HomeMy WebLinkAboutApplication APPLICANT 4/7/2010
,City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
.
.
Site Plan Review
A licant Name: J. Dou
Phone: 541-484-7102
Com an :
McKa Commercial Pro erties " L.. <...
Fax:
541-484-7103
,
Address:
76 Centennial Loo Suite D Eu ene OR 97401
A licant's Re . Gail Fortier
Phone: 541-485-8383
Com an :
SSW En ineers, Inc.
2350 Oakmont Wa
Fax:
541-485-8384
Address:
ene OR 97401
Owner: Same as A Iicant
Phone:
Fax:
Com an
Address:
ASSESSOR'S MAP NO: 17-03-27-0-0
1100 Shelle Street
9.9868
TAX LOT NO S : 902
Acres x
S uare Feet 0
Pro osed Name of Pro"ect: Turtle Mountain Truck Dock Addition
Description of If you are filling in this form by hand, please attach your proposal description to this application.
Pro osal: Summa of ro osed modifications is located on a e 1 of the narrative.
o sf
. - .
Associated A
Pre-Sub Case No.:
(LdfJ/O -~
Si ns:
Reviewed b
~
Case No.:
Date:
Reviewed b
A lication Fee: $
TOTAL FEES: $ 3
ifffll] ~ jI!{'2l' """
Technical Fee: Posta e Fee: $-
RE-5UBMITTAL R t'n Y1J JO 1.6 - f\I{')A
P'R'OJECT NUMBER: Ie. vw.
.@<,
F
m.w --~WIlill14fV~ !2l
j~"" W~~
Revised 11/19/09
1 of 8
Owner Signatures
.
.
This application form is used for both the required pre-submittal meeting and subsequent
complete application submittal. Owner signatures are required at both stages in the application
process.
An application without the Owner's original signature will not be accepted.
Pre-Submittal
The undersigned acknowledges that the information in this application is correct and
accurate for scheduling of the Pre- Submittal Meeting. If the applicant is not the
owner, the owner hereby grants permission for the applicant to act in his/her behalf.
I/we do hereby acknowledge that I/we are legally responsible for all statutory
timelines, information, requests and requirements conveyed to my representative.
Owner: ;t1Cf1 .(""IIte...?/v( ?~4i >>J L.~G
~~L<4 /fn~ / /114<<,'''"1 ~bcr Date:
siy'natu~e6 I U (
.-:f DClIA.{/C( J1~J
Prmt./ ~
Submittal
I represent this application to be complete for submittal to the City. Consistent with the completeness check
performed on this application at the Pre-Submittal Meeting, 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:
Signature
Print
PRE-SUBMITIAl REC'O
APR 7 2010
Revised 11/19/09 2 of 8
~
~
~
~
~
~/AO
-J//'. 0
J/AO
~
Site Plan Review sUb.ltal ReqUireme~ts CheCklist-
NOTE:
. ALL of the following items MUST be submitted for BOTH Pre-Submittal and Submittal.
· If you feel an item on the list below does not apply to your specific application, please
state the reason why and attach the explanation to this form.
~
Application Fee - refer to the Development Code Fee Schedule for the appropriate fee
calculation formula. A copy of the fee schedule is available at the Development Services
Department. Any applicable application, technology, and postage fees are collected at the
pre-submittal and submittal stages.
Site Plan Review Application Form
Narrative explaining the purpose of the proposed development, the existing use of the
property, and any additional information that may have a bearing in determining the
action to be taken. The narrative should also include the proposed number of employees
and future expansion plans, if known.
Copy of the Deed
Copy of a Preliminary Title Report issued within the past 30 days documenting
ownership and listing all encumbrances.
Copy of the Site Plan Reduced to 8V2"X 11", which will be mailed as part of the
required neighboring property notification packet.
Right-of-Way Approach Permit Application provided where the property has frontage
on an Oregon Department of Transportation (ODOT) facility..
Three (3) Copies of the Stormwater Management System Study with Completed
Storm water Scoping Sheet Attached - The plan, supporting calculations and
documentation must be consistent with the Engineering Design Standards and Procedures
Manual.
Three (3) Copies of the Traffic Impact Study prepared by a Traffic Engineer in
accordance with SDC 4.2-105 AA. Traffic Impact Studies (TIS) allow the City to analyze
and evaluate the traffic impacts and mitigation of a development on the City's
transportation system. In general, a TIS must explain how the traffic from a given
development affects the transportation system in terms of safety, traffic operations,
access and mobility, and immediate and adjoining street systems. A TIS must also
address, if needed, City, metro plan and state land use and transportation policies and
objectives.
Seven (7) Copies of the Following Plan Sets for Pre-Submittal OR
Eighteen (18) Copies of the Following Plan Sets for Submittal
~ All of the following plans must include the scale appropriate to the area involved and
sufficient to show detail of the plan and related data, north arrow, and date of
preparation.
~ All plan sets must be folded to 8V," by 11" and bound by rubber bands.
a. Site Assessment of Existing Conditions PRE-SUBMITTAL REC'C.
~ Prepared by an Oregon licensed Landscape Architect or Engineer
APR
72010
Revised 11/19/09
4 of 8
N/A
kif>..
N/f>..
[8] Vicinity Map . ·
[8] The name, location and dimensions of all existing site features including buildings, curb
cuts, trees and impervious surface areas, clearly indicating what is remaining and what
is being removed. For existing structures to remain, also indicate present use, size,
setbacks from property lines, and distance between buildings.
D The name, location, dimensions, direction of flow and top of bank of all watercourses
and required riparian setback that are shown on the Water Quality Limited Watercourse
Map on file in the Development Services Department
[8] The lOa-year floodplain and f100dway boundaries on the site, as specified in the latest
adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment
or Letter of Map Revision
[8] The Time of Travel Zones, as specified in SDC 3.3-200 and delineated on the Wellhead
Protection Areas Map on file in the Development Services Department
[8] Physical features including, but not limited to trees 5" in diameter or greater when
measured 4 Y2 feet above the ground, significant clusters of trees and shrubs, riparian
areas, wetlands and rock outcroppings
[8] Soil types and water table information as mapped and specified in the Soils Survey of
Lane County. A Geotechnical Report prepared by an Engineer must be submitted
concurrently if the Soils Survey indicates the proposed development area has unstable
soils and/or a high water table . PRE-SUBMITTAL REeD
b. Site Plan APR 7 Z010
[8] Prepared by an Oregon licensed Architect, Landscape Architect, or Engineer
[8] Proposed buildings: location, dimensions, size (gross floor area applicable to the
parking requirement for the proposed use(s)), setbacks from property lines, and
distance between buildings
[8] Location and height of existing or proposed fences, walls, outdoor equipment, storage,
trash receptacles, and signs
[8] Location, dimensions, and number of typical, compact and disabled parking spaces;
including aisles, wheel bumpers, directional signs, and striping
[8] Dimensions of the development area, as well as area and percentage of the site
proposed for buildings, structures, parking and vehicular areas, sidewalks, patios, and
other impervious surfaces
[8] Observance of solar access requirements as specified in the applicable zoning district
[8] On-site loading areas and vehicular and pedestrian circulation
[8] Access to streets, alleys, and properties to be served, including the location and
dimensions of existing and proposed curb cuts and curb cuts proposed to be closed
[8] Location, type, and number of bicycle parking spaces
[8] Location of existing and proposed transit facilities
D Area and dimensions of all property to be conveyed, dedicated, or reserved for
common open spaces, recreational areas, and other similar public and semi-public uses
D Phased Development Plan - where applicable, the Site Plan application must include a
phasing plan indicating any proposed phases for development, including the boundaries
and sequencing of each phase. Phasing must progress in a sequence promoting street
connectivity between the various phases of the development and accommodating other
Revised 11/19/09
5 of 8
N/A
N/~
.. . .
required public i~rovements, including but not limited to, sanitary sewer, stormwater
management, water, and electricity. The applicant must indicate which phases apply
to the Site Plan application being submitted.
c. Improvement and Public Utilities Plan
[gJ Prepared by an Oregon licensed Civil Engineer
[gJ Location and width of all existing and proposed easements
[gJ Location, widths (of paving and right-of-way), and names of all existing and proposed
streets, alleys, dedications or other right-of-ways within or adjacent to the proposed
development, including ownership and maintenance status, if applicable.
[gJ Location and type of existing and proposed street lighting
[gJ Location of existing and required traffic control devices, fire hydrants, power poles,
transformers, neighborhood mailbox units, and similar public facilities
[gJ Location, width, and construction material of all existing and proposed sidewalks,
sidewalk ramps, pedestrian access ways, and trails
[gJ Location and size of existing and proposed utilities on and adjacent to the site including
sanitary sewer mains, stormwater management systems, water mains, power, gas,
telephone, and cable TV. Indicate the proposed connection points
d. Grading, Paving, &. Stormwater Management Plan
[gJ Prepared by an Oregon licensed Civil Engineer
o Planting plan prepared by an Oregon licensed Landscape Architect where plants are
proposed as part of the stormwater management system
[gJ Roof drainage patterns and discharge locations
[gJ Pervious and impervious area drainage patterns
[gJ The size and location of stormwater management systems components, including but
not limited to: drain lines, catch basins, dry wells and/or detention ponds; stormwater
quality measures; and natural drainageways to be retained
[gJ Existing and proposed spot elevations and contours lines drawn at 1 foot intervals (for
land with a slope over 10 percent, the contour lines may be at 5 foot intervals)
[gJ Amount of proposed cut and fill
e. Landscape Plan Not Applicable - No Changes
o Drawn by a Landscape Architect
o Location and dimensions of landscaping and open space areas to include calculation of
landscape coverage
o Screening in accordance with SDC 4.4-110
o Written description, including specifications, of the permanent irrigation system
o Location and type of street trees
o List in chart form the proposed types of landscape materials (trees, shrubs, ground
cover). Include in the chart genus, species, common name, quantity, size, spacing,
and method of planting
f. Architectural Plans
i'RE-SUBMITTAL REC'L
APR 7 2010
Revised 11/19/09
6 of 8
[g] Exterior elevati! of all buildings and structures pr!osed for the development site,
including height
[g] Conceptual floor plans
g. On-Site Lighting Plan
[g] Location, orientation, and maximum height of exterior light fixtures, both free standing
and attached
D Type and extent of shielding, including cut-offangles, and type of illumination,
wattage, and luminous area.
D Photometric test report for each light source
[g] Additional Materials That May be Required
IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IF ADDITIONAL
STANDARDS/APPLICATIONS APPLY TO THE PROPOSED DEVELOPMENT. THE
APPLICANT SHOULD CONSIDER UTILIZING PRE-DEVELOPMENT MEETINGS AS
DISCUSSED IN SDC 5.1-120:
D Where a multi-family development is proposed, any additional materials to
demonstrate compliance with SDC 3.2-240
D Riparian Area Protection Report for properties located within 150 feet of the top of
bank of any Water Quality Limited Watercourses (WQLW) or within 100 feet of the
top of bank of any direct tributaries of WQLW
D A Geotechnical Report prepared by an engineer must be submitted concurrently if
there are unstable soils and/or a high water table present
D Where the development area is within an overlay district, address the additional
standards of the overlay district
D If five or more trees are proposed to be removed, a Tree Felling Permit as specified
in SDC 5.19-100
D A wetland delineation approved by the Oregon Division of State Lands must be
submitted concurrently where there is a wetland on the property
D Any required federal or state permit must be submitted concurrently or evidence
the permit application has been submitted for review
D Where any grading, filling or excavating is proposed with the development, a Land
and Drainage Alteration permit must be submitted prior to development
D Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100
and 5.21-100
D An Annexation application, as specified in SDC 5.7-100, where a development is
proposed outside of the city limits but within the City's urban service area and can
be served by sanitary sewer
PRE-SUBMIlTAl RECIO
APR 7 2010
Revised 11/19/09 7 of 8
.
.
Pre-Submittal Meeting
Development Services Department
Room 615/616
PRE-SUBMITTAL MEETING DATE: Friday, April 16, 2010
1. PRE-SUBMITTAL MTG #PRE201 0-00005(SITE MOD MAJOR) McKAY COMM.I
Assessor's Map: 17-03-27-00 TL 902 TURTLE MOUNTAIN LLC
Address: II 00 Shelley Street
Existing Use: Manufacture of Dairy Free Frozen TreatsITurtle Mountain
The applicant submitted plans to modify original site plan 1991-07-0095, by adding a
truck dock, covered trash enclosure, installation of siding of the north wall of the
refrigeration unit structure and enlargement of a covered area on the west building side
for auxiliary equipment.
Meeting DateITime: Friday, April 16, 2010 11:00 - noon DSD 616
Planner: Steve Hopkins
PRE-SUBMITIAL RECIO
APR 7 2010
.
.
Activitv:
Application for Modification of
Site Review
SSW
ENGINEERs..
CNIL'S1IUCTUIW.' B1II111II16 DllIDN
SIIMfIIID-LUD lIS! PlAIImll6
2350 Oakmon1 Way, Suite 105
Eugene, OR 97401
(541) 485-8383 Fax (541) 485-8384
email@s5w-engineer.com
Written Statement for
Major Modification of Site Plan Review
Property Location:
Map 17-03-27-0-0, Tax Lot 902
Leased Facility in Industrial Park
1100 Shelley Street, Springfield, OR
Site Developer & Owner:
McKay Commercial Properties
76 Centennial Loop
Eugene, OR 97401
Contact: Doug McKay
Buildino Tenant:
Turtle Mountain LLC
P.O. Box 21938
Eugene, OR 97401
Contact: Mike Dunteman
Land Planner I Enoineer:
SSW Engineers, Inc.
2350 Oakmont Way, Suite 105
Eugene, OR 97401
(541) 485-8383
Contact: Gail Fortier
Current Zonino:
Light Medium Industrial
Previous Land Use Actions:
Site previously reviewed under Site Plan Review Journal
Number 91-07-95.
Current Buildino Permits:
A Building Permit is currently issued for improvements to an
existing sound attenuation wall at the north property line. The
building permit number is COM 2010-00254.
PRE.SUBMITTAL RECID
APR 7 2010
.
INDEX
WRITTEN STATEMENT
A.
Project Summary
B.
Approval Criteria in SDC Section 5.17 -125
EXHIBITS
Determination of Type II Major
Modification to Site Plan Review
Deed and Legal Description
Preliminary Title Report
Stormwater Scoping Determination
Reduced Site Development Plan
.
Page 1
Page 2
Exhibit 1
Exhibit 2
Exhibit 3
Exhibit 4
Exhibit 5
PRE.SUBMITTAl REC'D
APR 7 2010
.
.
Major Modification of Site Review
llOO Shelley Street, Springfield OR
Page 1
A. PROJECT SUMMARY
1100 Shelley Street operates as a production facility for Turtle Mountain LLC,
manufacturing frozen treats. The building and site were previously reviewed
under Site Plan Review Journal Number 91-07-95. The proposed modifications
to the site plan include construction of a truck dock, a covered trash enclosure,
installation of siding of the north wall of the refrigeration unit structure, and
enlargement of a covered area on the west building side for auxiliary equipment,
such as electrical service boxes, compressors and other miscellaneous items.
The proposed covered areas are not heated or expected to be continuously
occupied.
An existing free-standing sound wall is located north of the facility, between the
refrigeration unit and the residentially zoned properties to the north.
Improvements to the sound wall are currently underway under City of Springfield
COM 2010-00254. The sound wall improvements are not subject to this
Modification of Site Review, but are mentioned to demonstrate part of an ongoing
effort to minimize the impact of the production facility on the residential properties
to the north.
The faCility does not currently have a truck dock, but uses the docks at the
adjacent industrial building located to the east at 1040 Shelley Street. Currently
incoming shipments must be moved by fork lift from 1040 Shelley Street to the
subject facility at 1100 Shelley Street. The new truck dock will streamline the
operation and reduce the traffic and noise generated by the operation. The
proposed location of the truck dock is shielded from the properties to the north by
the refrigeration structure and the sound wall.
The proposed truck dock is a needed safety improvement for the Turtle Mountain
operation, because the currently used docks at 1140 Shelley Street are sloped in
such a way that causes the interior of the truck trailers to be slippery, and
unusable by fork lifts. Due to the nature of the product manufactured by Turtle
Mountain, the floors of the truck trailers are often frozen. The proposed dock is
designed to be flatter, and therefore reduce the risk that employees or equipment
will slip.
The current trash enclosure is a sight obscured chain link fence. The proposed
structure will have concrete masonry walls, a metal roof, and will be hydraulically
isolated and plumbed to the sanitary system to comply with current code
requirements.
The auxiliary equipment area on the west side of the building will be remodeled
to have a more finished appearance, including metal siding to match the existing
building. The walls will be insulated to reduce noise and reduce the potential of
PRE.SUBMIllAl REC'D
APR 7 2010
.
.
Major Modification of Site Review
1100 Shelley Street, Springfield OR
Page 2
freezing within the structure, but will have some open walls. The areas enclosed
with chain link fencing will be lined with compressed insulation panels to reduce
noise outside the equipment storage areas.
The freezer unit structure south of the sound wall is currently an open sided
canopy constructed of steel framing. Insulation and siding of the north wall facing
the residential areas is proposed. This would serve an aesthetic purpose, as well
as reduce the transmission of noise generated by the unit.
The proposed changes will serve to increase efficiency of the facility, bring
aspects of the site in compliance with current code requirements and reduce the
impact of the operation upon the surrounding properties.
B. APPROVAL CRITERIA
Springfield Development Code 5.17 - 125 Criteria
A. The zoning is consistent with the Metro Plan diagram, and/or the
applicable Refinement Plan diagram, Plan District map, and
Conceptual Development Plan.
The current zoning district for this site is Light Medium Industrial. The Eugene -
Springfield Metropolitan Plan also designates the site as Light Medium Industrial.
No change in use or is anticipated by the proposed modifications to the approved
plan, reviewed under Site Plan Review Journal Number 91-07-95.
B. Capacity requirements of public and private facilities, including but
not limited to, water and electricity; sanitary sewer and storm water
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 of development, unless otherwise provided for by
this Code and other applicable regulations. The Public Works
Director or a utility provider shall determine capacity issues.
Requirements of public and private facilities are not significantly modified by the
proposed changes, as follows:
Stormwater: The area of impervious surface remains unchanged. After
reviewing the project to determine the Stormwater Management System Scope
of Work, the City of Springfield Public Works representatives decided that a
drainage study is not required. The notification of this decision is attached as
Exhibit 4. The revised stormwater I sanitary site plan complies with the
requirements for covered area over the truck dock and trash enclosure, hydraulic
isolation of the area drains, and piping of the area drains to the sanitary system.
PRE.SUBMITTAl RECIO
APR 7 2010
.
.
Major Modification of Site Review
1100 Shelley Street, Springfield OR
Page 3
The proposed stormwater catch basin in the truck dock is pumped to an existing
adjacent storm water line on the site.
Sanitary System: The amount of discharge into the sanitary system from the
trash enclosure and the truck dock is anticipated to be well within the capacity of
the existing system. No other additional discharge is proposed.
Water, electrical, natural gas capacity: No changes are proposed that will
significantly affect these utilities.
The proposed changes do not affect street and traffic safety controls.
C. The proposed development shall comply with all applicable public
and private design and construction standards contained in this Code
and other applicable regulations.
The intent of the project is to upgrade some of the elements of the site design to
comply with current Springfield Development Code and Public Works
requirements, as mentioned above regarding the sanitary and stormwater
systems.
The proposed structures or additions are permitted in the Light Medium Industrial
Zone, and comply with setback and other zoning requirements, as shown on the
Existing Conditions Plan and the Site Development Plan.
The landscaping islands shown on the existing conditions plan are unchanged,
except where the driveway is widened. Landscaping is located at the north
property line, west of the building between 1100 and 1130 Shelley Street, and
south of the building serving as a buffer between the parking and the private
portion of Shelley Street.
The improvements to the building, including the dock shelter, trash enclosure,
and auxiliary mechanical area are designed to comply with the 2007 Oregon
Structural Specialty Code, and the 2007 Oregon Fire Code.
O. 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 and public areas; minimize
driveways on arterial and collector streets as specified in this Code or
PRE-SUBMITTAL REC'O
APR 7 2010
.
.
Major Modification of Site Review
1100 Shelley Street, Springfield OR
Page 4
other applicable regulations and comply with the OOOT access
management standards for State highways.
The parking that was located on the east side of the building has been relocated
south of the building, along the private street buffer landscaping, with a net
increase of two spaces. The ingress-egress driveway near the truck dock will be
widened as shown to accommodate truck maneuvering. Parking spaces west of
the building are unchanged. Existing bicycle parking as shown on the site plan is
unchanged.
Transit stops are not located near the property. They are either to the north near
Gateway and Harlow Roads, or to the east near Pioneer Parkway and Q Street.
The traffic flow routes and the quantity of traffic entering or leaving the site are
not affected by the proposed changes. The site does not access an ODOT
facility.
E. Physical features, including, but not limited to: steep slopes with
unstable soil or geologic conditions; areas with susceptibility of
flooding; significant clusters of trees and shrubs; watercourses shown
on the WQLW Map and their associated riparian areas; other riparian
areas and wetlands specified in Section 4.3-117; rock outcroppings;
open spaces; and areas of historic and/or archaeological
significance, as may be specified in Section 3.3-900 or ORS 97.740-
760, 358.905.235-240, shall be protected as specified in this Code or
in State or Federal law.
The portion on the site being redeveloped does not contain any of the protected
features mentioned above.
PRE.SUBMITTAL REC'O
APR 7 2010
&xh,'JJ/T /
S.NGFIELD
225 FIFTH STREET
SPRINGFIELD, OR 97477
(541) 726-3753
FAX (541) 726-3689
W\t1IW.ci,springfield. ar.us
December 23, 2009
5"4 r-l<..-
fvE;J
:5 '-If. -
'1<17 ('
-McKay-Gommercial-Properties,l:l:G-
75 Centennial Loop, Suite D
Eugene, OR 97401
Re: Building Permit COM2009-01758
New Truck Dock & Associated Site Modifications
1100 Shelley Street, Springfield
The City of Springfield Planning Division has been routed building permit COM2009-01758 for review.
This building permit proposes the installation of an 85 foot long truck dock and associated site alterations
to accommodate the new loading dock. Included in these alterations are the relocation of parking
spaces, dumpster location, storm lines and alterations to existing planter islands. The zoning district for
. this development is Light Medium Industrial with low Density Residential directly to the north of the site.
The building and parking area was previously reviewed under Site Plan Review Joumal Number 91-07-95.
The Springfield Deilelopment Code states the following in section 5.17-145, "The Site Plan Modification
process establishes procedures to allow certain adjustments to an approved Site Plan, either after
Preliminary Approval or after Final Approval. This process shall assure that any proposed Major Site Plan
Modification continues to comply with the approval criteria specified in Section 5.17-125.
"
The Director shall determine whether the Site Plan Modification will be processed under the Type
I or Type II review process as follows:
1. A Minor Site Plan Modification application is evaluated under the Type I review process. The
application is reviewed based upon a particular standard as specified in this Code that does
not involve a Type II or Type III Variance, e.g., a modification in the location or type of
required landscaping or an insignificant change in the number and/or layout of parking
spaces.
2. A Major Site Plan Modification application is evaluated under the Type II review process. The
application is reviewed based upon a particular criterion as specified in Section S.17-125,
e.g.,a revisi()n ofti1e storm'Natl~r mani'lgE!mentplan,a su~stantialincrease.in.thesize of the
building or when commercial or industrial development abuts property zoned residential."
The site abuts residentially zoned property and the Planning Division has received numerous noise
complaints from the residential neighbors to the north regarding the existing business on site. The
proposed modifications are required to be reviewed under a Type II Major Modification to Site Plan
Review before issuance and approval of the submitted building permit.
PRE.SUBMITTAL REC'O
APR 7 2010
.
.
Applications can be found at the City website www.ci.sorinofield.or.us. Please contact the Planner on
Duty at (541) 726-3753 if you have any questions regarding the application process or fees.
i "
Sincf;)rely,
II
!. I
"?/';kJ -tilt ~
'-
Liz Miller
" Planner I
"cc: Kip Kaufman, Plans Examiner
Jim Donovan, Planning Supervisor
PRE-SUBMI1iAL RECIO
APR 7 2010
~
.
.
ex.h, 'b,'i 2-
'II
.sh>t:/~JL 5kI~~
After Recording Return to:
,
~Divislon of Chief Deputy Clerk
Lane County Deeds and Records
._-~
.~'~g.~~' ,.
ok >...'
.".;/ ". -.r. ,;'.,.
'in' ',-,
$41. 00
McKay Commercial Properties,
LLC '
76 Centennial Loop, Suite 0
,
nls
1IIIIIIIIIIIJIIII~IIIIIIIIIIIIIIIIIIII~ 0111111
00938063200700597720040043
08/24/2007 11:47:07 AM
RPR-DEED Cnl=l Sln=4' CASHIER 02
$20.00 $11.00 $10.00
.-'-.
,
ir~ay C?mmercial Properties,
76 Centenl1iaJ Loop, SUile 0
Eugene, OR 9740]
....---
I
WARRANTY DEED - STATUTORY. FORM
,MCKay..lnveslIDenCCompaaY'kbhC\ an Oregon limited liability company, Grantor,
conveys and warrants to McKay C6mmerciilfP'ropemes;...Itl';€;Fan Oregon limited liability
company, Grantee, the following described real property, free of encumbrances except as
specifically sel forth herein.
Legal description on attached Exhibit A.
Subject to: Reservations, rights-of-way, easements, conditions and restrictions ofrecord,
and leasehold interests.
. .
BEfORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING
FEE TITLE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS 197.352.
THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS
INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS.
,
BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE
TO THE, PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY
PLANNING DEPARTMENT TO VERIFY APPROVED USES, TO DETERMINE ANY LIMITS ON
LA WSUIl-s AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30.930 AND TO
INQUIRE' ABOUT THE RIGHTS OF NEIGHBORING PROPERTY OWNERS, IF ANY, UNDER ORS
197.352. !
T~e true consideration for this conveyance is other than money.
The liability and obligations of Grantor to Grantee and Grantee's heirs and assigns under
the warranties and covenants contained herein or provided by law shall be limited to the amount,
nature and terms of any right of indemnification available to Grantor under any title insurance
policy, ~d Grantor shall have no liability or obligation except to the extent that reimbursement
for such liability or obligation is available to Grantor under any such title insurance policy. The
limitations contained herein'expressly do'not relieve Grantor of any liability or obligations' under
this instrument, but merely define the scope, natu ,and amount of such liability or obligations.
D.ated this ~ day of
,2007.
(sib'llatures and notary acknowledgment on following page)
PRE-SUBMITTAL REC'D
APR 7 2010
Warranty Deed. 1 C:\Documcnrs and Scnings\Rcc(.:p!;(ln.OAKLEAF\LocaJ SCllings\Temponlry lnlCfOCI
FiJcs\OI.K 13A\ WammtyDccdShcllyStreetY o!anda082007 .doc
.
.
McKay Investment Company, LLC
BY~,!) ~
Linoa McKay :Or\!, anager
STATE OF OREGON )
) ss,
County of Lane )
This instrument was ack~owledged before me on this ~ day of ~IA s-L-, 2007,
by J. Douglas McKay and Linda McKay Korth, managers of McKay Investment mpany, LLC.
~1a~~
Notary Public for Oregon
?~5_~ (ltfICIAL SEAl.
...~~~ TRACY A STRODE
~.~~.j ~Of A'lY l'UBLlC - OREGON
~t~:;, L~OM\o1.SSI0N NO. A388292
MY ';l)~Jl~ s~,,)'" ::XPI!lES JA 2009
PRE-SUBMITTAL RECID
APR 7 2010
Warranty Deed ~ 2 C:\DoCllmcnts and Sctlings\Receplion.O^KU2AF\l.ocal Scuings\Temporary Internet
filcs\OLK 13A \ WarramyDccdShcllyStrttlYulanda082007.doc
(!
.;J;
J\V
C\ \)\l
.
.
EXHIBIT A
(Shelly Streetly olanda)
PARCEL I (Shelly Street):
Beginning at a point being South 2344.01 feet and West 16.79 feet from the Northeast comer of
the John G. Day Donation Land Claim No. 58, in Township 17 South, Range 3 West of the
Willamette Meridian, said point being on the Northerly margin of the "Q" Street Freeway
Connection; thence along said Northerly margin the following courses and distances: South
88057'00" West 11534 feet, North 89021 '45" West 238.08 feet, North 79044'20" West 339.35
feet and. North 65054'33" West 135.85 feet; thence leaving said Northerly margin North
84012'20" East 818.50 feet; thence South 0051 '52" West 199.10 feet to the Point of Beginning in
Lane County, Oregon.
ALSO beginning at a point being South 2180.56 feet and West 959.18 feet from the Northeast
comer of the John G. Day Donation Land Claim No. 58, in Township 17 South, Range 3 West of
the WiIlamette Meridian, said point being on the Northerly margin of the "Q" Street Freeway
Connection; thence along said Northerly margin the following courses and distances: North
73014'36" West 159.07 feet, North 70037'52" West 215.71 feet and along the arc ofa 1362.40
foot radius curve right (the chord of which curve bears North 42023' 13" West 859.48 feet) a
distance of 874.41 feet; thence leaving said Northerly margin South 89039=20" East 67.90 feet;
thence South 52001'20" East 1057.12 feet; thence North 89045'20" East 980.51 feet; thence
South 0051'52" West 9.46 feet; thence South 84012'20" West 951.17 feet to the Point of
Beginning in Lane County, Oregon.
ALSO beginning at a point being South 1429.74 feet and West 1662.74 feet from the Northeast
AV comer of the John G. Day Donation Land Claim No. 58, in township 17 South, Range 3 West of
f\O'" o..f;:)1o the Willamette Meridian; thence South 89039'20" East 143933 feet; thence South 0020'40"
-" <.:l~\ West 240.00 feet; thence South 16006'00" East 62.56 feet; thence South 0020'40" West 237.43
'^~ .'\,~O feet, thence South 89045'20" West 750.05 feet; thence North 52001 '20" West 892.80 feet to the
,\'\jr:;~O Point of Beginning, in Lane County, Oregon.
1\:0
'1(' \1\
",'Ii
:!l'"
1\<:1 ,\V
" ',)0
\14
,,\'vv..,
II\\)
ALSO beginning at a point being South 2085.92 feet and East 559.77 feet from the Northeast
comer of the John G. Day Donation Land Claim No. 58 in Township 17 South, Range 3 West of
the WilIamette Meridian; thence South 0051 '52" West 246.80 feet to the Northerly margin of the
"Q" Street Freeway; thence along said Northerly margin South 88057'00" West 472.88 feet;
thence leaving said Northerly margin North 0051'52" East 207.43 feet; thence North 84012'20"
East 475.82 feet to the point of beginning, in Lane County, Oregon.
EXCEPT beginning at a point being South 89045'20" West 60.00 feet from the Southwest comer
oCLot]; Block 7, EUGENE-SPRINGFIELD INDUSTRIAL.. PARK F1RST-ADDFHON, as
platted and recorded in Book 66, Page 13, Lane County Oregon Plat Records; thence South
89045'20" West 200.00 feet; thence North 0020'40" East 270.11 feet; thence South 89039'20"
East] 52.28 feet; thence along the arc of a 50.00 foot radius curve left (the chord of which curve
bears South 43020'40" East 69.07 feet) a distance of 76.25 feet; thence South 0020'40" West
218.12 feet to the Point of Beginning, in Lane County, Oregon.
PRE-SUBMITTAL REC'D
Exhibit A - I
AP~ "! 2010
.
.
PARCEL 2 (Yolanda):
. Beginning at the Northwest comer of Lot I, Block 2, RANCH MARKET PLAT, as platted and
recorded in Volume 26, Page 8, Lane County Oregon Plat Records, in Lane County, Oregon, run
thence South 0007' West 90.0 feet along the West line of said plat, thence West 40.0 feet, thence
. South 43006' West 220.0 feet along the Westerly line of said plat to the Northwesterly comer of
Lot 12, in Ranch Market First Addition, as platted and recorded in Volume 28, Page 23, Lane
County Oregon Plat Records, run thence South 26045' West along the West line of said Lot 12,
144.31 feet; thence along the arc of a 179.38 foot radius curve left (the chord of which bears
North 76040' West 82.73 feet) a distance of83.49 feet; thence West 83.40 feet; thence along the
arc of a 50.0 foot radius curve right (the long chord of which bears North 45000' West 70.71
feet); thence North 340.43 feet to the center line of County Road No. 840; thence East along the
center line of said County Road 469.41 feet; thence South 0007' West 30.0 feet to the point of
beginning, in Lane County, Oregon.
EXCEPT: Beginning at the Northwest comer of Lot I, Block 2, RANCH MARKET PLAT, as
platted and recorded in Volume 26, Page 8, Lane County Oregon Plat Records; run thence West
parallel to and 30.0 feet South of the centerline of County Road No. 840 (Hayden Bridge Road)
650.54 feet; thence North 30.0 feet to said centerline; thence East along said centerline 650.54
feet; thence South 30.0 feet to the point of beginning in Lane County, Oregon.
EXCEPT: Beginning at the Northwest comer of LotI, Block 2, RANCH MARKET PLAT, as
platted and recorded in Volume 26, Page 8, Lane County Oregon Plat Records, said point also
being on the Southerly margin of Hayden Bridge Road; thence along said margin West 230.49
feet to the True Point of Beginning; thence leaving said margin South 212.31 feet; thence South
460\3'00" East 55.39 feet to the Northerly most comer of Lot] 2, Block 2, RANCH MARKET
FIRST ADDITION, as platted and recorded in Volume 28, Page 23, Lane County Oregon Plat
Records; thence along the Westerly boundary of said Lot South 26045'00" West 144.31 feet to
the Northerly margin of Ranch Drive; thence leaving said Westerly boundary along said
Northerly margin along the arc of a J 79.38 foot radius curve to the left (the chord of which curve
bears North 76040'00" West 82.73 feet) a distance of 83.49 feet; thence continuing along said
margin West 83.40 feet; thence leaving said Northerly margin along the arc of a 50.00 foot
radius curve to the right (the chord of which curve bears North 45000'00" West 70.71 feet) a
distance of 78.54 feet to the Easterly margin of Ranch Drive; thence along said margin North
3 J 0.43 feet to the Southerly margin of Hayden Bridge Road; thence leaving said Easterly margin
along said Southerly margin East 238.86 feet to the True Point of Beginning, in Lane County,
Oregon.
PRE.SUBMllTAL REC'D
APR 7 2010
Exhibit A - 2
.
.
cx.l)i6/f .3
~
Western Title&Escrow
Western Title & Escrow Company of Lane County
497 Oakway Road, Suite 340
Eugene, OR 97401
Office Phone: (541) 485-3588
Office Fax: (541) 485-3597
McKay Commercial Properties, LLC
Attention: Doug McKay
76 Centennial Loop, Suite D
Eugene, OR 97401
Date Prepared: March 25, 2010
Report Number: 34007
Lot Book Service: $200.00
Local Government Lien Search: $15.00
LOT BOOK REPORT
We have searched our Tract Indices as to the following described real property:
SEE ATTACHED EXHIBIT "A"
and dated as of March 19, 2010 at 5:00 p.m.
We find that the title is vested in:
McKay Commercial Properties, LLC, an Oregon limited liability company
We also find the following apparent encumbrances prior to the effective date hereof:
1. Note: 2009-2010 TAXES ARE PAID IN FULL and are being shown for
informational purposes only. This exception will not be shown on a title
insurance policy.
Original Amount: $79,986.71
Tax Lot No.: 1703270000902
Account No.: 0227734, Code 01900
Note: 2009-2010 TAXES ARE PAID IN FULL and are being shown for
informational purposes only. This exception will not be shown on a title
insurance policy.
Original Amount:
Tax-Lot.No. :
Account No.:
$31,092.72
17 0327 0000902-901
1751286, Code 01900
PRE.SUBMITTAL REC'D
APR 7 2010
Lot Book Report
Page 1 of 7
-~-
Western n"<&EmGw
Lot Book Report
.
(Exception No.1 continued)
.
OrderNo.: 34007
Note: 2009-2010 TAXES ARE PAID IN FULL and are being shown for
informational purposes only. This exception will not be shown on a title
insurance policy.
Original Amount:
Tax Lot No.:
Account No.:
$50,121.57
17 03 27 00 00902-902
1833902, Code 01900
Note: 2009-2010 TAXES ARE PAID IN FULL and are being shown for
informational purposes only. This exception will not be shown on a title
insurance policy.
Original Amount:
Tax Lot No.:
Account No.:
$28,091.45
17 03 27 00 00902-903
1835535, Code 01900
Note: 2009-2010 TAXES ARE PAID IN FULL and are being shown for
informational purposes only. This exception will not be shown on a title
insurance policy.
Original Amount: $666.63
Tax Lot No.:
Account No.: 5063092, Code 01900
(Personal Property)
Note: 2009-2010 TAXES ARE PAID IN FULL and are being shown for
informational purposes only. This exception will not be shown on a title
insurance policy.
. Original Amount: $3,914.61.
Tax Lot No.:
Account No.: 5571275, Code 01900
(Personal Property)
Note: 2009-2010 TAXES ARE PAID IN FULL and are being shown for
informational purposes only. This exception will not be shown on a title
insurance policy.
Original Amount: $407.74
Tax Lot No.:
Account No.: 5604067, Code 01900
(Personal Property)
Note: 2009-2010 TAXES ARE PAID IN FULL and are being shown for
informational purposes only. This exception will not be shown on a title
insurance policy.
Original Amount: $799.16
Tax Lot No.:
Account No.: 5604074, Code 01900
(Personal Property)
Lot Book Report
Page 20f 7
PRE.SUBMI1TAl REC'D
APR 7 2010
~--
Western y;",H"",w
Lot Book Report
.
.
Order No.: 34007
(Exception No.1 continued)
Note: 2009-2010 TAXES ARE PAID IN FULL and are being shown for
informational purposes only. This exception will not be shown on a title
insurance policy.
Original Amount: $859.87
Tax Lot No.:
Account No.: 5628641, Code 01900
(Personal Property)
Note: 2009-2010 TAXES ARE PAID IN FULL and are being shown for
informational purposes only. This exception will not be shown on a title
insurance policy.
Original Amount: $174.64
Tax Lot No.:
Account No.: 5636853, Code 01900
(Personal Property)
Note: 2009-2010 TAXES ARE PAID IN FULL and are being shown for
informational purposes only. This exception will not be shown on a title
insurance policy.
Original Amount: $1,307.72
Tax Lot No.:
Account No.: 5520034, Code 01900
(Personal Property)
Note: 2009-2010 TAXES ARE PAID IN FULL and are being shown for
informational purposes only. This exception will not be shown on a title
insurance policy.
Original Amount: $1,679.38
Tax Lot No.:
Account No.: 5595690, Code 01900
(Personal Property)
2. The rights of the public in and to that portion of the herein described property
lying within the limits of roads and highways.
3. Limited access in deed to the State of Oregon, by and through its Department of
Transportation, Highway Department, which provides that no right or easement of
right of access to, from, or across the State Highway other than expressly provided
therein shall attach to the abutting property.
Recorded: March 20, 1959
Document No.: 62857, Lane County Records
4. An easement created by instrument, including the terms and provisions thereof,
Recorded: May 26, 1977
Document No.: 77-31662, Lane_County Records
In favor of: City of Eugene, for the benefit of
the Eugene Water & Electric Board,
a municipal corporation of
Lane County, Oregon PRE.SUBMITTAL REC'D
APR 7 2010
Lot Book Report
Page 30f 7
-~
Western T;tle&E"",w
Lot Book Report
.
.
Order No.: 34007
5. An easement created by instrument, including the terms and provisions thereof,
Recorded: September 11,1979
Document No.: 79-54459, Lane County Records
In favor of: The City of Springfield,
a municipal corporation,
in Lane County, Oregon
6. Revocable License Agreement, including the terms and provisions thereof,
Recorded: August 5,1988
Document No.: 88-31975, Lane County Records
7. Revocable License Agreement, including the terms and provisions thereof,
Recorded: August 5,1988
Document No.: 88-31976, Lane County Records
8. Improvement Agreement and Application for Sewer Hookup, including the terms
and provisions thereof,
Recorded: June 14, 1996
Document No.: 96-40071, Lane County Records
9. Unrecorded Option and Lease Agreement, including the terms and provisions
thereof,
Dated: September 3, 1996
Lessor: McKay Investment Company,
a partnership
Lessee: US West NewVector Group, Inc.
(covers additional property)
Disclosed by Memorandum of Option and Lease Agreement
Recorded: Ma rch 5, 1997
Document No.: 97-14696, Lane County Records
10. Improvement Agreement and Application for Sewer Hookup, including the terms
and provisions thereof,
Recorded: Ma rch 30, 1998
Document No.: 98-22031, Lane County Records
. 11. Unrecorded Option and Site Lease Agreement, including the terms and provisions
thereof,
Dated: April 1, 1999
Lessor: McKay Investment Company,
a partnership
Lessee: US West Wireless, L.L.c.
(covers additional property)
Disclosed by: Memorandum of Lease
Recorded: rviay 11, 1999
Document No.: 99-042227, Lane County Records
PRE.SUBMITTAL REC'D
APR 7 2010
Lot Book Report
Page 40f 7
-~-
Western TiU, "EE''''W
Lot Book Report
.
.
Order No.: 34007
12. Unrecorded lease, including the terms and provisions thereof,
Dated: May 31,2001
Lessor: McKay Investment Co., LLC
Lessee: Master Towers, LLC
(covers additional property)
Disclosed by: Memorandum of Lease Agreement
Recorded: July 10, 2001
Document No.: 2001-042842, Lane County Records
Memorandum of The First Amendment to The Wireless Communications
Management Agreement, including the terms and provisions thereof,
Recorded: February 5, 2002
Document No.: 2002-009673, Lane County Records
13. Unrecorded Lease and Option, including the terms and provisions thereof,
Dated:
Lessor: McKay Investment Company, LLC,
an Oregon limited liability company
Lessee: Cricket Oregon Property Company,
a Delaware corporation
(covers additional property)
Disclosed by Memorandum of Lease and Option
Recorded: October 30, 2001
Document No.: 2001-072228, Lane County Records
Assignment of the lessee's interest,
Dated: September 28, 2005
Recorded: October 24, 2005
Document No.: 2005-084346, Lane County Records
From: Cricket Communications, Inc. and
Cricket Oregon Property Company
To: Mountain Union Telecom, LLC
14. Assignment and Assumption of Leases (Shelly Street / Yolanda), including the
terms and provisions thereof,
Recorded: August 24, 2007
Document No.: 2007-059773, Lane County Records
From: McKay Investment Company, LLC,
an Oregon limited liability company
To: McKay Commercial Properties, LLC,
an Oregon limited liability company
15. Existing leases and tenancies, if any.
PRE.SUBMITTAL REC'O
APR 7 2010
Lot Book Report
Page 50f 7
~-
Western T;t:e&bcrew
Lot Book Report
.
.
Order No.: 34007
This report is to be utilized for information only. Any use of this report as a basis
for transferring, encumbering or foreclosing the real property described will
require payment in an amount equivalent to applicable title insurance premium as
required by the rating schedule on file with the Oregon Insurance Division.
The liability of Western Title & Escrow Company of Lane County is limited to the
addressee and shall not exceed the premium paid hereunder.
Any questions concerning the Lot Book Report should be directed to Jerrilyn Egger at
541-431-3710, or email atieaaer@lwesterntitle.com.
PRE-SUBMITIAL REC'O
APR 7 2010
Lot Book Report
Page 60f 7
~.
Western Ti"o&.Ew,.",
Lot Book Report
.
.
Order No.: 34007
Exhibit "A"
Beginning at a point being South 1429.74 feet and West 1662.74 feet from the Northeast
corner of The John G. Day Donation Land Claim No. 58, in Township 17 South, Range 3
West of the Willamette Meridian; thence South 890 39' 20" East 1439.33 feet; thence South
00 20' 40" West 240.00 feet; thence South 160 06' 00" East 62.56 feet; thence South 00 20'
40" West 237.43 feet; thence South 890 45' 20" West 750.05 feet; thence North 520 01' 20"
West 892.80 feet to the point of beginning, in Lane County, Oregon.
EXCEPTING THEREFROM: Beginning at the Southwest corner of Lot 1, Block 8, EUGENE
SPRINGFIELD INDUSTRIAL PARK FIRST ADDITION, as platted and recorded in Book 66, Page
13, Lane County Oregon Plat Records; thence South 160 06' East 62.56 feet; thence North
. 89039' 20" West 17.71 feet; thence along the arc of a 50.00 foot radius curve right, having
a central angle of 2860 15' 40" (the chord of which curve bears North 00 20' 40" East 60.00
feet) a distance of 249.81 feet to the point of beginning, in Lane County, Oregon.
ALSO EXCEPTING: Beginning at the Southwest corner of Lot 1, Block 7, EUGENE
SPRINGFIELD INDUSTRIAL PARK FIRST ADDITION, as platted and recorded in Book 66, Page
13, Lane County Oregon Plat Records; thence South 890 45' 20" West 60.00 feet; thence
North 00 20' 40" East 218.12 feet; thence along the arc of a 50.00 foot radius curve left (the
chord of which curve bears North 650.05' 24" East 46.76 feet) a distance of 48.65 feet;
thence South 890 39' 20" East 17.71 feet; thence South 00 20' 40" West 237.45 feet to the
point of beginning, in Lane County, Oregon.
ALSO EXCEPTING: Beginning at the Northwest corner of Lot 1, Block 8, EUGENE
SPRINGFIELD INDUSTRIAL PARK FIRST ADDITION, as platted and recorded in Book 66, Page
13, Lane County Oregon Plat Records; thence North 890 39' 20" West 180.00 feet; thence
South 00 20' 40" West 240.00 feet; thence South 890 39' 20" East 100.00 feet to the
Westerly margin of Shelley Street cul-de-sac; thence along the Westerly margin along the
arc of a 50.00 foot radius curve right (the chord of which curve bears South 890 39' 20" East
80.00 feet a distance of 92.73 feet) thence leaving said margin North 00 20' 40" East
240.00 feet to the point of beginning, in Lane County, Oregon.
ALSO EXCEPTING: Beginning at a point being North 890 39' 20" West 180.00 feet from the
Northwest corner of Lot 1, Block 8, EUGENE SPRINGFIELD INDUSTRIAL PARK FIRST
ADDITION, as platted and recorded in Book 66, Page 13, Lane County Oregon Plat Records;
thence North 890 39' 20" West 180.0 feet; thence South 00 20' 40" West 240.00 feet;
thence South 890 39' 20" East 180.00 feet; thence North 00 20' 40" East 240.00 feet to the
point of beginning, in Lane County, Oregon.
ALSO EXCEPTING: Beginning at a point being South 89045' 20" West 60.00 feet from the
Southwest corner of Lot 1, Block 7, EUGENE SPRINGFIELD INDUSTRIAL PARK FIRST
ADDITION, as platted and recorded in Book 66, Page 13, Lane County Oregon Plat Records;
thence South 890 45' 20" West 200.00 feet; thence North 00 20' 40" East 270.11 feet;
thence..South 890 39' 20" East 152.28 feet; thence along the arc ofa ..50.00 foot radius
curve left (the chord of which curve bears South 430 20' 40" East 69.07 feet) a distance of
76.25 feet; thence South 00 20' 40" West 218.12 feet to the point of beginning, in Lane
County, Oregon.
PRE.SUBMITIAl RECIO
APR 7 2010
Lot Book Report
Page 70f 7
~
We 5 t ern Title &.Escrow
.
t~ r \ I :I: JI NANO'
\ Ul\ If I 01
I
\ Ie,\
\ \~ I
\ \\} I LOOP LOCHAVEN
~
"" A{g..-r /7'?~. d.;i"
\OQQ
,
...... ~~'
903"" ~~,5J l
. .-~ .2'~66:" -.>...., p.c..... \,0 I:....('~ - - ',~ _ ...
EUGENE SPRINGFIEkP.; - - ~".. -\~.IHIGHWA Y.
_ _ _ _S.II::rZ2'E 2~'_ ~_-=-,s.s"~ _ _ _ _ I J.
I, .~. . $.SS"$4"E. '~r' - - ~ -, ,
I ,N YV Cor _" '.,.. -- ,."
I ~ No59 ,7'-:j.""- .:;l~"
11/4cO~._ ~.'- '; Il,
r'f. ~ ,7...... .------:.u;;j,~
.:.::.o::-...'J1 ~-
<T
co
'"
r0
o
l"-
e.-
<I
::;
..rtI'tP~~
.....,~./7..
w
w
Ul
-
~
.
L :::J
I'
.0'
ISO.:::J..;..z.'
LOCHAVE
c
I See /II
\ scorTS
1&0'
=-.trrIi/5Sb"fIL.
0, '
IlIO'
905
1>
~
MAP l'
8"
.
~.M"'EB$.E..- ~Q'
,. I ll~ "<e
i ~.~6S
SHE,LLEY STREET h "
~~.MrS?t'1'.Ea.6z1J$P.77
....V-4"dv.- RL~..w.:MJ
LOT 8 25.16
800
IUb"OG,'\\f.
w...s"
17-03-27-2-4
L904 / .i,
":1 ~5.WIoO'~ ~!f
~:;. "'.......o:~ a"
t: -: 8~
;& i
).,,00'
2<
-,-'
-
r
, ~
~
p
~
.),
,Po'-
~~.7Ifi'
R'"
o
,""'"
.s:~2~'~
" '6".1.,
," 1 ..00 .
'...1", .".
3CO.SJ'-
S ~z..t5
a..o.S'
WEST QUIPfALT
'TR~,ET
~.o\
WEST QU
PRE-SUBMITTAL REC'D
APR 7 2010
.
~/D/f Lf
Page] of]
From: MCEACHERN Clayton [cmceachern@ci.springfield.or.us]
Sent: Thursday, January ]4,2010 2:50 PM
To: SS&W Inc. - Engineers User
Subject: RE: Stormwater Scoping Sheet
Hi Michael. Matt Stouder asked me to get back with you about this application. Weare not requiring a drainage
study for this since there will not be any change in impervious area (based on the plans that were submitted to the
building department for the new truck dock). We do have some requirements for stormwater quality related to
truck docks. The first 3 feet of the dock (measured from the building or dock face) must be hydraulically isolated,
covered and plumbed to the sanitary sewer. Most loading docks use a trench drain across the ramp just before the
sump area and a small area drain to the sanitary sewer at the low point of the sump.
In addition the drawing showed a new trash enclosure, this must also be covered, hydraulically isolated. and
plumbed to sewer. Usually a raised lip (kind oflike a speed bump)is put around the enclosure at the drip line of
the cover and an area drain provide at the low spot under the cover.
Both of these measures are required by our Engineering design standards and procedures manual and technical
details are located in the Portland stormwater management manual ch 4.
Let me know if you have any questions-we usually work out any compromises necessary on retrofitting existing
sites to meet as many of the above requirements as possible if they can't reasonably be met due to existing'
structures.
From: SS&W Inc. - Engineers User [mailto:email@ssw-engineer.com]
Sent: Thursday, January 14,20109:02 AM
To: STOUDER Matt
Subject: Stonnwater Scoping Sheet
Matt
Attached is the stormwater scoping sheet for a new truck dock located on Shelley St. The City permit number is C0M2009-
01758. Thank you.
Michael A Cox. KI.T.
SSW Engineers Inc.
2350 Oakmont Way, Suite 105
Eugene, OR. 97401
Tel: (541) 485-8383
Fax: (541) 485-8384
Email: email@ssw-engineer.com
PRE.SUBMITTAL REC'D
APR 7 2010
fiJe://F:\JOBS\6800.s\6809\Email\Incoming\REStormwaterScopingSheet.htm 3/30/2010
SPRING.D
PUBLIC WORKS DEPARTMENT /Engineering Division Phone: (541) 726-3753 Fax: (541) 736-1021
MARCH 5, 2004
REQUIRED STORMW ATER SCOPING SHEET USE POLICY:
In October 2003, Springfield Public Works released a trial "stonnwater scoping sheet," provided to help
engineers and developers meet stonnwater requirements in the Springfield Development Code (SDC) and
Engineering Design Standards and Procedures Manual (EDSPM). After a five month trial period, it became
apparent that users of the scoping sheet submitted much more complete applications than non-users. An
added bonus was a decrease in the overall review time spent on the applications, resulting in quicker notice of
decisions.
As a result of the benefits of the scoping sheets, the City has decided to make their use a mandstory process.
As of April 12, 2004, the use of stonnwater scoping sheets will be required for all applications which require
development review. All applications submitted to the City shall provide four (4) copies of a completed
stormwater scoping sheet with the application packet. Attached with this letter is the latest version of the
scoping sheet, which reflects changes requested by the development conununity.
PLEASE NOTE: SUBMITTED APPLICATIONS WILL NOW BE REQUIRED TO SUBMIT A
COMPLETED STORMWATER SCOPING SHEET, STORMWATER STUDY AND PLANS IN
CONFORMANCE WITH THE SCOPE REQUIREMENTS
DIRECTIONS FOR USING STORMWATER SCOPING SHEETS ARE AS FOLLOWS:
1. Obtain scoping sbeet from application packet, city website, or otber location
2. Fill out project informatiou (top balf of front sbeet) prior to commencement of work on stormwater
stndy (note: do not sign scoping sbeet nntil it is received from tbe City with reqnirements cbecked).
3. Mail, fax, or email all pages to: City of Springfield, Pnblic Works Dept., Attn: Matt Stouder
4. Receive completed scoping sbeet (filled out by tbe City) indicating minimum requirements for a
complete stormwater study
5. Inclnde four (4) copies of complete scoping sbeet (sigued by engineer at tbe bottom of page 2),
stormwater study and plans tbat comply witb tbe minimum required scope with submittal of
application packet. Tbe scoping sbeet sball be included as an attacbment, inside tbe front cover oftbe
stormwater study.
Stormwater scoping sheets can be found with all application packets (City website and the Public Works front
counter) as well as on the Public Works webpage at either: www.ci.springfield.or.us/Pubworks/whatsnew.htm
or under the link for "fillable fonns" at www.ci.soringfield.oLuslPubworkslDesignfstart.htm. Thank you in
advance for working with the City of Springfield with this new process.
Sincerely,
Matt Stouder, Civil Engineer
City of Springfield, Public Works/Engineering
Email:..mstouder@ciospringfieldoor.us
Phone: (54 I) 736- 1035
Fax: (541) 736-1021
PRE-SUBMITTAL RECIO
APR 7 2010
Revised 11/19/09
8 of 10
SPRING.~
i'~=-_
-
PUBLIC WORKS DEPARTMENT /Engineering Division Phone: (541) 726-3753 Fax: (541) 736-1021
STORMW ATER MANAGEMENT SYSTEM SCOPE OF WORK
---- (Area below this line filled out by Applicant) ----
(Please return to Matt Stouder@CityofSpringfieldPublic Works Engineering; Fax # 736-1021, Phone # 736-1035.)
Project Name: Ne.w Trvc.-K Doc-k Applicant: SSw E:f\.....',oeer5 I"c.
Assessors Parcel #: \1- 03-27-0-0 . Date:' 01 { 0(0 {'"'z.o J 0
Land Use(s): LiJ\-.-\- Mecl ;\AN\ \",1 ....d.r;a...-l Phone #: 5'1 \ - l.J85 - 8383
Project Size (Acres): 0, \0<0 Fax#: 5'-1\ - 485 - 8~8 4
Appro;, Imperyri~llsArea: 0, '0 Co Email: PYY)Ov; \ Q <c w- e"",;Y\cc r , c.om
; ......:,0.'. ."....- ," ":<-'-":~'c;',,';',,'~,;":;'-'_":_: '.'.<-.-.;:. ' :,' -.-" /.-_.;, ", :.', ';', .. .. .. ..".-, :-... .... .-': ~ . -'.-.
Project Description (Include a copy of Assessor's map): +"'^ G \c. clOG lc o."d a.SS8G \ a... \--e...J.
c.o,,~ \-r,^-c-~, 0,,", o~ "''' 8S fool- \onj
s;;h,. (VI +ero_A' :0'AS +0 o..cCQ 0->"",ozl,,..k "0"'-' 10oA:'J dod:..
Drainage Proposal (Pnblic connection(s), discharge location(s), etc. Attach additional sheet(s) if necessary:
l\Je,wC<A-l-oh . .betS"" is ;~s+",.JIe.ul I'" low po,..--1- o~ +ru.c.k. J,ock. tOr
p,^cpi:JSe of Olro..'''';^j docl<. o.nd C\ol)o.~ i",puv',ov..s ",re.CA.. St-<>,yv\ wahor
-.<; ('....."'pc). +0 e.:,st'cY"IJ ca..tc\.. bo.5," thC\..-t jrt,,-v,+y flo"",s oR: s,k
to f'u..b\:c. sl-o.r..-..-. 1:"eS,
Proposed Stormwater Best Management Practices: c,,-toh bClS ;,.., o.,d
Propr;e-!-c-JV! "0: ~y. .approved . sto.Mw'^-ter tr~a.tlY)e"+ d-fl.v;c..e. II)
SUMp f''^ rA-p Sh\A.+- o~f 90. r S D v.: rcQ. 0on}ro/
(Area below this line tilled out bv the Citv and Returned to the Aoolicant)
(At a minimum, all boxes checked by the City on the front and back of this sheet shall be submilled
for an application 10 be complete for submillal, although other requirements may be necessary.)
Drainae:e Study Tvoe (EDSPM Section 4.03.2): (Note. un may be snbstituted for Rational'Method)
0 Small Site Study - (use Rational Method for calculations)
0 Mid-Level Development Study - (use Unit Hydrograpb Method for calculations)
0 Full Drainage Development Study - (use Unit Hydrograpb Method forcalcuJations)
Environmental Considerations:
0 Wellhead Zone: 0 Hillside Development:
0 Wetiand/Riparian: 0 Floodway/Floodplain:
0 SoiIType: 0 Other Jurisdictions:
Downstream Analysis:
0 N/A
-EJ 'Flowline'forstarting water surface elevation:
0 Design HGL to use for starting water surface elevation:
0 Manhole/Junction to take analysis to:
Return to Matt Stouder IliJ. City ofSDrimmeld, email: mstouderlliJ.ci.snrinlrtield,or.us, FAX: (541) 736-1021
Revised 11/19/09
PRE-SUBMITTAL REC'D
APR 7 2010
9 of 10
. .
COMPLETE STUDY ITEMS I For Official Use Only
* Based upon the information provided on the front of this sheet, the following represents a minimum of what is needed for an
application to be completefor submittal with respect to drainage: however, this list should not be used in lieu of the Springfield
Development Code (SDC) or the City's Engineering Design Manual. Compliance with these requirements does not constitute site
approval; Additional site specific information may be required Note: Upon scoping sheet submittal, ensure comp/etedfarm has
been signed in the space provided below: .
Interim Design Standardstwater Quality (EDSPM Cbapter 3)
Req'd N/A
o 0 All non-building rooftop (NBR) impelVious surfaces sball be pre-treated (e.g. multi-chambered catcbbasin wloil
filtration media) for stormwater quality. Additionally, a minimum of 50% of the NJjR impelVious surface shall be
. treated by vegetated methods.
o 0 Where required, vegetative stormwater design shall be consistent with interim design standards (EDSPM Section 3.02),
set forth by the Bureau of Environmental SelVices (BES) or Clean Water Services (CWS).
o 0 For new NBR impelVious area less than 15,000 square feet, a simplified design approach may be followed as specified
by the BES for vegetative treatment.
o 0 If a stormwater treatment swale is proposed, submit calculations/specifications for sizing, velocity, flow, side slopes,
bottom slope, and seed mix consistent with either BES or CWS requirements.
o 0 Water Quality calculations as required in Section 3.03.1 of the EDSPM
o 0 All building rooftop mounted equipment;or other fluid containing equipment located outside of the building, shall
be provided with se~ondary containment or weather resistant enclosure.
General Study Reqnirements (EDSPM Section 4.03)
o 0 Drainage study prepared by a Professional Civil Engineer licensed in the state of Oregon.
o 0 A complete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map.
'0 0 Calculations showing system capacity for a 2-year storm event and overflow effecis of a 25-year storm event
o 0 The time of concentration (Tc) shall be determined using a 10 'minute start time for developed basins.
Review of Downslteam System (EDSPM Section 4.03.4.C)
o 0 A downstream drainage analysis as described in EDSPM Section 4.03.4.C. On-site drainage shall be governed by the
, Oregon Plumbing Specialty Code (OPSC).
o 0 Elevations of the HGL and flow lines for both city and pnvate systems where applicable.
Design of Storm Systems (EDSPM Section 4.04)
o 0 Flow lines, slopes, rUn elevations, pipe type and sizes clearly indicated on the plan set.
o 0 Minimum-pipe-covershall be 18 inches for reinforced pipe and 36 inches for plain concrete and plastic pipe materials,
' or proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 80,000 lb
load without failure of the pipe structure. '
o 0 Marming's "n" values for pipes shall be consistent with Table 4-1 of the EDSP" All storm pipes shall be designed to
achieve a minimum velocity of three (3) feet per second at 0.5 pipe full based on Table 4- I as well.
Other/Misc
o 0 Existing and proposed contours, located at one foot intelVal. Include spot elevations and site grades showing how site
drains '
o 0 Private stormwater easements shall be clearly depicted on plans when private stormwater flows from one property to
another
o 0 Drywells shall not receive runoff from any surface WiD being treated by one or more BMPs, with the exception of
residential building roofs (EDSP Section 3.03.4.A). Additional provisions apply to this as required by the DEQ. Refer
to the website: www.deo.state.or.us/wahrroundwa/uichome.hcm for more information.
o 0 Detention ponds sball be designed to limit runoff to pre-development rates for the 2 through 25-year storm events
*This.(o~~shall be ;n~I:!.~~~.as an attach~~t, jnsjd~.t~efronfc~~~~, ofth~ st,!~'!?!'.O!eT study
. IMPORTANT: ENGINEER PLEASE READ BELOW AND SIGNI
As the engineer of record, I hereby certifY the above required items are complete and included with the submitted stormwater study
and plan set.
Signature: Date:
PRE-SUBMITTAL REC'O
APR 7 2010
Revised 11/19/09
10 of 10
EXISTING LAIVSCAPE
STRIP tJEHIND EXrR1E>El:!
URB
EXISTINS ELECTRICAL
TRANSFORMERS (SEE SHEET CO.l.
EXISTlNt; COM:JIT!0N5)
NEW C-.AN:JPY OVER EXISTING
MECHANICAL EOJIP/-fNr; '185
SWARE FER
EXIS TINe LlGUlD NITI<'Ol5EN
STORA6E TANK, BOlLARDS, AND
STRIPING. SEE SHEET CO./
EXlSTlN5 CANOPf OVER 6JG.1'CLE
PARKIN5
ADD ONE HAT" DIRECTIONAL
ARROH AT BOrn ElVS Of AISLE
.
ex.n,"td S
.
100'-0'
b'-2~'
3,!}'-II"
73'-0'
EXISTlN5 5(>>ID HALL. IMFROVEMENTS TO THE
SOJIC) f-iALL ARE lINOERNAT"; lHVER CITY Of
5PR1N6FIELO PERMIT ~ COM 2010-00254
if!
~
'r
~
\>
~
r--,
1(1
IMlSC, I
~15J
I Ea!p.l
1...)1
I I
L_~
"lOB
.
~EXJSTINS
BOL1..ARDS, TYP
~-
EXISTING FENCE
\>
3
.
!!'JOB
RfSTRIPE EXl5nl<<5 SPACES TO q'-o' HIDE 4S'~
D/Al50NAL PARKINS, IlGLlDlN5 HANDICAP SPACE'
WITH AO..t?ININ6 8'-0. WIDE AISLE ON THE RI6HT
SIDE. AND CONTINJ!N6 6'-0" WIDE STRJPlN& TO
FRONT DOOR AS SHOWN. /NOTE, PROVIDES TN?
ADDITIONAL PARKIN6 SPACES)
QJ.....
HANDICAP PARKINO
SPACE SEE SIGN
/JET AIL 81G6.0
SA/(H/ (E)5ANITAR1'~
-----0----------_
RELOCATE EA5T EN[) OF ISLANlJ
7'-3't RRrnER YEST. PROVIDE
NEW 6' EXTI'<1DEO CONCRETE
c:..tJRB. INSTALl. NEW 3' ASA1AL T
TO HATCH EXISTIN6 6RAOES.
ACGESSAiSLE
!!'Jco
NEW OPENIN6 wlorn
@
REDUCEO
SITE DEVELOPMENT
PLAN
t)
tOT TO sc.ALE
PRE.SUBMITTAL RECIO
APR 7 2010
SSW ENGINEERS",
CIVil' STRUCTURAL- BUILDING DESIGN
SURVEYING -LAND USE PLANNING
2350 Oakmon! Way. Suite 105. Eugan.. Or..gon 97401
(541)485-8383 Fax(541)485-8384
www.ssw..ngin........com
job
drown
dote
checked
filed
09-6809
GeF
04'01/10
MAJOR MODIFICATION of SITE REVIEW for
SITE IMPROVEMENTS AT TURTLE MOUNTAIN
1100 SHELLEY STREET, SPRINGFIELD, OR 97477
OWNER MCKAY COMMERCIAL PROPERTIES
76 CENTENNIAL LOOP, SUITE 0, EUGENE, OR 97401
SHEET
@~o@