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Home My WebLink AboutPacket, Pre PLANNER 11/26/2013 • , ' r♦ Planner: L Date: 1 1 Zlr 1 Pre-Submittal Packet 1 of (07 pages PRE-SUBMITTAL DISTRIBUTION LIST: Date Distributed: 1 • • ✓ David Bowlsby — Building Gilbert Gordon/Melissa Fechtel — Fire ✓ Michael Liebler — Traffic ✓, Ken Vogeney- DPW/Engineering ✓ Chris Moorhead, Surveying _ Planner ;e144 aid c witizil/td, The complete Pre-Submittal Meeting informational packet for this meeting is available on-line for you to review or print out @ Laserfiche website: www.springfield-or.qov/weblink8/ • City of Springfield Development Services Department SPRINGFIELD 225 Fifth Street Springfield, OR 97477 541-725-3753 Phone OREGON 541-726-3689 Fax Pre-Submittal Meeting Case Number Assigned: PRE13-00038 Date Submitted: 11/25/2013 Project Name: Gateway Mall Redevelopment-Andy Limbird planner Project Description: Pre-Submittal Meeting- Site Plan Review Major Modification Redevelopment/Enhancement of the existing mall with development of new retail/anchor stores. Application Type: Pre-Submittal Site Plan Tentative Mod Major - Job Address: 2780 GATEWAY ST Assessor's& Tax Lot#: 1703220002109 1703220002200 1Meettng Date :E:t 12/06/2013 °""' 1� -� r r. f, . Meetmg Ttmea, s. f. r 17 00 I'LQOf t A P CO & :sr e s -'A ''Planner ALIMBIRD -i'" .a #tMvnF i "� G rs,+ _ U: a :+a 4 rssr''�+f. ."� at: r41 t, €'x 5 a "1 it s r ?X.m,,;tt.,a,...s wt- ., r .itkit .._.. r_ -. ,w .....«i�.,.t ..'r__ , m_ irE'Et«...,:, q.'_.__� _..;w."'=..:::Stems t.w"_3...: AM b DISCLAIMER:Applications will not be exempt from Development Code or procedural amendments that may occur between the time of the Pre-Submittal Meeting and Submittal of the Application for Development Review. Please contact our office at 541-726-3753 with any questions or concerns. A Planner will be assigned the following business day and will contact you to confirm the meeting date and time. PO3 -Owoig'► PRE-SUBMITTAL REC'D NOV 2 5 2013 C\myReports/reports//production/Springfield/PL_FRM_PRESUB.rpt - 11/25/2013 • • • Pre- Submittal Meeting Development and Public Works Department Room 616 PRE-SUBMITTAL MEETING DATE: Friday, December 6, 2013 1. PRE-SUBMITTAL MTG#PRE13-00038 SITE MODIFICATION-Major ROUSE PROPERTIES Assessor's Map: 17-03-22-00 TL 2109, 2200, 2218, 2300, 2305 PRJ13-00019 (Gateway Mall) Address: 3000 Gateway Street Existing Use: Gateway Mall The applicant submitted plans proposing a major redevelopment to existing Gateway Mall. The proposed modifications will include selective demolition and redevelopment of the existing Mall building, construction of new satellite retail and restaurant building pads around the east perimeter of interior road, new truck loading docks on the west side, and associated site improvements. Meeting Date/Time: Friday, December 6, 2013 11:00—noon DPW 616 Planner: Andy Limbird The Pre-Submittal informational packet for this meeting is available on-line for you to review or print out @ the laserfiche website: www.springfield-or.gov/weblink8/ PRE-SUBMITTAL REC'D NOV 2 5 2013 • • • ;City of Springfield SPRINGFIELD Development Services Department 225 Fifth Street Springfield, OR 97477 Site Plan Review Application Type (Applicant: check one) Site Plan Review Pre-Submittal: • Major Site Plan Modification Pre-Submittal: Site Plan Review Submittal: ❑ Ma-or Site Plan Modification Submittal: ❑ Required Project Information (Applicant: complete this section) Applicant Name: Eric Dinenberg, Senior Director, Developement Phone: 645-593-7685 Company: Rouse Properties Inc. Email: Eric.Dinenberg@ rouseproperties.com Address: 1114 Avenue of the Americas,Suite 2800, New York,NY 10036-7703 Applicant's Rep.: Geoff Larsen, P,E, Phone: 541-686-8478 Company: Balzhiser&Hubbard Engineers Inc. Email: Glarsen@ bhengineers.com Address: 100 West 13th Avenue, Eugene, OR 97401 Property Owner: Rouse Properties Inc. Phone: 645-593-7685 Company: Same as above Email: N/A Address: Same as above .f- . -,..-hare. Os+�4•∎•• ASSESSOR'S MAP NO: 17-03-22 TAX LOT NO(S): 2109, 2200, 2218,2300,2305 Property Address: 3000 Gateway Street, Springfield OR 97447 ,Size of Property: 70 Acres • Square Feet 0 , Proposed Density: N/A Proposed Name of Project: Gateway Mall Redevelopment 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): sf Si natures: Please sign and •rint our name and date in the a••ro•riate box on the next .a.e. Required Project Information (City Intake Staff: complete this section) Associated Applications: 7 I� Signs: Pre-Sub Case No.: f r r Date: I I ) L5 1 J Reviewed by: I ro �Case No.: I 1 r 000 2 g Date: Reviewed by: Application Fee: $ 3I1O Technical Fee: $ Postage Fee: $ TOTAL FEES: bi-qp PROJECT NUMBER: (12---5 I - 040 Revised 2/27/12 EMM NOV Q 13 1 of 11 v . . • • ,, i. ± :i''' i 1.- i ; r Ns. '":„.. \< i g 1 litiskiete Postal-Vijay i 2 '� N. # _ ,: Of '4 ' ' - - ---Ii IL - I ..., _ ..- a ..- - ' :7 r! r� � / flame � M :II- . � �3 JIi !j try'- � ! f 1 ■ - -n 'il ill \-tbirt.� li laverk � ■ 1 1 IARLOW.RD- 5 i t-t c ii, • _ -ie.,'" I-, ! a i ,. II, , _ Elm i1 i.1)11) 1_I '.S,=l j - - c- �, --1.; r _q DI ` V SITES VICINITY MAP ft PRE13-00038 Pre-Submittal Mtg (Site Mod — Major) 17-03-22-00 TL 2109, 2200, 2218, 2300, 2305 N 3000 Gateway Street Rouse Properties (Gateway Mall) PRE-SUbivlu I IHI RECD NOV 2 5 2013 • • ROUSE PR PFP Gateway Mall Redevelopment Site Plan Review Major Modification Draft Written Statement Engineer-of-Record: Monica Anderson, PE Project Engineer: Geoff Larsen, PE Author: David Looney, EIT November 15, 2013 BHE Project No. 2100-024-13 • f11~ a 14,1 ± r. -4111hir .11 BALZHISER & HUBBARD ENGINEERS'RE,SUBMITIAI RECD NOV 2 5 2013 Mechanical • Electrical •Civil • Surveying 100 West 13th Avenue,Eugene,Oregon 97401 Phone:(541)686-8478•Fax:(541)345-5303 _ www.bhengineers.com • • Gateway Mall Redevelopment Site Plan Review - Major Modification Pre-Application 11/15/13 Contents I. INTRODUCTION 3 A. General Information 3 B. Project Summary 3 II. LAND USE REQUEST 4 III. SITE INFORMATION 4 A. Location and Property Information 4 B. Existing Development Agreement and Site Use 4 C. Proposed Modifications and Site Use 5 IV. APPROVAL CRITERIA 6 A. Compliance with Zoning Requirements: 6 B. Maintaining Adequate Capacity in Public and Private Facilities:' 6 C. Compliance with Applicable Design and Construction Standards: 7 D. Compliance with Parking and Ingress-Egress Standards: 7 E. Protection of Physical Features 7 V. COMPLIANCE WITH SPRINGFIELD DEVELOPMENT CODE 7 A. Section 3.2-300 - Commercial Zoning Districts 7 3.2.310 Schedule of Use Categories 7 3.2.315 Base Zone Development Standards 8 B. Section 3.3-200 - Drinking Water Protection Overlay District 8 3.3-220 Time of Travel Zones 8 3.3-225 Review 8 3.3-235 Standards for Hazardous Materials within Time of Travel Zones 9 C. Section 3.3-400 Floodplain Overlay District 9 3.3-410 Applicability 9 D. Section 4.2-100 - Infrastructure Standards - Transportation 9 4.2-105 Public Streets 9 4.2-110 Private Streets 9 4.2-115 Block Length 9 4.2-120 Site Access and Driveways 9 4.2-125 ' Intersections 10 4.2-130 Vision Clearance 10 4.2-135 Sidewalks 10 4.2-140 Street Trees 10 4.2-145 Street Lighting 10 4.2-150 Bikefvays 11 4.2-155 Pedestrian Trails 11 PRE-SUBMITTAL RECD NOV 2 5 2013 PAGE 1 A BALZHISER Sr HUBBARD ENGINEERS II/ Gateway Mall Redevelopment Site Plan Review - Major Modification Pre-Application 11/15/13 4.2-160 Accessways 11 E. Section 4.3-100 - Infrastructure Standards - Utilities 11 4.3-105 Sanitary Sewers 11 4.3-110 Stornnvater Management 11 4.3-115, 4.3-117 Water Quality Protection, Natural Resource Protection Areas • 13 4.3-120 Utility Provider Coordination - 13 4.3-125 Underground Placement of Utilities 13 4.3-130 Water Service and Fire Protection 13 4.3-135 Major Electrical Power Transmission Lines 14 4.3-140 Public Easements 14 4.3-145 Wireless Telecommunications System (WTS)Facilities 14 F. Section 4.4 - Landscaping, Screening and Fence Standards 14 4.4-105 Landscaping 14 • 4.4-110 Screening 14 4.4-115 Fences 14 G. Section 4.5-100 - On-Site Lighting Standards 14 4.5-110 Illumination and Height • 14 H. Section 4.6-100 - Vehicle Parking, Loading and Bicycle Parking Standards 15 4.6-110 Vehicle Parking- General 15 4.6-115 Vehicle Parking- Parking Lot Design 15 4.6-120 Vehicle Parking-Parking Lot Improvements 15 4.6-125 Vehicle Parking- Parking Space Requirements 15 4.6-135 Loading Areas -Facility Design and Improvements 15 - 4.6-145 Bicycle Parking - Facility Design 16 •4.6-150 Bicycle Parking-Facility Improvements 16 • 4.6-155 Bicycle Parking-Number of Spaces Required 16 I. Section 5.17-100 - Site Plan Review 16 5.17-115 Phased Development 16 5.17-120 Submittal Requirements 16 VI. EXHIBITS 18 A. Exhibit A: TIS and Parking Study 18 B. Exhibit B: Deed and Title Report 19 C. Exhibit C: Architectural Renderings • 20 D. Exhibit D: Reduded Scale Site Map 21 E. Exhibit E: Existing Lighting Cutsheets 22 F. Exhibit F: Photometric Test Report for Light Sources 23 PRE-SUBMITTAL RECD NOV 252013 BALZHISER & HUBBARD ENGINEERS PAGE2 • • Gateway Mall Redevelopment Site Plan Review - Major Modification Pre-Application 11/15/13 INTRODUCTION A. General Information Owner and Applicant: Gateway Mall Rouse Properties, Inc. 1114 Avenue of the Americas, Suite 2800, New York, NY 10036-7703 (645) 593-7685 Contact: Eric Dinenberg, Senior Director, Development Eric.Dinenberg a rouseproperties.com Applicant's Representative: Balzhiser & Hubbard Engineers, Inc. 100 West 13th Avenue, Eugene, OR 97401 (541) 686-8478 Contact: Geoff Larsen, P.E. G Larsen @bh engineers.com B. Project Summary Rouse Properties, Inc., the owner of the Gateway Mall and associated properties, is proposing a major redevelopment project to improve the existing Gateway Mall facility and surrounding site. The proposed redevelopment seeks to revitalize the Mall through building renovations and modernization, building additions, and site improvements. The proposed improvements include: • Renovation and modernization of the main Mall building located between the existing Kohl's, Cabela's, and Target anchor stores. • Reconstruction of the east face of the Mall building to improve tenant visibility and provide direct exterior access to retail stores. • Removal of the existing Food Court and Movies 12 theater to improve access to the east face of the Mall. • Construction of a new retail store addition located south of the existing Kohl's anchor store. • Addition of four new satellite retail and restaurant building pad sites located along the eastern section of the Mall Ring Road. • Extension of the existing covered walkway from the Lane Transit District (LTD) EMX bus station to the new west face of the Mall. • Construction of three new truck loading areas along the west face of Mall. • Parking lot improvements to improve pedestrian, bicycle, and vehicle access and safety throughout the site. • Bicycle and pedestrian improvements to improve connectivity between the Interstate-5 bike/pedestrian bridge and Gateway Street. PRE-SUBMITIAL REC'D NOV 2 5 2013 �� BALZHISER be HUBBARD ENGINEERS --- ' PAGE 3 I1/ • • Gateway Mall Redevelopment Site Plan Review - Major Modification Pre-Application 11/15/13 II. 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 proposed site redevelopment 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. Property: The development site is located within Tax Lots 2109, 2200, 2218, 2219, 2300, 2307, and 2305 of Lane County Assessor's Map 17-03-22. Rouse Properties Inc. owns all Tax Lots except Lot 2307, which is owned by Target Corporation. The development site comprises approximately 70 acres. Refer to the attached title report in Exhibit B for additional property information. Floodplain: Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) No. 41039C1133F lists the site as "Zone X" which is outside of the 500- year floodplain, and not within a special flood hazard area. Soil Conditions: The National Resources Conservation Service (NRCS) Soil Survey classifies the on-site soils as Courtney Gravelly Silty Clay Loam, Malabon Silty Clay Loam, Malabon-Urban Land Complex, Salem Gravelly Silt Loam, and Salem-Urban Land Complex. The approximate depth to groundwater is greater than 60-inches. B. Existing Development Agreement and Site Use The existing Gateway Mall development was originally approved through a 1988 site plan review and Disposition and Development Agreement (Journal #88-44251). The site plan has been subsequently modified several times to accommodate a new movie theater, anchor stores, satellite building pads, site improvements, and public transit projects. Refer to Table 1 for a summary of existing buildings and floor areas within the development site. PRE-SUBMITTAL REC'D NOV 2 5 2013 011' PAGE Sc HUBBARD ENGINEERS PAGE4 Gateway Mall Redevelopment Site Plan Review - Major Modification Pre-Application 11/15/13 Table 1A-Existing Site Usage Table 1B-Proposed Site Usage Mall Building Mall Building Description Building Space Description • Building Space (Square Feet) (Square Feet) Existing Retail Space 746,588 Existing Retail Space to Remain 438,179 Intact Total-Mall Building 746,588 Existing Retail Space to be 245,196 Renovated Existing Retail Space to be (63,213) Removed Proposed Building Expansion 18,829 Total-Mall Building 702,204 Net Change, Decrease (44,384) Satellite Building Pads Satellite Building Pads Description Building Space Description Building Space (Square Feet) (Square Feet) Existing Roadhouse Grill 6,917 Existing Roadhouse Grill 6,917 Existing Applebec's 5,250 Existing Applebee's 5,250 Existing Carl's Jr. 3,656 Existing Carl's Jr. 3,656 Existing Buffalo Wild Wings 5,890 Existing Buffalo Wild Wings 5,890 Existing Umpqua Bank 1,300 Existing Umpqua Bank 1,300 Existing Big 5 13,000 Existing Big 5 13,000 Existing Walmart 37,857 Existing Walmart 37,857 Total-Satellite Pads 73,870 New Pad 1 29,400 New Pad 2 17,401 New Pad 3 7,263 New Pad 4 7,263 Total-Satellite Pads 135,197 Net Change, Increase 61,327 C. Proposed Modifications and Site Use The proposed modifications will include selective demolition and redevelopment of the existing Mall building, construction of new satellite retail and restaurant building pads around the east perimeter of the ring road, new truck loading docks at the west side of the Mall, • and associated site improvements. Proposed building improvements are summarized in Table 1B. • PRE-SUBMITTAL REC'D NOV 252013 / � BALZHISER & HUBBARD ENGINEERS PAGE5 Gateway Mall Redevelopment Site Plan Review - Major Modification Pre-Application 11/15/13 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 zoning is consistent with the Metro Plan diagram, and/or 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 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 adopted Gateway Refinement plan also includes the following Policies and Implementation Actions: 1.1 Give particular attention, during the site plan review process, to minimize lighting, noise, and visual impacts from commercial development on adjacent residential areas. Existing residential areas, zoned as Medium Density Residential (MDR), are located to the east of the development site. The redevelopment project is separated from the • existing residential areas by Gateway Street and the Mall Ring Road. Existing street trees currently provide a visual buffer between the proposed development site and the existing residential areas. Proposed landscaping improvements will enhance this visual buffer. Refer to Planting Plans [to be provided for tentative submittal] for location of new and existing trees. B. Maintaining Adequate Capacity in Public and Private Facilities: Capacity requirements of public and private facilities, including but not limited to, water and electricity; sanitary sewer and stornnvater management facilities; and streets and traffic safety controls shall not be exceeded and the public improvements shall he available to serve the site at the time of development, sinless otherwise provided for 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. 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 further discussion about availability and capacity �� NOV 2 5 2013 PAGE BALZHISER & HUBBARD ENGINEERS • Gateway Mall Redevelopment Site Plan Review - Major Modification Pre-Application 11/15/13 for streets and traffic safety controls. C. Compliance with Applicable Design and Construction Standards: The proposed development shall comply with all applicable public and private design and construction 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 Pail IV below for specific standards. D. Compliance with Parking and Ingress-Egress Standards: • Pa;-king 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, and public 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: [To be provided for tentative submittal following completion of Transportation Impact Study]. E. Protection of Physical Features: Physical features, including, but not limited to: steep slopes with unstable soil or geologic conditions; areas with susceptibility offlooding; significant clusters of trees and shrubs; watercourses shown on the WQLW Map and their associated riparian areas; wetlands;.rock outcroppings; open spaces; and areas of historic and/or" archaeologic 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. PRE-SUBMTfAL REC'D Kim, 9 5 9012 /1- BALZHISER & HUBBARD ENGINEERS a _ PAGE7 • Gateway Mall Redevelopment Site Plan Review - Major Modification Pre-Application 11/15/13 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 maintain a minimum • setback of 10' between front, side, and rear property lines and proposed buildings. • • 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. Based on coordination with City staff, a sidewalk or shared bicycle/pedestrian path may be placed between the interior Mall Ring Road access drive and the north property line, resulting in a landscape width of less than 5-feet. Maximum Building Height: There is no restriction on building height for the proposed development, as there are no structures proposed within 50' of the MD district located to the east of the development site. • B. Section 3.3-200 - Drinking Water Protection Overlay District 3.3-220 Time of Travel Zones Findings: The property is located within the 10-20 year time of travel zone (TOTZ) as shown on the Site Assessment of Existing Conditions - Overall Plan (Sheet C2.0). 3.3-225 Review Findings: Per SDC 3.3-225(A)(2)(a) and (b), a Drinking Water Protection (DWP) Overlay District Development Application is required when there is a change in use 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. Based on coordination with City staff and Springfield Utility Board (SUB), all Mall tenants impacted by the proposed development will be required to submit a DWP application exemption request and tenants with impacts to hazardous materials use will be required to submit either a DWP application or exemption request, whichever applies. Since the nature of operations of potential Mall tenants have not been fully determined at this time, City staff and SUB have agreed to defer submittal of the DWP application or exemption request to a time after SPR Modification application, but prior to building occupancy. DWP applications and/or exemption requests will be consistent with project phasing. NOV 2 5 2Q13 PAGES �� BALZHISER & HUBBARD ENGINEERS • • Gateway Mall Redevelopment Site Plan Review - Major Modification Pre-Application 11/15/13 3.3-235 Standards for Hazardous Materials within Time of Travel Zones Findings: Applicable standards will be addressed on a case-by-case (tenant-by- tenant) basis at the time of DWP application and/or exemption request. 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. 41 039C 1 1 33F 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 generally do not apply. However, based on coordination with City staff(refer to 09/04/13 Traffic Impact Study Scope of Work letter by City staff), a "major traffic study" will be required in accordance with SDC 4.2-105(A)(4). The completed Traffic Impact Study (TIS) is attached as Appendix "A" [TIS to be included for tentative application submittal]. 4.2-110 Private Streets Findings: No new private streets are proposed with the development; therefore this section does not apply. Per SDC 6.1-110, a Private Street is defined as a road that is "functionally similar to a public street" and a Driveway is defined as a "vehicular access that provides a connection between a structure or parking area on private property and the public street system." The existing Mall ring road, north access road, and south access road are understood to meet the definition of Driveway and not Private Street. 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: Vehicular access to the site is currently provided to the site by four primary access points. The access points are shown on the Site Plan - Overall drawing(sheet C3.0) and summarized as follows: Gateway Loop: Access provided through south terminus of Gateway Loop, where it intersects the Mall Ring Road. PRE-SUBIVIITAI REC'D NOV 2 5 2013 �� BALZHISER & HUBBARD ENGINEERS PAGE9 Gateway Mall Redevelopment Site Plan Review - Major Modification Pre-Application 11/15/13 Gateway Street - North Mall Access: Access provided at the signalized intersection located at the north Mall Access Road. Gateway Street - South Mall Access: Access provided at the signalized intersection located at the south Mall Access Road. Beverly Street: Access is provided from the north terminus of Beverly Street, where it intersects the Mall Ring Road. Access to Beverly Street is provided at signalized intersection at Beverly Street and Harlow Road. Secondary access is provided by a connection to the US Postal Service Parking Lot at the northeast corner of the site. The proposed development will not add or remove any site access points or driveways; therefore the standards of this section for new access points and driveways do not apply. However, in accordance with SDC 4.2-120(B) and (C), the proposed development will incorporate off-street improvements that minimize traffic conflicts and will allow safe vehicular ingress and egress. Refer to the TIS provided in Exhibit A [TIS to be included for tentative application submittal] for additional information. 4.2-125 Intersections Findings: The development will not add or remove any public intersections. However, in accordance with the 09/04/13 Traffic Impact Study Scope of Work letter by City staff, the TIS includes an evaluation and recommendations for specific intersections identified by City staff. The completed TIS is attached as Exhibit A [TIS to be included for tentative application submittal]. 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 are not applicable. 4.2-135 Sidewalks Findings: The development will not include new sidewalks within the public right-of-way; therefore this section is not applicable. 4.2-140 Street Trees Findings: The proposed development will not construct new public roadways or impact existing street trees within the right of way; therefore this section is not applicable. 4.2-145 Street Lighting Findings: The proposed development will not construct new public roadways or impact existing public street lighting; therefore this section is not applicable. I M.'uuwvIr In KivlLJ �%��J NOV 2 5 2013 PAGE 10 BALZHISER & HUBBARD ENGINEERS • • Gateway Mall Redevelopment Site Plan Review - Major Modification Pre-Application 11/15/13 4.2-150 Bikeways Findings: Refer to the findings for SDC 4.2-160 below. 4.2-155 Pedestrian Trails Findings: Refer to the findings for SDC 4.2-160 below. 4.2-160 Accessways Findings: City staff has requested improvements to the existing development site to improve pedestrian and bicycle connectivity between the existing ODOT bike/pedestrian bridge (located near the northwest corner of the site) and Oakdale Street (located immediately east of the LTD Bus Station). Since this improvement would constitute a retrofit improvement to an existing fully developed site, City staff is allowing flexibility in the prescriptive standards of SDC 4.2-160. The followings a summary of the proposed design criteria. Connection Route and Alignment: [Subject to change - to be completed for Tentative Application]. Width of Bike and Pedestrian Routes: [Subject to change - to be completed for Tentative Application]. Lighting: The proposed bike/pedestrian connection will utilize existing lighting currently in place. Access Easements: The proposed bike/pedestrian path will not be required to dedicate right-of-way to the public. Based on coordination with City staff, public access will be guaranteed through the final development agreement and/or an access easement. E. Section 4.3-100 - Infrastructure Standards - Utilities 4.3-105 Sanitary Sewers Findings: Sanitary sewer service for the development will be provided by two existing private 8" laterals which drain to the existing 18" public sanitary sewer in Gateway Street. Since the proposed development consists of redevelopment, the proposed improvements are not expected to have an adverse impact on existing private or public sanitary sewer systems. However, capacity of the existing private laterals will be verified prior during the building permit application. 4.3-110 Stormwater Management Findings: Stormwater runoff from the majority of existing development site 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 fErti(�11nq,ITTAf nrr1� ki. Wn ing'I, 11 •• i.e 5 2013 PAGE 11 I� BALZHISER Sc HUBBARD ENGINEERS NOV .2 :I1/ Gateway Mall Redevelopment Site Plan Review - Major Modification Pre-Application 11/15/13 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 further discussion on Wetlands and Water Quality Limited Watercourse designation. Stonnwater Quantity: The proposed development will be reducing the overall impervious surface within the project limits, and will therefore reduce the overall stormwater runoff generated from the development site. City stormwater staff has indicated the existing receiving public stonnwater collection system is not deficient and does not need to be analyzed as part of the development. The private stonnwater collection system is generally oversized, with 48" and 36" mains extending around the perimeter of the site. City stormwater staff has advised that an analysis of the private storm drainage system will not be required as part of the SPRMM application. Stonnwater Treatment: The proposed development will include vegetated stonnwater and mechanical stormwater treatment improvements. The proposed vegetated treatment improvements will include vegetated planters located at low-points within the proposed parking lot areas. These planters will receive drainage from approximately 38% (172,410 square feet) of the total non-building roof area within the project limits. This area represents approximately 50% of the total vehicular non- building roof area. In areas where parking lot drainage is not directed to vegetated treatment facilities, runoff from new pavement surfaces will be directed to double-chamber catch basins. The proposed stonnwater treatment facilities have been coordinated with City stonnwater staff and have been determined to meet the intent of the City's stonnwater quality standards presented in Chapter 3 of the Engineering Design Standards and Procedures Manual (EDSP). Stonnwater Point Source Pollution Control: The proposed development will comply with the standards of EDSP 3.02.4.A for point source pollution control. The proposed development will include new Material Transfer Areas (Loading Docks) and Solid Waste Storage Areas (Trash Enclosures) that will be regulated under this standard. Newly proposed loading docks and trash enclosures will be covered, hydraulically isolated, and equipped with a drain to the sanitary sewer system. Stormwater Management Documentation: City Stonnwater staff has advised that stonnwater management calculations and supporting documentation will not be required as part of the SPRMM application package. Additional documentation may be required during the building permit application phase. PRE-SUBMIT!AI. REC'D r NOV 2 2812 ,1 n , BALZHISER & HUBBARD ENGINEERS - - ____- PAGE 12 • • Gateway Mall Redevelopment Site Plan Review -Major Modification Pre-Application 11/15/13 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 is classified as a Water Quality Limited Watercourse (WQLW) and is also an Army Corps of Engineers wetland mitigation site. The current project does not propose any site or building development within the vicinity of the existing WQLW. However, City of Springfield Stornwater and Environmental staff have requested limited enhancements to the existing wetlands area to improve water quality, wetlands function, risk to nearby electrical transmission lines, and improve appearance. The proposed improvements are summarized as follows: Removal of Blackberries: Remove invasive blackberries within wetlands area. Removal of Large Trees: Remove large trees to comply with Pacific Power easement requirements to limit tree height under and adjacent to transmission lines. City staff has also advised that many of the larger trees are Cottonwoods, which present a falling hazard. Replace Trees with Improved Vegetation: Plant low-height Willow trees to in place of the large trees removed. Improve Surface Flow Entrances: Enhance the rock-lined flow entrances along the east edge of the open channel, where parking lot drainage enters the channel through curb openings at nine different locations. City Staff has requested that the developer consider additional "in-channel" wetlands enhancements that would trigger an Army Corps of Engineers and Department of State Lands joint permit application. Due to the potential complexity of such a permitting process, City staff has advised that any additional wetlands enhancement triggering a joint permit application be addressed under a separate process from the SPRMM process. It is understood that the proposed improvements requested by City staff will constitute "permitted uses" per SDC 4.3-100(B) and SDC 4.3-117(E). It is anticipated that any enhancements to the wetlands area will generally comply with the standards of SDC 4.3-100(C) and SDC 4.3-117(H). 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: The existing public (Springfield Utility Board-owned) water distribution system throughout the site has adequate capacity to meet the fire k-J�1 (VIII Ai Ka. Li NOV 2 ?. BALZHISER & HUBBARD ENGINEERS 2013 PAGE 13 Gateway Mall Redevelopment Site Plan Review -Major Modification Pre-Application 11/15/13 protection and domestic water demands for the site. The proposed site fire protection system has been reviewed with the Fire Marshal's office. Further review of building fire protection systems will be deferred to the building permit phase. 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: Utility easements will be provided for public water and electrical systems, as required by SUB. Easement dimensions and descriptions will be coordinated with SUB and will be dedicated/conveyed prior to final acceptance. 4.3-145 Wireless Telecommunications System (WTS) Facilities Findings: The proposed development does not include construction of a new WTS facility. Therefore, this section does not apply. F. Section 4.4 - Landscaping, Screening and Fence Standards 4.4-105 Landscaping Findings: [To be included in the tentative submittal]. 4.4-110 Screening Findings: Structural screening walls are proposed for all proposed loading areas, self-contained trash compactors and trash enclosures throughout the site, with the exception of one area on the west side of the Mall. This area is recessed inside the building such that the open side on the west is required to allow access to the loading docks and trash compactors. All structural screen walls will be constructed of non-metallic materials and will be colored to match surrounding vegetation. 4.4-115 Fences Findings: Proposed fencing for screening and other purposed 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 4.5-100 - On-Site Lighting Standards 4.5-110 Illumination and Height Findings: To the maximum extent practical, the existing lighting fixtures and poles currently in use throughout the site will be salvaged and reused in areas of redevelopment to provide continuity with the undisturbed portions of the site. Where new lighting fixtures are required, the fixtures will be shielded and the PRE-SUbIViIT KEC 1 BALZHISER & HUBBARD ENGINEERS NOV 2 5 2013 PAGE 14 -a/ • • Gateway Mall Redevelopment Site Plan Review - Major Modification Pre-Application 11/15/13 height will be 25' or less than the principal permitted structure, whichever is shorter. Refer to the Electrical drawings (sheets El and E2) for proposed lighting locations and configurations. Refer to Exhibit E for information on the existing lighting fixtures and poles. H. Section 4.6-100 - Vehicle Parking, Loading and Bicycle Parking Standards 4.6-110 Vehicle Parking - General Findings: As allowed under SDC 4.6-110(A)(3), the proposed development seeks to reduce the number of required parking spaces required under SDC 4.6-125 based on the following criteria: Parking Study: A parking study has been included in the attached TIS (see Exhibit A) in accordance with SDC SDC 4.6-110(A)(3)(a) [to be completed for tentative application]. Space Constraints: The proposed development will be allocating space throughout the site to meet development standards for landscaping, pedestrian and bicycle access improvements,-accessible parking, and off- street loading areas. Due to the space occupied by these facilities, it is not possible to achieve the standard number of parking spaces within the site the development site. 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. Refer to the Site Plan drawings (the C3 series sheets) for typical parking stall dimensions and aisle widths for the proposed redevelopment. Less than 30% of the parking spaces will be compact and the accessible parking and accessible routes conform to section 1104 of the Structural Specialty Code. A parking space tabulation can be found in a table on the Site Plan - Overall drawing (sheet C3.0). 4.6-120 Vehicle Parking - Parking Lot Improvements Findings: [To be included in the tentative submittal]. 4.6-125 Vehicle Parking- Parking Space Requirements Findings: Refer to findings under SDC 4.6-100 [To be included in the tentative submittal]. 4.6-135 Loading Areas - Facility Design and Improvements Findings: All proposed loading areas meet the dimensional requirements of SDC 4.6-125 and are located such that they do not protrude into sidewalks and accessible routes. Refer to the Site Plan drawings (the C3 series sheets) and Architectural Elevations [to be included in the tentative submittal] for the proposed locations and configurations of loading areas. pRF.S110111u A PFC'D NOV 2 5 2013 BALZHISER & HUBBARD ENGINEERS PAGE 15 Gateway Mall Redevelopment Site Plan Review - Major Modification Pre-Application 11/15/13 4.6-145 Bicycle Parking- Facility Design Findings: All proposed bicycle parking facilities will meet the clearance and dimensional standards of SDC 4.6-145. All new long-term bicycle parking racks will be covered and all new or replaced spaces will be accessible. 4.6-150 Bicycle Parking - Facility Improvements Findings: New or replaced bicycle parking racks will consist of hitching posts or staple racks that are separated from vehicular parking and pedestrian routes and installed in locations that are obvious to Mall patrons. No bicycle parking spaces are proposed within the Mall buildings. Refer to the Site Plan drawings (the C3 series drawings) for proposed bicycle parking facility locations and configurations. 4.6-155 Bicycle Parking- Number of Spaces Required Findings: During the DIM on September 26, 2013, city staff confirmed that the number of bicycle parking spaces at the existing Mall was sufficient. As part of this redevelopment, all bicycle parking spaces that are impacted will be replaced with hitching post or staple racks (which is the City's preferred type of rack). Additionally, the number of bicycle parking spaces throughout the site will be increased proportionally to the increase in overall retail space added as part of this redevelopment. This increase will be at a rate of 1 per 3,000 square feet of retail floor area per SDC 4.6-155 (shopping centers and malls). I. Section 5.17-100 - Site Plan Review 5.17-115 Phased Development Findings: [To be provided for tentative application submittal]. 5.17-120 Submittal Requirements Findings: The Site Plan Major Modification application has been prepared by an Oregon licensed Civil Engineer. Compliance with the submittal requirements of this section are explained below: A. The information required by SDC 5.17-120(A) is contained within the Site Plan drawings (the C3 series sheets) with the exception of Requirements 8 and 9, which is contained in the findings for SDC 3.2-300 in this document and in the Architectural Elevations [to be included for the . tentative submittal] respectively. All submitted drawings have an appropriate scale (per requirement 1). The proposed number of employees is [to be included for tentative application submittal] and included in • the Site Plan - Overall drawing (sheet C3.0) to satisfy Requirement 6. B. The information required by SDC 5.17-120(B) is contained within the Assessment of Existing Conditions drawings (the C2 series sheets). C. The information required by SDC 5.17-120(C) is contained within the Site Plan drawings (the C3 series sheets) with the exception of Requirement 4 PPF-SIIRRAI1TA! ppm) Nov 2 5 2013 -41P2' BALZHISER & HUBBARD ENGINEERS PAGE 16 • • • Gateway Mall Redevelopment • Site Plan Review - Major Modification Pre-Application 11/15/13 which is contained in the Electrical drawings (sheets El and E2). Requirement 9 does not apply as no Right-of-way Approach Permit is required. A Traffic Impact Analysis will be included with the tentative submittal that will satisfy Requirement 10. D. The information required by SDC 5.17-120(D) is contained within the • Landscape and Planting drawings [to be included in the tentative submittal]. E. The information required by SDC 5.17-120(E) is contained within the Site Plan drawings (the C3 series sheets) with the exception of Requirement 4. Information satisfying Requirement 4 is contained within the Storm Drain Plan drawings (the C5 series sheets) and the Sanitary Sewer, Water, and Gas drawings (the C6 series sheets). F. The information required by SDC 5.17-120(F) is contained within the Storm Drain Plan drawings (the C5 series sheets) with the exception of Requirement 4, which is satisfied by the Grading Plan drawings (the C4 series sheets). Refer to the findings for SDC 4.3-110 in this document for additional information on stonmwater system capacity calculations. G. The information required by SDC 5.17-120(G) [will be included with the tentative submittal]. H. The information required by SDC 5.17-120(H) is contained within the Electrical drawings (sheets El and E2) and in Exhibits E and F of this document. I. The information required by SDC 5.17-1200) 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 vicinity map can be found on the Cover Sheet drawing (sheet C1.0). Additional information can be found on the Site Plan - Overall drawing (sheet C3.0) 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. A Tree Felling Permit will be included in the tentative submittal. 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. o Requirement 10. As coordinated with City Planning staff, a Geotechnical Report will not be required for the Site Plan Review Major Modification Application. P:32 1 00-024 1 3\Site Review Major Modification\rep dwlgtl 131115 Major Modification Written Statewent.dOCx pflE.eilRp_AlflAI i�xr'n iii �� NOV 2 5 2013 I/a BALZHISER & HUBBARD ENGINEERS PAGE 17 Gateway Mall Redevelopment Site Plan Review - Major Modification Pre-Application 11/15/13 VI. EXHIBITS A. Exhibit A: TIS and Parking Study [To be included in tentative submittal.] PRE-SUBWI TAL REC'D NOV 252013 rBALZHISER & HUBBARD ENGINEERS PAGE IS I1/ • • Gateway Mall Redevelopment Site Plan Review - Major Modification Pre-Application 11/15/13 B. Exhibit B: Deed and Title Report PRE-SUBMITTAL REC'D NOV 2 5 7013 �� BALZHISER & HUBBARD ENGINEERS PAGE 19 I1/ • • • FirstAmerican Title Company of Oregon •• ��* 600 Country Club Road First American Eugene,OR 97401 Phn-(541)484-2900 Fax-(877)783-9167 LANE COUNTY TITLE UNIT FAX (877)783-9167 Title Officer: Jan Anderson (541)484-2900 jananderson@firstam.com • LOT BOOK REPORT Balzhiser & Hubbard Engineers Order No.: 7199-2177595 100 W 13th Avenue November 15, 2013 Eugene, OR 97401-3433 Attn: Geoff Larsen Phone No.: (541)686-8478 - Fax No.: (541)345-5303 Email: jlarsen @bhengineers.com Re: Fee: $500.00 We have searched our Tract Indices as to the following described property: The land referred to in this report is described in Exhibit A attached hereto. and as of November 06, 2013 at 8:00 a.m. We find that the last deed of record runs to GGP-Gateway Mall, L.L.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) as to Parcel I and Dayton Hudson Corporation, a Minnesota Corporation, as to Parcel II We find the following apparent encumbrances within ten (10) years prior to the effective date hereof: 1. Easement, including terms and provisions contained therein: Recording Information: June 23, 1926 in Book 148, Page 569, Deed Records of Lane County, Oregon In Favor of: Mountain States Power Company For: Electric transmission lines and/or electric distribution system PRE-SUBMITTAL RECD NOV 252013 • First American Title • • • Lot Book Service • Guarantee No.:7199-2177595 Page 2 of 18 2. Easement, including terms and provisions contained therein: Recording Information: June 23, 1926 in Book 148, Page 571, Deed Records of Lane County, Oregon In Favor of: Mountain States Power Company For: Electric transmission lines and/or electric distribution system 3. Easement, including terms and provisions contained therein: Recording Information: November 4, 1936 in Book 189, Page 24, Deed Records of Lane County, Oregon In Favor of: Eugene-Springfield Land,&Water Company For: Irrigation ditches and canals 4. Easement, including terms and provisions contained therein: Recording Information: October 16, 1946 in Book 333, Page 637, Deed Records of Lane County, Oregon In Favor of: Mountain States Power Company • For: Electric power lines 5. Limited access provisions contained in Deed to the State of Oregon, by and through its State Highway Commission recorded June 28, 1957, Reception No. 16055, Deed Records of Lane County, Oregon, which provides that no right of easement or right of access to, from or across the State Highway other than expressly therein provided for shall attach to the abutting property. 6. Limited access provisions contained in Deed to the State of Oregon, by and through its State Highway Commission recorded May 15, 1958, Reception No. 38851, Deed Records of Lane County, Oregon, which provides that no right of easement or right of access to, from or across the State Highway other than expressly therein provided for shall attach to the abutting property. 7. Easement, including terms and provisions contained therein: Recording Information: October 30, 1959, Reception No. 82151, Deed Records of Lane County, Oregon In Favor of: Eugene Water & Electric Board For: Electric power, telephone and telegraph equipment, lines and poles 8. Easement, including terms and provisions contained therein: Recording Information: November 3, 1959, Reception No. 82428, Deed Records of Lane County, Oregon In Favor of: Eugene Water & Electric Board For: Electric power, telephone and telegraph equipment, lines and poles 9. Easement, including terms and provisions contained therein: Recording Information: February 21, 1962, Reception No. 60269 In Favor of: Pacific Power & Ught Company For: Electric transmission and distribution fines PRE-SUBMITTAL REC'D NOV 252.013 First American Title • • Lot Book Service Guarantee No.:7199-2177595 Page 3 of 18 10. Easement, including terms and provisions contained therein: Recording Information: February 21, 1962, Reception No. 60270, Deed Records of Lane County, Oregon In Favor of: Pacific Power & Light Company For: Electric transmission and distribution lines 11. Easement, including terms and provisions contained therein: Recording Information: May 21, 1962, Reception No. 70248 In Favor of: Pacific Power& Light Company For: Electric transmission and distribution lines 12. Easement, including terms and provisions contained therein: Recording Information: May 21, 1962, Reception No. 70248 In Favor of: McKenzie Water Control District For: Floodway and ditches 13. Easement, including terms and provisions contained therein: Recording Information: September 24, 1976, Reception No. 76-50098 In Favor of: City of Springfield For: Drainage purposes 14. Easement, including terms and provisions contained therein: Recording Information: September 24, 1976, Reception No. 76-50099 In Favor of: City of Springfield For: Drainage purposes 15. Easement, including terms and provisions contained therein: Recording Information: February 08, 1980, Reception No. 80-07062 In Favor of: City of Springfield For: Public utilities 16. Disposition and Development Agreement and the terms and conditions thereof: Between: The City of Springfield And: Gateway Mall Limited Partnership Recording Information: October 21, 1988, Reception No. 88-44251, Official Records of Lane County, Oregon Modification and/or amendment by instrument: Recording Information: March 13, 1990, Reception No. 90-11886 and February 11, 1998, Reception No. 98-09140, Official Records of Lane County, Oregon 17. Waiver, Consent to Pay Assessment, Agreement to Pay Certain Improvement Costs, and Agreement for Provision of Surety including the terms and provisions thereof: Recorded: October 21, 1988, Reception No. 88-44252, Official Records of Lane County, Oregon R Executed by: Gateway Mall Limited Partnership PRE-SUBMIHAL RECD FirstAmerican Title NOV 2 5 Z013 • • Lot Book Service Guarantee No.: 7199-2177595 Page 4 of 18 18. Easement, including terms and provisions contained therein: Recording Information: September 28, 1989, Reception No. 89-43900 In Favor of: Eugene Water & Electric Board For: Underground electric distribution line • 19. Easement, including terms and provisions contained therein: Recording Information: February 23, 1990, Reception No. 90-08986, Official Records of Lane County, Oregon In Favor of: Rainbow Water Fire District For: Underground water line 20. Easement, including terms and provisions contained therein: Recording Information: March 8, 1990, Reception No. 90-11195, Official Records of Lane County, Oregon In Favor of: City of Springfield For: Storm sewer line and traffic signal devices 21. Construction, Operation and Reciprocal Easement Agreement, including terms and provisions thereof. Recorded: March 13, 1990, Reception No. 90-11883, Official Records of Lane County, Oregon Modification and/or amendment by instrument: • Recording Information: June 13, 2003, Instrument No. 2003-053669, Official Records of Lane County, Oregon Modification and/or amendment by instrument: Recording Information: October 29, 2013 as Instrument No. 2013-056807 22. Unrecorded Separate Agreement and the terms and conditions thereof: Between: Gateway Mall Limited Partnership And: Dayton-Hudson Corporation (Target), as disclosed by memorandum thereof Recording Information: March 13, 1990, Reception No. 90-11884, Official Records of Lane County, Oregon 23. Lease and the terms and conditions thereof: Lessor: Gateway Mall Limited Partnership Lessee: Sears Roebuck and Co. As disclosed by: Memorandum of Lease Recorded: April 9, 1990 Recording No.: Reception No. 90-16157, Official Records of Lane County, Oregon (Affects a portion) The present ownership of the leasehold created by said lease and other matters affecting the interest of the lessee are not shown herein. PRE-SUBMITTAL REC'D First American Title NOV 2 5 2013 • • Lot Book Service Guarantee No.:7199-2177595 Page 5 of 18 24. Lease and the terms and conditions thereof: Lessor: Gateway Mall Limited Partnership Lessee: Cinemark USA, Inc. As disclosed by: Memorandum of Lease Recorded: April 30, 1990 Recording No.: Reception No. 90-19811, Official Records of Lane County, Oregon (Affects a portion) The present ownership of the leasehold created by said lease and other matters affecting the interest of the lessee are not shown herein. 25. Lease and the terms and conditions thereof: Lessor: Gateway Mall Partners Lessee: United Merchandising Corp. As disclosed by: Memorandum of Lease Recorded: April 11, 1995 Recording No.: Reception No. 95-19998, Official Records of Lane County, Oregon (Affects a portion) The present ownership of the leasehold created by said lease and other matters affecting the interest of the lessee are not shown herein. 26. Easement, including terms and provisions contained therein: Recording Information: June 18, 1996, Reception No. 96-40795, Official Records of Lane County, Oregon In Favor of: Springfield Utility Board For: Utility purposes 27. City of Springfield Improvement Agreement and Application for Sewer Hookup, including terms and provisions thereof. Recorded: June 20, 1996, Reception No. 96-41612 28. Lease and the terms and conditions thereof: Lessor: Gateway Mall Partners Lessee: Circuit City Stores West Coast, Inc. As disclosed by: Memorandum of Lease Recorded: July 18, 1996 Recording No.: Reception No. 96-48486, Official Records of Lane County, Oregon (Affects a portion) The present ownership of the leasehold created by said lease and other matters affecting the interest of the lessee are not shown herein. PRE-SUBMITTAL REC'D NOV 2 5. 2013 First American Title • • Lot Book Service Guarantee No.:7199-2177595 Page 6 of 18 29. Easement, including terms and provisions contained therein: Recording Information: October 30, 1996, Reception No. 96-73241, Official Records of Lane County, Oregon In Favor of: Springfield Utility Board For: Utilities 30. Lease and the terms and conditions thereof: Lessor: Gateway Mall Partners Lessee: Cottonwood Hospitality, Inc. As disclosed by: Deed of Trust Recorded: November 19, 1996 Recording No.: Reception No. 96-77666, Official Records of Lane County, Oregon As disclosed by: Deed in Lieu of Foreclosure Recorded: July 1, 1998 Recording No.: Reception No. 98-51716, Official Records of Lane County, Oregon (Affects a portion) The present ownership of the leasehold created by said lease and other matters affecting the interest of the lessee are not shown herein. 31. Easement, including terms and provisions contained therein: Recording Information: September 26, 1997, Reception No. 97-65399, Official Records of Lane County, Oregon In Favor of: City of Springfield For: Public utilities 32.• Right of First Refusal, including the terms and provisions thereof, in favor of Valley River Center, LLC, an Oregon limited liability company, as disclosed by a Memorandum thereof, recorded September 17, 1998, Reception No. 98-74492, Official Records of Lane County, Oregon. Certificate of Expiration of Right of First Refusal, including the terms and provisions thereof: Recording Information: October 5, 2010, Instrument No. 2010-050091 33. Unrecorded Management Agreement, including the terms and provisions thereof, by and between General Growth Management, Inc., a Delaware corporation and their affiliate Gateway Mall Partners, a South Dakota partnership, and Valley River Center, LLC, an Oregon limited liability company, as disclosed by a Memorandum of Right of First Refusal, recorded September 17, 1998, Reception No. 98-74492, Official Records of Lane County, Oregon. 34. Interest of JCI( Restaurants, Inc., and parties claiming thereunder, as disclosed by Financing Statement recorded May 11, 1999, Reception No. 99-042565, Official Records of Lane County, Oregon. 35. Lease and the terms and conditions thereof as disclosed by Memorandum of Lease. Lessor: Gateway Mall Partners Lessee: Cinemark USA, Inc., a Texas corporation Dated: November 25, 1997 PRE-SUBMI IAI REC 0 Recorded: September 07, 1999 NOV 2 5 2013 First American Title • • Lot Book Service Guarantee No.: 7199-2177595 Page 7 of 18 Recording Information: 99-077472, Official Records of Lane County, Oregon (Affects a portion) The present ownership of the leasehold created by said lease and other matters affecting the interest of the lessee are not shown herein. 36. Lease and the terms and conditions thereof as disclosed by Memorandum of Lease. Lessor: GGP - Gateway Mall, L.L.C., a Delaware limited liability company Lessee: Ross Stores, Inc., a Delaware corporation Dated: August 13, 2001. Recorded: October 15, 2001' Recording Information: 2001-068117, Official Records of Lane County, Oregon (Affects a portion) • The present ownership of the leasehold created by said lease and other matters affecting the interest of the lessee are not shown herein: 37. Easement, including terms and provisions contained therein:. Recording Information: November 16, 2001, Reception No. 2001-076670, Official Records of Lane County, Oregon In Favor of: City of Springfield, acting by and through its Springfield Utility Board For: utility 38. Lease and the terms and conditions thereof as disclosed by Memorandum of Lease. Lessor: GGP - Gateway Mall, L.L.C., a Delaware limited liability company Lessee: RCI Realty, LLC, a Georgia limited liability company Dated: December 31, 2001 Recorded: March 01, 2002 Recording Information: 2002-016301;Official Records of Lane County, Oregon (Affects a portion) An assignment of the Lessee's interest in said lease was Executed By: Amrest, LLC, a Delaware limited liability company To: Apple Oregon, LLC, a Delaware limited liability company Dated: October 10, 2012 Recorded: October 16, 2012 Recording Information: Instrument No. 2012-053095 The present ownership of the leasehold created by said lease and other matters affecting the interest of the lessee are not shown herein. 39. Financing Statement, indicating a Security Agreement Debtor: Restaurant Concepts II, LLC Secured Party: Fleet Business Credit, LLC PRE-SUBMITTAL RECD Recorded: April 30, 2002 I Recording Information: 2002-033811, Official Records of Lane County, OregoRoy 2 5 ?Q13 • first American Title • • lot Book Service Guarantee No.:7199-2177595 Page 8 of 18 • (Affects a portion) A Notice of Continuation of said Financing Statement was recorded November 17, 2006, Instrument No. 2006-083070, Official Records of Lane County, Oregon. Modification and/or amendment by instrument: Recording Information: November 17, 2006, Instrument No. 2006-083071, Official Records of Lane County, Oregon Modification and/or amendment by instrument: Recording Information: April 25, 2007, Instrument No. 2007-027554, Official Records of Lane County, Oregon 40. The right, title and interest, if any, of Restaurant Concepts II, LLC, as disclosed by Financing Statement recorded April 30, 2002, as Reception No. 2002-033811, Official Records of Lane County, Oregon. 41. Easement, including terms and provisions contained therein: Recording Information: June 04, 2002 as Instrument No. 2002-042936 In Favor of: City of Springfield, a municipal corporation, acting by and through its Springfield Utility Board For: utilities 42. Lease and the terms and conditions thereof as disclosed by Memorandum of Lease. Lessor: GGP-Gateway Mall L.L.C., formerly known as Gateway Mall Partners, a South Dakota general partnership Lessee: OCB Restaurant Co., a Minnesota corporation, as successor by merger to OCB Realty Co. Term: 5 years Dated: June 06, 2003 Recorded: June 13, 2003 Recording Information: 2003-053841 (Affects a portion) The present ownership of the leasehold created by said lease and other matters affecting the interest of the lessee are not shown herein. The assignment of Lessee's interest under the lease. Assigned By: OCB Restaurant Co., a Minnesota corporation, as successor by merger to OCB Realty Co. Assigned To: ORGS LLC, a Delaware limited liability company Dated: June 06, 2003 Recorded: June 13, 2003 • Recording No.: 2003-053842 (Affects a portion) The present ownership of the leasehold created by said lease and other matters affecting the interest of the lessee are not shown herein. IRE-SUBMIITTAI, RECD NOV First American Title 't'' 5 2013 • • Lot Book Service Guarantee No.: 7199-2177595 Page 9 of 18 43. The effect of a Grant Deed from OCB Restaurant Co., grantor to ORG5 LLC, grantee, conveying improvements on a portion of said land, recorded June 13, 2003, Reception No. 2003-053843, Official Records of Lane County, Oregon. 44. Subordination, Non-Disturbance and Attornment Agreement, including terms and provisions thereof. Recorded: June 13, 2003 as Instrument No. 2003-053844 45. Leasehold Deed of Trust and Assignment of Rents: Grantor: ORGS LLC, a Delaware limited liability company Trustee: Lawyers Title Insurance Company Beneficiary: Wells Fargo Bank, National Association Amount: $12,290,996.00 Dated: June 06, 2003 Recorded: June 13, 2003 Recording No.: 2003-053845 (Affects the Leasehold interest) Modification and/or amendment by instrument: Recording Information: July 24, 2012 as Instrument No. 2012-037097 Modification and/or amendment by instrument: Recording Information: May 07, 2013 as Instrument No. 2013-024624 46. Assignment of leases and/or rents and the terms and conditions thereof: Assignor: ORGS LLC, a Delaware limited liability company Assignee: Wells Fargo Bank, National Association Recorded: June 13, 2003 Recording Information: 2003-053846 Modification and/or amendment by instrument: Recording Information: July 24, 2012 as Instrument No. 2012-037098 and 2012-037100 Modification and/or amendment by instrument: Recording Information: May 07, 2013 as Instrument No. 2013-024625 and 2013-024627 47. Lease and the terms and conditions thereof: Lessor: ORGS LLC, a Delaware limited liability company Lessee: ORG Properties LLC, a Delaware limited liability company As disclosed by: Memorandum of Lease Recorded: June 13, 2003 Recording No.: 2003-053847 48. Leasehold Deed of Trust and Assignment of Rents: Grantor: ORG Properties LLC, a Delaware limited liability company Trustee: Lawyer's Title Insurance Company Beneficiary: Wells Fargo Bank, National Association PRE-SUBMITTAL REC'D Amount: $12,960,996.00 NOV 2 5 2013 first American Title • • • Lot Book Service Guarantee No.: 7199-2177595 Page 10 of 18 Dated: June 06, 2013 Recorded: June 13, 2003 Recording No.: 2003-053848 Modification and/or amendment by instrument: Recording Information: July 24, 2012 as Instrument No. 2012-037099 Modification and/or amendment by instrument: Recording Information: May 07, 2013 as Instrument No. 2013-024626 49. Assignment of leases and/or rents and the terms and conditions thereof: Assignor: ORG Properties LLC, a Delaware limited liability company Assignee: Wells Fargo Bank, National Association Recorded: June 13, 2003 Recording Information: 2003-053849, Official Records of Lane County, Oregon Modification and/or amendment by instrument: Recording Information: July 24, 2012 as Instrument No. 2012-37100 50. Lease and the terms and conditions thereof as disclosed by Memorandum of Lease. Lessor: ORG Properties LLC, a Delaware limited liability company Lessee: O.R.G. Restaurants, LLC, a California limited liability company. Term: 15 years Dated: June 06, 2003 Recorded: June 13, 2003 Recording Information: 2003-053850, Official Records of Lane County, Oregon (Affects a portion) Modification and/or amendment by instrument: Recording Information: May 07, 2013 as Instrument No. 2013-024627 The present ownership of the leasehold created by said lease and other matters affecting the interest of the lessee are not shown herein. 51. Non-Disturbance and Attornment Agreement, including terms and provisions thereof. Recorded: June 13, 2003, Reception No. 2003-053851, Official Records of Lane County, Oregon • 52. Subordination, Non-Disturbance and Attornment Agreement, including terms and provisions thereof. Recorded: June 13, 2003, Reception No. 2003-053852, Official Records of Lane County, Oregon PRE-SUBMITTAL REC'D NOV 2 5 2013 First American Title Lot Book Service Guarantee No.:7199-2177595 Page 11 of 18 • 53. Line of Credit Trust Deed, including the terms and provisions thereof, given to secure an indebtedness of up to $300,000,000.00 Grantor: Cinemark USA, Inc., a Texas corporation Beneficiary: Lehman Commercial Paper Inc. Trustee: AmeriTitle Dated: June 13, 2003 Recorded: • July 21, 2003 Recording Information: Instrument No. 2003-066671, Official Records of Lane County, Oregon (Affects the Leasehold interest) Modification and/or amendment by instrument: Recording Information: July 12, 2004, Instrument No. 2004-053173, Official Records of Lane County, Oregon Modification and/or amendment by instrument: Recording Information: July 12, 2004, Instrument No. 2004-053174, Official Records of Lane County, Oregon 54. Line of Credit Trust Deed, including the terms and provisions thereof, given to secure an indebtedness of up to $300,000,000.00 Grantor: Cinemark USA, Inc., a Texas corporation • Beneficiary: Lehman Commercial Paper Inc. Trustee: AmeriTitle Dated: June 13, 2003 Recorded: July 21, 2003 Recording Information: Instrument No. 2003-066672, Official Records of Lane County, Oregon (Affects the Leasehold interest) Modification and/or amendment by instrument: Recording Information: July 12, 2004, Instrument No. 2004-053173, Official Records of Lane County, Oregon • Modification and/or amendment by instrument: Recording Information: July 12, 2004, Instrument No. 2004-053174, Official Records of Lane County, Oregon 55. Financing Statement, indicating a Security Agreement Debtor: JCK Restaurants, Inc. Secured Party: Irwin Franchise Capital Corporation Recorded: September 27, 2005 C p �7p! C Recording Information: 2005-076734 PRE-SUBMITTAL RECD 56. Lease and the terms and conditions thereof as disclosed by Memorandum of Lease. NOV 2 3 2013 Lessor: GGP-Gateway Mall, L.L.C. Lessee: Kohl's Department Stores, Inc. Term: Term expiring January 31, 2027, subject to 8 separate options to extend the term for successive periods of 5 years each First American Title • • Lot Book Service Guarantee No.: 7199-2177595 Page 12 of 18 • Dated: August 15, 2005 Recorded: November 15, 2005 Recording Information: Instrument No. 2005-090944, Official Records of Lane County, Oregon (Affects a portion) The present ownership of the leasehold created by said lease and other matters affecting the interest of the lessee are not shown herein. 57. Line of Credit Trust Deed, including the terms and provisions thereof, given to secure an indebtedness of up to $1,270,000,000.00 Grantor: Cinemark USA, Inc., a Texas corporation Beneficiary: Lehman Commercial Paper Inc. • Trustee: AmeriTitle Dated: October 05, 2006 Recorded: October 09, 2006 Recording Information: Instrument No. 2006-073295, Official Records of Lane County, Oregon (Affects the Leasehold interest) Modification and/or amendment by instrument: Recording Information: August 14, 2013 as Instrument No. 2013-044631 The beneficial interest under said Deed of Trust has been assigned to Barclays Bank, PLC, by Notice of Resignation of Agent, Notice of Appointment of Successor Agent, and Assignment of Deed of Trust recorded June 25, 2010 as Instrument No. 2010-029797 . 58. Line of Credit Trust Deed, including the terms and provisions thereof, given to secure an indebtedness of up to $1,270,000,000.00 Grantor: Cinemark USA, Inc., a Texas corporation Beneficiary: Lehman Commercial Paper Inc. Trustee: AmeriTitle Dated: October 05, 2006 Recorded: October 09, 2006 Recording Information: Instrument No. 2006-073296, Official Records of Lane County, Oregon (Affects the Leasehold interest) • Modification and/or amendment by instrument: Recording Information: August 14, 2013 as Instrument No. 2013-044632 The beneficial interest under said Deed of Trust has been assigned to Barclays Bank, PLC, by Notice of Resignation of Agent, Notice of Appointment of Successor Agent, and Assignment of Deed of Trust recorded June 25, 2010 as Instrument No. 2010-029796 . 59. Easements, including the terms and provisions thereof, contained in that General Judgment entered in Lane County Circuit Court Case No. 160600821, and recorded April 06, 2007, Reception No. 2007-022874, Official Records of Lane County, Oregon. PRE-SUBM11TAL REC'D NOV `O1J First American Title • • Lot Book Service Guarantee No.: 7199-2177595 • Page 13 of 18 60. Easement, including terms and provisions contained therein: Recording Information: October 9, 2008, Reception No. 2008-056324 In Favor of: City of Springfield For: Permanent easement for bicycle/pedestrian facility maintenance and temporary easement for work area 61. Line of Credit Deed of Trust and Assignment of Rents: Grantor: GGP-Gateway Mall, L.L.C., a Delaware Limited Liability Company Trustee: First American Title Insurance Company Beneficiary: Wells Fargo Bank, National Association Amount: $483,500,000.00 Dated: January 12, 2012 Recorded: January 23, 2012 Recording No.: Instrument No. 2012-002285 (Affects a portion) 62. Landlord Agreement and the terms and conditions thereof: Between: Apple Oregon, LLC, a Delaware limited liability company And: GGP-Gateway Mall, LLC, a Delaware limited liability company Recording Information: December 26, 2012, Instrument No. 2012-066081 63. Lease and the terms and conditions thereof: Lessor: GGP-Gateway Mall, LLC, a Delaware limited liability company Lessee: Wal-Mart Stores, Inc., a Delaware corporation As disclosed by: Memorandum of Lease Recorded: December 27, 2012 Recording No.: 2012-066273 (Affects a portion) The present ownership of the leasehold created by said lease and other matters affecting the interest of the lessee are not shown herein. 64. Subordination, Non-Disturbance and Attornment Agreement and the terms and conditions thereof: Between: Wal-Mart Stores, Ins., a Delaware Corporation And: Wells Fargo Bank, N.A. Recording Information: December 27, 2012 as Instrument No. 2012-066274 65. Line of Credit Trust Deed, including the terms and provisions thereof, given to secure an indebtedness of up to $575,000,000.00 Grantor: Apple Oregon, LLC, a Delaware limited liability company Beneficiary: Bank of America, N.A. Trustee: Chicago Title Insurance Company Dated: December 07, 2012 Recorded: December 26, 2012 p��} Recording Information: Instrument No. 2012-066080 PRE SUBMll 'AL RECD NOV 252013 66. Payment and Performance Bond, including terms and provisions thereof. First American Title Lot Book Service Guarantee No.:7199-2177595 • Page 14 of 18 Recorded: March 28, 2013, Instrument No. 2013-016861 67. Lease and the terms and conditions thereof: Lessor: GGP - Gateway Mall L.L.C., a Delaware limited liability company Lessee: Wingmen V, LLC, a Washington limited liability company As disclosed by: Memorandum of Lease Recorded: May 17, 2013 Recording No.: 2013-026684 (Affects a portion) The present ownership of the leasehold created by said lease and other matters affecting the interest of the lessee are not shown herein. 68. Subordination, Non-Disturbance and Attornment Agreement, including terms and provisions thereof. Recorded: August 08, 2013 as Instrument No. 2013-043547 69. Deed of Trust and Assignment of Rents: Grantor: Wingmen V, LLC, a Washington limited liability company Trustee: First American Title Insurance Company Beneficiary: Wells Fargo Bank, National Association, a national banking • association Amount: $45,000,000.00 Dated: September 26, 2013 Recorded: October 15, 2013 Recording No.: . 2013-054660 (Affects a portion) 70. Financing Statement, indicating a Security Agreement Debtor: Wingmen V, LLC Secured Party: Wells Fargo Bank, National Association, as Administrative Agent Recorded: October 15, 2013 Recording Information: 2013-054661 71. Easement rights implied by that certain Memorandum of Lease from GGP - Gateway Mall L.L.C., a Delaware limited liability company, Lessor, to Wingmen V, LLC, a Washington limited liability company, Lessee, recorded May 17, 2013, Instrument No. 2013-026684. 72. Any failure to comply with the terms, provisions and conditions of the unrecorded leases as set forth above. 73. Unrecorded leases or periodic tenancies, if any. We have also searched our General Index for Judgments and State and Federal Liens against the Grantee(s) named above and find: n 1 f NONE PRE-SUBMII1AJ RECD We find the following unpaid taxes and city liens: NOV 2 6 2013 First American Title • Lot Book Service Guarantee No.:7199-2177595 Page 15 of 18 1. Taxes for the year 2013-2014 Tax Amount $ 15,801.13 Unpaid Balance: $ 15,801.13, plus interest and penalties, if any Code No.: 19-00 Map &Tax Lot No.: 17-03-22-00-02109 Property ID No.: 1054251 Taxes for the year 2012-2013 Unpaid Balance: $ 63.73, plus interest 2. Taxes for the year 2013-2014 Tax Amount $ 831,205.22 Unpaid Balance: $ 831,205.22, plus interest and penalties, if any. Code No.: 19-00 Map &Tax Lot No.: 17-03-22-00-02200 Property ID No.: 0188373 3. Taxes for the year 2013-2014 Tax Amount $ 73,499.04 Unpaid Balance: $ 73,499.04, plus interest and penalties, if any. Code No.: 19-00 Map &Tax Lot No.: 17-03-22-00-02219 Property ID No.: 1489812 Taxes for the year 2012-2013 Unpaid Balance: $ 66.07, plus interest 4. Taxes for the year 2013-2014 Tax Amount $ 149,794.27 Unpaid Balance: $ 149,794.27, plus interest and penalties, if any Code No.: 19-00 Map &Tax Lot No.: 17-03-22-00-02218 Property ID No.: 1459146 Taxes for the year Unpaid Balance: $ , plus interest 5. Taxes for the year 2013-2014 Tax Amount $ 124,424.87 Unpaid Balance: $ 124,424.87, plus interest and penalties, if any. Code No.: 19-00 Map &Tax Lot No.: 17-03-22-00-02300 Property ID No.: 0188449 PRE-SUBMIR RECD 6. Taxes for the year 2013-2014 NOV 2 J 2013 Tax Amount $ 27,913.12 Unpaid Balance: $ 27,913.12, plus interest and penalties, if any. First American Title . . • • Lot Book Service Guarantee No.:7199-2177595 Page 16 of 18 Code No.: 19-00 Map &Tax Lot No.: 17-03-22-00-02305 Property ID No.: 1004538 Taxes for the year 2012-2013 Unpaid Balance: $ 112.59, plus interest 7. Taxes for the year 2013-2014 Tax Amount $ 14,906.38 Unpaid Balance: $ 14,906.38, plus interest and penalties, if any Code No.: 19-00 Map &Tax Lot No.: 17-03-22-00-02305-901 Property ID No.: 1772597 • Taxes for the year 2012-2013 Unpaid Balance: $ 60.13, plus interest 8. Taxes for the year 2013-2014 Tax Amount $ 34,781.58 Unpaid Balance: $ 34,781.58, plus interest and penalties, if any Code No.: 19-00 Map &Tax Lot No.: 17-03-22-00-02305-902 Property ID No.: 1772605 Taxes for the year 2012-2013 • Unpaid Balance: $ 140.29, plus interest 9. Taxes for the year 2013-2014 Tax Amount $ 143,804.62 Unpaid Balance: $ 143,804.62, plus interest and penalties, if any Code No.: 19-00 Map &Tax Lot No.: 17-03-22-00-02307 • Property ID No.: 1445939 10. City liens, if any, of the City of Springfield. THIS IS NOT a title report since no examination has been made of the title to the above described property. Our search for apparent encumbrances was limited to our Tract Indices, and therefore above listings do not include additional matters which might have been disclosed by an examination of the record title. We assume no liability in connection with this Lot Book Service and will not be responsible for errors or omissions therein. The charge for this service will not include supplemental reports, rechecks or other services. PRE-SUBMITTAL REC'D NOV 252013 First American Title Lot Book Service Guarantee No.: 7199-2177595 Page 17 of 18 Exhibit "A" • Real property in the County of Lane, State of Oregon, described as follows: PARCEL I: BEGINNING AT A POINT NORTH 00° 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° 40' 00" WEST, A DISTANCE OF 369.62 FEET TO THE WESTERLY RIGHT-OF-WAY OF BEVERLY STREET; THENCE SOUTH 21° 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° 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° 25' 57" WEST, A DISTANCE OF 73.46 FEET; THENCE CONTINUING ALONG SAID NORTHERLY RIGHT-OF-WAY SOUTH 89° 22' 51" WEST, A DISTANCE OF 576.60 FEET TO THE EASTERLY RIGHT-OF-WAY OF INTERSTATE 5; THENCE NORTH 04° 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, OFFICIAL RECORDS OF LANE COUNTY, OREGON; THENCE LEAVING SAID EASTERLY RIGHT-OF-WAY NORTH 89° 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° 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° 55' 15" WEST, A DISTANCE OF 48.27 FEET) A DISTANCE OF 48.56 FEET; THENCE SOUTH 04° 57' 57" WEST, A DISTANCE OF 148.74 FEET; THENCE SOUTH 26° 54' 23" WEST, A DISTANCE OF 32.12 FEET; THENCE SOUTH 04° 57' 57" WEST, A DISTANCE OF 85.15 FEET; THENCE SOUTH 27° 39' 44" EAST, A DISTANCE OF 46.37 FEET; THENCE SOUTH 04° 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° 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° 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° 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° 31' 23" EAST, A DISTANCE OF 179.44 FEET) A DISTANCE OF 179.46 FEET; THENCE SOUTH 17'30' 11" WEST, A DISTANCE OF 31.92 FEET; THENCE SOUTH 05° 43' 11" EAST, A DISTANCE OF 87.27 FEET; THENCE SOUTH 39° 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° 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° 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: PRE-SIIBMF A+. REC'D NOV 252013 First American Title Lot Book Service Guarantee No.: 7199-2177595 Page 18 of 18 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° 20' 00" EAST 192.50 FEET; THENCE SOUTH 4° 40' 00" WEST 146.92 FEET; THENCE SOUTH 85° 20' 00" EAST, 178.76 FEET; THENCE NORTH 4° 40' 00" EAST 4.85 FEET; THENCE SOUTH 85° 20' 00" EAST 35.78 FEET; THENCE NORTH 34° 39' 03" EAST 84.36 FEET; THENCE SOUTH 85° 20' 00" EAST 429.71 FEET; THENCE SOUTH 4° 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° 09' 15" WEST 271.32 FEET) A DISTANCE OF 290.59 FEET; THENCE SOUTH 68° 40' 00" WEST 166.75 FEET; THENCE SOUTH 21° 20' 00" EAST 54.00 FEET; THENCE SOUTH 68° 40' 00" WEST 60.00 FEET; THENCE NORTH 21° 20' 00" WEST 54.00 FEET; THENCE SOUTH 68° 40' 00" WEST 217.49 FEET; THENCE NORTH 90° 0' 00" WEST 365.85 FEET; THENCE NORTH 4° 40' 00" EAST 598.65 FEET TO THE POINT OF BEGINNING IN LANE COUNTY, OREGON. 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. ALSO EXCEPTING THEREFROM THAT PORTION DESCRIBED IN GENERAL JUDGMENT RECORDED APRIL 6, 2007, RECEPTION NO. 2007-022874, OFFICIAL RECORDS OF LANE COUNTY, OREGON. ALSO EXCEPTING THEREFROM THAT PORTION CONVEYED TO THE CITY OF SPRINGFIELD, A MUNICIPAL CORPORATION OF THE STATE OF OREGON, BY DEED RECORDED OCTOBER 9, 2008, AS RECEPTION NO. 2008-056324, OFFICIAL RECORDS OF LANE COUNTY, OREGON. PARCEL II 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° 20' 00" EAST 192.50 FEET;THENCE SOUTH 4° 40' 00" WEST 146.92 FEET; THENCE SOUTH 85° 20' 00" EAST 178.76 FEET; THENCE NORTH 4° 40' 00" EAST 4.85 FEET; THENCE SOUTH 85° 20' 00" EAST 35.78 FEET; THENCE NORTH 34° 39' 03" EAST 84 .36 FEET; THENCE SOUTH 85° 20' 00" EAST 429.71 FEET; THENCE SOUTH 4° 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° 09' 15" WEST 271.32 FEET) A DISTANCE OF 290.59 FEET; THENCE SOUTH 68° 40' 00" WEST 166.75 FEET; THENCE SOUTH 21° 20' 00" EAST 54.00 FEET; THENCE SOUTH 68° 40' 00" WEST 60.00 FEET; THENCE NORTH 21° 20' 00" WEST 54.00 FEET; THENCE SOUTH 68° 40' 00" WEST 217.49 FEET; THENCE WEST 365.85 FEET; THENCE NORTH 4° 40' 00" EAST 598.65 FEET TO THE POINT OF BEGINNING, IN LANE COUNTY, OREGON. NOTE: This Legal Description was created prior to January 01, 2008. PRE-SUBMITTAL REC'D NOV 252013 First American Title Gateway Mall Redevelopment Site Plan Review - Major Modification Pit-Application 11/15/13 C. Exhibit C: Architectural Renderings PRE-SUBMITTAL. REC'D NOV 2 5 2013 �� BALZHISER & HUBBARD ENGINEERS PAGE 20 II/ I . r .: , r 0. •- , i ... • '•. •p.__. . - '-_, ' ■ all , 4 • . --7 1 .. it 1,•Ir • / • -.., ::. ,.....!-- '• . '1, .. •••4" i . ca - • - ,• .., -, i --,,• 1 • , 11 ,•i ri • --- ! !1 C.) L-2-1 re 5 4 - '. i •''- -11- 1 1,•', ' ----; ir•-•\. • i 4 10:4:e 7=—D. • •-. .'). 1.57 1':-. ' 7 • i'l — 1. .. Ifni ) 1 ht,........, Leb ._._ ..,. , , , , .. 3 , .:1 r,. •, ir . . ., Li Eft-- c...) ›,..— 1`,—L•___ t\ .... _• 1 , -Iv - : I,. , \ r.;=1 - CD 1 •r• 'Z'r. f , ) ::"Ilt' i./ , , --- i :--.. 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Exhibit D: Reduced Scale Site Map PRE-SUBMITTAL REC'D NOV 252013 PAGE 21 BALZHISER & HUBBARD ENGINEERS /1f • �_ • 7 W o W fe,F d � t 1 ..s'€ r: u1ii� Z '' 0.- V Ls 17V19A0 - Mild 3115 I. Jr9P410 J TM AYM 3t41 ES3LUI3dOlid 3snov awt iaws o 4 F g 2 Cy\ TWA/WOW a i +y o V kt i I i W: 1, r II 1I a 1 ^� '6 fir: , • • '°ice :- •• '!'''.- ill{y i I I:1 e ! f � o.�:!'tJ.r?I, fir'..= ,�` n.- - 1, ii E pr N ' rJ `-n CA 3--a-i .U\.`-, , .'-',1 :c- Amy �.. �' -, 1,'-'''77::"-_1V!,','.,,l t c, $ 1 _1;4 • ii. p r∎, 11ry-`VI . -" I I i iiiiiii / JJ , f_ I I 1 [�"�itZ �it` J ' Q-'23 I. 1 I k: , i€ 11 1 l ■ 6 it ' V` •'a L- 4'- ` M�i 3 pin? A/»7 - `• 0 a, 11 ; il ° Fig4C5VEZ ' , * ?mli litil.1111 , i ! Iltli - '4 g :.i--i'Ar''': lie' Mt g ii li t•- i if.,..,.,-. ,IL",,1 '-4 -1 ' i 1 " - '�rrilf;-,4 0. —rl , i. go e R R R I, %' e\Q :\'•^,L ! 1-7,-,A,-,, P 1. -il�t l•' : `="'_ _59/1"k711111, .--,T. 1 ey, -ea ..r 7-1r,r F." ' __JR -•J • 1\ I .. C . - } L- 'NM,—,-i,�riI y i iII1IImo_ i !` `;... `y. l• �, _qq• I J1.U!II Klj r 17f IT" — . i 0 II k 1p wm„,...mill I,. it i -- - - - rF-, - ., y yr f 1 }�y, ro JI i....---- - , '�• „&`•.,1.∎ N I to »�i 4=,,=., _ I i $ ' 41000` 1' lr.r • --U.N10 1t\��,1•..\1\.h,\'.: �.:`��.1,, i , NQ'Y■� 1 . ,, x ,.,+ Uif r:7.9rl.7 rr:., , ■ nog :W i'it it '� 7 ',■.:..s`{j:4 i j 'S( , )\�n/`p . A0.II 1141 13Y.01 I ,,2 .. . g --- -,a 13111 0 ' . Ili ',\, V CI ,; -''. 11 h ii.. . , ' >l� W T y0 4.R iY ^ : ' it j z. LJd Ce I la- • Gateway Mall Redevelopment Site Plan Review - Major Modification Pre-Application 11/15/13 E. Exhibit E: Existing Lighting Cut-Sheets PRE-SUBMITTAL REC'D Nov 252013 PAGE 22 I3ALZHISER & HUBBARD ENGINEERS ',AV/ V %TURK le BALLAST SPECIFICATION 7 LIGHTING 775W M181 e Pulse Start Metal Halide V90Y961OT 60 Hz CWA Input Volts 480 4X6 CORE-HX,CWA CWI UNITS Line Current(Amps) HOLES CLEARED Operating 1.85 FOR#10 BOLTS 1_ 6.00"(152 mm) Open Circuit 1.55 Starting 1.20 1 • O O • 1 Recommended Fuse(Amps) 5 3.87" 4.25" Regulation (98 mm) (108 mm) Line Volts ±10% Lamp Watts ±10% Temperature Ratings Q • • Insulation Class 180(H) .4— 4.375"(111 mm) — Coil Temperature Code 0 5.375"(136 mm) Benchtop Coil Rise 88.9 I I Power Factor(Min) 90% + Input Watts 855 W A B Efficiency NOM.Open Circuit Voltage 415 Input Voltage At Lamp Dropout 230 . I I I Min Ambient Starting Temp -20"Fl-30"C' Capacitor ACB327OV Ignitor: BVS-020 60 HZ TEST PROCEDURES Microfarads: 22.0 uf Case Temp(Max): 105°C High Potential Test(Volts) Volts(Max): 525 V BTL Distance(Max): 10 ft 1 Minute 1,850 V Case Temp(Max): 100°C 1 Second 2200 V Height(Max): 3.94 in Open Circuit Voltage Test(V) 375-455 Dia/Oval Dia(Max): 1.97 in Short Circuit Current Test(A) Oval Width(Max): 2.97 in Tit-IMI k 1 Min 4.30 u0.58"(15 mm) Secondary Current • = w Max 5.30 Min 1.00 206' Input Current f Max 1.50 CORE and COIL Specifications HEIGHT y Dimension(A) 2.80 in Dimension(B) 4.95 in 0 isa,mml Weight 21.0 ib's _—+- x , 3 Lead Lengths 12" CO Ill OVAL DIA. Capacitor Requirement //� ° ' Microfarads 22.0 uf 14-WIDTH Volts(Min) 490 V OIL-FILLED CAPACITOR OVAL IGNITOR Ordering Information Add Suffix for options C-With Capacitor K-Prewired,with Capacitor and Bracket Kit imi- B-With Welded Bracket,no cap CB-With Capacitor and Welded Bracket C US BLACK RED �r 11 �o '-40°F/-40°C Min Ambient Starting Temp with Venture Lamp BLUE a Coil material:primary Cu and secondary Al a x3 RoHS com liant on all manufactured roducts after Au ust 1,2007 c 'S 120V ORANGE t p products g EMERGENCY BUCWHT ' 4 all F( Data is based upon tests performed by Venture Lighting in a controlled environment and is RoHS LAMP CAP +a�o� representitive of relative performance. Actual performance can vary depending on operating WHITE 1 conditions. Specifications are subject to change without notice. COMMON ••■ - t ', 'D 7/1/2008 Production , �,' " )) i�• 32000 Aurora Road •Solon,Ohio 44139•800-451-2606 • 440-248-3510 • Fax 800-451-2605 • Fax 440-349-7771 •4:1,1 h.v�ntn e�gtitn tr gcom 0 ZIM2. 11 .n t v ," MP 775W/BU/BT37/PS/950 GENERAL Characteristics ELECTRICAL Lamp Type MN Pulse Start Single Ended Lamp Watts 715 ANSI Code M181/0 Lamp Oper.Voltage(Nom.) 220 VENTURE' Bulb Shape 8137 ■ [H:I i is[ell Base Type Mogul(EX39) SUSTAI NABI LITY Bulb Finish [fear Recycling Program Smartpacv 800451-2606 Natural White' Rated Life 26000 hours Picograms Hg per Mean lumen Hour 46 Operating Position Base Up±15° MR-Credit 4 Reduced Mercury in lamps 1 LEER paint Dimming 70%Rated Power PHOTOMETRIC NOTES Initial Lumens 66000 Lamp performance ratings published in this date sheet are based on operation with approved magnetic ballasts.Performance of position-rated Scotopic lumens(5/P 2.1) 138500 lamps outside of their tolerances will result in poor performance.Minimum lumens Per Watt 85 Starting Temperature:•40°U°F.To calculate nighttime Scotopic lumens, Lump Lumen Depreciation(LID) .90(90%) 8000 hours multiply the lumen rating by the S/P ratio.—MD V3,MR CREDIT 4: Sustainable Purchasing•Reduced Mercury in lamps is awarded 1 point for Correlated Color Temperature 5000K projects which of least 90%of all mercury-containing lamps purchased Chromaticity Coordinates(QE•x,y) 346 .359 during the performance period(amply and meet the target for mercury content of 90 picograms per lumen-hour or less. Color Rendering Index(CRI) 90+ PHYSICAL Bulb Diameter 4.6'(120mm) Max.Overall length(MOL) 11.5"(292mm) Light Center Length(LW 7.r(178rmn) Effective Arc Length 64.5 mm Max.Base Temperature(°C) 250 Max.Bulb Temperature(°C) 450 Socket Pulse Rating(KY) 4 BU ±15° luminaire Type Open/Endosed Rated Base Up Spectral Distribution Lumen Maintenance „" loo too M I 90 5000K .m ' O or o■■■ww i- E MI t NMI 3 0 a 60 Dia. = 4.6"(120mm) a ■■ F' , MOL= 11.5"(292mm) oe z0 LCL= 7.0"(178mm) 10■� Base= Mogul(EX39) 0.ill I I 300 350 400 450 500 550 600 650 700 750 :rs Wavelength(nm) 6500 13000 14500 26030 Life Hours (800) 451-2606 M _ to 1 r, + p or (440) 248-3510 Fax: (800) 451-2605 THIS LAMP(WORMS TO FEDERAL STANDARD 21 CFA 1010.30 NOV 2 5 Z013 10295 Philipp Parkway Worming:This lamp roe rouse skin burn and eye inflammation from shortwave Co Streetsboro, Ohio 44241 USA ultraviolet radiation it outer envelope of the lamp is broken or punctured Do not use r: E-mail: venture @acllt.com c:, where people will remain for more than a lew minutes unless adequate shielding or y other safety precautions are used.Lamps that will automatically extinguish when outer This Product is Recyclable Through SmartpAct) zi VentureLighting.mom envelope is broken or punctured ore commercially ovaitable. O e?2010 Venture Lighting International Revision: 7/13/2010#2530-11 0 0 WLSLIGHTING SYSTEMS VERTICAL LAMP! FLAT GLASS LENS , . ._ . ..- - .- - SPECIFICATIONS,.. - HOUSING-The FV Series formed aluminum housing is finished to produce a clean, sharp appearance and ensures weather-tight construction.Available in 2 sizes:Medium(reduced likenvelope 400 Watt Lamp)and Reduced(reduced envelope 1000 Watt Lamp). LENS/GASKET-A flat tempered glass lens Is sealed to the housing with an EPDM gasket, -r`� preventing entry of moisture,dust and insects.Combined with the vertical burn feature,the flat glass lens provides high performance lighting. TOP ACCESS-Is secured by four captive stainless steel fasteners and provides ease of 1 installation and servicing. Flat-lensed fixtures meet IESNA full cutoff classification FINISHES-Each fixture is finished with a baked-on polyester powder finishing process to give the fixture an exceptionally attractive appearance.Standard finish colors include DIMENSIONS bronze,buff,black,platinum,white green.The polyester finish withstands extreme weather ARM MOUNT POLE TOP MOUNT changes without cracking or peeling.Consult factory for available custom colors and A A pinstripe decal options. 1 I J B -18 REFLECTORS/DISTRIBUTION PATTERNS-The FV Series fixture is available in five JJ C reflector systems and distribution patterns,all with vertical burn lamps:Type II(2),Type III L,,.J (3),Type V(5),Perimeter Forward Throw(FP)and Super Reflector(5R)for a minimum 1303mml mounting height of 30 feet.Reflectors are field-rotatable,enabling generous flexibility in A B c distribution patterns without fixture movement. FYM An Want 71-5/51549mm) 12-3/4*(324mm) — ROM Pole Top 21-5/r(549mm) 12-3/4'(324mm) , 21.15/16'(557mm1 FVR Arm Mount 21-5/e1549mm) 16.1/8*(410mm) — LIGHT SOURCES-Designed to operate with Pulse-Start Metal Halide,Natural White"", FVWr Pole Top 21-5/81549mm) 16-1/8'(410mm) 2S'(63Smm) Super Metal Halide,Metal Halide,Metal Halide Reduce Envelope or High Pressure Sodium. LUMINAIRE EPA CHART FV SERIES FVM SERIES FVR SERIES I SOCKETS-Porcelain mogul-base sockets with spring-reinforced contacts. Flat Lens 12-Bracket 12'Bracket i Single 32 3.8 BALLAST- Pulse Start Metal Halide,Metal Halide,Super Metal Halide,and High Presure or 4i D180' 63 7.6 Sodium feature a high-power factor CWA ballast,and are designed for-20°F operation. 16 090' 5.7 7.6 .1+ T90' _ 8.8 11.4 BRACKETS-Arm Mount:5 1/2"x 2 1/2"x 12"length shipped standard.(An 8"bracket 4:t TN120' 9.0 11.4 is avaiable for single or D180 configurations,but must be ordered separately from Options a90' 113 15.2 column of the ordering chart.)A Round Pole Plate(RPP)is required for mounting to 3"-5" ■ Pole Top 3.2 4.0 round poles. (See Options in Luminaire Ordering Information.) Note: House Side Shield adds to fixture EPA.Consult factory. Pole Top:Cast aluminum mounting hub conceals the wiring compartment and mounting MOUNTING BRACKETS hardware(consisting of four 11/16"0.D.aluminum rods for medium fixtures and 7/8"O.D. Pull Torr-4,,.NT BOLTONARM aluminum rods for large fixtures,and high-strength grade-five steel bolt with nylon insert and split lock washer for double locking.) Ifil k_l DECAL STRIPING-WLS offers optional color-coordinated decals in 9 standard colors to Iaccent the fixture.Decal is guaranteed for five years against peeling,cracking,or fading. C�5 li LISTED PRE-SUBMITTAL REC'D 1 C 1 Li �/ wet Vocation NOV 2 5 2013 Approved By: Project Name: • • Location Date: WLS LIGHTING SYSTEMS P.O.Box 100519 , Fort Worth,TX 76185 800.633.8711 Fax:817.735.4824 ' www.wlslighting.com • Consider the Impact! Sner■hrminnt tuhierl rn rhanne wnho,n nnure 01 Rev.2/09 • a 0 III ■o11■s11111111111■■11■11x1111■11Nwr■■111111■■ e11ws■■■111r1111■■■r. ltPP.00+ 10lI!■■■t■■■■■■11.■ 1111■11■1111.■■■■■■ 1111■► 11111111111■■111111.■ .■■■■111111.1111.■.■ ■ .►. VERTICAL LAMP/ FLAT GLASS LENS11.11■�■■■.11■■■ ■ ■■� .a■■■I■■111111■■■■■_■■_ 6111■ ERIE � . _...■...11..........■.. ;■. 01111111111111111111111111111 ORDERING INFORMATION SELECT APPROPRIATE CHOICE FROM EACH COLUMN TO FORMULATE ORDER CODE.Refer to example below. LAMP LIGHT LINE LUMINAIRE LUMINAIRE DISTRIBUTION WATTAGE SOURCE LENS VOLTAGE FINISH OPTIONS FVM 2-Type it 250W PSMH Pulse-Start FG- Flat Glass 480V BRZ - Bronze LL Less 3 -Type III 320W Metal Halide MT Multi Tap' BLK - Black Lamp FP- Perimeter 350W HPS High Pressure TT • Tri Tap 2 PLT - Platinum GS - Glare Forward (PSMH onl ) Sodium Y BUF - Buff Shield Throw 400W WHT -White BBK - El"Bracket 5 -Type V GRN - Green RPP -Round CC - Custom Pole Plate 250W NW - Natural White'" 320W Color BKT-WM-Wall 350W Mount Plate 400W PT - Pole Top FVR 2-Type II 400W MHR- Metal Halide SF - Single 3 -Type III 575W Reduced FP•Perimeter (PSMH only) Envelope Fusing Forward 750W 1000 Watt" C F Double Throw (PSMH only) PSMH-Pulse-Start Fusing 5 -Type V 875W Metal Halide (PSMH only) AS - Accent AF- Automotive 1000W HPS- High Pressure Forward Sodium t Striping Throw (not available in HPS) PC - Photo Cell AI-Automotive NO - No Options Interior 775W NW- Natural White'" SR-Super Reflector FV 5 1000 MH FG MT BRZ NO (EXAMPLE ORDER) ORDER: WLS FOOTNOTES: •In accordance with the 2007 Energy Independance and Security Act(EISA).fixtures will 1-When ordering pole top fixtures for tenon mounting,a pole top adaptor must be ordered. no longer be avaiable in Probe Start Metal Halide with wattages from 150 watts through 500 watts for new installations.Replacement parts for exisitng fixtures are still available. 2-Tri-Tap not available in 1000 Watt PSMH Voltage must be specified-120V,277V or 347V 3-For international voltages.consult factory. 4-MT-Multi Tap Is shipped standard unless otherwise specified.Multi Tap consists of 120V,209V,240V,and 277' Color Decals Multi Tap is pre-wired for highest voltage.Alternate voltages will require field re-wiring. 45-Light Gold Metallic 55-Black 5-Tri-Tap is shipped standard for Canadian applications. Tn-Tap consists oft 20V,277V,and 347V. 20-Charcoal Metallic 50-White Tri-Tap is pre-wired for highest voltage.Alternate voltages will require field re-wiring. 94-Blue Metallic 51 -Dark Red 6-An 8"bracket can only be ordered with single and D180"configurations. 59-Dark Green 700-Aztec Silver Metallic 7-On FVR/FVRPT photoelectric control can only be used with 400 Watt PSMH 21 -Tomato Red ACCESSORY ORDERING INFORMATION (Accessories are field installed) Description HOUSE SIDE SHIELDS BOTTOM VIEW FVR/FVM 2 HSS-House Side Shield - FVRPT/FVMPT 2 HSS-House Side Shield FVR/FVM 3 HSS-House Side Shield FVRPT/FVMPT 3 HSS-House Side Shield 4-5/15" — 5-318• — FVRlFVMFPHSS House Side Shield (ltomm) (137mm)—I 4 ��1.'iIr�� r1/If� 53/8" If-2-5116" I 8 FVRPT/FVMPT FP HSS-House Side Shield (59mm) FVR/FVRPT FA/AFT HSS-House Side Shield (137mm) Pen!! TYPE III AND FORWARD THROW NIT 2 g 2 f1 WITH INTERNAL 1f �+ LI 0(1SE SIDE SHIELD Approved By: Project Name: • • Location: Date: WLS L I G H T I N G SYSTEMS P.O.Box 100519 Fort Worth,TX 76185 800.633.8711 Fax:817.735.4824 • www.wlslightinq.com W Consider the Impact! Gateway Mall Redevelopment Site Plan Review - Major Modification Pre-Application 11/15/13 F. Exhibit F: Photometric Test Reports for LiEht Sources PRE-SUSM1UAi REC'D NOV 2 5 2013 PAGE 23 BALZHISER HUBBARD ENGINEERS • i COOPER Lighting Photometric Toolbox IES ROAD REPORT PHOTOMETRIC FILENAME : WLS-FVR-SR-775-NW-PSMH-FG.IES DESCRIPTIVE INFORMATION (From Photometric File) IESNA: [ISSUEDATE] [MANUFAC]WLS LIGHTING SYSTEMS [LUMCAT] WLS-FVR-SR-775-NW-PSMH-FG [LUMINAIRE] FV SERIES [LAMPCAT] 775W/BU/BT37/PS/950 [LAMP] 1- 775W CLEAR NWPSMV BU CHARACTERISTICS IES Classification Type VS Longitudinal Classification Short Lumens Per Lamp 66000 (1 lamp) • Total Lamp Lumens 66000 Luminaire Lumens 51699 Downward Total Efficiency 78 % Total Luminaire Efficiency 78 % F Luminaire Efficacy Rating (LER) 61 z`:'75. Total Luminaire Watts 845 nal4enuofm..n mr.,rtswA Ballast Factor 1.00 cueoKd4111ta■n Upward Waste Light Ratio 0.00 Maximum Candela 31350.221 Maximum Candela Angle 45H 66V Maximum Candela (<90 Degrees Vertical) 31350.221 Maximum Candela Angle (<90 Degrees Vertical) 45H 66V Maximum Candela At 90 Degrees Vertical 0 (0.0% Lamp Lumens) Maximum Candela from 80 to <90 Degrees Vertical 6593.196 (10.0% Lamp Lumens) Cutoff Classification (deprecated) Full Cutoff PRE-SUBM I RECD NOV 2 5 2013 • Photometric Toolbox Professional Edition-Copyright 2002-2011 by Lighting Analysts, Inc. Page 1 Calculations based on published IES Methods and recommendations,values rounded for display purposes. Results derived from content of manufacturers photometric file. • • IES ROAD REPORT PHOTOMETRIC FILENAME : WLS-FVR-SR-775-NW-PSMH-FG.IES LUMINAIRE CLASSIFICATION SYSTEM (LCS) Lumens % Lamp % Luminaire FL- Front-Low (0-30) 1617.9 2.5 3.1 FM - Front-Medium (30-60) 8385.6 12.7 16.2 FH - Front-High (60-80) 15131.4 22.9 29.3 FVH - Front-Very High (80-90) 714.9 1.1 1.4 BL- Back-Low (0-30) 1617.9 2.5 3.1 BM - Back-Medium (30-60) 8385.6 12.7 16.2 BH - Back-High (60-80) 15131.4 22.9 29.3 BVH - Back-Very High (80-90) 714.9 1.1 1.4 UL- Uplight-Low (90-100) 0.0 0.0 0.0 UH - Uplight-High (100-180) 0.0 0.0 0.0 Total 51699.6 78.4 100.0 BUG Rating B5-U0-G5 PRE-SUBMITTAL RECD Nov 2 5 2013 Photometric Toolbox Professional Edition-Copyright 2002-2011 by Lighting Analysts. Inc. Page 2 Calculations based on published IES Methods and recommendations.values rounded for display purposes. Results derived from content of manufacturers photometric file. • . . IES ROAD REPORT PHOTOMETRIC FILENAME : WLS-FVR-SR-775-NW-PSMH-FG.IES CANDELA TABULATION Vert. Horizontal Angles Angles 0 5 10 15 20 25 30 35 40 45 0 3912.975 3912.975 3912.975 3912.975 3912.975 3912.975 3912.975 3912.975 3912.975 3912.975 1 3925.410 3943.648 3952.767 3937.016 3932.042 3952.767 3959.400 3950.280 3959.400 3966.032 2 3947.793 3946.135 3952.767 3943.648 3941.161 3959.400 3963.545 3955.255 3959.400 3959.400 3 3920.436 3909.658 3916.291 3920.436 3920.436 3929.555 3929.555 3937.016 3941.161 3947.793 4 3857.430 3818.466 3825.098 3830.073 3845.824 3849.969 3870.694 3868.207 3875.669 3891.420 5 3729.761 3711.523 3702.403 3718.984 3743.854 3743.854 3752.974 3748.000 3754.632 3766.238 6 3593.802 3563.957 3568.931 3582.196 3593.802 3622.818 3655.149 3657.636 3655.149 3661.781 7 3389.034 3379.915 3386.547 3439.604 3450.381 3471.107 3509.242 3525.822 3523.335 3507.584 8 3225.717 3220.743 3246.442 3272.971 3314.422 3357.531 3404.785 3423.024 3412.246 3416.392 9 3143.644 3141.986 3141.986 3195.872 3271.313 3314.422 3370.795 3409.759 3404.785 3413.904 10 3057.426 3082.296 3118.773 3185.095 3241.468 3326.028 3369.137 3407.272 3412.246 3439.604 11 3039.187 3050.794 3141.986 3214.111 3264.681 3352.557 3427.998 3505.097 3505.097 3498.464 12 3071.519 3075.664 3107.167 3209.966 3293.697 3459.501 3554.838 3659.294 3646.030 3568.931 13 3125.405 3116.286 3098.048 3134.525 3280.432 3554.838 3766.238 3909.658 3849.969 3714.010 14 3121.260 3130.380 3109.654 3071.519 3220.743 3534.941 3966.032 4238.779 4077.120 3820.953 15 3130.380 3132.867 3093.903 3044.162 3152.763 3541.574 4100.333 4515.672 4254.531 3873.182 16 3166.856 3143.644 3103.022 3039.187 3107.167 3525.822 4140.955 4475.050 4052.250 3714.010 17 3238.981 3216.598 3157.737 3082.296 3130.380 3588.828 4198.157 4484.169 3947.793 3664.269 18 3298.671 3275.458 3241.468 3203.333 3246.442 3689.139 4257.018 4395.464 3995.877 3736.393 19 3348.412 3339.293 3330.173 3307.790 3339.293 3839.192 4313.391 4339.091 4086.240 3784.476 20 3493.490 3439.604 3413.904 3370.795 3455.355 4023.234 4324.997 4268.624 4122.717 3809.347 21 3498.464 3527.480 3471.107 3457.013 3588.828 4227.173 4227.173 4204.790 4018.260 3814.321 22 3502.610 3518.361 3511.729 3573.076 3772.870 4374.739 4086.240 4189.038 4061.369 3868.207 23 3507.584 3527.480 3557.325 3677.533 3922.923 4570.387 3913.804 4243.753 4198.157 4063.856 24 3566.444 3568.931 3612.040 3754.632 4086.240 4729.559 3757.119 4216.396 4407.070 4411.216 25 3639.398 3634.424 3673.388 3836.705 4275.256 4681.476 3702.403 4232.147 4690.595 4358.987 26 3720.642 3704.890 3732.248 3893.907 4429.454 4529.765 3766.238 4270.282 5058.680 4331.630 27 3875.669 3780.331 3806.860 3934.529 4404.583 4254.531 3898.052 4243.753 4843.135 4259.505 28 4052.250 3888.933 3916.291 4007.483 4236.292 4236.292 4032.353 4164.168 4597.745 4306.759 29 4111.939 3986.757 3966.032 3995.877 4208.935 4208.935 4113.597 4054.737 4441.060 4377.226 30 4152.561 4109.452 4041.473 4063.856 4238.779 4313.391 4291.008 4113.597 4413.703 4252.044 31 4315.878 4227.173 4159.193 4179.919 4348.210 4527.278 4545.517 4254.531 4313.391 4216.396 32 4579.507 4320.852 4270.282 4302.614 4499.921 4377.226 4382.200 4377.226 4318.365 4245.412 33 4543.030 4400.438 4388.832 4402.096 4488.314 4514.014 4456.812 4470.905 4409.558 4334.117 34 4584.481 4511.527 4490.801 4524.791 4509.040 4520.646 4557.123 4561.268 4543.030 4420.335 35 4674.844 4627.590 4649.973 4715.466 4643.341 4659.093 4670.699 4665.725 4661.580 4549.662 36 4788.420 4784.275 4815.777 4908.628 4804.171 4819.922 4831.529 4800.026 4804.171 4683.963 37 4906.970 4935.985 4981.581 5104.276 4993.188 4974.949 4979.094 4960.856 4990.701 4827.384 38 5029.664 5126.660 5158.992 5292.464 5174.743 5143.240 5154.017 5131.634 5192.981 5002.307 39 5211.220 5299.925 5319.821 5472.361 5367.905 5322.309 5327.283 5310.702 5415.159 5177.230 40 5411.014 5499.719 5481.480 5687.906 5549.460 5506.351 5508.838 5474.848 5638.165 5411.014 41 5565.211 5665.523 5669.668 5881.068 5754.228 5740.135 5711.119 5644.797 5939.928 5629.046 42 5801.482 5860.343 5892.674 6058.478 5960.654 5976.405 5929.151 5887.700 6135.577 5831.327 43 6010.395 6070.085 6113.194 6246.666 6185.318 6199.412 6167.080 6156.303 6380.967 6051.846 44 6260.759 6224.282 6337.858 6433.195 6448.947 6412.470 6387.599 6448.947 6642.108 6322.107 45 6369.361 6362.729 6537.652 6753.197 6734.959 6703.456 6619.725 6691.850 6943.872 6699.311 46 6533.507 6587.393 6725.839 7096.411 6991.955 7012.680 6814.545 6846.876 7239.832 7221.593 47 6841.902 6896.618 6851.021 7378.278 7114.650 7432.994 6987.810 7105.531 7575.585 7820.975 48 7345.946 7357.553 7050.815 7748.021 7139.520 7780.353 7225.739 7503.460 8029.888 8679.840 49 7678.383 7703.254 7151.127 8255.381 7209.987 8168.334 7507.605 7839.213 8354.864 9828.861 50 7891.442 7927.918 7069.054 8545.538 7248.951 8516.523 7752.995 7896.416 8486.678 10447.310 51 7737.244 8023.256 6846.876 8520.668 7425.532 9029.686 8019.111 7839.213 8402.947 10444.823('1D 52 7464,496 7975.173 6746.565 8493.310 7757.140 9874.457 8464.294 7746.363 8100.355 10074.251'1 NOV 2 5 2013 Photometric Toolbox Professional Edition-Copyright 2002-2011 by Lighting Analysts, Inc. Page 3 Calculations based on published IES Methods and recommendations,values rounded for display purposes. Results derived from content of manufacturers photometric file. i • IES ROAD REPORT PHOTOMETRIC FILENAME : WLS-FVR-SR-775-NW-PSMH-FG.IES CANDELA TABULATION - (Cont.) 53 7078.173 7791.959 6708.430 8382.221 8280.252 10831.1478929.375 7680.041 7989.266 9570.207 54 6742.420 7771.234 6662.834 8343.258 8532.274 11828.4589754.250 7752.995 7780.353 9136.630 55 6501.175 8032.375 6489.569 8511.549 8986.577 12834.88810662.8567775.379 7771.234 9070.308 56 6378.480 7759.627 6378.480 9265.957 9974.769 14661.21911530.8407952.789 7986.779 9340.569 57 6482.937 7664.290 6323.765 10585.75711900.58216782.68112818.30::238.801 8800.048 9813.110 58 7160.246 8148.438 6810.399 12645.87114163.80718302.27513952.4078729.581 9294.973 10333.735 59 8363.983 9190.516 8159.215 14250.02516657.49919263.10915519.2559740.985 10260.78111064.930 60 10036.11611534.98510297.25816325.89119315.33820548.91917414.39510788.03811952.81112941.003 61 12657.47814618.11011264.72416751.17920928.61020887.15919136.26911864.93513910.95616355.736 62 15192.62116123.61012302.65718298.13022838.67321825.61020649.23114376.86518166.31622323.022 63 15597.18317866.21114313.03120426.22425542.10723209.24521948.30516282.78220221.45625469.153 64 16282.78219969.43415628.68521039.69926282.42223108.93322738.36117396.15621280.11528876.425 65 16936.87920616.89916191.59020560.52625984.80422643.02423061.67918367.76822268.30731175.298 66 17109.31520771.09716257.91219885.70325644.07622429.96623142.92319394.92323006.96431350.221 67 16964.23720430.36916267.03119238.23924821.68921846.33622773.18019778.76022089.23930966.385 68 16455.21819981.04115598.84118327.14623970.28520803.42822372.76319599.69121598.45930560.165 69 15610.44719342.69515015.21117786.62522604.88920021.66321784.98819404.04321062.08329489.900 70 13838.83118286.52414204.42916960.09220727.98818631.39621039.69918990.36220124.46127710.823 71 12166.69817084.44512977.47915526.71618474.71115985,16420337.51918367.76818872.64125530.501 72 10849.38515496.87111675.91813949.92015708.27113513.85519374.19817546.20917032.21622992.870 73 9609.171 13597.58610072.59312713.85113027.22110948.86718192.84416507.44715033.44919956.170 74 8404.605 11482.7568225.537 11219.12810344.5128532.274 17016.46515426.40512968.36016337.498 75 7050.815 9170.619 6492.056 9879.432 7700.767 6419.931 15912.21013915.93010676.12012927.738 76 5856.197 6942.214 5131.634 8993.209 5674.642 4811.632 14667.85112016.6458473,414 9670.519 77 5178.888 5356.298 4070.488 8019.111 4095.359 3334.319 13134.16410233.4236353.609 6503.662 78 4733.704 3763.751 3016.804 6955.478 2864.264 2271.515 11494.3638702.223 4934.327 4420.335 79 3952.767 2773.901 2510.273 5876.923 2262.396 1735.139 10119.8477442.113 3650.175 2921.467 80 3039.187 2305.505 2153.794 4963.343 1751.719 1344.670 6549.258 6262.417 2698.460 2312.137 81 2498.666 1894.311 1715.242 4227.173 1415.137 1081.042 6383.454 5318.163 2144.675 1894.311 82 2058.457 1526.226 1356.277 3500.123 1178.866 901,974 5992.157 4497.434 1762.497 1549.438 83 1690.372 1315.655 1027.156 2719.186 915.238 708.812 4813.290 3609.553 1544.464 1285.810 84 1294.929 1149.022 808.295 2060.115 708.812 574.511 3775.357 2793.797 1301.561 1101.768 85 921.870 1006.430 579.485 1451.614 586.117 451.816 2623.848 1874.414 938.451 887.880 86 663.216 785.911 408.707 935.964 460.935 344.872 1524.568 1090.161 660.729 633.371 87 472.541 490.780 304.250 506.531 324.976 261.141 852.233 597.723 447.671 433.577 88 318.344 286.012 206.426 254.509 202.281 188.188 413.681 336.582 258.654 281.867 89 154,198 143.420 129.327 143.420 138.446 126.840 184.042 188.188 145.079 168.291 90 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Vert. Horizontal Angles Angles 50 55 60 65 70 75 80 85 90 0 3912.975 3912.975 3912.975 3912.975 3912.975 3912.975 3912.975 3912.975 3912.975 1 3947.793 3941.161 3947.793 3946.135 3929.555 3922.923 3913.804 3927.897 3929.555 2 3955.255 3955.255 3950.280 3947.793 3932.042 3925.410 3922.923 3920.436 3934.529 3 3934.529 3941.161 3938.674 3932.042 3922.923 3911.316 3916.291 3913.804 3925.410 4 3888.933 3900.539 3909.658 3907.171 3909.658 3902.197 3902.197 3900.539 3893.907 5 3750.487 3780.331 3805.202 3820.953 3848.311 3849.969 3861.575 3857.430 3852.456 6 3652.662 3670.901 3691.626 3702.403 3732.248 3716.497 3725.616 3725.616 3725.616 7 3489.345 3505.097 3536.599 3553.180 3596.289 3597.947 3588.828 3566.444 3561.470 �n 8 3391.521 3394.008 3404.785 3389.034 3400.640 3357.531 3332.660 3321.054 3302.816•..SUBMi l l RECD 9 3394.008 3386.547 3373.282 3326.028 3264.681 3182.608 3123.747 3082.296 3066.545 10 3395.666 3375.770 3350.899 3300.329 3212.453 3143.644 3059.913 2980.327 2962.089 NOV 2 5 2013 11 3407.272 3366.650 3348.412 3268.826 3185.095 3114.628 3032.555 3011.830 3016.804 12 3416.392 3352.557 3369.137 3300.329 3191.727 3137.012 3084.784 3098.048 3093.903 13 3477.739 3434.630 3480.226 3364.163 3234.836 3155.250 3191.727 3209.966 3212.453 Photometric Toolbox Professional Edition-Copyright 2002-2011 by Lighting Analysts, Inc. Page 4 Calculations based on published IES Methods and recommendations,values rounded for display purposes. Results derived from content of manufacturers photometric file. • Y . • IES ROAD REPORT PHOTOMETRIC FILENAME : WLS-FVR-SR-775-NW-PSMH-FG.IES CANDELA TABULATION - (Cont.) 14 3591.315 3559.812 3616.185 3413.904 3248.100 3225.717 3280.432 3305.303 3316.909 15 3745.512 3736.393 3728.103 3484.371 3262.194 3323.541 3357.531 3370.795 3379.915 16 3666.756 3777.844 3832.560 3616.185 3360.018 3430.485 3498.464 3539.086 3557.325 17 3609.553 3854.943 3875.669 3728.103 3500.123 3596.289 3728.103 3811.834 3806.860 18 3646,030 3927.897 3986.757 3780.331 3607.066 3711.523 3975.151 4111.939 4352.355 19 3714.010 3947.793 4072.975 3806.860 3704.890 3714.010 4015.773 4339.091 4533.911 20 3784.476 3986.757 4111.939 3920.436 3750.487 3675.046 3820.953 4048.105 4070.488 21 3772.870 3959.400 4077.120 3961.887 3802.715 3666.756 3716.497 3754.632 3720.642 22 3870.694 4029.866 4045.618 4018.260 3918.778 3741.367 3728.103 3793.596 3752.974 23 4104.478 4232.147 3966.032 4145.929 4173.287 3920.436 3793.596 3825.098 3820.953 24 4493.289 4417.848 3909.658 4388.832 4456.812 4063.856 3879.814 3870.694 3888.933 25 4615.983 4592.771 3823.440 4732.046 5236.090 4309.246 3966.032 3866.549 3852.456 26 4472.563 4627.590 3797.741 4588.626 5381.169 4254.531 3956.913 3845.824 3743.854 27 4216.396 4511.527 3929.555 4223.028 4926.866 4045.618 3909.658 3830.073 3815.979 28 4000.022 4284.375 4048.105 4086.240 4077.120 4023.234 3961.887 3946.135 3947.793 29 4032.353 4052.250 4093.701 4106.965 4048.105 4014.115 4045.618 4054.737 4097.846 30 4091.214 4136.810 4247.899 4161.681 4136.810 4097.846 4138.468 4173.287 4174.945 31 4182.406 4245.412 4416.190 4247.899 4216.396 4189.038 4213.909 4270.282 4275.256 32 4266.137 4379.713 4322.510 4313.391 4304.272 4279.401 4313.391 4370.594 4407.070 33 4320.852 4354.842 4373.081 4386,345 4407.070 4373.081 4416.190 4490.801 4529.765 34 4411.216 4438.573 4443.547 4472.563 4481.682 4493.289 4515.672 4588.626 4652.460 35 4518.159 4527.278 4532.252 4554.636 4600.232 4622.616 4643.341 4732.046 4802.513 36 4638.367 4638.367 4634.222 4679.818 4732.046 4751.943 4788.420 4926.866 4960.856 37 4785.933 4775.155 4767.694 4818.264 4872.980 4890.389 4947.591 5120.028 5165.624 38 4947.591 4920.234 4911.115 4942.617 5036.297 5049.561 5081.893 5340.547 5392.775 39 5129.147 5108.421 5097.644 5097.644 5181.375 5204.588 5251.842 5622.414 5656.404 40 5322.309 5292.464 5265.935 5299.925 5328.941 5358.785 5467.387 5926.664 6046.872 41 5510.496 5474.848 5426,765 5454,123 5445.004 5483.967 5656.404 6208.531 6123.971 42 5697.026 5674.642 5592.569 5629.046 5606.662 5660.549 5933.296 6387.599 6323.765 43 5908.426 5886.042 5742.622 5745.109 5769.979 5912.571 6280.656 6594.854 6519.413 44 6190.293 6148.842 5924,177 5929.151 5990.499 6219.308 6630.502 6819.519 6896.618 45 6535.165 6494.543 6194.438 6148.842 6298.894 6676.098 6991.955 7127.914 7259.728 46 6869.260 6758.171 6469.672 6451.434 6669.466 7319.418 7418.900 7571.440 7841.700 47 7264.702 7093.924 6778.068 6841.902 7075.686 7989.266 7730.612 8164.189 8504.916 48 7634.445 7685.016 7166.878 7250.609 7451.232 8538.906 7993.411 8732.068 9186.371 49 7875.690 8054.759 7480.248 7589.678 7532.476 8664.088 8007.504 9111.759 9767.514 50 7900.561 8189.060 7553.201 7805.224 7403.149 8499.942 7801.078 9165.645 9508.860 51 7816.830 8152.583 7746.363 8179.941 7330.195 8345.745 7443.771 8993.209 8972.484 52 7593.823 7930.406 8082.116 8829.892 7480.248 8182.428 7092.266 8711.342 8477.559 53 7495.999 7898.074 8548.025 9517.979 7670.922 7927.918 6792.161 8425.330 7909.680 54 7575.585 7816.830 9211.241 10803.7898198.179 7784.498 6487.911 8179.941 7373.304 55 7861.597 7675.896 10299.74512455.1978747.819 7750.508 6403.351 7961.908 7101.386 56 8307.610 7416.413 12007.52614495.4158931.862 7830.094 6558.377 7836.726 7050.815 57 8482.533 7298.692 13777.48416662.4739367.926 8091.235 6694.337 7648.539 7246.464 58 9018.080 7282.941 15712.41718304.76210982.8579379.533 6608.119 7741.389 8091.235 59 9572.694 8039.007 17434.29119796.99813944.94611709.9087055.789 8152.583 8918.597 60 10063.4749382.020 18777.30421330.68517443.41014190.3368611.860 9449.999 9895,183 61 12102.86310674.46220238.03723497.74422064.36818222.68911230.73412007.52611003.583 62 14744.95012157.57921166.53923970.28524551.428 20392.23514610.64915926.30413238.621 63 64 20950.99416139.36222807.1170217727.78626586.672211144.15616339.98519653.57816396.35 i.� l� �, �f��. I 65 21739.39217116.77622856.91120435.34427059.21421455.03816969.21119704.14816478.431 66 22068.51318027,04022807.17018918.23726463.97721432.65517157.39819898.96816537.291\1OV 2 5 2013 67 21939.18 618615.64522915.77117475.74225614.23220503.32316698.12119906.42916727.966 68 21400.32319199.27522861.05616301.02124290.28719076.58016291.90119268.08316519.053 69 20810.06119088.18622747.48015217.49222807.17017993.05115331.06718468.07915696.665 Photometric Toolbox Professional Edition-Copyright 2002-2011 by Lighting Analysts, Inc. Page 5 Calculations based on published IES Methods and recommendations,values rounded for display purposes. Results derived from content of manufacturers photometric file. i • IES ROAD REPORT PHOTOMETRIC FILENAME : WLS-FVR-SR-775-NW-PSMH-FG.IES CANDELA TABULATION - (Cont.) 70 19942.07718797.20022197.84014017.90020496.69116839.05514109.09217484.86114324.637 71 18729.22017977.29921718.66712695.61317445.89715328.58012639.23916251.28012943.490 72 17280.09316925.27321089.44011137.88414615.62313513.85510996.95114397.59111507.627 73 15508.47815683.40119990.1609429.274 12101.20511755.5049309.066 12277.78710517.777 74 13213.75014497.07318499.5827927.918 9765.856 10060.9877707.399 10144.7189836.323 75 10815.39512893.74816857.2936076.717 7512.579 8468.440 6258.272 7971.028 9036.318 76 8470.927 11123.79115098.9424113.597 5221.997 6943.872 4815.777 5901.794 8087.090 77 6194.438 9865.338 13656.4472991.933 3578.050 6051.846 3302.816 3920.436 6687.705 78 4352.355 8102.842 12436.9582439.806 2986.959 5383.656 2732.450 2750.688 5192.981 79 3105.509 6494.543 11350.9421987.990 2448.925 4588.626 2323.743 2207.680 4211.422 80 2346.956 5399.407 6593.196 1560.216 1871.927 4104.478 1810.580 1771.616 3357.531 81 1921.668 4592.771 6538.481 1185.499 1526.226 3529.967 1374.515 1467.365 2612.242 82 1633.169 3911.316 6485.424 867.984 1187.986 2980.327 1071.923 1271.717 1939.907 83 1455.759 3266.339 5660.549 702.180 999.798 2468.822 904.461 1160.628 1444.982 84 1237.727 2419.080 4208.935 549.640 763.527 1905.917 729.538 1122.493 1095.135 85 969.953 1424.256 2594.004 441.039 583.630 1417.624 588.604 988.192 840.626 86 742.802 808.295 1369.541 344.872 415.339 844.771 417.826 729.538 554.614 87 463.422 451.816 659.071 249.535 258.654 353.992 275.235 411.194 358.966 88 290.986 240.416 297.618 181.555 179.068 206.426 165.804 231.297 249.535 89 150.053 134.301 134.301 122.695 122.695 129.327 113.576 122.695 126.840 90 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0000 PRE-SU8MTJA RECD Nov 2 5 2013 Photometric Toolbox Professional Edition-Copyright 2002-2011 by Lighting Analysts. Inc. Page 6 Calculations based on published IES Methods and recommendations,values rounded for display purposes. Results derived from content of manufacturers photometric file. • • IES ROAD REPORT PHOTOMETRIC FILENAME : WLS-FVR-SR-775-NW-PSMH-FG,IES COEFFICIENTS OF UTILIZATION 1.0 0.9 0.8 0.7 0.6 Coeff_ --- Of 1 Utiliz. 0.5 SS 0.4 — HS 0.3 0.2 I 0.1 0.0 0 1 2 3 4 5 Street Width/Mounting Height FLUX DISTRIBUTION Percent Lumens Of Lamp Downward Street Side 25849.7 39.2 Downward House Side 25849.7 39.2 Downward Total 51699.4 78.3 Upward Street Side 0.0 0.0 �s� 1 �� Upward House Side 0.0 0.0 1 i Upward Total 0.0 0.0 NOV 2 5 2013 Total Flux 51699.4 78.3 Photometric Toolbox Professional Edition-Copyright 2002-2011 by Lighting Analysts, Inc. Page 7 Calculations based on published IES Methods and recommendations,values rounded for display purposes. Results derived from content of manufacturers photometric file. • • IES ROAD REPORT PHOTOMETRIC FILENAME : WLS-FVR-SR-775-NW-PSMH-FG.IES POLAR GRAPH 1 T2351 11156 114■ 14 I I k Aro 8 : err-4 � I 74411", -, r 4111* Maximum Candela = 31350.221 Located At Horizontal Angle =45,Vertical Angle=66 # 1 -Vertical Plane Through Horizontal Angles (45 -225) (Through Max. Cd.) # 2 - Horizontal Cone Through Vertical Angle (66) (Through Max. Cd.) PRE-SUBM I1AI REC'D NOV 252013 Photometric Toolbox Professional Edition-Copyright 2002-2011 by Lighting Analysts, Inc. Page 8 Calculations based on published IES Methods and recommendations,values rounded for display purposes. Results derived from content of manufacturers photometric file. • • ! IES ROAD REPORT PHOTOMETRIC FILENAME : WLS-FVR-SR-775-NW-PSMH-FG.IES ISOFOOTCANDLE LINES OF HORIZONTAL ILLUMINANCE 3 • .5 2 I House Side 0 r I Street Side 1 : 1 • 1.75 ; • 2 -- 2.75 3 • 4 5 0 1 2 2.25 3 3.75 4 5 6 7 Distance In Units Of Mounting Height Values Based On 45 Foot Mounting Height 1/2 Maximum Candela Trace Shown As Dashed Curve (+) = Maximum Candela Point PRE-SUBMITTAL REC'D NOV 2 5 2013 Photometric Toolbox Professional Edition-Copyright 2002-2011 by Lighting Analysts, Inc. Page 9 Calculations based on published IES Methods and recommendations,values rounded for display purposes. Results derived from content of manufacturers photometric file. • • IES ROAD REPORT PHOTOMETRIC FILENAME : WLS-FVR-SR-775-NW-PSMH-FG.IES LUMINAIRE CLASSIFICATION SYSTEM (LCS) GRAPH Luminaire Lumens Uplight 15 11 756. 100 3 : 100 90 - 90 80 80 . Ad"' 111P sa 11, 60 30 30 Back 0 Front Luminaire Lumens: Front: Low=1617.9, Medium=8385.6, High=15131.4,Very High=714.9 .s� �`j � t{ r Back: Low=1617.9, Medium=8385.6, High=15131.4, Very High=714.9 iV� Uplight: Low=0.0, High=0.0 NOV 2 5 2013 BUG Rating : B5-U0-G5 Photometric Toolbox Professional Edition-Copyright 2002-2011 by Lighting Analysts,Inc. Page 10 Calculations based on published IES Methods and recommendations,values rounded for display purposes. Results derived from content of manufacturers photometric file.