HomeMy WebLinkAboutPacket, DRC PLANNER 7/1/2021AGENDA
DEVELOPMENT REVIEW
COMMITTEE
DEVELOPMENT SERVICES DEPARTMENT
225 FIFTH STREET
Conference Room 616
StaffReview.' Tuesday, Juiy 20, 2021 9; 00 —10,•00 a,m,
1. Site Plan Mod Major 811-21-000165-TYP2 811-21-000125-PROJ BRFI Gateway
Assessor's Map: 17-03-22-00 TL: 2305
Address: 2730 Gateway Street
Existing Use: vacant area
Applicant submitted plans for new surface parking lot at SW corner of existing mall site.
Planner: Andy Limbird
Meeting: Tuesday, July 20, 2021 9:00 — 10:00 virtual meeting via Microsoft Teams
The Complete DRC Packet for this meeting is available online for you to review or print out
from the laserfiche website: htto://www.sr)rinafield-or.gov/weblink8/browse.aspx
City of Springfield
Development & Public Works
225 Fifth Street
Springfield, OR 97477
Site Plan Review
SPRINGFIELD
W 0#/
Revised 1/7/14 Id 1 of 11
Site Plan Review Pre -Submittal: ❑ iMajor Site Plan Modification Pre -Submittal,
Site Plan Review Submittal: ❑ Ma'or Site Plan Modification Submittal:
Required Project Information (Applicant. complete this section)
Applicant Name: Bo Cromelin Phone: 310-857-4291
Company: BRFI Gateway, LLC
Email: Bo@balboaretaii.com
Address: 11611 San Vincente Boulevard, Suite 900, Los Angeles, CA 900049
Applicant's Re .:Geoff Larsen PE
I Phone: 503-601-5968
Company: Mazzetti / BHEGrou
lEmail:glarsen@mazzeth.com
Address: 940 Willamette St, Suite 310, Eugene, OR 97401
Property Owner: See Below
Phone: 310-857-4291
Company: BRFI Gateway, LLC
Email: Bo@balboaretail.com
Address: 11611 San Vincente Boulevard, Suite 900, Los Angeles, CA 900049
ASSESSOR'S MAP NO: 1703220
1 TAX LOT NO(S): 2305
Property Address: 2730 Gateway St, Springfield, OR 97477
Size of Property: 5.96 Acres X]Square Feet ElN/A
Proposed no. of
Proposed Name of Project: Shoppes at Gateway - Southwest Parking Lot Addition
Description of If you are filling in this form by hand, please attach your proposal description to this application.
Proposal: Refer to attached written statement.
Existing Use:Shopping center/ mall
New Impervious Surface Coverage (Including Bldg. Gross Floor Area): 21,450 sf
Si natures: Please sign and Drint Mour name and date in the acicirociriate
Required Project Information (City Intake Staff.,
Associated Applications:
box on the next pace.
complete this section)
Signs:
Pre -Sub Case No.:
Date:
Reviewed by:
Case No.:
Date:
Reviewed by:
Application Fee: $
Technical Fee: $
Posta a Fee: $
TOTAL FEES: $
I PROJECT NUMBER:
Revised 1/7/14 Id 1 of 11
Shoppes at Gateway— Southwest Parking Lot Addition
Site Plan Review— Mai or Modification Pre -Submittal?
Contents
June 25, 2021
A. Location and Property Information..................................................................................... 3
B. Existing Development Agreement and Site Use................................................................. 4
C. Proposed Modifications and Site Use................................................................................. 4
IV. APPROVAL CRITERIA..................................................................................................... 5
A. Compliance with Zoning Requirements: ............................................................................ 5
B. Maintaining Adequate Capacity in Public and Private Facilities :...................................... 5
C. Compliance with Applicable Design and Construction Standards :.................................... 6
D. Compliance with Parking and Ingress -Egress Standards :.................................................. 6
E. Protection of Physical Features:.......................................................................................... 6
V. COMPLIANCE WITH SPRINGFIELD DEVELOPMENT CODE ................................... 6
A. Section 3.2-300 - Commercial Zoning Districts................................................................. 6
3.2.310 Schedule of Use Categories................................................................................... 6
3.2.315 Base Zone Development Standards....................................................................... 7
B. Section 3.3-200 - Drinking Water Protection Overlay District .......................................... 7
3.3-220 Time of Travel Zones............................................................................................. 7
3.3-225 Review...................................................................................................................7
3.3-235 Standardsfor 11vadousMaterials within Time of Travel Zones........................7
C. Section 3.3-400 Floodplain Overlay District...................................................................... 8
3.3-410 Applicability ..........................................................................................................8
D. Section 4.2-100 - Infrastructure Standards - Transportation .............................................. 8
4.2-105 Public Streets......................................................................................................... 8
4.2-110 Private Streets.......................................................................................................8
4.2-115 Block Length..........................................................................................................8
4.2-120 Site Access and Driveways....................................................................................8
4.2-125 Intersections.......................................................................................................... 8
4.2-130 Vision Clearance...................................................................................................8
4.2-135 Sidewalks...............................................................................................................8
4.2-140 Street Trees ............................................................................................................9
4.2-145 StreetLighting.......................................................................................................9
0
MAZZETTI I BHEGroup
...mazzettimm
T 541.686.8478
940 Willamette Stre" Suite 310, Eugene, OR 97401
Shoppes at Gateway— Southwest Parking Lot Addition
Site Plan Review— Mai or Modification Pre -Submittal?
June 25, 2021
5.17-120 Submittal Requirements....................................................................................... 13
A.
4.2-150 Multi -Use Paths.....................................................................................................9
Required — Permitted Parking Space Calculation ..........................................
17
4.2-160 Accessways............................................................................................................9
Exhibit B:
E.
Section 4.3-100 - Infrastructure Standards - Utilities.........................................................
9
Exhibit C:
4.3-105 Sanitary Sewers.....................................................................................................
9
D.
4.3-110 StormwaterManagement......................................................................................9
Photometric Study, Details, and Proposed Lighting Cut -Sheets ....................
20
4.3-115,4.3-117 Water Quality Protection, Natural Resource Protection Areas ..............
10
Geotechnical Investigation.............................................................................
4.3-120 Utility Provider Coordination.............................................................................
10
Exhibit F:
4.3-125 Underground Placement of Utilities...................................................................
10
G.
4.3-130 Water Service and Fire Protection.....................................................................
11
23
4.3-135 Major Electrical Power Transmission Lines ......................................................
11
ALTA Survey.................................................................................................
4.3-140 Public Easements................................................................................................
11
Exhibit I:
4.3-145 Wireless Telecommunications System (WTS) Facilities .....................................
11
F.
Section 4.4 - Landscaping, Screening and Fence Standards .............................................
11
4.4-105 Landscaping........................................................................................................
11
4.4-110 Screening.............................................................................................................
11
4.4-115 Fences..................................................................................................................
12
G.
Section 4.5-100 - On -Site Lighting Standards..................................................................
12
4.5-110 Illumination and Height......................................................................................
12
H.
Section 4.6-100 - Vehicle Parking, Loading and Bicycle Parking Standards ..................
12
4.6-115 Vehicle Parking -ParkingLotDesign ................................................................
12
4.6-120 Vehicle Parking -ParkingLotImprovements .....................................................
12
4.6-125 Vehicle Parking- Parking Space Requirements .................................................
13
4.6-135 Loading Areas -Facility Design and Improvements ..........................................
13
4.6-145,150,&155 Bicycle Parking -Facility Design .....................................................
13
I.
Section 5.17-100 - Site Plan Review................................................................................
13
5.17-120 Submittal Requirements....................................................................................... 13
A.
Exhibit A:
Required — Permitted Parking Space Calculation ..........................................
17
B.
Exhibit B:
Tide Report.....................................................................................................
18
C.
Exhibit C:
Reduced Scale Site Map.................................................................................
19
D.
Exhibit D:
Photometric Study, Details, and Proposed Lighting Cut -Sheets ....................
20
E.
Exhibit E:
Geotechnical Investigation.............................................................................
21
F.
Exhibit F:
Small Site Stormwater Study..........................................................................
22
G.
Exhibit G:
Stormwater Scoping Sheet.............................................................................
23
H.
Exhibit H:
ALTA Survey.................................................................................................
24
I.
Exhibit I:
Assessor's Map................................................................................................
25
0
MAZZETTI I BHEGroup
...mazzetti.com
T 541.686.8478
940 Willamette Stre" Suite 310, Eugene, OR 97401
Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021
Site Plan Review— Mai or Modification Pre -Submittal Aoolication
I. INTRODUCTION
A. General Information
Owner and Applicant:
BRFI Gateway, LLC
Owner's Contact Information.
Bo Cromelin
11611 San Vincente Boulevard, Suite 900, Los Angeles, CA 900049
(310)857-4291
Bo@balboaretail.com
Applicants Representative:
M=etti / BHEGroup
940 Willamette St, Suite 310, Eugene, OR 97401
(541)686-8478
Contact: Geoff Larsen, P.E.
GLarsen@ma etti.com
B. Protect Summary
BRFI Gateway, LLC, is proposing a new surface parking lot at the southwest corner of the
mall site, located west of the Walmart building. This new parking area will include
approximately 81 additional compact parking spaces, with three additional optional
parking stalls that may be constructed in the future.
IL LAND USE REQUEST
The applicant is requesting approval of a Site Plan Review Major Modification (SPRMM),
under the Type II land use process, for the project. The nature of the proposed
redevelopment and associated site plan is documented in this written statement, supporting
exhibits, and drawings. Section III, below, provides context and background information
for the existing and proposed development site and associated uses. Section IV, below,
provides specific information necessary to evaluate application approval criteria.
III. SITE INFORMATION
A. Location and Property Information
Location: The development site is located in the Gateway area of Springfield, bordered by
Gateway Street to the east, I-5 to the west, Harlow Road to the south, and commercial
property to the north.
Proper :The development site is located within Tax 2109, 2200, 2218, 2219, 2300, 2307,
and 2305 of Lane County Assessor's Map 17-03-22. GGP-Gateway Mall L.L.C. owns all
Tax Lots except Lot 2307, which is owned by Target Corporation. The site comprises
0 ...mazzew.com
MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408
Shoppes at Gateway— Southwest Parking Lot Addition
Site Plan Review— Mai or Modification Pre -Submittal?
June 25, 2021
approximately 70 acres while the development area within the site comprises
approximately one acre. Refer to the Title Report and ALTA Survey in Exhibits B and H
for additional property information.
Floodplain: Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map
(FIRM) No. 41039CI I33F lists the site as "Zone V which is outside of the 500 -year
floodplain, and not within a special flood hazard area.
Soil Conditions: The National Resources Conservation Service (MRCS) Soil Survey
classifies the on-site soils as Courtney Gravelly Silty Clay Loam, Malabon Silty Clay
Loam, Malabon-Urban Land Complex, Salem Gravelly Silt Loam, and Salem -Urban Land
Complex. The approximate depth to groundwater is greater than 60 -inches.
B. Existing Development Agreement and Site Use
The existing Gateway Mall development was originally approved through a 1988 site plan
review and Disposition and Development Agreement (Journal #88-44251). The site plan
has been subsequently modified several times to accommodate a new movie theater, anchor
stores, satellite building pads, site improvements, and public transit projects.
The most recent Site Plan Review Modifications were approved in 2014 and are
summarized as follows:
Type II Site Plan Review Major Modification (Case TYP213-00017): Included
removal of Movies 12 theater and reconfiguration of main mall building and
addition of satellite building pads east of the mall building. Approved was issued
on January 3, 2014.
Type I Site Plan Review Minor Modification (Case TYP114-00018): Included
reconfiguration of satellite building pads east of the mall building and relocation of
the covered walkway from the bus station. Approval was issued July 17, 2014.
Type I Site Plan Review Minor Modification (Case TYP114-00031): Included
father reconfiguration of the satellite building pads east of the mall building
Approval was issued December 11, 2014.
C. Proposed Modifications and Site Use
The currently proposed Major Modification request will modify the previous 2014 Major
Modification and SPRMM to expand the amount of available parking on the southwest
comer of the site. These proposed modifications will not alter the site use or generate
additional trips to or from the site. The proposed parking expansion is intended for use as
overflow parking for peak shopping days such as holidays.
0
MAZZETTI I BHEGroup
...mazzetti.com
T 541.686.8478
940 Willamette Stre" Suite 310, Eugene, OR 97401
Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021
Site Plan Review— Mai or Modification Pre -Submittal Application
IV. APPROVAL CRITERIA
In accordance with Springfield Development Code (SDC) 5.17-125 (A) through (E), the
criteria for approval of the SPRMM application includes compliance with zoning
requirements, maintaining adequate capacity in public and private facilities, compliance
with applicable design and construction standards, compliance with parking and ingress -
egress standards, and protection of physical features. The findings presented below
document compliance with each of the approval criteria and applicable sections of the
SDC. This section is organized to follow the format of the applicable SDC Sections, which
are outlined in bold below, where included. The wording of the SDC is shown in italics
below, followed by the proposed findings of fact in normal text.
A. Compliance with Zoning Requirements:
The coning is consistent with the Metro Plan diagram, and7or the applicable Refinement
Plan diagram, Plan District map, and Conceptual Development Plan.
Findings: The development site is zoned and designated Community Commercial (CC)
according to the Springfield Zoning Map and adopted Gateway Refinement Plan. There
are no proposed changes to the zoning for this site. Refer to findings under SDC 3.2-300
for further discussion.
The existing I-5 corridor and the elevated Harlow Road to the south provide a visual buffer
between the proposed development site and the existing residential areas to the west and
south.
B. Maintaining Adequate Capacity in Public and Private Facilities:
Capacity requirements ofpublic andprivate facilities, including, but not limited to, water
and electricity, sanitary sewer and stormwater management facilities, and streets and
traffic safety controls shall not be exceeded and the public improvements shall be available
to serve the site at the time ofdevelopment, unless otherwise providedfor by this Code and
other applicable regulations. The Public Works Director or a utility provider shall
determine capacity issues.
Findings: The capacity of existing and proposed public and private facilities is expected to
be adequate for the proposed development. The proposed development does not alter the
site use, nor does it increase demand for public transportation, water, or sewer
infrastructure. Refer to findings for SDC 4.3-100 - Infrastructure Standards -Utilities,
below for further discussion about availability and capacity of public and private utilities.
Refer to findings for SDC 4.2-100 - Infrastructure Standards -Transportation, below, for
father discussion about availability and capacity for streets and traffic safety controls.
0
MAZZETTI I BHEGroup
...mazzetti.com
T 541.686.8478
940 Willamette Stre" Suite 310, Eugene, OR 97401
Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021
Site Plan Review— Maier Modification Pre -Submittal Application
C. Compliance with Applicable Design and Construction Standards:
The proposed development shall comply with all applicable public andprivate design and
consnuction standards contained in this Code and other applicable regulations.
Findings: The proposed development will comply with the applicable design and
construction standards of the SDC and the Springfield Engineering Design and Procedures
Manual (EDSP). Refer to findings for SDC 3.2-300, 3.3-200, 3.3-400, 4.2-100, 4.3-100,
4.4-100, 4.5-100, 4.6-100, in Part IV below for specific standards.
D. Compliance with Parking and Ingress -Egress Standards:
Parking areas and ingress -egress points have been designed to: facilitate vehicular traffic,
bicycle and pedestrian safety to avoid congestion, provide connectivity within the
development area and to adjacent residential areas, transit stops, neighborhood activity
centers, and commercial, industrial andpublic areas, minimize driveways on arterial and
collector streets as specified in this Code or other applicable regulations and comply with
the ODOT access management standards for State highways.
Findings: The proposed development will not modify existing ingress -egress points and
onsite circulation routes for this site. Refer to the findings under SDC 4.2-100, below for
father discussion about compliance with ingress -egress and parking standards.
E. Protection of Physical Features:
Physicalfeatures, including, but not limited to: steep slopes with unstable soil or geologic
conditions, areas with susceptibility of flooding, significant clusters of trees and shrubs,
watercourses shown on the WQLW Map and their associated riparian areas, other
riparian areas and wetlands specified in Section 4.3-117, rock outcroppings; open spaces,
and areas of historic and/or archaeological significance, as may be specified in Section
3.3-900 or ORS 97.740-760, 358.905-955 and 390.235-240, shall be protected as specified
in this Code or in State or Federal law.
Findings: Physical features will not be impacted as a result of the proposed development.
Refer to findings under SDC 4.3-115 and 117, below, for further discussion.
V. COMPLIANCE WITH SPRINGFIELD DEVELOPMENT CODE
A. Section 3.2-300 - Commercial Zonine Districts
3.2.310 Schedule of Use Categories
Findings: The development is not proposing new uses complying with the
"Permitted Use" category for the CC district. Existing uses subject to "Special
Development Standards" in the CC district, may continue to function at their
current location or within a relocated space within the main mall building. Such
uses may include existing automobile repair garages, automobile rentals, and
0 ...mazzew.com
MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR 974001
Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021
Site Plan Review— Maier Modification Pre -Submittal Aoolication
arcades
3.2.315 Base Zone Development Standards
Findings: Compliance with Base Zone Development Standards is summarized as
follows:
Lot Size and Frontage: The proposed development will have no impact on the lot
size or street frontage.
Building Setback: The proposed development will have no impact on building
setbacks.
Parking. Driveway, and Outdoor Storage Setback: The proposed development will
maintain a minimum setback distance of 5 -feet between the front, side, and rear
property lines and adjacent parking lots or interior access drives.
Maximum Building Height: The proposed development will have no impact on
building heights.
B. Section 3.3-200- Drinking Water Protection Overlay District
3.3-220 Time of Travel Zones
Findings: The property is located within the 10-20 year and 20-99 year time of
travel zones (TOTZ) as shown on the Site Plan — Overall drawing (Sheet C200).
The development area within the site is located outside of and beyond the 20-99
year time of travel zone.
3.3-225 Review
Findings: Per SDC 3.3-225(A)(2)(a) and (b), a Drinking Water Protection (DWP)
Overlay District Development Applicationis required when there is a change muse
that affects storage, use, and/or production of hazardous materials that pose a risk
to groundwater; or there is an increase in quantity of hazardous or other materials
that pose a risk to groundwater that are stored, used, and/or produced. The proposed
development will not affect the storage, use, and or production of hazardous or
other materials that pose a risk to groundwater; nor will the development increase
the quantity of hazardous or other materials that pose a risk to groundwater that are
stored, used, and/or produced.
3.3-235 Standards for Hazardous Materials within Time of Travel Zones
Findings: The proposed development will not involve the storage, handling,
treatment, use, production, or keeping on the premises of more than 20 gallons of
hazardous materials that pose a risk to groundwater.
0 ...mazzetti.com
MAZZETBHEGroup 940 Willamette Stre" Suite 310, Eugene, OR TI
Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021
Site Plan Review— Maier Modification Pre -Submittal Application
C. Section 3.3-400 Floodplain Overlav District
3.3-410 Applicability
Findings: The Floodplain (FP) Overlay District applies to all areas of special flood
hazard. Federal Emergency Management Agency (FEMA) Flood Insurance Rate
Map (FIRM) No. 41039CI133F lists the site as "Zone X" which is outside of the
500 -year floodplain, and not within a special flood hazard area.
D. Section 4.2-100- Infrastructure Standards- Transportation
4.2-105 Public Streets
Findings: Since the proposed development does not include any new public streets,
the design standards stipulated in SDC 4.2-105 do not apply.
4.2-110 Private Streets
Findings: No new private streets are proposed with the development; therefore,
this section does not apply.
4.2-115 Block Length
Findings: The proposed development will not impact the alignment of any existing
public or private streets, nor are any new public or private streets proposed.
Therefore, this section does not apply.
4.2-120 Site Access and Driveways
Findings: The proposed development will impact any site access points or
driveways. Therefore, the standards of this section for new access points and
driveways do not apply.
4.2-125 Intersections
Findings: The development will not add or remove any public intersections.
Therefore, the standards of this section for new access points and driveways do not
apply.
4.2-130 Vision Clearance
Findings: The proposed development will not be constructing new streets or new
access points to existing streets. Therefore, the requirements of this section do not
apply.
4.2-135 Sidewalks
Findings: The development will not include new sidewalks within the public right-
of-way. Therefore, the requirements of this section do not apply.
0 ...mazzew.com
MAZZETBHEGroup 940 Willamette Stre" Suite 310, Eugene, OR TI
Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021
Site Plan Review— Mai or Modification Pre -Submittal Aoolication
4.2-140 Street Trees
Findings: The proposed development will not construct new public roadways and
does not impact existing street trees within the right of way. Therefore, the
requirements of this section do not apply.
4.2-145 Street Lighting
Findings: The proposed development will not construct new public roadways or
impact existing public street lighting. Therefore, the requirements of this section
do not apply.
4.2-150 Mufti -Use Paths
Findings: The proposed development will not abut or impact any existing or
proposed multi -use paths. Therefore, the requirements of this section do not apply.
4.2-160 Accessways
Findings: The proposed development will not abut or impact any existing or
proposed accessways. Therefore, the requirements of this section do not apply.
E. Section 4.3-100- Infrastructure Standards- Utilities
4.3-105 Sanitary Sewers
Findings: The proposed development will not include modifications to sanitary
sewers or modifications to site uses that will impact the demand on the existing
sanitary sewer infrastructure. Therefore, the requirements of this section do not
apply.
4.3-110 Stormwater Management
Findings: Stormwater runoff from the majority of existing development area is
collected through an existing closed -pipe system, draining to an existing public
open channel located along the west perimeter of the site. In addition to the closed -
pipe drainage system, a large area of existing parking lot along the western edge of
the property drains into the open channel through a series of curb openings. The
public open channel drains in a north to south direction and receives storm drainage
from both public and private outfalls. Refer to findings for SDC 4.3-115 below for
father discussion on these wetlands. Refer to Exhibit F for a Small Site
Stormwater Study.
Stormwater Quantity. The proposed development will result in an increase in the
overall impervious surface within the project limits and will therefore increase the
overall stormwater runoff generated from the development area. The public storm
drain that the development area will discharge to is 48" in diameter. Per
coordination with City Staff during the pre -submittal conference, stormwater
quantity control is not required for this site. However, it should be noted that while
0 ...mazzew.com
MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408
Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021
Site Plan Review— Maier Modification Pre -Submittal Aoolication
the proposed stormwater treatment facilities for the development area will be sized
for the water quality storm, they will also result in reduced peak flows from larger
storm events.
Stormwater Treatment: The proposed development will include vegetated
stormwater treatment improvements, which will include vegetated rain gardens
located at the east and west sides of the proposed parking lot area. These rain
gardens will receive drainage from the majority of the new or redeveloped vehicular
non -building roof area. The proposed stormwater treatment facilities will be
designed to meet the requirements of the Eugene Stormwater Management Manual,
as referenced the City's stormwater quality standards presented in Chapter 3 of the
Engineering Design Standards and Procedures Manual (EDSP). TSS, bacteria, and
mercury standards are addressed through compliance with the Eugene Stormwater
Management Manual.
Stormwater Point Source Pollution Control: The proposed development will not
include any of the activities listed under EDSP 3.02.4.A for point source pollution
control.
4.3-115,4.3-117 Water Quality Protection, Natural Resource Protection Areas
Findings: The open channel located along the west perimeter of the property and
north of the development area is identified in the Springfield Water Quality Limited
Watercourses Map as a Springfield Local Wetlands Inventory area and is also an
Army Corps of Engineers wetland mitigation site. The wetlands are not mapped as
a Water Quality Limited Watercourse. However, the wetland is listed as a Locally
Significant Wetland M28 in the Springfield Local Wetlands Inventory and requires
a minimum 25' setback from construction of impervious surfaces. Therefore, no
impervious surfaces are proposed within 25' of the ordinary high-water boundary
for this wetland.
The wetland boundary usedto establish this setback was delineated during the 2014
redevelopment project. Per discussion with City staff during the pre -submittal
conference, a new wetlands delineation is not required for this project.
4.3-120 Utility Provider Coordination
Findings: Per SDC 4.3-120, utility installations will be coordinated with the
serving utility provider and the developer will be responsible for the design,
installation, and cost of utility improvements.
4.3-125 Underground Placement of Utilities
Findings: Overhead utilities are not proposed for this development.
0 ...mazzew.com
MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408
Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021
Site Plan Review— Maior Modification Pre -Submittal AOplication
4.3-130 Water Service and Fire Protection
Findings: Modifications to the domestic water and fire protection services are not
proposed for this development.
4.3-135 Major Electrical Power Transmission Lines
Findings: No modifications to major electrical power transmission lines are
anticipated; therefore, this section does not apply.
4.3-140 Public Easements
Findings: No public easements are proposed for this development.
4.3-145 Wireless Telecommunications System (WTS) Facilities
Findings: The proposed development does not include construction of anew WTS
facility. Therefore, this section does not apply.
F. Section 4.4 - Landscaping, Screening and Fence Standards
4.4-105 Landscaping
Findings: All interior parking lot planting areas will meet requirements as specified
in Section 4.4-100 for specific planting and required square footage. All other
planting areas within the limits of work will meet requirements as specified in
Section 4.4-100(F) for specific planting type and mature height (2'/z' height
maximum). Where applicable to screen outdoor mechanical devices, a 6' height
evergreen hedge will be provided.
The site plan is currently under review by Pacific Power to verify their requirements
for improvements within their easement. If trees are prohibited within the
easement, shrubs will be substituted as discussed with City staff during the pre -
submittal conference.
4.4-110 Screening
Findings: The Gateway Refinement Plan requires screening along the west and
south sides of the site. The screening plantings have been selected to meet the intent
of the screening requirements, while balancing the site conditions. Factors
considered in plant selection include the following:
• Safety / Visibility: Unauthorized pedestrian traffic currently occurs
between the I-5 / Harlow Road overpass and within the blackberry thicket
in the I-5 right-of-way. An evergreen hedge may worsen this condition.
• Elevation of Harlow Road: The parking lot is visible from Harlow Road
due to the site topography. An evergreen hedge would not effectively
screen the parking lot from view and the selected plantings will enhance
the appearance of the southern edge of the parking lot.
0 ...mazzetti.com
MAZZETBHEGroup 940 Willamette Stre" Suite 310, Eugene, OR TI
Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021
Site Plan Review— Maier Modification Pre -Submittal Aoolication
Existing Vegetation at I-5: The existing blackberries within the I-5 right-
of-way currently screen the parking lot from view. The selected plantings
have been selected to promote hearty establishment and discourage
encroachment from the adjacent blackberries.
Stormwater Facilities: The plantings within the west stormwater facility
will also serve as screening. These screening plantings within the
stormwater facility have been selected to grow well in this type of
stormwater facility. It is difficult to find an evergreen plant to survive in
these conditions.
4.4-115 Fences
Findings: Proposed fencing for screening and other purposes will not exceed 6' in
height per table 4.4-1. Therefore, a separate construction permit will not be
required. Additionally, review under Discretionary Use procedure is not warranted.
G. Section 4.5100 - On -Site Lighting Standards
4.5-110 Illumination and Height
Findings: New LED pole mounted area lighting throughout the project site will be
full cutoff and shielded to prevent sky glow and limit light trespass. The area will
be illuminated with minimal light levels needed to meet section 4.5-110 and that is
reasonable to provide both safety and security for users and to prevent unnecessary
light pollution. New pole mounted lighting will be mounted at 20'-0" above paved
surface. See sheet C201 for luminaire locations, quantities, and pole height
designation. See Exhibit D for Photometric Study.
The site plan is currently under review by Pacific Power to verify their requirements
for improvements within their easement. The maximum height of light poles is
limited by the language of the Pacific Power easement.
H. Section 4.6100 - Vehicle Parkins Loading and Bicycle Parking Standards
4.6-115 Vehicle Parking - Parking Lot Design
Findings: All parking spaces, aisle widths, striping, wheel stops, and bumper
overhangs comply with the dimensional requirements of SDC 4.6-115. An overall
parking space tabulation and typical parking stall dimensions and aisle widths can
be found on the Site Plan — Overall drawing (sheet C200) and on the Site Plan —
Development Area drawing (sheet C201).
4.6-120 Vehicle Parking - Parking Lot Improvements
Findings: All parking areas will be permanently and clearly marked on an asphalt
or concrete surface and will have adequate drainage to dispose of stormwater
runoff. Wheel bumpers will be installed where parking stalls front sidewalks and
0 ...mazzetti.com
MAZZETBHEGroup 940 Willamette Stre" Suite 310, Eugene, OR TI
Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021
Site Plan Review— Maier Modification Pre -Submittal Aoolication
landscaped areas except where those areas have been widened to account for
vehicle overhang.
4.6-125 Vehicle Parking - Parking Space Requirements
Findings: The subject site is a blend of eating and drinking establishments and
retail trades and services. The existing parking spaces at the site meet the minimum
off-street parking standard for these uses and the proposed increase will not exceed
the maximum off-street parking count. Calculations for minimum required and
maximum allowed parking spaces are included in Exhibit A. The ALTA survey
(Exhibit H) for the entire site contains a tally of the existing standard, ADA and
compact parking spaces.
SDC 4.6-120.17 requires that not more than 30% of the total parking spaces in the
parking lot be designated for compact cars. Based on previous land use approvals,
the parking within the mall site as a whole is taken in aggregate, and parking
requirements are not assessed for each tax lot. Similarly, the intent of SDC 4.6-120
is to ensure the total compact parking spaces for the site (not tax lot) does not exceed
30%. It should also be noted that the proposed parking lot is located within the
general mall control area and is outside of the Walmart lease boundary. The
proposed addition of 84 parking spaces will increase the percentage of compact
parking spaces for the site to 7.3%. For context, it should be noted that the proposed
additional parking spaces will increase the percentage of compact parking spaces
within the Walmart / Big 5 parcel (tax lot 2305) to 25%.
4.6-135 Loading Areas- Facility Design and Improvements
Findings: The proposed development does not include new loading areas or impact
existing loading areas.
4.6-145, 150, & 155 Bicycle Parking - Facility Design
Findings: The proposed development does not include new bicycle parking or
modifications to existing bicycle parking facilities.
I. Section 5.17-100 - Site Plan Review
5.17-120 Submittal Requirements
Findings: The Site Plan Major Modification application has been prepared by an
Oregon licensed Civil Engineer. Compliance with the submittal requirements of
this section is explained below:
A. The information required by SDC 5.17-120(A) is contained within the Site
Plan — Overall and Site Plan — Development Area drawings (Sheets C200
& C201) with the exception of Requirements 6, 8, 9 and 10; which do not
apply to this development as no modifications to buildings or employee
numbers are proposed and no property is being conveyed, dedicated, or
0 ...mazzetti.com
MAZZETBHEGroup 940 Willamette Stre" Suite 310, Eugene, OR TI
Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021
Site Plan Review— Mai or Modification Pre -Submittal Aoolication
reserved.
B. The information required by SDC 5.17-120(B) is contained within the Site
Assessment of Existing Conditions drawing (Sheet C100) with the
exception of Requirement 6. There are no locally significant protected
wetlands or riparian areas present on or near the development area. Time
of Travel Zones are delineated on the Site Plan — Overall drawing (C200).
C. The information required by SDC 5.17-120(A) is contained within the Site
Plan — Overall and Site Plan — Development Area drawings (Sheets C200
& C201) with the following exceptions:
• Requirements 7 and 8 do not apply as the development does not
include and is not adjacent to existing off-street loading areas or
transit facilities.
• Requirement 9 does not apply, as no Right-of-way Approach Permit
is required.
• Requirement 10 does not apply as a Traffic Impact Study is not
required. The proposed development does not meet any of the
criteria listed in SDC 4.2-105.13.
D. The information required by SDC 5.17-120(D) is contained within the
Planting drawings.
• Requirement 1: All interior parking lot planting areas will meet
requirements as specified in Section 4.4-100 for specific planting
and required square footage. All other planting areas within the
limits of work will meet requirements as specified in Section 4.4-
100(F) for specific planting type and mature height (2'/z' height
maximum). Required screening plantings on south and west side of
parking lot is shown on Drawing L100.
• Requirement2: Plant material provided in rain garden facilities will
mitigate parking lot stormwater runoff and will meet planting
material and quantity requirements. The project includes 2,731 SF
of rain garden facilities.
• Requirement 3: All planting area to be provided with a permanent
irrigation system.
• Requirement 4: Not applicable. All trees within limit of work fall
under parking lot landscape standards in Section 4.4-110(F).
• Requirement 5: All irrigation, trees and plant materials will be listed
and meet mimmum standards required. All trees and plant material
lists will include specific plant name, rrummum size, and plant type.
Topsoil specifications for planting areas, and material specifications
for rain garden facilities will also be provided.
0 ...mazzetti.com
MAZZETBHEGroup 940 Willamette Stre" Suite 310, Eugene, OR TI
Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021
Site Plan Review— Maier Modification Pre -Submittal Aoolication
• Requirement 6: Planting areas and rain garden facilities are used
within the limit of work. Under the planting area requirements,
interior parking lot standards and general landscape standards will
be met. Rain garden facilities to be designed according to plant
material and quantity requirements. All rain garden facility
materials outside of plant material to be provided by Civil.
E. The information required by SDC 5.17-120(E) is contained within the Site
Plan — Overall drawing (Sheet C200) with the exception of Requirement 4.
Information satisfying Requirement 4 is contained within the Site Storm
Drain Plan drawing (Sheet C300).
F. The information required by SDC 5.17-120(F) is contained within the Site
Storm Drain Plan drawing (Sheet C300) and the Site Paving and Grading
Plan drawing (Sheet C400), with the exception of Requirement 1. The
proposed development does not alter roof drainage patterns.
G. SDC 5.17-120(G) does not apply to this development.
H. The information required by SDC 5.17-120(H) is contained within the Site
Plan — Development Area drawing (Sheet C201) and Exhibit D:
• Location, orientation, and maximum height of proposed light
fixtures (refer to C201 and Exhibit D details).
• Lighting fixture shielding type, cut-off angles, type of illumination,
wattage, luminous area, and photometric test report (refer to Exhibit
D cut -sheets).
• Photometric study (refer to Exhibit D).
I. The information required by SDC 5.17-120(I) is contained within the
application as follows:
• Requirement 1. The required narrative description can be found in
Part I of this document.
• Requirement 2. The owner has signed the application.
• Requirement 3. The Site Plan — Overall drawing (Sheet C200)
serves as a vicinity map for the proposed development area.
• Requirement 4. Refer to the findings for SDC 3.3-200 in this
document.
• Requirement 5. No discretionary uses are planned for this site.
• Requirement 6. There is no proposed tree felling activities with this
development that would require a Tree Felling Permit.
• Requirement 7. No Annexation application is required for this
redevelopment.
• Requirement 8. Refer to the findings for SDC 4.3-117 in this
0 ...mazzew.com
MAZZErn BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR 9541.686.84774018
Shoppes at Gateway— Southwest Parking Lot Addition
Site Plan Review— Mai or Modification Pre -Submittal?
June 25, 2021
document.
• Requirement 9. Refer to the findings for SDC 4.3-117 in tris
document.
• Requirement 10. A Geotechnical Exploration of the development
site is included in Exhibit E.
��
MAZZETTI I BHEGroup
...mazzetti.com
T541.686.8478
940 Willamette Stre" Suite 310, Eugene, OR 97401
Shoppes at Gateway— Southwest Parking Lot Addition
Site Plan Review— Mai or Modification Pre -Submittal r'
VI. EXHIBITS
A. Exhibit A: Required — Permitted Parkins Space Calculation
��
MAZZETTI I BHEGroup
June 25, 2021
...mazzet i.com
T541.686.8478
940 Willamette Stre" Suite 310, Eugene, OR 97401
Exhibit A -Required / Permitted Parking Space Calculation
Tenant Name
Gross Floor
Area
Use
GSF per
Parkin S ace
Minimum
Re uired5 aces
Maximum Allowed
Spaces
Vacant
18,323
Vacant'
300
61
76
Han, Ritchie's levelers
1,281
Retail Trade and Services
300
4
5
Oregon Sports
2,502
Retail Trade and Services
300
8
30
Vacant
2,626
Vacant'
300
9
11
Vacant
750
Vacant'
300
3
3
Vacant
749
Vacant'
300
2
3
Nails Uncorked
1,903
Retail Trade mal Services
300
6
8
Vigra-Vercon
1,355
Retail Trade and Services
300
5
6
Kay's Jewelers
1,441
Retail Trade and Services
300
5
6
Game Stop
1,455
Retail Trade and Services
300
5
6
ULTA
9,748
Retail Trade and Services
300
32
41
Maurices#M001542
4,898
Retail Trade and Services
300
16
20
Vacant
3,000
Vacant'
300
10
13
Vacant
11858
Vacant'
300
6
8
Vacant
1,214
Vacant'
300
4
5
Vacant
1,641
Vacant'
300
5
7
Southerbnd Insurance
1,122
Retail Trade and Services
300
4
5
Vacant
650
Vacant'
300
2
3
Peppypotamus
4,000
Retail Trade and Services
300 1
13
17
Indulge Antiques
9,092
Retail Trade am Services
300
30
38
Vacant
4,649
Vacant'
300
15
19
Rack Room Shoes
6,757
Retail Trade and Services
300
23
28
Al Eyebrow by Threading
1,758
Retail Trade arta Services
300
6
7
Vacant
902
Vacant'
300
3
4
Vacant
704
Vacant'
300
2
3
Vacant
956
Vacant'
300
3
4
Crafters Nley
2,587
Retail Trade and Services
300
9
11
Vacant
1,077
Vacant'
300
4
4
Oregon Sports (Storage)
1,544
Retail Trade and Services
300
5 1
6
State of Oregon Military Dept
950
Retail Trade and Services
300
3
4
Vacant
480
Vacant'
300
2
2
Vacant
1,175
Vacant'
300
4
5
Cinemark#17
78,511
Retail Trade and! Services
300
262
327
Cabela's
58,773
Retail Trade and Services
300
1%
245
Vacant
60
Vacant'
300
0
0
Noodles &company
2,500
Eating and Drinking Establishment
100
25
31
Firehouse Subs
11800
Eating and Drinking Establishment
100
18
23
Menchie's Frozen Yogurt
1,200
Eating and Drinking Establishment
100
12
15
T-Mobile/Express Locations
2,291
Retail Trade and Services
300
8
30
Aspen Dental
3,497
Retail Trade and Services
300
12
15
Chipotle
2,258
Eating and Drinking Establishment
100
23
28
Pieobgy
2,248
Eating and Drinking Establishment
100
22
28
Sleep Train( Mattress Firm)
4,049
Retail Trade and! Services
300
13
17
America's Best (National Vision Inc.)
3,270
Retail Trade and! Services
300
11
14
Kohl's
98,500
Retail Trade and! Services
300
328
410
Marshalls
22,322
Retail Trade and! Services
300
74
93
Ross Dress For Less#1835
25,518
Retail Trade and! Services
300
85
106
Petco#1276
12,175
Retail Trade and Services
300
41
51
Ashley Home Store
30,236
Retail Trade and Services
300
101
126
Hobby Lobby
55,217
Retail Trade and Services
300
184
230
Hometown Buffet
10,515
Eating and Drinking Establishment
100
105
131
Buffalo Wild Wings
5,920
Eating and Drinking Establishment
100
59
74
Burger King
1,300
Eating and Drinking Establishment
100
13
16
Original Roadhouse Grill
6,917
Eating and Drinking Establishment
100
69
86
Applebee's
5,250
Eating and Drinking Establishment
100
53
66
Carl's Jr.
3,600
Eating and Drinking Establishment
100
36
45
Wal -mart M178
37,857
Retail Trade and Services
300
126
158
Big 5 Sporting Goods
13,000
Retail Trade and Services
300
43
54
Panera Bread
4,361
Eating and Drinking Establishment
100
44
55
Sears
119555
Retail Trade and Services
300
399
498
Target
113613
Retail Trade and Services
1 300
379
473
TOTAL
819,460
1
3,051
3,813
Notes
1. Vacant spaces have been accountedforas"Retail Trade and Services" in the"Minimum Parking Standard" columns
Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021
Site Plan Review— Maior Modification Pre -Submittal AOplication
B. Exhibit B: Title Report
0 ...mazzetti.com
MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408
_ Nr tAmerfcae Title lesurm,o Cm my
First American 2692 ��.t Aven"e
Eugene, OR 97906-]397
PM -
(6Tn]63 (77)714-2900
Fax - -916]
SUPPLEMENTAL PUBLIC RECORD REPORT
FOR NEW SUBDIVISION OR LAND PARTITION
THIS REPORT IS ISSUED BY THE ABOVE-NAMED COMPANY ("THE COMPANY") FOR THE EXCLUSIVE USE
OF:
First American Tide Insurance Company-, National Commercial Services
Two Liberty Place, , 50 South 16th Street, Suite 2600
Philadelphia, PA 19102
Phone: (215)568-0212
Date Prepared
: June 28, 2021
Effective Date
: 8:00 AM on June 23, 2021
Order No.
: 7199-3714721
Subdivision
N/A
The information contained in this report is furnished by First American Title Insurance Company (the
"Company") as an information service based on the records and indices maintained by the Company for
the county identified below. This report is not title insurance, is not a preliminary title report for title
insurance, and is not a commitment for title insurance. No examination has been made of the Company's
records, other than as specifically set forth in this report. Liability for any loss arising from errors and/or
omissions is limited to the lesser of the fee paid or the actual loss to the Customer, and the Company will
have no greater liability by reason of this report. This report is subject to the Definitions, Conditions and
Stipulations contained in it.
7714];%0
A. The Land referred to in this report is located in the County of Lane, State of Oregon, and is
described as follows:
As fully set forth on Exhibit "A" attached hereto and by this reference made a part hereof.
B. As of the Effective Date, the tax account and map references pertinent to the Land are as
follows:
As fully set forth on Exhibit "A" attached hereto and by this reference made a part hereof.
C. As of the Effective Date and according to the Public Records, we find title to the land apparently
vested in:
As fully set forth on Exhibit "B" attached hereto and by this reference made a part hereof
D. As of the Effective Date and according to the Public Records, the Land is subject to the following
liens and encumbrances, which are not necessarily shown in the order of priority:
As fully set forth on Exhibit "C" attached hereto and by this reference made a part hereof.
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Order No. ]193-3714721
EXHIBIT"A"
(Land Description Map Tax and Account)
PARCELI:
Beginning at a point on the East line of Interstate Five, said point being 600.0 feet North 040 40' 04" East
from the Northwest comer of that certain tract of land described in amendment to contract between
Anna Boyd Davis Reed, seller and Staff Jennings, Inc., buyer, said amendment being recorded July 20,
1971, Reel 541, Reception No. 55588, Official Records of Lane County, Oregon, and said beginning point
being more particularly described as being 125.69 feet North 000 04' West and 564.27 feet South 680 40'
West and 619.49 feet West and 600.0 feet North 040 40'04" East from the Southwest comer of the W.
M. Stevens Donation Land Claim No. 46, Section 22, Township 17 South, Range 03 West of the
Willamette Meridian, Lane County, Oregon, running thence North 040 40' 04" East along the East line of
Interstate 5 a distance of 1360.7 feet to the Southwest comer of that, certain tract of land conveyed in
Tract II to Calef Properties by Deed recorded November 4, 1971, Reception No. 71503, Official Records
of Lane County, Oregon; thence South 890 50' East 983.66 feet to a point on the West line of Stevens
Donation Land Claim, thence North 000 04' West along the West line of said Stevens Donation Land Claim
278.19 feet; thence North 890 45' 20" East 287.16 feet to a point on the Westedy line of Gateway Street;
thence South 040 55' 44" West along the West line of Gateway Street 1064.03 feet; thence along the
West line of Gateway Street on the arc of a 2904.79 foot radius curve left (the long chord of which bears
South 020 28' 36" West 248.63 feet) a distance of 248.70 feet; thence leaving the West line of said
Gateway Street South 680 40' West 889.63 feet; thence West 450.0 feet to the Place of Beginning.
PARCEL II:
Beginning at a point on the North line of that certain tract of land described in amendment to contract
between Anna Boyd Davis Reed, seller and Staff Jennings, Inc., buyer, said amendment being recorded
July 20, 1971, Reel 541, Reception No. 55588, Official Records of Lane County, Oregon; said point being
on the West line of the W. M. Stevens Donation Land Claim No. 46, Section 22, Township 17 South,
Range 03 West of the Willamette Meridian, Lane County, Oregon 125.69 feet North 000 04' West from
the Southwest corner of said Stevens Donation Land Claim; running thence South 680 40' West 564.27
feet; thence West 619.49 feet to a point on the East line of Interstate Five; thence North 000 40' 04" East
along the East line of Interstate Five a distance of 600.0 feet; thence East 450.0 feet; thence North 680
40' East 889.63 feet to the West line of Gateway Street; thence Southerly along the Westedy line of
Gateway Street to a point marking the Northeast corner of the above mentioned Staff Jennings, Inc.,
tract, thence South 680 40' West 267.08 feet to the Place of Beginning.
PARCEL III:
A parcel of land in Section 22, Township 17 South, Range 3 West of the Willamette Meridian, in the City
of Springfield, described as follows:
Beginning at a point on the West line of the William Stevens Donation Land Claim No. 46, Township 17
South, Range 3 West of the Willamette Meridian, 1498.38 feet South 00 04' East from the Northwest
comer of said Donation Land Claim No. 46; thence South 00 04' East 211.69 feet along said West line;
thence South 890 49' 20" West 834.94 feet to a point on the Eastedy right of way line of Interstate 5;
thence South 40 40' West 1422.55 feet along said Easterly right of way line of Interstate 5 to the true
point of beginning; thence continuing South 40 40' West 378.96 feet along said right of way line; thence
South 890 50' East 983.66 feet to a point on the West line of said Donation Land Claim No. 46, North 00
04' West, 1870.77 feet from the Southwest corner of said Donation Land Claim No. 46; thence North 00
04' West 278.19 feet along said West line; thence North 890 45' 20" East 287.16 feet to a point on the
Westerly right of way line of Gateway Street; thence North 40 56' East 106.83 feet along the Westerly
right of way line of Gateway Street to a point which bears North 890 45' 20" East from the True Point of
Beginning; thence South 890 45' 20" West 1248.92 feet to the True Point of Beginning, in Lane County,
Oregon.
PARCEL IV:
Beginning at a point being North 00 04' 00" West 125.69 feet and South 680 40' 00" West 369.59 feet
from the Southwest comer of the W. M. Stevens Donation Land Claim No. 46, in Section 22, Township 17
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Order No. ]193-3714721
South, Range 3 West of the Willamette Meridian; said point being on the Westerly margin of Beverly
Street, thence along said margin South 210 20' 00" East 291.02 feet to the Northerly margin of Harlow
Road; thence leaving said Westerly margin along the Northerly margin, along the arc of a 2819.79 foot-
radius curve to the night (the chord of which curve bears South 730 17' 16" West 296.53 feet) a distance
of 296.67 feet; thence continuing along said margin South 760 25' 34" West 73.40 feet; thence
continuing along said margin South 890 22' 51" West 576.88 feet to the Easterly margin of Interstate 5;
thence leaving said Northerly margin along the Easterly margin North 40 41' 18" East 310.02 feet; to the
Southwest corner of that certain parcel conveyed to Gateway Mall Limited Partnership, a South Dakota
Partnership by instrument recorded under Reception No. 88-12552 Official Records, Lane County,
Oregon; thence leaving said Easterly margin East along the south line of aforesaid Gateway Mall Limited
Partnership property.
EXCEPT THEREFROM that portion conveyed to Dayton Hudson Corporation, a Minnesota corporation, by
deed recorded March 13, 1990, Recorders Reception No. 90-11882, Lane County Oregon Official
Records, described as follows: Beginning at a point being North 559.08 feet and West 883.78 feet from
the Southwest corner of the W. M. Stevens Donation Land Claim No. 46, in Section 22, Township 17
South, Range 3 West of the Willamette Meridian; thence South 850 20' 00" East 192.50 feet; thence
South 40 40' 00" West 146.92 feet; thence South 850 20' 00" East 178.76 feet; thence North 40 40' 00"
East 4.85 feet; thence South 850 20' 00" East 35.78 feet; thence North 340 39' 03" East 84.36 feet;
thence South 850 20' 00" East 429.71 feet; thence South 40 21' 29" East 65.26 feet; thence along the arc
of a 228.00 foot radius curve to the night (the chord of which curve bears South 320 09' 15" West 271.32
feet) a distance of 290.59 feet; thence South 680 40' 00" West 166.75 feet; thence South 210 20'00"
East 54.00 feet; thence South 680 40' 00" West 60.00 feet; thence North 210 20' 00" West 54.00 feet;
thence South 680 40' 00" West 217.49 feet; thence South 900 00' 00" West 365.85 feet; thence North 40
40' 00" East 598.65 feet to the point of beginning, in Lane County, Oregon.
ALSO EXCEPTING THEREFROM that portion described in General Judgment recorded April 6, 2007,
Reception No. 2007-022874, Official Records of Lane County, Oregon.
ALSO EXCEPT THEREFROM that portion conveyed to City of Springfield for public road by Bargain and
Sale Deed recorded October 9, 2008, Document No. 2008-056324, Lane County Records.
ALSO EXCEPTING THEREFROM that portion described in Bargain and Sale Deed recorded March 8, 1990,
Reception No. 90-11194, Official Records of Lane County, Oregon.
(Tax Lot Numbers 17-03-22-00-02109, 17-03-22-00-02200, 17-03-22-00-02218, 17-03-22-00-02219, 17-
03-22-00-02300 and 17-03-22-00-02305)
THE ABOVE DESCRIBED LAND ALSO BEING KNOWN AS:
Beginning at a point North 00 degrees 04' 00" West a distance of 125.69 feet from the Southwest corner
of the W.M. Stevens Donation Land Claim No. 46, in Section 22, Township 17 South, Range 3 West,
Willamette Meridian; thence South 68 degrees 40' 00" West a distance of 369.62 feet to the Westerly
right-of-way of Beverly Street; thence South 21 degrees 20' 00" East along said Westerly right-of-way a
distance of 291.02 feet to the Northerly right-of-way of Harlow Road; thence along the Northerly right-of-
way of Harlow Road along the arc of a 2819.79 foot radius curve right (the chord of which bears South
73 degrees 19' 13" West a distance of 296.53 feet) a distance of 296.67 feet; thence continuing along
said Northerly right-of-way, South 76 degrees 25' 57" West a distance of 73.46 feet; thence continuing
along said Northerly right-of-way South 89 degrees 22' 51" West a distance of 576.60 feet to the Easterly
right-of-way of Interstate 5; thence North 04 degrees 41' 34" East along said Easterly right-of-way a
distance of 2647.83 feet to the Southwest comer of that parcel described on Reel 1139, Reception No. 81
24247; thence leaving said Easterly right-of-way North 89 degrees 46' 54" East along the South line and
extension thereof of said parcel, a distance of 1249.20 feet to the Westerly right-of-way of Gateway
Street; thence along said Westerly right-of-way the following courses and distances: along the arc of a
53.0 foot radius curve right (the chord of which bears South 15 degrees 55' 15" West a distance of 20.14
feet) a distance of 20.27 feet; thence along the arc of a 127.0 foot radius curve left (the chord of which
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bears South 15 degrees 55' 15" West a distance of 48.27 feet) a distance of 48.56 feet; thence South 04
degrees 57' 57" West a distance of 148.74 feet; thence South 26 degrees 54' 23" West a distance of
32.12 feet; thence South 04 degrees 57' 57" West a distance of 85.15 feet; thence South 27 degrees 39'
44" East a distance of 46.37 feet; thence South 04 degrees 57' 57" West a distance of 800.07 feet to the
point of curvature of a 2904.93 foot radius curve left thence along the arc of said curve (the chord of
which bears South 02 degrees 46' 21" West a distance of 222.48 feet) a distance of 222.53 feet; thence
along the arc of a 53.0 foot radius curve right (the chord of which bears South 11 degrees 12' 04" West a
distance of 19.54 feet) a distance of 19.66 feet; thence along the arc of a 127.0 foot radius curve left
(the chord of which bears South 10 degrees 31' 53" West a distance of 49.75 feet) a distance of 50.07
feet; thence along the arc of a 2917.93 foot radius curve left (the chord of which bears South 02 degrees
31' 23" East a distance of 179.44 feet) a distance of 179.46 feet; thence South 17 degrees 30' 11" West a
distance of 31.92 feet thence South 05 degrees 43' 11" East a distance of 87.27 feet; thence South 39
degrees 45' 43" East a distance of 46.13 feet; thence along the arc of a 2904.93 foot radius curve left
(the chord of which bears South 09 degrees 46' 48" East a distance of 248.05 feet) a distance of 248.12
feet; thence leaving the Westerly right-of-way of Gateway Street, South 68 degrees 40' 00" West a
distance of 267.40 feet to the Point of Beginning, all in Lane County, Oregon.
EXCEPT THEREFROM that portion conveyed to Dayton Hudson Corporation, a Minnesota corporation, by
deed recorded March 13, 1990, Recorders Reception No. 90-11882, Lane County Oregon Official
Records, described as follows: Beginning at a point being North 559.08 feet and West 883.78 feet from
the Southwest corner of the W. M. Stevens Donation Land Claim No. 46, in Section 22, Township 17
South, Range 3 West of the Willamette Mendian; thence South 85 degrees 20' 00" East 192.50 feet;
thence South 4 degrees 40'00" West 146.92 feet; thence South 85 degrees 20' 00" East 178.76 feet;
thence North 4 degrees 40' 00" East 4.85 feet; thence South 85 degrees 20' 00" East 35.78 feet; thence
North 34 degrees 39' 03" East 84.36 feet; thence South 85 degrees 20' 00" East 429.71 feet; thence
South 4 degrees 21' 29" East 65.26 feet; thence along the arc of a 228.00 foot radius curve to the right
(the chord of which curve bears South 32 degrees 09' 15" West 271.32 feet) a distance of 290.59 feet;
thence South 68 degrees 40' 00" West 166.75 feet; thence South 21 degrees 20'00" East 54.00 feet;
thence South 68 degrees 40' 00" West 60.00 feet; thence North 21 degrees 20' 00" West 54.00 feet;
thence South 68 degrees 40' 00" West 217.49 feet; thence South 90 degrees 00' 00" West 365.85 feet;
thence North 4 degrees 40' 00" East 598.65 feet to the point of beginning, in Lane County, Oregon.
ALSO EXCEPTING THEREFROM that portion described in General Judgment recorded April 6, 2007,
Reception No. 2007-022874, Official Records of Lane County, Oregon.
ALSO EXCEPT THEREFROM that portion conveyed to City of Springfield for public road by Bargain and
Sale Deed recorded October 9, 2008, Document No. 2008-056324, Lane County Records.
ALSO EXCEPTING THEREFROM that portion described in Bargain and Sale Deed recorded March 8, 1990,
Reception No. 90-11194, Official Records of Lane County, Oregon.
(Tax Lot Numbers 17-03-22-00-02109, 17-03-22-00-02200, 17-03-22-00-02218, 17-03-22-00-02219, 17-
03-22-00-02300 and 17-03-22-00-02305)
PARCEL V:
Together with those rights and easements constituting rights in real property created defined and limited
by that certain Construction, Operation and Reciprocal Easement Agreement by and between Gateway
Mall Limited Partnership, a South Dakota limited partnership (Developer) and Dayton Hudson
Corporation, a Minnesota corporation (Target), including the terns and provisions thereof, dated March
13, 1990, recorded March 13, 1990 under Recorder's Reception No. 90-11883, in the Official Records of
Lane County, Oregon and as amended by instruments recorded June 13, 2003, Document No. 2003-
053669, recorded October 29, 2013, Document No. 2013-056807 and recorded June 10, 2014, Document
No. 2014-021249.
NOTE: This legal description was created prior to January 1, 2008.
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Map No.: 17-03-22-00-02109,17-03-22-00-02200, 17-03-22-00-02218, 17-03-22-00-02219, 17-03-22-
00-02300, and 17-03-22-00-02305
Tax Account No.: 1054251, 0188373, 1459146, 1489812, 0188449, 1772597, 1772605, and 1004538
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EXHIBIT"B"
(Vesting)
BRFI Gateway, LLC, a Delaware limited liability mmpany
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EXHIBIT"C"
(Liens and Encumbrances)
1. City liens, if any, of the City of Springfield.
2. Easement, including terms and provisions contained therein
Recording Information:
June 23, 1926 as Book 148, Page 569, Deed Records of
Lane County, Oregon
In favor of:
Mountain States Power Company
For:
Electric transmission lines and/or electric distribution
system
3. Easement, including terms and provisions contained therein:
Recording Information:
June 23, 1926 as Book 148, Page 571, Deed Records of
Lane County, Oregon
In favor of:
Mountain States Power Company
For:
Electric transmission lines and/or electric distribution
system
4. Easement, including terms and provisions contained therein:
Recording Information:
November 04, 1936 as Book 189, Page 24, Deed
Records of Lane County, Oregon
In favor of:
Eugene -Springfield Land 8. Water Company
For:
Irrigation ditches and canals
The above easement was assigned by numerous documents, the last of which was Quitclaim Deed,
Recorded February 22, 1989, Reception No. 89-08203, in the aforesaid land records.
S. Limited access provisions contained in Deed to the State of Oregon, by and through its State
Highway Commission recorded June 28, 1957, Reception No. 16055, which provides that no right of
easement or right of access to, from or across the State Highway other than expressly therein
provided for shall attach to the abutting property.
6. Limited access provisions contained in Deed to the State of Oregon, by and through its State
Highway Commission recorded May 15, 1958, Reception No. 38851, which provides that no right of
easement or right of access to, from or across the State Highway other than expressly therein
provided for shall attach to the abutting property.
7. Easement, including terms and provisions contained therein:
Recording Information: October 30, 1959, Reception No. 82151
In Favor of: Eugene Water 8. Electric Board
For: Electric power, telephone and telegraph equipment,
lines and poles
8. Easement, including terms and provisions contained therein:
Recording Information: November 03, 1959, Reception No. 82428
In Favor of: Eugene Water 8. Electric Board
For: Electric power, telephone and telegraph equipment,
lines and poles
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13. Easement, including terms and provisions contained therein
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September 24, 1976, Reception No. 76-50098
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Drainage purposes
9.
Easement, including terms and provisions contained therein:
Recording Information:
February 21, 1962, Reception No. 60269
In Favor of:
Pacific Power 8. Light Company
For:
Electric transmission and distribution fines
10.
Easement, including terms and provisions contained therein:
Recording Information:
February 21, 1962, Reception No. 60270
In Favor of:
Pacific Power 8. Light Company
For:
Electric transmission and distribution lines
11.
Easement, including terms and provisions contained therein as disclosed by the following document::
Agreement and the terms and conditions thereof:
Recording Information:
May 21, 1962, Reception No. 70248
The City of Springfield
In Favor of:
Pacific Power 8. Light Company
Gateway Mall Limited Partnership
For:
Electric transmission and distribution lines
12.
Easement, including terms and provisions contained therein as disclosed by the following document:
Modification and/or amendment by instrument:
Recording Information:
May 21, 1962, Reception No. 70248
March 13, 1990, Reception No. 90-11886 and February 11, 1998 as
In Favor of:
McKenzie Water Control District
Instrument No. 98-09140
For:
Floodway and ditches
13. Easement, including terms and provisions contained therein
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Recording Information:
September 24, 1976, Reception No. 76-50098
In Favor of:
City of Springfield
For:
Drainage purposes
14.
Easement, including terms and provisions contained therein:
Recording Information:
September 24, 1976, Reception No. 76-50099
In Favor of:
City of Springfield
For:
Drainage purposes
15.
Easement, including terms and provisions contained therein:
Recording Information:
February 08, 1980, Reception No. 80-07062
In Favor of:
City of Springfield
For:
Public utilities
16.
Disposition and Development
Agreement and the terms and conditions thereof:
Between:
The City of Springfield
And:
Gateway Mall Limited Partnership
Recording Information:
October 21, 1988, Reception No. 88-44251
Modification and/or amendment by instrument:
Recording Information:
March 13, 1990, Reception No. 90-11886 and February 11, 1998 as
Instrument No. 98-09140
17.
Waiver, Consent to Pay Assessment, Agreement to Pay Certain Improvement Costs, and Agreement
for Provision of Surety including
the terms and provisions thereof:
Recorded:
October 21, 1988, Reception No. 88-44252
Executed by:
Gateway Mall Limited Partnership
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18. Easement, including terms and provisions contained therein:
Recording Information: September 28, 1989, Reception No. 89-43900
In Favor of: Eugene Water 8. Electric Board
For: Underground electric distribution line
19. Easement, including terms and provisions contained therein:
Recording Information: February 23, 1990, Reception No. 90-08986
In Favor of: Rainbow Water Fire District
For: Underground water line
20. Easement, including terms and provisions contained therein:
Recording Information: March 08, 1990, Reception No. 90-11195
In Favor of: City of Springfield
For: Storm sewer line and traffic signal devices
21. Construction, Operation and Reciprocal Easement Agreement, including terns and provisions thereof.
Recorded: March 13, 1990, Reception No. 90-11883
Modification and/or amendment by instrument:
Recording Information: June 13, 2003 as Instrument No. 2003-053669
Modification and/or amendment by instrument:
Recording Information: October 29, 2013 as Instrument No. 2013-056807
Modification and/or amendment by instrument:
Recording Information: June 10, 2014 as Instrument No. 2014-021249
Assignment and Assumption Agreement and the terms and conditions thereof, recorded March 07,
2017 as Instrument No. 2017-011363.
22. Unrecorded Separate Agreement and the terns and conditions thereof:
Between: Gateway Mall Limited Partnership
And: Dayton -Hudson Corporation (Target), as disclosed by
memorandum thereof
Recording Information: March 13, 1990, Reception No. 90-11884
23. Lease and the terns and conditions thereof
Lessor:
Gateway Mall Limited Partnership a South Dakota limited
partnership
Lessee:
Sears, Roebuck and Co., a New York Corporation
As disclosed by:
Memorandum of Lease
Recorded:
April 09, 1990
Recording No.:
Reception No. 90-16157
(Affects a portion)
Agreement of Subordination, Non -Disturbance and Attornment, including the terns and provisions
thereof, recorded January 06, 2016 as Instrument No. 2016-000456
The lease above being subordinated to the Insured Mortgage by virtue of a Subordination,
Nondisturbance and Attornment Agreement, by and between BRFI Gateway, LLC and (as successor -
in interest), as lessor, Sears, Roebuck and Co., a New York corporation, as tenant, dated September
19, 2017, and recorded September 20, 2017 as Instrument No. 2017-047246.
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The present ownership of the leasehold created by said lease and other matters affecting the interest
of the lessee are not shown herein.
24. Lease and the teras and conditions thereof:
Lessor: Gateway Mall Partners, a South Dakota general partnership
Lessee: United Merchandising Corp., a California Corporation
As disclosed by: Memorandum of Lease
Recorded: April 11, 1995
Recording No.: Instrument No. 95-19998
(Affects a portion)
The present ownership of the leasehold created by said lease and other matters affecting the interest
of the lessee are not shown herein.
25. Easement, including terms and provisions contained therein:
Recording Information: June 18, 1996 as Instrument No. 96-40795
In favor of: Springfield Utility Board
For: Utility purposes
26. City of Springfield Improvement Agreement and Application for Sewer Hookup, including terns and
provisions thereof.
Recorded: June 20, 1996 as Instrument No. 96-41612
27. Easement, including terms and provisions contained therein:
Recording Information: October 30, 1996 as Instrument No. 96-73241
In favor of: Springfield Utility Board
For: Utilities
28. Easement, including terms and provisions contained therein:
Recording Information: September 26, 1997 as Instrument No. 97-65399
In favor of: City of Springfield
For: Public utilities
29. Lease and the terns and conditions thereof as disclosed by Memorandum of Lease.
Lessor: Gateway Mall Partners, a South Dakota general partnership
Lessee: Cinemark USA, Inc., a Texas corporation
Dated: November 25, 1997
Recorded: September 07, 1999
Recording Information: Instrument No. 99-077472
(Affects a portion)
Subordination, Non -Disturbance and Attomment Agreement, including the terms and provisions
thereof, recorded 3anaury 06, 2016 as Instrument No. 2016-000457.
The lease above being subordinated to the Insured Mortgage by virtue of a Subordination,
Nondisturbance and Attornment Agreement, by and between BRE Gateway, LLC and (as successor -
in interest), as lessor, CINEMARK USA, INC., a Texas corporation, as tenant, dated September 19,
2017, and recorded September 20, 2017 as Instrument No. 2017-046716.
The present ownership of the leasehold created by said lease and other netters affecting the interest
of the lessee are not shown herein.
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30. Easement, including terms and provisions contained therein:
Recording Information: November 16, 2001 as Instrument No. 2 00 1-0766 70
In Favor of: City of Springfield, acting by and through its Springfield
Utility Board
For: utility
31. Lease and the terns and conditions thereof as disclosed by Memorandum of Lease.
Lessor: GGP - Gateway Mall, L.L.C., a Delaware limited liability company
Lessee: RCI Realty, LLC, a Georgia limited liability company
Dated: December 31, 2001
Recorded: March 01, 2002
Recording Information: Instrument No. 2002-016301
(Affects a portion)
Assignment of Rights in Lease, including the terns and provisions thereof,
Dated: October 11, 2002
Recording Information: October 30, 2002 as Instrument No. 2002-084778
An assignment of the Lessee's interest in said lease was
Executed By: Ammst, LLC, a Delaware limited liability company
To: Apple Oregon, LLC, a Delaware limited liability company
Dated: October 10, 2012
Recorded: October 16, 2012
Recording Information: Instrument No. 2012-053095
The present ownership of the leasehold created by said lease and other matters affecting the interest
of the lessee are not shown herein.
32. Easement, including terms and provisions contained therein:
Recording Information: June 04, 2002 as Instrument No. 2002-042936
In Favor of: City of Springfield, a municipal corporation, acting by
and through is Springfield Utility Board
For: utilities
33. Lease and the terns and conditions thereof as disclosed by Memorandum of Lease.
Lessor: GGP-Gateway Mall L.L.C., formerly known as Gateway Mall
Partners, a South Dakota general partnership
Lessee: OCB Restaurant Co., a Minnesota corporation, as successor by
merger to OCB Realty Co.
Term: 5 years
Dated: June 06, 2003
Recorded: June 13, 2003
Recording Information: Instrument No. 2003-053841
(Affects a portion)
The present ownership of the leasehold created by said lease and other matters affecting the interest
of the lessee are not shown herein.
The assignment of Lessee's interest under the lease.
Assigned By: OCB Restaurant Co., a Minnesota corporation, as successor by
merger to OCB Realty Co.
Assigned To: ORGS LLC, a Delaware limited liability company
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Dated: June 06, 2003
Recorded: June 13, 2003
Recording No.: Instrument No. 2003-053842
(Affects a portion)
Grant Deed (Improvements), including the terns and provisions thereof,
Recording Information: June 13, 2003 as Instrument No. 2003-053843
(affects only improvements owned by ORGS, LLC)
The present ownership of the leasehold created by said lease and other matters affecting the interest
of the lessee are not shown herein.
34. Lease and the terns and conditions thereof
Lessor:
ORGS LLC, a Delaware limited liability company
Lessee:
ORG Properties LLC, a Delaware limited liability company
As disclosed by:
Memorandum of Lease
Recorded:
June 13, 2003
Recording No.:
Instrument No. 2003-053847
35. Lease and the terns and conditions thereof as disclosed by Memorandum of Lease.
Lessor:
ORG Properties LLC, a Delaware limited liability company
Lessee:
O.R.G. Restaurants, LLC, a California limited liability company
Term:
15 years
Dated:
June 06, 2003
Recorded:
June 13, 2003
Recording Information:
Instrument No. 2003-053850
(Affects a portion)
Modification and/or amendment by instrument:
Recording Information:
May 07, 2013 as Instrument No. 2013-024627
The present ownership of the leasehold created by said lease and other matters affecting the interest
of the lessee are not shown herein.
36. Non -Disturbance and Attomment Agreement, including terns and provisions thereof.
Recorded: June 13, 2003 as Instrument No. 2003-053851
37. Lease and the terns and conditions thereof as disclosed by Memorandum of Lease.
Lessor: GGP-Gateway Mall, L.L.C., a Delaware limited liability company
Lessee: Kohl's Department Stores, Inc., a Delaware corporation
Term: Term expiring January 31, 2027, subject to 8 separate options to
extend the term for successive periods of 5 years each
Dated: August 15, 2005
Recorded: November 15, 2005
Recording Information: Instrument No. 2005-090944
(Affects a portion)
The lease above being subordinated to the Insured Mortgage by virtue of a Subordination,
Nondisturbance and Attornment Agreement, by and between BRFI Gateway, LLC (as successor -in -
interest), as lessor, KOHL'S DEPARTMENT STORES, INC., a Delaware corporation, as tenant, dated
September 19, 2017, and recorded September 20, 2017 as Instrument No. 2017-046717.
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The present ownership of the leasehold created by said lease and other matters affecting the interest
of the lessee are not shown herein.
38. Easements, including the terms and provisions thereof, contained in that General Judgment entered
in Lane County Circuit Court Case No. 160600821, and recorded April 06, 2007 as Instrument No.
2007-022874
39. Landlord Agreement and the terns and conditions thereof:
Between: Apple Oregon, LLC, a Delaware limited liability company
And: GGP-Gateway Mall, LLC, a Delaware limited liability
company
Recording Information: December 26, 2012 as Instrument No. 2012-066081
40. Lease and the terns and conditions thereof:
Lessor: GGP-Gateway Mall, LLC, a Delaware limited liability company
Lessee: Wal-Mart Stores, Inc., a Delaware corporation
As disclosed by: Memorandum of Lease
Recorded: December 27, 2012
Recording No.: Instrument No. 2012-066273
(Affects a portion)
Subordination, Non-Disturbance and Attornment Agreement, including the terms and provisions
thereof, recorded February 04, 2016 as Instrument No. 2016-004754
The lease above being subordinated to the Insured Mortgage by virtue of a Subordination,
Nondisturbance and Attornment Agreement, including terns and provisions thereof by and between
BRFI Gateway, LLC (as successor-in-interest), as lessor, Wal-Mart Stores, Inc. a Delaware
corporation, as tenant, dated September 19, 2017, and recorded September 20, 2017 as Instrument
No. 2017-046715.
The present ownership of the leasehold created by said lease and other netters affecting the interest
of the lessee are not shown herein.
41. Payment and Performance Bond, including terms and provisions thereof.
Recorded: March 28, 2013 as Instrument No. 2013-016861
42. Unrecorded lease dated July 23, 2010, as amended, by and between BRFI Gateway, LLC (successor
in-interest), as landlord, and Cabala's Wholesale, Inc., a Nebraska corporation, as tenant.
The lease above being subordinated to the Insured Mortgage by virtue of a Subordination
Agreement, Acknowledgment of Lease Assignment, Estoppel, Attornment and Non-Disturbance
Agreement, by and between BRFI Gateway, LLC (as successor-in-interest), as lessor, Cabala's
Wholesale, Inc., a Nebraska, as tenant, dated September 19, 2017, and recorded September 20,
2017 as Instrument No. 2017-046718.
43. Unrecorded lease dated June 28, 2013, as amended, by and between BRFI Gateway, LLC (successor
in- interest), as landlord, and Marshalls of MA, Inc., a Massachusetts corporation, as tenant.
The lease above being subordinated to the Insured Mortgage by virtue of a Subordination,
Nondisturbance and Attornment Agreement, by and between BRFI Gateway, LLC (as successor-in-
interest), as lessor, Marshalls of MA, Inc., a Massachusetts corporation, as tenant, dated November
08, 2017, and recorded November 09, 2017 as Instrument No. 2017-055692.
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44. Lease and the terns and conditions thereof:
Lessor: GGP - Gateway Mall L.L.C., a Delaware limited liability company
Lessee: Wingmen V, LLC, a Washington limited liability company
As disclosed by: Memorandum of Lease
Recorded: May 17, 2013
Recording No.: Instrument No. 2013-026684
(Affects a portion)
45. Easement rights implied by that certain Memorandum of Lease from GGP - Gateway Mall L.L.C., a
Delaware limited liability company, Lessor, to Wingmen V, LLC, a Washington limited liability
company, Lessee, recorded May 17, 2013 as Instrument No. 2013-026684.
46. Notice of Operations and Maintenance Agreement, including terms and provisions thereof.
Recorded: February 26, 2014 as Instrument No. 2014-006757
47. An unrecorded lease and the terms and conditions thereof, disclosed by instrument recorded under
recording no. May 05, 2014 as Instrument No. 2014-016278.
Lessor: GGP-Gateway Mall, LLC, a Delaware limited liability company
Lessee: Hobby Lobby Stores, Inc., an Oklahoma corporation
Dated: March 31, 2014
Term: 10
The lease above being subordinated to the Insured Mortgage by virtue of a Subordination,
Nondisturbance and Attornment Agreement, including terms and provisions thereof by and between
BREI Gateway, LLC (as successor -in -interest), as lessor, Hobby Lobby Store, Inc., an Oklahoma
corporation, as tenant, dated September 19, 2017, and recorded September 20, 2017 as Instrument
No. 2017-046719.
48. Unrecorded lease dated September 30, 2014, as amended, by and between BREI Gateway, LLC (as
successor -in -interest), as lessor, Gateway Health Club, LLC, an Oregon limited liability company, as
tenant.
The lease above being subordinated to the Insured Mortgage by virtue of a Subordination,
Nondisturbance and Attornment Agreement, by and between BREI Gateway, LLC (as successor -in -
interest), as lessor, Gateway Health Club, LLC, an Oregon limited liability company, as tenant, dated
September 19, 2017, and recorded September 20, 2017 as Instrument No. 2017-050793.
49. An unrecorded lease and the terms and conditions thereof, disclosed by instrument recorded under
recording no. February 24, 2015 as Instrument No. 2015-007001.
Lessor: GGP-Gateway Mall, LLC, a Delaware limited liability company
Lessee: Ulta Salon, Cosmetics 8. Fragrance, Inc., a Delaware Corporation
Dated: February 10, 2015
50. Lease and the terns and conditions thereof
Lessor:
GGP-Gateway Mall, L.L.C., a Delaware limited liability company
Lessee:
Ross Dress for Less, Inc., a Virginia corporation
As disclosed by:
Memorandum of Lease
Recorded:
March 13, 2015
Recording No.:
Instrument No. 2015-009799
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(Affects said land and other properties)
The lease above being subordinated to the Insured Mortgage by virtue of a Subordination,
Nondisturbance and Attornment Agreement, by and between BRFI Gateway, LLC and (as successor -
in interest), as lessor, ROSS DRESS FOR LESS, INC., a Virginia corporation, as tenant, dated
September 19, 2017, and recorded October 16, 2017 as Instrument No. 2017-050792.
51. Subordination, Non -Disturbance and Attomment Agreement, including terms and provisions thereof.
Recorded: May 13, 2015 as Instrument No. 2015-020736
(Affects said land and other properties)
52. Deed of Trust and Assignments of Rents.
Grantor/Trustor: BRFI Gateway, LLC, a Delaware limited liability company
Grantee/Beneficiary: Wells Fargo Bank, National Association
Trustee: First American Title Insurance Company, a Nebraska corporation
Amount: $59,500,000.00
Recorded: September 20, 2017
Recording Information: Instrument No. 2017-046713
Note: This Deed of Trust contains Line of Credit privileges. If the current balance owing on
said obligation is to be paid in full in the forthcoming transaction, confirmation should be made that
the beneficiary will issue a proper request for full reconveyance.
Modification and/or amendment by instrument:
Recording Information: January 20, 2021 as Instrument No. 2021-003840 and re-
recorded January 26, 2021 as Instrument No. 2021-005399
53. Public Access and Maintenance Easement Agreement for Bicycle and Pedestrian Facilities, including
terms and provisions thereof.
Recorded: July 25, 2018 as Instrument No. 2018-034455
(Affects Tax Lot 2109 and Tax Lot 2200)
54. Unrecorded leases or periodic tenancies, if any.
NOTE: Taxes for the year 2020-2021 PAID IN FULL
Tax Amount:
$19,568.50
Map No.:
17-03-22-00-02109
Property ID:
1054251
Tax Code No.:
01900
NOTE: Taxes for the year 2020-2021 PAID IN FULL
Tax Amount:
$945,103.70
Map No.:
17-03-22-00-02200
Property ID:
0188373
Tax Code No.:
01900
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NOTE: Taxes for the year 2020-2021 PAID IN FULL
Tax Amount:
$185,508.82
Map No.:
17-03-22-00-02218
Property ID:
1459146
Tax Code No.:
01900
NOTE: Taxes for the year 2020-2021 PAID IN FULL
Tax Amount:
$91,023.01
Map No.:
17-03-22-00-02219
Property ID:
1489812
Tax Code No.:
01900
NOTE: Taxes for the year 2020-2021 PAID IN FULL
Tax Amount:
$178,642.31
Map No.:
17-03-22-00-02300
Property ID:
0188449
Tax Code No.:
01900
NOTE: Taxes for the year 2020-20214 PAID IN FULL
Tax Amount:
$18,460.40
Map No.:
17-03-22-00-02305
Property ID:
1772597
Tax Code No.:
01900
NOTE: Taxes for the year 2020-2021 PAID IN FULL
Tax Amount:
$55,152.00
Map No.:
17-03-22-00-02305
Property ID:
1772605
Tax Code No.:
01900
NOTE: Taxes for the year 2020-2021 PAID IN FULL
Tax Amount:
$34,568.26
Map No.:
17-03-22-00-02305
Property ID:
1004538
Tax Code No.:
01900
NOTE: This Preliminary Title Report does not include a search for Financing Statements fled in the Office
of the Secretary of State, or in a county other than the county wherein the premises are situated, and no
liability is assumed if a Financing Statement is fled in the Office of the County Clerk covering Fixtures on
the premises wherein the lands are described other than by metes and bounds or under the rectangular
survey system or by recorded lot and block.
Pubic Record Repot for New S bdvsiw or Na fiw
Page 16 of 19 (ver. 20080422)
Fast American Tide Lsurame Company
Pubic Record Report for New Subdivision or lard Random
Order No. 7199-37147L1
DEFINITIONS, CONDITIONS AND STIPULATIONS
1. Definitions. The following term, have the stated meaning when used in this report
(a) "Customer': The person or persons named or shown as the addressee of this report.
(b) "Effective Dale": The effective data stated in this report
(c) 'Land': The land specifically described in this report and improvements affixed therein which by law constitute real
Property.
(d) "Public Records": Those records which by the laws of the state of Oregon impart constructive notice ofmhtters relating to
the land.
2. Liability of the Company.
(a) THIS REPORT IS NOT AN INSURED PRODUCT OR SERVICE OR A REPRESENTATION OF THE CONDITION OF TITLE TO
REAL PROPERTY. IT IS NOT AN ABSTRACT, LEGAL OPINION, OPINION OF TIME, TIME INSURANCE COMMITMENT OR
PRELIMINARY REPORT, OR ANY FORM OF TITLE INSURANCE OR GUARANTY. THIS REPORT IS ISSUED EXCLUSIVELY
FOR THE BENEFIT OF THE APPLICANT THEREFOR, AND MAY NOT BE USED OR REUED UPON BY ANY OTHER
PERSON. THIS REPORT MAY NOT BE REPRODUCED IN ANY MANNER WITHOUT FIRST AMERICANS PRIOR WRITTEN
CONSENT. FIRST AMERICAN DOES NOT REPRESENT OR WARRANT THAT THE INFORMATION HEREIN IS COMPLETE OR
FREE FROM ERROR, AND THE INFORMATION HEREIN IS PROVIDED WITHOUT ANY WARRANTIES OF ANY KIND, AS -IS,
AND WITH ALL FAULTS. AS A MATERIAL PART OF THE CONSIDERATION GIVEN IN EXCHANGE FOR THE ISSUANCE OF
THIS REPORT, RECIPIENT AGREES THAT FIRST AMERICANS SOLE LIABILITY FOR ANY LOSS OR DAMAGE CAUSED BY
AN ERROR OR OMISSION DUE TO INACCURATE INFORMATION OR NEGUGENCE IN PREPARING THIS REPORT SHALL BE
LIMITED TO THE FEE CHARGED FOR THE REPORT. RECIPIENT ACCEPTS THIS REPORT WITH THIS LIMITATION AND
AGREES THAT FIRST AMERICAN WOULD NOT HAVE ISSUED THIS REPORT BUT FOR THE LIMITATION OF LIABILITY
DESCRIBED ABOVE. FIRST AMERICAN MANES NO REPRESENTATION OR WARRANTY AS TO THE LEGALITY OR
PROPRIETY OF RECIPIENTS USE OF THE INFORMATION HEREIN.
(b) No costs (including, without limitation attorney lees and other expenses) of defense, orpmsecution ofany action, is
afforded b the Customer.
(c) In any event, the Company assumes no liability for loss or damage by reason of the following:
(1) Taxes or assessments which are not shown as existing liens by the records ofany taxing authority that levies taxes
or assessments on real property or by the Public Records.
(2) Any facts, rights, interests or chins which are not shown by the Pubic Records but which could be ascertained by
an inspection of the land or by making inquiry of persons in Possession thereof.
(3) Easements, liens or enanbrances, or chins thereof, which are not shown by the Public Records.
(4) Discrepancies, encroachments, shortage in area, con Rcts in boundary Ines or any oder facts which a survey would
disclose.
(5) (i) Uhphlented mining claims; (i) reservations or exceptions in Patents or in Acts au dionxing the issuance thereof,
(iii) water rights or dairy or fide b water.
(6) Any right, title, interest, estate or easemen t in land beyond the Ines of the area specifically described or referred b
in this report, or in abutting streets, mads, avenues, alleys, lanes, ways or waterways.
(7) Any law, orddina nce or governmental regulation (including bu t not limited b building and tuning laws, ordinances or
regulations) restricting, regulating, Pmhibifing or relating b (i) the occupancy, use or enjoyment on the land; (i) the
character, dimensions or location of any improvement now or hereafter erected on the land; (iii) a separation in
ownership or a change in the dimensions or area of the land or any parcel of which the land is or was a Part, or (iv)
environmental protection, or the effect of any violation of diese laws, ordinances or governmental regula dons,
except b the extent that molice of the enforcement thereof or a notice of defect, len or encumbm nce resulting
from a violation or alleged violation affecting the land has been recorded in the Public Records at the effective date
hereof.
(8) Any governmental police pourer not excluded by 2(dx 7) above, except b the extent that notice of the exercise
thereof or a notice of a delect, lien or encumbrance resulting from a violation or alleged violation affecting the land
has been recorded in be Public Records at the effective date hereof.
(9) Defects, liens, encumbrz nces, adverse claims or other matters created, suffered, assumed, agreed b or acbally
known by the Customer.
Charge. The change for this report does not include supplemental reports, updates orodheradditional services of the
Company.
Pubic Record Report for New Subdivision or Random
Page 17 of 19 (Ver. 20080422)
Hot fmariban Tide Lsurarce fnrrpam
pubic Record Report for New Subdivision or and Parddcn
Order No. 7191
0
N
Assessor wep-GerAdVaniy9a oy sentry omamles
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ParcelIU: 1489812
2800 Gateway St
FirstAnderican Title" Springfield, OR 97477
This map/plat Is being furnished as an aid in locating the herein described land in
relation to adjoining streets, natural boundaries and other land, and is not a survey
of Ne land depicted. Except to the extent a policy of title Insurance is expressly
modified by endorsement, if any, the company does not Insure dimensions,
distances, location of easements, acreage or other matters shown thereon.
helps figients.sentrydynamics.neVAssrMapipareelld=1489812&enty=OR_Lane 1/1
pubic Record Report for New Subdivision or Parddon
Page 1B of 19 (ver. 20CB(pi
on
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9
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ParcelIU: 1489812
2800 Gateway St
FirstAnderican Title" Springfield, OR 97477
This map/plat Is being furnished as an aid in locating the herein described land in
relation to adjoining streets, natural boundaries and other land, and is not a survey
of Ne land depicted. Except to the extent a policy of title Insurance is expressly
modified by endorsement, if any, the company does not Insure dimensions,
distances, location of easements, acreage or other matters shown thereon.
helps figients.sentrydynamics.neVAssrMapipareelld=1489812&enty=OR_Lane 1/1
pubic Record Report for New Subdivision or Parddon
Page 1B of 19 (ver. 20CB(pi
Hot f an Title kaurame fun"P
Pubic Record Repot for Neva S bdvmim or lard Na fico
Order No. ]199-3]1421
Pubic Record Repot for New S bdvmim or Na fion
Page 19 of 19 (ver. 20080422)
Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021
Site Plan Review— Maier Modification Pre -Submittal Application
C. Exhibit C: Reduced Scale Site Map
0 ...mazzetti.com
MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408
_ _ 1�1>STATE 5
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Shoppes at Gateway— Southwest Parking Lot Addition
Site Plan Review— Mai or Modification Pre -Submittal?
June 25, 2021
D. Exhibit D: Photometric Study, Details, and Proposed Lighting Cut -Sheets
��
MAZZETTI I BHEGroup
...mazzetti.com
T541.686.8478
940 Willamette Stre" Suite 310, Eugene, OR 97401
� SHOPPES AT GATEWAY
IL'I AMal JUNE 25, 2021 IES PHOTOMETRIC
LIGHTING DESIGN REPORT
Photometric Toolbox
IES ROAD REPORT
PHOTOMETRIC FILENAME: E1-AG132.IES
DESCRIPTIVE INFORMATION (From Photometric File)
IESNA:LM-63-2002
[TESTI ISF 34053P7
FTESTLABI SCALED PHOTOMETRY
[I SSU EDATEI 11/20/2017
[MANUFACI Lithonia Lighting
[LUMCATI DSX1 LED P3 30K T4M MVOLT
[LUMINAIRE] DSX1 LED P3 30K T4M MVOLT
[LAMP] LED
[BALLAST] LED DRIVER
LAG132I File was generated from AGi32
CHARACTERISTICS
IES Classification
Longitudinal Classification
Lumens Per Lamp
Total Lamp Lumens
Luminaire Lumens
Downward Total Efficiency
Total Luminaire Efficiency
Luminaire Efficacy Rating (LER)
Total Luminaire Watts
Ballast Factor
Upward Waste Light Ratio
Maximum Candela
Maximum Candela Angle
Maximum Candela (<90 Degrees Vertical)
Maximum Candela Angle (<90 Degrees Vertical)
Maximum Candela At 90 Degrees Vertical
Maximum Candela from 80 to <90 Degrees Vertical
Cutoff Classification (deprecated)
LUMINAIRE CLASSIFICATION SYSTEM (LCS)
Type IV
Short
N.A. (absolute)
N.A. (absolute)
11425
N.A. (absolute)
N.A. (absolute)
112
102
1.00
0.00
6502.141
35H 70V
6502.141
35H 70V
0 (0.0% Luminaire Lumens)
3032.68 (26.5% Luminaire Lumens)
N.A. (absolute)
Photometric Toolipti Copyright 2002-2019 by Lighting Analysts, Inc. Page 1
Calculations based on published IES Methods and recommendations, values rounded for display purposes.
Reaps derived from content of manufacturers photometric file.
Lumens
%Lamp
%Luminaire
FL-Fianl-Lau(0-30)
7D9.2
N.A.
6.2
FM - Frani-Medium (3060)
3332.6
N.A.
292
FH - Fmnl-High (60-80)
4695.3
N.A.
41.1
FVH- Front -Very, High (80-911)
263.3
N.A.
2.3
BL-Back-Low(0-30)
467]
N.A.
4.1
BM- Back -Medium (30-60)
1060.2
N.A.
9.3
BH-Back-High(6060)
778.8
N.A.
6.8
BVH - Back -Very High (80-90)
118.1
N.A.
1.0
ILL -Uplight-Low(90-100)
0.0
N.A.
0.0
UH-Uplight-High(100-180)
0.0
N.A.
0.0
Total
11425.2
N.A.
100.0
BUG Rating
B2-Ul
Photometric Toolipti Copyright 2002-2019 by Lighting Analysts, Inc. Page 1
Calculations based on published IES Methods and recommendations, values rounded for display purposes.
Reaps derived from content of manufacturers photometric file.
� SHOPPES AT GATEWAY
1,'i AMa l JUNE 25, 2021 IES PHOTOMETRIC
LIGHTING DESIGN REPORT
IES ROAD REPORT
PHOTOMETRIC FILENAME: E1-AG132.IES
POLAR GRAPH
Maximum Candela =6502.141 Located At Horizontal Angle= 35, Vertical Angle= 70
# 1 -Vertical Plane Through Horizontal Angles (35 - 215) (Through Max. Cd.)
# 2 - Horizontal Cone Through Vertical Angle (70) (Through Max. Cd.)
Photometric Toolbol Copyright 2992-2019 by Lighting Analysts, Inc. Page 9
Calculations based on published IES Methods and recommendations, values rounded for display purposes.
Reaps derived from content of manufacturers photometric file.
� SHOPPES AT GATEWAY
1,'1 AMal JUNE 25r 2021 IES PHOTOMETRIC
LIGHTING DESIGN REPORT
IES ROAD REPORT
PHOTOMETRIC FILENAME: E1-AG132.IES
LUMINAIRE CLASSIFICATION SYSTEM (LCS) GRAPH
Lur inaire Lumens Upligm
80
90
80
Back 0 From
Luminaire Lumens:
Front: Low=709.2, Medium=3332.6, High=4695.3, Very High=263.3
Back: Low=467.7, Medium=1060.2, High=778.8, Very High=118.1
Uplight: Low=0.0, High=0.0
BUG Rating: B2 -UO -G3
Photometric Toolbol Copyright 2992-2019 by Lighting Analysts, Inc. Page 11
Calculations based on published IES Methods and recommendations, values rounded for display purposes.
Reaps derived from content of manufacturers photometric file.
� SHOPPES AT GATEWAY
1►', AZZErn JUNE 25, 2021
LIGHTING DESIGN
rd��IIII`
D -Series Size 1
LED Area Luminaire
E_
Buy k n
Specifications
EPA: 101 mm O
W
Length: 33"
Widen: 13.
mw L
Height HL 7-1/2"
omw H]
3-1/2" Ht
Height H2:
Weight 27 fibs
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Introduction
The modern styling of the D -Series is stdldng
yet unobtrusive -making a bold, progressive
statement even as it blends seamless)y with its
environment. The DSeries distills the benefits
of the latest in LED technology into a high
performance, high efficacy, long -life luminaire.
Theoutstanding photometric performance
results in sites with excellent uniformity, greater
pole spacing and lower power density. It is
ideal for replacing up to 75OW metal halide in
pedestrian and area lighting applications with
typical energy savings of 65% and expected
service life of over 100,000 hours.
• EXAMPLE: DSX1 LED P7 40KT3M MVOLT SPA NLTAIR2 PIRHN DDBXD
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COMMERCInFOUroOOR
� SHOPPES AT GATEWAY
►'I AZZE7T1 JUNE 25, 2021
LIGHTING DESIGN
Ordering Information
Options
EGS-E benal Glare Shleld
HANDHDLE ORIENTATION
D
9
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LUMINAIRE TYPE
Tempyb Y8 Top of PoW
vs b. wi.rype:
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Tempyb Y8 Top of PoW
vs b. wi.rype:
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SHOPPES AT GATEWAY
►rAZZE7TI JUNE 25, 2021
LIGHTING DESIGN LUMINAIRE TYPE
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� SHOPPES AT GATEWAY
1►' , AZZErn JUNE 25r 2021
LIGHTING DESIGN
Lumen Ambient Temperature (LAT) Multipliers
wa. em..we.mnn...a.e.. Am..ma+1w,..age amA.,11a,�ce�a<.�
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�16re'C.�.Wn4lrem°�I�danllars ML® mivaW Z9NA l Ml
n p..larva usaoon.e
I.y.-epe.larvamaal.lp
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vs 9 Inv 10x
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n p..larva usaoon.e
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E1,E1A
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LIGHTING DESIGN
FEATURES & SPECIFICATIONS
INTENDED USE
The sleek design of the 0.5erles S e 1 reflects the embedded high performance
LEDtechnobgy Itis ideal kr many commercial and munkipal applica6om, such as
parking bts, plazas, campuses, and streerscapes.
CONSTRUCTION
Single -piece die-cast aluminum housing has integral heat sink fins to optimize
thermal management hrough conductive and convective cooling. Modular
design allows for ease of maintenance and future light engine upgrades. The LED
drivers are mounted In directconted with the casting to promote low operating
temperature and long life. Housing is completely sealed against moisture and
ental contaminants OP65). Low EPA U 01 flx1 for optimized pole wind
oadnm
g.
FINISH
Exterior parts are protected by a zinc Infused Super Durable TGIC thermoset
powder coat finish that provides superior resistance to cormsion and weathering.
A tightly controlled mol&stage process ensures a minimum 3 mils thickness for
a finish that can withstand extreme climate changes without cracking or peeling.
Available in both textured and nourtextured finishes.
OPTICS
Precision -molded proprietary acrylic lenses are engineered for superior area
lighting distribution, uniformity, and pole spacing. fight engines are available in
standard 3000 K, 4000 K and 5000 K (70 CRI) configurations. The D -Series Sae 1
has zem uptight and qualifies as a Nighttime Friendlym produch meaning it is
con si stent with the LEEDO and Green Globes'" criteria for eliminating wasteful
uptight.
ELECTRICAL
Light engine configurations consist of high-edlcary LEDs mounted to metal
core suit boards to maximize heat dissipation and promote long life (up to
L85/100,000 ho use at z C). Class 1 electronic drivers are designed to have
power factor>90%, THD <M, and an expected life of 100,000 hourswith <1%
failur rate.EastlyserviceabletOkVsuyeprotectiondevicemeees aminimum
Category C low operation per ANSI/IEEE C62412) -
STANDARD CONTROLS
The DSX1 LED area luminaire has a number of control options. DSX Size 1,
comes standard with O-1OV dimming drivers. Dusk to dawn controls can be
utilized via optional NEMA twistlockphotocell receptacles. Integrated motion
sensors with on board photocells feature fieldadjustable programing and are
suitable for mounting heights up to 30 feet.
E1,E1A
LUMINAIRE TYPE
nLIGHT AIR CONTROLS
The DSX1 LED area luminaire is also available with rEil AIR for the ultimate
in wireless control. This powerful controls platform provides owi the box basic
motion sensing and photocontud functionality and is suitable for mounting
heights up to 40 feet. Once commissioned using a srnariphone and the easyAo-
use CLAIREP' app, night AIR equipped luminaries can be grouped, resulting
in motion sensor and photocell group response without the need for additional
equipment. Scheduled dimming with motion sensor over -ride can be achieved
when used with the nLlght Boddie Additional information about nLlght Air can
be found here.
INSTALLATION
Included mounting block and integral arm facilitate quick and easy installation.
Stainless steel bolts fasten the mounting block securely to poles and walls,
enabling the 0.5eries Sae 1 to withstand up to a 3 0 G vibration load rating per
ANSI C136.31. The 0.Series Size 1 utilizes the AERIS1 ` series pole drilling pattern
(template #B). NEMA phomcontml receptacle are also available.
LISTINGS
UL Listed for wet locations. light end In as are IP66 rated, luminaire Is IP65 rated.
Rated for 40C minimum ambient U S Patent No. D672,492 S. International
patent pen ding.
Design Dg fits Consortium® (DLC) Premium qu alhied product and DLC qu allfied
product. Not all versions of this product may be DEC Premium qualified or DEC
qualified- Please check the DLC Qualified Products List at gni ff', cry/
_- to confirm which versions are qualified.
International DarkSkyAssociation (IDA) Fixture Seal of Approval (FSA) is
available for all products on this page utilizing 3000K color temperature only.
BUYAMERICAN
Product with the BAAopbon is assembled in the USA and meewhe Buy
American) government procurement requirements under FAR, DEARS and DOT.
Please refer to www.acuitybrands.corrdbuy-americon for additional
information.
WARRANTY
5 -year limited warranty. Complete warranty terms located at:
www.acuitybraMscom/suppoNcusnomer-supe Wterms-andcondition
Note: Actual performance may differ as a result of endfuser en ironment and
application.
All values are design or typical values, measured under laboratory conditions at
25 °C.
Specifications subject to change without notice.
'. LIMMOVIA one Lthoris way • (Sm,ars, Gaoyia 3t012 • Plwns: 1-8Xa/05n5Em/03/al tno—rom DW -LED
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SITE LIGHTING PHOTOMETRICS
SCALE: N.T.S.
LUMINAI RE.SC'XEDU LEMURMUR
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DEGR ER LED AREV, LUMINAIRE WIN NOMI DRIVER
Calculation Summary
Illuminance (Fc)
Average = 2.75
Maximum = 7.4
Minimum + 0.3
Avg/Min Ratio = 9.17
Max/Min Ratio = 24.67
�
Shoppes at Gateway SITE LIGHTING
11'I AZZErn June 25, 2021 PHOTOMETRICS
� SHOPPES AT GATEWAY
1,'i AZZE1TI JUNE 25, 2021 POLE BASE DETAIL
LIGHTING DESIGN SCALE = N.T.S.
EVE
LUMINAIRE
ROUND STEEL POLE BY MANUFACTURER
HANDHOLE COVER
I-Y:F'IiH�11a:�
PROVIDE 2" MIN OF CONCRETE AROUND ALL
REBAR AND ANCHOR BOLTS TO PREVENT
BREAKOUT BETWEEN BASE AND ANCHORS
GRADE
FASTEN ANCHOR BOLTS TO RESAR.
ANCHOR BOLTS FURNISHED BY E/C
HDPE CONDUIT PREFERRED.
STUB—OUT MIN. DEPTH PER N.E.C. OR
DIVISION 16 SPECIFICATIONS
DIAMETER PER STRUCTURAL ENGINEER FOR ROUND
CONCRETE BASE (SONaTUBE)
[H�]! 19AN q �}Y�] I x:1.1'^A a. R GFy x_9.1 Q�3:UPL U1SJ:I a
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(SIZE BY ELECTRICAL ENG.)
Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021
Site Plan Review— Maier Modification Pre -Submittal AOOlication
E. Exhibit E: Geotechnical Investigation
0 ...mazzetti.com
MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408
FEI
IfSIINGsINSPfCIION,Ie
G hnidE<anmonron krvian
Bo Cromelin May 17, 2021
BRFI Gateway, LLC
cto Balboa Retail Advisors, LLC
1161 San Vicente Boulevard, Suite 900
Los Angeles, California 90049
Re: Proposed New Walmart Parking Lot
Shoppes at Gateway
3000 Gateway Street
Springfield, Oregon
Subject: Geotechnical Summary
Project No. 2215024
Dear Mr. Cromelin:
FEI Testing and Inspection, Inc. has completed the requested geotechnical exploration
for the proposed new parking area immediately west of the existing Walmart store
located near the southwest corner of the Shoppes at Gateway development in
Springfield, Oregon. This letter includes a description of our work, a discussion of site
conditions and a summary of geotechnical recommendations for design and
construction of the proposed new pavements.
PROJECT INFORMATION
A new paved parking area is being designed at a currently vacant area on the west side
of the Walmart store near the intersection of 1-5 and Harlow Road in Springfield,
Oregon. The location of the improvements is shown on the attached Site Plan (Figure
1). The development is expected to include minor site grading over the relatively level
terrain and paving of most of the area for a new vehicle parking. Truck access is not
planned for the new pavements.
FEI Testing and Inspection is providing geotechnical engineering services at the request
of BRFI Gateway, LLC for the proposed improvements. Our work has included
observation of subsurface exploration, geotechnical evaluation and preparation of this
summary report. Mazzetti is providing civil design services for the proposed
development.
FIELD EXPLORATION
The field exploration focused on characterization of the upper soils at the site that will be
involved in the proposed site grading. Our work at the site was coordinated with Mazzetti
who is providing civil design services. We visited the site on April 27, 2021 to observe
subsurface explorations. During our visit we conducted a brief surface reconnaissance of
This ropod and. enclosed test data is the eanfidenbal properly d the dent to whom it is addressed and pedaina to the opedde
process and/.material evaluated. As such, infinnabbn eanlained herein shall nd be roprodueed in part. NI andkr any pail
thereof be di sdoaed wiMoul FEI Telling 81nVedkn, Ine.'s wrigen audrndzalkn.
the proposed development area. The subsurface exploration included digging three test
pits using a rubber -tired backhoe. The approximate locations of the test pits are shown on
the attached Site Plan (Figure 1). The test pits were advanced to a maximum depth of ±4
feet. The soil profiles in each test pit were logged and samples were collected from some
locations. The test pits were backfilled with excavated material and the surface graded
relatively smooth.
Infiltration testing was considered at the site to accommodate some of the storm water.
However, our exploration encountered silt and clay with medium plasticity at the depth of
interest. Our experience in the area suggests that these soils have poor infiltration with
measured infiltration rates that are typically 0.1 inch/hour or less. Therefore, we did not
complete infiltration testing.
The soil profiles are summarized on the narrative test pit logs attached in Appendix B. Our
surface and subsurface observations are summarized in the following sections.
SITE CONDITIONS
Surface Conditions:
The bulk of the parcel is close to the existing pavement grades to the north and east.
Grades slope down toward 1-5 at the west side of the site and a storm basin is located
further north of improvement area. Embankment fill associated with the Harlow Road
overpass is present south of the new parking lot. The bulk of the parcel is gavel
covered with scattered grass and brush. Blackberries are present along the west
boundary of the improvements.
Subsurface Conditions:
Subsurface conditions were evaluated using the test pit explorations. The approximate
test pit locations are shown on the Site Plan (Figure 1). Water infiltration was not
observed in any of the excavations. However, wetter soil conditions were noted below
the existing granular fill. Individual test pit summaries for the exploration completed are
attached. Subsurface conditions observed at the site as part of our field exploration
typically included the following strata:
Granular FILL.
Granular fill material is present throughout the parcel. The upper 4 to 8 inches of
the material includes more silt and abundant fine roots. However, the bulk of the
granular fill consists of loose to medium dense sandy gravel with some silt and
scattered debris (concrete fragments). The gravel is typically 3% inch minus
crushed rock, but the exploration also encountered larger rounded gravel as well
as uniform, fine, rounded gravel. The granular fill extends to depths of 1.8 to 2.3
feet across the site.
Clayey Silt.
The upper granular fill grades to medium stiff clayey silt. The stratum included
rounded gravel at the location of TP -1. The silt is typically brown, moist and has
medium plasticity. The clayey silt appears to represent the native alluvium at the
site.
Proposed New Walmad Parking Lot May 17, 2021
Shoppes at Gateway Pncietl No. 2215024
Springfield, Oregon 2.
DISCUSION OF GEOTECHNICAL CONSIDERATIONS
The site terrain suggest that the parking development will require only minor grading.
Finished site grades are expected to be relatively close to the existing site grades with
permanent cut and fill depths expected to be less than 2 feet. Based on the anticipated
earthwork and granular fill in the upper portion of the soil profile, we have assumed that
finished grades will be at or above existing grades to utilize the existing granular fill as a
subbase layer.
Weather Conditions:
Development of the site is expected to include site grading using on-site materials. The
use of on-site granular fill will only be more practical during dry weather conditions.
Additionally, the underlaying clayey silt will be more susceptible to excessive deflection
and pumping under heavy construction traffic during wet weather conditions at the site.
Therefore, construction of the new pavements should be scheduled for dry weather
months, if practical.
General Earthwork and Pavements:
Site preparation work is expected to include removal of the upper portion of the surface
material that contains the bulk of the organics. We anticipate that the stripping would
remove the upper 4 inches of the fill and surface vegetation. Deeper stripping may be
required in the area of blackberries along the west edge of the site. In addition, we
anticipate that the site preparation work will require removal of any debris or high plastic
clay soils from required excavations. We anticipate that all unsuitable soils will be
hauled from the site for disposal.
The site preparation in all areas that are close to required subgrades or require fill
should include moisture conditioning and compaction of the upper 12 inches of the
exposed granular fill. We have assumed that the new parking lot subgrade will typically
consist of the existing granular fill that is at least 12 inches thick. Areas of deeper
excavation are expected to require use of a full thickness of aggregate base over a
separation geotextile.
The pavement areas will need to support construction equipment throughout site
grading and construction of utilities. Therefore, we anticipate that the existing granular
fill would be used for construction access. The existing granular fill should be
compacted using a large vibratory roller and proof rolled using a loaded 12 cubic yard
dump truck to identify any areas of soft or yielding subgrade. New vehicle parking
pavements constructed over the stable granular fill should include a leveling course of 6
inches of aggregate base to support the new asphalt surface.
CONCLUSIONS AND RECOMMENDATIONS
Based on our observations, knowledge of the site and the proposed improvements, FEI
Testing and Inspection believes that it will be practical to construct the proposed
infrastructure improvements using typical construction methods. We understand that
the improvements will be scheduled for construction during summer months. We have
Proposed New Walmad Parking Lot May 17, 2021
Shoppes at Gateway Pncietl No. 2215024
Springfield, Oregon 3.
provided the following recommendations for design and construction of the
improvements.
Materials:
1. Aggregate base as defined in this report should consist of 3/ or 1 -inch minus, well
graded crushed rock. The rock should be relatively clean with less than 5% (by
weight) passing the #200 sieve.
2. Stabilization rock, if required, should consist of clean, angular, 3 -inch crushed
rock. Stabilization rock should contain less than 2% (by weight) passing the
#200 sieve. Use of an open -graded rock may be required for stabilization in wet,
lower lying areas during late spring or early summer months.
3. Suitable on-site soils should consist of gravel soils from the upper ±2 feet of
required excavations that do not contain sod, significant organic materials, or
debris. The suitable on-site soils are expected to include variable mixtures of
sand and gravel with some silt.
4. Stripping includes organic soils that are expected in the upper ±3 to 4 inches of
the soil profile across most of the site. The surface vegetation should be stripped
from the development area and hauled from the site.
5. Compaction of existing granular fill, aggregate base or stabilization rock should
be completed using a vibratory smooth drum roller. The lift thickness may need
to be adjusted based on the compaction equipment being used. We recommend
that the backfill and compaction procedure be documented and evaluated by the
engineer during the initial work to develop the required procedure.
6. Compact and document all suitable on-site soils, aggregate base and
stabilization rock for structural fill at the site. Compaction of all structural fill
should be completed to at least 95% according to ASTM D 698. Placement and
compaction of structural fill should be completed using loose lifts no greater than
8 inches thick, unless specified otherwise. Field density testing and observation
of placement and compaction procedure should be conducted on all structural fill
to document proper compaction at regular intervals throughout the work.
Pavement Construction:
7. Conduct earthwork at the site during dry weather conditions. On-site soils are
moisture sensitive and expected to be over optimum moisture levels into the late
spring and early summer months.
8. Proof roll the compacted granular fill subgrade using a loaded 12 cubic yard
dump truck. Areas of excessive deflection or rutting should be identified and
either reprocessed and recompacted or excavated and replaced with aggregate
base.
9. If the base is expected to support construction traffic during late fall months a
thicker section should be considered. We recommend that the anticipated
construction schedule and required base section be reevaluated once the
construction schedule is known.
Proposed New Walmad Parking Lot May 17, 2021
Shoppes at Gateway Pncietl No. 2215024
Springfield, Oregon 4.
10.Use of an aggregate base layer thickness of 6 inches may be considered for
portions of the work that are constructed over 12 inches of the existing granular
fill that is stable and approved during proof rolling. If areas of clayey silt
subgrade are encountered in the work we recommend that a separation
geotextile be placed over the firm, relatively undisturbed soils. A minimum of 12
inches of aggregate base should be used in the new pavement areas
constructed over the soil subgrade.
11.Field density testing should be completed on the aggregate base to verify
adequate compaction prior to paving. All aggregate base should be moisture
conditioned to near optimum moisture and compacted using a smooth drum,
vibratory roller. The aggregate base should be compacted to 95% relative
compaction according to ASTM D 698.
LIMITATIONS OF THIS REPORT
The analysis, conclusions and recommendations contained herein assume that the soil
conditions and ground water levels encountered in the test pits are representative of
overall site conditions. Additional geotechnical design and construction
recommendations may be required during final design of the improvements. The above
recommendations assume that we will be present during construction to confirm the
assumed foundation and subgrade conditions. We will assume no responsibility or
liability for any engineering judgment, inspection or testing performed by others.
Our work was performed for the exclusive use by BRFI Gateway, LLC and their design
consultants for the proposed new Walmart Parking Lot at the Shoppes at Gateway in
Springfield, Oregon. FEI Testing and Inspection, Inc. performed our work in accordance
with generally accepted professional geotechnical engineering practices in similar
locations. Our services do not include any survey or assessment of potential
contamination or contamination of the soil or ground water by hazardous or toxic
substances. No other warranty, expressed or implied, is made.
We trust this information meets your current needs. It has been a pleasure assisting
you with this phase of your project. Please call if you have any questions or need
additional assistance.
Sincerely,
FEI Testing an ,Inspection, Inc.
Mel McCracken, PE, GE
Geotechnical Engineer
Attachments: Figure 1. Site Plan
Narrative Test Pit Logs (3 pages)
Geoff Larsen, PE, Mazzetti
EXPIRES 121-911202
Proposed New Walmart Parking Lot May 17, 2021
Shopper; at Gateway Project N. 2215024
Springfield, Oregon 5.
Figure 1. Site Plan
Proposed Walmart Parking Lot
Shoppes at Gateway
3000 Gateway Street
Springfield, Oregon
Improvements
May 17, 2021
Page 1 of 3
Geotechnical Summary
New Walmart Parking Lot
Shoppes at Gateway
Springfield, Oregon
NARRATIVE TEST HOLE SUMMARIES
Logged on April 27, 2021
Test Pit: TP -1
Depth (feet) . Material Description Notes/Sampling
0.0 to 0.3 Loose silty GRAVEL with some organics; _ Scattered grass at surface.
dark brown, dry, crushed rock, fine roots,
0.3 to 1.8 Medium dense sandy GRAVEL with some
silt, grey, dry, primarily 3/ inch minus
crushed rock with some rounded gravel to
1.8 to 3.7 _ Medium stiff gravelly SILT with some _ No ground water infiltration
sand and trace clay; brown, moist, _ observed. _
New Walmart Parking Lot Geotechnical Summary
Shoppes at Gateway Project Ab. 2215024
Springfield, Oregon
May 17, 2021
Page 2 of 3
Test Pit: TP -2
Depth (feet)
- Material Description
Notes/Sampling
0.0 to 0.7
_ Loose GRAVEL with some silt and _
Scattered grass at surface.
organics; grey, dry, 3/8 -inch, open-
_
_ graded rounded gravel fine roots, (fill).i
0.7 to 2.3
Medium dense sandy GRAVEL with trace '....
silt and debris; grey and brown, slightly '....
moist, primarily 1 -inch minus crushed rock
with some rounded gravel to 6 inches,
scattered concrete fragments (fill)
2.3 to 3.7
. Medium stiff clayey SILT with some _
No ground water infiltration
organics; dark brown, moist, medium
observed.
plasticity, (alluvium).
New Walmart Parking Lot Geotechnical Summary
Shoppes at Gateway Project Ab. 2215024
Springfield, Oregon
May 17, 2021
Page 3 of 3
Test Pit: TP -3
Depth (feet) - Material Description Notes/Sampling
0.0 to 0.5 Soft SILT with some organics, dark Scattered grass at surface.
brown dry, friable fine roots, (fill).
0.5 to 2.0 _ Medium dense silty GRAVEL with trace
sand, brown, slightly moist, rounded
2.0 to 3.9 Medium stiff clayey SILT with trace sand; _ No ground water infiltration
dark brown, moist, medium plasticity, _ observed.
New Walmart Parking Lot Geotechnical Summary
Shoppes at Gateway Project Ab. 2215024
Springfield, Oregon
Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021
Site Plan Review— Maier Modification Pre -Submittal AOOlication
F. Exhibit F: Small Site Stormwater Study
0 ...mazzetti.com
MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408
Memorandum
To: Bo Cromelin June 25, 2021
Company: BRFI Gateway, LLC
From: Geoff Larsen
Subject: Shoppes at Gateway Southwest Parking Lot Addition
Stormwater Management Summary
Summary:
This memo provides a broad -level summary of the existing stormwater systems within the Shoppes at
Gateway site and a Small Site Stormwater Study for the proposed parking expansion at the southwest
comer of the site. The following provides an overview of the existing public stormwater infrastructure,
existing private stormwater infrastructure, and the existing and proposed stormwater management
systems on the site.
Existing Public Stormvvater Infrastructure:
There are several public stormwater mainlines extending within easements through the site. These
mainlines convey stormwater runoff from public roadways and are summarized as follows:
• Northern System: A public mainline (24" and 42") extends along the northly edge of the site in
an east -to -west direction, discharging to the public open channel along the western edge of the
site. This system conveys drainage from Gateway Street and Gateway Loop.
• Southwestern System: A public mainline (42"48") enters the eastern edge of the site near the
LTD bus station and extends south and west, following the ring road, to discharge to the
southern end of the public open channel at the west side of the site. This system coveys
drainage from Gateway Street and the residential neighborhood to the east of the site,
surrounding Oakdale Avenue.
• Southern System: A public mainline (42") enters the site at the intersection of Harlow Road
and Beverly Street and extends through the site in a westerly direction (south of Walmart) to
discharge to the 60" mainline at the south west comer of the site. This system conveys
drainage from Harlow Road and Beverly Street.
• Western System: There is a public open drainage channel extending along the western edge
of the site, flowing north -to -south. The Northern, Southwestern, and Southern systems noted
above outfall to this channel. The public open drainage channel is designated as a wetland.
The channel transitions to a 60" pipe near the southern end of the site and continues to the
south under Harlow Road.
Existing Private Stormvvater Infrastructure
Stormwater runoff from the majority of existing development site is collected through a closed -pipe
system, draining to the public open channel located along the west perimeter of the site (Western
System, as noted above). There are (3) 24" outfalls to the public open channel conveying runoff from
the western side of the site and there are (2) 48" outfalls conveying runoff from the eastem, southern,
and northern sides of the site. In addition to the closed -pipe drainage system, a large area of existing
parking lot along the western edge of the site sheet drains to the west edge of the parking lot and
discharges to the public open channel through a series of curb openings and rock lined channels.
` w rnazzetti.com
T 541.686.8478
MAZZETTI BHEGroup 940 Willamette Street, Suite 310, Eugene, OR 97401
Existing Stormwater Management
Stormwater management improvements have been made to the site over the course of redevelopment.
At present it is estimated that roughly 20%-30% of the site receives vegetated stormwater treatment.
The following is a summary of the key improvements that have been made to the site:
• Double Chamber Catch Basins and Filter Inserts
Many of the catch basins throughout the site have been retrofitted with double chambered
catch basins and/or filter inserts.
• Buffalo WIId Wings Swale
Runoff from the northern part of the Buffalo Wlld Wings parking lot is managed by an infiltration
rain garden located between the parking lot and the entrance drive to the north.
• Walmart Parking Lot Rain Gardens / Swales:
Runoff from the majority of the Walmart parking lot is managed with one of two rain gardens
within the parking lot.
• Eastern Parking Lot Rain Gardens:
In 2015, a large part of the eastern parking lot was redeveloped. Runoff from the majority of
this redeveloped parking lot is managed in a series of infiltration rain gardens integrated with
the parking lot landscaping.
• Western Outfall Improvements:
As part of the 2015 redevelopment project, the outfalls at the western edge of the site
improved to. The improvements consisted of creating shallow vegetated forebays to enhance
sedimentation and improve water quality. These enhancements were not designed improve
sedimentation but were not designed to provide treatment of the upstream contributing area.
Small Site Stormvrater Study for the Southmst Parking Lot Addition
Refer to Sheets C300 and C400 of the Site Plan Review Drawings for plans showing the location and
configuration of the proposed stormwater management system, the extents and drainage patterns for
the proposed impervious surfaces, and the basin areas for each stormwater management system.
Stormwater runoff from the proposed redevelopment area at the southwest comer of the site will be
managed as follows:
• Stormwater Quantity:
The proposed development will result in an increase in the overall impervious surface within
the project limits by approximately 21,032 square feet (SF) and will therefore increase the
overall stormwater runoff generated from the development area. The public storm drain that
the development area will discharge to is 48" in diameter. Per coordination with City Staff
during the pre -submittal conference, there are no capacity issues in the downstream system
and stormwater quantity control is not required for this site.
• Stormwater Treatment:
The proposed development will include vegetated stormwater treatment improvements,
which will include vegetated rain gardens located at the east and west sides of the
proposed parking lot area. These rain gardens will receive drainage from the majority
of the total new or redeveloped vehicular non -building roof area. The proposed
stormwater treatment facilities will be designed to meet the requirements of the Eugene
Stormwater Management Manual, as referenced the City's stormwater quality
standards presented in Chapter 3 of the Engineering Design Standards and
Procedures Manual (EDSP). TSS, bacteria, and mercury standards are addressed
through compliance with the Eugene Stormwater Management Manual. Increased
temperature of runoff will be addressed with stormwater planting improvements and
MEugeneTrojeclsr20 M2 037-Shoppes at Gateway ADA and Parking StudyM DwdplinesUmRl.and UwQ10824 SPRM Tentative
ApplicatioMlE bWl\ bi F - Small Site Stoimwater Studyl mall Site StormwaterS dy.dmx 12
BHMmp Eng—ng I Sun ng IC—Yang
passive infiltration through vegetated rain gardens. If permitted by Pacific Power, trees
are also included that will provide shade for portions of the new pavement areas.
The proposed rain gardens will meet all of the criteria outlined in the City of Eugene
Stormwater Management Manual and will include a minimum 12" of growing medium
over a drain rock reservoir with a perforated underdrain to collect filtered stormwater
from the water quality design storm. These facilities have been designed using the City
of Eugene's simplified method with 6" of storage depth, 2" of freeboard, and the rain
garden area at the storage depth is at least 5% of the contributing impervious surface.
This sizing method has been coordinated with City staff during the pre -submittal
conference. Below is a tally of the rain garden areas and contributing impervious
surfaces:
o These vegetated rain gardens will manage approximately 18,741 SF of new impervious
surface, which represents 89.1° of the total new impervious surface added by this
development. Approximately 2,291 SF of new impervious surface will not be managed
by rain gardens and will discharge to the public storm system. The total disturbed area
for this development will be approximately 28,300 SF.
o A geotechnical investigation of the proposed development area has been performed
which included three test pits within the development area. Based on the findings in
these test pits, it was determined that the soils in this area are not suitable for
infiltration.
• Stormwater Destination:
The proposed development will discharge to two existing private storm drain manholes located
at the northeast corner of the development area, which ultimately discharge to a public 48"
storm pipe downstream of Public MH No. 49840. This public storm main discharges to
Wetland M28 on the north end of the development area. Refer to sheet C300 from the SPR
plans for a plan of the proposed storm system layout and destination points.
• Stormwater Point Source Pollution Control:
The proposed development will not include any of the activities listed under EDSP 3.02.4.A for
point source pollution control.
• Stormwater Conveyance:
o Per discussion with City Staff during the SPR Pre -Application conference, there are no
known deficiencies within the receiving public system downstream of the proposed
development. All new stormwater conveyance pipes have been sized at a minimum 6"
diameterwith a minimum 1% running slope. with the exception of the rain garden
underdrains. Rain garden underdrains will be installed flat and will be 4" in diameter as
these pipes will only convey runoff from the water quality storm event.
o Below is a Rational Method calculation demonstrating the peak runoff rate for the 2 -
year storm event that will be discharged through an existing 6" storm pipe at the
northeast corner of the development area. This flow calculation is conservative, as the
flow from these rain gardens will be attenuated slightly by the delay caused by flow
through the planter growing medium. Refer to the attached Manning's calculations
confirming the capacity of these two pipes.
MEugeneTrojeclsr2MM2 037-Shoppes at Gateway ADA and Parking audyM DwdplinesUmRl.and UsaM0324 SPRM Tentative
ApplicatioMlE bWl\ bi F - Small Site Stoimwater Studyl mall Site Stormwater SWtly.dmx
BHMmp Eng—ng l Sun ng lC—Iffis
• Anticicated flow rate from Rain Gardens 1 and 2 to existina 6" storm Dice
Aimpe ws = 0.42 acres
Apew = 0.01 acres
Acwal = 0.43 acres
Qmpeviaus = 0.90
C,aam.s = 0.30
C.po , = (0.9`0.42u0.43 +(0.3`0.01)/0.43 = 0.88
I = 1.4 inches/hour
QimpeNaus = 0.9 ` 1.4 ` 0.42 = 0.529 cfs
QpeNaus = 0.3 ` 1.4 ` 0.01 = 0.001 cfs
Total = 0.530 ds < = ==Larger
than Qutal
Qeompovte = 0.88 ` 1.4 ` 0.43 = 0.529 cfs
Stormwater Management for Optional Parking Area:
The site plan shows three parallel parking stalls to be added north of the existing truck tum
around area. These parking spaces are an alternate that may or may not be constructed with
these improvements. If constructed, a double -chamber catch basin will be included as shown
on Sheet C300 of the SPR plans to collect runoff from this added impervious surface and most
of the remaining added impervious surface to the south. If these parking stalls are not
constructed, runoff from the north end of the parking area will sheet drain across the existing
pavement and over the landscaping towards the Wetland M28 per the existing condition.
M:EugeneTrojecln,2M060137-Shoppes at Gateway AGA and Parking StudyMD dplines\Citihland UsaM0324SPRM Tenlalm
ApplicatioM\ R:is\ bkF- Small SXe Stomiwater Study\Sm all SXe Stormwaler SWtly.cmx 14
aHMmp Engin-nnii lSur eNnii l Canwaing
Circular Pipe Flow Calculation - Existing 6" Storm Pipe
Model Inputs Value Unit Abbreviation
Pipe Diameter=
0.50
ft
D
Longitudinal Slope =
0.010
ft/ft
S,
Manning's Roughness=
0.013
N/A
n
Pipe Length =
500.0
ft
L
Pipe Flow In =
0.530
cfs
Q,,,
Model Outputs
Value Unit Abbreviation
Normal Depth =
0.39
ft
d
Surface Angle from Springline=
4.30
rad
a
Cross Sectional Flow Area =
0.163
ft2
A
Wetted Perimeter=
1.08
ft
P,
Hydraulic Radius =
0.15
ft
RH
Velocity =
3.25
ft/s
V
Pipe Flow Out=
0.530
cfs
Q.t
Surface Width -
0.42
ft
W,
Critical Depth =
0.37
ft
Y�
Maximum Possible Flow=
0.604
cfs
Q,,,.
Percent of Capacity =
87.8
%
P,
Residence Time/Travel Time
15.72
min
T
0.600
0.500
0.400
r 0.300
n
g 0.200
0.200
0.000
0.000
0.200 0.400
0.600
Width (k)
Equations
d
= Calculated Iteratively on Separate Spreadsheet to Match Q,,t to Q,,,
6
= 4`ASIN((d/D)"0.5)
A
= (D/2)"2`(&SlN(8))/2
P,
= D`6/2
RH
= A/Pw
V
= 1.468-RH"(2/3)-S,-0.5/n
Q.t
= V`A
W,
= D/2'COS(6/-2+7/2)-D/2'COS(6/2+7/2)
Y.
= Calculated Iteratively on Separate Spreadsheet=> Q=SQRT(32.2rSQRT(A3NV,)
Calculated Iteratively on Separate Spreadsheet
P�
= Qa„dQ_*100
T
- UV/60
Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021
Site Plan Review— Maier Modification Pre -Submittal Application
G. Exhibit G: Stormwater Scoping Sheet
0 ...mazzetti.com
MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408
DEVELOPMENT AND PUBLIC WORKS
SPRINGFIELD
OY 225 FIFTH STREET
OREGON SPRINGFIELD, OR 87477
PHONE: 541.726.3753
FAX: 541.726.1021
mmspringfialdorgov
STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK
------ -------------- _(Area below this Mnefdkdaid by Appheat)-------- -------
(Please return to Clayton diRachern @ City of5pring field Developnent and Public Works, Fax # 736-1021, Phone # 736-1036),
email: cmceachern@springfieldor.gov
Project Name:
Shoppes at Gateway—Parking
Applicant:
Geoff Larsen, PE
Assessors Parcel #:
Map 17032200, Lot 2305
Date:
5/18/2021
Land Use(s):
Supermarket
Phone #:
503-601-5968
Project Size (Acres):
1
Fax #:
Approx. Impervious
Area: 28,000 SF
Email:
GLmen@mazzeLti.com
Project Description (Include a copy of Assessor's map): Project includes expanding the parking lot on the west
side of the Walmart Neighborhood Market building to add 92 compact parking spaces to the overall mall
complex. Preliminary drawings and a copy of the Assessor's map is included as an Exhibit to the pre -submittal
narrative.
Drainage Proposal (Public connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary: Runoff
from the proposed development will be piped to the existing private storm drain system on-site, which ultimately
discharges to two 60" public storm pipes that nrr south from the local wetlands along I-5 and under Harlow Road. Refer to
the included C300 Site Utility and Lighting Plan for additional information on the proposed stomr connections.
Proposed Stormwater Best Management Practices: The project will include several filtration rain gardens to
manage runoff from the majority of new impervious surface, and some existing impervious surface. A more
detailed summary of the proposed storte water management approach is included in the pre -submittal package.
/Area below Hdr tine filled outbv the City aadRebuned k theAaabeand
(At a nuninum; all boxes checked by the City on tie front ad back ofthis sheet shall be subnutted
or an application to be conipletefor subnutteg although other requireasnas inay, be necess
Drainage Study Tyne (EDSPM Section 4.03.2): (Note. UH may be substituted for Rational Method)
❑ Small Site Study — (use Rational Method for calculations)
❑ Mid -Level Development Study—(use Unit Hydrograph Method for calculations)
❑ Full Drainage Development Study- (use Unit Hydrograph Method for calculations)
Environmental Considerations:
❑ Wellhead Zone:
❑ Wedand/Riparian:
❑ Soil Type:
Downstream Analysis:
❑ N/A
❑ Flow line for starting water surface elevation:
❑ Design HGL to use for starting water surface elevation:
❑ Manhole/Junction to take analysis to:
❑ Hillside Development:
❑ Floodway/Floodplain:
❑ Other Jurisdictions
Return to Clayton McEachem @ City of Springfield, email cmceachem@spnngfek1-or gov, FAX.." (541) 7361021
COMPLETE STUDY ITEMS
° Bared upon the infornmtionprovided on tie front ofthir sheet, tie following represents a numinunn of what it needed far on
application to be complete for submittal with respect to drainage; however, this Inst should not be used in lieu ofthe Springfield
Development Cock (SDC) or the City's Engineering Design Manual. Compliance with these requirennents does not constitute site
approval, Additional site specific information nmy be required Note: Upon scoping sheet subnuteg ensure completed fornn has been
signed in the space provided belmv:
Interim Design
Standards/Water Quality (EDSPM Chapter 3
Req'd
N/A
❑
❑
All non -building rooftop (NBR) impervious surfaces shall be pre-treated (e.g. multi-chambered catchbasin w/oil filtration
Minimum pipe cover shall be 18 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or
Private stormwater easements shall be clearly depicted on plans when private stormvater flows from one property to
media) for stops waster quality. Additionally, a minimum of 50% of the NBR impervious surface shall be treated by
proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 80,000 lb load
another.
vegetated methods.
❑
❑
Where required, vegetative stormvater design shall be consistent with design standards (EDSPM Section 3.02), set forth
Manning's "n" values for pipes shall be consistentwith Table 4-1 of the EDSP. All storm pipes shall be designed to
residential building roofs (EDSP Section 3.03A A). Additional provisions apply to this as required by the DEQ. Refer to
in Chapter 2 of the Eugene Ster swater Management Manual.
❑
❑
For newNBR impervious area less than 15,000 square feet, a simplified design approach may be followed as specified
Detention ponds shall be designed to limit runoff to pre -development rates for the 2 through 25 -year storm events.
by the Eugene Stonmvater Management Manual (Sec2.4.1).
❑
❑
If a ston rwater treatment smile is proposed, submit calculations/specifications for sizing, velocity, flow, side slopes,
*IMPORTANT ENC/NEER PLE4SEREAD BELOWAND SIGN'
bottom slope, and seed mix consistent with City of Springfield or Eugene's Stormwater Management Manual.
❑
❑
Water Quality calculations as required in Section 3.03.1 of the EDSPM.
❑El
All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall
be provided with secondary containment orweather resistant enclosure.
General Study Requirements EDSPM Section 4.03
Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon.
A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map.
Calculations shmving system capacity for a 2 -year stone event and overflow effects of a 25 -year storm event
The time of concentration (Tc) shall be determined using a 10 minute start time for developed basins.
Review ofDownstrenm System EDSPM Section 4.03.4.0
❑
❑
A downstream drainage analysis as described in EDSPM Section 4.03A.C. On-site drainage shall be governed by the
Oregon Plumbing Specialty Code (OPSC).
Elevations of the HGL and flow lines for both city and private systems where applicable.
Other/Miscellaneous
❑
Design of Storm Systems (EDSPM Section 4.04).
Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site
Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set.
drains.
❑
Minimum pipe cover shall be 18 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials, or
Private stormwater easements shall be clearly depicted on plans when private stormvater flows from one property to
proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 80,000 lb load
another.
❑
without failure of the pipe structure.
Drywells shall not receive runoff from any surface w/o being treated by one or more BMPs, with the exception of
Manning's "n" values for pipes shall be consistentwith Table 4-1 of the EDSP. All storm pipes shall be designed to
Other/Miscellaneous
❑
❑
Existing and proposed contours, located at one foot interval. Include spot elevations and site grades showing how site
drains.
❑
❑
Private stormwater easements shall be clearly depicted on plans when private stormvater flows from one property to
another.
❑
❑
Drywells shall not receive runoff from any surface w/o being treated by one or more BMPs, with the exception of
residential building roofs (EDSP Section 3.03A A). Additional provisions apply to this as required by the DEQ. Refer to
thewebsite: htto:/lwww..deo.state.or.us/Wa/uic/iic.htm for more information.
Detention ponds shall be designed to limit runoff to pre -development rates for the 2 through 25 -year storm events.
*Thisform shall be hasluded as cm Ntachmesq tuide 1hefront cover, ofihe sinrmuvder study.
*IMPORTANT ENC/NEER PLE4SEREAD BELOWAND SIGN'
As the engineer of record, I hereby certify the above required items are complete and included with the submitted stormvater study
and plan set. Signature Date
Form Version 5: June 2015
Shoppes at Gateway— Southwest Parking Lot Addition June 25, 2021
Site Plan Review— Maier Modification Pre -Submittal AOOlication
H. Exhibit H: ALTA Survey
0 ...mazzetti.com
MAZZETTI BHEGroup 940 Willamette Stre" Suite 310, Eugene, OR9408
Wr:
BEGINNING AT A POINT ON THE EAST LINE OF INTERSTATE FIVE, SAID POINT
BEING 600.0 FEET NORTH 04' 40' 04" EAST FROM THE NORTHWEST CORNER OF
THAT CERTAIN TRACT OF LAND DESCRIBED IN AMENDMENT TO CONTRACT
BETWEEN ANNA BOYD DAMS REED, SELLER AND STAFF JENNINGS. INC., BUYER,
SAID AMENDMENT BEING RECORDED JULY 20, 1971, REEL 541, RECEPTION NO.
55588, OFFICIAL RECORDS OF LANE COUNTY, OREGON, AND SAID BEGINNING
POINT BEING MORE PARTICULARLY DESCRIBED AS BEING 125.69 FEET NORTH
00' 04' WEST AND 564.27 FEET SOUTH 68' 40' WEST AND 619.49 FEET WEST
AND 600.0 FEET NORTH 04' 40' 04" EAST FROM THE SOUTHWEST CORNER OF
THE W. M. STEVENS DONATION LAND CLAIM NO. 46, SECTION 22, TOWNSHIP 17
SOUTH, RANGE 03 WEST OF THE WILLAMETTE MERIDIAN, LANE COUNTY,
OREGON, RUNNING THENCE NORTH 04' 40' 04" EAST ALONG THE EAST LINE
OF INTERSTATE 5 A DISTANCE OF 1360.7 FEET TO THE SOUTHWEST CORNER OF
THAT, CERTAIN TRACT OF LAND CONVEYED IN TRACT II TO CALEF PROPERTIES
BY DEED RECORDED NOVEMBER 4, 1971, RECEPTION NO. 71503, OFFICIAL
RECORDS OF LANE COUNTY, OREGON; THENCE SOUTH 89' 50' EAST 983.66
FEET TO A POINT ON THE WEST UNE OF STEVENS DONATION LAND CLAIM,
THENCE NORTH 00' 04' WEST ALONG THE WEST UNE OF SAID STEVENS
DONATION LAND CLAIM 278.19 FEET, THENCE NORTH 89' 45' 20" EAST 287.16
FEET TO A POINT ON THE WESTERLY LINE OF GATEWAY STREET; THENCE SOUTH
04' 55' 44" WEST ALONG THE WEST LINE OF GATEWAY STREET 1064.03 FEET;
THENCE ALONG THE WEST LINE OF GATEWAY STREET ON THE ARC OF A 2904.79
FOOT RADIUS CURVE LEFT (THE LONG CHORD OF WHICH BEARS SOUTH 02'
28' 36" WEST 248.63 FEET) A DISTANCE OF 248.70 FEET; THENCE LEAVING THE
WEST LINE OF SAID GATEWAY STREET SOUTH 65' 40' WEST 889.63 FEET;
THENCE WEST 450.0 FEET TO THE PLACE OF BEGINNING.
BEGINNING AT A POINT ON THE NORTH LINE OF THAT CERTAIN TRACT OF LAND
DESCRIBED IN AMENDMENT TO CONTRACT BETWEEN ANNA BOYD DAVIS REED,
SELLER AND STAFF JENNINGS. INC., BUYER, SAID AMENDMENT BEING
RECORDED JULY 20, 1971, REEL 541, RECEPTION NO. 55588, OFFICIAL RECORDS OF
LANE COUNTY, OREGON; SAID POINT BEING ON THE WEST LINE OF THE W. M.
STEVENS DONATION LAND CLAIM NO. 46, SECTION 22, TOWNSHIP 17 SOUTH,
RANGE 03 WEST OF THE WILLAMETTE MERIDIAN, LANE COUNTY, OREGON 125.69
FEET NORTH GO' 04' WEST FROM THE SOUTHWEST CORNER OF SAID STEVENS
DONATION LAND CLAIM; RUNNING THENCE SOUTH 68' 40' WEST 564.27 FEET;
THENCE WEST 619.49 FEET TO A POINT ON THE EAST LINE OF INTERSTATE FIVE;
THENCE NORTH 00' 40' 04" EAST ALONG THE EAST LINE OF INTERSTATE FIVE
A DISTANCE OF 600.0 FEET; THENCE EAST 450.0 FEET; THENCE NORTH 6B' 40'
EAST 889.63 FEET TO THE WEST LINE OF GATEWAY STREET; THENCE SOUTHERLY
ALONG THE WESTERLY LINE OF GATEWAY STREET TO A POINT MARKING THE
NORTHEAST CORNER OF THE ABOVE MENTIONED STAFF JENNINGS, INC., TRACT,
THENCE SOUTH 68' 40' WEST 267.08 FEET TO THE PLACE OF BEGINNING.
PARCEL III
A PARCEL OF LAND IN SECTION 22, TOWNSHIP 17 SOUTH, RANGE 3 WEST OF THE
WILLAMETTE MERIDIAN, IN THE CITY OF SPRINGFIELD, DESCRIBED AS FOLLOWS:
BEGINNING AT A POINT ON THE WEST LINE OF THE WILLIAM STEVENS DONATOIH
LAND CLAIM NO. 46, TOWNSHIP 17 SOUTH, RANGE 3 WEST OF THE WILLAMETTE
MERIDIAN, 1498.38 FEET SOUTH 0' 04' EAST FROM THE NORTHWEST CORNER
OF SAID DONATION LAND CLAIM NO. 46; THENCE SOUTH 0' 04' EAST 211.69
FEET ALONG SAID WEST LINE; THENCE SOUTH 89' 49' 20" WEST 834.94 FEET
TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF INTERSTATE 5; THENCE
SOUTH 4' 40' WEST 1422.55 FEET ALONG SAID EASTERLY RIGHT OF WAY UNE
OF INTERSTATE 5 TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING
SOUTH 4' 40' WEST 378.96 FEET ALONG SAID RIGHT OF WAY UNE; THENCE
SOUTH 89' 50' EAST 983.66 FEET TO A POINT ON THE WEST LINE OF SAID
DONATION LAND CLAIM NO. 46, NORTH 0' 04' WEST, 1870.77 FEET FROM THE
SOUTHWEST CORNER OF SAID DONATION LAND CLAIM NO. 46; THENCE NORTH
0'04' WEST 278.19 FEET ALONG SAID WEST UNE; THENCE NORTH 89' 45'
20" EAST 287.16 FEET TO A POINT ON THE WESTERLY RIGHT OF WAY LINE OF
GATEWAY STREET; THENCE NORTH 4' 56' EAST 106.93 FEET ALONG THE
WESTERLY RIGHT OF WAY UNE OF GATEWAY STREET TO A POINT WHICH BEARS
NORTH 89' 45' 20" EAST FROM THE TRUE POINT OF BEGINNING; THENCE
SOUTH 89' 45' 20" WEST 1248.92 FEET TO THE TRUE POINT OF BEGINNING, IN
LANE COUNTY, OREGON.
PARCEL IV
BEGINNING AT A POINT BEING NORTH 0' 04' 00" WEST 125.69 FEET AND SOUTH
68' 40' 00" WEST 369.59 FEET FROM THE SOUTHWEST CORNER OF THE W. M.
STEVENS DONATION LAND CLAIM NO. 46, IN SECTION 22, TOWNSHIP 17 SOUTH,
RANGE 3 WEST OF THE WILLAMETTE MERIDIAN; SAID POINT BEING ON THE
WESTERLY MARGIN OF BEVERLY STREET, THENCE ALONG SAID MARGIN SOUTH
21' 20' 00" EAST 291.02 FEET TO THE NORTHERLY MARGIN OF HARLOW ROAD;
THENCE LEAVING SAID WESTERLY MARGIN ALONG THE NORTHERLY MARGIN,
ALONG THE ARC OF A 2819.79 FOOT—RADIUS CURVE TO THE RIGHT (TIE CHORD
OF MICH CURVE BEARS SOUTH 73' 17' 16" WEST 296.53 FEET) A DISTANCE OF
296.67 FEET; THENCE CONTINUING ALONG SAID MARGIN SOUTH 76' 25' 34"
WEST 73.40 FEET; THENCE CONTINUING ALONG SAID MARGIN SOUTH 89' 22'
51" WEST 576.88 FEET TO THE EASTERLY MARGIN OF INTERSTATE 5; THENCE
LEAVING SAID NORTHERLY MARGIN ALONG THE EASTERLY MARGIN NORTH
4' 41' 18" EAST 310.02 FEET; TO THE SOUTHWEST CORNER OF THAT CERTAIN
PARCEL CONVEYED TO GATEWAY MALL LIMITED PARTNERSHIP, A SOUTH
DAKOTA PARTNERSHIP BY INSTRUMENT RECORDED UNDER RECEPTION NO. 88-
12552 OFFICIAL RECORDS, LANE COUNTY, OREGON; THENCE LEAVING SAID
EASTERLY MARGIN EAST ALONG THE SOUTH LINE OF AFORESAID GATEWAY
MALL LIMITED PARTNERSHIP PROPERTY.
EXCEPT THEREFROM THAT PORTION CONVEYED TO DAYTON HUDSON
CORPORATION, A MINNESOTA CORPORATION, BY DEED RECORDED MARCH 13,
1990, RECORDER'S RECEPTION NO. 90-11882, LANE COUNTY OREGON OFFICIAL
RECORDS, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT BEING NORTH 559.08
FEET AND WEST 883.78 FEET FROM THE SOUTHWEST CORNER OF THE W. M.
STEVENS DONATION LAND CLAIM NO. 46, IN SECTION 22, TOWNSHIP 17 SOUTH,
RANGE 3 WEST OF THE WILLAMETTE MERIDIAN; THENCE SOUTH 55 DEGREES 20'
00" EAST 192.50 FEET; THENCE SOUTH 4 DEGREES 40' GO" WEST 146.92 FEET;
THENCE SOUTH 85 DEGREES 20' 00" EAST 178.76 FEET; THENCE NORTH 4 DEGREES
40' 00" EAST 4.85 FEET; THENCE SOUTH 85 DEGREES 20' 00" EAST 35.78 FEET;
THENCE NORTH 34 DEGREES 39' 03" EAST 84.36 FEET; THENCE SOUTH 85 DEGREES
20' 00" EAST 429.71 FEET; THENCE SOUTH 4 DEGREES 21' 29" EAST 65.26 FEET;
THENCE ALONG THE ARC OF A 228.00 FOOT RADIUS CURVE TO THE RIGHT (THE
CHORD OF WHICH CURVE BEARS SOUTH 32 DEGREES 09' 15" WEST 271.32 FEET) A
DISTANCE OF 290.59 FEET; THENCE SOUTH 68 DEGREES 40' 00" WEST 166.75 FEET;
THENCE SOUTH 21 DEGREES 20' 00" EAST 54.00 FEET; THENCE SOUTH 68 DEGREES
40' 00" WEST 60.00 FEET; THENCE NORTH 21 DEGREES 20' 00" WEST 54.00 FEET;
THENCE SOUTH 68 DEGREES 40' 00" WEST 217.49 FEET; THENCE WEST 365.85 FEET;
THENCE NORTH 4 DEGREES 40' 00" EAST 598.65 FEET TO THE POINT OF
BEGINNING, IN LANE COUNTY, OREGON.
ALSO EXCEPTING THEREFROM THAT PORTION DESCRIBED IN GENERAL
JUDGMENT RECORDED APRIL 6, 2007, RECEPTION NO. 2007-022874, OFFlCIAL
RECORDS OF LANE COUNTY, OREGON.
ALSO EXCEPT THEREFROM THAT PORTION CONVEYED TO CITY OF SPRINGFIELD
FOR PUBLIC ROAD BY BARGAIN AND SALE DEED RECORDED OCTOBER 9, 2008,
DOCUMENT NO. 2008-056324, LANE COUNTY RECORDS
ALSO EXCEPTING THEREFROM THAT PORTION DESCRIBED IN BARGAIN AND
SALE DEED RECORDED MARCH 8, 1990, RECEPTION NO. 90-11194, OFFICIAL
RECORDS OF LANE COUNTY, OREGON.
(TAX LOT NUMBERS 17-03-22-00-02109, 17-03-22-00-02200,
17-03-22-00-02218, 17-03-22-
00-02219, 17-03-22-00-02300 AND 17-03-22-00-02305)
THE ABOVE DESCRIBED LAND ALSO BEING KNOWN AS:
BEGINNING AT A POINT NORTH 00 DEGREES 04' 00" WEST A DISTANCE OF 125.69
FEET FROM THE SOUTHWEST CORNER OF THE W.M. STEVENS DONATION LAND
CLAIM NO. 46, IN SECTION 22, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE
MERIDIAN; THENCE SOUTH 68 DEGREES 40' 00" WEST A DISTANCE OF 369.62 FEET
TO THE WESTERLY RIGHT—OF—WAY OF BEVERLY STREET; THENCE SOUTH 21
DEGREES 20' 00" EAST ALONG SAID WESTERLY RIGHT—OF—WAY A DISTANCE OF
291.02 FEET TO THE NORTHERLY RIGHT—OF—WAY OF HARLOW ROAD; THENCE
ALONG THE NORTHERLY RIGHT—OF—WAY OF HARLOW ROAD ALONG THE ARC OF
A 2819.79 FOOT RADIUS CURVE RIGHT (THE CHORD OF WHICH BEARS SOUTH 73
DEGREES 19' 13" WEST A DISTANCE OF 296.53 FEET) A DISTANCE OF 296.67 FEET;
THENCE CONTINUING ALONG SAID NORTHERLY RIGHT—OF—WAY, SOUTH 76
DEGREES 25' 57" WEST A DISTANCE OF 73.46 FEET; THENCE CONTINUING ALONG
SAID NORTHERLY RIGHT—OF—WAY SOUTH 89 DEGREES 22' 51" WEST A DISTANCE
OF 576.60 FEET TO THE EASTERLY RIGHT—OF—WAY OF INTERSTATE 5; THENCE
NORTH 04 DEGREES 41' 34" EAST ALONG SAID EASTERLY RIGHT—OF— WAY A
DISTANCE OF 2647.83 FEET TO THE SOUTHWEST CORNER OF THAT PARCEL
DESCRIBED ON REEL 1139, RECEPTION NO. 81 24247; THENCE LEAVING SAID
EASTERLY RIGHT—OF—WAY NORTH 89 DEGREES 46' 54" EAST ALONG THE SOUTH
LINE AND EXTENSION THEREOF OF SAID PARCEL, A DISTANCE OF 1249.20 FEET TO
THE WESTERLY RIGHT—OF—WAY OF GATEWAY STREET; THENCE ALONG SAID
WESTERLY RIGHT—OF—WAY THE FOLLOWING COURSES AND DISTANCES: ALONG
THE ARC OF A 53.0 FOOT RADIUS CURVE RIGHT (THE CHORD OF WHICH BEARS
SOUTH 15 DEGREES 55' 15" WEST A DISTANCE OF 20.14 FEET) A DISTANCE OF 20.27
FEET; THENCE ALONG THE ARC OF A 127.0 FOOT RADIUS CURVE LEFT (THE
CHORD OF WHICH BEARS SOUTH 15 DEGREES 55' 15" WEST A DISTANCE OF 48.27
FEET) A DISTANCE OF 48.56 FEET; THENCE SOUTH 04 DEGREES 57' 57" WEST A
DISTANCE OF 148.74 FEET; THENCE SOUTH 26 DEGREES 54' 23" WEST A DISTANCE
OF 32.12 FEET; THENCE SOUTH 04 DEGREES 57' 57" WEST A DISTANCE OF 85.15
FEET; THENCE SOUTH 27 DEGREES 39' 44" EAST A DISTANCE OF 46.37 FEET;
THENCE SOUTH 04 DEGREES 57' 57" WEST A DISTANCE OF 800.07 FEET TO THE
POINT OF CURVATURE OF A 2904.93 FOOT RADIUS CURVE LEFT; THENCE ALONG
THE ARC OF SAID CURVE (THE CHORD OF WHICH BEARS SOUTH 02 DEGREES 46'
21" WEST A DISTANCE OF 222.48 FEET) A DISTANCE OF 222.53 FEET; THENCE
ALONG THE ARC OF A 53.0 FOOT RADIUS CURVE RIGHT (THE CHORD OF WHICH
BEARS SOUTH 11 DEGREES 12' 04" WEST A DISTANCE OF 19.54 FEET) A DISTANCE
OF 19.66 FEET; THENCE ALONG THE ARC OF A 127.0 FOOT RADIUS CURVE LEFT
(THE CHORD OF WHICH BEARS SOUTH 10 DEGREES 31' 53" WEST A DISTANCE OF
49.75 FEET) A DISTANCE OF 50.07 FEET; THENCE ALONG THE ARC OF A 2917.93
FOOT RADIUS CURVE LEFT (THE CHORD OF WHICH BEARS SOUTH 02 DEGREES 31'
23" EAST A DISTANCE OF 179.44 FEET) A DISTANCE OF 179.46 FEET; THENCE
SOUTH 17 DEGREES 30' 11" WEST A DISTANCE OF 31.92 FEET; THENCE SOUTH 05
DEGREES 43' 11" EAST A DISTANCE OF 87.27 FEET; THENCE SOUTH 39 DEGREES 45'
43" EAST A DISTANCE OF 46.13 FEET; THENCE ALONG THE ARC OF A 2904.93 FOOT
RADIUS CURVE LEFT (THE CHORD OF WHICH BEARS SOUTH 09 DEGREES 46' 48"
EAST A DISTANCE OF 248.05 FEET) A DISTANCE OF 248.12 FEET; THENCE LEAVING
THE WESTERLY RIGHT—OF—WAY OF GATEWAY STREET, SOUTH 68 DEGREES 40' 00"
WEST A DISTANCE OF 267.40 FEET TO THE POINT OF BEGINNING, ALL IN LANE
COUNTY, OREGON.
EXCEPT THEREFROM THAT PORTION CONVEYED TO DAYTON HUDSON
CORPORATION, A MINNESOTA CORPORATION, BY DEED RECORDED MARCH 13,
1990, RECORDER'S RECEPTION NO. 90-11882, LANE COUNTY OREGON OFFICIAL
RECORDS, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT BEING NORTH 559.08
FEET AND WEST 883.78 FEET FROM THE SOUTHWEST CORNER OF THE W. M.
STEVENS DONATION LAND CLAIM NO. 46, IN SECTION 22, TOWNSHIP 17 SOUTH,
RANGE 3 WEST OF THE WILLAMETTE MERIDIAN; THENCE SOUTH 85 DEGREES 20'
00" EAST 192.50 FEET; THENCE SOUTH 4 DEGREES 40' 00" WEST 146.92 FEET;
THENCE SOUTH 85 DEGREES 20' 00" EAST 178.76 FEET; THENCE NORTH 4 DEGREES
40' 00" EAST 4.85 FEET; THENCE SOUTH 85 DEGREES 20' 00" EAST 35.78 FEET;
THENCE NORTH 34 DEGREES 39' 03" EAST 84.36 FEET; THENCE SOUTH 85 DEGREES
20' 00" EAST 429.71 FEET; THENCE SOUTH 4 DEGREES 21' 29" EAST 65.26 FEET;
THENCE ALONG THE ARC OF A 228.00 FOOT RADIUS CURVE TO THE RIGHT (THE
CHORD OF MICH CURVE BEARS SOUTH 32 DEGREES 09' 15" WEST 271.32 FEET) A
DISTANCE OF 290.59 FEET; THENCE SOUTH 68 DEGREES 40' 00" WEST 166.75 FEET;
THENCE SOUTH 21 DEGREES 20' 00" EAST 54.00 FEET; THENCE SOUTH 68 DEGREES
40' 00" WEST 60.00 FEET; THENCE NORTH 21 DEGREES 20' 00" WEST 54.00 FEET;
THENCE SOUTH 68 DEGREES 40' 00" WEST 217.49 FEET; THENCE WEST 365.85 FEET;
THENCE NORTH 4 DEGREES 40' 00" EAST 598.65 FEET TO THE POINT OF
BEGINNING, IN LANE COUNTY, OREGON.
ALSO EXCEPTING THEREFROM THAT PORTION DESCRIBED IN GENERAL
JUDGMENT RECORDED APRIL 6, 2007, RECEPTION NO. 2007-022874, OFFICIAL
RECORDS OF LANE COUNTY, OREGON.
ALSO EXCEPT THEREFROM THAT PORTION CONVEYED TO CITY OF SPRINGFIELD
FOR PUBLIC ROAD BY BARGAIN AND SALE DEED RECORDED OCTOBER 9, 2008,
DOCUMENT NO. 2008-056324, LANE COUNTY RECORDS.
ALSO EXCEPTING THEREFROM THAT PORTION DESCRIBED IN BARGAIN AND
SALE DEED RECORDED MARCH 8, 1990, RECEPTION NO. 90-11194, OFFICIAL
RECORDS OF LANE COUNTY, OREGON.
(TAX LOT NUMBERS 17-03-22—OG-02109, 17-03-22-00-02200, 17-03-22-00-02218,
17-03-22—GO-02219, 17-03-22—GO-02300 AND 17-03-22—OG-02305)
PARCEL V:
TOGETHER WITH THOSE RIGHTS AND EASEMENTS CONSTITUTING RIGHTS IN
REAL PROPERTY CREATED DEFINED AND UMITED BY THAT CERTAIN
CONSTRUCTION, OPERATION AND RECIPROCAL EASEMENT AGREEMENT BY AND
BETWEEN GATEWAY MALL LIMITED PARTNERSHIP, A SOUTH DAKOTA UMITED
PARTNERSHIP (DEVELOPER) AND DAYTON HUDSON CORPORATION, A
MINNESOTA CORPORATION (TARGET), INCLUDING THE TERMS AND PROVISIONS
THEREOF, DATED MARCH 13, 1990, RECORDED MARCH 13, 1990 UNDER
RECORDER'S RECEPTION NO. 90-11883, IN THE OFFICIAL RECORDS OF LANE
COUNTY, OREGON AND AS AMENDED BY INSTRUMENTS RECORDED JUNE 13,
2003, DOCUMENT NO. 2003-053669, RECORDED OCTOBER 29, 2013, DOCUMENT NO.
2013-056807 AND RECORDED JUNE 10, 2014, DOCUMENT NO. 2014-021249.
THE PROPERTY DESCRIBED AND SHOWN HEREON IS THE SAME PROPERTY AS
DESCRIBED IN THE WESTERN TITLE COMPANY AND ESCROW COMPANY PRELIMINARY
TITLE REPORT, REVISION #4, NUMBER 129582 DATED FEBRUARY 15, 2017.
WESTERN T1TE AND ESCROW COMPANY
PRELIMINARY TITLE REPORT N0, 129582
SCHEDULE B - EXCEPTIONS:
7) ANCHOR AND GUY EASEMENT RECORDED JUNE 23, 1926 IN VOLUME 148,
PAGE 569; AFFECTS SUBJECT PROPERTY, NOT PLOTTED, NO SPECIFIC
LOCATION DEFINED IN RECORDED INSTRUMENT.
8) ANCHOR AND GUY EASEMENT RECORDED ,NNE 23, 1926 IN VOLUME 148,
PAGE 571; AFFECTS SUBJECT PROPERTY, NOT PLOTTED, NO SPECIFIC
LOCATION DEFINED IN RECORDED INSTRUMENT.
9) WATER CONTRACT RECORDED NOVEMBER 4, 1936 IN VOLUME 189, PAGE
24; ASSIGNED BY QUITCLAIM DEED RECORDED FEBRUARY 22, 1989 IN
DOCUMENT NO. 89-08203; AFFECTS SUBJECT PROPERTY, NOT PLOTTED,
BLANKET IN NATURE.
10) EASEMENT FOR RIGHT—OF—WAY FOR ELECTRIC POWER UNE POLES AND
ANCHORS, RECORDED OCTOBER 16, 1948 IN BOOK 333, PAGE 637; AFFECTS
SUBJECT PROPERTY, NOT PLOTTED, NO SPECIFIC LOCATION DEFINED IN
RECORDED INSTRUMENT.
11) ACCESS RESTRICTIONS AS DESCRIBED IN THE WARRANTY DEED
RECORDED JUNE 28, 1957 IN DOCUMENT NO. 16055; AFFECTS THE SUBJECT
PROPERTY, NOT PLOTTED, GENERAL IN NATURE (NO ACCESS TO
INTERSTATE 5).
12) ACCESS RESTRICTIONS AS DESCRIBED IN THE WARRANTY DEED
RECORDED MAY 15, 1958 IN DOCUMENT NO. 38851; AFFECTS THE SUBJECT
PROPERTY, NOT PLOTTED, GENERAL IN NATURE (NO ACCESS TO
INTERSTATE 5).
13) 6' POWER AND TELEPHONE POLE EASEMENT RECORDED OCTOBER 30, 1959,
DOCUMENT NO. 82151; AFFECTS THE SUBJECT PROPERTY, PLOTTED.
14) 6' POWER AND TELEPHONE POLE EASEMENT RECORDED NOVEMBER 3,
1959, DOCUMENT NO. 82428; AFFECTS THE SUBJECT PROPERTY, PLOTTED.
15) VARYING WIDTH ELECTRIC LINE RIGHT—OF—WAY EASEMENT RECORDED
FEBRUARY 21, 1962, DOCUMENT NO. 60269; AFFECTS THE SUBJECT
PROPERTY, PLOTTED.
16) VARYING WIDTH ELECTRIC LINE RIGHT—OF—WAY EASEMENT RECORDED
FEBRUARY 21, 1962, DOCUMENT NO. 60270; AFFECTS THE SUBJECT
PROPERTY, PLOTTED.
17) INTENTIONALLY DELETED.
18) RIGHT OF WAY EASEMENT, RECORDED MAY 21, 1962, DOCUMENT NO. 70248;
AFFECTS THE SUBJECT PROPERTY, PLOTTED.
19) INTENTIONALLY DELETED..
20) 30' STORM DRAINAGE EASEMENT, RECORDED SEPTEMBER 24, 1976,
DOCUMENT NO.7650098; AFFECTS THE SUBJECT PROPERTY, PLOTTED.
21) 14' SANITARY SEWER EASEMENT, RECORDED SEPTEMBER 24, 1976,
DOCUMENT NO. 7650099; AFFECTS THE SUBJECT PROPERTY, PLOTTED.
22) PUBLIC UTILITY EASEMENTS, RECORDED FEBRUARY 8, 1980, DOCUMENT
NO. 8007062; AFFECTS THE SUBJECT PROPERTY, PLOTTED.
23) DISPOSITION AND DEVELOPMENT AGREEMENT, RECORDED OCTOBER 21, 1988,
DOCUMENT NO. 88-44251;
FIRST AMENDEMENT RECORDED MARCH 13, 1990, DOCUMENT NO. 90-11886;
SECOND AMENDMENT RECORDED FEBRUARY 11, 1998, DOCUMENT NO. 98-09140;
AFFECTS THE SUBJECT PROPERTY, GENERAL IN NATURE, NOT PLOTTED.
24) WAIVER, CONSENT TO ASSESSMENT, AGREEMENT TO PAY CERTAIN IMPROVEMENT
COSTS, AND AGREEMENT FOR PROVISION OF SURVEY, RECORDED OCTOBER 21,
1998, DOCUMENT NO. 88-44252; AFFECTS THE SUBJECT PROPERTY, NOT PLOTTED,
GENERAL IN NATURE.
25) ELECTRIC EASEMENTS, RECORDED SEPTEMBER 28, 1989, DOCUMENT NO.
8943900; AFFECTS THE SUBJECT PROPERTY, PLOTTED.
26) WATER LINE EASEMENTS, RECORDED FEBRUARY 23, 1990, DOCUMENT NO.
9008986; AFFECTS THE SUBJECT PROPERTY, PLOTTED.
27) PUBLIC UTILITY EASEMENTS, RECORDED MARCH 8, 1990, DOCUMENT NO.
9011195; AFFECTS THE SUBJECT PROPERTY, PLOTTED.
28) CONSTRUCTION, OPERATION AND RECIPROCAL EASEMENT AGREEMENT,
RECORDED MARCH 13, 1990, DOCUMENT NO. 9011883;
FIRST AMENDMENT RECORDED JUNE 13, 20013, DOCUMENT NO. 2003-053669;
SECOND AMENDMENT RECORDED OCTOBER 29, 2013, DOCUMENT NO. 2013-056807;
THIRD AMENDMENT RECORDED JUNE 10, 2014, DOCUMENT NO. 2014-021249;
AFFECTS THE SUBJECT PROPERTY, NOT PLOTTED, GENERAL IN NATURE.
29) MEMORANDUM OF SEPARATE AGREEMENT RECORDED MARCH 13, 1990 RECORDING
NO. 90-11884; AFFECTS THE SUBJECT PROPERTY, NOT PLOTTED, GENERAL IN NATURE.
32) UTILITY EASEMENT, RECORDED JUNE 18, 1996, DOCUMENT NO. 9640795;
AFFECTS THE SUBJECT PROPERTY, PLOTTED.
33) CITY OF SPRINGFIELD IMPROVEMENT AGREEMENT AND APPLICATION FOR SEWER HOOKUP,
RECORDED JUNE 20, 1996; DOCUMENT NO. 96-41612; AFFECTS THE SUBJECT PROPERTY, NOT
PLOTTED, GENERAL IN NATURE.
34) UTILITY EASEMENT, RECORDED OCTOBER 30, 1996, DOCUMENT NO. 9673241;
AFFECTS THE SUBJECT PROPERTY, PLOTTED.
35) PUBLIC UTILITY EASEMENT, RECORDED SEPTEMBER 26, 1997, DOCUMENT
NO. 9765399; AFFECTS THE SUBJECT PROPERTY, PLOTTED.
37) INTENTIONALLY DELETED.
38) UNDERGROUND POWER EASEMENT, RECORDED NOVEMBER 16, 2001,
DOCUMENT NO. 2001-076670; AFFECTS THE SUBJECT PROPERTY, PLOTTED.
40) UTILITY EASEMENT, RECORDED JUNE 4, 2002, DOCUMENT NO. 2002-042936;
AFFECTS THE SUBJECT PROPERTY, PLOTTED.
45) PERMANENT EASEMENT FOR BICYCLE/PEDESTRIAN FACILITY
MAINTENANCE, RECORDED APRIL 6, 2007, DOCUMENT NO. 2007-022874;
AFFECTS THE SUBJECT PROPERTY, PLOTTED.
46) INTENTIONALLY DELETED.
50) NOTICE OF OPERATIONS AND MAINTENANCE AGREEMENT RECORDED FEBRUARY 26, 2014
RECORDING NO. 2014-006757; AFFECTS SUBJECT PROEPRTY, NOT PLOTTED,
GENERAL IN NATURE.
VICINITY MAP
NOT TO SCALE
NOTES AND COMMENTS:
1) POSTED PROPERTY ADDRESS: 2720, 2730, 2750, 2770, 2800, 2810, 2820, 2860,
2880, 2900, 2950, 3000, 3018, 3026, 3030 AND 3032 GATEWAY ST.,
SPRINGFIELD, OR.
2) BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE X, OF THE FLOOD
INSURANCE RATE MAP NO. 41039C1131' WHICH BEARS AN EFFECTIVE DATE
OF JUNE 2, 1999 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. NO FIELD
SURVEYING WAS PERFORMED TO DETERMINE THIS ZONE AND AN
ELEVATION CERTIFICATE MAY BE NEEDED TO VERIFY THIS
DETERMINATION OR APPLY FOR A VARIANCE FROM THE FEDERAL
EMERGENCY MANAGEMENT AGENCY.
3) GROSS LAND AREA 2,732,104 SQUARE FEET OR 62.720 ACRES, MORE OR
LESS.
4) THE FOLLOWING ZONING INFORMATION WAS PROVIDED TO THE
SURVEYOR IN THE ZONING REPORT PREPARED BY THE PLANNING &
ZONING RESOURCE COMPANY, DATED NOVEMBER 19, 2015, PZR SITE NO.
89465-1, THIS SITE IS CURRENTLY "CC" (COMMUNITY COMMERCIAL). THE
CURRENT ZONING ALLOWS FOR THE CURRENT USE OF THE SITE AS A
SHOPPING CENTER.
ZONING DESIGNATION: CC — COMMUNITY COMMERCIAL
SETBACKS
FRONT/REAR: 10 FEET
STREET SIDE: 10 FEET
INTERIOR SIDED/REAR WHEN
ABUTTING RESIDENTIAL OR
Cl DISTRICTS: 10 FEET
PARKING: 5 FEET
HEIGHT: NO HEIGHT RESTRICTIONS
DENSITY: NONE SPECIFIED
PARKING: 1 SPACE PER 250 SQUARE FEET OF GROSS FLOOR AREA
5) THE BUILDING AREA SHOWN HEREON WAS DETERMINED BY THE FIELD
MEASUREMENTS OF THE EXTERIOR WALLS AT GROUND LEVEL
6) TOTAL PARKING SPACES 3,526 = 3,256 REGULAR, 161 COMPACT, 14
PARALLEL AND 95 DISABLED.
FEE PARCEL 2,470 REGULAR, 161 COMPACT, 14 PARALLELS AND 81
DISABLED.
TARGET PARCEL 516 REGULAR, AND 14 DISABLED
8) THE LOCATION OF UTILITIES EXISTING ON OR SERVING THE SUBJECT
PROPERTY IS LIMITED TO THE OBSERVED EVIDENCE OF THE VISIBLE
SURFACE FEATURES SHOWN HEREON PURSUANT TO SECTION 5.E.IV. AN
EXACT LOCATION OF THESE UTILITIES WAS NOT PERFORMED FOR THIS
SURVEY. BEFORE DIGGING, CALL THE APPROPRIATE LOCAL UTILITY
LOCATE SERVICE FOR FIELD LOCATIONS OF UNDERGROUND UTILITY
LINES.
10) THIS SURVEY WAS PREPARED BY A FIELD SURVEY AND SUPPLEMENTED
BY PHOTOGRAMMETRIC MAPPING PROCESSES, UTILIZING AERIAL
PHOTOGRAPHY DATED NOVEMBER 11, 2015. THE PHOTOGRAMMETRIC
MAPPING EXCEEDS THE NATOIHAL MAP ACCURACY STANDARDS. THE
FINAL SURVEY RESULTS SHOWN ON THIS SURVEY MEET THE ACCURACY
STANDARDS FOR ALTA/NSPS LAND TITLE SURVEYS
11) AT THE TIME OF THE FIELD SURVEY, THERE WAS NO OBSERVABLE
EVIDENCE OF EARTH MOVING WORK, BUILDING CONSTRUCTION, OR
BUILDING ADDITIONS WITHIN RECENT MONTHS.
12) PURSUANT TO THE CITY OF SPRINGFIELD PUBLIC WORKS DEPARTMENT
WEBSITE http://www.springfield—or.gov/dpw/Cmatruction.htm, THERE ARE NO
CURRENT PROPOSALS FOR ANY CHANGES IN STREET RIGHT OF WAY LINES
ADJACENT TO THE SUBJECT PROPERTY SHOWN ON THIS SURVEY.
AT THE TIME OF FIELD SURVEY, THERE WAS NO OBSERVABLE EVIDENCE
OF RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS.
13) AT THE TIME OF FIELD SURVEY, THERE WAS NO EVIDENCE OF FIELD
DELINEATION OF WETLANDS CONDUCTED BY A QUALIFIED SPECIALIST.
14) PHYSICAL ACCESS TO PROPERTY VIA PUBLIC RIGHTS OF WAY:
HARLOW ROAD, GATEWAY STREET, BEVERLY STREET, AND GATEWAY LOOP.
15) EASEMENT RIGHTS: PLOTTABLE EASEMENTS ARE SHOWN FROM THE
OWNER SUPPLIED TITLE REPORT. NON—PLOTTABLE EASEMENTS ARE
NOTED ON THE SURVEY AS BEING "NOT PLOTTED". BECAUSE OUR
SERVICE IS UNITED TO REPORTING ON EASEMENT LOCATIONS, WE
STRONGLY RECOMMEND LEGAL COUNSEL BE RETAINED TO REPORT ON
TITLE PAPERS IN THEIR ENTIRETY.
16) AT THE TIME OF THE FIELD SURVEY, THERE WAS NO EVIDENCE OF SITE
USE AS A CEMETERY, BURIAL GROUND OR GRAVE SITE.
17) THE RECORD DESCRIPTION DOES MATHEMATICALLY CLOSE.
18) BASIS OF BEARINGS
THE BEARING OF SOUTH 457'57" WEST ALONG THE WEST UNE OF
GATEWAY STREET AS SHOWN UPON THAT CERTAIN MAP ENTITLED
"MAP OF SURVEY FOR GENERAL GROWN MANAGEMENT, INC."
RECORDED IN C.S. FILE NO. 33380, LANE COUNTY RECORDS, WAS
TAKEN AS THE BASIS OF BEARINGS SHOWN UPON THIS SURVEY.
19) THERE ARE NO GAPS GORES OR OVERLAPS BETWEEN THE SUBJECT
PROPERTY AND THE ADJOINING PROPERTIES OR PUBLIC STREET RIGHTS
OF WAY SHOWN ON THIS SURVEY.
THERE ARE NO INTERIOR GAPS. GORES OR OVERLAPS BETWEEN THE
PARCELS WITHIN THE SUBJECT PROPERTY.
20) TAX MAP PARCEL NO. 17-03-22-00-02305, 17-03-22-00-02109,
17-03-22-00-02200, 17-03-22-00-02300, 17-03-22-00-02219,
17-03-022-00-02218.
21) THIS IS AN AS—BUILT SURVEY PREPARED IN ACCORDANCE WITH THE
MINIMUM STANDARD DETAIL REQUIREMENTS FOR ALTA/NSPS LAND TITLE
SURVEYS.
22) THIS SURVEY WAS PREPARED FOR THE PURPOSES OF OBTAINING AN
EXTENDED COVERAGE TITLE INSURANCE POLICY AND DOES NOT
CONTAIN SUFFICIENT DETAIL FOR DESIGN PURPOSES. ADDITIONAL
SURVEYING WILL BE REQUIRED FOR DESIGN PURPOSES.
23) THE USE OF THE WORD "CERTIFY OR "CERTIFICATION" WITHIN THIS
SURVEY ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION
REGARDING THOSE FACTS AND FINDINGS SHOWN ON THIS SURVEY, AND
DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER IMPLIED
OR EXPRESSED.
24) DURYEA & ASSOCIATES ONLY ACKNOWLEDGES SIGNED AND STAMPED
MAPS AND DRAWINGS. NO RESPONSIBILITY OR UABILITY IS EXPRESSED
OR IMPUED FOR ELECTRONIC DATA AND/OR REPRODUCED MAPS AND
DRAWINGS.
25) PURSUANT TO THE CITY OF SPRINGFIELD PUBUC WORKS DEPARTMENT WEBSITE
http://www.springfeld—or.gov/dpw, THERE ARE NO CURRENT PROPOSALS FOR
ANY CHANGES IN STREET RIGHT OF WAY LINES ADJACENT TO THE SUBJECT
PROPERTY SHOWN ON THIS SURVEY.
AT THE TIME OF FIELD SURVEY, THERE WAS NO OBSERVABLE EVIDENCE OF
RECENT STREET OR SIDEWALK CONSTRUCTION OR REPAIRS.
26) ALL UTUTES THAT SERVE THE SUBJECT PROPERTY ENTER THE PROPERTY
FROM THE ADJACENT PUBLIC STREETS.
27) AT THE TIME OF THE FIELD SURVEY, THERE WAS NO OBSERVABLE EVIDENCE
OF SITE USE AS A SOLID WASTE DUMP, SUMP OR SANITARY LANDFILL
AREA TABLE
OWNER
ASSESOR PARCEL NOS.
LAND AREA
SQUARE FEET
ACRES
GGP — GATEWAY MALL LLC.
17-03-22-00-02109, 02218, 02219, 02200
FEE PARCEL
2,740
81
17-03-22-00-02300 & 02305
2,731,681
62.711
DAYTON HUDSON CORP (TARGET)
17-03-22-00-02307
377,938
8.676
0 11
TOTAL:
3,109,619
71.387
PARKING COUNT TABLE
PARCEL Hk
REGULAR
HANDICAP
COMPACT
PARALLEL
TOTAL
FEE PARCEL
2,740
81
161
14
2,996
TARGET PARCEL
516
14
0
0 11
530
OVERALL TOTAL:
3,256
95
161
14 11
3,526
POSSIBLE ENCROACHMENTS:
(A) SEARS BUILDING OVERLAPS WATER UNE EASEMENT (#9008986)
SEE SHEETS 2 AND 5
(B) MALL BUILDING OVERLAPS UTILITY EASEMENTS (#9640795)
SEE SHEETS 2, 4 AND 5
(C) DRIVEWAY / ACCESS BETWEEN SUBJECT PROPERY AND LANDS OF USPS
SEE SHEET 5
SURVEYOR'S CERTIFICATION:
To: GGP—Gateway Mall, LL.C., a Delaware limited liability company, formerly known
as Gateway Mall Partners, a South Dakota general partnership, (formerly known
as Gateway Mall Limited Partnership, a South Dakota limited partnership),
BRFl Gateway, LLC, a Delaware limited liability company, and its successors
and assigns, Commonwealth Land Title Insurance Company, Fidelity National
Title Group, Western Title & Escrow Company, and First American Title
Insurance Company.
This is to certify that this map or plat and the survey on which it is based were
made in accordance with the 2016 Minimum Standard Detail Requirements for
ALTA/NSPS Land Title Surveys, Jointly established and adopted by ALTA and NSPS,
and includes Items 2, 3, 4, 6(a), 7(a), 7(b)(1), 7(c), 8, 9, 13, 14, 15, 16, 17, 18, 19
and 20 of Table A thereof.
The field work was completed on November 30, 2016
REGISTERED
PROFESSIONAL
LAND SURVEYOR
PLS 59638 (//OREGON
Exp. 12/31/2017 JKLY 11, 2000
mitchOduryea—aesociates.com MITCHELL DURYEA
THERE ARE NO OTHER ENCROACHMENTS BY IMPROVEMENTS ON THE ADJOINING
PROPERTY ONTO SUBJECT PROPERTY, AND NO OTHER ENCROACHMENTS BY
IMPROVEMENTS LOCATED ON SUBJECT PROPERTY OVER ANY ADJOINING
PROPERTY OR OVER ANY PLOTTED OR PLOTTABLE EASEMENTS.
SHEET INDEX
SHEET 1: LEGAL DESCRIPTION & NOTES
SHEET 2: BOUNDARY & EASEMENTS
SHEET 3: SITE PLAN
SHEET 4-5: PHYSICAL FEATURES
EXPIRES 12/31/2017
ALTA/NSPS LAND TITLE SURVEYI
PACIFIC HIGHWAY INTERSTATE 5 (300' WIDE)
(A PUBLIC STREET) STORM SEWER VARYING WIDTH ELECTRIC LINE
O18 RIGHT-OF-WAY EASEMENT (#901195) 27 EASEMENT (/60269 & 60270) 15 18 P7 STORM SEWER
EASEMENT (#70248) EASEMENT (/901195)
_ BASIS OF BEARINGS
__ABT =1 _ -. - �\T�
T
---- -- --- ---- ------ 2631.97 ------- --- --------\\ 115.86'---------------- I-1---27 ---- --- ----------------------------- ELECTRIC EASEMENT
I (�STOR R r---- -- --- ----
- - - - - - - - - - - - - - -
EASEMENT 25 (/8943900) \ \� -
III 11 1 (#901195) -'tet
- - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - _
��------------------------------------I-------------, ---------------------------------
12' WATER LINE------__====-1� 20 30' STORM DRAIN \ V1
-------------t+I I 26 /_� �---------- c �`_-_---------------------------- OEASEMENT (#7850098) N
IEASEMENT (#9008986)1/ ------------------------- \
-------_----.� -�1 I 10' UTILITY EASEMENT -� '� r---------��__ 26 12' WATER UNE h\ 111
y�4 1 11 I 32 34 (#9640795) = �� EASEMENT `I
(#9673241)--1 N04'40'00"E 598.65' =%� r---------- �.�\� (#9008986) li\\
I _ _ L �� POINT OF 1 ---------Z---- \
__ i// i BEGINNING ��_--
--- 11\
'N II. I I r ------------ J /� (#90-11882) -I---- \\ 11 \\\ YID
p III zz 1 1 1 o 1 1 III \\ II
I' zo' PUBLIC UTILITY I I t I
EASEMENT (#8007062) 1 1 1 1 rri
10' UTILITY EASEMENT
(#9640795) 32 34 1 J `I I
p I I� I I I 111 o (09673241) OO 1 1 (l I I I
y ,a I 1 11------�---------� IIx,\ 11
d II I I I So4'4o'Do"w J ---- -�\ 11
c 11r - - L----- --------- J II
LANDS OF DAYTON 1
HUDSON CORP. N ---- -I-------- J II L
(#90-11882) 0 1111
d 11. I III 1 0
11 m 38 I I II I
II 27 STORM SEWER 1 10' UNDERGROUND 11 II II
EASEMENT (/901195) I I 1 POWER EASEMENT �ry (a 11
1 1 I (#2001-076670) v, . 33380ci 1
G II 1 1 N04'40'00E "E 4.85' I
S85'20'00" 35.78' 1 11 1 1
34'39'03'E 84.36'
jfi \ 0
32 34 \ \ \ 0 0 111 11
10' UTILITY EASEMENT \\ \ \ £ \ I II 1
\' (#9640795) \ \ �\�''�
`\ \\++'D• �oSoa�q�(#9673241) , J
--_ - - - -
11 11
C.S. 33380I� i I 1 i 111
\ I� 11 _
1 _ i _rq -_-_- � 12' WATER LINE
---J--- ---------------------- - , I 1 '(1
_ I I -1 i EASEMENT (#9008986) 26 / I I
SZ`A(�(��Oo \\ I; 12' WATER UNE
<V \ EASEMENT (#9008986)O IIII 1 11
III-_---___- _ __---
20' Pu9uc UTILITY'rz• \ �' I I _ _- _
EASEMENT (#8007062) - --
$+\ \ �iR
----------- ----I r/
r
PARC[ d D-� �� ` I L10 UTIUTY (#96732455)MENT32 OI 1 q 8' POWER UNE j1�
{� �7 �j y7y7 �j y7 (� I��/I y7(�1{� y� OEASEMENT (2428) I I
II 0 ��aJ�L/�L/���O�L/-eTJ�ISJ If IMI eTJ�1 II !/ ` `\ ?90` _
SW CORNER OF \ \ \
PUDONG CREEK DLC 48� N0004'00"W ;,j a.0e' 504'2129 E \`
111
_ 125.69' C/ya3bf ZB 6526'
LAND CO. � 10' UTILITY EASEMENT 523'38'42 W 11
POINT OF BEGINNING O (gz0oz-oaze3s)
(PARCEL I, II, III, & IV 27 UTILITY EASEMENT \ ` \ _ - - - _ 1 11 '57'5
27 W � 4.98' 111111
"ALSO KNOW AS") �� O (/9onas) \\\\
,o' B.s.L.
EXCEPTION TO LEGAL
DESCRIPTION (#2007-022874)
17-03-22-00-3502
FNJGLESTAD FAML f
LLC
14' SANITARY SEWER
:ASEMEN7 (#7650099) 21
03-22-00-3500
6' POWER AND TELEPHO.E8, -- D�I�����0��
EASEMENT (#82151) 13
-PERMANANT EASEMENT (N Io�2D�5� MON FOR BICYCLE/PEDESTRIAN45 CRE II IJ OU N
FACILITY MAINTENANCE
GATEWAY LOOP
(A PUBLIC STREET)
�m
m 10' ELECTRIC EASEMENTO
(#8943900) 25
1m
No 10' UTILITY EASEMENT
(#9840795) 32 34
(#9673241)
1 1
� I
III
II
II
1117
111
111
III
II
II
II
111
111
II
III
II
II
II
111
J 1
5054311 E - _ - -i i C�
i 93.20' - _ - - - - - - - - --�EXCEPTICN TO LEGAL - - - - - - - - - - - - - - - -
545IS OF 800.07'
�- � DESCRIPTION 2008-058324 56 52739'44"E SO4'S7'57'W
p 539'45'43"E _ - _ _ (# ) BASIS OF BEARINGS ="'
�$ 46.13' _ _ _ - _ - - - - - - _ 46.37 .... S28'S4'23_W 148.74' -
55'43'11"E
� 872
/ L=24
R=290449.93
A-453'38"
/ CH=S9'46'48"E
248.05'
PUBLIC ROAD EASEMENT
1730'11" 7' PUBLIC UTIUTY L=222.53' (#2008-056324)
3192' EASEMENT 35 R=2904.93 UTIUTY EASEMENT
GATEWAY STREET (WIDTH VARIES) 27 (#901195,
(#9765399) (1423
INCE '21"
LEGAL CH=S2'46'21"W
22148' (A PUBLIC STREET)
85.15' NORTH ENTRANCE
EXCEPTION TO LEGAL
DESCRIPTION
(#90-11194)
(#901195) 27
(609 WIDE)
17-03-22-00-3200
MS POSTAL SEMCE
GRAPHIC SCALE
lao 0 w 100 200 100
( IN FEET )
1 inch = 100 ft
LEGEND:
PROPERTYLINE
----------EASEMENT LINE
B.S.L. BUILDING SETBACK LINE
CENTERLINE
/ / / / / / / / / / / / / / BUILDING LINE
DEED EXCEPTION
• FOUND MONUMENT PER RECORD
REGISTERED
PROFESSIONAL
LAND SURVEYOR
JLfLY 11, 2000
MITCHELL DURYEA
EXPIRES 12/31/2017
BOUNDARY &
EASEMENTS
ALTA/NSPS LAND TITLE SURVEYI
CURVE TABLE
CURVE DATA
LONG CHORD
CURVE
RADIUS
DELTA
LENGTH
BEARING
LENGTH
Cl
2917.93'
3'31'26"
179.46'
S02'31'23'E
179.44'
C2
127.00'
22'35'26"
50.07'
S10'31'53"W
49.75'
C3
53.00'
2174'43"
19.66'
S11*12'04"W
19.54'
C4
127.00'
2154'37"
48.56'
S15'55'15"W
48.27'
C5
53.00'
2154'20"
20.27'
S15'55'15"W
20.14'
C6
40.00'
29'13'50"
20.41'
S18'55'27'W
20.19'
C7
127.00'
5'34'45"
12.37'
S2'01'32"W
12.36'
EXCEPTION TO LEGAL
DESCRIPTION (#2007-022874)
17-03-22-00-3502
FNJGLESTAD FAML f
LLC
14' SANITARY SEWER
:ASEMEN7 (#7650099) 21
03-22-00-3500
6' POWER AND TELEPHO.E8, -- D�I�����0��
EASEMENT (#82151) 13
-PERMANANT EASEMENT (N Io�2D�5� MON FOR BICYCLE/PEDESTRIAN45 CRE II IJ OU N
FACILITY MAINTENANCE
GATEWAY LOOP
(A PUBLIC STREET)
�m
m 10' ELECTRIC EASEMENTO
(#8943900) 25
1m
No 10' UTILITY EASEMENT
(#9840795) 32 34
(#9673241)
1 1
� I
III
II
II
1117
111
111
III
II
II
II
111
111
II
III
II
II
II
111
J 1
5054311 E - _ - -i i C�
i 93.20' - _ - - - - - - - - --�EXCEPTICN TO LEGAL - - - - - - - - - - - - - - - -
545IS OF 800.07'
�- � DESCRIPTION 2008-058324 56 52739'44"E SO4'S7'57'W
p 539'45'43"E _ - _ _ (# ) BASIS OF BEARINGS ="'
�$ 46.13' _ _ _ - _ - - - - - - _ 46.37 .... S28'S4'23_W 148.74' -
55'43'11"E
� 872
/ L=24
R=290449.93
A-453'38"
/ CH=S9'46'48"E
248.05'
PUBLIC ROAD EASEMENT
1730'11" 7' PUBLIC UTIUTY L=222.53' (#2008-056324)
3192' EASEMENT 35 R=2904.93 UTIUTY EASEMENT
GATEWAY STREET (WIDTH VARIES) 27 (#901195,
(#9765399) (1423
INCE '21"
LEGAL CH=S2'46'21"W
22148' (A PUBLIC STREET)
85.15' NORTH ENTRANCE
EXCEPTION TO LEGAL
DESCRIPTION
(#90-11194)
(#901195) 27
(609 WIDE)
17-03-22-00-3200
MS POSTAL SEMCE
GRAPHIC SCALE
lao 0 w 100 200 100
( IN FEET )
1 inch = 100 ft
LEGEND:
PROPERTYLINE
----------EASEMENT LINE
B.S.L. BUILDING SETBACK LINE
CENTERLINE
/ / / / / / / / / / / / / / BUILDING LINE
DEED EXCEPTION
• FOUND MONUMENT PER RECORD
REGISTERED
PROFESSIONAL
LAND SURVEYOR
JLfLY 11, 2000
MITCHELL DURYEA
EXPIRES 12/31/2017
BOUNDARY &
EASEMENTS
ALTA/NSPS LAND TITLE SURVEYI
P
-- o --ca
TARGET
PACIFIC HIGHWAY INTERSTATE 5 (300' WIDE)
(A PUBLIC STREET)
GATEWAY LOOP (60' WIDE)
FREET)
Q a.
(:nq
„q,
A
PANE -RA BREAD,
o
-di;
1 \ I
v�
v \ SY� °
'.64
,
°
GATEWAY STREET (WIDTH VARIES)
MUL T/— TENANT MUL T/— TENANT (A PUBLIC STREET)
BU/LD/NG #1 BU/LD/NG #3
MUL 77— TENANT
SU/LD/NG �OK2
r-
IF+1 I - -
8
BU/LD/NG DE -TAILS — NOT TO SCALE
PROFESSIONAL
LEGEND.
��
SURVEYOR
— —LAND
PROPERTY UNE
--
— EASEMENT UNE
BUILDING SETBACK LINE
GRAPHIC SCALE
OREGON
J LY 11, 2000
— —CENTERLINE
MITCHELL DURYEA
1m o m +m zm zao
59638
BUILDING UNE
EXPIRES 12/31/2017
—..zz-8•
CHAIN LINK FENCE
'—■
SIGNS
( IN FEET )
1 inch = 100 ft
HANDICAP PARKING SPACE
LIGHT POLE
®
CATCH BASIN
MANHOLE
MUL 77— TENANT
MUL 77— TENANT
"UL 77— TENANT
APPLEBEE S
C
C
CONCRETE SURFACE
BUFFALO
VA N
PANERA BREAD
BU/LD/NG #1
BU/LO/NG ,f2
BU/LD/N#3 G
ROADHOUSE GR/LL
CARL'S ✓R.
f
❑ o
UTILITY VAULT / BOX
WILD W/NGS
H/=26 f
H/=21 t
H/=29 f
H/=24 f
H/=23f
H/=21 f
H/=24 H/=26 f
AREA = 5,506 AREA = 3 679
SITE
PT
N
H/=29 f
AREA = 1,207
AREA = 4,470 SO. FT.
AREA = 11,871 SO. FT.
AREA = 4,4674
AREA = 7,106
AREA = 7 129
1 iJ�il
��
WATER /GAS VALVE
AREA = 5, 926
SO. FT. (FOO TPR/N TJ
(FOO 7PR/N TJ
FOO TPR/N TJ
SO. FT. (FOO TPR/N TJ
SO. FT. (FOO TPR/N TJ
SO. FT. (FOO TPR/N TJ
SO. FT. (F00 77�R/N TJ SO. FT. (FOO 7PR/N TJ
TRAFFIC SIGNAL
SO. FT. (FOO7PR/NTJ
1 STORY
1 STORY
1 STORY
1 STORY
1 STORY
1 STORY
W000 FRAME W000 FRAME
ALTA/NSPS LAND TITLE SURVEY
1 STORY
WOOD FRAME
WOOD FRAME
WOOD FRAME
WOOD FRAME
WOOD FRAME
WOOD FRAME
1%
®
FIRE HYDRANT
WOOD FRAME
/38.1
THE S H O P P ES AT GATEWAY
STORM MANHOLE
55.0
5 6.7
.66.4
O
POWER POLE
,557
,8.4
B.B'
06TREE
n'
3000 GATEWAY STREET
UNE / BRUSH / LANDSCAPE
126.0 ,'�
P
18,3 / ,4
*
MISCELLANEOUS UTILITY
O o
SPRINGFIELD OR 97477
C5
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0
n
N/ N
■ ❑
TRANSMISSION UNE TOWER
o
0 .v
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m M
DURYEA & ASSOCIATES, P.S.
W
11.9
Nf
J
2702 N. Perry Street, Spokane WA 99207
1 o.1'
24.3/
18.1 6 1 34.7'
w
9.5 6a.7•
91.1`
11.0
W
M
tel: 509 465-8007
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11s
m,7.0
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37.6 d
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�,
44.1/
www.duryea-associates.com
55.7/
75.2
- ._
neTr• DECEMBER 2016
curry.
BU/LD/NG DE -TAILS — NOT TO SCALE
b p o a 13
PACIFIC bHIGHWAY INTERSTATE 5 (300' MIDI X X X X X X
x x x z z x X % STORM SEWER VARYING WIDTH ELECTRIC LINE
RIGHT-OF-WAY (A PUBLIC STREET) EASEMENT (8.901195)27
EASEMENT (860269, 60270)
8
EASEMENT 70248 — _ —
I — — DRAINAGE CHANNEL
•---------------------- �1 T�� �—tar—aa_+——'ss--- r ---------------------------------- --------------------------------------- �--------------------------------- ��3�—� �— —
_ – – –..– .– .–..–. –.–..–.._. – – – – – – –. – – – – – – - ----_ ---------— _ — — — _ _. _. _.._.._.._ .– .–.._ _.
.I-.. _ ___�RAIRAGE-CHAHNE�'
13
_Y_ _ ____________________
1 __ ___________
____ ` /-----
____ _______________________________
1 STORM SEWER u/
II 1
EASEMENT / ASPHALT SURFACE) ASPHALT SURFACE
1.
11 a I 1 (/901195)
3
,-Frj �
® ASPHALT SURFACE °!
1 v 1 +m
11 I 1 I
—
o o 1 D ------------------------------------------ ----- ------------------- - --
'' -------------- ----- - 1 _
- J D �� ��-------------------------------------- -- - --- - °
22 105' PUBUC UnUTY p------------------------------
------------------------------------------------------- _ - - - — _--�--- --- -- -- — ---- _---------
1 g EASEMENT (88007062) -- - ____------
----------------------------
-------------------
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_
® _____
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1i1 Q _____+___+__+ _+_____ < \
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-----
----------
—__ __ �. I11 -'ili {} I1li4t 111II1111I
'--_
LINE_________________________-____
WATER f____________________________
i1 -- __ 10' UTILITY EASEMENT
+ (89640795 EASEMENT (#9008986)
33 (89673241) 226.9'
I' ) :i h 111 -------------------- - ����--�c--__ --__ ✓ O V �'
�a
5.0' \
11 WALMART I I 1 _----------
---- _
NEIGHBORHOOD MARKET r_-- _-- --- ---ASPHALT suRFACE 601
I i1 2730 GATEWAY ST.
1 II m 1 STORY BLOCK BUILDING i i i i 1 O 1 1 "� ,I .1 a / `
39.548 S.F. (FOOTPRINT) w
t,l 11. 28.4' HIGH H 1 343.0' ':.: I I CABELA'S
I I I 1 All 1 I'^ 2800 GATEWAY ST. /
'I I 1111 li i i it X 1 - 1 STORY BLOCK BUILDING
/fiz
1 1 I 1 aR 51,694 S.F. (FOOTPRINT)
38.3' HIGH
I I r. 22 1 1I.
26.0'.. I 1 I 10 U(�TY EASEMENT32
zo' PUT ( Un706 11 II _\ I..I 795)
(#e ) ..�
,N 1 673241
I I I a 20,W 1 'I
1 11� EASEMENT 0007062) D 11 o •I
r 1l
®o 1 38 10'+UNDERGROUND POWER #/ 1i
Oc, I I1� i i li i EASEMENT (820001-076670) "
�+ 1 I I 119.1' II II II 11 '1 ASPHALT SURFACE
LQ5.2' }4.2'/ 1 1 ASPHALT SURFACE .. I _ _ __ i� ___ ___
111 33 '� 4 1I 11 11 11 11 �` .�. ' 'L °
O 1 1. 1
ASPHALT SURFACE 1 SNC •/
ey I 1 1 1 -"7 O 11..,,.11 - - - --------------------------------------
'5,9s
a.e'
o-
y d1I I a 97.0 ';'',.-) ';
4 Q..
16.3' m y QLO
ii 22 O 1 II II I# - 2750 GATEWAY ST. avomlpc 6a' 1a49' HEIGHT=28.2' C : za s•1 -7.a• 1------------------------
11
_ __ ___O __ ________ _____\ 61.Y - -
HEIGHT -24 I
1 1 1 1 STORY BLOCK BUILDING �j
ii # 11 i li 114,331 S.F. (FOOTPRINT)
24.5' HIGH
96.2. W
M SEWER
IT (#901195)-
(#90{111195)--
C
ASPHALT
+'
ns
143.0'
\\\ \ \\\\ ASPHALT SURFACE—'
qD °
HEIGHT -31.1'
I /
\ \ 32 34 \\ \\ \\ \�\\ V�\ 1 0 0 DIM 0 + .
10' UTI JTY EASEMENT \\ \\ \\ \\\ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o 0 +
\\ (89640795)\ \ \ \ t
\ c (89673241).... VI\� I .. I--AsarvALr sure6ACE�
C\
\ BIG 5 I
\ 2720 GATEWAY ST. \ \ \ - _ ,,..// 1 STORY BLOCK BUILDING \\ \\ , - ----__
\� 13,068 S.F. (FOOTPRINT)
\\ 28.2' HIGH-
\ - 20' PUBLIC UTILITY
\
eOy \\\ P @EASEMENT (88007082)
6/
ge'`
0
LEGEND: PARCEL 0-5
---------PROPERTY UNE Pm 3917
--------------------------- EASEMENT LINE
— e.S.L-' -' - BUILDING SETBACK UNE
— - — - — - — - — CENTERLINE
///////////// / BUILDING UNE
—XXXX-6: CHAIN UNK FENCE
SIGNS
b HANDICAP PARKING SPACE
a LIGHT POLE
®CATCH BASIN
O MANHOLE
C CONCRETE SURFACE
❑ o UTILITY VAULT / BOX
pd WATER / GAS VALVE
4�,-J TRAFFIC SIGNAL
W
V/
W
THE SHOPPES AT GATEWAY
2750 GATEWAY ST.
1
1 STORY BUILDING
BLOCK BUILDING
f /T
405,689 S.F. (FOOTPRINT)
V /
I /
\ \ 32 34 \\ \\ \\ \�\\ V�\ 1 0 0 DIM 0 + .
10' UTI JTY EASEMENT \\ \\ \\ \\\ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o 0 +
\\ (89640795)\ \ \ \ t
\ c (89673241).... VI\� I .. I--AsarvALr sure6ACE�
C\
\ BIG 5 I
\ 2720 GATEWAY ST. \ \ \ - _ ,,..// 1 STORY BLOCK BUILDING \\ \\ , - ----__
\� 13,068 S.F. (FOOTPRINT)
\\ 28.2' HIGH-
\ - 20' PUBLIC UTILITY
\
eOy \\\ P @EASEMENT (88007082)
6/
ge'`
0
LEGEND: PARCEL 0-5
---------PROPERTY UNE Pm 3917
--------------------------- EASEMENT LINE
— e.S.L-' -' - BUILDING SETBACK UNE
— - — - — - — - — CENTERLINE
///////////// / BUILDING UNE
—XXXX-6: CHAIN UNK FENCE
SIGNS
b HANDICAP PARKING SPACE
a LIGHT POLE
®CATCH BASIN
O MANHOLE
C CONCRETE SURFACE
❑ o UTILITY VAULT / BOX
pd WATER / GAS VALVE
4�,-J TRAFFIC SIGNAL
Yf FIRE HYDRANT
® STORM MANHOLE
O POWER POLE
TREE LINE / BRUSH / LANDSCAPE
+ GRAPHIC SCALE
MISCELLANEOUS UTIUTY
eo o m m m0 zoo
■ TRANSMISSION UNE TOWER
( IN FEET )
1 inch = 50 ft.
29:
2 ST01
--------------
/ : - 48.86
y \ /
1 1
_ _____
_ ®--------------------------------------------
_____
------------_
____
lk}
I 1
12' WATER LINE
1 I EASEMENT (89008986) 26 /
I
, ASPHALT SURFACE
I Y —
a I II I
I --
REGI
____ASPHALT SURFACE PANGAT BREAD\ STERED
.2810 GATEWAY 5T . �\ C PROFESSIONAL
1 I 1 \ \ \ �o
-..'. (SEE SHEET 3)',,.\ LAND SURVEYOR
D $ \ \ \\ ASPHALT WRFACE--
1LJ o
MULn-TENANT \\\ # OREGON
BUILIDING J LY 11, 2000
2820 GTTEWA; MITCHELLUR A
ST.
3
E SHEET +.:._ 59638
SE
J
\_o EXPIRES 12/31/2017
--_- MULT1-TENANT ; MULn-TENANT
--, -- 2 ;w - 2880 GATEWAY SLBUILIDING BUILIDING
860 GST.ATEWAY (SEE SHEET 3)VACANT 0 PHYSICAL
2790 GATEWAY (SEE SHEET 3)/
5T
FEATURES
EE SHEET 3) O _ + ,. o STORM SEWER 27
/ - J :. �- j{-}{ /+I v EASEMENT (8901195)0
27 UTIUTY EASEMENT - w +CTA)+
ALTA/NSPS LAND TITLE SURVEY
Al O (Be01195) /��� -----.-----------N-----------------w THE SHOPPES AT GATEWAY
'll ,ASPHALT SURFACE— �� /:. m — —
I — ,0'6.SL 1 - �+� `,, 3000 GATEWAY STREET
_ ---- �_ _ _ _ �,— B�, _� -- BDSsor, - - - G - SPRINGFIELD, OR 97477
- \ + ____
� BUFFALO �1 I A -___ tII [] -- - _ .. ' . -.. f _ 'oa
WILD WINGS ------ - DURYEA & ASSOCIATES, P.S.
' s `R
2770 q I r - --- 7' PUBLIC UTILITY
GATEWAY ST. q �. -- ----" EASEMENT ASPHALT SURFACE --/2702 N. Perry Street, Spokane WA 99207
\% SEE SHEET 3) PTI' �Zi _-__ _ --------- pa (89765399) @--- ----- - - tel: (509) 465-8007
13 _ -� PUBLIC ROAD EASEMENT www.duryea-associates.com
(82008-056324)
DATE: DECEMBER 2016 SHEET:
L _ J SCALE: 1" = 50'
16.6 4 OF 5
O
PROJECT SURVEYOR: MJD
�- DRAWN BY: CCS
35.4' - / -�- LAST DATE OF REVISION: 2/28/17 JOB NO.: 15-2022
\1
1
Yf FIRE HYDRANT
® STORM MANHOLE
O POWER POLE
TREE LINE / BRUSH / LANDSCAPE
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GRAPHIC
SCALE
EO G 26 EO
,OG 200
( IN FEET )
1 inch =
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LEGEND:
---------PROPERTY
LINE
EASEMENT LINE
— —B.S.L. I — — —..—BUILDING
SETBACK LINE
-- - - -
— CENTERUNE
///
BUILDING UNE
—xxxx-6'
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SIGNS
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MISCELLANEOUS UTIUTY
TRANSMISSION UNE TOWER
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
J LY 11, 2000
MITCHELL DURYEA
059638
EXPIRES 12/31/2017
PHYSICAL
FEATURES
ALTA/NSPS LAND TITLE SURVEYI