.acuitybrands.corrdbuy-americon for additional information. WARRANTY 5 -year limited warranty. Complete warranty terms located at: www.acuitybraMscom/suppoNcusnomer-supe Wterms-andcondition Note: Actual performance may differ as a result of endfuser en ironment and application. All values are design or typical values, measured under laboratory conditions at 25 °C. Specifications subject to change without notice. '. 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LUMINAI RE.SC'XEDU LEMURMUR E M.MU..m,EEE MI DER MEDIUM GETRIFUTION MCNAT AT NY�ARGVFGRVDE TO TOP OF Eo. LITION.L i m++.m RPS DIM UNVIMP DEGR ER LED AREV, LUMINAIRE WIN NOMI DRIVER Calculation Summary Illuminance (Fc) Average = 2.75 Maximum = 7.4 Minimum + 0.3 Avg/Min Ratio = 9.17 Max/Min Ratio = 24.67 � Shoppes at Gateway SITE LIGHTING 11'I AZZErn June 25, 2021 PHOTOMETRICS � SHOPPES AT GATEWAY 1,'i AZZE1TI JUNE 25, 2021 POLE BASE DETAIL LIGHTING DESIGN SCALE = N.T.S. EVE LUMINAIRE ROUND STEEL POLE BY MANUFACTURER HANDHOLE COVER I-Y:F'IiH�11a:� PROVIDE 2" MIN OF CONCRETE AROUND ALL REBAR AND ANCHOR BOLTS TO PREVENT BREAKOUT BETWEEN BASE AND ANCHORS GRADE FASTEN ANCHOR BOLTS TO RESAR. ANCHOR BOLTS FURNISHED BY E/C HDPE CONDUIT PREFERRED. STUB—OUT MIN. DEPTH PER N.E.C. OR DIVISION 16 SPECIFICATIONS DIAMETER PER STRUCTURAL ENGINEER FOR ROUND CONCRETE BASE (SONaTUBE) [H�]! 19AN q �}Y�] I x:1.1'^A a. R GFy x_9.1 Q�3:UPL U1SJ:I a COILED CU GROUND WIRE (SIZE BY ELECTRICAL ENG.) Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021 Site Plan Review— Maier 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 June 25, 2021 Site Plan Review— Maier Modification Pre -Submittal AOOlication F. Exhibit F: Small Site Stormwater Study 0 ...mazzetti.com MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408 Memorandum To: Bo Cromelin June 25, 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 a Small Site Stormwater Study for the proposed parking expansion at the southwest comer 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 comer 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 Inserts 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. Small Site Stormvrater Study for the Southmst Parking Lot Addition Refer to Sheets C300 and C400 of the Site Plan Review Drawings for plans showing the location and configuration of the proposed stormwater management system, the extents and drainage patterns for the proposed impervious surfaces, and the basin areas for each stormwater management system. Stormwater runoff from the proposed redevelopment area at the southwest comer 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 by approximately 21,032 square feet (SF) 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 during the pre -submittal conference, there are no capacity issues in the downstream system and 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 the east and west 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. The proposed stormwater treatment facilities will be designed to meet the requirements of the Eugene Stormwater Management Manual, as referenced the City's stormwater quality standards presented in Chapter 3 of the Engineering Design Standards and Procedures Manual (EDSP). TSS, bacteria, and mercury standards are addressed through compliance with the Eugene Stormwater Management Manual. Increased temperature of runoff will be addressed with stormwater planting improvements and MEugeneTrojeclsr20 M2 037-Shoppes at Gateway ADA and Parking StudyM DwdplinesUmRl.and UwQ10824 SPRM Tentative ApplicatioMlE bWl\ bi F - Small Site Stoimwater Studyl mall Site StormwaterS dy.dmx 12 BHMmp Eng—ng I Sun ng IC—Yang passive infiltration through vegetated rain gardens. If permitted by Pacific Power, trees are also included that will provide shade for portions of the new pavement areas. The proposed rain gardens will meet all of the criteria outlined in the City of Eugene Stormwater Management Manual and will include a minimum 12" of growing medium over a drain rock reservoir with a perforated underdrain to collect filtered stormwater from the water quality design storm. These facilities have been designed using the City of Eugene's simplified method with 6" of storage depth, 2" of freeboard, and the rain garden area at the storage depth is at least 5% of the contributing impervious surface. This sizing method has been coordinated with City staff during the pre -submittal conference. Below is a tally of the rain garden areas and contributing impervious surfaces: o These vegetated rain gardens will manage approximately 18,741 SF of new impervious surface, which represents 89.1° of the total new impervious surface added by this development. Approximately 2,291 SF of new impervious surface will not be managed by rain gardens and will discharge to the public storm system. The total disturbed area for this development will be approximately 28,300 SF. o A geotechnical investigation of the proposed development area has been performed which included three test pits within the development area. Based on the findings in these test pits, it was determined that the soils in this area are not suitable for infiltration. • Stormwater Destination: The proposed development will discharge to two existing private storm drain manholes located at the northeast corner of the development area, which ultimately discharge to a public 48" storm pipe downstream of Public MH No. 49840. This public storm main discharges to Wetland M28 on the north end of the development area. Refer to sheet C300 from the SPR plans for a plan of the proposed storm system layout and destination points. • 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. • Stormwater Conveyance: o Per discussion with City Staff during the SPR Pre -Application conference, there are no known deficiencies within the receiving public system downstream of the proposed development. All new stormwater conveyance pipes have been sized at a minimum 6" diameterwith a minimum 1% running slope. with the exception of the rain garden underdrains. Rain garden underdrains will be installed flat and will be 4" in diameter as these pipes will only convey runoff from the water quality storm event. o Below is a Rational Method calculation demonstrating the peak runoff rate for the 2 - year storm event that will be discharged through an existing 6" storm pipe at the northeast corner of the development area. This flow calculation is conservative, as the flow from these rain gardens will be attenuated slightly by the delay caused by flow through the planter growing medium. Refer to the attached Manning's calculations confirming the capacity of these two pipes. MEugeneTrojeclsr2MM2 037-Shoppes at Gateway ADA and Parking audyM DwdplinesUmRl.and UsaM0324 SPRM Tentative ApplicatioMlE bWl\ bi F - Small Site Stoimwater Studyl mall Site Stormwater SWtly.dmx BHMmp Eng—ng l Sun ng lC—Iffis • Anticicated flow rate from Rain Gardens 1 and 2 to existina 6" storm Dice Aimpe ws = 0.42 acres Apew = 0.01 acres Acwal = 0.43 acres Qmpeviaus = 0.90 C,aam.s = 0.30 C.po , = (0.9`0.42u0.43 +(0.3`0.01)/0.43 = 0.88 I = 1.4 inches/hour QimpeNaus = 0.9 ` 1.4 ` 0.42 = 0.529 cfs QpeNaus = 0.3 ` 1.4 ` 0.01 = 0.001 cfs Total = 0.530 ds < = ==Larger than Qutal Qeompovte = 0.88 ` 1.4 ` 0.43 = 0.529 cfs Stormwater Management for Optional Parking Area: The site plan shows three parallel parking stalls to be added north of the existing truck tum around area. These parking spaces are an alternate that may or may not be constructed with these improvements. If constructed, a double -chamber catch basin will be included as shown on Sheet C300 of the SPR plans to collect runoff from this added impervious surface and most of the remaining added impervious surface to the south. If these parking stalls are not constructed, runoff from the north end of the parking area will sheet drain across the existing pavement and over the landscaping towards the Wetland M28 per the existing condition. M:EugeneTrojecln,2M060137-Shoppes at Gateway AGA and Parking StudyMD dplines\Citihland UsaM0324SPRM Tenlalm ApplicatioM\ R:is\ bkF- Small SXe Stomiwater Study\Sm all SXe Stormwaler SWtly.cmx 14 aHMmp Engin-nnii lSur eNnii l Canwaing Circular Pipe Flow Calculation - Existing 6" Storm Pipe Model Inputs Value Unit Abbreviation Pipe Diameter= 0.50 ft D Longitudinal Slope = 0.010 ft/ft S, Manning's Roughness= 0.013 N/A n Pipe Length = 500.0 ft L Pipe Flow In = 0.530 cfs Q,,, Model Outputs Value Unit Abbreviation Normal Depth = 0.39 ft d Surface Angle from Springline= 4.30 rad a Cross Sectional Flow Area = 0.163 ft2 A Wetted Perimeter= 1.08 ft P, Hydraulic Radius = 0.15 ft RH Velocity = 3.25 ft/s V Pipe Flow Out= 0.530 cfs Q.t Surface Width - 0.42 ft W, Critical Depth = 0.37 ft Y� Maximum Possible Flow= 0.604 cfs Q,,,. Percent of Capacity = 87.8 % P, Residence Time/Travel Time 15.72 min T 0.600 0.500 0.400 r 0.300 n g 0.200 0.200 0.000 0.000 0.200 0.400 0.600 Width (k) Equations d = Calculated Iteratively on Separate Spreadsheet to Match Q,,t to Q,,, 6 = 4`ASIN((d/D)"0.5) A = (D/2)"2`(&SlN(8))/2 P, = D`6/2 RH = A/Pw V = 1.468-RH"(2/3)-S,-0.5/n Q.t = V`A W, = D/2'COS(6/-2+7/2)-D/2'COS(6/2+7/2) Y. = Calculated Iteratively on Separate Spreadsheet=> Q=SQRT(32.2rSQRT(A3NV,) Calculated Iteratively on Separate Spreadsheet P� = Qa„dQ_*100 T - UV/60 Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021 Site Plan Review— Maier 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 June 25, 2021 Site Plan Review— Maier 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 .`!' U� ..�+♦_` 11i ___ _ - __ - - ACCESS 4--I— -�• BUS STm _ .. `...♦. \� ,G'9s.L.-..-..-..-..-. - - — - - _ — — — - - - + -1L/�� - _ +c_ -1.�- •...�.�_ ��. `7-7_ _ � ... -.. : .. ,... _.. _ ___ _ -- --__ 21.6--__-_ ________ __-__________r__1_- ______________ 1 / ASPHALT SURFACE -- 27 UTILITY (A#OSEM 95) +e\ ASPHALT SURFACE) ___ _ _____________________________ _J PUBUC ROAD EASEMENT (82008-056324) ° ASPHALT SURFACE C (A PUBLIC STREET) 17-03-22-00-3200 US FOSVAL SERdO E I GRAPHIC SCALE EO G 26 EO ,OG 200 ( IN FEET ) 1 inch = 50 R LEGEND: ---------PROPERTY LINE EASEMENT LINE — —B.S.L. 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