HomeMy WebLinkAboutApplication Applicant 12/1/2023City of Springfield
Development & Public Works
225 Fifth Street
Springfield, OR 97477
q -,ITE PLAN REVIEW - TYPE 2
Application Type
- Site Plan Review Completeness Check
SPRINGFIELD B
6kaw-vll
Site Plan Review Submittal
Final Site Plan Submittal
No I
;Applicant Name: Mike Schellenberg
Phone: 541-726-5556
Company: Thurston Community Baptist Church
Email: pastor.mike.s@outlook.com
Address: 6364 Main Street, Springfield OR 97478
7,77, 777777777 7 7
Applicant's Rep: Chris Morris
Phone: 541-485-8383
Company: SSW Engineers Inc.
Email: chrism@sswengineers.com
Address: 2350 Oakmont Way #105, Eugene OR 97401
Property Owner: Thurston Community Baptist Church
Phone: 541-726-5556
Company:
Email: pastor.mike.s@outlook.com
Address: 6364 Main Street, Springfield OR 97478
-777, -7, 777
ASSESSOR'S MAP NO: 17-02-34-42
TAX LOT NO(S): 04100
Property Address (if applicable): 6364 Main Street, Springfield OR 97478
Size of Property: 1.32 (Tax acct: 0.75)1
L4 Acres
ot Sq. F .
Units Per Acre: 0
Proposed Project Name: Parking Lot expansion
Proposal: Parking lot expansion from the north lot. Expansion will consist of (3) rows of 8 spaces with new site
lighting, landscaping and stormwater treatment facilities.
Existing Use: Vacant grassy field w/ grassy swale
New Impervious Area (Sq. Ft.): 12,000
loAssociated Applications: 4- 1
Placard:
Case No:
Date:
Reviewed By:
Application Fee: $
Tech Fee: $
Notice Fee: $
TOTAL FEE: $
1 PROJECT NO:
Owner Signature(s)
I represent this application to be complete for submittal to the City. I affirm the information
identified by the City as necessary for processing the application is provided herein or the
information will not be provided if not otherwise contained within the submittal, and the City may
begin processing the application with the information as submitted. This statement serves as
written notice pursuant to the requirements of ORS 227.178 pertaining to a complete application.
Owner: Date: 11-1 Ll- 2 -3
Signature ff
AA ,�ze e�1��U7.�
Print
Owner: Date:
Signature
Print
Type 2 Land Use - Director Review For:
6364 MAIN STREET
SPRINGFIELD, OREGON
2350 Oakmont Way, Suite 105 Eugene OR 97401 (541) 485-8383
Page 1 of 14
TABLE OF CONTENTS
Page 2 PROJECT DESCRIPTION
Page 3 PROPOSAL
Page 4 REVELANT APPROVAL CRITERIA
MUNICIPAL CODE ANALYSIS
Page 5 SDC 5.17.110 Applicability
Page 6 SDC 5.17.125 Approval Standards
Page 12 SDC 3.2.200 Residential Districts (R-1, R-2, R-3)
Page 14 SDC 3.3.100 Overlay Districts
SUPPLEMENTAL DOCUMENTS
Copy of Property deed, provided by site owner.
Plans by SSW Engineers, (1) copies each:
G0.0 Title Sheet/Cover Sheet,
8 ½” x 11” and 24” x 36”
C1.0 Existing Conditions Site Plan,
8 ½” x 11” and 24” x 36”
C2.0 Site Development Plan,
8 ½” x 11” and 24” x 36”
C3.0 Paving & Grading Plan,
8 ½” x 11” and 24” x 36”
C4.0 Stormwater Details,
8 ½” x 11” and 24” x 36”
Type 2 Land Use - Director Review For:
6364 MAIN STREET
SPRINGFIELD, OREGON
2350 Oakmont Way, Suite 105 Eugene OR 97401 (541) 485-8383
Page 2 of 14
PROJECT DESCRIPTION
PROJECT LOCATION: Undeveloped North end of property
ADDRESS USED AT THIS LOCATION: 6364 Main Street, Springfield OR 97478
ASSESSOR’S MAP AND TAX LOT: 17-02-34-42, lot 04100
ZONING: R-1 – Low Density Residential Zone
REQUESTED PROCEDURE: Type 2 Land Use – Director Review
STATE PERMITS: None required nor proposed.
Site has an existing ODOT access permit for
site entry from Hwy 126 / Main Street, provided.
FEDERAL PERMITS: None required nor proposed.
TRAFFIC IMPACT ANALYSIS: None required, proposed site use will not change.
CONTACT INFORMATION
OWNER / APPLICANT: Thurston Community Baptist Church
6364 Main Street
Springfield, OR 97478
Contact: Mike Schellenberg
(541) 603-9411
paster.mike.s@outlook.com
APPLICATION PREPARED BY: SSW Engineers Inc.
2350 Oakmont Way, Suite 105
Eugene, OR 97401
Contact: Heather Mayfield
(541) 485-8383
heatherm@sswengineers.com
Type 2 Land Use - Director Review For:
6364 MAIN STREET
SPRINGFIELD, OREGON
2350 Oakmont Way, Suite 105 Eugene OR 97401 (541) 485-8383
Page 3 of 14
PROPOSAL
The applicant seeks a Type 2 Land Use - Director Review for a property located in a R-1 – Low
Density Residential Zone. Approval of this application will allow the applicant to seek a permit for
expansion of an existing parking lot at the North end of the site of an existing place of worship.
The property is a developed lot of approximately 0.75 acres which sits in the R -1 Low Density
Residential District Commercial Districts zone, The properties to the east and west of the site are
in the R-2 Medium Density Residential Use District; while properties to the north and south are
also in the R-1 district.
Currently the site has two (2) parking areas. The main parking area is to the south of the “Place of
Worship” building and can be accessed by entering from Main Street. The driveway for this
parking area continues north to the second parking lot, added in 2004 with the addition of a Multi-
Purpose Building. Vehicles can also access this lot from North “A” Street via a concrete apron to a
gravel driveway in the northeast corner of the site.
As attendance has grown, the need for overflow parking has increased. Often times, it is found
that people tend to start parking in the existing field at the north end of the site, including parking
in an existing stormwater grassy swale, put in place as part of the 2004 addition.
The applicant seeks to replace the existing gravel driveway with an asphalt one as well as
construct a parking lot extension over the northern grassy field and swale. The parking lot
extension would include site lighting as well as parking area landscape islands, some of which will
act as stormwater treatment infiltration raingardens. The existing swale will be scoured and filled
with drain rock for infiltration of stormwater coming from the treatment raingardens . The existing
berm & landscaping buffer along “A” Street, as well as fencing & landscaping along the east &
west property lines, would remain.
If approved site development will include:
• Replacement of the existing stormwater swale with drainage rock for stormwater infiltration,
• Paving for (24) new parking spaces, sloped to direct surface water to new landscape beds,
• Notched curbs at landscape beds allow them to serve as raingardens, a type of stormwater
treatment facility, which will pipe treated stormwater to drainage rock,
• New canopy trees & shrubs will be planted in landscape beds surrounding new paved
parking areas,
• New site lighting will be installed within parking area.
Type 2 Land Use - Director Review For:
6364 MAIN STREET
SPRINGFIELD, OREGON
2350 Oakmont Way, Suite 105 Eugene OR 97401 (541) 485-8383
Page 4 of 14
REVELANT APPROVAL CRITERIA - Springfield Development Code (SDC)
• Applicability SDC 5.17.110
• Approval Standards SDC 5.17.125 (A)
1. Permitted Uses SDC Table 3.2.210
2. Discretionary Uses SDC 5.9.100
3. Subject Property Land Use Standards:
Residential Districts (R-1, R-2, R-3) SDC 3.2.200
SDC 3.2.205 Purpose, Applicability, and Location
SDC 3.2.210 Permitted Land Uses
SDC 3.2.215 Lot Area and Dimensions
SDC 3.2.220 Setbacks
SDC 3.2.225 Lot Coverage and Impervious Surface Standards
SDC 3.2.235 Density
Overlay Districts SDC 3.3.100
4. Applicable Master, Facilities, or Refinement Plans, and/or Special Planned Districts
5. Infrastructure Standards - Transportation SDC 4.2.100
SDC 4.2.120 Site Access and Driveway Standards.
SDC 4.2.130 Vision Clearance Area.
SDC 4.2.140 Street Trees.
6. Infrastructure Standards - Utilities SDC 4.3.100
SDC 4.3.110 Stormwater Management.
SDC 4.3.120 Utility Provider Coordination.
SDC 4.3.125 Underground Placement of Utilities.
7. Landscaping, Screening, and Fence Standards SDC 4.4.100
SDC 4.4.105 Landscaping.
8. On-Site Lighting Standards SDC 4.5.100
SDC 4.5.110 Lighting Standards.
9. Motor Vehicle Parking, Loading, and Bicycle Parking Standards SDC 4.6.100
SDC 4.6.115 Motor Vehicle Parking - Parking Lot Design
SDC 4.6.120 Motor Vehicle Parking - Parking Lot Improvements
SDC 4.6.155 Bicycle Parking - Number of Spaces Required.
10. Specific Development Standards SDC 4.7.100 / 300
None Applicable
11. Temporary Use Standards SDC 4.8.100
None Applicable
Type 2 Land Use - Director Review For:
6364 MAIN STREET
SPRINGFIELD, OREGON
2350 Oakmont Way, Suite 105 Eugene OR 97401 (541) 485-8383
Page 5 of 14
MUNICIPAL CODE ANALYSIS
Chapter 5.17.110 – Applicability
SDC 5.17.110 (A) The Site Plan Review process is used for:
(1) The following categories of multiple unit housing, commercial, public and semi-public,
and industrial development or uses, including construction of impervious surfaces for
parking lots and storage areas:
b) Additions or expansions that exceed either 50 percent of the existing building gross floor
area or 5,000 square feet or more of new building gross floor area and/or impervious
surface area, except where a proposed development qualifies for a Minimum
Development Standards review according to SDC 5.15;
c) Additions, expansions, and changes of use, regardless of size or intervening use, that:
iv) Are located within 50 feet of property in a residential land use district or residentially
designated land (as measured from the property line of the subject property).
The Type 2 Site Review process is applicable for our proposed site improvements
under section SDC 5.17.110 (A) (1) (b), where the proposed includes a parking lot
expansion with new impervious area exceeding 5,000 square feet. Additionally, the
process is applicable under section SDC 5.17.110 (A) (1) (c) (iv), where the proposed
site improvements of a parking lot is on a site whose property line is within 50 feet of
property in a residential land use district.
SDC 5.17.110 (C) Existing lawfully developed sites that do not conform to the current standards
of this code are only required to meet current standards on the portions of the
site affected by the proposed alteration or expansion. Any alterations to the
site must meet current code standards.
The proposed parking lot expansion affects the existing gravel access from the existing
north parking area to North “A” Street, the existing stormwater grassy swale to the north
of said existing parking area, and replacement of some asphalt in the existing parking
area, which were developed to the codes of their time. All affected areas of
development will meet current code standards. Any portions of the site not affected by
this proposal shall not be held to current standards.
Type 2 Land Use - Director Review For:
6364 MAIN STREET
SPRINGFIELD, OREGON
2350 Oakmont Way, Suite 105 Eugene OR 97401 (541) 485-8383
Page 6 of 14
Chapter 5.17.125 - Approval Standards
SDC 5.17.125 (A) The Director must approve, approve with conditions, or deny a proposed Site
Plan Review application based on the following standards:
(1) The proposed land use is a permitted use or is allowed as a discretionary use in the land
use district.
The proposed site improvements of a parking lot is an expansion of an existing use
listed as allowed as both: “ D ” = Discretionary Use Permit Required, and “ S* ” = Site
Plan Required, Permitted in conformance with cited code standards per Table 3.2.210.
(2) If a use is allowed as a discretionary use, in addition to meeting the standards below, a
Discretionary Use application must be approved in conformance with the standards in
SDC 5.9.100.
A Discretionary Use Application shall be submitted for Type 3 Site Review if the
Jurisdiction so requires. Please verify applicability as an additional Type 3 review was
not discussed in our initial contact with the City. The Type 2 Site Review process is
applicable for our proposed site improvements as the improvements are an expansion
of existing conditions suitable for expansion considering it meets the requirements of
5.9.120 (B).
(3) The proposal complies with the standards of the land use district of the subject property.
The proposed parking lot expansion complies with the standards of its assigned land
use district. See analysis of SDC 3.2.200 - Residential Districts, page 11.
(4) The proposal complies with any applicable approved master plan, master facilities plan,
refinement plan, and/or special planned district.
The proposed site improvements are within the Low-Density Residential zoning district
zone. A purpose of the zone, as described in SDC 3.2.205 (A) (2), is to implement the
policies of the Springfield Comprehensive Plan and Metro Plan.
The approved 2019 Eugene-Springfield Metropolitan Area General Plan & the adopted
Diagram (2004) both designate the site as Low-Density Residential. As there are no
zoning changes anticipated, the proposal complies with intent of this section.
Type 2 Land Use - Director Review For:
6364 MAIN STREET
SPRINGFIELD, OREGON
2350 Oakmont Way, Suite 105 Eugene OR 97401 (541) 485-8383
Page 7 of 14
(5) The proposal complies with the applicable sections of SDC 4.2, Infrastructure
Standards-Transportation.
The proposed site improvements are subject to the following standards of this section:
SDC 4.2.120 Site Access and Driveway Standards.
The existing gravel driveway to be replaced with asphalt. An existing concrete
apron at North “A” Street will to remain and serve to accommodate the expanded
parking lot per section SDC 4.2.120(C)(3). Driveway apron changes are not
anticipated.
SDC 4.2.130 Vision Clearance Area.
Vision Clearance triangles are shown on the Site Plan to show compliance.
SDC 4.2.140 Street Trees.
Existing street trees line the site. No changes to existing planting strip or street
trees are anticipated.
(6) The proposal complies with the applicable sections of SDC 4.3, Infrastructure
Standards-Utilities.
The proposed site improvements are subject to the following standards of this section:
SDC 4.3.110 Stormwater Management
The proposed 13,607 sq ft development area includes 11,512 sq ft of new
asphalt, 288 sq ft curbing, and 1,655 sq ft new landscape beds. A portion of
these landscape beds will meet stormwater infiltration raingarden planting
standards. Installation of underground storage drain aggregate will meet the
detention needs for matching the existing conditions for the 25-year storm event
prior to connecting to the existing city infrastructure. The described stormwater
management system will be engineered to be compliant with the standards of
this section and Sections 4.03.1, 4.03.2, and 4.03.4 of the Engineering Design
Standards and Procedures Manual.
Type 2 Land Use - Director Review For:
6364 MAIN STREET
SPRINGFIELD, OREGON
2350 Oakmont Way, Suite 105 Eugene OR 97401 (541) 485-8383
Page 8 of 14
SDC 4.3.120 Utility Provider Coordination.
The proposed work will require the general contractor to coordinate with the City
and applicable utility providers for tapping of existing stormwater lines & feeding
of new electrical lines.
SDC 4.3.125 Underground Placement of Utilities.
The proposed utilities will be placed underground as applicable.
(7) The proposal complies with the applicable sections of SDC 4.4, Landscaping,
Screening, and Fence Standards
Existing setback areas and lot perimeter include established and mature planting areas.
No changes to existing perimeter landscaping are anticipated. Existing lot interior at the
project site consists of grass. This grass will be replaced with new parking lot plantings
and landscaping to meet the standards of this section. The proposed site improvements
are subject to the following standards of this section:
SDC 4.4.105 Landscaping
The proposed site improvements are to conform to the following subsections:
SDC 4.4.105 (C)
Required planting and irrigation materials and installation costs are not to
exceed 10 percent of the cost of parking facilities.
SDC 4.4.105 (D) (2)
Landscaping is required for parking lot areas.
SDC 4.4.105 (E)
Required planting areas to have at least 65 percent coverage within 5
years of installation. Living plant materials to be distributed throughout.
Plantings per 1,000 square feet required planting area shall consist of
those types listed in subsections (1) – (3).
Type 2 Land Use - Director Review For:
6364 MAIN STREET
SPRINGFIELD, OREGON
2350 Oakmont Way, Suite 105 Eugene OR 97401 (541) 485-8383
Page 9 of 14
SDC 4.4.105 (F)
Parking lot planting areas to include canopy trees & shrubs as designated
for plantings per 100 square feet.
SDC 4.4.105 (G)
Permanent irrigation system shall be installed for all new required planting
areas, unless planted with noninvasive drought tolerant species.
SDC 4.4.105 (I) – Planting Installation Standards
SDC 4.4.110 Screening
Screening is not required nor proposed.
SDC 4.4.115 Fences
Fencing is not required nor proposed.
(8) The proposal complies with the applicable sections of SDC 4.5, On -Site Lighting
Standards:
The proposed site improvements consist of new site lighting within the parking lot and
are subject to the following standards as applicable under section SDC 4.5.105 (B)(3).
Installation of new outdoor lighting fixtures are subject to the standards of SDC 4.5.110.
SDC 4.5.110 Lighting Standards
The proposed site improvements are to conform to the following subsections:
SDC 4.5.110 (A) (1)
Outdoor lighting to be full cut-off fixtures or have a shielding method to
direct light onto site and away from adjacent properties.
SDC 4.5.110 (A) (6)
Parking lot lighting to turn off at the end of the working day, except where
necessary for personal and building safety.
Type 2 Land Use - Director Review For:
6364 MAIN STREET
SPRINGFIELD, OREGON
2350 Oakmont Way, Suite 105 Eugene OR 97401 (541) 485-8383
Page 10 of 14
SDC 4.5.110 (B)
Parking lot lighting to meet illumination recommended practices as given
by the Illuminating Engineering Society (IES), formerly the Illuminating
Engineering Society of North America (IESNA).
SDC 4.5.110 (C) (3)
Free-standing parking lot lighting fixtures shall not exceed 12 feet.
(9) The proposal complies with the applicable sections of SDC 4.6, Motor Vehicle Parking,
Loading, and Bicycle Parking Standards.
Proposed parking shall conform to the design standards of this section.
SDC 4.6.115 Motor Vehicle Parking—Parking Lot Design.
Parking areas shall comply with the given dimensional standards.
SDC 4.6.120 Motor Vehicle Parking—Parking Lot Improvements.
Parking areas shall comply with the following improvement standards:
SDC 4.6.120 (A)
Parking lot to have a durable, dust free surfacing. Parking lot surfacing
must not encroach upon the public right-of-way.
SDC 4.6.120 (B)
Parking lot improvements to include an on-site stormwater management
system to eliminate sheet flow from site.
SDC 4.6.120 (C)
Parking spaces to include a 6 inch by 6 foot wheel stop set back 2 feet
from the front of the stall.
Type 2 Land Use - Director Review For:
6364 MAIN STREET
SPRINGFIELD, OREGON
2350 Oakmont Way, Suite 105 Eugene OR 97401 (541) 485-8383
Page 11 of 14
SDC 4.6.120 (E)
Parking spaces will be permanently and clearly marked.
SDC 4.6.120 (G)
The number, dimensions, and locations of parking spaces for people with
disabilities must be as specified in Chapter 11 of the Oregon Structural
Specialty Code.
SDC 4.6.125 Motor Vehicle Parking—Parking Space Requirements.
Parking areas shall comply with the following space requirements:
SDC 4.6.125 (A)
The site is located within 1/4 mile of a frequent transit route (Route 11
corridor) and is therefore exempt from minimum parking requirements of
Table 4.6.2 under the Climate-Friendly and Equitable Communities
(CFEC) rule.
SDC 4.6.125 (C)
Parking quantity will not exceed allowable, see analysis below.
SDC 4.6.155 Bicycle Parking—Number of Spaces Required.
Bicycle Parking is not required nor proposed. The proposed site development
project does not add to the existing occupancy, seating, or floor area.
Type 2 Land Use - Director Review For:
6364 MAIN STREET
SPRINGFIELD, OREGON
2350 Oakmont Way, Suite 105 Eugene OR 97401 (541) 485-8383
Page 12 of 14
(10) The proposal complies with the applicable sections of SDC 4.7, Specific Development
Standards.
The proposed site improvements are not of a use listed under SDC 4.7.100 - Specific
Development Standards, nor SDC 4.7.300 - Standards and regulations for certain
residential uses and certain uses in residential districts, therefore this section is non-
applicable.
(11) The proposal complies with the applicable sections of SDC 4.8, Temporary Use
Standards.
The proposed site improvements are not of a use listed under this section therefore this
section is non-applicable.
Chapter 3.2.200 - Residential Districts (R-1, R-2, R-3)
SDC 3.2.205 Purpose, Applicability, and Location
SDC 3.2.205 (A) Purpose
The proposed project qualifies in purpose and applicability in that approval of
expanding the existing parking lot would increase convenient access to an
existing “activity center” [ SDC 3.2.205(A)(5) ] in an existing low / medium density
neighborhood.
SDC 3.2.205 (B) Applicability
The Zoning Map designates the site of our proposed project as Low-Density
Residential Districts (R-1), as well as the sites north and south of the project.
Sites to the east and west are designated as Medium-Density Residential
Districts.
SDC 3.2.205 (C) Conflicts
No known conflict exists between applicability of this section and SDC 4.7.370:
Place of Worship and Property Owned by Religious Nonprofits.
SDC 3.2.210 Permitted Land Uses
Type 2 Land Use - Director Review For:
6364 MAIN STREET
SPRINGFIELD, OREGON
2350 Oakmont Way, Suite 105 Eugene OR 97401 (541) 485-8383
Page 13 of 14
The project site was developed for use as a church in 1978. The proposed development of a
parking lot is included as a primary use of “Place of Worship” (and associated parking lots), as
listed in the Public and Institutional Use category of Table 3.2.210. Listed under the R-1 District
column of said table, “Place of Worship” use is listed as allowed as both: “ D ” = Discretionary
Use Permit Required, and “ S* ” = Site Plan Required, Permitted in conformance with cited
code standards. Section SDC 3.2.210 (C), Exceptions, referring to use of non-conforming uses
being allowed to continue subject to SDC 5.8.100, Non-Conforming Uses, does not apply.
SDC 3.2.215 Lot Area and Dimensions
The proposed parking lot expansion is not subject to the Lot Area and Dimensions provisions
of this section as the existing use, a “Place of Worship”, is not a listed Residential Use. It is a
“Public and Institutional” use per Table 3.2.210.
SDC 3.2.220 Setbacks
The proposed parking lot expansion will not include any new structures subject to the setbacks
of this section. Vision Clearance Areas in compliance with SDC 4.2.130 will be shown on the
site plan.
SDC 3.2.225 Lot Coverage and Impervious Surface Standards
Existing lot coverage is non-conforming to the standards in this section. The applicant requests
approval for additional impervious surface despite already exceeding 45% impervious lot
coverage. The proposed site improvements mimic and formalize existing site use conditions.
The improvements will maintain existing site landscaping buffering along North “A” Street.
Other benefits of approving lot coverage expansion include improved safety and environmental
impacts.
If an extension is not approved, vehicles will continue to park on the existing grassy portion of
the lot when no formal parking spaces are available. This continuation of use negatively
impacts the neighborhood. Impacts include: 1) vehicles with low lying exhaust potentially
catching long dry grass on fire; 2) vehicles that leak fluids or oils and park on the grass
contaminate area soils; and 3) despite having a gravel driveway, cleanliness along “A” Street is
compromised with dust, mud, or other such debris from vehicles leaving the site.
Approval of this parking lot extension would eliminate or reverse those negative impacts listed
above. Other positive impacts include: 1) new asphalt will be sloped to stormwater treatment
landscaping areas; 2) below grade stormwater detention and infiltration reduces the impact of
heavy rains to the existing stormwater system; 3) perimeter parking landscaping islands with
Type 2 Land Use - Director Review For:
6364 MAIN STREET
SPRINGFIELD, OREGON
2350 Oakmont Way, Suite 105 Eugene OR 97401 (541) 485-8383
Page 14 of 14
canopy trees provide shade and breakup the impact of continuous impervious areas; and 4)
new site lighting in the parking area improves safety while traveling across the site after dark.
SDC 3.2.235 Density
As established in section SDC 3.2.210, the existing permittable use is listed under the category
of “Public and Institutional uses”. Section SDC 3.2.325(B)(4) lists “Public and Institutional uses”
as one use where net density requirements do not apply.
Chapter 3.3.100 - Overlay Districts
The Zoning Map does not list this project site as having an overlay district. It was advised to
include that the project site is in the “Zone of Concentration” (99-yr TOT) per May 2019
Standard Wellhead Protection Map, as it relates to SDC 3.3.220 Time of Travel Zones.
September 5, 1998
Northwest Baptist home Mission
NBHK
NARBC
Northwest Association Regular Baptist Churches
Attention Jeannie
Key Title . �n y, � `; 91 3
816 Beltlijie Rd.
Springfield, OR 97477
Re: RE Charity Baptist Church of Springield
(Now renamed 'Thurston Community Baptist Church)
Dear Jeannie:
It is our understanding that Key Title is now is now Trustee for tine enclosed
Trust Deed which formerly referenced Springfield Title Co.
In accord with your phone instructions to us on September 3, we are enclosing
herewith the original Beed of Trust and the original Promissory Note which
we hold securing our interest in the church property.
4
This is to verify that the obligation of Thurston Community Bapta.st Chrurch to
Northwest Baptist Home Mission, referred to in Promissory Note L--40 dated
August first, 1992, and the Trust Beed made on August first, 1992 has been
fully paid. (Trust Deed was recorded by Lane County Clerk, State of Oregon,
on September 4, 1992 under Record #9250205, Reel # 1788R.)
As requested by you, we enclose herewith our check in amount of $90 to cover
the recording fee of $15, and the reconveyance fee of.$75.
When the'"reconveyance has been completed, please return the papers to me at
the office of Northwest Bapt-;st home Mission, 608 S. 15th Aye-, Ya'rima, 14A
98902.
Respectfully,
Merle E. Wood, Business Mgr.
Director/ Representative: J. Don Jennings, D.D., 1723 Walters Road, Tacoma, Washington 98465 (206) 565-4997
Business Manager: Rev. Merle Wood, 608 S. 15th Ave., Yakima, Washington 98902 (509) 453-9964
1401'B1 'T'ld,,,3 1)roiid,nso:ry 11oto
;i�nd repl.aces all previous notes from Note No. J-40
CI.iariLy Cliurcli pa Jal,le to Llie
T evolving Fund. of N011TFTUBS`T' BAPTIST PROMISSORY NOTE
1101,Z, MISSION.
$38,963-39 Date : ku usl, 1 , 1992
For value received, the CHARITY BAPTIST CHURCH
of SPHE',1GFIELD, 0}1E(IOTd does promise to pay to
the or er of the Revolving Fund of NORTHWEST BAPTIST HOME MISSION, INC.,
the sum of THIRTY LIGHT THOUSAI•TT) T1111L. HUTIDIU D SIXTY TFmE & { IpaLLARS
($3 z963.39 _ witfi interest t ereon at the rate of EIGHT (8)
percent per annum from the FI16T day of AUGUST ,
(or if all of the funds are not as of the date of this note, \j
then interest to be from the date or dates of disbursement of the said
funds): nj1
To be paid as follows:
/
Payable in monthly installments of $ 655.00 or r4more, per month, including interest, the first install- (1% f'
ment to be due on the 101h day of SLPTE1131,1 ,
19 92, and subsequent payments thereafter to e ue on or �'
before the same date of each succeeding calendar month;
provided, however, the entire balance of principal and
interest, as evidenced by this promissory note, shall be
due and payable 76 months from the date of this
promissory note. From each monthly installment, there
shall first be deducted accrued interest and the remainder
shall be applied to principal.
PROVIDED if all of the funds are not disbursed as of the
date of the note, then the monthly payments shall he equal
to $12.50 per $1,000.00 of funds disbursed until the full
amount of the funds are disbursed and, thereafter, monthly
installments shall be as provided above.
If any installment, whether of principal or interest, is not paid as pro-
vided above, or if there is a default with respect to the terms and con-
ditions -of the collateral security for this note, if any, then the entire
balance of principal and accrued interest shall become immediately due
and payable at the opt,un of the holder hereof. From and after the date
of maturity (by acceleration or otherwise) of this promissory note, the
balance shall bear interest at the maximum rate allowed by law; provided,
if no maximum rate is established by law, then the interest rate shall
be 3% above the stated rate of this promissory note or 12% per annum,
whichever is greater.
Maker hereby waives presentment, demand, protest, notice of non-payment
hereof, any release or discharge arising from any extension of time, dis-
charge of a prior party, or any other defense other than actual full pay-
ment hereof and promises to pay upon any default or defaults all costs of
collection and reasonable attorney's fees incurred or paid by the holder
in protecting or enforcing its rights under this note. At holder's option,
the venue of any suit upon this note may be laid in the county in which
it is payable.
CIIIIRCH : . CHARITY MkTIST GHT1,CH
Authored Repres9tatives (Trustees
I
PON"*. 801—Olegen Trust Dead Series—TRUST DEED.
COPYRIGHT 1993 STEVENS-NESS LAW PUBLISHING CO,., PORTLAND, OR 97204
NL 9250205 TRUST DEED
FIRST AUGUST 2..
THIS TRUST DEED, made this ............................ day of ..._._.._..._._..._............ ...... ............ 19..x.. ,between
---C1iAItIT... BAI'l'IST..CI�UI.CH.-off. Spx i. i ld� ��Z........................................
..---••......... .................................................
..........................•-•-----------•...................................................•-•-----•••-.....-•--•-•--•---•----•--••-.......................................•--•-......... as Grantor,
and. SPRINGFIELD TITLE, _ CO..,__Spri.ngfield. Olt ...._._.. , as Trustee, and
N(7ftTI.NJES7' BAPTIST IiOI 1t�ISSION,•_ 603..S,-.-nth..AYea-,---lsjms.,--IciA....99D2-------•-----•-••--•---------------------------
.------- ------_-----
......•••-•--•--••--•........--•-•.._......--•-••-••••--••-•........................................-•-•----•-----•----•.....-•----------------.....•--. as Beneficiary,
WITNESSETH:
GralZ&revocably grants, bargains, sells and conveys to trustee in trust, with power of sale, the property in
Llil ............................ County, Oregon, described as: The West 130 feet of the follotiving—
ds
ecribed parcel: Beginning at a point 3498.91 feet East of the Northwest corner of the
Stephen D. Gager Donation Land Claim No. 45, Notification No. 7079, in Township 17 South,
Range 2 West of the Iyillasuette Illeridian, running thence East 305.53 feet, thence
South 0 7' liiest 470.34 feet, thence North 82 50t West 306.53 feet, thence North
469.32 .feet to the place of beginning, in Lane County, Oregon.
Subject to sewer easement grail-ited by JoIlln and Lucy Travess, to the City of Springfield,
in instrument dated February 8, 1962, Reception No. 61[29€3, Deed Records of Lane County, OR
Subject to highway construction permit, as disclosed ininstrunent (CUN`1'IIITJ7�D, PAGE 2)
together with all and singular the tenements, hereditaments and appurtenances and all other rights thereunto belonging or in anywise now
or hereafter appertaining, and the rents, issues and profits thereof and all fixtures now or hereafter attached to or used in connection with
the property.
FOR THE PURPOSE OF SECURING PERFORMANCE of each agreement of grantor herein contained and payment of the sum
'I`HII1,TY EIGIiT_ TI-OUSANP-- NTIZ...'IUIVI3P,.k�;D- SIXTTI---T�' Ii t, __and ---39.. 100-.p[?L S-------(3 .,9.63_.39) --
ot ----- - ----- ----- -- -- ---
.----- ...................... ......... ..... Hvffar_v with interest thereon according to the terms of a promissory
note of even date herewith, payable to beneficiary or order and made by grantor, the final payment of principal and interest hereof, if
not sooner paid, to be due and payable-------------JAN_IJARY._I -------------- 19--99--.
The date of maturity of the debt secured by this instrument is the date, stated above, on which the final installment of the note
becomes due and payable. In the event the within described property, or any part thereof, or any interest therein is sold, agreed to be
sold, conveyed, assigned or alienated by the grantor without first having obtained the written consent or approval of the beneficiary, then,
at the beneficiary's option, all obligations secured by this instrument, irrespective of the maturity dates expressed therein, or herein, shall
become immediately due and payable.
To protect the security of this trust deed, grantor agrees.
1. To protect, preserve and maintain the property in good condition and repair; not to remove or demolish any building or im-
provement thereon; not to commit or permit any waste of the property.
2. To complete or restore promptly and in good and habitable condition any building or improvement which may be constructed,
damaged or destroyed thereon, and pay when due all costs incurred therefor.
3. To comply with all laws, ordinances, regulations, covenants, conditions and restrictions affecting the property; if the beneficiary
to requests, to join in executing such financing statements pursuant to the Uniform Commercial Code as the beneficiary may require and
to pay for filing same in the proper public office or offices, as well as the cost of all lien searches made by filing officers or searching
agencies as may be deemed desirable by the beneficiary.
4. To provide and continuously maintain insurance on the buildings now or hereafter erected on the property against loss or
damage by fire and such other hazards as the beneficiary may from time to time require, in an amount not less than $... ....---- ....-_...
written in companies acceptable to the beneficiary, with loss payable to the latter; all policies of insuranceshall be delivered to the bene-
ficiary as soon as insured; if the grantor shall fail for any reason to procure any such insurance and to deliver the policies to the beneficiary
at least fifteen days prior to the expiration of any policy of insurance now or hereafter placed on the buildings, the beneficiary may pro-
cure the same at grantor's expense. The amount collected under any fire or other insurance policy may be applied by beneficiary upon
any indebtedness secured hereby and in such order as beneficiary may determine, or at option of beneficiary the entire amount so collected,
or any part thereof, may be released to grantor. Such application or release shall not cure or waive any default or notice of default here-
under or invalidate any act done pursuant to such notice.
5. To keep the property free from construction liens and to pay all taxes, assessments and other charges that may be levied or
assessed upon or against the property before any part of such taxes, assessments and other charges become past due or delinquent and
promptly deliver receipts therefor to beneficiary; should the grantor fail to make payment of any taxes, assessments, insurance premiums,
liens or other charges payable by grantor, either by direct payment or by providing beneficiary with funds with which to make such pay-
ment, beneficiary may, at its option, make payment thereof, and the amount so paid, with interest at the rate set forth in the note
secured hereby, together with the obligations described in paragraphs 6 and 7 of this trust deed, shall be added to and become a part of
the debt secured by this trust deed, without waiver of any rights arising from breach of any of the covenants hereof and for such payments,
with interest as aforesaid, the property hereinbefore described, as well as the grantor, shall be bound to the same extent that they are
bound for the payment of the obligation herein described, and all such payments shall be immediately due and payable without notice,
and the nonpayment thereof shall, at the option of the beneficiary, render all sums secured by this trust deed immediately due and pay-
able and constitute a breach of this trust deed.
6. To pay all costs, fees and expenses of this trust including the cost of title search as well as the other costs and expenses of the
trustee incurred in connection with or in enforcing this obligation and trustee's and attorney's fees actually incurred.
7. To appear ih and defend any action or proceeding purporting to affect the security rights or powers of beneficiary or trustee;
and in any suit, action or proceeding in which the beneficiary or trustee may appear, including any suit for the foreclosure of this deed,
to pay all costs and expenses, including evidence of title and the beneficiary's or trustee's attorney's fees; the amount of attorney's fees
mentioned in this paragraph'7 in all cases shall be fixed by the trial court and in the event of an appeal from any judgment or decree of
the trial court, grantor further agrees to pay such sum as the appellate court shall adjudge reasonable as the beneficiary's or trustee's at-
torney's tees on such appeal.
It is mutually agreed that:
8. In the event that any portion or all of the property shall be taken under the right of eminent domain or condemnation, bene-
ficiary shall have the right, it it so elects, to require that all or any portion of the monies payable as compensation for such taking,
3
NOTr. The Trust Deed Act provides that the trustee hereunder must be either an attorney, who is an active member of the Oregon State Bar, a bank,
trust company or savings and loan association authorized to do business under the laws of Oregon or the United StateSr a title insurance company autho-
rized to insure title to real property of this state, its subsidiaries, affiliates, agents or branches, the United States or any agency thereofr or an escrow
agent licensed under ORS 696.505 to 696.585.
STATE OF OREGON, i
TRUST DEED? . 0
—�._. CortntT or------------------ --its ------
Charivy l�apc,a�, Church_ ra�` t7t�'���r pinstr�?.t#[.1
63br.� I+fasnat. ment was received for record on the
------------------' -Q - ---jGranlor 9747 __-_- ________-_-.-_--_-__ SPACE RESERVED at ____ aa_...___ o'clock ------- M., find TCG(3IdBd {'
--------------- -
Spr:in _field- Olt _ y of ................................... 19--------
FOR in book/reel/volume No ----------------------- on
-------------- ------------------- -------------------------------- ----------------
Iiorthwe s_t --Bap
-----------
Beneficiary
After Recording Retarn to lNume, Address, Zip);
N0RTJ'rv1 3T BpPTIS`1' 110i:;J TM_'S1(11I1r
--------------- ----
I-••----------------------------------------------------------------• -------.------------
'---•Yal�i-lna---�iL---------��02 -----------
REGORDER'S USE page ________________________ or as fee/file/instru-
2 ment/microfilm/reception No------------------
Record of -------------------------- of said County.
Witness my hand and seal of
County affixed.
--------------------------------------------------------- - - -------
NAME TITLE
By--------------------------------------------------- Deputy,
9250205
i CAr,
which are in excess of the amount required to pay all reasonable costs, expenses and attorney's fees necessarily paid or incurred by grantor
in such proceedings, shall be paid to beneficiary and applied by it first upon any reasonable costs and expenses and attorney's fees, both
in the trial and appellate courts, necessarily paid or incurred by beneficiary in such proceedings, and the balance applied upon the indebted-
ness secured hereby; and grantor agrees, at its own expense, to take such actions and execute such instruments as shall be necessary
in obtaining such compensation, promptly upon beneficiary's request.
9. At any time and from time to time upon written request of beneficiary, payment of its fees and presentation of this deed and
the note for endorsement (in case of fall reconveyances, for cancellation), without affecting the liability of any person for the payment of
the indebtedness, trustee may (a) consent to the making of any map or plat of the property; (b) join in granting any easement or creat-
ing any restriction thereon; (c) join in any subordination or other agreement affecting this deed or the lien or charge thereof; (d)
reconvey, without warranty, all or any part of the property. The grantee in any reconveyance may be described as the "person or persons
legally entitled thereto," and the recitals therein of any matters or facts shall be conclusive proof of the truthfulness thereof. Trustee's
fees for any of the services mentioned in this paragraph shall be not less than $5,
10. Upon any default by grantor hereunder, beneficiary may at any time without notice, either in person, by agent or by a receiver
to be appointed by a cou: t, and without regard to the adequacy of any security for the indebtedness hereby secured, enter upon and take
possession of the property or any part thereof, in its own name sue or otherwise collect the rents, issues and profits, including those past
due and unpaid, and apply the same, less costs and expenses of operation and collection, including reasonable attorney's fees upon any
irndebferlrness secured hereby, and in such order as beneficiary may determine.
11 The entering upon and taking possession of the property, the collection of such rents, issues and profits, or the proceeds of fire
and other insurance policies or compensation: or awards for any taking or damage of the property, and the application or release thereof as
aforesaid, shall not cure or waive any default or notice of default hereunder or invalidate any act done pursuant to such notice.
12. Upon default by grantor in payment of any indebtedness secured hereby or in grantor's performance of any agreement hereunder, time
being of the essence with respect to such payment andlor performance, the beneficiary may declare all sums secured hereby immediately
due and payable. In such an event the beneficiary may elect to proceed to foreclose this trust deed in equity as a mortgage or direct the
trustee to foreclose this trust deed by advertisement and sale, or may direct the trustee to pursue any other right or remedy, either at
law or in equity, which the beneficiary may have. In the event the beneficiary elects to foreclose by advertisement and sale, the bene-
ficia: y or the trustee shall execute and cause to be recorded a written notice of default and election to sell the property to satisfy the obliga-
tion secured hereby whereupon the trustee shall fix the time and place of sale, give notice thereof as then required by law and proceed
to foreclose this trust deed in the manner provided in ORS 86.735 to 86.795.
13. After the trustee has commenced foreclosure by advertisement and sale, and at any time prior to 5 days before the date the
trustee conducts the sale, the grantor or any other person so privileged by ORS 86.753, may cure the default or defaults. If the default
consists of a failure to pay, when due, suras secured by the trust deed, the default may be cured by paying the entire amount due at the
time of the cure other than such portion as would not then be due had no default occurred. Any other default that is capable of being
cured may be cured by tendering the performance required under the obligation or trust deed. In any case, in addition to curing the de-
fault or defaults, the person effecting the cure shall pay to the beneficiary all costs and expenses actually incurred in enforcing
the obligation of the trust deed together with trustee's and attorney's fees not exceeding the amounts provided by law.
14. Otherwise, the sale shall be held on the date and at the time and place designated in the notice of sale or the time to which
the sale may be postponed as provided by law. The trustee may sell the property either in one parcel or in separate parcels and shall sell
the parcel or parcels at auction to the highest bidder for cash, payable at the time of sale. Trustee shall deliver to the purchaser its deed
in form as required by law conveying the property so sold, but without any covenant or warranty, express or implied. The recitals in the
deed of any matters of fact shall be conclusive proof of the truthfulness thereof. Any person, excluding the trustee, but including the
grantor and beneficiary, may purchase at the sale.
15. When trustee sells pursuant to the powers provided herein, trustee shall apply the proceeds of sale to payment of (1) the ex-
penses of sale, including the compensation of the trustee and a reasonable charge by trustee's attorney, (2) to the obligation secured by
the trust deed, (3) to all persons having recorded liens subsequent to the interest of the trustee in the trust deed as their interests may
appear in the order of their priority and (4) the surplus, if any, to the grantor or to any successor in interest entitled to such surplus.
16. Beneficiary may from time to time appoint a successor or successors to any trustee named herein or to any successor trustee
appointed hereunder. Upon such appointment, and without conveyance to the successor trustee, the latter shall be vested with all title,
powers and duties conferred upon any trustee herein named or appointed hereunder. Each such appointment and substitution shall be
made by written instrument executed by beneficiary, which, when recorded in the mortgage records of the county or counties in which the
property is situated, shall be conclusive proof of proper appointment of the successor trustee.
17. Trustee accepts this trust when this deed, duly executed and acknowledged, is made a public record as provided by law. Trustee
is not obligated to notify any party hereto of pending sale under any other deed of trust or of any action or proceeding in which grantor,
beneficiary or trustee shall be a party unless such action or proceeding is brought by trustee.
The grantor covenants and agrees to and with the beneficiary and the beneficiary's successor in interest that the grantor is lawfully
seized in fee simple of the real property and has a valid, unencumbered title thereto
and that the grantor will warrant and forever defend the same against all persons whomsoever.
The grantor warren he proceeds of the loan represented by the above described note and this trust deed are:
(see Important Notice below),
(b) for an organization, or (even if grantor is a natural person) are for business or commercial purposes.
This deed applies to, inures to the benefit of and binds all parties hereto, their heirs, legatees, devisees, administrators, executors,
personal representatives, successors and assigns. The term beneficiary shall mean the holder and owner, including pledgee, of the contract
secured hereby, whether or not named as a beneficiary herein.
In construing this mortgage, it is understood that the mortgagor or mortgagee may be more than one person; that if the context so
requires, the singular shall be taken to mean and include the plural, and that generally all grammatical changes shall be made, assumed and
implied to make the provisions hereof apply equally to corporations and to individuals.
IN WITNESS WHEREOF, the grantor has executed this instrument the
day and year first above written.
--• -- -- 21v. --------------------
* IMPORTANT NOTICE: Delete, by lining out, whichever warranty (a) or (b) is r i
not applicable; if warranty (a) is applicable and the beneficiary is a creditor D r
as such word is defined in the Truth -in -Lending Act and Regulation Z, the-x---•---_________:9tw'________________________
beneficiary MUST comply with the Act and Regulation by making required
disclosures; for this purpose use Stevens -Ness Form No. 1319, or equivalent.
If compliance with the Act is not required, disregard this notice,_- ...........................
STATE OF OREGON, County of _ .._ .r----------------------) S. pp,,
�p.T� his instrument was acknowledge f b ore me on ._...._._.-1U.1�3._.__..__., 19__:.
by l!•'.7-�ti_I�.rn..il�q.L �f--.L_l�_._�._�1�1. _ -y- ..yyN
This instrument was acknowledged before me on ............. _.[_..------..---_________-
by-•---------------------------------------------------- ---------------------------------------------------------------------------
as----- TitUST ES
-- ..... -Tc=- `� x�. f��ld- Qz:ern
OFFICIAL SEAL
CHERYL LYNNE SP.11TH t - _ -- 1/►� �- I
H��fAII PUBLIC - . CiJ43h Notary P blic for
CUhAt�'fISSION NO. fis)4319 � � Oregon
\ZaL� MY 04:12011 [XJ'fAE3 MIiR. A iii My commission expires
REQUEST FOR FULL RECONVEYANCE (To be used only when obligations have been paid.)
TO:..------------------------------------ ............................................. --- ----- Trustee
The undersigned is the legal owner and holder of all indebtedness secured by the foregoing trust deed. All sums secured by the trust
deed have been fully paid and satisfied. You hereby are directed, on payment to you of any sums owing to you under the terms of the
trust deed or pursuant to statute, to cancel all evidences of indebtedness secured by the trust deed (which are delivered to you herewith
together with the trust deed) and to reconvey, without warranty, to the parties designated by the terms of the trust deed the estate now
held by you under the same. Mail reconveyance and documents to .
DATED: _............ ..... -----------------,19 ........ --- -- ----"- ............................................. ...
Do not lose or destroy this Trust Dead OR THE NOTE which it secures.
Both must be delivered to the trustee for cancellation before ......................................................................
reconveyance will be made. Beneficiary
S25 OS
PAGE 2
recorded July 1966, Reception No. 54593, Deed Records of Lane County, Oregon.
Subject to Life Estate of John Travess and Lucl7 J. Travess reserved in Warranty
Deed recorded July 1.9, 1966, ILeception No. 54691, Deed Records of Lane County,
Oregon.
Subject to easements, reservations and restrictions of record.
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(d AFTER RECORDING RETURN TO: KEY TITLE COMPANY
E>-
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Z< cs f � l �� DEED OF RECONVEYANCE
Ir -2-'Z'r(0 w KEY TITLE COMPANY, pursuant to that
ow+ O
m F x Trust Deed Dated: AUGUST 01,1992
F- 0 o
5>-0 Recorded On. SEPTEMBER 04,1992
QY0-LI
In Reel: 1788R Reception No.
98 7 3124
9250205
b �
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sem, � U m ro
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County Records of: LANE
and, as stated therein, the original parties were:
Grantor: CHARITY BAPTIST CHURCH OF SPRINGFIELD, OR.
Beneficiary: NORTHWEST BAPTIST HOME MISSION 'iO?4SEP.�. 9 ##06REC: 1 .5
HI-27BEP. i4' 58#06 FUND it0. it
Trustee: KEY TITLE COMPANY (aka Key Escrow Company or Key Title & Escrow
Companies) SUCCESSORS IN INTEREST TO SPRINGFIELD TITLE CO.
Key Title Company having received from the Beffif±ciary uy,der sax'? trust deed a
written request to reconvey, reciting that the obligation secured by said
trust deed has been fully paid and performed, does hereby grant, bargain, sell
and convey, but without any covenant or warranty, express or implied, to the
person or persons legally entitled thereto, all of the estate held by the
undersigned in and to the premises described in said trust deed, except as
heretofore so conveyed by the undersigned to such persons.
IN WITNESS WHEREOF, the undersigned trustee has executed this instrument with
its corporate name signed hereto by its officers duly authorized thereunto by
order of its Board of Directors.
DATED: SEPTEMBER 11, 1998
KEY TITLE COMP Trustee
By:
AUTHORIZED SIGNER
STATE OF OREGON Date: SEPTMEBER 11, 1998
County of Lane ss
Personally appeared WILLIAM G. WHITTLE, who, affirmatively did say that he
is the AUTHORIZED SIGNER of KEY TITLE COMPANY, a corporation, and that said
instrument was signed in behalf of said corporation by authority of its board
of directors; and he acknowledged said instrument to be his voluntary act
and deed. Before me:
OFFICIAL 5 EAL atw� dkel=
JEANNIE CALVARY Vary Public for Oregon
NOMPUBLIC - 03036!3 My Commission Expires:
COMMIMI SSION NO. 303643
MY COMMISSION EXPIRES AUG. 4.2001
Until and change is requested, all tax statements shall be sent to the
following address: NO CHANGE
After Recording Return To:
NORTHWEST BAPTIST HOME MISSION
608 S. 15TH AVE.
YAKIMA, WA 98902 (90)
05.16.22 Information is subject to change without notice.
LIGHT EFFICIENT DESIGN HEADQUARTERS 188 S. Northwest Highway • Cary, IL 60013
INNOVATION & MANUFACTURING CENTER 30 Log Bridge Road, Building 200 • Middleton, MA 01949
847.380.3540 • led-llc.com
solera-solar.com • 847.380.3540
PART # UPC COMPARABLE TO LUMENS CCT EPA
SL-SAL-OG-30W-50K-SF-BK-G1 844006049812 250W 5900 5000K 4.45
• Off-Grid – completely free to operate, plus no
trenching or wiring required
• All-in-one design
• Exclusive long-lasting battery withstands
extreme temperatures
• Easy to install and operate
• Adjustable solar panel — multiple mounting
and lens types available
• Slip-fitter bracket included with fixture
• Fixture Operating Temperature Range = -40F to 140F
Battery Charging Temperature Range = -4F to 140F
BATTERY LIFE
UP TO50HRS
-40°F TO 140°F
OPERATING TEMP BATTERY SAFETY
UN38.3
TRAVEL CERTIFIED
REPLACEABLE BATTERY
MOTION SENSOR RATED LIFE
>100,000
L70
LED SOLAR AREA LIGHT
COMPARES TO 250W HID
FREE TO SHINE
LIMITED WARRANTY
05.16.22 Information is subject to change without notice.
LIGHT EFFICIENT DESIGN HEADQUARTERS 188 S. Northwest Highway • Cary, IL 60013
INNOVATION & MANUFACTURING CENTER 30 Log Bridge Road, Building 200 • Middleton, MA 01949
847.380.3540 • led-llc.com
11.2"
16.3"
Fixture Side View
Fixture Top View
31.5"
15.9"
1.0"Solar Panel
(Total fixture weight = 30lbs)
• Default Setting - No Adjustments Necessary
The default setting is Dusk 'till Dawn @ 80% first 2 hours, 50% constant & 80% w/ motion
for the rest of the night. ADDITIONAL BRACKETS & ACCESSORIESADDITIONAL BRACKETS MUST BE PURCHASED SEPARATELY (SLIP-FITTER BRACKET INCLUDED WITH FIXTURE)
REMPHOS PART # DESCRIPTION
SL-SAL-BKT-RP-BK-G1 Round pole bracket
SL-SAL-BKT-SP-BK-G1 Square pole bracket
SL-SAL-BKT-ST-3-BK-G1 3" square tenon bracket
SL-SAL-BKT-RT-3-BK-G1 3" round tenon bracket
SL-SAL-BKT-WM-BK-G1 Wall mount bracket
SL-SAL-BKT-RP-BK-G1 SL-SAL-BKT-SP-BK-G1 SL-SAL-BKT-ST-3-BK-G1 SL-SAL-BKT-RT-3-BK-G1 SL-SAL-BKT-WM-BK-G1
FREE TO SHINE
LED SOLAR AREA LIGHT
COMPARES TO 250W HID
,,
e/ (/CJ f?
State of Oregon
'DEPARTMENT OF TRANSPORTATION
Highway Division
APPLICATION AND PERMIT TO
Road Approach P ermit No.
Form 81-734-3307
CONSTRUCT ROAD APPROACH 2306 5
Name and Address of Applicant
I Charity Bapctist Church of Springj'i~ld,InJ.
1692 Ridgefield
Eugene, Oregon
L _J
Sp·ecial Provisions
Applicant hereby applies to the Administr ator and
State Highway Engineer for permission to construct
an approach road connection to the __ N_o_r_t_h __ .
side of the . __ M_c_K_en_zi_· e __________ .
Highway No. --=l'-"-5 ________ L_an_e-'-_ County,
at Mile Post __ 6--' • ...,.9...,.9 ___ , Highway Engineers
Station 30 8 +50 as described herein.
Map Reference BB-35-10
1. Current Rules and Reg ulations governing Road Approach Permits as adopted by the S t a t e of Oregon, D epart~
ment of Transportation, Highway Division, are by this reference made a part of this permit. Copies of said
Rules and Regulations may be obtained from the District Enginee r. ·
2. The approach(es) shall be constructed in accordance with the Type IV Road Appr oach Sketch a ttache d
hereto and by this reference made a part hereof.
3 . The following additional drawings are attached hereto and by this reference m a de a part hereof ____ _
4. Facility served by approach(es) _C=h=ur=-:c=hce___ ________________________ _
5. Construction of the approach(es) shall commence on or after July 1 , 19 _7-'7-._1 a nd will be com~
pleted on or before July 1, , 19_Til,
6. Applicant or his contractor shall notify the District Engineer at 214]. -15th Ave. East
Eugene, Oregon 97403 , phone -686-761 /1 prior to commencing work and after completing
construction of the approach(es) covered by this permit. ·
7. T~e approach shall be constructed ·to the City of Springfield :Standards.
Or iginal Signed !J,,, David L J ones
Recommended for approval : ________________ _
Ass t t • Dis trict Engineer
lffi~!~~!7~~
AT EUGENE
MAINTENANCE OFFICE
. -
ORIGIN/1L ~IG[1ED BY J )'. WILSON
Regional Engineer
Applica nt decla res he is the owner or l essee of the real property abutting the above described highway and
has the lawful authority to apply for this permit. This permit is issued subject to the term~ and prov isions con-
tained herein and atta ched her eto; this permit is a c cepted and approved by the applicant subject to said terms
and provisions. . }
. Applicant Charity Baptist Church of Splfd. ADMIN TRATOR AND STATE HIGHWAY ENGINEER
By &,__tt,~f: 1Jb; /41 R('<--I fo.lJ -il,1c~,v T By (,$3.:ff4~_,iz_~~~~-----
Date of Applica tion --1.'.ehrnary 9, 1977 c.... // ,
-~fy I
I GENERAL NOTES: I I. W• width of drlvowoy. I
\, 2. K • distance from face of curb to
\ 0S•~ back of present or future walk or
\ Note 10 feet, whlc hover is I ea s.
\ 2 --table A below. \ 3. w,, see
W1 4. X, see table A below.
CLconc Curb A+J _JC Dimensions and specifications, this perm!•.
PLAN W• __ ?:_'i_' ___ W1 •_10~ X •--~ ___ K • __ 5~---_
TYPE A TYPE A-I
POJtTU,NO CEMENT ASPHALT OONCllETE Angle of Skew...9.9~---·Approach Type_...£1. ___ _ CONCRETE
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GENERAL NOTES FOR CONCRETE CURBS
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NOTE:
All moteriol and workmanship shotl bo in accordance wlfh Iha current State of
0re90n Standard Speclfiation For Highway Construction.
OREGON STATE HIGHWAY DIVISON
TYPE 4 ROAD APPROACH
CURBED HIGHWAY
HWY._J1cfufil~--________ NO. __ l...5.... ___ _
SIDE OF HWY. ___ _!J..9!'._t._1!_ ___________ _
MILE POSL2.e.'z9 ____ ENGRS. STA.3..9§±2.0_=_
2:!0S::>
ROAD APPROACH PERMIT NO. __________ _
12802 Commodity Place • Tampa, FL 33626 • www.duraguard.com • Toll Free: (800) 736-7991
Specifications subject to change without notice.
DSSS Straight Square Steel Poles, 4", 5"
Pole Specifications:
Conforms to ASTM-A 500 Grade B: Minimum
Yield Strength of 46,000 PSI.
Wall Thickness Available in 11 Gauge (.120˝) or
7 Gauge (.180˝).
Finish:
Textured Architectural Bronze Powdercoat
Finish, Baked to Ensure Maximum Paint
Adhesion, Hardness and Durability.
Anchor Bolts:
Anchor Bolts are Included, Sized Based on
Pole Data Charts for the Selected Pole Size.
Hand Hole:
Cast Iron Reinforced Hand Hole and Cover
with Ground Screw.
Base Cover:
Poles are Provided With a Two-Piece Formed Steel Base
Cover that is Easily Assembled and Fitted Over Pole Base.
Pole Length:
Poles are Available in Standard Lengths as Shown
in the Order Matrix. Poles can be Custom Cut to
Order. Consult Factory.
Mounting Options:
Standard Length Poles Include 2⅜" OD Tenon, Side
Drilled 4@90 Degrees, UV-Stabilized Polycarbonate Top
Cover and Hole Plugs for Unused Drilling Locations.
Cut To Order Poles can be Side Drilled for 2@180
Degrees or 4@90 Degrees, Includes UV-Stabilized
Polycarbonate Top Cover and Hole Plugs for Unused
Drilling Locations.
Cut To Order Poles May Also Be Ordered With 2⅜˝ OD
or 2⅞˝ OD Tenons for Use With Post Top Decorative
Luminaires, Flood/Area Slip Fitter Fixtures, or Any of a
Wide Variety of Pole Top Mounting Accessories.
Complete Units Ordering Information
Example: DSSS30507ZP2LBC DSSS Straight Square Steel Poles, 4", 5"
DSSS=Straight
Square Steel Pole
4" Square
11 Gauge:
20411=20´
25411=25´
5" Square
7 Gauge:
30507=30´
Z=Bronze D2=Drilled 2 Sides at 180° with Plugs (1)
D4=Drilled 4 Sides with Plugs (1)
P2=2⅜ x 4"H Tenon
P3=2⅞ x 3"H Tenon
N=No Pole Top Mounting
(Leave Blank)=Poles with P2 Tenon
S=Standard Arm/Accessories
D=Kitty Hawk Arm KH25
E=Kitty Hawk Arm KH45
C=Custom (Specify)
N=No Template
(Leave Blank)=No Options
LAB=Less Anchor Bolts (2)
LBC=Less Base Cover (3)
Model ColorHeight/Shaft/Gauge (Pick One)Pole Top Mounting Drill Template Options
Specifications and Features:
The DuraGuard DSSS Series Straight Square Steel poles are built from high strength steel tube and are available
side drilled for arm mounted area lighting luminaires or with tenon mounts for flood and post top luminaires. Typical
area lighting applications include retail centers, industrial parks, schools and universities, public transit and airports,
office buildings and medical facilities. Mounting heights of 10 to 30 feet can be used based on selected luminaire
application.
Fixture Type:
Date:
Project InformationProject Name:
Comments:
Complete Catalog #:
4" and 5" Square
Side Drills:
2 at 180°, 4 at 90°
20-30 Feet
Notes:
1. Side Drilled poles include UV-stabilized polycarbonate pole cap.
2. All poles include anchor bolts standard, consult dimension table for size based on pole dimensions.
3. All poles include square 2-piece bronze base cover.
4. Poles can be cut to custom lengths for an additional charge.
P2
2⅜″ x 4″ Tenon
P3
2⅞″ x 3″ Tenon
Rev. 031023
12802 Commodity Place • Tampa, FL 33626 • www.duraguard.com • Toll Free: (800) 736-7991
Specifications subject to change without notice.
DSSS Straight Square Steel Poles, 4", 5"
Wind Loading and Dimensional Data:
Pole Data:
Pole Top Mounting :
Rev. 102821
NOTES:
1. Maximum EPA (Effective Projected Area) and weight values are based on AASHTO 2013 (90-150MPH) and AASHTO 2008 (80MPH).
2. Consult factory on loading criteria for pole top mounted luminaires and/or brackets.
3. Variations from sizes above are available upon inquiry at the factory.
4. Satisfactory performance of poles is dependent upon the pole being properly attached to a supporting foundation of adequate design.
5. Structure weight is a nominal value which includes the pole shaft and base plate only.
Pole Description 80 MPH 90 MPH 100 MPH 110 MPH 120 MPH 130 MPH 140 MPH 150 MPH
Shaft Size
& Wall
Thickness
Mounting
Height
Max EPA
(SQ FT)
Max
Weight
(LBS)
Max EPA
(SQ FT)
Max
Weight
(LBS)
Max EPA
(SQ FT)
Max
Weight
(LBS)
Max EPA
(SQ FT)
Max
Weight
(LBS)
Max EPA
(SQ FT)
Max
Weight
(LBS)
Max EPA
(SQ FT)
Max
Weight
(LBS)
Max EPA
(SQ FT)
Max
Weight
(LBS)
Max EPA
(SQ FT)
Max
Weight
(LBS)
Structure
Weight
(lbs.)
4" Square,
11 Gauge
10' - 0"30.6 765 20.0 500.0 16.0 400.0 13.0 325.0 10.5 263.0 8.5 213.0 7.0 175.0 6.0 150.0 73
12' - 0"24.4 610 16.0 400.0 13.0 325.0 10.0 250.0 8.0 200.0 6.5 163.0 5.0 125.0 4.0 100.0 88
14' - 0"19.9 498 13.5 338.0 10.0 250.0 7.5 188.0 6.0 150.0 4.5 113.0 3.5 88.0 2.5 63.0 102
16' - 0"15.9 398 10.5 263.0 7.5 188.0 5.5 138.0 4.0 100.0 3.0 75.0 1.5 38.0 1.0 25.0 117
18' - 0"12.6 315 8.0 200.0 5.5 138.0 4.0 100.0 2.5 63.0 1.5 38.0 0.5 13.0 --131
20' - 0"9.6 240 6.0 150.0 4.0 100.0 2.5 63.0 1.0 25.0 ------146
25' - 0"7.2 200 4.1 124 2.1 77 1.0 45 --------202
5" Square,
7 Gauge
10' - 0"64.8 1621 46.1 1153 35 865 27 664 20 491 14 346 10 261 7 173 135
12' - 0"49.9 1247 35.5 887 27 665 20 511 15 378 11 266 8 200 5 133 162
14' - 0"41.5 1039 29.6 739 22 554 17 426 13 315 9 222 7 167 4 111 189
16' - 0"34.6 866 24.6 616 18 462 14 355 10 262 7 185 6 139 4 92 217
18' - 0"30.9 773 22 550 17 413 13 317 9 234 7 165 5 124 3 83 244
20' - 0"28.1 703 20.0 500 15 375 12 288 9 213 6 150 5 113 3 75 271
22' - 0"24.1 602 16.2 405 13 320 8 207 5 113 2 57 2 57 2 38 298
25' - 0"18.5 463 12.0 300 9 213 6 138 3 75 2 38 ----338
28' - 0"13.9 347 8.8 220 5 132 2 38 --------379
30' - 0"10.7 267 6.5 163 4 88 1 25 --------406
D2
Drilled 2 @ 180°
D4
Drilled 4 @ 90°
10.6 ″ (268m
m)
Di
a.
12 ″ (310mm) Dia.
5" DSSS
B
1.15"x1.97"
(4-29x50mm)B8 ″ (203m
m)
Di
a.
11 ″ (279mm) Dia.
Shaft Base
Size
Bolt Circle
A
Base Size
B
Base
Thickness
C
Bolt
Projection
Anchor
Bolt Size
4" DSSS 11 Gauge 8"-11" (203-279mm) 10.5" (266mm)¾"4"M20 x 27½"
5" DSSS 7 Gauge 10.6"-12" (268-310mm)11" (280mm)1"4"M22 x 33"
B
4" DSSSB 1"x2.52"
(4-25x64mm)
5" (127mm)
4" Poles: ¾" (19mm)
5" Poles: (25mm)
18" (457mm)
3" (76mm)
DSS4CVRZ
10.75˝
273mm 10.75˝
273mm
5˝127mm
DSS5CVRZ
11.25˝
286mm 11.25˝
286mm
5˝127mm
12802 Commodity Place • Tampa, FL 33626 • www.duraguard.com • Toll Free: (800) 736-7991
Specifications subject to change without notice.
DSSS Straight Square Steel Poles, 4", 5"
Fixture Type:
Date:
Project InformationProject Name:
Comments:
Complete Catalog #:
Rev. 102221
Complete Units Ordering Information
Example: PBR1B
B=Black
P=Platinum (PBR1 Only)
Z=Bronze
C=Custom (Consult Factory)
ColorModel
PBR1=Round Base
PBS1=Square BaseClamshell Bases:
Die cast aluminum, Stainless Steel Hardware. PBR1 and PBS1 include sets of inserts that
allow use on 4" and 5" square or round poles, and 120mm square or round tall bollards.
Finish:
Textured architectural powdercoat finish, baked to ensure maximum paint adhesion,
hardness and durability.
Pole Fit:
Bases are designed to fit poles based on dimensions shown.
Specifications and Features:
Decorative Clamshell Bases are designed to create a clean decorative
look and cover pole base anchoring hardware. Two styles are available
in matching finish to coordinate with pole selection.
PBR1
6¾˝
16⅝˝
PBS1
6¾˝
12⅝˝
12⅝˝
Cast Aluminum Decorative Clamshell BasesPB Series
Square Inserts.
Smooth Pole
4" Square,
5" Square,
120mm Square
DSSS
Can be used with DSRA, DSSS, DRTS, PARS, and PARF Poles.
12802 Commodity Place • Tampa, FL 33626 • www.duraguard.com • Toll Free: (800) 736-7991
Specifications subject to change without notice.
DSSS Straight Square Steel Poles, 4", 5"
Vertical Tenon Pole Fitters:
Bronze Finish
Replacement Parts
(Order Separately, Field Installed)
PAB34X30 M20 x 27½˝ Anchor Bolts, Set of 4" DSSS Poles
POLECAP4Z 4˝ UV-Stabilized Polycarbonate Pole Cap
PSS4CVRZ Base Cover, Bronze Finish
PSSHHC Hand Hole Cover, Bronze Finish
4˝
4" Straight Square Steel Pole Mounting Options
Order separately, field installed.
4″ Twin Square
Vertical Tenon
POLEACC037
Wt lbs 25, EPA 1.0
4˝
26˝
8˝
31½˝
4″ Triple Square
Vertical Tenon
POLEACC037B
Wt lbs 40, EPA 1.9
8˝
26˝
57½˝
26˝
4″ 180° Quad Square
Vertical Tenon
POLEACC041A
Wt lbs 56, EPA 2.7
26˝26˝26˝
83½˝
8˝
4″ 90° Twin Square
Horizontal Tenon
POLEACC031
4″ 90° Triple Square
Horizontal Tenon
POLEACC032
4″ 180° Twin Square
Horizontal Tenon
POLEACC030
12˝8˝8˝
6˝6˝6˝
12˝
Wall Mount Bracket
POLEACC028
Wall Mount 90° Bracket
POLEACC016
Wt lbs 4.5, EPA 0.3
4˝
4˝
6˝
9˝
Replacement Parts:
Vertical Tenon Pole Top Fitters:
4″ High Vertical Tenons, Bronze Finish, Fit 2⅜″ (P2) Tenons
Tenon Adaptors:
Fit 2⅜″ (P2) Tenons
Wall Mounting Bracket:
Bronze Finish
Horizontal Tenon Pole Fitters:
4″ Horizontal Tenons, Bronze Finish
4″ 90° Quad Square
Vertical Tenon
POLEACC038
Wt lbs 44, EPA 1.1
8˝
31½˝
26˝
4″ 90° Quad Square
Horizontal Tenon
POLEACC034
6˝
12˝
4″ Single Square Vertical
Tenon - 2⅜″ Dia.
POLEACC029
4″ Single Square Vertical
Tenon - 2⅞″ Dia.
POLEACC029B
6¾˝
4˝
5¾˝
3˝
Retrofit Tenon Adaptor
for 2⅜" Tenons
PSRTNB
4˝
2⅞˝
4˝
POLECAP5Z PSSHHCPSS4CVRZ
Spoke Brackets and Bullhorns:
Bronze Finish, Spoke Bracket have 7″ Arms. Fit 2⅜″ (P2) Tenons.*Non-stock item. Consult factory for lead time.
Single Spoke Bracket
PTSB1SZ
Triple Spoke Bracket,
90° Arms
PTSB390SZ*
Twin Spoke Bracket,
90° Arms
PTSB290SZ
Triple Spoke Bracket, 120° Arms
PTSB3120SZ*
Twin Spoke Bracket,
180° Arms
PTSB2180SZ
Quad Spoke Bracket, 90° Arms
PTSB490SZ*
All PTSB Spoke Brackets are 9" high from the bottom edge to the top center of the cap
Pole Tenon Adaptor
PTASUNVZ
10⅝˝
4˝4˝
180° Triple Bullhorn
POLEACC041
Wt lbs 27, EPA 1.5
180° Quad Bullhorn
POLEACC041C
Wt lbs 38, EPA 2.2
180° Double Bullhorn
POLEACC040
Wt lbs 17, EPA 0.9
42⅞˝8½˝11˝16˝11˝16˝30¼˝
30¼˝11˝16˝30¼˝
30¼˝30¼˝
17˝17˝
9˝
8½˝
8½˝
8½˝17˝17˝
Rev. 060921
12802 Commodity Place • Tampa, FL 33626 • www.duraguard.com • Toll Free: (800) 736-7991
Specifications subject to change without notice.
DSSS Straight Square Steel Poles, 4", 5"
Replacement Parts
(Order Separately, Field Installed)
POLECAP5Z 5˝ UV-Stabilized Polycarbonate Pole Cap
PSS5CVRZ Base Cover, Bronze Finish
PAB34X30 M20 x 27½˝ Anchor Bolts, Set of 4
PSSHHC Hand Hole Cover, Bronze Finish
5" Straight Square Steel Pole Mounting Options
Order separately, field installed.
Wall Mount
Bracket
POLEACC028
Wall Mount 90°
Bracket
POLEACC016
Wt lbs 4.5, EPA 0.3
4˝
4˝
Replacement Parts:
Vertical Tenon Pole Fitters:
Bronze Finish
Wall Mounting Bracket:
Bronze Finish
5″ Twin Square
Vertical Tenon
POLEACC037A
Wt lbs 29.25, EPA 1.0
5″ Triple Square
Vertical Tenon
POLEACC037C
Wt lbs 46, EPA 1.9
5″ 90° Quad Square
Vertical Tenon
POLEACC038A
Wt lbs 49, EPA 1.1
26˝
9˝
31½˝
26˝
9˝
57½˝
26˝
5″ Single Square
Vertical Tenon - 2⅜″ Dia.
POLEACC029A
4˝
4˝
6˝
9˝
9˝
31½˝
26˝
Spoke Brackets and Bullhorns:
Bronze Finish, Spoke Bracket have 7″ Arms. Fit 2⅜″ (P2) Tenons.
Vertical Tenon Pole Top Fitters:
4″ High Vertical Tenons, Bronze Finish, Fit 2⅜″ (P2) Tenons
Horizontal Tenon Pole Fitters:
4″ Horizontal Tenons, Bronze Finish
*Non-stock item. Consult factory for lead time.
5″ Single Square Vertical
Tenon - 2⅞″ Dia.
POLEACC029C
5″ 90° Twin Square
Horizontal Tenon
POLEACC031A
5″ 180° Twin Square
Horizontal Tenon
POLEACC030A
13˝9˝9˝
6˝6˝
5″ 90° Quad Square
Horizontal Tenon
POLEACC034A
6˝
13˝
6¾˝
4˝
5¾˝
3˝
Tenon Adaptors:
Fit 2⅜″ (P2) Tenons
Retrofit Tenon Adaptor
for 2⅜" Tenons
PSRTNB
4˝
2⅞˝
4˝
POLECAP5Z PSSHHCPSS5CVRZ
Single Spoke Bracket
PTSB1SZ
Triple Spoke Bracket,
90° Arms
PTSB390SZ*
Twin Spoke Bracket,
90° Arms
PTSB290SZ
Triple Spoke Bracket, 120° Arms
PTSB3120SZ*
Twin Spoke Bracket,
180° Arms
PTSB2180SZ
Quad Spoke Bracket, 90° Arms
PTSB490SZ*
All PTSB Spoke Brackets are 9" high from the bottom edge to the top center of the cap
Pole Tenon Adaptor
PTASUNVZ
10⅝˝
4˝4˝
180° Triple Bullhorn
POLEACC041
Wt lbs 27, EPA 1.5
180° Quad Bullhorn
POLEACC041C
Wt lbs 38, EPA 2.2
180° Double Bullhorn
POLEACC040
Wt lbs 17, EPA 0.9
42⅞˝8½˝11˝16˝11˝16˝30¼˝30¼˝11˝16˝30¼˝
30¼˝30¼˝
17˝17˝
9˝
8½˝
8½˝
8½˝17˝17˝
Rev. 060921
12802 Commodity Place • Tampa, FL 33626 • www.duraguard.com • Toll Free: (800) 736-7991
Specifications subject to change without notice.
DSSS Straight Square Steel Poles, 4", 5"
1.9˝
2˝
3.9˝
⅜˝
⅜˝
¾˝
Pole Drill Templates
For 4” and 5” DSSS Poles
Standard
For Use with
MA Arms
For Use with
KH45 Arms
KH45
Pole Drill Pattern “S”
For Fixture Series:
AL35, 12AL, 16AL
⅜˝1˝1.5˝
2˝2˝
2˝
3˝
⅜˝
⅜˝
⅜˝
¾˝¾˝
Not to Scale.
Top of Pole Top of Pole Top of Pole
Pole Drill Pattern “E”
For Fixture Series:
KH45
KH40
Rev. 092320
Pole Drill Pattern “D”
For Fixture Series:
KH15, KH25
AD25, AFR20, AFS20,
AFR30, AFS30
For Use with
KH20, KH25, AF*20,
AF*30 Arms
KH25 AF*20 AF*30