HomeMy WebLinkAboutPacket, Pre PLANNER 5/27/2021Pre -Submittal Meeting
Development and Public Works Department
Reem 61
PRE -SUBMITTAL MEETING DATE:
Friday, June 4, 2021
11:00 a.m. - 12:00 p.m.
DPW /^....L......nee Room 616
Pre -Submittal (Site Plan Major Mod) #811 -21 -000124 -PRE 811-21-000125-PROJ BRFI Gateway
Assessor's Map: 17-03-22-00 TL: 2305
Address: 2730 Gateway St
Existing Use: Vacant
Applicant has submitted plans for new surface parking lot at SW corner of existing mall
site.
Planner: Andy Limbird
Meeting: Friday, June 4, 2021 11:00 — 12:00 via MS Teams
City of Springfield
Development & Public Works
225 Fifth Street
Springfield, OR 97477
Site Plan Review
SPRINGFIELD
W 0#/
111-
Site Plan Review Pre -Submittal: ElMa'or Site Plan Modification Pre -Submittal, X❑
Site Plan Review Submittal: ❑ Ma'or Site Plan Modification Submittal: ❑
Required Project Information (Applicant. complete this section)
Applicant Name: Bo Cromelin Phone: 310-857-4291
Company: BRFI Gateway, LLC
Email: Bo@balboaretaii.com
Address: 11611 San Vincente Boulevard, Suite 900, Los Angeles, CA 900049
Applicant's Re .:Geoff Larsen PE
I Phone: 503-601-5968
Company: Mazzetti / BHEGrou
lEmail:glarsen@mazzeth.com
Address: 940 Willamette St, Suite 310, Eugene, OR 97401
Property Owner: See Below
Phone: 310-857-4291
Company: BRFI Gateway, LLC
Email: Bo@balboaretail.com
Address: 11611 San Vincente Boulevard, Suite 900, Los Angeles, CA 900049
ASSESSOR'S MAP NO: 1703220
1 TAX LOT NO(S): 2305
Property Address: 2730 Gateway St, Springfield, OR 97477
Size of Property: 5.96 Acres X]Square Feet ElN/A
Proposed no. of
Proposed Name of Project: Shoppes at Gateway - Southwest Parking Lot Addition
Description of If you are filling in this form by hand, please attach your proposal description to this application.
Proposal: Refer to attached written statement.
Existing Use:Shopping center/ mall
New Impervious Surface Coverage (Including Bldg. Gross Floor Area): 21,450 sf
Si natures: Please sign and Drint Mour name and date in the acicirociriate
Required Project Information (City Intake Staff.,
Associated Applications:
box on the next pace.
complete this section)
Signs:
Pre -Sub Case No.:
Date:
Reviewed by:
Case No.:
Date:
Reviewed by:
Application Fee: $
Technical Fee: $
Posta a Fee: $
TOTAL FEES: $
I PROJECT NUMBER:
Revised 1/7/14 Id 1 of 11
DEVELOPMENT AND PUBLIC WORKS
SPRINGFIELD
225 FIFTH STREET
OREGON SPRINGFIELD, OR 97477
PHONE: 541.726.3753
FAX: 541.726.1021
www.spdrygfialdor.gov
STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK
----------- — (Area below this b'sefdled out by Applicant) __—
(Please return to Clayton MEachern @ City ofSprtngiiield Development and Public Works, Fan # 736-1021, Phone # 736-1036),
enwd:cnae�lern@sprirtglleldor.gov
Project Name:
Applicant:
Assessors Parcel #:
Date:
Land Use(s):
Phone #:
Project Size (Acres):
Fax #:
Approx. Impervious Area:
Email:
Project Description (Include a copy of Assessor's map):
Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary:
Proposed Stormwater Best Management Practices:
(Area below this line /'died outby the City andReturned m the Aaabeand
(At a nurumuan, all boxes checked by the City on the front and backoftlus sheet shall be subnutted
or on application to be coaWletefor subnuttal, afthough other requirements n be recess
Drainage Study Type (EDSPM Section 4.03.2): (Note, UH may be substituted for Rational Method)
❑ Small Site Study—(use Rational Method for calculations)
❑ Mid -Level Development Study— (use Unit Hydrograph Method for calculations)
❑ Full Drainage Development Study— (use Unit Hydrograph Method for calculations)
Environmental Considerations:
❑ Wellhead Zone:
❑ Wedand/Riparian:
❑ Soil Type:
Downstream Analysis:
❑ N/A
❑ Flow line for starting water surface elevation:
❑ Design HGL to use for starting water surface elevation:
❑ Manhole/Junction to take analysis to:
❑ Hillside Development:
❑ Floodway/Floodplain:
❑ Other Jurisdictions
Return to Clayton McEachem @ City of Springfield, email: cmceachem@springfeAd-or,gov, FAX., (541) 736-1021
COMPLETE STUDY ITEMS
r Baredupon the tnfor nation provided on tie front ofdds sheet, the follou>ing represents a ndndnnou of uvh w it merkdfor on
application to be complete for subnddal with respect to drainage; however, this list should not be used in lieu ofde Sprirgtield
Development Cork (SDC) or the City's Engineering Design A3mma1. Connpltance with these requirements does not constitute site
appromol, Adebooml site specific information nary be required Note: Upon scoping sheet subndttal, ensure completedfornu has been
signed in the spare provickel below:
Interim Design Standards/Water Quality (EDSPM Chapter 3
Req'd N/A
❑ ❑ All non -building rooftop (NBR) impervious surfaces shall be pre-treated (e. g. multi-chambered catchbasin w/oil filtration
media) for stonmvater quality. Additionally, aminimum of 50% of the NBR impervious surface shall be treated by
vegetated methods.
❑ ❑ Where required, vegetative stommwater design shall be consistent with design standards (EDSPM Section 3.02), set forth
in Chapter 2 of the Eugene Stormrmer Management Manual.
❑ ❑ For new NBR impervious area less than 15,000 square feet, a simplified design approach may be followed as specified
by the Eugene Stomrmvater Management Manual (Sec2A.1).
❑ ❑ If a stormrmer treatment Swale is proposed, submit calculations/specifications for sizing, velocity, flow, side slopes,
bottom slope, and seed mix consistent with City of Springfield or Eugene's Stomrmvater Management Manual.
❑ Water Quality calculations as required in Section 3.03.1 of the EDSPM.
All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall
be provided with secondary containment or weather resistant enclosure.
❑ n Design of Stoma Systems (EDSPM Section 4.04).
❑ ❑ Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set
❑ ❑ Minimum pipe cover shall be 15 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or
proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 50,000 lb load
without failure of the pipe structure.
❑ ❑ Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP. All stoma pipes shall be designed to
Other/Miscethmeous
❑
Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon.
Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site
❑
A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map.
drains.
❑
Calculations showing system capacity for a 2 -year stoma event and overflow effects of a 25 -year stoma event
Private stommwater easements shall be clearly depicted on plans when private stommater flows from one property to
The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins.
Review ofDownstream System EDSPM Section 4.03A.0
❑
A downstream drainage analysis as described in EDSPM Section 4.03A.C. On-site drainage shall be governed by the
Oregon Plumbing Specialty Code (OPSC).
❑
❑
Elevations of the HGL and flow lines for both city and private systems where applicable.
❑ n Design of Stoma Systems (EDSPM Section 4.04).
❑ ❑ Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set
❑ ❑ Minimum pipe cover shall be 15 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or
proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 50,000 lb load
without failure of the pipe structure.
❑ ❑ Manning's "n" values for pipes shall be consistent with Table 4-1 of the EDSP. All stoma pipes shall be designed to
Other/Miscethmeous
❑
Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site
drains.
❑
Private stommwater easements shall be clearly depicted on plans when private stommater flows from one property to
another.
❑
Drywells shall not receive runoff from any surface w/o being treated by one or more BMPs, with the exception of
residential building roofs (EDSP Section 3.03A A). Additional provisions apply to this as required by the DEQ. Refer to
thewebsite: him/Avww.deo.state.or.ushvo/uic/uic.htm for more infomuation.
❑
Detention ponds shall be designed to limit runoff to pre -development rates for the 2 through 25 -year storm events.
*Thisform simU be inchukd m nn Nhuhmen5 inside the frontcover, ofthe stormnsder shady.
* IAWORTANT..- ENGINEER PLEASE READ BEEOWAND SIGN'
As the engineer of record, I hereby certify the above required items are complete and included with the submitted stommater study
and plan set. Signature Date
Form Version 5: June 2015
SHOPPES AT GATEWAY
SOUTHWEST PARKING LOT ADDITION
3000 Gateway Street
Springfield, OR
Site Plan Review - Major Modification Pre -Submittal Application
M-ry%1. "-21
Prepared for:
BRFI Gateway, LLC
11611 San Vincente Boulevard, Suite 900
Los Angeles, CA 900049
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Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021
Site Plan Review— Major Modification Pre -Submittal Application
Contents
A. Location and Property Information..................................................................................... 3
B. Existing Development Agreement and Site Use................................................................. 4
C. Proposed Modifications and Site Use................................................................................. 4
IV. APPROVAL CRITERIA..................................................................................................... 5
A. Compliance with Zoning Requirements: ............................................................................ 5
B. Maintaining Adequate Capacity in Public and Private Facilities :...................................... 5
C. Compliance with Applicable Design and Construction Standards :.................................... 5
D. Compliance with Parking and Ingress -Egress Standards :.................................................. 6
E. Protection of Physical Features:.......................................................................................... 6
V. COMPLIANCE WITH SPRINGFIELD DEVELOPMENT CODE ................................... 6
A. Section 3.2-300 - Commercial Zoning Districts................................................................. 6
3.2.310 Schedule of Use Categories................................................................................... 6
3.2.315 Base Zone Development Standards....................................................................... 7
B. Section 3.3-200 - Drinking Water Protection Overlay District .......................................... 7
3.3-220 Time of Travel Zones............................................................................................. 7
3.3-225 Review...................................................................................................................7
3.3-235 Standardsfor 11vadousMaterials within Time of Travel Zones........................7
C. Section 3.3-400 Floodplain Overlay District...................................................................... 8
3.3-410 Applicability ..........................................................................................................8
D. Section 4.2-100 - Infrastructure Standards - Transportation .............................................. 8
4.2-105 Public Streets......................................................................................................... 8
4.2-110 Private Streets.......................................................................................................8
4.2-115 Block Length..........................................................................................................8
4.2-120 Site Access and Driveways....................................................................................8
4.2-125 Intersections.......................................................................................................... 8
4.2-130 Vision Clearance...................................................................................................8
4.2-135 Sidewalks...............................................................................................................8
4.2-140 Street Trees ............................................................................................................9
AZZETTI � E3HEGroup
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940 Wlaam tte Street Supe 310, Eugene, OR 97401
Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021
Site Plan Review— Major Modification Pre -Submittal Application
5.17-120 Submittal Requirements....................................................................................... 12
A.
4.2-145 Street Lighting.......................................................................................................9
Required — Permitted Parking Space Calculation ..........................................
16
4.2-150 Multi -Use Paths.....................................................................................................9
Exhibit B:
Deed and ALTA Survey.................................................................................
4.2-160 Accessways............................................................................................................9
C.
E.
Section 4.3-100 - Infrastructure Standards - Utilities.........................................................
9
D.
4.3-105 Sanitary Sewers.....................................................................................................
9
19
4.3-110 StormwaterManagement......................................................................................9
Exhibit E:
Geotechnical Investigation.............................................................................
4.3-115,4.3-117 Water Quality Protection, Natural Resource Protection Areas ..............
10
Exhibit F:
4.3-120 Utility Provider Coordination.............................................................................
10
G.
4.3-125 Underground Placement of Utilities ...................................................................
10
22
4.3-130 Water Service and Fire Protection.....................................................................
10
ALTA Survey.................................................................................................
4.3-135 Major Electrical Power Transmission Lines ......................................................
11
Exhibit I:
4.3-140 Public Easements................................................................................................
11
4.3-145 Wireless Telecommunications System (WTS) Facilities .....................................
11
F.
Section 4.4 - Landscaping, Screening and Fence Standards .............................................
11
4.4-105 Landscaping........................................................................................................
11
4.4-110 Screening.............................................................................................................
11
4.4-115 Fences..................................................................................................................
11
G.
Section 4.5-100 - On -Site Lighting Standards..................................................................
11
4.5-110 Illumination and Height......................................................................................
11
H.
Section 4.6-100 - Vehicle Parking, Loading and Bicycle Parking Standards ..................
12
4.6-115 Vehicle Parking -ParkingLotDesign ................................................................
12
4.6-120 Vehicle Parking -ParkingLotImprovements .....................................................
12
4.6-125 Vehicle Parking- Parking Space Requirements .................................................
12
4.6-135 Loading Areas -Facility Design and Improvements ..........................................
12
4.6-145,150,&155 Bicycle Parking -Facility Design .....................................................
12
I.
Section 5.17-100 - Site Plan Review................................................................................
12
5.17-120 Submittal Requirements....................................................................................... 12
A.
Exhibit A:
Required — Permitted Parking Space Calculation ..........................................
16
B.
Exhibit B:
Deed and ALTA Survey.................................................................................
17
C.
Exhibit C:
Reduced Scale Site Map.................................................................................
18
D.
Exhibit D:
Proposed Lighting Cut-Sheets........................................................................
19
E.
Exhibit E:
Geotechnical Investigation.............................................................................
20
F.
Exhibit F:
Stormwater Management Summary ...............................................................
21
G.
Exhibit G:
Stormwater Scoping Sheet.............................................................................
22
H.
Exhibit H:
ALTA Survey.................................................................................................
23
I.
Exhibit I:
Assessor's Map................................................................................................
24
0
MAZZETTI � 13HEGroup
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940 wiWamette Street Suite 310, Eugene, OR 97401
Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021
Site Plan Review— Major Modification Pre -Submittal Application
I. INTRODUCTION
A. General Information
Owner and Applicant:
BRFI Gateway, LLC
Owner's Contact Information.
Bo Cromelin
11611 San Vincente Boulevard, Suite 900, Los Angeles, CA 900049
(310)857-4291
Bo@balboaretail.com
Applicants Representative:
M=etti / BHEGroup
940 Willamette St, Suite 310, Eugene, OR 97401
(541)686-8478
Contact: Geoff Larsen, P.E.
GLarsen@ma etti.com
B. Protect Summary
BRFI Gateway, LLC, is proposing a new surface parking lot at the southwest corner of the
Mall site, located west of the Walmart building. This new parking area will include
approximately 92 additional compact parking spaces.
IL LAND USE REQUEST
The applicant is requesting approval of a Site Plan Review Major Modification (SPRMM),
under the Type II land use process, for the project. The nature of the proposed
redevelopment and associated site plan is documented in this written statement, supporting
exhibits, and drawings. Section III, below, provides context and background information
for the existing and proposed development site and associated uses. Section IV, below,
provides specific information necessary to evaluate application approval criteria.
III. SITE INFORMATION
A. Location and Property Information
Location: The development site is located in the Gateway area of Springfield, bordered by
Gateway Street to the east, I-5 to the west, Harlow Road to the south, and commercial
property to the north.
proper :The development site is located within Tax 2109, 2200, 2218, 2219, 2300, 2307,
and 2305 of Lane County Assessor's Map 17-03-22. GGP-Gateway Mall L.L.C. owns all
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MAZZEN r 541686.8478
M BHEGroup 940 wiWametee Street Suite 310, Eugene, OR 97401
Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021
Site Plan Review— Major Modification Pre -Submittal Application
Tax Lots except Lot 2307, which is owned by Target Corporation. The site comprises
approximately 70 acres while the development area within the site comprises
approximately one acre. Refer to the Deeds and ALTA Survey in Exhibits B and H for
additional property information.
Floodplain: Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map
(FIRM) No. 41039CI I33F lists the site as "Zone V which is outside of the 500 -year
floodplain, and not within a special flood hazard area.
Soil Conditions: The National Resources Conservation Service (MRCS) Soil Survey
classifies the on-site soils as Courtney Gravelly Silty Clay Loam, Malabon Silty Clay
Loam, Malabon-Urban Land Complex, Salem Gravelly Silt Loam, and Salem -Urban Land
Complex. The approximate depth to groundwater is greater than 60 -inches.
B. Existing Development Agreement and Site Use
The existing Gateway Mall development was originally approved through a 1988 site plan
review and Disposition and Development Agreement (Joumal #88-44251). The site plan
has been subsequently modified several times to accommodate a new movie theater, anchor
stores, satellite building pads, site improvements, and public transit projects.
The most recent Site Plan Review Modifications were approved in 2014 and are
summarized as follows:
Type II Site Plan Review Major Modification (Case TYP213-00017): Included
removal of Movies 12 theater and reconfiguration of main mall building and
addition of satellite building pads east of the mall building. Approved was issued
on January 3, 2014.
Type I Site Plan Review Minor Modification (Case TYP114-00018): Included
reconfiguration of satellite building pads east of the mall building and relocation of
the covered walkway from the bus station. Approval was issued July 17, 2014.
Type I Site Plan Review Minor Modification (Case TYP114-00031): Incl need
father reconfiguration of the satellite building pads east of the mall building
Approval was issued December 11, 2014.
C. Proposed Modifications and Site Use
The currently proposed Major Modification request will modify the previous 2014 Major
Modification and SPRMM to expand the amount of available parking on the southwest
comer of the site. These proposed modifications will not alter the site use or generate
additional trips to or from the site. The proposed parking expansion is intended for use as
overflow parking for peak shopping days such as holidays.
w Mazzetti.cam
T 541686.8478
MAZZETTI E3HEGroup 940 wiWamette Street Suite 310, Eugene, 01797401
Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021
Site Plan Review— Major Modification Pre -Submittal Application
IV. APPROVAL CRITERIA
In accordance with Springfield Development Code (SDC) 5.17-125 (A) through (E), the
criteria for approval of the SPRMM application includes compliance with zoning
requirements, maintaining adequate capacity in public and private facilities, compliance
with applicable design and construction standards, compliance with parking and ingress -
egress standards, and protection of physical features. The findings presented below
document compliance with each of the approval criteria and applicable sections of the
SDC. This section is organized to follow the format of the applicable SDC Sections, which
are outlined in bold below, where included. The wording of the SDC is shown in italics
below, followed by the proposed findings of fact in normal text.
A. Compliance with Zoning Requirements:
The coning is consistent with the Metro Plan diagram, amllor the applicable Refinement
Plan diagram, Plan District map, and Conceptual Development Plan.
Findings: The development site is zoned and designated Community Commercial (CC)
according to the Springfield Zoning Map and adopted Gateway Refinement Plan. There
are no proposed changes to the zoning for this site. Refer to findings under SDC 3.2-300
for further discussion.
The existing I-5 corridor and the elevated Harlow Road to the south provide a visual buffer
between the proposed development site and the existing residential areas to the west and
south.
B. Maintaining Adequate Capacity in Public and Private Facilities:
Capacity requirements ofpublic andprivate facilities, including, but not limited to, water
and electricity, sanitary sewer and stormwater management facilities, and streets and
traffic safety controls shall not be exceeded and the public improvements shall be available
to serve the site at the time ofdevelopment, unless otherwise providedfor by this Code and
other applicable regulations. The Public Works Director or a utility provider shall
determine capacity issues.
Findings: The capacity of existing and proposed public and private facilities is expected to
be adequate for the proposed development. The proposed development does not alter the
site use, nor does it increase demand for public transportation, water, or sewer
infrastructure. Refer to findings for SDC 4.3-100 - Infrastructure Standards -Utilities,
below for further discussion about availability and capacity of public and private utilities.
Refer to findings for SDC 4.2-100 - Infrastructure Standards -Transportation, below, for
father discussion about availability and capacity for streets and traffic safety controls.
C. Compliance with Applicable Design and Construction Standards:
The proposed development shall comply with all applicable public andprivate design and
w ..mazzetti.mm
T 541686.8478
MAZZEM RHEGroup 940 wiWamette Street Suite 310, Eugene, OR 97401
Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021
Site Plan Review— Major Modification Pre -Submittal Application
consnuction standards contained in this Code and other applicable regulations
Findings: The proposed development will comply with the applicable design and
construction standards of the SDC and the Springfield Engineering Design and Procedures
Manual (EDSP). Refer to findings for SDC 3.2-300, 3.3-200, 3.3-400, 4.2-100, 4.3-100,
4.4-100, 4.5-100, 4.6-100, in Part IV below for specific standards.
D. Compliance with Parking and Ingress -Egress Standards:
Parking areas and ingress -egress points have been designed to: facilitate vehicular traffic,
bicycle and pedestrian safety to avoid congestion; provide connectivity within the
development area and to adjacent residential areas, transit stops, neighborhood activity
centers, and commercial, industrial andpublic areas, minimize driveways on arterial and
collector streets as specified in this Code or other applicable regulations and comply with
the ODOT access management standards for State highways.
Findings: The proposed development will not modify existing ingress -egress points and
onsite circulation routes for this site. Refer to the findings under SDC 4.2-100, below for
father discussion about compliance with ingress -egress and parking standards.
E. Protection of Physical Features:
Physical features, including, but not limited to: steep slopes with unstable soil or geologic
conditions, areas with susceptibility of flooding, significant clusters of trees and shrubs,
watercourses shown on the WQLW Map and their associated riparian areas, other
riparian areas and wetlands specified in Section 4.3-117, rock outcroppings; open spaces,
and areas of historic and/or archaeological significance, as may be specified in Section
3.3-900 or ORS 97.740-760, 358.905-955 and 390.235-240, shall be protected as specified
in this Code or in State or Federal law.
Findings: Physical features will not be impacted as a result of the proposed development.
Refer to findings under SDC 4.3-115 and 117, below, for further discussion.
V. COMPLIANCE WITH SPRINGFIELD DEVELOPMENT CODE
A. Section 3.2-300 - Commercial Zoning Districts
3.2.310 Schedule of Use Categories
Findings: The development is not proposing new uses complying with the
"Permitted Use" category for the CC district. Existing uses subject to "Special
Development Standards" in the CC district, may continue to function at their
current location or within a relocated space within the main Mall building. Such
uses may include existing automobile repair garages, automobile rentals, and
arcades.
w MazzettLmm
T 541686.8478
MAZZETTI RHEGroup 940 wiWamette Street Suite 310, Eugene, OR 97401
Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021
Site Plan Review— Major Modification Pre -Submittal Application
3.2.315 Base Zone Development Standards
Findings: Compliance with Base Zone Development Standards is summarized as
follows:
Lot Size and Frontage: The proposed development will have no impact on the lot
size or street frontage.
Building Setback: The proposed development will have no impact on building
setbacks.
Parking, Driveway, and Outdoor Storage Setback: The proposed development will
maintain a minimum setback distance of 5 -feet between the front, side, and rear
property lines and adjacent parking lots or interior access drives.
Maximum Building Heieh : The proposed development will have no impact on
building heights.
B. Section 3.3-200- Drinking Water Protection Overlav District
3.3-220 Time of Travel Zones
Findings: The property is located within the 10-20 year and 20-99 year time of
travel zones (TOTZ) as shown on the Site Plan — Overall drawing (Sheet C200).
The development area within the site is located outside of and beyond the 20-99
year time of travel zone.
3.3-225 Review
Findings: Per SDC 3.3-225(A)(2)(a) and (b), a Drinking Water Protection (DWP)
Overlay District Development Applicationis required when there is a change muse
that affects storage, use, and/or production of hazardous materials that pose a risk
to groundwater; or there is an increase in quantity of hazardous or other materials
that pose a risk to groundwater that are stored, used, and/or produced. Theproposed
development will not affect the storage, use, and or production of hazardous or
other materials that pose a risk to groundwater; nor will the development increase
the quantity of hazardous or other materials that pose a risk to groundwater that are
stored, used, and/or produced.
3.3-235 Standards for Hazardous Materials within Time of Travel Zones
Findings: The proposed development will not involve the storage, handling,
treatment, use, production, or keeping on the premises of more than 20 gallons of
hazardous materials that pose a risk to groundwater.
w Mazzetti.cam
T 541686.8478
MAZZETTI RHEGroup 940 wiWamette Street Suite 310, Eugene, OR 97401
Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021
Site Plan Review— Major Modification Pre -Submittal Application
C. Section 3.3-400 Floodplain Overlay District
3.3-410 Applicability
Findings: The Floodplain (FP) Overlay District applies to all areas of special flood
hazard. Federal Emergency Management Agency (FEMA) Flood Insurance Rate
Map (FIRM) No. 41039CI133F lists the site as "Zone X" which is outside of the
500 -year floodplain, and not within a special flood hazard area.
D. Section 4.2-100- Infrastructure Standards- Transportation
4.2-105 Public Streets
Findings: Since the proposed development does not include any new public streets,
the design standards stipulated in SDC 4.2-105 do not apply.
4.2-110 Private Streets
Findings: No new private streets are proposed with the development; therefore,
this section does not apply.
4.2-115 Block Length
Findings: The proposed development will not impact the alignment of any existing
public or private streets, nor are any new public or private streets proposed.
Therefore, this section does not apply.
4.2-120 Site Access and Driveways
Findings: The proposed development will impact any site access points or
driveways. Therefore, the standards of this section for new access points and
driveways do not apply.
4.2-125 Intersections
Findings: The development will not add or remove any public intersections.
Therefore, the standards of this section for new access points and driveways do not
apply.
4.2-130 Vision Clearance
Findings: The proposed development will not be constructing new streets or new
access points to existing streets. Therefore, the requirements of this section do not
apply.
4.2-135 Sidewalks
Findings: The development will not include new sidewalks within the public right-
of-way. Therefore, the requirements of this section do not apply.
w Mazzetti.cam
T 541686.8478
MAZZEM RHEGroup 940 WiWamette Street Suite 310, Eugene, OR 97401
Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021
Site Plan Review— Major Modification Pre -Submittal Application
4.2-140 Street Trees
Findings: The proposed development will not construct new public roadways and
does not impact existing street trees within the right of way. Therefore, the
requirements of this section do not apply.
4.2-145 Street Lighting
Findings: The proposed development will not construct new public roadways or
impact existing public street lighting. Therefore, the requirements of this section
do not apply.
4.2-150 Mufti -Use Paths
Findings: The proposed development will not abut or impact any existing or
proposed multi -use paths. Therefore, the requirements of this section do not apply.
4.2-160 Accessways
Findings: The proposed development will not abut or impact any existing or
proposed accessways. Therefore, the requirements of this section do not apply.
E. Section 4.3-100- Infrastructure Standards- Utilities
4.3-105 Sanitary Sewers
Findings: The proposed development will not include modifications to sanitary
sewers or modifications to site uses that will impact the demand on the existing
sanitary sewer infrastructure. Therefore, the requirements of this section do not
apply.
4.3-110 Stormwater Management
Findings: Stormwater runoff from the majority of existing development area is
collected through an existing closed -pipe system, draining to an existing public
open channel located along the west perimeter of the site. In addition to the closed -
pipe drainage system, a large area of existing parking lot along the western edge of
the property drains into the open channel through a series of curb openings. The
public open channel drains in a north to south direction and receives storm drainage
from both public and private outfalls. Refer to findings for SDC 4.3-115 below for
father discussion on these wetlands.
Stormwater Quantity: The proposed development will result in an increase in the
overall impervious surface within the project limits and will therefore increase the
overall stormwater runoff generated from the development area. The public storm
drain that the development area will discharge to is 48" in diameter. Per
coordination with City Staff on the previous redevelopment effort at the site,
stormwater quantity control is not required for this site. However, it should be
w ..mazzetti.mm
T 541686.8478
MAZZETTI RHEGroup 940 WiWamette Street Suite 310, Eugene, 01797401
Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021
Site Plan Review— Major Modification Pre -Submittal Application
noted that the proposed stormwater treatment facilities (see below) for the
development area will have an impact on peak runoff rates from the development
area.
Stormwater Treatment: The proposed development will include vegetated
stormwater treatment improvements, which will include vegetated rain gardens
located at east, west, and north sides of the proposed parking lot area. These rain
gardens will receive drainage from the majority of the new or redeveloped vehicular
non -building roof area. Where setback requirements from property lines cannot be
met, impermeable liners will be installed to meet the requirements of the City of
Eugene Stormwater Management Manual. The proposed stormwater treatment
facilities will be designed to meet the requirements of the City's stormwater quality
standards presented in Chapter 3 of the Engineering Design Standards and
Procedures Manual (EDSP).
Stormwater Point Source Pollution Control: The proposed development will not
include any of the activities listed under EDSP 3.02.4.A for point source pollution
control.
4.3-115,4.3-117 Water Quality Protection, Natural Resource Protection Areas
Findings: The open channel located along the west perimeter of the property and
north of the development area is identified in the Springfield Water Quality Limited
Watercourses Map as a Springfield Local Wetlands Inventory area and is also an
Army Corps of Engineers wetland mitigation site. The wetlands is not mapped as
a Water Quality Limited Watercourse. The current project does not propose any
site development within the existing wetlands. There are no applicable setbacks
for work adjacent to the wetlands as they are not designated as a Water Quality
Limited Resource.
4.3-120 Utility Provider Coordination
Findings: Per SDC 4.3-120, utility installations will be coordinated with the
serving utility provider and the developer will be responsible for the design,
installation, and cost of utility improvements.
4.3-125 Underground Placement of Utilities
Findings: Overhead utilities are not proposed for this development.
4.3-130 Water Service and Fire Protection
Findings: Modifications to the domestic water and fire protection services are not
proposed for this development.
w Mazzetti.cam
T 541686.8478
MAZZETTI RHEGroup 940 wiWamette Street Suite 310, Eugene, OR 97401
Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021
Site Plan Review— Major Modification Pre -Submittal Application
4.3-135 Major Electrical Power Transmission Lines
Findings: No modifications to major electrical power transmission lines are
anticipated; therefore this section does not apply.
4.3-140 Public Easements
Findings: No public easements are proposed for this development.
4.3-145 Wireless Telecommunications System (WTS) Facilities
Findings: The proposed development does not include construction of anew WTS
facility. Therefore, this section does not apply.
F. Section 4.4 - Landscaping. Screening and Fence Standards
4.4-105 Landscaping
Findings: All interior parking lot planting areas will meet requirements as specified
in Section 4.4-100 for specific planting and required square footage. All other
planting areas within the limits of work will meet requirements as specified in
Section 4.4-100(F) for specific planting type and mature height (2'/z' height
maximum). Where applicable to screen outdoor mechanical devices, a 6' height
evergreen hedge will be provided.
4.4-110 Screening
Findings: The proposed development will not include any site or building features
that require screening.
4.4-115 Fences
Findings: Proposed fencing for screening and other purposes will not exceed 6' in
height per table 4.4-1. Therefore, a separate construction permit will not be
required. Additionally, review under Discretionary Use procedure is not warranted.
G. Section 4.5100 - On -Site Lighting Standards
4.5-110 Illumination and Height
Findings: New LED pole mounted area lighting throughout the project site will be
firll cutoff and shielded to prevent sky glow and limit light trespass. The area will
be illuminated with minimal light levels needed to meet section 4.5-110 and that is
reasonable to provide both safety and security for users and to prevent unnecessary
light pollution. New pole mounted lighting will be mounted at 20'-0" above paved
surface. See sheet C201 for luminaire locations, quantities, and pole height
designation.
(Note for Pre Submittal Application: Photometric study and lighting plan are in
w ..mazzetti.mm
T 541686.8478
MAZZETTI 13HEGroup 940 wiWamette Street Suite 310, Eugene, OR 97401
Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021
Site Plan Review— Major Modification Pre -Submittal Application
progress. These will be provided for the tentative application submittal.
H. Section 4.6-100 - Vehicle Parking, Loading and Bicycle Parkins Standards
4.6-115 Vehicle Parking - Parking Lot Design
Findings: All parking spaces, aisle widths, striping, wheel stops, and bumper
overhangs comply with the dimensional requirements of SDC 4.6-115. An overall
parking space tabulation and typical parking stall dimensions and aisle widths can
be found on the Site Plan — Overall drawing (sheet C200) and on the Site Plan —
Development Area drawing (sheet C201).
4.6-120 Vehicle Parking - Parking Lot Improvements
Findings: All parking areas will be permanently and clearly marked on an asphalt
or concrete surface and will have adequate drainage to dispose of stormwater
runoff. Wheel bumpers will be installed where parking stalls front sidewalks and
landscaped areas except where those areas have been widened to account for
vehicle overhang. Though the entirety of the new parking stalls added by this
development will be compact, less than 30% of the overall parking spaces
throughout the entire mall will be compact.
4.6-125 Vehicle Parking - Parking Space Requirements
Findings: The subject site is a blend of eating and drinking establishments and
retail trades and services. The existing parking spaces at the site meet the mirumum
off-street parking standard for these uses and the proposed increase will not exceed
the maximum off-street parking count. Calculations for minimum required and
maximum allowed parking spaces are included in Exhibit A. The ALTA survey
(Exhibit H) for the entire site contains a tally of the existing standard, ADA and
compact parking spaces. The total number of compact spaces added with this
development is included on the Site Plan — Overall drawing (sheet C200).
4.6-135 Loading Areas- Facility Design and Improvements
Findings: The proposed development does not include new loading areas or impact
existing loading areas.
4.6-145, 150, & 155 Bicycle Parking - Facility Design
Findings: The proposed development does not include new bicycle parking or
modifications to existing bicycle parking facilities.
I. Section 5.17-100 - Site Plan Review
5.17-120 Submittal Requirements
Findings: The Site Plan Major Modification application has been prepared by an
w ..mazzetti.mm
T 541686.8478
MAZZEM RHEGroup 940 WiWamette Street Suite 310, Eugene, OR 97401
Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021
Site Plan Review— Major Modification Pre -Submittal Application
Oregon licensed Civil Engineer. Compliance with the submittal requirements of
this section are explained below:
A. The information required by SDC 5.17-120(A) is contained within the Site
Plan — Overall and Site Plan — Development Area drawings (Sheets C200
& C201) with the exception of Requirements 6, 8, 9 and 10; which do not
apply to this development as no modifications to buildings or employee
numbers are proposed and no property is being conveyed, dedicated, or
reserved.
B. The information required by SDC 5.17-120(B) is contained within the Site
Assessment of Existing Conditions drawing (Sheet C100) with the
exception of Requirement 6. There are no locally significant protected
wetlands or riparian areas present on or near the development area. Time
of Travel Zones are delineated on the Site Plan — Overall drawing (C200).
C. The information required by SDC 5.17-120(A) is contained within the Site
Plan — Overall and Site Plan — Development Area drawings (Sheets C200
& C201) with the following exceptions:
• Requirements 7 and 8 do not apply as the development does not
include and is not adjacent to existing off-street loading areas or
transit facilities.
• Requirement 9 does not apply, as no Right-of-way Approach Permit
is required.
• Requirement 10 does not apply as a Traffic Impact Study is not
required. The proposed development does not meet any of the
criteria listed in SDC 4.2-105.13.
D. The information required by SDC 5.17-120(D) is contained within the
Planting drawings.
• Requirement 1: All interior parking lot planting areas will meet
requirements as specified in Section 4.4-100 for specific planting
and required square footage. All other planting areas within the
limits of work will meet requirements as specified in Section 4.4-
100(F) for specific planting type and mature height (2'/z' height
maximum). Where applicable to screen outdoor mechanical devices,
a 6' height evergreen hedge will be provided.
• Requirement2: Plant material provided in rain garden facilities will
mitigate parking lot stormwater runoff and will meet planting
material and quantity requirements. The project includes 2,731 SF
of rain garden facilities.
• Requirement 3: All planting area to be provided with a permanent
w ..mazzetti.mm
T 541686.8478
MAZZETTI E3HEGroup 940 WiWamette Street Suite 310, Eugene, OR 97401
Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021
Site Plan Review— Major Modification Pre -Submittal Application
irrigation system.
Requirement 4: Not applicable. All trees within limit of work fall
under parking lot landscape standards in Section 4.4-110(F).
Requirement 5: All irrigation, trees and plant materials will be listed
and meet mimmum standards required. All trees and plant material
lists will include specific plant name, rrummum size, and plant type.
Topsoil specifications for planting areas, and material specifications
for rain garden facilities will also be provided.
Requirement 6: Planting areas and rain garden facilities are used
within the limit of work. Under the planting area requirements,
interior parking lot standards and general landscape standards will
be met. Rain garden facilities to be designed according to plant
material and quantity requirements. All rain garden facility
materials outside of plant material to be provided by Civil.
E. The information required by SDC 5.17-120(E) is contained within the Site
Plan — Overall drawing (Sheet C200) with the exception of Requirement 4.
Information satisfying Requirement 4 is contained within the Site Storm
Drain Plan drawing (Sheet C300).
F. The information required by SDC 5.17-120(F) is contained within the Site
Storm Drain Plan drawing (Sheet C300) and the Site Paving and Grading
Plan drawing (Sheet C400), with the exception of Requirement 1. The
proposed development does not alter roof drainage pattems.
G. SDC 5.17-120(G) does not apply to this development.
H. The information required by SDC 5.17-120(H) is contained within the Site
Plan — Development Area drawing (Sheet C201) and Section G above.
I. The information required by SDC 5.17-120(I) is contained within the
application as follows:
o Requirement 1. The required narrative description can be found in
Part I of this document.
o Requirement 2. The owner has signed the application.
o Requirement 3. The Site Plan — Overall drawing (Sheet C200)
serves as a vicinity map for the proposed development area.
o Requirement 4. Refer to the findings for SDC 3.3-200 in this
document.
o Requirement 5. No discretionary uses are planned for this site.
o Requirement 6. There is no proposed tree felling activities with this
development that would require a Tree Felling Permit.
;� www.mazzecti.cam
T 541686.8478
MAZZEM RHEGroup 940 WiWametee Street Suite 310, Eugene, OR 97401
Shoppes at Gateway — Southwest Parking Lot Addition May 18, 2021
Site Plan Review— Major Modification Pre -Submittal Application
o Requirement 7. No Annexation application is required for this
redevelopment.
o Requirement 8. Refer to the findings for SDC 4.3-117 in this
document.
o Requirement 9. Refer to the findings for SDC 4.3-117 in this
document.
Requirement 10. A Geotechnical Exploration of the development
site is included in Exhibit E.
P:A'100024 13 SA, Rn M,at Madificztra 140626 Tmt tare Submittal i , dwl :tl 140609 Min r Modification Wntten
Stamnmt 'I entad, e Su bmittal. docx
MAZZETTI E3HEGroup
T 511.686.8178
940 Whim ue Street. State 310, Eugene, OR 97401
Shoppes at Gateway— Southwest Parking Lot Addition
Site Plan Review— Mai or Modification Pre -Submittal r'
VI. EXHIBITS
A. Exhibit A: Required — Permitted Parkins Space Calculation
��
MAZZETTI I BHEGroup
May 18, 2021
...mazzet i.com
T541.686.8478
940 Willamette Stre" Suite 310, Eugene, OR 97401
Exhibit A -Required / Permitted Parking Space Calculation
Tenant Name
Gross Floor
Area
Use
GSF per
Parkin S ace
Minimum
Re uired5 aces
Maximum Allowed
Spaces
Vacant
18,323
Vacant'
300
61
76
Han, Ritchie's levelers
1,281
Retail Trade and Services
300
4
5
Oregon Sports
2,502
Retail Trade and Services
300
8
30
Vacant
2,626
Vacant'
300
9
11
Vacant
750
Vacant'
300
3
3
Vacant
749
Vacant'
300
2
3
Nails Uncorked
1,903
Retail Trade mal Services
300
6
8
Vigra-Vercon
1,355
Retail Trade and Services
300
5
6
Kay's Jewelers
1,441
Retail Trade and Services
300
5
6
Game Stop
1,455
Retail Trade and Services
300
5
6
ULTA
9,748
Retail Trade and Services
300
32
41
Maurices#M001542
4,898
Retail Trade and Services
300
16
20
Vacant
3,000
Vacant'
300
10
13
Vacant
11858
Vacant'
300
6
8
Vacant
1,214
Vacant'
300
4
5
Vacant
1,641
Vacant'
300
5
7
Southerbnd Insurance
1,122
Retail Trade and Services
300
4
5
Vacant
650
Vacant'
300
2
3
Peppypotamus
4,000
Retail Trade and Services
300 1
13
17
Indulge Antiques
9,092
Retail Trade am Services
300
30
38
Vacant
4,649
Vacant'
300
15
19
Rack Room Shoes
6,757
Retail Trade and Services
300
23
28
Al Eyebrow by Threading
1,758
Retail Trade arta Services
300
6
7
Vacant
902
Vacant'
300
3
4
Vacant
704
Vacant'
300
2
3
Vacant
956
Vacant'
300
3
4
Crafters Nley
2,587
Retail Trade and Services
300
9
11
Vacant
1,077
Vacant'
300
4
4
Oregon Sports (Storage)
1,544
Retail Trade and Services
300
5 1
6
State of Oregon Military Dept
950
Retail Trade and Services
300
3
4
Vacant
480
Vacant'
300
2
2
Vacant
1,175
Vacant'
300
4
5
Cinemark#17
78,511
Retail Trade and! Services
300
262
327
Cabela's
58,773
Retail Trade and Services
300
1%
245
Vacant
60
Vacant'
300
0
0
Noodles &company
2,500
Eating and Drinking Establishment
100
25
31
Firehouse Subs
11800
Eating and Drinking Establishment
100
18
23
Menchie's Frozen Yogurt
1,200
Eating and Drinking Establishment
100
12
15
T-Mobile/Express Locations
2,291
Retail Trade and Services
300
8
30
Aspen Dental
3,497
Retail Trade and Services
300
12
15
Chipotle
2,258
Eating and Drinking Establishment
100
23
28
Pieobgy
2,248
Eating and Drinking Establishment
100
22
28
Sleep Train( Mattress Firm)
4,049
Retail Trade and! Services
300
13
17
America's Best (National Vision Inc.)
3,270
Retail Trade and! Services
300
11
14
Kohl's
98,500
Retail Trade and! Services
300
328
410
Marshalls
22,322
Retail Trade and! Services
300
74
93
Ross Dress For Less#1835
25,518
Retail Trade and! Services
300
85
106
Petco#1276
12,175
Retail Trade and Services
300
41
51
Ashley Home Store
30,236
Retail Trade and Services
300
101
126
Hobby Lobby
55,217
Retail Trade and Services
300
184
230
Hometown Buffet
10,515
Eating and Drinking Establishment
100
105
131
Buffalo Wild Wings
5,920
Eating and Drinking Establishment
100
59
74
Burger King
1,300
Eating and Drinking Establishment
100
13
16
Original Roadhouse Grill
6,917
Eating and Drinking Establishment
100
69
86
Applebee's
5,250
Eating and Drinking Establishment
100
53
66
Carl's Jr.
3,600
Eating and Drinking Establishment
100
36
45
Wal -mart M178
37,857
Retail Trade and Services
300
126
158
Big 5 Sporting Goods
13,000
Retail Trade and Services
300
43
54
Panera Bread
4,361
Eating and Drinking Establishment
100
44
55
Sears
119555
Retail Trade and Services
300
399
498
Target
113613
Retail Trade and Services
1 300
379
473
TOTAL
819,460
1
3,051
3,813
Notes
1. Vacant spaces have been accountedforas"Retail Trade and Services" in the"Minimum Parking Standard" columns
Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021
Site Plan Review— Mai or Modification Pre -Submittal ADOlication
B. Exhibit B: Deed and ALTA Survey
0 ...mazzetti.com
MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408
Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021
Site Plan Review— Mai or Modification Pre -Submittal Application
C. Exhibit C: Reduced Scale Site Map
0 ...mazzetti.com
MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408
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Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021
Site Plan Review— Mai or Modification Pre -Submittal ADDlication
D. Exhibit D: Proposed Lighting Cut -Sheet
0 ...mazzet i.com
MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408
Specifications
EPA:
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performance, high efficacy, long -life luminaire.
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results in sites with excellent uniformity, greater
pole spacing and lower power density. It is
ideal for replacing up to 75OW metal halide in
pedestrian and area lighting applications with
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one lithomla Way • Conyers, Georgia W2 - PMne: 1$ 7(SERV 93781 • w•mn.11tbonla com
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Minimum
Aaeplame outside
Pnl a Dl menrmn
Moun,Iinn, 0"un
Dilry Teva,
SFgle
l@IB&
)@50
3@0
3®1E0
9®0
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Si1eB
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Sdn'
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Drill lY mem4nure
18
DM19A5
6N)8l5
DMBAS
6N3415
DM3)AS
&NdA15
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n,ImdsWml-mantl'mtryral w,m,,g arm@bertenor¢,arim, b—i—orothera¢es are nor IndutlN I n this EM dm
Mou"y R -0 .--. % �. Y +
05OIED I ID13 I loss 19d5 30H M50 370
— �—
DW -LED
'. L/THON/A
Rw11P m
ga4d8
one lithomla Way • Conyers, Georgia W2 - PMne: 1$ 7(SERV 93781 • w•mn.11tbonla com
L/GNT/NG.
Minimum
Aaeplame outside
Pnl a Dl menrmn
rsl�m�®aa®a
DW -LED
'. L/THON/A
Rw11P m
ga4d8
one lithomla Way • Conyers, Georgia W2 - PMne: 1$ 7(SERV 93781 • w•mn.11tbonla com
L/GNT/NG.
®m11 m.o A—n aamd Lmhu, m, Al dgho mnunre.
COMMERCIAL OUTDWR
To seecomplae phaometric reporp or dmnload.ies fnee orthis pmdua, visit Li6honia L'ghtln,Y D -Series Nree S-1 Homepage.
Iwbawndla plots for the DS%1 LED 60C 1M040K Di54ncasara'm wits d mounting neigMQS).
:MEN MEN
ONCE MEN 9
■Illoo'11■
Mlllo■MII■
MEAN WI.
One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm
..•...M
11551111101 PIPE 'I
CX 11 2M A -W B-� Lght,q me uldghts rererred.
MENN
i S0anoum■x11111■IN01
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mos
[EHIIIIIIIII
USE=MMM
E
INENEna:mi
Nmmuumar
1111 016
■a■■G6N■a
■■■-.ez-.■■
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11
±arn■Noes.■■momoloomi
111
mommemom
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momoloomi
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mmummemom
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MENOMONEEMENOMONEEMENOMONEE
manoweada
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momazzonsMENOMONEEEMEMEMEME
MMMMMMMM
:MEN MEN
ONCE MEN 9
■Illoo'11■
Mlllo■MII■
MEAN WI.
DS%1-LED
'. L/THON/A
Rw11Pum
aaga3ole
One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm
..•...M
11551111101 PIPE 'I
CX 11 2M A -W B-� Lght,q me uldghts rererred.
MENN
i S0anoum■x11111■IN01
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mos
[EHIIIIIIIII
USE=MMM
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1111 016
■a■■G6N■a
■■■-.ez-.■■
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11
±arn■Noes.■■momoloomi
111
mommemom
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momoloomi
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MENOMONEEMENOMONEEMENOMONEE
manoweada
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momazzonsMENOMONEEEMEMEMEME
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MMMMMMM
....1
DS%1-LED
'. L/THON/A
Rw11Pum
aaga3ole
One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm
..•...M
11551111101 PIPE 'I
CX 11 2M A -W B-� Lght,q me uldghts rererred.
MENN
i S0anoum■x11111■IN01
SEE
mos
[EHIIIIIIIII
USE=MMM
E
FFA/Nill
Nmmuumar
1111 016
■a■■G6N■a
■■■-.ez-.■■
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11
±arn■Noes.■■momoloomi
111
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momoloomi
I
i,
MENOMONEEMENOMONEEMENOMONEE
MENOMONEE
MMMMMMMM
MMMMMMM
DS%1-LED
'. L/THON/A
Rw11Pum
aaga3ole
One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm
..•...M
11551111101 PIPE 'I
CX 11 2M A -W B-� Lght,q me uldghts rererred.
MENN
i S0anoum■x11111■IN01
mos
[EHIIIIIIIII
USE=MMM
E
FFA/Nill
Nmmuumar
1111 016
■a■■G6N■a
■■■-.ez-.■■
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±arn■Noes.■■momoloomi
111
MENOMONEE
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momoloomi
i,
MENOMONEEMENOMONEEMENOMONEE
....1
INEE
OEM
DS%1-LED
'. L/THON/A
Rw11Pum
aaga3ole
One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm
..•...M
11551111101 PIPE 'I
CX 11 2M A -W B-� Lght,q me uldghts rererred.
MENN
i S0anoum■x11111■IN01
mos
[EHIIIIIIIII
USE=MMM
E
FFA/Nill
Nmmuumar
1111 016
■a■■G6N■a
■■■-.ez-.■■
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±arn■Noes.■■momoloomi
111
MENOMONEE
MOMMEMOMM
momoloomi
DS%1-LED
'. L/THON/A
Rw11Pum
aaga3ole
One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm
L/GNT/NG.
CX 11 2M A -W B-� Lght,q me uldghts rererred.
MENN
MON-.:..■■iNJ
mos
■■■■
Miami
o■io■■an
USE=MMM
E
mamnsioll
Nmmuumar
1111 016
■a■■G6N■a
■■■-.ez-.■■
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111
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i,
DS%1-LED
'. L/THON/A
Rw11Pum
aaga3ole
One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm
L/GNT/NG.
CX 11 2M A -W B-� Lght,q me uldghts rererred.
MENN
mos
■■■■
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Nmmuumar
1111 016
■a■■G6N■a
■■■-.ez-.■■
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111
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■■■ld■NIl■■
III
DS%1-LED
'. L/THON/A
Rw11Pum
aaga3ole
One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm
L/GNT/NG.
CX 11 2M A -W B-� Lght,q me uldghts rererred.
MENN
mos
MENEM
MENOMONEE
N
MEN
MENOMONEE
■■■ld■NIl■■
III
i,
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'. L/THON/A
Rw11Pum
aaga3ole
One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm
L/GNT/NG.
CX 11 2M A -W B-� Lght,q me uldghts rererred.
MENN
N
MENOMONEE
mommommom
DS%1-LED
'. L/THON/A
Rw11Pum
aaga3ole
One Gthore Way • Conyers, Georyia W2 • Prone :1$ 71 SEfN 93I13j • www.lehoniamm
L/GNT/NG.
CX 11 2M A -W B-� Lght,q me uldghts rererred.
COMMERCIAL OUTDWR
Performance Data
Lumen Ambient Temperature (LAT) Multipliers
U- di taoew. d.emiin.,.Yw. 6m.ro1 ke, uer deteiem teddiewe.e,
Lom(ddd 1Q21W9
Projected LED Lumen Maintenance
Dem nhremrtHercaPohtN Pnlomarce Pnei.... f—he Plallomv mtN Ina
shi �nYinl, kneed 1110i0.tl Foca of IED tody RetN Per I ESNA LNi and
Wjwted pelESNA TM -21.11).
To,aleolrt. L, w tlrelomen mamt.nerce haorlFrtmrrey 1 m the deeded ohni
ofoP.any Fwd b.bw. Fodothe, In— memt=relo.y eonmahaory
1.
ss0 o
Sop3o n52
'Io3Ao3 085
R
30
530
5d
E45
3m
@6
310
033
3]]
0.19
-
0.10
t4dm
Amrmi
a me NwrN¢il MMI
11,P
Pindep,
10
SU&
m9Rm3 Opva Tine
Tine
Time
PIPVPIPN
30131
ol
01
30
10%
10
Projected LED Lumen Maintenance
Dem nhremrtHercaPohtN Pnlomarce Pnei.... f—he Plallomv mtN Ina
shi �nYinl, kneed 1110i0.tl Foca of IED tody RetN Per I ESNA LNi and
Wjwted pelESNA TM -21.11).
To,aleolrt. L, w tlrelomen mamt.nerce haorlFrtmrrey 1 m the deeded ohni
ofoP.any Fwd b.bw. Fodothe, In— memt=relo.y eonmahaory
1.
ss0 o
Sop3o n52
'Io3Ao3 085
Electrical Load
MMM'1.
R
30
530
5d
E45
3m
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310
033
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0.19
-
0.10
t4dm
Amrmi
a me NwrN¢il MMI
11,P
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10
SU&
m9Rm3 Opva Tine
Tine
Time
PIPVPIPN
30131
tw Om96 fna61edl IF1 Inem,lien
R
30
10%
10
oh
050
O.M
91P1!(3Vv
3V (3]96)
onwho , Ma6led. IFI 5
3x
min
PIPN .V
Odo
eni
IW
OEO
dee w1m m.tmo.mend e. vea ae encu m mwn coma.
Electrical Load
MMM'1.
R
30
530
5d
E45
3m
@6
310
033
3]]
0.19
-
0.10
-
On
0dcerswirN iMelerhnlYN5W50
R
30
1.
10
Os9
031
031
035
0l0
106
(arhwdhkwlMSdndardtw611hd,'utudN
hrde9wdawn operation, or,dudoed,wBd rade
R
30
10%
10
086
050
O.M
OM
030
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0.0
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1101
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136
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047
031
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1101
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153
088
O.M
0&
053
03a
PS
60
IOID
201
134
11%
081
O.M
064
049
W
60
12%
241
301
1.16
III
083
070
051
RO
m
530
106
090
052
OR
OM
033
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131
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0.93
OM
081
053
026
042
060
032
nK
P13
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1250
231
1.93
IAA
OW
OBS
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049
Nood lue OesalPhn Ni Remantomroldente Nodes
DW -LED
'. L/THON/A
Few.nnvm
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05
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lheluminaire'ewood mtxnspwwMe,i,uiB,
Me rhetl Neduers
pe Ywrt
N9u Iwosepsoneywe¢M1eddouns.(wader
n nire¢lMim
al bwd,kr`Anaoperaf
ryjQllxAaa mnre[nRMeecemernx'roe.
RASARRI
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hrde9wdawn operation, or,dudoed,wBd rade
]wstbdpntedkwAasOLL%ik
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de[aell esudefwdu#todomhoperaYw
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NigFIHr506A
d19htAlRsenwrson hpmgrammeesd randsered
d
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vdrelmlY,nonentl tothe dL,ht(dYnse.
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DW -LED
'. L/THON/A
Few.nnvm
,.6d8
One Gthonie Way• Conyers,Gw,,a 3(012• Phone: 1$ 7(] SEW937B •w•mn.Iith—o—
L/GNT/NG.
®mel-mzo Aednamnd D9mmy ho. Al d9Fo didi
COMMERCIAL OUTDWR
Performance Data
Lumen Output
Wnren va lu..an hom PM,m ,n.npe&m dinawr6rce 6IFSNA mmdaedm ba rapmmletrve dtlre mnfigvalimaeMxn,.4,n Yie ylanmallmwdby Li�lirg FeN WMeg 4Mrybr
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31
530
%
5Nl
115
M
M
135
MM
14N
1nM
14
1555
15N
150
W(
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RN
6357
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6M
672
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V%
99
IM
;99
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1
]
1
1
1
7
2
3
3
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
]
]
1
]
]
]
]
0
1
1
1 1
7
7
IID
119
IID
116
IA
117
IA
IN
III
IN
a
e
R
11
6,956
6,919
bed
6,%7
6216
6216
6,963
77,M2M
]
7R9
7,187
S,TN
d
4N8
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]
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]
1
1
1
3
7
3
3
1
1
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
]
]
]
]
]
]
]
0
1
1
7
7
7
7
129
129
129
125
129
126
129
IM
IN
IN
IN
79
]9
79
]p3]
7AN
] %
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7A%
6901
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730
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d 7
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1
1
1
3
7
3
3
1
1
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0
0
0
0
0
0
0
0
0
0
0
0
0
0
]
]
]
]
]
]
]
0
1
7
2
7
7
7
130
130
131
1]]
131
128
131
136
136
135
135
107
M
30
510
%
]pW
115
7
0
7
118
8176
7
0
7
IR
8,99
7
0
7
179
12
RS "a 7 0 7 118 8A77 7 0 7 IR Beg 7 0
7
178
171 a 7 0 7 118 8373 7 0 7 IR 9,756 7 0
7
179
735 U21 7 0 7 115 8XI 7 0 7 IB 8,]51 7 0
7
175
63 7 0 7 118 I 7 0 7 IR 9 d 7 0
me
7
179
MM
lYA 7 0 7 115 I 7 0 7 IN 8,818 7 0
7
176
9A%
TIM q75] 7 0 7 IIB Bp96 7 0 7 IR 9,OB 7 0
MV
7
179
1M q5W 3 0 0 173 v57 3 0 0 137 9,369 3 0
0
134
155 0 3 0 1 IB 9 9 3 0 1 137 M 3 0
1
134
15M 8573 3 0 2 IR 9X6 3 0 2 132 MB 3 0
2
134
15W 8517 3 0 2 IR 9,175 4 0 2 131 9j91 4 0
2
133
M 6;70 I 0 7 97 ] 3 I 0 7 IM ] 86 I 0
7
IN
WOO 5A38 1 0 2 R I 57 1 0 2 78 1 5A6 1 0
2
9
ROW 5338 1 0 2 R 5A7 1 0 2 78 5396 1 0
2
9
31
1050
%
1070
115
1101
2
0
2
In
1 12562
3
0
3
123
12,RI
3
0
3
125
M II 7 0 7 114 17 3 0 3 173 1770 3 0
3
175
RM II,]e 7 0 7 115 17b13 7 0 7 IN 17,72 7 0
7
175
735 IIjN 7 0 7 111 12j15 3 0 3 170 123M 3 0
3
171
TIM 11 7 0 7 115 12,5V 7 0 7 173 I ]Q 7 0
7
175
1Q1 IIA26 7 0 3 117 12, 7 0 3 171 17,465 7 0
3
177
TIM IIA73 7 0 7 114 1755 7 0 3 173 I7,7N 7 0
3
III
15Y5 12,Ib 3 0 1 119 1308 3 0 1 128 Iva 3 0
1
131
14 12,150 3 0 1 119 1309 3 0 1 128 I % 3 0
1
IM
15M 17,119 4 0 7 119 13356 4 0 7 178 13X1 4 0
7
131
15W 12M 4 0 3 118 17,70 4 0 3 177 I;IN 4 0
3
IB
M 9 0 1 0 2 M 1010 1 0 2 101 lOaO 1 0
2
IN
LOO 7,121 1 0 3 70 ]b]1 1 0 3 75 ]]e 1 0
3
%
RN 7,121 1 0 3 70 ]b]1 1 0 3 75 ],]e 1 0
3
%
7
12%
%
12W
115
13 35
3
0
3
107
Id 3
3
0
3
116
l 57
3
0
3
117
RS 13,171 3 0 3 107 14,158 3 0 3 116 14641 3 0
3
117
RM 1337 2 0 2 IN 1437 3 0 3 116 14716 3 0
3
118
735 13361 3 0 3 105 1404 3 0 3 113 1457 3 0
3
114
TIM 13 ] 7 0 7 IN 14 7 0 7 116 I I 7 0
7
117
1Q1 11165 7 0 3 105 14,187 7 0 3 113 1432 7 0
3
115
TIM 13AQ 7 0 3 10 I4,IM 7 0 3 116 MAA 7 0
3
117
TM 1 el d 0 1 117 15 d 0 1 121 1% d 0
1
127
14 11M 3 0 1 112 15 3 0 1 121 I 71 3 0
1
122
15M 11%3 4 0 7 117 1532 4 0 7 170 ISX3 4 0
7
IR
15W BA72 4 0 3 111 14,M 4 0 3 120 15,133 4 0
3
121
M II 7] 1 0 7 M 11 9 1 0 7 95 I N 1 0
7
%
OW ION 1 0 3 E6 9AN 1 0 3 71 9951 1 0
3
R
WO 975 1 0 3 9 8,839 1 0 3 71 9951 1 0
3
R
31
IMO
PS
13M
115
14 ]9
3
0
3
IN
15 14
3
0
3
115191M
4
3
0
3
116
M 14 d 3 0 3 IN 15,9] 3 0 3 114 3 0
3
116
RM 14]39 3 0 3 107 15,8]8 3 0 3 115 3 0
3
117
735 14X4 3 0 3 103 15,38 3 0 3 111 3 0
3
113
TIM 14;M 7 0 3 107 15 3 0 3 1153 0
3
116
1Q1 143M 2 0 3 IM 1537 3 0 3 112 3 0
3
In
TIM 1405 7 0 3 IN 15,830 3 0 3 1151 3 0
3
116
1M 15A3 4 0 1 111 16 4 0 1 119 4 0
1
121
155 ISX5 3 0 1 111 16AR 4 0 1 1196 4 0
1
171
15M 155] 4 0 7 111 16935 4 0 7 1191 4 0
7
171
15W 15157 4 0 3 110 1 M 4 0 3 1184 4 0
3
IM
W( 12318 1 0 2 87
q99 1 0 2 a3 1 0
2
95
LOO 8,%5 1 0 3 65
9,65] 1 0 3 M 1 0
3
71
RN 8,%5 1 0 3 65
9,657 1 0 3 7 1 0
3
]I
'. L/THGN/A One umona Way - �n,en•Oeer, a 12 - P'mne1$ 70sSEIN 9378, • w„a,,.Lth—,mom DW1-LED
L/GNT/NG. ®mn-mmamn Or -n6 LOhn , me. Al,lsnl.—ed . Re.. nnum
".g e 8
COMMERC11 OUTDOOR
.. .
Lumen Output
Wman va luar are hom plwtommir inn perbmwd inemr6rce wiYi IFSNA IM�Ti�. Data'amrmtlaad m ba ragnmletrve dtlw mMgvalimaeMxn, wilM1'n Yie ylanmallmwdby Li�liy Fam. Wmaa Yaory br
p.�b,marc.dara oaam rca69�nti�rct4w»nM..
DW -LED
'. LIMUMA
Rw11P m
1,648
IIIO
I6
CX 11 2M A—W B—D9mmy me Al d9nb ,ererred.
COMMERCIAL OUT R
751
3
0
3
IW19;18
3
0 3
II]
19,]59
3
0
0
3
118
735 3 0 3 IW 18,98 3 0 3 11] 1938 3 0
3
118
3 0 3 10] 19 3 0 3 11] 19 3] 3 0
3
119
,19 3 0 3 105
19 3 0 3 113 19,7R 3 0
7TW
3
115
191)" 3 0
,(Ai 3 0 3 IW 18A5 3 0 3 11]
3
116
99 3 0 3 106 IU711
5 3 0 110 I ]1 3 0
116tl
b]] 3 0 3 IW 19 3 0 4 11] 3 0
4
118
2IvnUM 0
0 1 113 I9 1
83% IM 0 1 Ill
1 1
Ifl
8390 4 0 2 113 19,816 2W 4 0
16 4 0 2 12] 2UI6
2
Ifl
4 0 ] 113 19 ]E6 4 0 ] I20 ] I6 4 0
]
Ifl
5 0 3 5 5
9 29 5 19736 5 0 3 IID 19,885 5 0
3
in
1409 99 2 0
n( 10;99 2 0 2 89 15714 2 0 3 96
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Rw11P m
1,648
One Gthonia Way • Conyers, Georyia W2 • PMne:1$ 7(] SEW 153]8) • www.Lth—,mm
L/GNT/NG.
CX 11 2M A—W B—D9mmy me Al d9nb ,ererred.
COMMERCIAL OUT R
Performance Data
Lumen Output
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DW -LED
'. LIMUMA
Rw11P m
P,7a 8
One Gthonia Way • Conyers, Georyia W2 • PMne:1$ 7(] SEW 937B) • www.Lth-,mm
L/GNT/NG.
®m 11 m.o A-1, a-D9mmy m� Al 9914. ,ererred.
COMMERCIAL OUTDWR
FEATURES & SPECIFICATIONS
INTENDED USE
Thesleek designof the D-Seres Size 1 reflectisthe embedded high performance
LED technology It is ideal for many commercial and munkipal applicatbre, such as
parking lots, plazas, campuses, and street5capes.
CONSTRUCTION
Singlepiecedie-cast aluminum housing has integral heat sink firs to optimize
thermal management h rough conductive and convective cooling. Modular
design allows for ease of maintenance and future light engine upgrades. The LED
drivers are mounted in direct contact with the caning to promote low operating
temperature and long life. Housing is completely sealed against moisture and
envirnmental contaminants (IP65). Low EPA (101 fe) for optimized pole wind
oading.
FINISH
Exterior parts are protected by a zinc -infused Super Durable TGIC thermoset
powder coat finish that provides superior resistance to corrosion and weathering.
A tightly controlled mu hi -stage process ensures a minimum 3 mils thickness for
a finish that can withstand extreme climate changes without cracking or peeling.
Available in both textu red and non -textured finishes.
OPTICS
Precision -molded proprietary acrylic lenses are engineered for superior area
lighting distribution, uniformity, and pole spacing. Light engines are available in
standard 3W0 K 40W K and 5000 K p0 CRp configuraWme The D -Series Size 1
has zero uplight and qualifies as a Nighttime Friendly" product, meaning it is
n sistent with the LEER and Green Globes"" criteria for eliminating wasteful
upllght.
ELECTRICAL
Light engine config reform consist of high -efficacy lEDsmounted tomedial-
core circuit boards to maximize heat dissipation and promote long IRe (up to
L39100,000 hours at 25-Q Class 1 electronic drivers are designed to have a
power factor X90%, THD <p%, and an expected life at 1 E hours with <1%
failure rate. Easily serviceable 1OkV surge protection device meets a minimum
Category C Low operation (per ANSWEEE C62 412)_
STANDARD CONTROLS
The DSX1 LED area luminaire has a number of control options. DSX Size 1,
comes standard with 0-10V dimming drivers. Dusk todawn controls can be
utilaed via optional NEMA twistlockphotocell receptacles. Integrated motion
sensors with on board photocells feature fieldadjustableprograming and are
suitable for mounting heights up to 30 feet.
nLIGHT AIR CONTROLS
The DSX1 LED area luminaire is also available with might® AIR for the ultimate
in wireless control. This powerful controls platform provides outof-the-box basic
motion sensing and ph onoconnrol functionality and is suitable for mounting
heights up to 40 feet Once commissioned using a smariphone and the easyAo
use CLARITY app, nLlght AIR equipped luminaries can be grouped, resulting
in motion sensor and photocell group response without the need for additional
equipment. Scheduled dimming with motion sensor over -ride can be achieved
when used with the night Eclypse. Additional Information about nLight Air can
be found here.
INSTALLATION
Included mounting block and integral arm facilitate quick and easy installation.
Stainless steel bolts fasten the mounting block securely to poles and walls,
enabling the D -Sem s Size 1 to withstand note a 3 PIS vibration load rating per
ANSI C136.31. The D-Saues Size 1 utilizes the AERIS1 ` series pole drilling pattern
(template #3). NEMA phomcontrol receptacle are also available.
LISTINGS
UL Listed for wet locations. fight engines are IP66 rated; luminaire Is IP65 rated.
Rated for 40IC minimum ambient US Patent No. D672,492 S. International
patent pending.
Designfights COMortium® (DLC) Premium qualified product and DLC qualified
product. Not all versions of this product maybe DEC Premium qualified or DEC
qualified. Please check the DLC Qualified Products List at is"I
QPL to confirm which versions are qualified.
International DarkSkyAssociation (IDA) Picture Seal of Approval (FSA) is
available for all products on this page utilizing 3000Kcolor temperature only.
WARRANTY
5 -year limited warranty. Complete warranty terms located at:
www.acultybrandscum/supe Wcustomer-suppoWterms- and -conditions
Note: Actual performance may differ as a result of encluser environment and
application.
Al values are design or typical values, measured under laboratory conditioner at
u C.
Specificatiore subject to change without notice.
DSX1-LED
'. L/THON/A
Rw11Pum
1,8dB
One Gthonia Way • Conyers, Georyia 3]1112 • Phone: 180(,7OSSEW 93I8j • woolllthoniamm
L/GNT/NG.
®con-mzo A—n aard ugmmy ms Al dgno evervel
COMMERCIALOUTDX)R
Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021
Site Plan Review— Mai or Modification Pre -Submittal AOOlication
H. Exhibit H: ALTA Survey
0 ...mazzetti.com
MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408
Wr:
BEGINNING AT A POINT ON THE EAST LINE OF INTERSTATE FIVE, SAID POINT
BEING 600.0 FEET NORTH 04' 40' 04" EAST FROM THE NORTHWEST CORNER OF
THAT CERTAIN TRACT OF LAND DESCRIBED IN AMENDMENT TO CONTRACT
BETWEEN ANNA BOYD DAMS REED, SELLER AND STAFF JENNINGS. INC., BUYER,
SAID AMENDMENT BEING RECORDED JULY 20, 1971, REEL 541, RECEPTION NO.
55588, OFFICIAL RECORDS OF LANE COUNTY, OREGON, AND SAID BEGINNING
POINT BEING MORE PARTICULARLY DESCRIBED AS BEING 125.69 FEET NORTH
00' 04' WEST AND 564.27 FEET SOUTH 68' 40' WEST AND 619.49 FEET WEST
AND 600.0 FEET NORTH 04' 40' 04" EAST FROM THE SOUTHWEST CORNER OF
THE W. M. STEVENS DONATION LAND CLAIM NO. 46, SECTION 22, TOWNSHIP 17
SOUTH, RANGE 03 WEST OF THE WILLAMETTE MERIDIAN, LANE COUNTY,
OREGON, RUNNING THENCE NORTH 04' 40' 04" EAST ALONG THE EAST LINE
OF INTERSTATE 5 A DISTANCE OF 1360.7 FEET TO THE SOUTHWEST CORNER OF
THAT, CERTAIN TRACT OF LAND CONVEYED IN TRACT II TO CALEF PROPERTIES
BY DEED RECORDED NOVEMBER 4, 1971, RECEPTION NO. 71503, OFFICIAL
RECORDS OF LANE COUNTY, OREGON; THENCE SOUTH 89' 50' EAST 983.66
FEET TO A POINT ON THE WEST UNE OF STEVENS DONATION LAND CLAIM,
THENCE NORTH 00' 04' WEST ALONG THE WEST UNE OF SAID STEVENS
DONATION LAND CLAIM 278.19 FEET, THENCE NORTH 89' 45' 20" EAST 287.16
FEET TO A POINT ON THE WESTERLY LINE OF GATEWAY STREET; THENCE SOUTH
04' 55' 44" WEST ALONG THE WEST LINE OF GATEWAY STREET 1064.03 FEET;
THENCE ALONG THE WEST LINE OF GATEWAY STREET ON THE ARC OF A 2904.79
FOOT RADIUS CURVE LEFT (THE LONG CHORD OF WHICH BEARS SOUTH 02'
28' 36" WEST 248.63 FEET) A DISTANCE OF 248.70 FEET; THENCE LEAVING THE
WEST LINE OF SAID GATEWAY STREET SOUTH 65' 40' WEST 889.63 FEET;
THENCE WEST 450.0 FEET TO THE PLACE OF BEGINNING.
BEGINNING AT A POINT ON THE NORTH LINE OF THAT CERTAIN TRACT OF LAND
DESCRIBED IN AMENDMENT TO CONTRACT BETWEEN ANNA BOYD DAVIS REED,
SELLER AND STAFF JENNINGS. INC., BUYER, SAID AMENDMENT BEING
RECORDED JULY 20, 1971, REEL 541, RECEPTION NO. 55588, OFFICIAL RECORDS OF
LANE COUNTY, OREGON; SAID POINT BEING ON THE WEST LINE OF THE W. M.
STEVENS DONATION LAND CLAIM NO. 46, SECTION 22, TOWNSHIP 17 SOUTH,
RANGE 03 WEST OF THE WILLAMETTE MERIDIAN, LANE COUNTY, OREGON 125.69
FEET NORTH GO' 04' WEST FROM THE SOUTHWEST CORNER OF SAID STEVENS
DONATION LAND CLAIM; RUNNING THENCE SOUTH 68' 40' WEST 564.27 FEET;
THENCE WEST 619.49 FEET TO A POINT ON THE EAST LINE OF INTERSTATE FIVE;
THENCE NORTH 00' 40' 04" EAST ALONG THE EAST LINE OF INTERSTATE FIVE
A DISTANCE OF 600.0 FEET; THENCE EAST 450.0 FEET; THENCE NORTH 6B' 40'
EAST 889.63 FEET TO THE WEST LINE OF GATEWAY STREET; THENCE SOUTHERLY
ALONG THE WESTERLY LINE OF GATEWAY STREET TO A POINT MARKING THE
NORTHEAST CORNER OF THE ABOVE MENTIONED STAFF JENNINGS, INC., TRACT,
THENCE SOUTH 68' 40' WEST 267.08 FEET TO THE PLACE OF BEGINNING.
PARCEL III
A PARCEL OF LAND IN SECTION 22, TOWNSHIP 17 SOUTH, RANGE 3 WEST OF THE
WILLAMETTE MERIDIAN, IN THE CITY OF SPRINGFIELD, DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE WEST LINE OF THE WILLIAM STEVENS DONATOIH
LAND CLAIM NO. 46, TOWNSHIP 17 SOUTH, RANGE 3 WEST OF THE WILLAMETTE
MERIDIAN, 1498.38 FEET SOUTH 0' 04' EAST FROM THE NORTHWEST CORNER
OF SAID DONATION LAND CLAIM NO. 46; THENCE SOUTH 0' 04' EAST 211.69
FEET ALONG SAID WEST LINE; THENCE SOUTH 89' 49' 20" WEST 834.94 FEET
TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF INTERSTATE 5; THENCE
SOUTH 4' 40' WEST 1422.55 FEET ALONG SAID EASTERLY RIGHT OF WAY UNE
OF INTERSTATE 5 TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING
SOUTH 4' 40' WEST 378.96 FEET ALONG SAID RIGHT OF WAY UNE; THENCE
SOUTH 89' 50' EAST 983.66 FEET TO A POINT ON THE WEST LINE OF SAID
DONATION LAND CLAIM NO. 46, NORTH 0' 04' WEST, 1870.77 FEET FROM THE
SOUTHWEST CORNER OF SAID DONATION LAND CLAIM NO. 46; THENCE NORTH
0'04' WEST 278.19 FEET ALONG SAID WEST UNE; THENCE NORTH 89' 45'
20" EAST 287.16 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF
GATEWAY STREET; THENCE NORTH 4' 56' EAST 106.93 FEET ALONG THE
WESTERLY RIGHT OF WAY UNE OF GATEWAY STREET TO A POINT WHICH BEARS
NORTH 89' 45' 20" EAST FROM THE TRUE POINT OF BEGINNING; THENCE
SOUTH 89' 45' 20" WEST 1248.92 FEET TO THE TRUE POINT OF BEGINNING, IN
LANE COUNTY, OREGON.
PARCEL IV
BEGINNING AT A POINT BEING NORTH 0' 04' 00" WEST 125.69 FEET AND SOUTH
68' 40' 00" WEST 369.59 FEET FROM THE SOUTHWEST CORNER OF THE W. M.
STEVENS DONATION LAND CLAIM NO. 46, IN SECTION 22, TOWNSHIP 17 SOUTH,
RANGE 3 WEST OF THE WILLAMETTE MERIDIAN; SAID POINT BEING ON THE
WESTERLY MARGIN OF BEVERLY STREET, THENCE ALONG SAID MARGIN SOUTH
21' 20' 00" EAST 291.02 FEET TO THE NORTHERLY MARGIN OF HARLOW ROAD;
THENCE LEAVING SAID WESTERLY MARGIN ALONG THE NORTHERLY MARGIN,
ALONG THE ARC OF A 2819.79 FOOT—RADIUS CURVE TO THE RIGHT (TIE CHORD
OF MICH CURVE BEARS SOUTH 73' 17' 16" WEST 296.53 FEET) A DISTANCE OF
296.67 FEET; THENCE CONTINUING ALONG SAID MARGIN SOUTH 76' 25' 34"
WEST 73.40 FEET; THENCE CONTINUING ALONG SAID MARGIN SOUTH 89' 22'
51" WEST 576.88 FEET TO THE EASTERLY MARGIN OF INTERSTATE 5; THENCE
LEAVING SAID NORTHERLY MARGIN ALONG THE EASTERLY MARGIN NORTH
4' 41' 18" EAST 310.02 FEET; TO THE SOUTHWEST CORNER OF THAT CERTAIN
PARCEL CONVEYED TO GATEWAY MALL LIMITED PARTNERSHIP, A SOUTH
DAKOTA PARTNERSHIP BY INSTRUMENT RECORDED UNDER RECEPTION NO. 88-
12552 OFFICIAL RECORDS, LANE COUNTY, OREGON; THENCE LEAVING SAID
EASTERLY MARGIN EAST ALONG THE SOUTH LINE OF AFORESAID GATEWAY
MALL LIMITED PARTNERSHIP PROPERTY.
EXCEPT THEREFROM THAT PORTION CONVEYED TO DAYTON HUDSON
CORPORATION, A MINNESOTA CORPORATION, BY DEED RECORDED MARCH 13,
1990, RECORDER'S RECEPTION NO. 90-11882, LANE COUNTY OREGON OFFICIAL
RECORDS, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT BEING NORTH 559.08
FEET AND WEST 883.78 FEET FROM THE SOUTHWEST CORNER OF THE W. M.
STEVENS DONATION LAND CLAIM NO. 46, IN SECTION 22, TOWNSHIP 17 SOUTH,
RANGE 3 WEST OF THE WILLAMETTE MERIDIAN; THENCE SOUTH 55 DEGREES 20'
00" EAST 192.50 FEET; THENCE SOUTH 4 DEGREES 40' GO" WEST 146.92 FEET;
THENCE SOUTH 85 DEGREES 20' 00" EAST 178.76 FEET; THENCE NORTH 4 DEGREES
40' 00" EAST 4.85 FEET; THENCE SOUTH 85 DEGREES 20' 00" EAST 35.78 FEET;
THENCE NORTH 34 DEGREES 39' 03" EAST 84.36 FEET; THENCE SOUTH 85 DEGREES
20' 00" EAST 429.71 FEET; THENCE SOUTH 4 DEGREES 21' 29" EAST 65.26 FEET;
THENCE ALONG THE ARC OF A 228.00 FOOT RADIUS CURVE TO THE RIGHT (THE
CHORD OF WHICH CURVE BEARS SOUTH 32 DEGREES 09' 15" WEST 271.32 FEET) A
DISTANCE OF 290.59 FEET; THENCE SOUTH 68 DEGREES 40' 00" WEST 166.75 FEET;
THENCE SOUTH 21 DEGREES 20' 00" EAST 54.00 FEET; THENCE SOUTH 68 DEGREES
40' 00" WEST 60.00 FEET; THENCE NORTH 21 DEGREES 20' 00" WEST 54.00 FEET;
THENCE SOUTH 68 DEGREES 40' 00" WEST 217.49 FEET; THENCE WEST 365.85 FEET;
THENCE NORTH 4 DEGREES 40' 00" EAST 598.65 FEET TO THE POINT OF
BEGINNING, IN LANE COUNTY, OREGON.
ALSO EXCEPTING THEREFROM THAT PORTION DESCRIBED IN GENERAL
JUDGMENT RECORDED APRIL 6, 2007, RECEPTION NO. 2007-022874, OFFlCIAL
RECORDS OF LANE COUNTY, OREGON.
ALSO EXCEPT THEREFROM THAT PORTION CONVEYED TO CITY OF SPRINGFIELD
FOR PUBLIC ROAD BY BARGAIN AND SALE DEED RECORDED OCTOBER 9, 2008,
DOCUMENT NO. 2008-056324, LANE COUNTY RECORDS
ALSO EXCEPTING THEREFROM THAT PORTION DESCRIBED IN BARGAIN AND
SALE DEED RECORDED MARCH 8, 1990, RECEPTION NO. 90-11194, OFFICIAL
RECORDS OF LANE COUNTY, OREGON.
(TAX LOT NUMBERS 17-03-22-00-02109, 17-03-22-00-02200,
17-03-22-00-02218, 17-03-22-
00-02219, 17-03-22-00-02300 AND 17-03-22-00-02305)
THE ABOVE DESCRIBED LAND ALSO BEING KNOWN AS:
BEGINNING AT A POINT NORTH 00 DEGREES 04' 00" WEST A DISTANCE OF 125.69
FEET FROM THE SOUTHWEST CORNER OF THE W.M. STEVENS DONATION LAND
CLAIM NO. 46, IN SECTION 22, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE
MERIDIAN; THENCE SOUTH 68 DEGREES 40' 00" WEST A DISTANCE OF 369.62 FEET
TO THE WESTERLY RIGHT—OF—WAY OF BEVERLY STREET; THENCE SOUTH 21
DEGREES 20' 00" EAST ALONG SAID WESTERLY RIGHT—OF—WAY A DISTANCE OF
291.02 FEET TO THE NORTHERLY RIGHT—OF—WAY OF HARLOW ROAD; THENCE
ALONG THE NORTHERLY RIGHT—OF—WAY OF HARLOW ROAD ALONG THE ARC OF
A 2819.79 FOOT RADIUS CURVE RIGHT (THE CHORD OF WHICH BEARS SOUTH 73
DEGREES 19' 13" WEST A DISTANCE OF 296.53 FEET) A DISTANCE OF 296.67 FEET;
THENCE CONTINUING ALONG SAID NORTHERLY RIGHT—OF—WAY, SOUTH 76
DEGREES 25' 57" WEST A DISTANCE OF 73.46 FEET; THENCE CONTINUING ALONG
SAID NORTHERLY RIGHT—OF—WAY SOUTH 89 DEGREES 22' 51" WEST A DISTANCE
OF 576.60 FEET TO THE EASTERLY RIGHT—OF—WAY OF INTERSTATE 5; THENCE
NORTH 04 DEGREES 41' 34" EAST ALONG SAID EASTERLY RIGHT—OF— WAY A
DISTANCE OF 2647.83 FEET TO THE SOUTHWEST CORNER OF THAT PARCEL
DESCRIBED ON REEL 1139, RECEPTION NO. 81 24247; THENCE LEAVING SAID
EASTERLY RIGHT—OF—WAY NORTH 89 DEGREES 46' 54" EAST ALONG THE SOUTH
LINE AND EXTENSION THEREOF OF SAID PARCEL, A DISTANCE OF 1249.20 FEET TO
THE WESTERLY RIGHT—OF—WAY OF GATEWAY STREET; THENCE ALONG SAID
WESTERLY RIGHT—OF—WAY THE FOLLOWING COURSES AND DISTANCES: ALONG
THE ARC OF A 53.0 FOOT RADIUS CURVE RIGHT (THE CHORD OF WHICH BEARS
SOUTH 15 DEGREES 55' 15" WEST A DISTANCE OF 20.14 FEET) A DISTANCE OF 20.27
FEET; THENCE ALONG THE ARC OF A 127.0 FOOT RADIUS CURVE LEFT (THE
CHORD OF WHICH BEARS SOUTH 15 DEGREES 55' 15" WEST A DISTANCE OF 48.27
FEET) A DISTANCE OF 48.56 FEET; THENCE SOUTH 04 DEGREES 57' 57" WEST A
DISTANCE OF 148.74 FEET; THENCE SOUTH 26 DEGREES 54' 23" WEST A DISTANCE
OF 32.12 FEET; THENCE SOUTH 04 DEGREES 57' 57" WEST A DISTANCE OF 85.15
FEET; THENCE SOUTH 27 DEGREES 39' 44" EAST A DISTANCE OF 46.37 FEET;
THENCE SOUTH 04 DEGREES 57' 57" WEST A DISTANCE OF 800.07 FEET TO THE
POINT OF CURVATURE OF A 2904.93 FOOT RADIUS CURVE LEFT; THENCE ALONG
THE ARC OF SAID CURVE (THE CHORD OF WHICH BEARS SOUTH 02 DEGREES 46'
21" WEST A DISTANCE OF 222.48 FEET) A DISTANCE OF 222.53 FEET; THENCE
ALONG THE ARC OF A 53.0 FOOT RADIUS CURVE RIGHT (THE CHORD OF WHICH
BEARS SOUTH 11 DEGREES 12' 04" WEST A DISTANCE OF 19.54 FEET) A DISTANCE
OF 19.66 FEET; THENCE ALONG THE ARC OF A 127.0 FOOT RADIUS CURVE LEFT
(THE CHORD OF WHICH BEARS SOUTH 10 DEGREES 31' 53" WEST A DISTANCE OF
49.75 FEET) A DISTANCE OF 50.07 FEET; THENCE ALONG THE ARC OF A 2917.93
FOOT RADIUS CURVE LEFT (THE CHORD OF WHICH BEARS SOUTH 02 DEGREES 31'
23" EAST A DISTANCE OF 179.44 FEET) A DISTANCE OF 179.46 FEET; THENCE
SOUTH 17 DEGREES 30' 11" WEST A DISTANCE OF 31.92 FEET; THENCE SOUTH 05
DEGREES 43' 11" EAST A DISTANCE OF 87.27 FEET; THENCE SOUTH 39 DEGREES 45'
43" EAST A DISTANCE OF 46.13 FEET; THENCE ALONG THE ARC OF A 2904.93 FOOT
RADIUS CURVE LEFT (THE CHORD OF WHICH BEARS SOUTH 09 DEGREES 46' 48"
EAST A DISTANCE OF 248.05 FEET) A DISTANCE OF 248.12 FEET; THENCE LEAVING
THE WESTERLY RIGHT—OF—WAY OF GATEWAY STREET, SOUTH 68 DEGREES 40' 00"
WEST A DISTANCE OF 267.40 FEET TO THE POINT OF BEGINNING, ALL IN LANE
COUNTY, OREGON.
EXCEPT THEREFROM THAT PORTION CONVEYED TO DAYTON HUDSON
CORPORATION, A MINNESOTA CORPORATION, BY DEED RECORDED MARCH 13,
1990, RECORDER'S RECEPTION NO. 90-11882, LANE COUNTY OREGON OFFICIAL
RECORDS, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT BEING NORTH 559.08
FEET AND WEST 883.78 FEET FROM THE SOUTHWEST CORNER OF THE W. M.
STEVENS DONATION LAND CLAIM NO. 46, IN SECTION 22, TOWNSHIP 17 SOUTH,
RANGE 3 WEST OF THE WILLAMETTE MERIDIAN; THENCE SOUTH 85 DEGREES 20'
00" EAST 192.50 FEET; THENCE SOUTH 4 DEGREES 40' 00" WEST 146.92 FEET;
THENCE SOUTH 85 DEGREES 20' 00" EAST 178.76 FEET; THENCE NORTH 4 DEGREES
40' 00" EAST 4.85 FEET; THENCE SOUTH 85 DEGREES 20' 00" EAST 35.78 FEET;
THENCE NORTH 34 DEGREES 39' 03" EAST 84.36 FEET; THENCE SOUTH 85 DEGREES
20' 00" EAST 429.71 FEET; THENCE SOUTH 4 DEGREES 21' 29" EAST 65.26 FEET;
THENCE ALONG THE ARC OF A 228.00 FOOT RADIUS CURVE TO THE RIGHT (THE
CHORD OF MICH CURVE BEARS SOUTH 32 DEGREES 09' 15" WEST 271.32 FEET) A
DISTANCE OF 290.59 FEET; THENCE SOUTH 68 DEGREES 40' 00" WEST 166.75 FEET;
THENCE SOUTH 21 DEGREES 20' 00" EAST 54.00 FEET; THENCE SOUTH 68 DEGREES
40' 00" WEST 60.00 FEET; THENCE NORTH 21 DEGREES 20' 00" WEST 54.00 FEET;
THENCE SOUTH 68 DEGREES 40' 00" WEST 217.49 FEET; THENCE WEST 365.85 FEET;
THENCE NORTH 4 DEGREES 40' 00" EAST 598.65 FEET TO THE POINT OF
BEGINNING, IN LANE COUNTY, OREGON.
ALSO EXCEPTING THEREFROM THAT PORTION DESCRIBED IN GENERAL
JUDGMENT RECORDED APRIL 6, 2007, RECEPTION NO. 2007-022874, OFFICIAL
RECORDS OF LANE COUNTY, OREGON.
ALSO EXCEPT THEREFROM THAT PORTION CONVEYED TO CITY OF SPRINGFIELD
FOR PUBLIC ROAD BY BARGAIN AND SALE DEED RECORDED OCTOBER 9, 2008,
DOCUMENT NO. 2008-056324, LANE COUNTY RECORDS.
ALSO EXCEPTING THEREFROM THAT PORTION DESCRIBED IN BARGAIN AND
SALE DEED RECORDED MARCH 8, 1990, RECEPTION NO. 90-11194, OFFICIAL
RECORDS OF LANE COUNTY, OREGON.
(TAX LOT NUMBERS 17-03-22—OG-02109, 17-03-22-00-02200, 17-03-22-00-02218,
17-03-22—GO-02219, 17-03-22—GO-02300 AND 17-03-22—OG-02305)
PARCEL V:
TOGETHER WITH THOSE RIGHTS AND EASEMENTS CONSTITUTING RIGHTS IN
REAL PROPERTY CREATED DEFINED AND UMITED BY THAT CERTAIN
CONSTRUCTION, OPERATION AND RECIPROCAL EASEMENT AGREEMENT BY AND
BETWEEN GATEWAY MALL LIMITED PARTNERSHIP, A SOUTH DAKOTA UMITED
PARTNERSHIP (DEVELOPER) AND DAYTON HUDSON CORPORATION, A
MINNESOTA CORPORATION (TARGET), INCLUDING THE TERMS AND PROVISIONS
THEREOF, DATED MARCH 13, 1990, RECORDED MARCH 13, 1990 UNDER
RECORDER'S RECEPTION NO. 90-11883, IN THE OFFICIAL RECORDS OF LANE
COUNTY, OREGON AND AS AMENDED BY INSTRUMENTS RECORDED JUNE 13,
2003, DOCUMENT NO. 2003-053669, RECORDED OCTOBER 29, 2013, DOCUMENT NO.
2013-056807 AND RECORDED JUNE 10, 2014, DOCUMENT NO. 2014-021249.
THE PROPERTY DESCRIBED AND SHOWN HEREON IS THE SAME PROPERTY AS
DESCRIBED IN THE WESTERN TITLE COMPANY AND ESCROW COMPANY PRELIMINARY
TITLE REPORT, REVISION #4, NUMBER 129582 DATED FEBRUARY 15, 2017.
WESTERN T1TE AND ESCROW COMPANY
PRELIMINARY TITLE REPORT N0, 129582
SCHEDULE B - EXCEPTIONS:
7) ANCHOR AND GUY EASEMENT RECORDED JUNE 23, 1926 IN VOLUME 148,
PAGE 569; AFFECTS SUBJECT PROPERTY, NOT PLOTTED, NO SPECIFIC
LOCATION DEFINED IN RECORDED INSTRUMENT.
8) ANCHOR AND GUY EASEMENT RECORDED ,NNE 23, 1926 IN VOLUME 148,
PAGE 571; AFFECTS SUBJECT PROPERTY, NOT PLOTTED, NO SPECIFIC
LOCATION DEFINED IN RECORDED INSTRUMENT.
9) WATER CONTRACT RECORDED NOVEMBER 4, 1936 IN VOLUME 189, PAGE
24; ASSIGNED BY QUITCLAIM DEED RECORDED FEBRUARY 22, 1989 IN
DOCUMENT NO. 89-08203; AFFECTS SUBJECT PROPERTY, NOT PLOTTED,
BLANKET IN NATURE.
10) EASEMENT FOR RIGHT—OF—WAY FOR ELECTRIC POWER UNE POLES AND
ANCHORS, RECORDED OCTOBER 16, 1948 IN BOOK 333, PAGE 637; AFFECTS
SUBJECT PROPERTY, NOT PLOTTED, NO SPECIFIC LOCATION DEFINED IN
RECORDED INSTRUMENT.
11) ACCESS RESTRICTIONS AS DESCRIBED IN THE WARRANTY DEED
RECORDED JUNE 28, 1957 IN DOCUMENT NO. 16055; AFFECTS THE SUBJECT
PROPERTY, NOT PLOTTED, GENERAL IN NATURE (NO ACCESS TO
INTERSTATE 5).
12) ACCESS RESTRICTIONS AS DESCRIBED IN THE WARRANTY DEED
RECORDED MAY 15, 1958 IN DOCUMENT NO. 38851; AFFECTS THE SUBJECT
PROPERTY, NOT PLOTTED, GENERAL IN NATURE (NO ACCESS TO
INTERSTATE 5).
13) 6' POWER AND TELEPHONE POLE EASEMENT RECORDED OCTOBER 30, 1959,
DOCUMENT NO. 82151; AFFECTS THE SUBJECT PROPERTY, PLOTTED.
14) 6' POWER AND TELEPHONE POLE EASEMENT RECORDED NOVEMBER 3,
1959, DOCUMENT NO. 82428; AFFECTS THE SUBJECT PROPERTY, PLOTTED.
15) VARYING WIDTH ELECTRIC LINE RIGHT—OF—WAY EASEMENT RECORDED
FEBRUARY 21, 1962, DOCUMENT NO. 60269; AFFECTS THE SUBJECT
PROPERTY, PLOTTED.
16) VARYING WIDTH ELECTRIC LINE RIGHT—OF—WAY EASEMENT RECORDED
FEBRUARY 21, 1962, DOCUMENT NO. 60270; AFFECTS THE SUBJECT
PROPERTY, PLOTTED.
17) INTENTIONALLY DELETED.
18) RIGHT OF WAY EASEMENT, RECORDED MAY 21, 1962, DOCUMENT NO. 70248;
AFFECTS THE SUBJECT PROPERTY, PLOTTED.
19) INTENTIONALLY DELETED..
20) 30' STORM DRAINAGE EASEMENT, RECORDED SEPTEMBER 24, 1976,
DOCUMENT NO.7650098; AFFECTS THE SUBJECT PROPERTY, PLOTTED.
21) 14' SANITARY SEWER EASEMENT, RECORDED SEPTEMBER 24, 1976,
DOCUMENT NO. 7650099; AFFECTS THE SUBJECT PROPERTY, PLOTTED.
22) PUBLIC UTILITY EASEMENTS, RECORDED FEBRUARY 8, 1980, DOCUMENT
NO. 8007062; AFFECTS THE SUBJECT PROPERTY, PLOTTED.
23) DISPOSITION AND DEVELOPMENT AGREEMENT, RECORDED OCTOBER 21, 1988,
DOCUMENT NO. 88-44251;
FIRST AMENDEMENT RECORDED MARCH 13, 1990, DOCUMENT NO. 90-11886;
SECOND AMENDMENT RECORDED FEBRUARY 11, 1998, DOCUMENT NO. 98-09140;
AFFECTS THE SUBJECT PROPERTY, GENERAL IN NATURE, NOT PLOTTED.
24) WAIVER, CONSENT TO ASSESSMENT, AGREEMENT TO PAY CERTAIN IMPROVEMENT
COSTS, AND AGREEMENT FOR PROVISION OF SURVEY, RECORDED OCTOBER 21,
1998, DOCUMENT NO. 88-44252; AFFECTS THE SUBJECT PROPERTY, NOT PLOTTED,
GENERAL IN NATURE.
25) ELECTRIC EASEMENTS, RECORDED SEPTEMBER 28, 1989, DOCUMENT NO.
8943900; AFFECTS THE SUBJECT PROPERTY, PLOTTED.
26) WATER LINE EASEMENTS, RECORDED FEBRUARY 23, 1990, DOCUMENT NO.
9008986; AFFECTS THE SUBJECT PROPERTY, PLOTTED.
27) PUBLIC UTILITY EASEMENTS, RECORDED MARCH 8, 1990, DOCUMENT NO.
9011195; AFFECTS THE SUBJECT PROPERTY, PLOTTED.
28) CONSTRUCTION, OPERATION AND RECIPROCAL EASEMENT AGREEMENT,
RECORDED MARCH 13, 1990, DOCUMENT NO. 9011883;
FIRST AMENDMENT RECORDED JUNE 13, 20013, DOCUMENT NO. 2003-053669;
SECOND AMENDMENT RECORDED OCTOBER 29, 2013, DOCUMENT NO. 2013-056807;
THIRD AMENDMENT RECORDED JUNE 10, 2014, DOCUMENT NO. 2014-021249;
AFFECTS THE SUBJECT PROPERTY, NOT PLOTTED, GENERAL IN NATURE.
29) MEMORANDUM OF SEPARATE AGREEMENT RECORDED MARCH 13, 1990 RECORDING
NO. 90-11884; AFFECTS THE SUBJECT PROPERTY, NOT PLOTTED, GENERAL IN NATURE.
32) UTILITY EASEMENT, RECORDED JUNE 18, 1996, DOCUMENT NO. 9640795;
AFFECTS THE SUBJECT PROPERTY, PLOTTED.
33) CITY OF SPRINGFIELD IMPROVEMENT AGREEMENT AND APPLICATION FOR SEWER HOOKUP,
RECORDED JUNE 20, 1996; DOCUMENT NO. 96-41612; AFFECTS THE SUBJECT PROPERTY, NOT
PLOTTED, GENERAL IN NATURE.
34) UTILITY EASEMENT, RECORDED OCTOBER 30, 1996, DOCUMENT NO. 9673241;
AFFECTS THE SUBJECT PROPERTY, PLOTTED.
35) PUBLIC UTILITY EASEMENT, RECORDED SEPTEMBER 26, 1997, DOCUMENT
NO. 9765399; AFFECTS THE SUBJECT PROPERTY, PLOTTED.
37) INTENTIONALLY DELETED.
38) UNDERGROUND POWER EASEMENT, RECORDED NOVEMBER 16, 2001,
DOCUMENT NO. 2001-076670; AFFECTS THE SUBJECT PROPERTY, PLOTTED.
40) UTILITY EASEMENT, RECORDED JUNE 4, 2002, DOCUMENT NO. 2002-042936;
AFFECTS THE SUBJECT PROPERTY, PLOTTED.
45) PERMANENT EASEMENT FOR BICYCLE/PEDESTRIAN FACILITY
MAINTENANCE, RECORDED APRIL 6, 2007, DOCUMENT NO. 2007-022874;
AFFECTS THE SUBJECT PROPERTY, PLOTTED.
46) INTENTIONALLY DELETED.
50) NOTICE OF OPERATIONS AND MAINTENANCE AGREEMENT RECORDED FEBRUARY 26, 2014
RECORDING NO. 2014-006757; AFFECTS SUBJECT PROEPRTY, NOT PLOTTED,
GENERAL IN NATURE.
VICINITY MAP
NOT TO SCALE
NOTES AND COMMENTS:
1) POSTED PROPERTY ADDRESS: 2720, 2730, 2750, 2770, 2800, 2810, 2820, 2860,
2880, 2900, 2950, 3000, 3018, 3026, 3030 AND 3032 GATEWAY ST.,
SPRINGFIELD, OR.
2) BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE X, OF THE FLOOD
INSURANCE RATE MAP NO. 41039C1131' WHICH BEARS AN EFFECTIVE DATE
OF JUNE 2, 1999 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. NO FIELD
SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE AND AN
ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS
DETERMINATION OR APPLY FOR A VARIANCE FROM THE FEDERAL
EMERGENCY MANAGEMENT AGENCY.
3) GROSS LAND AREA 2,732,104 SQUARE FEET OR 62.720 ACRES, MORE OR
LESS.
4) THE FOLLOWING ZONING INFORMATION WAS PROVIDED TO THE
SURVEYOR IN THE ZONING REPORT PREPARED BY THE PLANNING &
ZONING RESOURCE COMPANY, DATED NOVEMBER 19, 2015, PZR SITE NO.
89465-1, THIS SITE IS CURRENTLY "CC" (COMMUNITY COMMERCIAL). THE
CURRENT ZONING ALLOWS FOR THE CURRENT USE OF THE SITE AS A
SHOPPING CENTER.
ZONING DESIGNATION: CC — COMMUNITY COMMERCIAL
SETBACKS
FRONT/REAR: 10 FEET
STREET SIDE: 10 FEET
INTERIOR SIDED/REAR WHEN
ABUTTING RESIDENTIAL OR
Cl DISTRICTS: 10 FEET
PARKING: 5 FEET
HEIGHT: NO HEIGHT RESTRICTIONS
DENSITY: NONE SPECIFIED
PARKING: 1 SPACE PER 250 SQUARE FEET OF GROSS FLOOR AREA
5) THE BUILDING AREA SHOWN HEREON WAS DETERMINED BY THE FIELD
MEASUREMENTS OF THE EXTERIOR WALLS AT GROUND LEVEL
6) TOTAL PARKING SPACES 3,526 = 3,256 REGULAR, 161 COMPACT, 14
PARALLEL AND 95 DISABLED.
FEE PARCEL 2,470 REGULAR, 161 COMPACT, 14 PARALLELS AND 81
DISABLED.
TARGET PARCEL 516 REGULAR, AND 14 DISABLED
8) THE LOCATION OF UTILITIES EXISTING ON OR SERVING THE SUBJECT
PROPERTY IS LIMITED TO THE OBSERVED EVIDENCE OF THE VISIBLE
SURFACE FEATURES SHOWN HEREON PURSUANT TO SECTION 5.E.IV. AN
EXACT LOCATION OF THESE UTILITIES WAS NOT PERFORMED FOR THIS
SURVEY. BEFORE DIGGING, CALL THE APPROPRIATE LOCAL UTILITY
LOCATE SERVICE FOR FIELD LOCATIONS OF UNDERGROUND UTILITY
LINES.
10) THIS SURVEY WAS PREPARED BY A FIELD SURVEY AND SUPPLEMENTED
BY PHOTOGRAMMETRIC MAPPING PROCESSES, UTILIZING AERIAL
PHOTOGRAPHY DATED NOVEMBER 11, 2015. THE PHOTOGRAMMETRIC
MAPPING EXCEEDS THE NATOIHAL MAP ACCURACY STANDARDS. THE
FINAL SURVEY RESULTS SHOWN ON THIS SURVEY MEET THE ACCURACY
STANDARDS FOR ALTA/NSPS LAND TITLE SURVEYS
11) AT THE TIME OF THE FIELD SURVEY, THERE WAS NO OBSERVABLE
EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION, OR
BUILDING ADDITIONS WITHIN RECENT MONTHS.
12) PURSUANT TO THE CITY OF SPRINGFIELD PUBLIC WORKS DEPARTMENT
WEBSITE http://www.springfield—or.gov/dpw/Cmatruction.htm, THERE ARE NO
CURRENT PROPOSALS FOR ANY CHANGES IN STREET RIGHT OF WAY LINES
ADJACENT TO THE SUBJECT PROPERTY SHOWN ON THIS SURVEY.
AT THE TIME OF FIELD SURVEY, THERE WAS NO OBSERVABLE EVIDENCE
OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS.
13) AT THE TIME OF FIELD SURVEY, THERE WAS NO EVIDENCE OF FIELD
DELINEATION OF WETLANDS CONDUCTED BY A QUALIFIED SPECIALIST.
14) PHYSICAL ACCESS TO PROPERTY VIA PUBLIC RIGHTS OF WAY:
HARLOW ROAD, GATEWAY STREET, BEVERLY STREET, AND GATEWAY LOOP.
15) EASEMENT RIGHTS: PLOTTABLE EASEMENTS ARE SHOWN FROM THE
OWNER SUPPLIED TITLE REPORT. NON—PLOTTABLE EASEMENTS ARE
NOTED ON THE SURVEY AS BEING "NOT PLOTTED". BECAUSE OUR
SERVICE IS UNITED TO REPORTING ON EASEMENT LOCATIONS, WE
STRONGLY RECOMMEND LEGAL COUNSEL BE RETAINED TO REPORT ON
TITLE PAPERS IN THEIR ENTIRETY.
16) AT THE TIME OF THE FIELD SURVEY, THERE WAS NO EVIDENCE OF SITE
USE AS A CEMETERY, BURIAL GROUND OR GRAVE SITE.
17) THE RECORD DESCRIPTION DOES MATHEMATICALLY CLOSE.
18) BASIS OF BEARINGS
THE BEARING OF SOUTH 457'57" WEST ALONG THE WEST UNE OF
GATEWAY STREET AS SHOWN UPON THAT CERTAIN MAP ENTITLED
"MAP OF SURVEY FOR GENERAL GROWN MANAGEMENT, INC."
RECORDED IN C.S. FILE NO. 33380, LANE COUNTY RECORDS, WAS
TAKEN AS THE BASIS OF BEARINGS SHOWN UPON THIS SURVEY.
19) THERE ARE NO GAPS GORES OR OVERLAPS BETWEEN THE SUBJECT
PROPERTY AND THE ADJOINING PROPERTIES OR PUBLIC STREET RIGHTS
OF WAY SHOWN ON THIS SURVEY.
THERE ARE NO INTERIOR GAPS. GORES OR OVERLAPS BETWEEN THE
PARCELS WITHIN THE SUBJECT PROPERTY.
20) TAX MAP PARCEL NO. 17-03-22-00-02305, 17-03-22-00-02109,
17-03-22-00-02200, 17-03-22-00-02300, 17-03-22-00-02219,
17-03-022-00-02218.
21) THIS IS AN AS—BUILT SURVEY PREPARED IN ACCORDANCE WITH THE
MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE
SURVEYS.
22) THIS SURVEY WAS PREPARED FOR THE PURPOSES OF OBTAINING AN
EXTENDED COVERAGE TITLE INSURANCE POLICY AND DOES NOT
CONTAIN SUFFICIENT DETAIL FOR DESIGN PURPOSES. ADDITIONAL
SURVEYING WILL BE REQUIRED FOR DESIGN PURPOSES.
23) THE USE OF THE WORD "CERTIFY OR "CERTIFICATION" WITHIN THIS
SURVEY ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION
REGARDING THOSE FACTS AND FINDINGS SHOWN ON THIS SURVEY, AND
DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER IMPLIED
OR EXPRESSED.
24) DURYEA & ASSOCIATES ONLY ACKNOWLEDGES SIGNED AND STAMPED
MAPS AND DRAWINGS. NO RESPONSIBILITY OR UABILITY IS EXPRESSED
OR IMPUED FOR ELECTRONIC DATA AND/OR REPRODUCED MAPS AND
DRAWINGS.
25) PURSUANT TO THE CITY OF SPRINGFIELD PUBUC WORKS DEPARTMENT WEBSITE
http://www.springfeld—or.gov/dpw, THERE ARE NO CURRENT PROPOSALS FOR
ANY CHANGES IN STREET RIGHT OF WAY LINES ADJACENT TO THE SUBJECT
PROPERTY SHOWN ON THIS SURVEY.
AT THE TIME OF FIELD SURVEY, THERE WAS NO OBSERVABLE EVIDENCE OF
RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS.
26) ALL UTUTES THAT SERVE THE SUBJECT PROPERTY ENTER THE PROPERTY
FROM THE ADJACENT PUBLIC STREETS.
27) AT THE TIME OF THE FIELD SURVEY, THERE WAS NO OBSERVABLE EVIDENCE
OF SITE USE AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL
AREA TABLE
OWNER
ASSESOR PARCEL NOS.
LAND AREA
SQUARE FEET
ACRES
GGP — GATEWAY MALL LLC.
17-03-22-00-02109, 02218, 02219, 02200
FEE PARCEL
2,740
81
17-03-22-00-02300 & 02305
2,731,681
62.711
DAYTON HUDSON CORP (TARGET)
17-03-22-00-02307
377,938
8.676
0 11
TOTAL:
3,109,619
71.387
PARKING COUNT TABLE
PARCEL Hk
REGULAR
HANDICAP
COMPACT
PARALLEL
TOTAL
FEE PARCEL
2,740
81
161
14
2,996
TARGET PARCEL
516
14
0
0 11
530
OVERALL TOTAL:
3,256
95
161
14 11
3,526
POSSIBLE ENCROACHMENTS:
(A) SEARS BUILDING OVERLAPS WATER UNE EASEMENT (#9008986)
SEE SHEETS 2 AND 5
(B) MALL BUILDING OVERLAPS UTILITY EASEMENTS (#9640795)
SEE SHEETS 2, 4 AND 5
(C) DRIVEWAY / ACCESS BETWEEN SUBJECT PROPERY AND LANDS OF USPS
SEE SHEET 5
SURVEYOR'S CERTIFICATION:
To: GGP—Gateway Mall, LL.C., a Delaware limited liability company, formerly known
as Gateway Mall Partners, a South Dakota general partnership, (formerly known
as Gateway Mall Limited Partnership, a South Dakota limited partnership),
BRFl Gateway, LLC, a Delaware limited liability company, and its successors
and assigns, Commonwealth Land Title Insurance Company, Fidelity National
Title Group, Western Title & Escrow Company, and First American Title
Insurance Company.
This is to certify that this map or plat and the survey on which it is based were
made in accordance with the 2016 Minimum Standard Detail Requirements for
ALTA/NSPS Land Title Surveys, Jointly established and adopted by ALTA and NSPS,
and includes Items 2, 3, 4, 6(a), 7(a), 7(b)(1), 7(c), 8, 9, 13, 14, 15, 16, 17, 18, 19
and 20 of Table A thereof.
The field work was completed on November 30, 2016
REGISTERED
PROFESSIONAL
LAND SURVEYOR
PLS 59638 (//OREGON
Exp. 12/31/2017 JKLY 11, 2000
mitchOduryea—aesociates.com MITCHELL DURYEA
THERE ARE NO OTHER ENCROACHMENTS BY IMPROVEMENTS ON THE ADJOINING
PROPERTY ONTO SUBJECT PROPERTY, AND NO OTHER ENCROACHMENTS BY
IMPROVEMENTS LOCATED ON SUBJECT PROPERTY OVER ANY ADJOINING
PROPERTY OR OVER ANY PLOTTED OR PLOTTABLE EASEMENTS.
SHEET INDEX
SHEET 1: LEGAL DESCRIPTION & NOTES
SHEET 2: BOUNDARY & EASEMENTS
SHEET 3: SITE PLAN
SHEET 4-5: PHYSICAL FEATURES
EXPIRES 12/31/2017
ALTA/NSPS LAND TITLE SURVEYI
PACIFIC HIGHWAY INTERSTATE 5 (300' WIDE)
(A PUBLIC STREET) STORM SEWER VARYING WIDTH ELECTRIC LINE
O18 RIGHT-OF-WAY EASEMENT (#901195) 27 EASEMENT (/60269 & 60270) 15 18 P7 STORM SEWER
EASEMENT (#70248) EASEMENT (/901195)
_ BASIS OF BEARINGS
__ABT =1 _ -. - �\T�
T
---- -- --- ---- ------ 2631.97 ------- --- --------\\ 115.86'---------------- I-1---27 ---- --- ----------------------------- ELECTRIC EASEMENT
I (�STOR R r---- -- --- ----
- - - - - - - - - - - - - - -
EASEMENT 25 (/8943900) \ \� -
III 11 1 (#901195) -'tet
- - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - _
��------------------------------------I-------------, ---------------------------------
12' WATER LINE------__====-1� 20 30' STORM DRAIN \ V1
-------------t+I I 26 /_� �---------- c �`_-_---------------------------- OEASEMENT (#7850098) N
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-------_----.� -�1 I 10' UTILITY EASEMENT -� '� r---------��__ 26 12' WATER UNE h\ 111
y�4 1 11 I 32 34 (#9640795) = �� EASEMENT `I
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LANDS OF DAYTON 1
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(#90-11882) 0 1111
d 11. I III 1 0
11 m 38 I I II I
II 27 STORM SEWER 1 10' UNDERGROUND 11 II II
EASEMENT (/901195) I I 1 POWER EASEMENT �ry (a 11
1 1 I (#2001-076670) v, . 33380ci 1
G II 1 1 N04'40'00E "E 4.85' I
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34'39'03'E 84.36'
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10' UTILITY EASEMENT \\ \ \ £ \ I II 1
\' (#9640795) \ \ �\�''�
`\ \\++'D• �oSoa�q�(#9673241) , J
--_ - - - -
11 11
C.S. 33380I� i I 1 i 111
\ I� 11 _
1 _ i _rq -_-_- � 12' WATER LINE
---J--- ---------------------- - , I 1 '(1
_ I I -1 i EASEMENT (#9008986) 26 / I I
SZ`A(�(��Oo \\ I; 12' WATER UNE
<V \ EASEMENT (#9008986)O IIII 1 11
III-_---___- _ __---
20' Pu9uc UTILITY'rz• \ �' I I _ _- _
EASEMENT (#8007062) - --
$+\ \ �iR
----------- ----I r/
r
PARC[ d D-� �� ` I L10 UTIUTY (#96732455)MENT32 OI 1 q 8' POWER UNE j1�
{� �7 �j y7y7 �j y7 (� I��/I y7(�1{� y� OEASEMENT (2428) I I
II 0 ��aJ�L/�L/���O�L/-eTJ�ISJ If IMI eTJ�1 II !/ ` `\ ?90` _
SW CORNER OF \ \ \
PUDONG CREEK DLC 48� N0004'00"W ;,j a.0e' 504'2129 E \`
111
_ 125.69' C/ya3bf ZB 6526'
LAND CO. � 10' UTILITY EASEMENT 523'38'42 W 11
POINT OF BEGINNING O (gz0oz-oaze3s)
(PARCEL I, II, III, & IV 27 UTILITY EASEMENT \ ` \ _ - - - _ 1 11 '57'5
27 W � 4.98' 111111
"ALSO KNOW AS") �� O (/9onas) \\\\
,o' B.s.L.
EXCEPTION TO LEGAL
DESCRIPTION (#2007-022874)
17-03-22-00-3502
FNJGLESTAD FAML f
LLC
14' SANITARY SEWER
:ASEMEN7 (#7650099) 21
03-22-00-3500
6' POWER AND TELEPHO.E8, -- D�I�����0��
EASEMENT (#82151) 13
-PERMANANT EASEMENT (N Io�2D�5� MON FOR BICYCLE/PEDESTRIAN45 CRE II IJ OU N
FACILITY MAINTENANCE
GATEWAY LOOP
(A PUBLIC STREET)
�m
m 10' ELECTRIC EASEMENTO
(#8943900) 25
1m
No 10' UTILITY EASEMENT
(#9840795) 32 34
(#9673241)
1 1
� I
III
II
II
1117
111
111
III
II
II
II
111
111
II
III
II
II
II
111
J 1
5054311 E - _ - -i i C�
i 93.20' - _ - - - - - - - - --�EXCEPTICN TO LEGAL - - - - - - - - - - - - - - - -
545IS OF 800.07'
�- � DESCRIPTION 2008-058324 56 52739'44"E SO4'S7'57'W
p 539'45'43"E _ - _ _ (# ) BASIS OF BEARINGS ="'
�$ 46.13' _ _ _ - _ - - - - - - _ 46.37 .... S28'S4'23_W 148.74' -
55'43'11"E
� 872
/ L=24
R=290449.93
A-453'38"
/ CH=S9'46'48"E
248.05'
PUBLIC ROAD EASEMENT
1730'11" 7' PUBLIC UTIUTY L=222.53' (#2008-056324)
3192' EASEMENT 35 R=2904.93 UTIUTY EASEMENT
GATEWAY STREET (WIDTH VARIES) 27 (#901195,
(#9765399) (1423
INCE '21"
LEGAL CH=S2'46'21"W
22148' (A PUBLIC STREET)
85.15' NORTH ENTRANCE
EXCEPTION TO LEGAL
DESCRIPTION
(#90-11194)
(#901195) 27
(609 WIDE)
17-03-22-00-3200
MS POSTAL SEMCE
GRAPHIC SCALE
lao 0 w 100 200 100
( IN FEET )
1 inch = 100 ft
LEGEND:
PROPERTYLINE
----------EASEMENT LINE
B.S.L. BUILDING SETBACK LINE
CENTERLINE
/ / / / / / / / / / / / / / BUILDING LINE
DEED EXCEPTION
• FOUND MONUMENT PER RECORD
REGISTERED
PROFESSIONAL
LAND SURVEYOR
JLfLY 11, 2000
MITCHELL DURYEA
EXPIRES 12/31/2017
BOUNDARY &
EASEMENTS
ALTA/NSPS LAND TITLE SURVEYI
CURVE TABLE
CURVE DATA
LONG CHORD
CURVE
RADIUS
DELTA
LENGTH
BEARING
LENGTH
Cl
2917.93'
3'31'26"
179.46'
S02'31'23'E
179.44'
C2
127.00'
22'35'26"
50.07'
S10'31'53"W
49.75'
C3
53.00'
2174'43"
19.66'
S11*12'04"W
19.54'
C4
127.00'
2154'37"
48.56'
S15'55'15"W
48.27'
C5
53.00'
2154'20"
20.27'
S15'55'15"W
20.14'
C6
40.00'
29'13'50"
20.41'
S18'55'27'W
20.19'
C7
127.00'
5'34'45"
12.37'
S2'01'32"W
12.36'
EXCEPTION TO LEGAL
DESCRIPTION (#2007-022874)
17-03-22-00-3502
FNJGLESTAD FAML f
LLC
14' SANITARY SEWER
:ASEMEN7 (#7650099) 21
03-22-00-3500
6' POWER AND TELEPHO.E8, -- D�I�����0��
EASEMENT (#82151) 13
-PERMANANT EASEMENT (N Io�2D�5� MON FOR BICYCLE/PEDESTRIAN45 CRE II IJ OU N
FACILITY MAINTENANCE
GATEWAY LOOP
(A PUBLIC STREET)
�m
m 10' ELECTRIC EASEMENTO
(#8943900) 25
1m
No 10' UTILITY EASEMENT
(#9840795) 32 34
(#9673241)
1 1
� I
III
II
II
1117
111
111
III
II
II
II
111
111
II
III
II
II
II
111
J 1
5054311 E - _ - -i i C�
i 93.20' - _ - - - - - - - - --�EXCEPTICN TO LEGAL - - - - - - - - - - - - - - - -
545IS OF 800.07'
�- � DESCRIPTION 2008-058324 56 52739'44"E SO4'S7'57'W
p 539'45'43"E _ - _ _ (# ) BASIS OF BEARINGS ="'
�$ 46.13' _ _ _ - _ - - - - - - _ 46.37 .... S28'S4'23_W 148.74' -
55'43'11"E
� 872
/ L=24
R=290449.93
A-453'38"
/ CH=S9'46'48"E
248.05'
PUBLIC ROAD EASEMENT
1730'11" 7' PUBLIC UTIUTY L=222.53' (#2008-056324)
3192' EASEMENT 35 R=2904.93 UTIUTY EASEMENT
GATEWAY STREET (WIDTH VARIES) 27 (#901195,
(#9765399) (1423
INCE '21"
LEGAL CH=S2'46'21"W
22148' (A PUBLIC STREET)
85.15' NORTH ENTRANCE
EXCEPTION TO LEGAL
DESCRIPTION
(#90-11194)
(#901195) 27
(609 WIDE)
17-03-22-00-3200
MS POSTAL SEMCE
GRAPHIC SCALE
lao 0 w 100 200 100
( IN FEET )
1 inch = 100 ft
LEGEND:
PROPERTYLINE
----------EASEMENT LINE
B.S.L. BUILDING SETBACK LINE
CENTERLINE
/ / / / / / / / / / / / / / BUILDING LINE
DEED EXCEPTION
• FOUND MONUMENT PER RECORD
REGISTERED
PROFESSIONAL
LAND SURVEYOR
JLfLY 11, 2000
MITCHELL DURYEA
EXPIRES 12/31/2017
BOUNDARY &
EASEMENTS
ALTA/NSPS LAND TITLE SURVEYI
P
-- o --ca
TARGET
PACIFIC HIGHWAY INTERSTATE 5 (300' WIDE)
(A PUBLIC STREET)
GATEWAY LOOP (60' WIDE)
FREET)
Q a.
(:nq
„q,
A
PANE -RA BREAD,
o
-di;
1 \ I
v�
v \ SY� °
'.64
,
°
GATEWAY STREET (WIDTH VARIES)
MUL T/— TENANT MUL T/— TENANT (A PUBLIC STREET)
BU/LD/NG #1 BU/LD/NG #3
MUL 77— TENANT
SU/LD/NG �OK2
r-
IF+1 I - -
8
BU/LD/NG DE -TAILS — NOT TO SCALE
PROFESSIONAL
LEGEND.
��
SURVEYOR
— —LAND
PROPERTY UNE
--
— EASEMENT UNE
BUILDING SETBACK LINE
GRAPHIC SCALE
OREGON
J LY 11, 2000
— —CENTERLINE
MITCHELL DURYEA
1m o m +m zm zao
59638
BUILDING UNE
EXPIRES 12/31/2017
—..zz-8•
CHAIN LINK FENCE
'—■
SIGNS
( IN FEET )
1 inch = 100 ft
HANDICAP PARKING SPACE
LIGHT POLE
®
CATCH BASIN
MANHOLE
MUL 77— TENANT
MUL 77— TENANT
"UL 77— TENANT
APPLEBEE S
C
C
CONCRETE SURFACE
BUFFALO
VA N
PANERA BREAD
BU/LD/NG #1
BU/LO/NG ,f2
BU/LD/N#3 G
ROADHOUSE GR/LL
CARL'S ✓R.
f
❑ o
UTILITY VAULT / BOX
WILD W/NGS
H/=26 f
H/=21 t
H/=29 f
H/=24 f
H/=23f
H/=21 f
H/=24 H/=26 f
AREA = 5,506 AREA = 3 679
SITE
PT
N
H/=29 f
AREA = 1,207
AREA = 4,470 SO. FT.
AREA = 11,871 SO. FT.
AREA = 4,4674
AREA = 7,106
AREA = 7 129
1 iJ�il
��
WATER /GAS VALVE
AREA = 5, 926
SO. FT. (FOO TPR/N TJ
(FOO 7PR/N TJ
FOO TPR/N TJ
SO. FT. (FOO TPR/N TJ
SO. FT. (FOO TPR/N TJ
SO. FT. (FOO TPR/N TJ
SO. FT. (F00 77�R/N TJ SO. FT. (FOO 7PR/N TJ
TRAFFIC SIGNAL
SO. FT. (FOO7PR/NTJ
1 STORY
1 STORY
1 STORY
1 STORY
1 STORY
1 STORY
W000 FRAME W000 FRAME
ALTA/NSPS LAND TITLE SURVEY
1 STORY
WOOD FRAME
WOOD FRAME
WOOD FRAME
WOOD FRAME
WOOD FRAME
WOOD FRAME
1%
®
FIRE HYDRANT
WOOD FRAME
/38.1
THE S H O P P ES AT GATEWAY
STORM MANHOLE
55.0
5 6.7
.66.4
O
POWER POLE
,557
,8.4
B.B'
06TREE
n'
3000 GATEWAY STREET
UNE / BRUSH / LANDSCAPE
126.0 ,'�
P
18,3 / ,4
*
MISCELLANEOUS UTILITY
O o
SPRINGFIELD OR 97477
C5
/11.0
0n
0
n
N/ N
■ ❑
TRANSMISSION UNE TOWER
o
0 .v
°' 9.3
m M
DURYEA & ASSOCIATES, P.S.
W
11.9
Nf
J
2702 N. Perry Street, Spokane WA 99207
1 o.1'
24.3/
18.1 6 1 34.7'
w
9.5 6a.7•
91.1`
11.0
W
M
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m,7.0
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37.6 d
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44.1/
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55.7/
75.2
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neTr• DECEMBER 2016
curry.
BU/LD/NG DE -TAILS — NOT TO SCALE
b p o a 13
PACIFIC bHIGHWAY INTERSTATE 5 (300' MIDI X X X X X X
x x x z z x X % STORM SEWER VARYING WIDTH ELECTRIC LINE
RIGHT-OF-WAY (A PUBLIC STREET) EASEMENT (8.901195)27
EASEMENT (860269, 60270)
8
EASEMENT 70248 — _ —
I — — DRAINAGE CHANNEL
•---------------------- �1 T�� �—tar—aa_+——'ss--- r ---------------------------------- --------------------------------------- �--------------------------------- ��3�—� �— —
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.I-.. _ ___�RAIRAGE-CHAHNE�'
13
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1.
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3
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LINE_________________________-____
WATER f____________________________
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+ (89640795 EASEMENT (#9008986)
33 (89673241) 226.9'
I' ) :i h 111 -------------------- - ����--�c--__ --__ ✓ O V �'
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5.0' \
11 WALMART I I 1 _----------
---- _
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t,l 11. 28.4' HIGH H 1 343.0' ':.: I I CABELA'S
I I I 1 All 1 I'^ 2800 GATEWAY ST. /
'I I 1111 li i i it X 1 - 1 STORY BLOCK BUILDING
/fiz
1 1 I 1 aR 51,694 S.F. (FOOTPRINT)
38.3' HIGH
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26.0'.. I 1 I 10 U(�TY EASEMENT32
zo' PUT ( Un706 11 II _\ I..I 795)
(#e ) ..�
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�+ 1 I I 119.1' II II II 11 '1 ASPHALT SURFACE
LQ5.2' }4.2'/ 1 1 ASPHALT SURFACE .. I _ _ __ i� ___ ___
111 33 '� 4 1I 11 11 11 11 �` .�. ' 'L °
O 1 1. 1
ASPHALT SURFACE 1 SNC •/
ey I 1 1 1 -"7 O 11..,,.11 - - - --------------------------------------
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16.3' m y QLO
ii 22 O 1 II II I# - 2750 GATEWAY ST. avomlpc 6a' 1a49' HEIGHT=28.2' C : za s•1 -7.a• 1------------------------
11
_ __ ___O __ ________ _____\ 61.Y - -
HEIGHT -24 I
1 1 1 1 STORY BLOCK BUILDING �j
ii # 11 i li 114,331 S.F. (FOOTPRINT)
24.5' HIGH
96.2. W
M SEWER
IT (#901195)-
(#90{111195)--
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+'
ns
143.0'
\\\ \ \\\\ ASPHALT SURFACE—'
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I /
\ \ 32 34 \\ \\ \\ \�\\ V�\ 1 0 0 DIM 0 + .
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\ 2720 GATEWAY ST. \ \ \ - _ ,,..// 1 STORY BLOCK BUILDING \\ \\ , - ----__
\� 13,068 S.F. (FOOTPRINT)
\\ 28.2' HIGH-
\ - 20' PUBLIC UTILITY
\
eOy \\\ P @EASEMENT (88007082)
6/
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0
LEGEND: PARCEL 0-5
---------PROPERTY UNE Pm 3917
--------------------------- EASEMENT LINE
— e.S.L-' -' - BUILDING SETBACK UNE
— - — - — - — - — CENTERLINE
///////////// / BUILDING UNE
—XXXX-6: CHAIN UNK FENCE
SIGNS
b HANDICAP PARKING SPACE
a LIGHT POLE
®CATCH BASIN
O MANHOLE
C CONCRETE SURFACE
❑ o UTILITY VAULT / BOX
pd WATER / GAS VALVE
4�,-J TRAFFIC SIGNAL
W
V/
W
THE SHOPPES AT GATEWAY
2750 GATEWAY ST.
1
1 STORY BUILDING
BLOCK BUILDING
f /T
405,689 S.F. (FOOTPRINT)
V /
I /
\ \ 32 34 \\ \\ \\ \�\\ V�\ 1 0 0 DIM 0 + .
10' UTI JTY EASEMENT \\ \\ \\ \\\ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o 0 +
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\ - 20' PUBLIC UTILITY
\
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6/
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LEGEND: PARCEL 0-5
---------PROPERTY UNE Pm 3917
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— e.S.L-' -' - BUILDING SETBACK UNE
— - — - — - — - — CENTERLINE
///////////// / BUILDING UNE
—XXXX-6: CHAIN UNK FENCE
SIGNS
b HANDICAP PARKING SPACE
a LIGHT POLE
®CATCH BASIN
O MANHOLE
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❑ o UTILITY VAULT / BOX
pd WATER / GAS VALVE
4�,-J TRAFFIC SIGNAL
Yf FIRE HYDRANT
® STORM MANHOLE
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+ GRAPHIC SCALE
MISCELLANEOUS UTIUTY
eo o m m m0 zoo
■ TRANSMISSION UNE TOWER
( IN FEET )
1 inch = 50 ft.
29:
2 ST01
--------------
/ : - 48.86
y \ /
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------------_
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I 1
12' WATER LINE
1 I EASEMENT (89008986) 26 /
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, ASPHALT SURFACE
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3
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--_- MULT1-TENANT ; MULn-TENANT
--, -- 2 ;w - 2880 GATEWAY SLBUILIDING BUILIDING
860 GST.ATEWAY (SEE SHEET 3)VACANT 0 PHYSICAL
2790 GATEWAY (SEE SHEET 3)/
5T
FEATURES
EE SHEET 3) O _ + ,. o STORM SEWER 27
/ - J :. �- j{-}{ /+I v EASEMENT (8901195)0
27 UTIUTY EASEMENT - w +CTA)+
ALTA/NSPS LAND TITLE SURVEY
Al O (Be01195) /��� -----.-----------N-----------------w THE SHOPPES AT GATEWAY
'll ,ASPHALT SURFACE— �� /:. m — —
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_ ---- �_ _ _ _ �,— B�, _� -- BDSsor, - - - G - SPRINGFIELD, OR 97477
- \ + ____
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WILD WINGS ------ - DURYEA & ASSOCIATES, P.S.
' s `R
2770 q I r - --- 7' PUBLIC UTILITY
GATEWAY ST. q �. -- ----" EASEMENT ASPHALT SURFACE --/2702 N. Perry Street, Spokane WA 99207
\% SEE SHEET 3) PTI' �Zi _-__ _ --------- pa (89765399) @--- ----- - - tel: (509) 465-8007
13 _ -� PUBLIC ROAD EASEMENT www.duryea-associates.com
(82008-056324)
DATE: DECEMBER 2016 SHEET:
L _ J SCALE: 1" = 50'
16.6 4 OF 5
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PROJECT SURVEYOR: MJD
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35.4' - / -�- LAST DATE OF REVISION: 2/28/17 JOB NO.: 15-2022
\1
1
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® STORM MANHOLE
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+ GRAPHIC SCALE
MISCELLANEOUS UTIUTY
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( IN FEET )
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29:
2 ST01
--------------
/ : - 48.86
y \ /
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_____
------------_
____
lk}
I 1
12' WATER LINE
1 I EASEMENT (89008986) 26 /
I
, ASPHALT SURFACE
I Y —
a I II I
I --
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____ASPHALT SURFACE PANGAT BREAD\ STERED
.2810 GATEWAY 5T . �\ C PROFESSIONAL
1 I 1 \ \ \ �o
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D $ \ \ \\ ASPHALT WRFACE--
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E SHEET +.:._ 59638
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\_o EXPIRES 12/31/2017
--_- MULT1-TENANT ; MULn-TENANT
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860 GST.ATEWAY (SEE SHEET 3)VACANT 0 PHYSICAL
2790 GATEWAY (SEE SHEET 3)/
5T
FEATURES
EE SHEET 3) O _ + ,. o STORM SEWER 27
/ - J :. �- j{-}{ /+I v EASEMENT (8901195)0
27 UTIUTY EASEMENT - w +CTA)+
ALTA/NSPS LAND TITLE SURVEY
Al O (Be01195) /��� -----.-----------N-----------------w THE SHOPPES AT GATEWAY
'll ,ASPHALT SURFACE— �� /:. m — —
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_ ---- �_ _ _ _ �,— B�, _� -- BDSsor, - - - G - SPRINGFIELD, OR 97477
- \ + ____
� BUFFALO �1 I A -___ tII [] -- - _ .. ' . -.. f _ 'oa
WILD WINGS ------ - DURYEA & ASSOCIATES, P.S.
' s `R
2770 q I r - --- 7' PUBLIC UTILITY
GATEWAY ST. q �. -- ----" EASEMENT ASPHALT SURFACE --/2702 N. Perry Street, Spokane WA 99207
\% SEE SHEET 3) PTI' �Zi _-__ _ --------- pa (89765399) @--- ----- - - tel: (509) 465-8007
13 _ -� PUBLIC ROAD EASEMENT www.duryea-associates.com
(82008-056324)
DATE: DECEMBER 2016 SHEET:
L _ J SCALE: 1" = 50'
16.6 4 OF 5
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PROJECT SURVEYOR: MJD
�- DRAWN BY: CCS
35.4' - / -�- LAST DATE OF REVISION: 2/28/17 JOB NO.: 15-2022
°a Csj PACIFIC HIGHWAY INTERSTATE 5 (3009 WME)x x
STORM SEWER VARYING WIDTH ELECTRIC UNE
Z x z z z z z z x x z z n z�
(A PUBLIC HIGHWAY) S MNT ($901195)
SEWER
27
EASEMENT (8901195) EASEMENT (860289, 60270) 15 18 27EASEE
— _ — — _– — — — — — — — _ — DRAINAGE CHANNEL — _ — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
DRAINAGE CHANNEL J
\\ .\♦\ \\ 'l Tf TE
z
----------------- _-------- _--------- __ ___________________
_---------------------------------♦ ♦ III♦ `SII ® 1 1�`
3' ELECTRIC EASEMENT\ ♦♦ \ \ \ \ \v I ♦♦
PHALT SURFACE) ASPHALT SURFACE ASPHALT SURFACE 25 (88943900) \\ \♦ \\ \\ -��- ---------u
---------'-.. ----\----`- —I--------- -- - -#-- ---- -
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LEGEND:
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— CENTERUNE
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MISCELLANEOUS UTIUTY
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REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
J LY 11, 2000
MITCHELL DURYEA
059638
EXPIRES 12/31/2017
PHYSICAL
FEATURES
ALTA/NSPS LAND TITLE SURVEYI
Shoppes at Gateway— Southwest Parking Lot Addition May 18, 2021
Site Plan Review— Mai or Modification Pre -Submittal AOplication
I. Exhibit I: Assessor's Map
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