HomeMy WebLinkAboutPacket, Pre PLANNER 5/27/2021Pre -Submittal Meeting Development and Public Works Department Reem 61 PRE -SUBMITTAL MEETING DATE: Friday, June 4, 2021 11:00 a.m. - 12:00 p.m. DPW /^....L......nee Room 616 Pre -Submittal (Site Plan Major Mod) #811 -21 -000124 -PRE 811-21-000125-PROJ BRFI Gateway Assessor's Map: 17-03-22-00 TL: 2305 Address: 2730 Gateway St Existing Use: Vacant Applicant has submitted plans for new surface parking lot at SW corner of existing mall site. Planner: Andy Limbird Meeting: Friday, June 4, 2021 11:00 — 12:00 via MS Teams City of Springfield Development & Public Works 225 Fifth Street Springfield, OR 97477 Site Plan Review SPRINGFIELD W 0#/ 111- Site Plan Review Pre -Submittal: ElMa'or Site Plan Modification Pre -Submittal, X❑ Site Plan Review Submittal: ❑ Ma'or Site Plan Modification Submittal: ❑ Required Project Information (Applicant. complete this section) Applicant Name: Bo Cromelin Phone: 310-857-4291 Company: BRFI Gateway, LLC Email: Bo@balboaretaii.com Address: 11611 San Vincente Boulevard, Suite 900, Los Angeles, CA 900049 Applicant's Re .:Geoff Larsen PE I Phone: 503-601-5968 Company: Mazzetti / BHEGrou lEmail:glarsen@mazzeth.com Address: 940 Willamette St, Suite 310, Eugene, OR 97401 Property Owner: See Below Phone: 310-857-4291 Company: BRFI Gateway, LLC Email: Bo@balboaretail.com Address: 11611 San Vincente Boulevard, Suite 900, Los Angeles, CA 900049 ASSESSOR'S MAP NO: 1703220 1 TAX LOT NO(S): 2305 Property Address: 2730 Gateway St, Springfield, OR 97477 Size of Property: 5.96 Acres X]Square Feet ElN/A Proposed no. of Proposed Name of Project: Shoppes at Gateway - Southwest Parking Lot Addition Description of If you are filling in this form by hand, please attach your proposal description to this application. Proposal: Refer to attached written statement. Existing Use:Shopping center/ mall New Impervious Surface Coverage (Including Bldg. Gross Floor Area): 21,450 sf Si natures: Please sign and Drint Mour name and date in the acicirociriate Required Project Information (City Intake Staff., Associated Applications: box on the next pace. complete this section) Signs: Pre -Sub Case No.: Date: Reviewed by: Case No.: Date: Reviewed by: Application Fee: $ Technical Fee: $ Posta a Fee: $ TOTAL FEES: $ I PROJECT NUMBER: Revised 1/7/14 Id 1 of 11 DEVELOPMENT AND PUBLIC WORKS SPRINGFIELD 225 FIFTH STREET OREGON SPRINGFIELD, OR 97477 PHONE: 541.726.3753 FAX: 541.726.1021 www.spdrygfiald­or.gov STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK ----------- — (Area below this b'sefdled out by Applicant) __— (Please return to Clayton MEachern @ City ofSprtngiiield Development and Public Works, Fan # 736-1021, Phone # 736-1036), enwd:cnae�lern@sprirtglleldor.gov Project Name: Applicant: Assessors Parcel #: Date: Land Use(s): Phone #: Project Size (Acres): Fax #: Approx. Impervious Area: Email: Project Description (Include a copy of Assessor's map): Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary: Proposed Stormwater Best Management Practices: (Area below this line /'died outby the City andReturned m the Aaabeand (At a nurumuan, all boxes checked by the City on the front and backoftlus sheet shall be subnutted or on application to be coaWletefor subnuttal, afthough other requirements n be recess Drainage Study Type (EDSPM Section 4.03.2): (Note, UH may be substituted for Rational Method) ❑ Small Site Study—(use Rational Method for calculations) ❑ Mid -Level Development Study— (use Unit Hydrograph Method for calculations) ❑ Full Drainage Development Study— (use Unit Hydrograph Method for calculations) Environmental Considerations: ❑ Wellhead Zone: ❑ Wedand/Riparian: ❑ Soil Type: Downstream Analysis: ❑ N/A ❑ Flow line for starting water surface elevation: ❑ Design HGL to use for starting water surface elevation: ❑ Manhole/Junction to take analysis to: ❑ Hillside Development: ❑ Floodway/Floodplain: ❑ Other Jurisdictions Return to Clayton McEachem @ City of Springfield, email: cmceachem@springfeAd-or,gov, FAX., (541) 736-1021 COMPLETE STUDY ITEMS r Baredupon the tnfor nation provided on tie front ofdds sheet, the follou>ing represents a ndndnnou of uvh w it merkdfor on application to be complete for subnddal with respect to drainage; however, this list should not be used in lieu ofde Sprirgtield Development Cork (SDC) or the City's Engineering Design A3mma1. Connpltance with these requirements does not constitute site appromol, Adebooml site specific information nary be required Note: Upon scoping sheet subndttal, ensure completedfornu has been signed in the spare provickel below: Interim Design Standards/Water Quality (EDSPM Chapter 3 Req'd N/A ❑ ❑ All non -building rooftop (NBR) impervious surfaces shall be pre-treated (e. g. multi-chambered catchbasin w/oil filtration media) for stonmvater quality. Additionally, aminimum of 50% of the NBR impervious surface shall be treated by vegetated methods. ❑ ❑ Where required, vegetative stommwater design shall be consistent with design standards (EDSPM Section 3.02), set forth in Chapter 2 of the Eugene Stormrmer Management Manual. ❑ ❑ For new NBR impervious area less than 15,000 square feet, a simplified design approach may be followed as specified by the Eugene Stomrmvater Management Manual (Sec2A.1). ❑ ❑ If a stormrmer treatment Swale is proposed, submit calculations/specifications for sizing, velocity, flow, side slopes, bottom slope, and seed mix consistent with City of Springfield or Eugene's Stomrmvater Management Manual. ❑ Water Quality calculations as required in Section 3.03.1 of the EDSPM. All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall be provided with secondary containment or weather resistant enclosure. ❑ n Design of Stoma Systems (EDSPM Section 4.04). ❑ ❑ Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set ❑ ❑ Minimum pipe cover shall be 15 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 50,000 lb load without failure of the pipe structure. ❑ ❑ Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP. All stoma pipes shall be designed to Other/Miscethmeous ❑ Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon. Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site ❑ A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map. drains. ❑ Calculations showing system capacity for a 2 -year stoma event and overflow effects of a 25 -year stoma event Private stommwater easements shall be clearly depicted on plans when private stommater flows from one property to The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins. Review ofDownstream System EDSPM Section 4.03A.0 ❑ A downstream drainage analysis as described in EDSPM Section 4.03A.C. On-site drainage shall be governed by the Oregon Plumbing Specialty Code (OPSC). ❑ ❑ Elevations of the HGL and flow lines for both city and private systems where applicable. ❑ n Design of Stoma Systems (EDSPM Section 4.04). ❑ ❑ Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set ❑ ❑ Minimum pipe cover shall be 15 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 50,000 lb load without failure of the pipe structure. ❑ ❑ Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP. All stoma pipes shall be designed to Other/Miscethmeous ❑ Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site drains. ❑ Private stommwater easements shall be clearly depicted on plans when private stommater flows from one property to another. ❑ Drywells shall not receive runoff from any surface w/o being treated by one or more BMPs, with the exception of residential building roofs (EDSP Section 3.03A A). Additional provisions apply to this as required by the DEQ. Refer to thewebsite: him/Avww.deo.state.or.ushvo/uic/uic.htm for more infomuation. ❑ Detention ponds shall be designed to limit runoff to pre -development rates for the 2 through 25 -year storm events. *Thisform simU be inchukd m nn Nhuhmen5 inside the frontcover, ofthe stormnsder shady. * IAWORTANT..- ENGINEER PLEASE READ BEEOWAND SIGN' As the engineer of record, I hereby certify the above required items are complete and included with the submitted stommater study and plan set. Signature Date Form Version 5: June 2015 SHOPPES AT GATEWAY SOUTHWEST PARKING LOT ADDITION 3000 Gateway Street Springfield, OR Site Plan Review - Major Modification Pre -Submittal Application M-ry%1. "-21 Prepared for: BRFI Gateway, LLC 11611 San Vincente Boulevard, Suite 900 Los Angeles, CA 900049 � wwvcmaazetH.tom MAZZETTI 13HEGroup 940 wham tte Stet Suite 310, EuT 541.686.8478 gem OR 97401 Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application Contents A. Location and Property Information..................................................................................... 3 B. Existing Development Agreement and Site Use................................................................. 4 C. Proposed Modifications and Site Use................................................................................. 4 IV. APPROVAL CRITERIA..................................................................................................... 5 A. Compliance with Zoning Requirements: ............................................................................ 5 B. Maintaining Adequate Capacity in Public and Private Facilities :...................................... 5 C. Compliance with Applicable Design and Construction Standards :.................................... 5 D. Compliance with Parking and Ingress -Egress Standards :.................................................. 6 E. Protection of Physical Features:.......................................................................................... 6 V. COMPLIANCE WITH SPRINGFIELD DEVELOPMENT CODE ................................... 6 A. Section 3.2-300 - Commercial Zoning Districts................................................................. 6 3.2.310 Schedule of Use Categories................................................................................... 6 3.2.315 Base Zone Development Standards....................................................................... 7 B. Section 3.3-200 - Drinking Water Protection Overlay District .......................................... 7 3.3-220 Time of Travel Zones............................................................................................. 7 3.3-225 Review...................................................................................................................7 3.3-235 Standardsfor 11vadousMaterials within Time of Travel Zones........................7 C. Section 3.3-400 Floodplain Overlay District...................................................................... 8 3.3-410 Applicability ..........................................................................................................8 D. Section 4.2-100 - Infrastructure Standards - Transportation .............................................. 8 4.2-105 Public Streets......................................................................................................... 8 4.2-110 Private Streets.......................................................................................................8 4.2-115 Block Length..........................................................................................................8 4.2-120 Site Access and Driveways....................................................................................8 4.2-125 Intersections.......................................................................................................... 8 4.2-130 Vision Clearance...................................................................................................8 4.2-135 Sidewalks...............................................................................................................8 4.2-140 Street Trees ............................................................................................................9 AZZETTI � E3HEGroup ..marmti..o T 541666 8478 940 Wlaam tte Street Supe 310, Eugene, OR 97401 Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application 5.17-120 Submittal Requirements....................................................................................... 12 A. 4.2-145 Street Lighting.......................................................................................................9 Required — Permitted Parking Space Calculation .......................................... 16 4.2-150 Multi -Use Paths.....................................................................................................9 Exhibit B: Deed and ALTA Survey................................................................................. 4.2-160 Accessways............................................................................................................9 C. E. Section 4.3-100 - Infrastructure Standards - Utilities......................................................... 9 D. 4.3-105 Sanitary Sewers..................................................................................................... 9 19 4.3-110 StormwaterManagement......................................................................................9 Exhibit E: Geotechnical Investigation............................................................................. 4.3-115,4.3-117 Water Quality Protection, Natural Resource Protection Areas .............. 10 Exhibit F: 4.3-120 Utility Provider Coordination............................................................................. 10 G. 4.3-125 Underground Placement of Utilities ................................................................... 10 22 4.3-130 Water Service and Fire Protection..................................................................... 10 ALTA Survey................................................................................................. 4.3-135 Major Electrical Power Transmission Lines ...................................................... 11 Exhibit I: 4.3-140 Public Easements................................................................................................ 11 4.3-145 Wireless Telecommunications System (WTS) Facilities ..................................... 11 F. Section 4.4 - Landscaping, Screening and Fence Standards ............................................. 11 4.4-105 Landscaping........................................................................................................ 11 4.4-110 Screening............................................................................................................. 11 4.4-115 Fences.................................................................................................................. 11 G. Section 4.5-100 - On -Site Lighting Standards.................................................................. 11 4.5-110 Illumination and Height...................................................................................... 11 H. Section 4.6-100 - Vehicle Parking, Loading and Bicycle Parking Standards .................. 12 4.6-115 Vehicle Parking -ParkingLotDesign ................................................................ 12 4.6-120 Vehicle Parking -ParkingLotImprovements ..................................................... 12 4.6-125 Vehicle Parking- Parking Space Requirements ................................................. 12 4.6-135 Loading Areas -Facility Design and Improvements .......................................... 12 4.6-145,150,&155 Bicycle Parking -Facility Design ..................................................... 12 I. Section 5.17-100 - Site Plan Review................................................................................ 12 5.17-120 Submittal Requirements....................................................................................... 12 A. Exhibit A: Required — Permitted Parking Space Calculation .......................................... 16 B. Exhibit B: Deed and ALTA Survey................................................................................. 17 C. Exhibit C: Reduced Scale Site Map................................................................................. 18 D. Exhibit D: Proposed Lighting Cut-Sheets........................................................................ 19 E. Exhibit E: Geotechnical Investigation............................................................................. 20 F. Exhibit F: Stormwater Management Summary ............................................................... 21 G. Exhibit G: Stormwater Scoping Sheet............................................................................. 22 H. Exhibit H: ALTA Survey................................................................................................. 23 I. Exhibit I: Assessor's Map................................................................................................ 24 0 MAZZETTI � 13HEGroup w ..mazzettLmm T 541636 8479 940 wiWamette Street Suite 310, Eugene, OR 97401 Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application I. INTRODUCTION A. General Information Owner and Applicant: BRFI Gateway, LLC Owner's Contact Information. Bo Cromelin 11611 San Vincente Boulevard, Suite 900, Los Angeles, CA 900049 (310)857-4291 Bo@balboaretail.com Applicants Representative: M=etti / BHEGroup 940 Willamette St, Suite 310, Eugene, OR 97401 (541)686-8478 Contact: Geoff Larsen, P.E. GLarsen@ma etti.com B. Protect Summary BRFI Gateway, LLC, is proposing a new surface parking lot at the southwest corner of the Mall site, located west of the Walmart building. This new parking area will include approximately 92 additional compact parking spaces. IL LAND USE REQUEST The applicant is requesting approval of a Site Plan Review Major Modification (SPRMM), under the Type II land use process, for the project. The nature of the proposed redevelopment and associated site plan is documented in this written statement, supporting exhibits, and drawings. Section III, below, provides context and background information for the existing and proposed development site and associated uses. Section IV, below, provides specific information necessary to evaluate application approval criteria. III. SITE INFORMATION A. Location and Property Information Location: The development site is located in the Gateway area of Springfield, bordered by Gateway Street to the east, I-5 to the west, Harlow Road to the south, and commercial property to the north. proper :The development site is located within Tax 2109, 2200, 2218, 2219, 2300, 2307, and 2305 of Lane County Assessor's Map 17-03-22. GGP-Gateway Mall L.L.C. owns all �` www.mazzezti.cam MAZZEN r 541686.8478 M BHEGroup 940 wiWametee Street Suite 310, Eugene, OR 97401 Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application Tax Lots except Lot 2307, which is owned by Target Corporation. The site comprises approximately 70 acres while the development area within the site comprises approximately one acre. Refer to the Deeds and ALTA Survey in Exhibits B and H for additional property information. Floodplain: Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) No. 41039CI I33F lists the site as "Zone V which is outside of the 500 -year floodplain, and not within a special flood hazard area. Soil Conditions: The National Resources Conservation Service (MRCS) Soil Survey classifies the on-site soils as Courtney Gravelly Silty Clay Loam, Malabon Silty Clay Loam, Malabon-Urban Land Complex, Salem Gravelly Silt Loam, and Salem -Urban Land Complex. The approximate depth to groundwater is greater than 60 -inches. B. Existing Development Agreement and Site Use The existing Gateway Mall development was originally approved through a 1988 site plan review and Disposition and Development Agreement (Joumal #88-44251). The site plan has been subsequently modified several times to accommodate a new movie theater, anchor stores, satellite building pads, site improvements, and public transit projects. The most recent Site Plan Review Modifications were approved in 2014 and are summarized as follows: Type II Site Plan Review Major Modification (Case TYP213-00017): Included removal of Movies 12 theater and reconfiguration of main mall building and addition of satellite building pads east of the mall building. Approved was issued on January 3, 2014. Type I Site Plan Review Minor Modification (Case TYP114-00018): Included reconfiguration of satellite building pads east of the mall building and relocation of the covered walkway from the bus station. Approval was issued July 17, 2014. Type I Site Plan Review Minor Modification (Case TYP114-00031): Incl need father reconfiguration of the satellite building pads east of the mall building Approval was issued December 11, 2014. C. Proposed Modifications and Site Use The currently proposed Major Modification request will modify the previous 2014 Major Modification and SPRMM to expand the amount of available parking on the southwest comer of the site. These proposed modifications will not alter the site use or generate additional trips to or from the site. The proposed parking expansion is intended for use as overflow parking for peak shopping days such as holidays. w Mazzetti.cam T 541686.8478 MAZZETTI E3HEGroup 940 wiWamette Street Suite 310, Eugene, 01797401 Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application IV. APPROVAL CRITERIA In accordance with Springfield Development Code (SDC) 5.17-125 (A) through (E), the criteria for approval of the SPRMM application includes compliance with zoning requirements, maintaining adequate capacity in public and private facilities, compliance with applicable design and construction standards, compliance with parking and ingress - egress standards, and protection of physical features. The findings presented below document compliance with each of the approval criteria and applicable sections of the SDC. This section is organized to follow the format of the applicable SDC Sections, which are outlined in bold below, where included. The wording of the SDC is shown in italics below, followed by the proposed findings of fact in normal text. A. Compliance with Zoning Requirements: The coning is consistent with the Metro Plan diagram, amllor the applicable Refinement Plan diagram, Plan District map, and Conceptual Development Plan. Findings: The development site is zoned and designated Community Commercial (CC) according to the Springfield Zoning Map and adopted Gateway Refinement Plan. There are no proposed changes to the zoning for this site. Refer to findings under SDC 3.2-300 for further discussion. The existing I-5 corridor and the elevated Harlow Road to the south provide a visual buffer between the proposed development site and the existing residential areas to the west and south. B. Maintaining Adequate Capacity in Public and Private Facilities: Capacity requirements ofpublic andprivate facilities, including, but not limited to, water and electricity, sanitary sewer and stormwater management facilities, and streets and traffic safety controls shall not be exceeded and the public improvements shall be available to serve the site at the time ofdevelopment, unless otherwise providedfor by this Code and other applicable regulations. The Public Works Director or a utility provider shall determine capacity issues. Findings: The capacity of existing and proposed public and private facilities is expected to be adequate for the proposed development. The proposed development does not alter the site use, nor does it increase demand for public transportation, water, or sewer infrastructure. Refer to findings for SDC 4.3-100 - Infrastructure Standards -Utilities, below for further discussion about availability and capacity of public and private utilities. Refer to findings for SDC 4.2-100 - Infrastructure Standards -Transportation, below, for father discussion about availability and capacity for streets and traffic safety controls. C. Compliance with Applicable Design and Construction Standards: The proposed development shall comply with all applicable public andprivate design and w ..mazzetti.mm T 541686.8478 MAZZEM RHEGroup 940 wiWamette Street Suite 310, Eugene, OR 97401 Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application consnuction standards contained in this Code and other applicable regulations Findings: The proposed development will comply with the applicable design and construction standards of the SDC and the Springfield Engineering Design and Procedures Manual (EDSP). Refer to findings for SDC 3.2-300, 3.3-200, 3.3-400, 4.2-100, 4.3-100, 4.4-100, 4.5-100, 4.6-100, in Part IV below for specific standards. D. Compliance with Parking and Ingress -Egress Standards: Parking areas and ingress -egress points have been designed to: facilitate vehicular traffic, bicycle and pedestrian safety to avoid congestion; provide connectivity within the development area and to adjacent residential areas, transit stops, neighborhood activity centers, and commercial, industrial andpublic areas, minimize driveways on arterial and collector streets as specified in this Code or other applicable regulations and comply with the ODOT access management standards for State highways. Findings: The proposed development will not modify existing ingress -egress points and onsite circulation routes for this site. Refer to the findings under SDC 4.2-100, below for father discussion about compliance with ingress -egress and parking standards. E. Protection of Physical Features: Physical features, including, but not limited to: steep slopes with unstable soil or geologic conditions, areas with susceptibility of flooding, significant clusters of trees and shrubs, watercourses shown on the WQLW Map and their associated riparian areas, other riparian areas and wetlands specified in Section 4.3-117, rock outcroppings; open spaces, and areas of historic and/or archaeological significance, as may be specified in Section 3.3-900 or ORS 97.740-760, 358.905-955 and 390.235-240, shall be protected as specified in this Code or in State or Federal law. Findings: Physical features will not be impacted as a result of the proposed development. Refer to findings under SDC 4.3-115 and 117, below, for further discussion. V. COMPLIANCE WITH SPRINGFIELD DEVELOPMENT CODE A. Section 3.2-300 - Commercial Zoning Districts 3.2.310 Schedule of Use Categories Findings: The development is not proposing new uses complying with the "Permitted Use" category for the CC district. Existing uses subject to "Special Development Standards" in the CC district, may continue to function at their current location or within a relocated space within the main Mall building. Such uses may include existing automobile repair garages, automobile rentals, and arcades. w MazzettLmm T 541686.8478 MAZZETTI RHEGroup 940 wiWamette Street Suite 310, Eugene, OR 97401 Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application 3.2.315 Base Zone Development Standards Findings: Compliance with Base Zone Development Standards is summarized as follows: Lot Size and Frontage: The proposed development will have no impact on the lot size or street frontage. Building Setback: The proposed development will have no impact on building setbacks. Parking, Driveway, and Outdoor Storage Setback: The proposed development will maintain a minimum setback distance of 5 -feet between the front, side, and rear property lines and adjacent parking lots or interior access drives. Maximum Building Heieh : The proposed development will have no impact on building heights. B. Section 3.3-200- Drinking Water Protection Overlav District 3.3-220 Time of Travel Zones Findings: The property is located within the 10-20 year and 20-99 year time of travel zones (TOTZ) as shown on the Site Plan — Overall drawing (Sheet C200). The development area within the site is located outside of and beyond the 20-99 year time of travel zone. 3.3-225 Review Findings: Per SDC 3.3-225(A)(2)(a) and (b), a Drinking Water Protection (DWP) Overlay District Development Applicationis required when there is a change muse that affects storage, use, and/or production of hazardous materials that pose a risk to groundwater; or there is an increase in quantity of hazardous or other materials that pose a risk to groundwater that are stored, used, and/or produced. Theproposed development will not affect the storage, use, and or production of hazardous or other materials that pose a risk to groundwater; nor will the development increase the quantity of hazardous or other materials that pose a risk to groundwater that are stored, used, and/or produced. 3.3-235 Standards for Hazardous Materials within Time of Travel Zones Findings: The proposed development will not involve the storage, handling, treatment, use, production, or keeping on the premises of more than 20 gallons of hazardous materials that pose a risk to groundwater. w Mazzetti.cam T 541686.8478 MAZZETTI RHEGroup 940 wiWamette Street Suite 310, Eugene, OR 97401 Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application C. Section 3.3-400 Floodplain Overlay District 3.3-410 Applicability Findings: The Floodplain (FP) Overlay District applies to all areas of special flood hazard. Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) No. 41039CI133F lists the site as "Zone X" which is outside of the 500 -year floodplain, and not within a special flood hazard area. D. Section 4.2-100- Infrastructure Standards- Transportation 4.2-105 Public Streets Findings: Since the proposed development does not include any new public streets, the design standards stipulated in SDC 4.2-105 do not apply. 4.2-110 Private Streets Findings: No new private streets are proposed with the development; therefore, this section does not apply. 4.2-115 Block Length Findings: The proposed development will not impact the alignment of any existing public or private streets, nor are any new public or private streets proposed. Therefore, this section does not apply. 4.2-120 Site Access and Driveways Findings: The proposed development will impact any site access points or driveways. Therefore, the standards of this section for new access points and driveways do not apply. 4.2-125 Intersections Findings: The development will not add or remove any public intersections. Therefore, the standards of this section for new access points and driveways do not apply. 4.2-130 Vision Clearance Findings: The proposed development will not be constructing new streets or new access points to existing streets. Therefore, the requirements of this section do not apply. 4.2-135 Sidewalks Findings: The development will not include new sidewalks within the public right- of-way. Therefore, the requirements of this section do not apply. w Mazzetti.cam T 541686.8478 MAZZEM RHEGroup 940 WiWamette Street Suite 310, Eugene, OR 97401 Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application 4.2-140 Street Trees Findings: The proposed development will not construct new public roadways and does not impact existing street trees within the right of way. Therefore, the requirements of this section do not apply. 4.2-145 Street Lighting Findings: The proposed development will not construct new public roadways or impact existing public street lighting. Therefore, the requirements of this section do not apply. 4.2-150 Mufti -Use Paths Findings: The proposed development will not abut or impact any existing or proposed multi -use paths. Therefore, the requirements of this section do not apply. 4.2-160 Accessways Findings: The proposed development will not abut or impact any existing or proposed accessways. Therefore, the requirements of this section do not apply. E. Section 4.3-100- Infrastructure Standards- Utilities 4.3-105 Sanitary Sewers Findings: The proposed development will not include modifications to sanitary sewers or modifications to site uses that will impact the demand on the existing sanitary sewer infrastructure. Therefore, the requirements of this section do not apply. 4.3-110 Stormwater Management Findings: Stormwater runoff from the majority of existing development area is collected through an existing closed -pipe system, draining to an existing public open channel located along the west perimeter of the site. In addition to the closed - pipe drainage system, a large area of existing parking lot along the western edge of the property drains into the open channel through a series of curb openings. The public open channel drains in a north to south direction and receives storm drainage from both public and private outfalls. Refer to findings for SDC 4.3-115 below for father discussion on these wetlands. Stormwater Quantity: The proposed development will result in an increase in the overall impervious surface within the project limits and will therefore increase the overall stormwater runoff generated from the development area. The public storm drain that the development area will discharge to is 48" in diameter. Per coordination with City Staff on the previous redevelopment effort at the site, stormwater quantity control is not required for this site. However, it should be w ..mazzetti.mm T 541686.8478 MAZZETTI RHEGroup 940 WiWamette Street Suite 310, Eugene, 01797401 Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application noted that the proposed stormwater treatment facilities (see below) for the development area will have an impact on peak runoff rates from the development area. Stormwater Treatment: The proposed development will include vegetated stormwater treatment improvements, which will include vegetated rain gardens located at east, west, and north sides of the proposed parking lot area. These rain gardens will receive drainage from the majority of the new or redeveloped vehicular non -building roof area. Where setback requirements from property lines cannot be met, impermeable liners will be installed to meet the requirements of the City of Eugene Stormwater Management Manual. The proposed stormwater treatment facilities will be designed to meet the requirements of the City's stormwater quality standards presented in Chapter 3 of the Engineering Design Standards and Procedures Manual (EDSP). Stormwater Point Source Pollution Control: The proposed development will not include any of the activities listed under EDSP 3.02.4.A for point source pollution control. 4.3-115,4.3-117 Water Quality Protection, Natural Resource Protection Areas Findings: The open channel located along the west perimeter of the property and north of the development area is identified in the Springfield Water Quality Limited Watercourses Map as a Springfield Local Wetlands Inventory area and is also an Army Corps of Engineers wetland mitigation site. The wetlands is not mapped as a Water Quality Limited Watercourse. The current project does not propose any site development within the existing wetlands. There are no applicable setbacks for work adjacent to the wetlands as they are not designated as a Water Quality Limited Resource. 4.3-120 Utility Provider Coordination Findings: Per SDC 4.3-120, utility installations will be coordinated with the serving utility provider and the developer will be responsible for the design, installation, and cost of utility improvements. 4.3-125 Underground Placement of Utilities Findings: Overhead utilities are not proposed for this development. 4.3-130 Water Service and Fire Protection Findings: Modifications to the domestic water and fire protection services are not proposed for this development. w Mazzetti.cam T 541686.8478 MAZZETTI RHEGroup 940 wiWamette Street Suite 310, Eugene, OR 97401 Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application 4.3-135 Major Electrical Power Transmission Lines Findings: No modifications to major electrical power transmission lines are anticipated; therefore this section does not apply. 4.3-140 Public Easements Findings: No public easements are proposed for this development. 4.3-145 Wireless Telecommunications System (WTS) Facilities Findings: The proposed development does not include construction of anew WTS facility. Therefore, this section does not apply. F. Section 4.4 - Landscaping. Screening and Fence Standards 4.4-105 Landscaping Findings: All interior parking lot planting areas will meet requirements as specified in Section 4.4-100 for specific planting and required square footage. All other planting areas within the limits of work will meet requirements as specified in Section 4.4-100(F) for specific planting type and mature height (2'/z' height maximum). Where applicable to screen outdoor mechanical devices, a 6' height evergreen hedge will be provided. 4.4-110 Screening Findings: The proposed development will not include any site or building features that require screening. 4.4-115 Fences Findings: Proposed fencing for screening and other purposes will not exceed 6' in height per table 4.4-1. Therefore, a separate construction permit will not be required. Additionally, review under Discretionary Use procedure is not warranted. G. Section 4.5100 - On -Site Lighting Standards 4.5-110 Illumination and Height Findings: New LED pole mounted area lighting throughout the project site will be firll cutoff and shielded to prevent sky glow and limit light trespass. The area will be illuminated with minimal light levels needed to meet section 4.5-110 and that is reasonable to provide both safety and security for users and to prevent unnecessary light pollution. New pole mounted lighting will be mounted at 20'-0" above paved surface. See sheet C201 for luminaire locations, quantities, and pole height designation. (Note for Pre Submittal Application: Photometric study and lighting plan are in w ..mazzetti.mm T 541686.8478 MAZZETTI 13HEGroup 940 wiWamette Street Suite 310, Eugene, OR 97401 Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application progress. These will be provided for the tentative application submittal. H. Section 4.6-100 - Vehicle Parking, Loading and Bicycle Parkins Standards 4.6-115 Vehicle Parking - Parking Lot Design Findings: All parking spaces, aisle widths, striping, wheel stops, and bumper overhangs comply with the dimensional requirements of SDC 4.6-115. An overall parking space tabulation and typical parking stall dimensions and aisle widths can be found on the Site Plan — Overall drawing (sheet C200) and on the Site Plan — Development Area drawing (sheet C201). 4.6-120 Vehicle Parking - Parking Lot Improvements Findings: All parking areas will be permanently and clearly marked on an asphalt or concrete surface and will have adequate drainage to dispose of stormwater runoff. Wheel bumpers will be installed where parking stalls front sidewalks and landscaped areas except where those areas have been widened to account for vehicle overhang. Though the entirety of the new parking stalls added by this development will be compact, less than 30% of the overall parking spaces throughout the entire mall will be compact. 4.6-125 Vehicle Parking - Parking Space Requirements Findings: The subject site is a blend of eating and drinking establishments and retail trades and services. The existing parking spaces at the site meet the mirumum off-street parking standard for these uses and the proposed increase will not exceed the maximum off-street parking count. Calculations for minimum required and maximum allowed parking spaces are included in Exhibit A. The ALTA survey (Exhibit H) for the entire site contains a tally of the existing standard, ADA and compact parking spaces. The total number of compact spaces added with this development is included on the Site Plan — Overall drawing (sheet C200). 4.6-135 Loading Areas- Facility Design and Improvements Findings: The proposed development does not include new loading areas or impact existing loading areas. 4.6-145, 150, & 155 Bicycle Parking - Facility Design Findings: The proposed development does not include new bicycle parking or modifications to existing bicycle parking facilities. I. Section 5.17-100 - Site Plan Review 5.17-120 Submittal Requirements Findings: The Site Plan Major Modification application has been prepared by an w ..mazzetti.mm T 541686.8478 MAZZEM RHEGroup 940 WiWamette Street Suite 310, Eugene, OR 97401 Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application Oregon licensed Civil Engineer. Compliance with the submittal requirements of this section are explained below: A. The information required by SDC 5.17-120(A) is contained within the Site Plan — Overall and Site Plan — Development Area drawings (Sheets C200 & C201) with the exception of Requirements 6, 8, 9 and 10; which do not apply to this development as no modifications to buildings or employee numbers are proposed and no property is being conveyed, dedicated, or reserved. B. The information required by SDC 5.17-120(B) is contained within the Site Assessment of Existing Conditions drawing (Sheet C100) with the exception of Requirement 6. There are no locally significant protected wetlands or riparian areas present on or near the development area. Time of Travel Zones are delineated on the Site Plan — Overall drawing (C200). C. The information required by SDC 5.17-120(A) is contained within the Site Plan — Overall and Site Plan — Development Area drawings (Sheets C200 & C201) with the following exceptions: • Requirements 7 and 8 do not apply as the development does not include and is not adjacent to existing off-street loading areas or transit facilities. • Requirement 9 does not apply, as no Right-of-way Approach Permit is required. • Requirement 10 does not apply as a Traffic Impact Study is not required. The proposed development does not meet any of the criteria listed in SDC 4.2-105.13. D. The information required by SDC 5.17-120(D) is contained within the Planting drawings. • Requirement 1: All interior parking lot planting areas will meet requirements as specified in Section 4.4-100 for specific planting and required square footage. All other planting areas within the limits of work will meet requirements as specified in Section 4.4- 100(F) for specific planting type and mature height (2'/z' height maximum). Where applicable to screen outdoor mechanical devices, a 6' height evergreen hedge will be provided. • Requirement2: Plant material provided in rain garden facilities will mitigate parking lot stormwater runoff and will meet planting material and quantity requirements. The project includes 2,731 SF of rain garden facilities. • Requirement 3: All planting area to be provided with a permanent w ..mazzetti.mm T 541686.8478 MAZZETTI E3HEGroup 940 WiWamette Street Suite 310, Eugene, OR 97401 Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application irrigation system. Requirement 4: Not applicable. All trees within limit of work fall under parking lot landscape standards in Section 4.4-110(F). Requirement 5: All irrigation, trees and plant materials will be listed and meet mimmum standards required. All trees and plant material lists will include specific plant name, rrummum size, and plant type. Topsoil specifications for planting areas, and material specifications for rain garden facilities will also be provided. Requirement 6: Planting areas and rain garden facilities are used within the limit of work. Under the planting area requirements, interior parking lot standards and general landscape standards will be met. Rain garden facilities to be designed according to plant material and quantity requirements. All rain garden facility materials outside of plant material to be provided by Civil. E. The information required by SDC 5.17-120(E) is contained within the Site Plan — Overall drawing (Sheet C200) with the exception of Requirement 4. Information satisfying Requirement 4 is contained within the Site Storm Drain Plan drawing (Sheet C300). F. The information required by SDC 5.17-120(F) is contained within the Site Storm Drain Plan drawing (Sheet C300) and the Site Paving and Grading Plan drawing (Sheet C400), with the exception of Requirement 1. The proposed development does not alter roof drainage pattems. G. SDC 5.17-120(G) does not apply to this development. H. The information required by SDC 5.17-120(H) is contained within the Site Plan — Development Area drawing (Sheet C201) and Section G above. I. The information required by SDC 5.17-120(I) is contained within the application as follows: o Requirement 1. The required narrative description can be found in Part I of this document. o Requirement 2. The owner has signed the application. o Requirement 3. The Site Plan — Overall drawing (Sheet C200) serves as a vicinity map for the proposed development area. o Requirement 4. Refer to the findings for SDC 3.3-200 in this document. o Requirement 5. No discretionary uses are planned for this site. o Requirement 6. There is no proposed tree felling activities with this development that would require a Tree Felling Permit. ;� www.mazzecti.cam T 541686.8478 MAZZEM RHEGroup 940 WiWametee Street Suite 310, Eugene, OR 97401 Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Major Modification Pre -Submittal Application o Requirement 7. No Annexation application is required for this redevelopment. o Requirement 8. Refer to the findings for SDC 4.3-117 in this document. o Requirement 9. Refer to the findings for SDC 4.3-117 in this document. Requirement 10. A Geotechnical Exploration of the development site is included in Exhibit E. P:A'100024 13 SA, Rn M,at Madificztra 140626 Tmt tare Submittal i , dwl :tl 140609 Min r Modification Wntten Stamnmt 'I entad, e Su bmittal. docx MAZZETTI E3HEGroup T 511.686.8178 940 Whim ue Street. State 310, Eugene, OR 97401 Shoppes at Gateway— Southwest Parking Lot Addition Site Plan Review— Mai or Modification Pre -Submittal r' VI. EXHIBITS A. Exhibit A: Required — Permitted Parkins Space Calculation �� MAZZETTI I BHEGroup May 18, 2021 ...mazzet i.com T541.686.8478 940 Willamette Stre" Suite 310, Eugene, OR 97401 Exhibit A -Required / Permitted Parking Space Calculation Tenant Name Gross Floor Area Use GSF per Parkin S ace Minimum Re uired5 aces Maximum Allowed Spaces Vacant 18,323 Vacant' 300 61 76 Han, Ritchie's levelers 1,281 Retail Trade and Services 300 4 5 Oregon Sports 2,502 Retail Trade and Services 300 8 30 Vacant 2,626 Vacant' 300 9 11 Vacant 750 Vacant' 300 3 3 Vacant 749 Vacant' 300 2 3 Nails Uncorked 1,903 Retail Trade mal Services 300 6 8 Vigra-Vercon 1,355 Retail Trade and Services 300 5 6 Kay's Jewelers 1,441 Retail Trade and Services 300 5 6 Game Stop 1,455 Retail Trade and Services 300 5 6 ULTA 9,748 Retail Trade and Services 300 32 41 Maurices#M001542 4,898 Retail Trade and Services 300 16 20 Vacant 3,000 Vacant' 300 10 13 Vacant 11858 Vacant' 300 6 8 Vacant 1,214 Vacant' 300 4 5 Vacant 1,641 Vacant' 300 5 7 Southerbnd Insurance 1,122 Retail Trade and Services 300 4 5 Vacant 650 Vacant' 300 2 3 Peppypotamus 4,000 Retail Trade and Services 300 1 13 17 Indulge Antiques 9,092 Retail Trade am Services 300 30 38 Vacant 4,649 Vacant' 300 15 19 Rack Room Shoes 6,757 Retail Trade and Services 300 23 28 Al Eyebrow by Threading 1,758 Retail Trade arta Services 300 6 7 Vacant 902 Vacant' 300 3 4 Vacant 704 Vacant' 300 2 3 Vacant 956 Vacant' 300 3 4 Crafters Nley 2,587 Retail Trade and Services 300 9 11 Vacant 1,077 Vacant' 300 4 4 Oregon Sports (Storage) 1,544 Retail Trade and Services 300 5 1 6 State of Oregon Military Dept 950 Retail Trade and Services 300 3 4 Vacant 480 Vacant' 300 2 2 Vacant 1,175 Vacant' 300 4 5 Cinemark#17 78,511 Retail Trade and! Services 300 262 327 Cabela's 58,773 Retail Trade and Services 300 1% 245 Vacant 60 Vacant' 300 0 0 Noodles &company 2,500 Eating and Drinking Establishment 100 25 31 Firehouse Subs 11800 Eating and Drinking Establishment 100 18 23 Menchie's Frozen Yogurt 1,200 Eating and Drinking Establishment 100 12 15 T-Mobile/Express Locations 2,291 Retail Trade and Services 300 8 30 Aspen Dental 3,497 Retail Trade and Services 300 12 15 Chipotle 2,258 Eating and Drinking Establishment 100 23 28 Pieobgy 2,248 Eating and Drinking Establishment 100 22 28 Sleep Train( Mattress Firm) 4,049 Retail Trade and! Services 300 13 17 America's Best (National Vision Inc.) 3,270 Retail Trade and! Services 300 11 14 Kohl's 98,500 Retail Trade and! Services 300 328 410 Marshalls 22,322 Retail Trade and! Services 300 74 93 Ross Dress For Less#1835 25,518 Retail Trade and! Services 300 85 106 Petco#1276 12,175 Retail Trade and Services 300 41 51 Ashley Home Store 30,236 Retail Trade and Services 300 101 126 Hobby Lobby 55,217 Retail Trade and Services 300 184 230 Hometown Buffet 10,515 Eating and Drinking Establishment 100 105 131 Buffalo Wild Wings 5,920 Eating and Drinking Establishment 100 59 74 Burger King 1,300 Eating and Drinking Establishment 100 13 16 Original Roadhouse Grill 6,917 Eating and Drinking Establishment 100 69 86 Applebee's 5,250 Eating and Drinking Establishment 100 53 66 Carl's Jr. 3,600 Eating and Drinking Establishment 100 36 45 Wal -mart M178 37,857 Retail Trade and Services 300 126 158 Big 5 Sporting Goods 13,000 Retail Trade and Services 300 43 54 Panera Bread 4,361 Eating and Drinking Establishment 100 44 55 Sears 119555 Retail Trade and Services 300 399 498 Target 113613 Retail Trade and Services 1 300 379 473 TOTAL 819,460 1 3,051 3,813 Notes 1. Vacant spaces have been accountedforas"Retail Trade and Services" in the"Minimum Parking Standard" columns Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Mai or Modification Pre -Submittal ADOlication B. Exhibit B: Deed and ALTA Survey 0 ...mazzetti.com MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408 Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Mai or Modification Pre -Submittal Application C. Exhibit C: Reduced Scale Site Map 0 ...mazzetti.com MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408 ti uux¢ni s INTERS7ATE5 A 0 - El 10 Q v x V j EXISTING WALMART SITE PLAN y J W Yzo i 30 r5v i � 617E PLAN 'DEVELOPMENT AREA C201 Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Mai or Modification Pre -Submittal ADDlication D. Exhibit D: Proposed Lighting Cut -Sheet 0 ...mazzet i.com MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408 Specifications EPA: 1.01 k' Sldppedinluded Is".) Length: 33' S'Lat'lerr ig weu. Width: 13" P3 P0' H' genu. Height Hi 7-1/2" Rotaudepfia gsnu. Height H2: 3-1/2" Weight 27Ibs (meal: gzzq D -Series Size 1 LED Area Luminaire DLC DLC -i��l u I M1P turtle Talkie, ue he we. re d Mede. a I sno. Introduction The modern styling of the D -Series is striking yet unobtrusive -making a bold, progressive statement even as it blends seamlessly with its environment The D -Series distills the benefits of the latest in LED technology into a high performance, high efficacy, long -life luminaire. The outstanding photometric performance results in sites with excellent uniformity, greater pole spacing and lower power density. It is ideal for replacing up to 75OW metal halide in pedestrian and area lighting applications with typical energy savings of 65% and expected service life of over 100,000 hours. • EXAMPLE: I LED P7 40K T3M MVOLT SPA NLTAI R2 PIRI DDBXD D5111 LED Bill LED l'nvantil IDK 31100K Its Typelslu. TSVS TypeVeeryslu.' AIVOLi' Sldppedinluded P1 P4' P9' 40K 41)(0K (Agarr ) 4S TypeVsItO )VOH SPA S'Lat'lerr ig P2 P5' P8 SOK 5000K TN Typerislu. TSM TypeVer ium° ETV -"tea" APA Romdpoker ing'" P3 P0' H' TNI Typrinnedlur BW TypeVwlde' 120' WAS WallbauseP Rotaudepfia INS Type III shaft BIC Badlghtmntal' 208' SPOMBA SRI pole trateal.,ati, "her" P10' P12' TRIAL Type III med'mr MKO Lehmriereul NO' WOMBA Road use un'nml un igAapmr' P11a P13'' T4A1 Type IV med'mr KCO Rightearnereul 2➢' Sippedseparanly iFTM Fomard throe 347' KMPeDDBKDO Mmtarressure,badxtadarnor medium 480' (spedfyfinkh)^ SByped'natalkd PIR HimV.,, monow.bientsemm,8-15'mounte,Legall Shyped'natalled DDBKD Dark save NINIR2 Di AIR Network earned° a blmtremoeedle,115&'aa NS Horse-sldeshalL3 Di Rauk PIRHN Network that. mmbwerblmtremor" PIDI HlgVow, han.vambleDl 15d0` moundig Leight SF Surge fiue(1N,ID, 347V) DNA%D Nanalalrener. amblmtremoembledat5h'0a PER NEWtw,tlrck ixeppde erly(cents orders] sepemte)'" MRIFM 8-1Smountlig Leght DE Dauble fure(2D8, 24D 4Wh" UNPOD White PERS Hre peeonl (ant rderedse ke)a'a yin reap y paa amblmtttmoe�blNl atlh'm09u, L90 IeRaphdodo' p ODBTKD Ferried lark same PEn Serer -pe resepndetry (Funds mdevi sepent) a° %RX1f(3V BFkeek mggVa.hk4se.w 15-3Omoandig Lelgk, R93 Rghtadiedopdo' DBILUD Ferried Rhea MG 0-10adirr pulled outside turre neruse win an amblmtremoembledatlh'0a HA 50%amblwmpeadom' ONATKD Tenured naturalaremalmnm,onkredsepaarely7" - FAO Field adjustable outputt0° 9rypednparatdy aluminum DS Dirk lwith lI sero I BS Blrdsplkesru MiNall Tmurelanke EGS EAerml glare shied '. L/THON/A One Gthenia Way Conyers,Gwr,aWAR •Prane: 1$l7056EIRV 9378) lid—, DS%1-LED L/GNT/NG. ®2e11-2r2O Awdn anrd D9mmy ma Aldireei Ree11PUm Paget ed COMMERCIALOUTDCOR Ordering Information Accessories orx,�a,.aeppea�p,a3�ry OILIZIEIIn Kamml-m,ragae pnvrvl= otunEismuu Kamml-m,.aem". OLLV➢f ISNLN P�,mull-54 mtA"'IWNI^ OSMOASBN Shu,ln°uv OS%IM53IX11 untle A6JMP1,RP1PoNK' D.iHS.0 ueatledlPdMf6aNR° oAB,DD. untledlnd m Pi n" vurnenoomov b°,rani"em �e WtunlwulmwnBg Ra6e�a�r unm DD.DU nim��m maoomg m,an,ep,olseah oairuslrleemu RMns Shed -en Options EGS-EBRerlul Glue Shield Drilling NANDNOLEOAIENTATION C D B A B9nJBOk Template Me TOPof Pok I 1lS kralumlrumpde¢ 3I5'krotMrl»le gpa &�- D m- zao- aPLrn Tenon Mounting Sllpliltar DSXI Area Luminshis-EPA n,ImdsWml-mantl'mtryral w,m,,g arm@bertenor¢,arim, b—i—orothera¢es are nor IndutlN I n this EM dm Mou"y R -0 .--. % �. 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Y + 05OIED I ID13 I loss 19d5 30H M50 370 — �— DW -LED '. L/THON/A Rw11P m ga4d8 one lithomla Way • Conyers, Georgia W2 - PMne: 1$ 7(SERV 93781 • w•mn.11tbonla com L/GNT/NG. Minimum Aaeplame outside Pnl a Dl menrmn rsl�m�®aa®a DW -LED '. L/THON/A Rw11P m ga4d8 one lithomla Way • Conyers, Georgia W2 - PMne: 1$ 7(SERV 93781 • w•mn.11tbonla com L/GNT/NG. ®m11 m.o A—n aamd Lmhu, m, Al dgho mnunre. COMMERCIAL OUTDWR To seecomplae phaometric reporp or dmnload.ies fnee orthis pmdua, visit Li6honia L'ghtln,Y D -Series Nree S-1 Homepage. Iwbawndla plots for the DS%1 LED 60C 1M040K Di54ncasara'm wits d mounting neigMQS). :MEN MEN ONCE MEN 9 ■Illoo'11■ Mlllo■MII■ MEAN WI. One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm ..•...M 11551111101 PIPE 'I CX 11 2M A -W B-� Lght,q me uldghts rererred. 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L/THON/A Rw11Pum aaga3ole One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm ..•...M 11551111101 PIPE 'I CX 11 2M A -W B-� Lght,q me uldghts rererred. MENN i S0anoum■x11111■IN01 mos [EHIIIIIIIII USE=MMM E FFA/Nill Nmmuumar 1111 016 ■a■■G6N■a ■■■-.ez-.■■ MENOMONEE ±arn■Noes.■■momoloomi 111 MENOMONEE MOMMEMOMM momoloomi DS%1-LED '. L/THON/A Rw11Pum aaga3ole One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm L/GNT/NG. CX 11 2M A -W B-� Lght,q me uldghts rererred. MENN MON-.:..■■iNJ mos ■■■■ Miami o■io■■an USE=MMM E mamnsioll Nmmuumar 1111 016 ■a■■G6N■a ■■■-.ez-.■■ MENOMONEE 111 MENOMONEE MOMMEMOMM tl■■...0■■I i, DS%1-LED '. L/THON/A Rw11Pum aaga3ole One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm L/GNT/NG. CX 11 2M A -W B-� Lght,q me uldghts rererred. MENN mos ■■■■ Miami o■io■■an E N Nmmuumar 1111 016 ■a■■G6N■a ■■■-.ez-.■■ MENOMONEE 111 MENOMONEE MOMMEMOMM ■■■ld■NIl■■ III DS%1-LED '. L/THON/A Rw11Pum aaga3ole One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm L/GNT/NG. CX 11 2M A -W B-� Lght,q me uldghts rererred. MENN mos MENEM MENOMONEE N MEN MENOMONEE ■■■ld■NIl■■ III i, MENOMONEEMENOMONEEMENOMONEE DS%1-LED '. L/THON/A Rw11Pum aaga3ole One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm L/GNT/NG. CX 11 2M A -W B-� Lght,q me uldghts rererred. MENN N MENOMONEE mommommom DS%1-LED '. L/THON/A Rw11Pum aaga3ole One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm L/GNT/NG. CX 11 2M A -W B-� Lght,q me uldghts rererred. COMMERCIAL OUTDWR Performance Data Lumen Ambient Temperature (LAT) Multipliers U- di taoew. d.emiin.,.Yw. 6m.ro1 ke, uer deteiem teddiewe.e, Lom(ddd 1Q21W9 Projected LED Lumen Maintenance Dem nhremrtHercaPohtN Pnlomarce Pnei.... f—he Plallomv mtN Ina shi �nYinl, kneed 1110i0.tl Foca of IED tody RetN Per I ESNA LNi and Wjwted pelESNA TM -21.11). To,aleolrt. L, w tlrelomen mamt.nerce haorlFrtmrrey 1 m the deeded ohni ofoP.any Fwd b.bw. Fodothe, In— memt=relo.y eonmahaory 1. ss0 o Sop3o n52 'Io3Ao3 085 R 30 530 5d E45 3m @6 310 033 3]] 0.19 - 0.10 t4dm Amrmi a me NwrN¢il MMI 11,P Pindep, 10 SU& m9Rm3 Opva Tine Tine Time PIPVPIPN 30131 ol 01 30 10% 10 Projected LED Lumen Maintenance Dem nhremrtHercaPohtN Pnlomarce Pnei.... f—he Plallomv mtN Ina shi �nYinl, kneed 1110i0.tl Foca of IED tody RetN Per I ESNA LNi and Wjwted pelESNA TM -21.11). To,aleolrt. L, w tlrelomen mamt.nerce haorlFrtmrrey 1 m the deeded ohni ofoP.any Fwd b.bw. Fodothe, In— memt=relo.y eonmahaory 1. ss0 o Sop3o n52 'Io3Ao3 085 Electrical Load MMM'1. R 30 530 5d E45 3m @6 310 033 3]] 0.19 - 0.10 t4dm Amrmi a me NwrN¢il MMI 11,P Pindep, 10 SU& m9Rm3 Opva Tine Tine Time PIPVPIPN 30131 tw Om96 fna61edl IF1 Inem,lien R 30 10% 10 oh 050 O.M 91P1!(3Vv 3V (3]96) onwho , Ma6led. IFI 5 3x min PIPN .V Odo eni IW OEO dee w1m m.tmo.mend e. vea ae encu m mwn coma. Electrical Load MMM'1. R 30 530 5d E45 3m @6 310 033 3]] 0.19 - 0.10 - On 0dcerswirN iMelerhnlYN5W50 R 30 1. 10 Os9 031 031 035 0l0 106 (arhwdhkwlMSdndardtw611hd,'utudN hrde9wdawn operation, or,dudoed,wBd rade R 30 10% 10 086 050 O.M OM 030 Olt MUAy(m0ok5A6A P4 30 12% Im IW OEO OS] 0.0 037 Ol] (NNmm dNY�� P5 30 1101 IM 1.16 Ob] O.W 051 Ob 09 P6 W 12% he 136 O]A 088 059 047 031 P] M 1101 I® 153 088 O.M 0& 053 03a PS 60 IOID 201 134 11% 081 O.M 064 049 W 60 12% 241 301 1.16 III 083 070 051 RO m 530 106 090 052 OR OM 033 Ol] Pniala'0(tia N4ihe in. him RI R2 Po Po ]N tom 131 2W I.IS V4 OR 0.93 OM 081 053 026 042 060 032 nK P13 Po 1250 231 1.93 IAA OW OBS Ob] 049 Nood lue OesalPhn Ni Remantomroldente Nodes DW -LED '. L/THON/A Few.nnvm ,.6d8 Fddg owhleouSutdedarclaleiinni Nlwsthelumensremhem6rdAkdiraned, FWdrvire fvumtinse. w thothrrwedsoplon0w Iuminalre;wlredmlhedeXeedlmdn,ii i medvelyRlmmingthellghouqut. neallM1eO-IDVledk 05 0dcerswirN iMelerhnlYN5W50 lheluminaire'ewood mtxnspwwMe,i,uiB, Me rhetl Neduers pe Ywrt N9u Iwosepsoneywe¢M1eddouns.(wader n nire¢lMim al bwd,kr`Anaoperaf ryjQllxAaa mnre[nRMeecemernx'roe. RASARRI MiNAe9pFamallee�Ode (arhwdhkwlMSdndardtw611hd,'utudN hrde9wdawn operation, or,dudoed,wBd rade ]wstbdpntedkwAasOLL%ik %nl85belmming l®esonetiver, Pln6&1 d,i` tatponde0 ludlmmingsignl5. valnnNmntmlrodesoAas919M inside luminaires NAa%%1 Mo0msemaxih NegralpFow,dl. Who WrtirartdmwM1en noosapa¢yeskhRM. MUAy(m0ok5A6A Also as,dahlewnh PlRH1KW when the sensor blSrtamtiy;%%Ib15-30 rtaurliy de[aell esudefwdu#todomhoperaYw Ni P%IN M19FINAeral'kdludrarebrtatimmerq FbtimadaRBentlightsensing wit tenon response SdelulMdimmiig wRM1 mo[onsenwrocer-deewFen NigFIHr506A d19htAlRsenwrson hpmgrammeesd randsered d QnmrellydwreMaRmmuNo0m vdrelmlY,nonentl tothe dL,ht(dYnse. Yonhe9uM eFg0e(INPoq Floyy DW -LED '. L/THON/A Few.nnvm ,.6d8 One Gthonie Way• Conyers,Gw,,a 3(012• Phone: 1$ 7(] SEW937B •w•mn.Iith—o— L/GNT/NG. ®mel-mzo Aednamnd D9mmy ho. Al d9Fo didi COMMERCIAL OUTDWR Performance Data Lumen Output Wnren va lu..an hom PM,m ,n.npe&m dinawr6rce 6IFSNA mmdaedm ba rapmmletrve dtlre mnfigvalimaeMxn,.4,n Yie ylanmallmwdby Li�lirg FeN WMeg 4Mrybr P.rfu,man<. darn oa a m.od'.n--o drown n... 31 530 % 5Nl 115 M M 135 MM 14N 1nM 14 1555 15N 150 W( Ill0 RN 6357 6d53 3 6]]9 bde R 6M 672 ]e 6]11 V% 99 IM ;99 ] ] 1 ] 1 1 1 7 2 3 3 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ] ] 1 ] ] ] ] 0 1 1 1 1 7 7 IID 119 IID 116 IA 117 IA IN III IN a e R 11 6,956 6,919 bed 6,%7 6216 6216 6,963 77,M2M ] 7R9 7,187 S,TN d 4N8 ] ] ] ] 1 1 1 3 7 3 3 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ] ] ] ] ] ] ] 0 1 1 7 7 7 7 129 129 129 125 129 126 129 IM IN IN IN 79 ]9 79 ]p3] 7AN ] % ]A4 7A% 6901 73M ]j0 730 ],RI ],R3 4X2 d 7 9132 ] ] ] ] 1 1 1 3 7 3 3 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ] ] ] ] ] ] ] 0 1 7 2 7 7 7 130 130 131 1]] 131 128 131 136 136 135 135 107 M 30 510 % ]pW 115 7 0 7 118 8176 7 0 7 IR 8,99 7 0 7 179 12 RS "a 7 0 7 118 8A77 7 0 7 IR Beg 7 0 7 178 171 a 7 0 7 118 8373 7 0 7 IR 9,756 7 0 7 179 735 U21 7 0 7 115 8XI 7 0 7 IB 8,]51 7 0 7 175 63 7 0 7 118 I 7 0 7 IR 9 d 7 0 me 7 179 MM lYA 7 0 7 115 I 7 0 7 IN 8,818 7 0 7 176 9A% TIM q75] 7 0 7 IIB Bp96 7 0 7 IR 9,OB 7 0 MV 7 179 1M q5W 3 0 0 173 v57 3 0 0 137 9,369 3 0 0 134 155 0 3 0 1 IB 9 9 3 0 1 137 M 3 0 1 134 15M 8573 3 0 2 IR 9X6 3 0 2 132 MB 3 0 2 134 15W 8517 3 0 2 IR 9,175 4 0 2 131 9j91 4 0 2 133 M 6;70 I 0 7 97 ] 3 I 0 7 IM ] 86 I 0 7 IN WOO 5A38 1 0 2 R I 57 1 0 2 78 1 5A6 1 0 2 9 ROW 5338 1 0 2 R 5A7 1 0 2 78 5396 1 0 2 9 31 1050 % 1070 115 1101 2 0 2 In 1 12562 3 0 3 123 12,RI 3 0 3 125 M II 7 0 7 114 17 3 0 3 173 1770 3 0 3 175 RM II,]e 7 0 7 115 17b13 7 0 7 IN 17,72 7 0 7 175 735 IIjN 7 0 7 111 12j15 3 0 3 170 123M 3 0 3 171 TIM 11 7 0 7 115 12,5V 7 0 7 173 I ]Q 7 0 7 175 1Q1 IIA26 7 0 3 117 12, 7 0 3 171 17,465 7 0 3 177 TIM IIA73 7 0 7 114 1755 7 0 3 173 I7,7N 7 0 3 III 15Y5 12,Ib 3 0 1 119 1308 3 0 1 128 Iva 3 0 1 131 14 12,150 3 0 1 119 1309 3 0 1 128 I % 3 0 1 IM 15M 17,119 4 0 7 119 13356 4 0 7 178 13X1 4 0 7 131 15W 12M 4 0 3 118 17,70 4 0 3 177 I;IN 4 0 3 IB M 9 0 1 0 2 M 1010 1 0 2 101 lOaO 1 0 2 IN LOO 7,121 1 0 3 70 ]b]1 1 0 3 75 ]]e 1 0 3 % RN 7,121 1 0 3 70 ]b]1 1 0 3 75 ],]e 1 0 3 % 7 12% % 12W 115 13 35 3 0 3 107 Id 3 3 0 3 116 l 57 3 0 3 117 RS 13,171 3 0 3 107 14,158 3 0 3 116 14641 3 0 3 117 RM 1337 2 0 2 IN 1437 3 0 3 116 14716 3 0 3 118 735 13361 3 0 3 105 1404 3 0 3 113 1457 3 0 3 114 TIM 13 ] 7 0 7 IN 14 7 0 7 116 I I 7 0 7 117 1Q1 11165 7 0 3 105 14,187 7 0 3 113 1432 7 0 3 115 TIM 13AQ 7 0 3 10 I4,IM 7 0 3 116 MAA 7 0 3 117 TM 1 el d 0 1 117 15 d 0 1 121 1% d 0 1 127 14 11M 3 0 1 112 15 3 0 1 121 I 71 3 0 1 122 15M 11%3 4 0 7 117 1532 4 0 7 170 ISX3 4 0 7 IR 15W BA72 4 0 3 111 14,M 4 0 3 120 15,133 4 0 3 121 M II 7] 1 0 7 M 11 9 1 0 7 95 I N 1 0 7 % OW ION 1 0 3 E6 9AN 1 0 3 71 9951 1 0 3 R WO 975 1 0 3 9 8,839 1 0 3 71 9951 1 0 3 R 31 IMO PS 13M 115 14 ]9 3 0 3 IN 15 14 3 0 3 115191M 4 3 0 3 116 M 14 d 3 0 3 IN 15,9] 3 0 3 114 3 0 3 116 RM 14]39 3 0 3 107 15,8]8 3 0 3 115 3 0 3 117 735 14X4 3 0 3 103 15,38 3 0 3 111 3 0 3 113 TIM 14;M 7 0 3 107 15 3 0 3 1153 0 3 116 1Q1 143M 2 0 3 IM 1537 3 0 3 112 3 0 3 In TIM 1405 7 0 3 IN 15,830 3 0 3 1151 3 0 3 116 1M 15A3 4 0 1 111 16 4 0 1 119 4 0 1 121 155 ISX5 3 0 1 111 16AR 4 0 1 1196 4 0 1 171 15M 155] 4 0 7 111 16935 4 0 7 1191 4 0 7 171 15W 15157 4 0 3 110 1 M 4 0 3 1184 4 0 3 IM W( 12318 1 0 2 87 q99 1 0 2 a3 1 0 2 95 LOO 8,%5 1 0 3 65 9,65] 1 0 3 M 1 0 3 71 RN 8,%5 1 0 3 65 9,657 1 0 3 7 1 0 3 ]I '. L/THGN/A One umona Way - �n,en•Oeer, a 12 - P'mne1$ 70sSEIN 9378, • w„a,,.Lth—,mom DW1-LED L/GNT/NG. ®mn-mmamn Or -n6 LOhn , me. Al,lsnl.—ed . Re.. nnum ".g e 8 COMMERC11 OUTDOOR .. . Lumen Output Wman va luar are hom plwtommir inn perbmwd inemr6rce wiYi IFSNA IM�Ti�. Data'amrmtlaad m ba ragnmletrve dtlw mMgvalimaeMxn, wilM1'n Yie ylanmallmwdby Li�liy Fam. Wmaa Yaory br p.�b,marc.dara oaam rca69�nti�rct4w»nM.. DW -LED '. LIMUMA Rw11P m 1,648 IIIO I6 CX 11 2M A—W B—D9mmy me Al d9nb ,ererred. COMMERCIAL OUT R 751 3 0 3 IW19;18 3 0 3 II] 19,]59 3 0 0 3 118 735 3 0 3 IW 18,98 3 0 3 11] 1938 3 0 3 118 3 0 3 10] 19 3 0 3 11] 19 3] 3 0 3 119 ,19 3 0 3 105 19 3 0 3 113 19,7R 3 0 7TW 3 115 191)" 3 0 ,(Ai 3 0 3 IW 18A5 3 0 3 11] 3 116 99 3 0 3 106 IU711 5 3 0 110 I ]1 3 0 116tl b]] 3 0 3 IW 19 3 0 4 11] 3 0 4 118 2IvnUM 0 0 1 113 I9 1 83% IM 0 1 Ill 1 1 Ifl 8390 4 0 2 113 19,816 2W 4 0 16 4 0 2 12] 2UI6 2 Ifl 4 0 ] 113 19 ]E6 4 0 ] I20 ] I6 4 0 ] Ifl 5 0 3 5 5 9 29 5 19736 5 0 3 IID 19,885 5 0 3 in 1409 99 2 0 n( 10;99 2 0 2 89 15714 2 0 3 96 3 1ls,iiIIs1.761 L((0 10;91 I 0 3 E6 II 14 1 0 3 71 11]61 2 0 3 n R(0 10]81 1 0 3 E6 IIb12 1 0 3 71 11,]61 2 0 3 n 11 tl 1101 ry 18314 TISus 19j27 3 0 3 105 A,]I2 3 0 3 113 269]5 3 0 3 115 RS 19 3 0 3 105 A 3 0 3 113 2 95] 3 0 3 110 RM 19,315 3 0 3 105 A,A7 3 0 3 110 2U% 3 0 5 3 115 ]35 la&s 3 0 3 102 A,n1 3 0 3 110 21396 3 0 111 ]3M 1938 3 0 3 105 3 0 3 113 21,L53 3 0 3 3 115 2M,746U% 11M IB 3 0 103 2 96 3 0 111 2 53 3 0 112 TIM 1936 3 0 4 105 2159 3 0 4 113 21996 3 0 4 115 1555 1 1 0 1 IN 21$14 0 1 118 21;3] 0 1 1 119 MM0703 4 21 1 1 0 2 118 21 1 1 0 155 A 3 0 2 4 4 2 119 15M 1 4 1 0 2 10] 21M7 5 0 3 118 21]93 5 0 IN 3 119 n 21756 5 0 1m 19,85] 5 0 3 IW 21306 5 0 3 3 118 n( 15,]80 2 0 3 86 16,9* 2 0 3 93 1]31 2 0 93 3 91 1((0 II]1] 2 0 3 61 12 2 0 3 69 1] 2 0 3 A ] 0 3 69 ] 0 8((0 11,]14 ] 0 3 61914,7%2 3 11 Po 1050 ry 20TH 115 2];91 3 0 3 3 0 3 11] 24535 2pm 3 0 3 119 ]b ] 3 0 1 IN 3 0 1 11] ] 3 0 1 118 M 2]58] 3 0 3 10]MX7MX7 3 0 3 118 24635 3 0 IN 3 119 TVIAIS ]b 21570 3 0 4 106 3 0 4 111 23558 3 0 4 115 ]3M 22327 3 0 4 IN 3 0 4 11] 245]5 3 0 4 119 11M 22A38 3 0 4 INI 3 0 4 115 2 1 3 0 4 116 TIM 22313 3 0 4 IN 3 0 4 II] 2'. 3 0 4 119 1555 23;15 5 0 I 113 5 0 I m 25$® 5 0 I IB 155 23,134 4 0 2 1134 0 2 I22 2 N 4 0 2 IB 15M 233]4 5 0 3 1131 5 0 3 m 25,1W 5 0 3 IB 15W fl31 5 0 4 n2 5 0 4 n1 25332 5 0 4 1a n[ IB 8 2 0 3 892 0 3 96 2 136 2 0 3 97 L((0 1335 2 0 3 E66 2 0 4 ]1 14M 2 0 4 72 R(0 1335 2 0 3 E6 14,796 2 0 4 71 14M 2 0 4 72 0 12% P9 NIW 115 25$]5 3 0 3 IN127�n3 1 3 0 2],501 3 0 3 116 us 25 3 0 4 IN 3 0 2] ]1 3 0 4 116 VIA M5 3 0 3 10] 3 0 28014 3 0 3 116 ]35 moo 3 0 4 1031 3 0 1 2],130 3 0 4 113 ]3M 25 1] 3 0 4 IW 3 0 2] 3 0 4 116 11M 2 1 3 0 4 IM 3 0 I] A 3 0 4 113 TIM 25,602 3 0 4 106 3 0 11,98 3 0 $4119 4 116 1M 266]6 5 0 1 110 5 0 29/W 5 0 1 121 14 2 4 0 2 111 5 0 2 A 5 0 2 121 15M 26.581 5 0 3 110 5 0 29591 5 0 3 IA 15W 26;06 5 0 4 110 5 0 8 298W 5 0 4 IA n( 20 2 0 3 8] 2 2 0 2% 2 0 3 95([0 15719 2 0 4 65 5 2 0 A((0 15719 2 0 4 65 5 2 0 npH 2 0 4 n DW -LED '. LIMUMA Rw11P m 1,648 One Gthonia Way • Conyers, Georyia W2 • PMne:1$ 7(] SEW 153]8) • www.Lth—,mm L/GNT/NG. CX 11 2M A—W B—D9mmy me Al d9nb ,ererred. COMMERCIAL OUT R Performance Data Lumen Output Wman va lua•are hom plw[omNi�inh parbmred inemr6rce wiYi IFSNA IM�Ti%. Data'amrm4aad m ba ragnmletrve dtlw mMgvelimaeMxn, wi1M1'n Yie ylanmallmwdby Li�tiy Fam. Wmaa Yaory br p.�b,marc.dara oaam rca69�nti�rctRw»nM.. Po 90 %0 IO6W 115 W-zw 3 0 3 IN 13,950 3 0 3 133 1458 3 0 0 3 133 II ]b 122M 3 0 3 IR 14MI 3 0 3 134 3 0 d 133 114,1&40 RM 122M 3 0 3 III 13 1 3 0 3 130 13 3 0 3 136 ]35 1186 d 0 d IA 13,754 d 0 d 130 1 d 0 d 131 BM 1;193 d 0 d IN 13,913 d 0 d 132 1410930 d 0 d 136 11M 1979 d 0 d IR 13,945 d 0 d 134 14121 d 0 d 133 1nM 13379 3 0 d III 13315 d 0 d 135 14386 d 0 d IR 1555 133]] 3 0 1 125 3 0 1 135 14513 3 0 1 14 13,960 3 0 1 125 13Nd 3 0 1 135 14365 3 0 145 1 1IM % 1% 154 13 56 d 0 4 145 13 1 d 0 4 135 I d 0 4 18 1W 13,13] 3 0 3 143 13,153 3 0 3 131 141% 3 0 3 135 61[M 3 0 3 3 11,]99 3 0 3 III II,BW 3 0 3 IR 73 0 3 A 87 LM ]069 I 0 3 ]3 Mq 0 3 Po 4 3 0 3 73 M. 3 0 3 d 0 RN 4 d ]] Po 701 %1 13TH 115 16556 1655 3 0 3 141E10AR2 3 0 3 13 130 IWI d 0 d 1% 1796 RS 1691 d 0 d 1403 d 0 d 149 I]95] d 0 d 131 RM 16,758 d 0 d 144 d 0 d 134 d 0 d 1I"al728 ]35 16,75 d 0 d 118 d 0 d m nbN d 0 d IIB N IN ]3M 16,]18 d 0 d 122 d 0 d 132 Ig2]1 d 0 d 133 118 16A2 d 0 d 140] d 0 d 069 17946 d 0 d 131 1nM 16,85] d 0 1 123IkI% d 0 1 133 18389 d 0 1 IN 1555 16,96 d 0 1 IN] d 0 1 133 18518 d 0 1 135 155 16,82 d 0 1 IN3 d 0 132 4 d 0 134 2 19 4 d 0 158 ION 4 0 4 IN d 0 4 134 4 2 133 1M 1665 3 0 3 IR6 5 0 3 18 18,193 5 0 3 133 IN 610 14815 3 0 3 1015 3 0 3 IN 11103 3 0 3 110 1000 9 0 3 744 4 0 3 78 IVR 4 0 3 A 4 d 0 8000 9675 d 0 d 74 1008 d 0 d 4 A Po 1050 %4 20TH 115 22,9964 0 4 111 N53 d 0 d 12 120 25,L91 2W d 0 d m IN 2W 4 0 4 110 MAI 5 0 5 119 99 5 0 5 17 RM 235]] 4 0 4 In 605 d 0 d 121 2V934 d 0 d IN ]35 22563 4 0 4 10] 5 0 5 117 2454M 5 0 5 MAI ]3M 23563 d 0 d 112 d 0 d 121 25,95 d 0 6,961 d IN Ifl 118 22A24 5 0 5 110 xx 5 0 5 119 2 5 0 5 17 Too23519 5 0 5 113 653 5 0 5 122 2559M 5 0 5 IN 1555 ] 5 0 1 113 6531 5 0 1 IN 25,]06 5 0 1 IN 23 155 23 d 0 2 113 6187 d 0 2 122 2 06 d 0 2 IN 158 BX4 5 0 3 113 6,181 5 0 3 144 259) 5 0 3 IN 1563 fl,165165 5 0 1 N194 5 0 1 RI 45,9]1 5 0 1 106 3 610 19 I 4 0 4 ]I] 4 0 4 ILO 2079 4 0 4 101 LM 13,fl4 2 0 3 147% 2 0 4 ]1 14%3 2 0 4 ]2 KM 13,]16 4 0 4 13,]7 4 0 4 ]1 1463 4 0 4 ]4 60 I2% P13 BIW 115 2557 d 0 d ]361 d 0 d 118 4],]63 d 0 4 17 RS 6 4 5 0 5 ] 0i 5 0 5 118 2]550 5 0 5 119 RM 25,]10 4 0 4 ],696 4 0 4 17 48M] 4 0 4 121 25 $Bn 5 0 5 ]® 5 0 5 116 4],144 5 0 5 11] ]3M 6 5 5 0 5 ] 5 0 5 17 4881 5 0 5 121 J93717 118 4 10 5 0 5 ]158 5 0 5 118 5 N 5 0 5 119 418 25,861 5 0 5 8,860 5 0 5 121 M)12 5 0 5 122 1M 26 5 0 1 M06 5 0 1 121 2MII 5 0 1 123 14 2 24 4 0 2 R 19 5 0 2 120 2 IR 5 0 2 122 15M 25,818 5 0 3 RA13 5 0 3 120 28,165 5 0 3 106 IN 25586 5 0 4 8,563 5 0 4 119 2]912 5 0 4 121 610 21 41 1 0 1 06 2 4 0 4 99 215401011000 15,1]0 2 0 1 16}9 2 0 4 ]I 16.59:::52::::1:::00::::1:::44::::R 7(00 15,150 5 0 5 E6 I6,R1 5 0 5 ]1 16.58 5 R DW -LED '. LIMUMA Rw11P m P,7a 8 One Gthonia Way • Conyers, Georyia W2 • PMne:1$ 7(] SEW 937B) • www.Lth-,mm L/GNT/NG. ®m 11 m.o A-1, a-D9mmy m� Al 9914. ,ererred. COMMERCIAL OUTDWR FEATURES & SPECIFICATIONS INTENDED USE Thesleek designof the D-Seres Size 1 reflectisthe embedded high performance LED technology It is ideal for many commercial and munkipal applicatbre, such as parking lots, plazas, campuses, and street5capes. CONSTRUCTION Singlepiecedie-cast aluminum housing has integral heat sink firs to optimize thermal management h rough conductive and convective cooling. Modular design allows for ease of maintenance and future light engine upgrades. The LED drivers are mounted in direct contact with the caning to promote low operating temperature and long life. Housing is completely sealed against moisture and envirnmental contaminants (IP65). Low EPA (101 fe) for optimized pole wind oading. FINISH Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset powder coat finish that provides superior resistance to corrosion and weathering. A tightly controlled mu hi -stage process ensures a minimum 3 mils thickness for a finish that can withstand extreme climate changes without cracking or peeling. Available in both textu red and non -textured finishes. OPTICS Precision -molded proprietary acrylic lenses are engineered for superior area lighting distribution, uniformity, and pole spacing. Light engines are available in standard 3W0 K 40W K and 5000 K p0 CRp configuraWme The D -Series Size 1 has zero uplight and qualifies as a Nighttime Friendly" product, meaning it is n sistent with the LEER and Green Globes"" criteria for eliminating wasteful upllght. ELECTRICAL Light engine config reform consist of high -efficacy lEDsmounted tomedial- core circuit boards to maximize heat dissipation and promote long IRe (up to L39100,000 hours at 25-Q Class 1 electronic drivers are designed to have a power factor X90%, THD <p%, and an expected life at 1 E hours with <1% failure rate. Easily serviceable 1OkV surge protection device meets a minimum Category C Low operation (per ANSWEEE C62 412)_ STANDARD CONTROLS The DSX1 LED area luminaire has a number of control options. DSX Size 1, comes standard with 0-10V dimming drivers. Dusk todawn controls can be utilaed via optional NEMA twistlockphotocell receptacles. Integrated motion sensors with on board photocells feature fieldadjustableprograming and are suitable for mounting heights up to 30 feet. nLIGHT AIR CONTROLS The DSX1 LED area luminaire is also available with might® AIR for the ultimate in wireless control. This powerful controls platform provides outof-the-box basic motion sensing and ph onoconnrol functionality and is suitable for mounting heights up to 40 feet Once commissioned using a smariphone and the easyAo use CLARITY app, nLlght AIR equipped luminaries can be grouped, resulting in motion sensor and photocell group response without the need for additional equipment. Scheduled dimming with motion sensor over -ride can be achieved when used with the night Eclypse. Additional Information about nLight Air can be found here. INSTALLATION Included mounting block and integral arm facilitate quick and easy installation. Stainless steel bolts fasten the mounting block securely to poles and walls, enabling the D -Sem s Size 1 to withstand note a 3 PIS vibration load rating per ANSI C136.31. The D-Saues Size 1 utilizes the AERIS1 ` series pole drilling pattern (template #3). NEMA phomcontrol receptacle are also available. LISTINGS UL Listed for wet locations. fight engines are IP66 rated; luminaire Is IP65 rated. Rated for 40IC minimum ambient US Patent No. D672,492 S. International patent pending. Designfights COMortium® (DLC) Premium qualified product and DLC qualified product. Not all versions of this product maybe DEC Premium qualified or DEC qualified. Please check the DLC Qualified Products List at is"I QPL to confirm which versions are qualified. International DarkSkyAssociation (IDA) Picture Seal of Approval (FSA) is available for all products on this page utilizing 3000Kcolor temperature only. WARRANTY 5 -year limited warranty. Complete warranty terms located at: www.acultybrandscum/supe Wcustomer-suppoWterms- and -conditions Note: Actual performance may differ as a result of encluser environment and application. Al values are design or typical values, measured under laboratory conditioner at u C. Specificatiore subject to change without notice. DSX1-LED '. L/THON/A Rw11Pum 1,8dB One Gthonia Way • Conyers, Georyia 3]1112 • Phone: 180(,7OSSEW 93I8j • woolllthoniamm L/GNT/NG. ®con-mzo A—n aard ugmmy ms Al dgno evervel COMMERCIALOUTDX)R Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021 Site Plan Review— Mai or Modification Pre -Submittal AOOlication 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 .. 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(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. 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