HomeMy WebLinkAboutApplication APPLICANT 9/29/2009
;City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
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Site Plan Review
A licant Name: Jock Gibson
Phone: 541.998.8544
Com an :
Gibson & Gibson, LLC
Fax:
541.998.4667
Address:
1120 I Street, Junction Ci
L." ~
A Iicant's Re .: Kristen Ta lor
Phone: 541.687-7902
Com an :
Address:
TBG Architects & Planners/lnc
Fax:
541.687.0625
A~:_:"'>. ,,_-.
Gibson & Gibson, LLC
Phone: 541.998.8544
Fax: 541.998.4667
1120 I Street, Junction Ci , Oreoon 7488
ASSESSOR'S MAP NO: 17-02-35-32
TAX LOT NO S 5317
6898 Main Street
32,236 s uare feet or 0.74 acres
Acres ~ S uare Feet ~
Pro osed Name of Pro"ect: 69th&MainRetailAddition
Description of
Pro osal:
Use:
If you are filling in this form by hand, please attach your proposal description to this application.
A building addition to the existing 2,900-square-foot Dari M~rt convenience store building including a
minimum of two retail tenant spaces totaling approximately 4,600 square feet and the update of the site
inrrastructure and arkin associated with the addition.
Associated A lications:
Pre-Sub Case No.: PR.e2co
Si ns:
COd.-S
Date:
Reviewed b
lJ1L-
Case No.:
Date:
Reviewed b
~ '.00
Posta e Fee: $
A Ii cation Fee: $ ~L.\-&.OO
TOTAL FEES: $
ECT NUMBER: 'Pr2J2.lJ07-0IJO?'&
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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 a nowl dges that the information in this application is correct and accurate for scheduling of the
Pre- Submi ill Me Ing.
Owner:
Signa re
~
~O<l..I<'"
Date:
- O/q-
Print
?;,~~/
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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-SUBMITTAL REC'D
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Site Plan Review Application Process
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1. Applicant Submits a Site Plan Review Application for Pre-Submittal
. The application must conform to the Site Plan Review Submittal Requirements
Checklist on pages 4-7 of this application packet.
. A pre-submittal meeting to discuss completeness is mandatory, and pre-submittal
meetings are conducted every Tuesday and Friday, from 10:00 am - noon.
. Planning Division staff strives to conduct pre-submittal meetings within five to seven
working days of receiving an application.
2. Applicant and the City Conduct the Pre-Submittal Meeting
. The applicant, owner, and design team are strongly encouraged to attend the pre-
submittal meeting.
. The meeting is held with representatives from Public Works Engineering and
Transportation, Community Services (Building), Fire Marshall's office, and the Planning
Division and is scheduled for 30 to 60 minutes.
. . The Planner provides the applicant with a Pre-Submittal Checklist specifying the items
required to make the application complete if it is not already complete, and the
applicant has 180 days submit a complete application to the City.
3. Applicant Submits a Complete Application, City Staff Review the Application and
Issue a Decision
. A complete application must conform to the Site Plan Review Submittal Requirements
Checklist on pages'4-7 of this application packet.
. A Type II decision, made after public notice, but without a public hearing, unless
appealed, is issued within 120 days of submittal of a complete application.
. Mailed notice is provided to property owners and occupants within 300 feet of the
property being reviewed and to any applicable neighborhood association. In addition,
the applicant must post one sign, provided by the City, on the subject property.
. There is a 14-day public comment period, starting on the date notice is mailed.
. Applications are distributed to the Development Review Committee, and their
comments are incorporated into a decision that addresses all applicable approval
criteria and/or development standards, as well as any written comments from those
given notice.
. Applications may be approved, approved with conditions, or denied.
. At the applicant's request, the Planner can provide a copy of the draft land use decision
prior to issuing the final land use decision.
. The City mails the applicant and any party of standing a copy of the decision, which is
effective on the day it is mailed.
. The decision issued is the final decision of the City but may be appealed within 15
calendar days to the Planning Commission or Hearings Official.
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Site Plan Review Submittal Requirements 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.
[8J 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.
[8J Site Plan Review Application Form
[8J 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.
[8J Copy of the Deed
[8J Copy of a Preliminary Title Report issued within the past 30 days documenting
ownership and listing all encumbrances.
[8J Copy of the Site Plan Reduced to 8 "x 11", which will be mailed as part of the
required neighboring property notification packet.
o Right-of-Way Approach Permit Application provided where the property has frontage
on an Oregon Department of Transportation (ODOT) facility. (Reference attached Site
Plan Review Submittal Requirements Checklist Non-Applicable Items Letter.)
[8J 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. .
o 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.
[8J Seven (7) Copies of the Following Plan Sets for Pre-Submittal OR
Eighteen (18) Copies of the Following Plan Sets for Submittal
[8J 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.
[8J All plan sets .must be folded to 8 "by 11" and bound by rubtpRE2SUBMIlTAL REC'O
a. Site Assessment of Existing Conditions SEP 29 2009
[8J Prepared by an Oregon licensed Landscape Architect or Engineer
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IZl Vicinity Map
IZl 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.
IZl 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
IZl The 100-year floodplain and floodway 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
D 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
D Physical features including, but not limited to trees 5" in diameter or greater when
measured 4 feet above the ground, significant clusters of trees and shrubs, riparian
areas, wetlands and rock outcroppings
D 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. (Reference attached Site Plan Review Submittal
Requirements Checklist Non-Applicable Items Letter.)
b. Site Plan
IZl Prepared by an Oregon licensed Architect, Landscape Architect, or Engineer
IZl 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
IZl Location and height of existing or proposed fences, walls, outdoor equipment, storage,
trash receptacles, and signs
IZl Location, dimensions, and number of typical, compact and disabled parking spaces;
including aisles, wheel bumpers, directional signs, and striping
IZl 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
D Observance of solar access requirements as specified in the applicable zoning district. .
(Reference attached Site Plan Review Submittal Requirements Checklist Non-
Applicable Items Letter.) . PRE.SUBMIITAl REC'D
IZl On-site loading areas and vehicular and pedestrian circulation
IZl Access to streets, alleys, and properties to be served, including the ~Jtat~o~ ~~llJI
dimensions of existing and proposed curb cuts and curb cuts proposed to be closed
IZl Location, type, and number of bicycle parking spaces
D Location of existing and proposed transit facilities. (Reference attached Site Plan
Review Submittal Requirements Checklist Non-Applicable Items Letter.)
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
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uses. (Reference attached Site Plan Review SiIbmittal Requirements Checklist
Non-Applicable Items Letter.)
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o 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
required public improvements, 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. (Reference attached Site Plan Review
Submittal Requirements Checklist Non-Applicable Items Letter.) .
c. Improvement and Public Utilities Plan
IZI Prepared by an Oregon licensed Civil Engineer
IZI Location and width of all existing and proposed easements
o 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.
o Location and type of existing and proposed street lighting. (Reference attached Site
Plan Review Submittal Requirements Checklist Non-Applicable Items Letter.)
o Location of existing and required traffic control devices, fire hydrants, power poles,
transformers, neighborhood mailbox units, and similar public facilities
IZI Location, width, and construction material of all existing and proposed sidewalks,
sidewalk ramps, pedestrian access ways, and trails
IZI 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
IZI Prepared by an Oregon licensed Civil Engineer
IZI Planting plan prepared by an Oregon licensed Landscape Architect where plants are
proposed as part of the stormwater management system
IZI Roof drainage patterns and discharge locations
IZI Pervious and impervious area drainage patterns
IZI 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
IZI 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)
IZI Amount of proposed cut and fill. (Reference attached Site Plan Review Submittal
Requirements Checklist Non-Applicable Items Letter.)
e. Landscape Plan
IZI Drawn by a Landscape Architect
IZI Location and dimensions of landscaping and open space areas to include calculation of
landscape coverage (Please find on Sheet Al)
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[g] Screening in accordance with SDC 4.4-110
[g] Written description, including specifications, of the permanent irrigation system
o Location and type of street trees. (Reference attached Site Plan Review Submittal
Requirements Checklist Non-Applicable Items Letter.)
[g] 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
[g] Exterior elevations of all buildings and structures proposed 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. (Reference attached Site Plan Review Submittal Requirements
Checklist Non-Applicable Items Letter.)
[g] Type and extent of shielding, including cut-off angles, and type of illumination,
wattage, and luminous area. (Reference attached Site Plan Review Submittal
Requirements Checklist Non-Applicable Items Letter.)
[g] Photometric test report for each light source. (Reference attached Site Plan
Review Submittal Requirements Checklist Non-Applicable Items Letter.)
o 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:
o Where a multi-family development is proposed, any additional materials to
demonstrate compliance with SDC 3.2-240. (Reference attached Site Plan
Review Submittal Requirements Checklist Non-Applicable Items Letter.)
o 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. (Reference attached Site Plan
Review Submittal Requirements Checklist Non-Applicable Items Letter.)
o A Geotechnical Report prepared by an engineer must be submitted concurrently if
there are unstable soils and/or a high water table present. (Reference attached
Site Plan Review Submittal Requirements Checklist Non-Applicable Items
Letter.)
o Where the development area is within an overlay district, address the additional
standards of the overlay district. (Reference attached Site Plan Review
Submittal Requirements Checklist Non-Applicable Items Letter.)
o If five or more trees are proposed to be removed, a Tree Felling Permit as specified
in SDC 5.19-100. (Reference attached Site Plan Review Submittal
Requirements Checklist Non-Applicable Items Letter.)
o . A wetland delineation approved by the Oreg,on DiViSiO~~~UBMlll~~REC'~ be
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submitted concurrently where there is a wetland on the property. (Reference
attached Site Plan Review Submittal Requirements Checklist Non-
Applicable Items Letter.)
o Any required federal or state permit must be submitted concurrently or evidence
the permit application has been submitted for review. (Reference attached Site
Plan Review Submittal Requirements Checklist Non-Applicable Items
Letter.) .
o Where any grading, filling or excavating is proposed with the development, a Land
and Drainage Alteration permit must be submitted prior to development.
(Reference attached Site Plan Review Submittal Requirements Checklist
Non-Applicable Items Letter.)
o Where applicable, any Discretionary Use or Variance as specified in SDC 5.9-100
and 5.21-100. (Reference attached Site Plan Review Submittal
Requirements Checklist Non-Applicable Items Letter.)
o 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. (Reference attached Site Plan Review Submittal
Requirements Checklist Non-Applicable Items Letter.)
PRE-SUBMITIAl RECIO
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September 29, 2009
City of Springfield
Development Services Department
225 Fifth Street
Springfield, Oregon 97477
RE:
Site Plan Review Pre-Submittal Application
69th & Main Retail Addition (200:710/1.3)
Project Address:
Assessor's Map & Tax Lot:
6898 Mai n Street
Assessor's Map 17-02-35-32
Tax Lot 5317
Gibson & Gibson, LLC
1120 Ivy Street
Junction City, Oregon 7488
Contact: Jock Gibson
TBG
I
ARCHITECTS &
PLANNERS/INC
132 East Broadway
Suite 200
Eugene, Oregon 97401
541-687-1010
541-687-0625 Fax
PRE-SUBMITTAl REC'D
SEP 29'2009
Owner:
Owner's
Representative:
_ __.. -".~_.:.:-.-~_.~_ _<.,;::,,;..J.
TBG Architects & Planners/lnc
132 East Broadway, Suite 200
Eugene, Oregon 97401
Voice 541.687.1010 . Fax 541.687.0625
ktaylor@tbg-arch.com
Attn: Kristen Taylor
On behalf of Gibson & Gibson, LLC, enclosed is a package with an application for a
Site Plan Review for the proposed 69th & Main Retail Addition. In accordance with
the Site Plan Review submittal requirements under SDC 5.17-100, the following is
provided for review by the City Staff:
Site Plan Review Application Form - 1 Copy
Site Plan Review Submittal Requirements Checklist - Non-Applicable Items - 1 Copy
The Property Deed - 1 Copy
A Preliminary Title Report - 1 Copy
Site Plan (8y," x 11 ") - 1 Copy
Attachments - 3 Copies:
Narrative
Exhibit A - Oregon Department of Transportation Statutory Warranty Deed
Exhibit B - Legal Description of Oregon Department of Transportation Portion
of OLD 69th Street Right-of-Way
Exhibit C - Oregon Department of Transportation Draft License for Ingress and
Egress
Exhibit D - E-mail from Debbi Rich, ODOT Property Agent, to Kristen Taylor,
TBG Architects & Planners/lnc, dated January 29,2009
Exhibit E - Exhibit Map of Public Easement Revision
Exhibit F - Legal Description of Existing Public Easement
John E. Lawless, AlA
Principal
James F. Alberson III, AlA
Principal
Darrell L. Smith, NCARS, FAIA
Principal
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City of Springfield
September 29, 2009
Page 2 of 2
Exhibit G - Legal Description of Portion of Public Easement to be Released
Exhibit H - Legal Description of Public Easement after Revision
Exhibit I - Letter from Clayton McEachern, City of Springfield Civil Engineer
dated July 12, 2009
Exhibit J - Letter from Bart E. McKee, PE, Springfield Utility Board, Senior Civil
Engineer dated October 30, 2007
Exhibit K - Stormwater Drainage Study by SS&W, Inc. - Engineers
Exhibit L - Parking Lot Lighting Fixture Specification & Photometric Test Report
Plan Sets - 3 Copies' (all dated September 29, 2009):
T1 -
C1 -
C2 -
0-
C4 -
A1-
A2 -
A3 -
LA-1 -
LA-2 -
LA-3 -
LA-4 -
LA-S -
Title Sheet
Existing Conditions
Site Utility Plan
Site Grading & Drainage
Detai Is
Site Plan
Floor Plan
Exterior Elevations
Planting Plan
Planting List
Specifications
Specifications
Specifications
PRE.SUBMITTAl RECtO
SEP 29 2009
If you have any questions, please do not hesitate to call me at your convenience.
Thank you for your time and consideration of this proposal.
KT/nl
cc: Jock Gibson, Gibson & Gibson, LLC
Mike Dahrens, SS&W, Inc. - Engineers
Michael Sanchez, Schirmer + Associates, LLC
'Note that 4 more copies of Plan Sets will be delivered to you on September 30, 2009.
Z:\PROJ\20Q71O Gibson 69th & Main\CorresplAgency\5ile Review Presubmittal 2009\200710-Site Review Cover Letter.doc
.. .
September 29, 2009
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TBG
City of Springfield
Development Services Department
225 Fifth Street
Springfield, Oregon 97477
ARCHITECTS &
PlANNERS/lNC
RE: Site Plan Review Pre-Submittal AppliCation
69th & Main Retail Addition (200803/1.3)
132 East Broadway
Suite 200
Eugene, Oregon 97401
541-687-1010
541-687-0625 Fax
Owner:
6898 Main Street
Assessor's Map 17-02-35-32
Tax Lot 5317
Gibson & Gibson, LLC
1120 Ivy Street
Junction City, Oregon 7488
Contact: Jock Gibson
PRE.SUBMITIAl RECIO
SE? 29 2009
Project Address:
Assessor's Map & Tax Lot:
NARRATIVE
In accordance with the Site Plan Review submittal requirements, this written
statement describes the proposed development and demonstrates that the proposal
complies with the criteria under SDC 5.17-100. The proposal is subject to the Type
II application review process per SDC 5.17-110(8).
I. Land Use Request
The present request is for approval of a building addition to the existing 2,900-
square-foot Dari Mart convenience store building including a minimum of two retail
tenant spaces totaling approximately 4,600 square feet and the update of the site
infrastructure and parking associated with the addition. Tenants have not yet been
identified. Generally, tenants will not be identified until after the core and shell
construction of the buildings. 'However, it is likely that Goodwill Industries will
occupy the larger tenant space on the western side of the existing building and a
specialty retail store or office use will occupy the smaller tenant space on the eastern
side of the existing building. The existing coffee kiosk and related queue lanes and
site infrastructure on the east side of the site are to remain unchanged. (Reference
the attached Site Plan for details.)
Additional details regarding this proposal are provided on the Site Plan Review
drawings, the remainder of this written statement, and other materials attached
herein.
John E. Lawless, AlA
Principal
James F. Alberson III, AlA
Principal
Darrell L. Smith, NCARS, FAIA
Principal
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City of Springfield
Site Plan Review Pre-Submittal Application
September 29,2009
Page 2 of 18
Design Intent:
The 69th & Main Retail Addition represents an effort to raise the standard of typical
neighborhood commercial development in the Thurston area:
. to enhance and upgrade the quality of local neighborhood commercial
development;
. to reduce the blighted appearance of parking by providing quality landscaping
surrounding the property; and
. to ensure compatibility between the neighborhood commercial and
surrounding residential development by using pedestrian-scaled architectural
features like awnings and windows (residential in character) as well as
pedestrian circulation from the public right-of-way to the front entrances of
the bu i Id i ng.
The proposed use is consistent with the Springfield Development Code (SDC) and the
Springfield Zoning Map. The subject property is within the Neighborhood
Commercial (NC) zoning district. Generally, retails sales and specifically,
convenience stores, are permitted uses in the NC zoning district subject to Site Plan
Review approval.
Additionally, consistent with the applicability of the Site Plan Review process and the
Springfield Development Code, the project addresses on-site stormwater
management to maintain the integrity of the City's watercourses by preserving water
quality. Similarly, the site and building design and orientation minimize possible
adverse effects on surrounding property owners and the general public. Per Public
Works Staff, this application is not required to include a Transportation Impact Study.
The project was designed with the understanding that its long-term viability as an
active commercial business located along 69th Street and Main Street depends on the
economic and ecological health of the local community. To this end, the 69th & Main
Street Retail Addition proposal attempts to balance economic concerns with careful
attention to residential neighborhood compatibility.
This request for Site Plan Review is proposed under the general approval criteria. As
demonstrated in Section IV below, the subject request meets all applicable code
criteria and should be approved as proposed.
PRE.SUBMITTAL REC'O
SEP 211 2009
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City of Springfield
Site Plan Review Pre-Submittal Application
September 29, 2009
Page 3 of 18
Design Team:
Owner and Applicant:
Gibson & Gibson, LLC
1120 Ivy Street
Junction City, Oregon 97488
Contact: Jock Gibson
541.998.8544. Fax 541.998.4667
jgibson@lochmead.com
Applicant's Representative and
Arch itect:
TBG Architects & Planners/lnc
132 East Broadway, Suite 200
Eugene, Oregon 97401
Contact: Kristen Taylor
541.687.1010. Fax 541.687.0625
ktaylor@tbg-arch.com
.
Civil Engineer and Surveyor:
SS&W, Inc. - Engineers
2350 Oakmont Way, Suite 105
Eugene, Oregon 97401
541.485.8383 . Fax 541.485.8384
Civil Engineer Contact: Ralph Wilson, PE
email@ssw-engineer.com
Surveyor Contact: Mike Dahrens, PLS
email@ssw-engineer.com
Landscape Architect:
Schirmer + Associates, LLC
375 West 4th Avenue, Suite 201
Eugene, Oregon 97401
Contact: Carol Schirmer, ASLA
541.686.4540 . Fax 541.686.4577
carol@schirmerassociates.com
PRE.SUBMITIAL RECIO
SEP 2 9'2009
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City of Springfield
Site Plan Review Pre-Submittal Application
September 29, 2009
Page 4 of 18
II. Site Description
A. Location and Site Context
This Site Plan Review Pre-Submittal request applies to Tax Lot 5317 of Lane
County Assessor's Map 17-02-35-32. The Gibson & Gibson, LLC site is
approximately 32,236 square feet (0.74 acres) in size. This parcel as described
will be referred to in this application as the subject site. Additionally, as
permitted by the Oregon Department of Transportation (ODOT), the design
proposes limited use of ODOT's properties along 69th Street for access, vehicular
circulation, landscaping and existing utilities. (Reference attached e-mail from
Debbi Rich, ODOT Property Agent, to Kristen Taylor dated January 29, 2009,
including: Draft License for Ingress and Egress, Legal Description of ODOT
Portion of OLD 69th Street Right-of-Way; and Exhibit A, Statutory Warranty
Deed.) The ODOT parcels are approximately 3,687 square feet (0.085 acres) in
size.
The subject site is located on the northwest side of the 69th Street and Main Street
intersection. Main Street (McKenzie Highway 126) is classified as a principal
arterial and 69th Street is classified as a major collector.
The subject site is located within the Springfield City limits and Urban Growth
Boundary. The Gibson & Gibson, LLC property is zoned Neighborhood
Commercial (NC) and currently developed with a Dari Mart convenience store
and a coffee kiosk. The ODOT property located directly east of the site is zoned
NC and currently developed with existing asphalt, 6" curb and landscape bed
adjacent to ODOT's Tax Lot 2101. The ODOT parcel, Tax Lot 2101 (1,307
square feet), located along 69th Street is zoned Low Density Residential (LDR) and
is currently developed with landscaping.
The properties located to the north, south, east and west of the subject site are
zoned Low Density Residential and developed primarily with single famiLY TtAL REC'O
residential homes. PRI:.SUBMI
The proposed development site is serviced nearby via Lane Transit District (LTD) SEP 292.009
Route 11. The nearest bus stops that are regularly serviced by this route are
adjacent to the site on Main Street near the intersection of 69th Street and Main
Street.
B. Existing Conditions and Site Access
The subject site is relatively flat and will take primary access to the public road
system via existing driveways located on 69th Street and Main Street. The
property is determined to be outside of the 500-year floodplain.
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City of Springfield
Site Plan Review Pre-Submittal Application
September 29, 2009
Page 5 of 18
ODOT -owned fee-title properties separate most of the site's frontage from the
69th Street public right-of-way. ODOT has given preliminary indication that they
will issue a License for Ingress and Egress for the project to maintain the existing
entry across their property via the existing 69th Street driveway for access,
vehicular circulation, landscaping and existing utilities. ODOT's issuance of the
License for Ingress and Egress is subject to the City of Springfield's approval of
access to 69th Street as noted in attached e-mail from Debbi Rich, ODOT
Property Agent, to Kristen Taylor dated January 29, 2009.
The existing landscaping on the site will be enhanced with new landscaping
consistent with the current development code standards. The existing trees on-
site and street trees will remain and tree protection measures will be observed as
needed to protect the trees and roots systems during construction. Reference the
planting plan for details.
III. Land Use History
The subject site was annexed into the City of Springfield in 1960.
As stated above, the subject site is located within the Springfield City Limits and
Urban Growth Boundary. It is zoned Neighborhood Commercial (NC).
IV. Approval Criteria: Site Plan Review Supporting Facts and Findings
PRE.SUBMITTAL RECID
SEP 2 9 2009
This section is organized by the applicable approval criteria per SDC 5.17-125.
Applicable approval criteria are outlined in bold italics below, followed by proposed
findings in normal text.
A. The zoning is consistent with the Metro Plan diagram, and/or the applicable
Refinement Plan diagram, Plan District map, and Conceptual Development
Plan.
Findings: Per the Eugene-Springfield Metropolitan Area General Plan, Plan
Diagram, the subject property falls within the Urban Growth Boundary and the
Metro Plan Boundary. The subject site is clearly designated Low Density
Residential on the 2004 Metro Plan Diagram. However, per the Metro Plan
Section G, Metro Plan Diagram, the second paragraph under Land Use
Designations, states that "Certain land uses are not individually of metropolitan-
wide significance in terms of size or location because of their special nature or
limited extent. Therefore, it is not advisable to account for most of them on the
Metro Plan Diagram. The Diagram's depiction of land use designations is not
intended to invalidate local zoning or land uses which are not sufficiently
intensive or large enough to be included in the Metro Plan Diagram." It was
determined in past City of Springfield land use and building permit applications
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City of Springfield
Site Plan Review Pre-Submittal Application
September 29,2009
Page 6 of 18
that this property is not sufficiently large enough to be included in the Metro Plan
Diagram. The existing NC zoning is consistent with the Springfield Zoning Map,
which is the guiding zoning document for this property.
The subject site falls within the Thurston' Area, which does not have an adopted
Refinement Plan or Plan District Map. There are no other relevant land use
planning documents for this site. The proposed use is consistent with the
Springfield Development Code (SDC) and as stated above, consistent with the
Springfield Zoning Map, the guiding zoning document for this property.
Generally, retail sales and specifically, convenience stores, are permitted uses in
the NC zoning district subject to Site Plan Review approval. The tenants for the
proposed additional building area have not yet been identified. However, the
uses will be permitted uses in the NC zoning district subject to review at the time
of tenant infill building permit submittal. Therefore, the zoning and proposed
development is consistent with this criterion.
B.
Capacity requirements of public and private facilities, including but not
limited to, water and electricity; sanitary sewer and stormwater management
facilities; and streets and traffic safety controls shall not be exceeded and the
public improvements shall be available to serve the site at the time 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.
Findings: The applicant is proposing to construct a building addition of
approximately 4,600 square feet to the existing 2,900-square-foot Dari Mart
convenience store building as well as update the site infrastructure and parking
associated with the addition on NC-zoned land with adequate public and private
facilities. Reference the attached civil engineering drawings for details on existing
and proposed facilities. Per SDC 4.3-125, all private utilities on the proposed
development site will be placed underground whenever possible. There are no
streets or public improvements proposed as part of this development. The
existing driveways on 69th Street and Main Street are proposed to remain
unchanged.
There is an existing public utility easement, which presently covers the entire
eastern end of the subject site and the ODOT property. Within this easement on
the subject site, there is an existing public 8" water main and gas line located
beside each other located adjacent to the ODOT property running in the north-
south direction. There is also a public 66" stormwater main and gas line that also
runs in the north-south direction along the eastern edge of the subject site and
ODOT site. The owner proposes to revise the existing blanket public utility
easement in this area of the subject site so the western edge of the easement
shifts to the east by only about 8 to 10 feet to more appropriately define the area
PRE-SUBMITTAL REC'D
SEP 2 9 2009
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City of Springfield
Site Plan Review Pre-Submittal Application
September 29, 2009
Page 7 of 18
required for the existing utilities. The owner has provided correspondence and
letters of consent for a proposed revised easement configuration by Springfield
Utility Board (SUB) for the water line, and the City of Springfield'. Reference the
attached Existing Conditions Plan for details regarding the exiting public utility
easement and ODOT property locations. Reference attached preliminary letters
from Clayton McEachern, the City of Springfield, and Bart E. McKee, Springfield
Utility Board. Also reference the existing and proposed draft public utility
easement descriptions.
The proposal has adequate water service available from an existing 8" public
water main located along Main Street. There is an existing lateral stub off this
main just east of the existing Main Street driveway for the private water lines.
There is also an existing 8" public water main off the Main Street public water
main that runs north-south through the subject property, which is located within
an existing public utility easement.
There is an existing overhead electric line running north-south adjacent to the
site's eastern property line, which provides adequate capacity to serve the
proposed development. There is an existing private underground electrical line
on-site that serves the existing building and has adequate capacity for the
proposed addition.
There are two existing sewer service stubs provided in the northwest portion of
the subject site, which are and can be utilized to convey sewage from the site to
the 12" public sanitary sewer main which runs within an existing public utility
easement along the north line of the subject site and conveys the sewage
westerly. The existing public sanitary sewer has adequate capacity to serve the ITI'^'L REC'O
development's needs. PRE-SUBM ,...
SEP 2 9 Z009
As noted above there are two existing gas lines located on the subject site within a
utility easement that can adequately serve the subject site. The existing building
on the site currently does not utilize natural gas.
There is an existing 8" storm pipe located along the north side of Main Street with
an existing 8" storm lateral stubbed to the subject site's southern property line.
The existing public stormwater main has adequate capacity to serve the
1 Please note that the original discussions with these agencies involved replacing the blanket easement with
minimal required easements for each of the public utilities (Le., ten-feet-wide for the SUB water line).
Although the agencies contacted are in general support, it became apparent that this approach was not
necessary. The current proposal maintains the blanket easement and only shifts the western edge of the
easement to the east to more appropriately define the area required for the existing utilities: Also note that
TBG has unsuccessfully attempted several times to contact NW Natural. The owner realizes that all affected
utility companies will need to approve the proposed change. The proposed building addition has been
moved to sit outside of the required minimum 10'-0" from the centerline of the 8" waterline in response to
Bart McKee's letter.
_..,.,-.:.-'....
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City of Springfield
Site Plan Review Pre-Submittal Application
September 29, 2009
Page 8 of 18
development's needs. See the attached Stormwater Management System Plan for
information regarding the required on-site stormwater management system
proposal.
As noted above, ODOT -owned fee-title properties separate most of the site's
frontage from the 69th Street public right-of-way. ODOT has given preliminary
indication that they will issue a License for Ingress and Egress for the project to
maintain the existing entry across their property via the existing 69th Street
driveway for access, vehicular circulation, landscaping and existing utilities.
ODOT's issuance of the License for Ingress and Egress is subject to the City of
Springfield's approval of access to 69th Street as noted in attached e-mail from
Debbi Rich, ODOT Property Agent, to Kristen Taylor dated January 29, 2009.
The existing public street and traffic safety control systems will not be exceeded
with the addition of the proposed development and are available to serve the site
at the time of development. As noted above, per Public Works Staff, the
proposed development does not require a Transportation Impact Study.
As demonstrated above as well as in the drawings and referenced attachments,
capacity requirements of public and private facilities, including but not limited to,
water and electricity; sanitary sewer and stormwater management facilities; and
streets and traffic safety controls have not been exceeded and the public
improvements are available, to serve the site at the time of development.
Therefore, the proposed development is consistent with this criterion.
The proposed development shall comply with all applicable public and private
desi~n and cons.truction standards contained in this Code and otfwrr._SUBMITIAl REC'D
applicable regulatIons. l'Kt; . ,
SEP ~ 9 2.009
c.
SDC 3.2-300 NC Zoning District Development Standards:
Findings: The tenants for the proposed multitenant building addition have not
yet been identified. However, all uses will be consistent with the allowed use
categories listed under the NC base zone per SDC 3.2-310 at the time of tenant
infill building permit submittal.
Specifically, the development complies with the NC Development Standards
(SDC 3.2-300 NC base zone) as follows (reference the attached Site Plan and
Exterior Elevation drawings for details):
. The Development Standards regarding area and frontage required under SDC
3.2-315 do not apply for three reasons. First, because the subject site was
created prior to 1982, it exceeds the minimum lot size of 6,000 square feet; it
is about 32,236 square feet. Second, the minimum lot size standard of SDC
. ,:,.. ~.:....;...........:....,...",~ ".
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City of Springfield
Site Plan Review Pre-Submittal Application
September 29, 2009
Page 9 of 18
3.2-3150 is a standard imposed for the creation of new lots or parcels. The
proposed development does not include partitioning or subdividing the
subject property. Third, this st5lndard is not a design or construction standard,
and therefore not applicable.
. Per SDC 3.2-315, the maximum lot coverage for a lot that is less than one
acre is 35 percent. The proposed lot coverage is about 25 percent, which falls
well below the required maximum.
. Per SDC 3.2-315, the minimum landscaping area shall not be less than 20
percent of the total development area. The proposed landscaping area is
about 21 percent, which meets the required minimum.
. Per SDC 3.2-315, the maximum parking, loading and vehicular circulation
area coverage is 45 percent. The proposed parking, loading and vehicular
circulation area coverage is 45 percent, which meets the required minimum.
. Per SDC 3.2-315, the minimum building front yard setback in the NC zone is
10'-0" and parking and driveway front yard setbacks are 7'-0". The buildings,
parking and driveways either meet or exceed the required front yard setbacks
along Main Street and 69th Street. Note that where the subject site is located
adjacent to the ODOT property without an identified ODOT Tax Lot number,
the 7'-0" parking and driveway front yard setback is met on the ODOT
property along 69th Street as permitted by ODOT for this development.
(Reference attached e-mail from Debbi Rich,ODOTPropertyAgent,to
Kristen Taylor dated January 29, 2009, including: Draft License for Ingress and
Egress, Legal Description of ODOT Portion of OLD 69th Street Right-of-Way;
and Exhibit A, Statutory Warranty Deed.) The minimum 7'-0" parking front
yard setback is met on the subject site where directly adjacent to ODOT Tax
Lot 2101.
. The interior and rear yard building setback is 10'-0" and the parking and
dr~veway int.erior and rear yard setbacks are 7'-0". T~e buildings, parking an.QRE SUBMITIAL REC'D
dnveways either meet or exceed the reqUired minimum 7'-0" setback frorli\ .
interior and rear property lines as required per SDC 3.2-315. SEP 292009
. The single-story building is compatible with adjacent development. The
proposed development site is within a 20'-0" height limitation zone. The
proposed building height is 20'-0," which meets the required height
restriction.
. On-site pedestrian circulation has been provided, which connects the
neighborhood commercial building tenant entrances to the trash area and
public sidewalk on Main Street. The site design either meets or exceeds the
required ADA minimum 3'-0" wide clear pedestrian pathway to accommodate
pedestrian circulation on-site. (The approximate 7'-0" wide walkway adjacent
to the building's front fac;ade accommodates 2'-0" vehicle bumper overhangs.)
. No outdoor merchandise display areas are proposed.
. No drive-through facilities are proposed.
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City of Springfield
Site Plan Review Pre-Submittal Application
September 29, 2009
Page 10 of 18
SDC 4.2-100 through SDC 4.3-145, Infrastructure Standards
SDC 4.2-105 Public Streets:
Findings: There are no public streets proposed with this development.
Therefore, this criterion is not applicable. Adequate access is already provided
through the adjacent street network and the proposed internal on-site circulation
of the development. There are no new driveways proposed. The existing
driveway on 69th Street and Main Street are proposed to remain.
SDC 4.2-110 Private Streets:
Findings: There are no private internal streets proposed with this development.
As outlined above, adequate access is already provided through the adjacent
street network and the proposed internal on-site circulation of the development.
Therefore, this criterion is not applicable.
SDC 4.2-115 Block Length:
Findings: There are no public or private internal streets proposed with this
development. As outlined above, adequate access is already provided through
the adjacent street network and the proposed internal on-site circulation of the
development. Therefore, this' criterion is not applicable.
SDC 4.2-120 Site Access and Driveways:
Findings: As noted above, there are no new driveways proposed. The existing
driveway on 69th Street (about 30'-8") and Main Street (33'-10") are proposed to
remain. Both of the existing driveways are located on the opposite end of the site
from the intersection.
As noted above, OOOT -owned fee-title properties separate most of the site's
frontage from the 69th Street public right-of-way. OOOT has given preliminary
indication that they will issue a License for Ingress and Egress for the project to
maintain the existing entry across their property via the existing 69th Street
driveway for access, vehicular circulation, landscaping and existing utilitie~" SUBMITIAL REC'D
OOOT's issuance of the License for Ingress and Egress is subject to the City &1KE. .
Springfield's approval of access to 69th Street as noted in attached e-mail from SEP 2 9 2009
Oebbi Rich, OOOT Property Agent, to Kristen Taylor dated January 29,2009.
Parking areas and connection to the existing ingress-egress points have been
designed to safely facilitate vehicular traffic, bicycle and pedestrian circulation
and avoid congestion.
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City of Springfield
Site Plan Review Pre-Submittal Application
September 29, 2009
Page 11 of 18
SDC 4.2-125 Intersections:
Findings: All existing driveways are at right angles to the intersecting streets, 69th
Street and Main Street. There are no on-site intersections proposed. The offsets
for the existing access points to the nearest existing intersections comply with City
requirements. Therefore, this criterion is met.
SDC 4.2-130 Vision Clearance:
Findings: In accordance with the VISion clearance standards, no visual
obstructions will be permitted within the horizontal vision clearance area
between 2'-6" and 8'-0" above the established height of the curb in the triangular
area. Considering these findings and the site plans submitted herewith, this
criterion is met.
SDC 4.2-135 Sidewalks:
Findings: There are no public sidewalks proposed as part of this development.
The existing public sidewalk and bike lane on Main Street and the existing public
sidewalk and popular bicycle route on 69th Street provide access to adjacent and
nearby residential areas. Designated on-site pedestrian circulation and bicycle
access is provided for employees and customers of the tenant businesses from the
adjacent public right-of-way, Main Street, to all building entrances by a clearly
marked, either striped or paved walkway through the parking and drive aisle.
Therefore, this criterion is met.
SDC 4.2-140 Street Trees:
Findings: Street trees are not proposed to be planted or removed as part of this
development. Trees are proposed in the front yard setbacks as required in the
NC zoning district. PRE.SUBMITTAL REC'O
SDC 4.2-145 Street Lighting: SEP 2 9 2009
Findings: There are no public streets or street lighting proposed as part of this
development, therefore, this criterion is not applicable.
SDC 4.2-150 Bikeways, 4.2-155 Pedestrian Trails and 4.2-160 Accessways:
Findings: There are no public bikeways, pedestrian trails or accessways proposed
as part of this development. As noted above, Main Street (McKenzie Highway
126) is classified as a principal arterial and 69th Street is classified as a collector.
Both streets are currently developed to City standards including existing on-street
bike lanes on Main Street and the designated popular bicycle route on 69th Street.
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City of Springfield
Site Plan Review Pre-Submittal Application
September 29, 2009
Page 12 of 18
The proposed development includes the provision of on-site pedestrian facilities
that connect Main Street to the existing bike lane. Therefore, this criterion is met.
SOC 4.3-105 Sanitary Sewers:
Findings: There are two existing sewer service stubs provided in the northwest
portion of the subject site, which are and can be utilized to convey sewage from
the site to the 12" public sanitary sewer main which runs within an existing public
utility easement along the north line of the subject site and conveys the sewage
westerly. The existing public sanitary sewer has adequate capacity to serve the
development's needs. The installation and design of the private sanitary sewer
system and connection to the public stub comply with City standards as
referenced on the attached civil engineering drawings. Therefore, this criterion is
met.
4.3-110 Stormwater Management:
Findings: There is an existing 8" storm pipe located along the north side of Main
Street with an existing 8" storm lateral stubbed to the subject site's southern
property line. The existing public stormwater main has adequate capacity to
serve the development's needs. The attached Stromwater Drainage Study
addresses the specific details demonstrating code compliance. Therefore, this
criterion is met.
4.3-115 Water Quality Protection:
Findings: The site is not identified on the Water Quality Limited Watercourses
(WQLW) Map; therefore, there are no identified watercourses or riparian areas
located on the site subject to specific water quality protection. As noted above,
the proposed development includes an on-site stormwater management system
that addresses on-site stormwater quality and quantities discharged to the public
system to maintain the integrity of the City's watercourses by preserving water
quality. Reference the attached Stromwater Drainage Study for details.
Therefore, this criterion is met. PRE-SUBMITIAL REC'D
4.3-120 Utility Provider Coordination: SEP 2 9' 2009
Findings: All utility providers will be responsible for coordinating utility
installations with the City as required. The applicant will be responsible for the
design, installation and cost of the utility lines and facilities to the satisfaction of
the utility provider consistent with this criterion.
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City of Springfield
Site Plan Review Pre-Submittal Application
September 29, 2009
Page 13 of 18
4.3-125 Underground Placement of Utilities:
Findings: All utilities are proposed to be constructed underground in accordance
with policies of the City of Springfield, SUB, Qwest or other applicable utility
providers. See civil engineering drawings for proposed utility layout. Considering
these findings and the drawings submitted herewith, this standard is met.
4.3-130 Water Service and Fire Protection:
Findings: As noted above, the proposal has adequate water service available from
an existing 8" public water main located along Main Street. There is an existing
lateral stub off this main just east of the existing Main Street driveway for the
private water lines. There is also an existing 8" public water main off the Main
Street public water main that runs north-south through the subject property,
which is located within an existing public utility easement. There is an existing
fire hydrant located adjacent to the site along Main Street near the proposed
pedestrian walkway connecting to the public sidewalk. The existing fire hydrant
can adequately meet the fire protection needs of the development. Therefore,
this criterion is met.
4.3-135 Major Electrical Power Transmission Lines and 4.3-140 Public Easements:
Findings: There is an existing overhead electric line running north-south adjacent
to the site's eastern property line, which provides adequate capacity to serve the
proposed development: There is an existing private underground electrical line
on-site that serves the existing building and has adequate capacity for the
proposed addition. Therefore, this criterion is met.
PRE-SUBMITTAL REC'O
SEP 2, 9 2009
4.3-145 Wireless Telecommunications Systems Facilities:
Findings: There are no wireless telecommunication system facilities proposed in. .
this development. Therefore, this criterion is not applicable.
4.4-105 Landscaping:
Findings: The landscape architecture drawings show landscaping which meets or
exceeds the NC zone and parking lot landscape requirements for the entire
development site per SOC 4.4-105 and SOC 4.6-125(B)(1). Landscaping is
provided in all required setback areas in accordance with the Landscape
Standards under SOC 4.4-105(E), (F)(1) and (G). Note that where the subject site
is located adjacent to the OOOT property without an identified OOOT Tax Lot
number, the parking and driveway front yard setback is met on the OOOT
property along 69th Street and the existing landscaping is proposed to remain.
(Reference attached e-mail from Oebbi Rich, OOOT Property Agent, to Kristen
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City of Springfield
Site Plan Review Pre-Submittal Application
September 29, 2009
Page 14 of 18
Taylor dated January 29, 2009, including: Draft License for Ingress and Egress,
Legal Description of ODOT Portion of OLD 69th Street Right-of-Way; and Exhibit
A, Statutory Warranty Deed.) The landscaping required in the parking front yard
setback is met on the subject site where directly adjacent to ODOT Tax Lot 2101.
In addition, per SDC 4.6-125(B)(1), the proposed updated parking area sufficient
to meet the requirements of the minimum parking for the proposed addition is
designed so that every seventh space is developed as a landscape separator
between spaces. Located along Main Street, there are 8 existing vehicle parking
spaces associated with the existing building and use that are proposed to remain,
therefore, these existing parking spaces are not required to meet 4.6-125(B)(1).
However, the proposal does provide a new landscape bed between the existing
driveway entrance and this row of existing parking spaces to heighten entryway
visibility and improve parking area circulation. As noted on the landscape
architecture drawings, landscaping will be installed per SDC 4.4-105(1).
These findings and the attached landscape architecture planting plan, schedules
and details, demonstrate that the landscaping requirements have been met.
4.4-110 Screening:
Findings: Adjacent to the residential property to the north and west, screening is
provided due to a commercial district abutting a residential district and the
proposal of trash receptacles in accordance with SDC 4.4-11 O(A)(l) and (4), and
SDC 4.4-11 O(B)(l) and (3). There is an existing 6'-0" high slatted chain-link fence
along the northern property line that is proposed to remain. Along the western
property line, there is an existing about 4'-0" high chain-link fence on the
neighbor's property. In order to meet the screening standards, there is a new 6'-0"
high slatted chain-link fence proposed on the subject site along the western
property line. To enhance the existing structural screening along the northern
property line and the new structural screening along the western property line,
landscaping has been added along these property lines to provide additional
vegetative screening to reduce the impact of the commercial development on the
neighboring residential properties. -fRe &",',Cf-re~sts.tB~e
tbis-&~i&tiRg ond neJb' dottw;l...G~Ji.nJ( fefle_~ttnderSEl~-
118(B1{.;,J.)(b).
Tlte plupose&oat~taGles.are.&t-l'tlC-tmaI=sereene&wit/ii.a 6'-0" high
masonry wall as well vegetated screening per SDC 4.4-11 O(B)(3)(c). (Reference
the attached architecture and landscape architecture drawings for details.)
Therefore, this criterion is met.
PRE.SUBMITTAL RECIO
SEP 2 9 2009
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City of Springfield
Site Plan Review Pre-Submittal Application
September 29, 2009
Page 1 5 of 18
4.4-115 Fences:
Findings: As noted above, located adjacent to the LOR-zoned properties, there is
a screening fence proposed along the western property line and an existing fence
along the northern property line. Per Table 4.4-1, the base height of a fence shall
be 8'-0" maximum. The existing slatted chain-link fence along the northern
property line and the new proposed slatted chain-link fence along the western
property line are both 6'-0," which fall below the required maximum. E"""d.+F,€e
~ha+l=be=pr('jp"('jsed aHhe=time=ef=btrttding-perrnit=€6ff~i'=with the
requirements outlined under SOC 4.4-115. Therefore, this criterion is met.
4.5-100 On-Site Lighting Standards:
Findings: All proposed site lighting will be installed in compliance with the
requirements of this code section. All proposed exterior light fixtures will be
shielded so that direct glare and reflection are contained within the boundaries of
the property, and directed downward and away from abutting properties and
public rights-of-way. The proposed site lighting is the minimum illumination
necessary for pedestrian and employee safety, on-site parking and loading areas.
Exact outdoor building lighting will be proposed at the time of building permit
submittal in accordance with this code section. Parking lot light fixtures are
proposed to be a maximum height of 20'-0", wliich is less than the required
maximum 25'-0" per SOC 4.5-110(B)(1). Thp p",~;ng I~. l;gi'lHi::tt;Jr(J fl"'P~
~ c;{\' nil "f tht"'\Je[i~ent'~=to t~e="'0:t i[ :1 maJ':1I1urTr-frei5I.l a~~
per SOC 4.5-11 0(B)(2)(b). These findings, the Site Plan and attached proposed
Parking Lot Light Fixture Specifications demonstrate that this criterion is met.
4.6-105 through 4.6-125 Vehicle Parking:
Findings: Vehicle and bicycle parking calculations are based on assumptions of a
possible tenant mix. Per the assumed tenant uses, a minimum of 24 off-street
parking spaces are required per Table 4.6-2 (see vehicle parking calculations on
Sheet T1). The applicant is proposing to providn , ~ <t"n,.hr.e"fl3l'*,<<:1~nd
I accessil5le spa'ce. The applicant proposes a parking lot design in compliance
with SOC 4.6-115; all stall widths are 9'-0" wide and 18'-0" in length including a
2'-0" bumper overhang' over landscaping beds and walkways (reference drawings
for specific locations). The dimensions and proposed striping of the parking
spaces and drive aisles meet the parking area standards per SOC 4.6-115-120.
These findings, together with the architecture and civil engineering drawi~E-SUBMITTAl REC'O
demonstrate that these standards have been met.
SEP 2 9 2009
2 The existing 8 spaces along Main Street are 9'-0" wide and 18'-0" in length including a wheel stop so the
bumper overhang is only 1'~O" over the existing landscaping bed so the t-o" minimum parking front yard
setback is met.
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City of Springfield
Site Plan Review Pre-Submittal Application
September 29, 2009
Page 16 of 1 8
4.6-130 through 4.6-135 Loading Areas:
Findings: On the north side of the building, there is a proposed delivery and
loading area outside of the required setbacks. The total proposed on-site loading
area is about 560 square feet for approximately 7,919 square feet of total building
area, which exceeds the required 250 square feet of minimum loading area for
buildings 5,000 to 20,000 square feet per SDC 4.6-135(C). Both loading areas
are about 10'-0" wide and about 35'-0" long, which meet the minimum
dimensions of 1 0'-0" wide and 25'-0" long per SDC 4.6-135(D). Therefore, this
criterion is met.
4.6- 140 through 4.6-150 Bicycle Parking:
Findings: The proposed bicycle parking spaces, location and facility design
complies with SDC 4.4-145-150. As noted above, vehicle and bicycle parking
calculations are based on assumptions of a possible tenant mix. The short-term
and long-term bicycle parking spaces provided based on those assumptions
exceeds the number required (reference Sheet T1 for bicycle parking
calculations). Th~~~~e.5 are located
along the on-site pedestrian walkway system with ramps that connects to Main
Street. TI,~ pl':'t-'w~J ''''-4b al,td:w:eaiag:F-r "tJ.pjfl:=faGks--des~g~ and
dimensioned per Figure 4.6-B (reference attached Detail 2/A 1 for the typical
short-term bicycle parking detail). The short-term spaces are located on the east
side of the building so they' are visible form both Main Street and 69th Street.
Correspondingly, lawn is provided in the landscape bed adjacent to the bicycle
parking so as not to obscure the visibility of the bicycle racks from Main Street.
fHe:-lvl-rg---h::lfll L:.:.yclc pl"rL,:ng ~J;:l" ..tqLbc-Jocat~,J:J,- :'IJ;V;J~:lI
5j=h";" ~€~al;~,,;,which will be in compliance with SDC 4.4-145-150 at
the time of tenant infill building permit submittal. Therefore, this criterion is met.
D. 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 other applicable regulations and comply with the ODOT
access management standards for State highways.
Findings: The orientation of the building serves to maximize efficiency for access,
on-site circulation and function while minimizing impact to the adjacent
properties. The site plan is organized so that the main access points to the
building are located directly off of the existing driveways on M~in S~reet~a_~rtbMITTAL REC'O
Street. The majority of the budding activity occurs within the interior of ~tJ~ '!!M~
SEP '2 9 2009
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City of Springfield
Site Plan Review Pre-Submittal Application
September 29, 2009
Page 1 7 of 18
between the building and Main Street. There is a proposed continuous on-site
pedestrian walkway system connecting the building to Main Street.
As noted above, the site plan shows on-site circulation for pedestrians, bicycles
and vehicles as required by the Springfield Development Code. Designated on-
site pedestrian circulation is provided for employees and customers of the tenant
businesses from the adjacent Main Street public right-of-way to, all building
entrances. On-site pedestrian and bicycle access is provided through the parking
and drive aisles by a clearly marked, striped walkways. The existing public
sidewalk and bike lane/route on Main Street and 69th Street provide access to
adjacent and nearby residential areas. The closest transit stops to the site are
located on Main Street, which serve the 11 Thurston bus route.
As noted above, ODOT -owned fee-title properties separate most of the site's
frontage from the 69th Street public right-of-way. ODOT has given preliminary
indication that they will issue a License for Ingress and Egress for the project to
maintain the existing entry across their property via the existing 69th Street
driveway for access, vehicular circulation, landscaping and existing utilities.
ODOT's issuance of the License for Ingress and Egress is subject to the City of
Springfield's approval of access to 69th Street as noted in attached e-mail from
Debbi Rich, ODOT Property Agent, to Kristen Taylor dated January 29, 2009.
The existing driveways on 69th Street and Main Street comply with City of
Springfield and ODOT access management standards. Parking areas and existing
ingress-egress points have been designed to safely facilitate vehicular traffic,
bicycle and pedestrian circulation and avoid congestion as well as provide
connectivity within the development area and to adjacent residential areas.
Therefore, this criterion is met.
E. Physical features, including, but not limited to: steep slopes with unstable soil
or geologic conditions; areas with susceptibifity of flooding; significant
clusters of trees and shrubs; watercourses shown on the WQLW Map and their
associated riparian areas; wetlands; rock outcroppings; open spaces; and
areas of historic and/or archaeological significance, as may be specified in
Section 3.3-900 or ORS 97.740-760, 358.905-955 and 390.235-240, shall be
protected as specified in this Code or in State or Federal law.
The subject site is flat and currently developed. The general soil type description
is pengra-urban land complex specified in the Solis Survey of Lane County. The
Sei+s-SulVeyiildfcales d Idl d le-pmpU5e"ch:Jeveluf1~l'elr--h""-"hlbte..,,tri+"-nnd
d~0t I.a.€: J higb ""'"tl'" ,"hie. Tlk,~rv,-:', a CeGtee~~l't.,isanot
rt:l'lJ';.~g fer, th~ <;it(' DI~", Re"ie.. ~A Geotechnical Report will be
prepared as needed at the time of building permit submittal for the puw,oses of
building structural design and construction. t'RE.5UBMITTAL REC'O
SEP 2 9 2009
.
.
City of Springfield
Site Plan Review Pre-Submittal Application
September 29, 2009
Page 18 of 18
There are no significant clusters of existing trees and shrubs on the site.
Additionally, the site does not have any watercourses and associated riparian
areas, wetlands, rock outcroppings, open spaces or areas of historic and/or
archaeological significance as specified in Section 3.3-900 or ORS 97.740-760,
358.905-955 and 390.235-240.
Furthermore, the site is located within a FEMA Zone X flood hazard zone (an area
determined to be outside of the 500-year flood plain). Therefore, the site will not
be a significant risk to public health and safety in terms of stormwater control or
flood hazard. As the site is flat and is located outside the 500-year flood zone,
slope failure and soil erosion are not concerns associated with this site.
The site does not have physical features as outlined above that require protection
as specified in this Code or in State or Federal law, therefore, this criterion is met.
V. Conclusion
Based on the information and findings contained in this written statement, associated
attachments and drawings, the proposed Site Plan Review meets the criteria of
approval contained in the Springfield Development Code. Therefore, the applicant
requests that the Director approve the proposal as presented. Both the applicant and
the applicant's representative are available for questions as necessary.
If you have any questions about the above application, please do not hesitate to
contact Kristen Taylor at TBG Architects & Planners/lnc (687.1010).
Sincerely,
.
Kristen Taylor, SBA
Project Manager
KT/nl
PRE.SUBMllTAl REC'O
SEP 2 9 2009
cc: Jock Gibson, Gibson & Gibson, LLC
Mike Dahrens, SS&W, Inc. - Engineers
Michael Sanchez, Schirmer + Associates, LLC
Z:\PROJ\200710 Gibson 69th & Main\Corresp\Agency\Site Review PresubmittaI2009\200710-Site Plan Review Final.doc
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After recording, return to:
Arnold Gallagher Percell
Roberts & Potter, P.C.
800 Willamette Street, Suite 800
Eugene, Oregon 97401
,
Until a change is requested,
mail all tax statements to:
Gibson & Gibson, LLC
125 East Sixth Avenue
Junction City, Oregon 97448
~vlslon of Chief D;~U~Y CI::k 2~~.~~2612
lane County D.eds an ecO~
\1"\\\\1 \11 \\\\1\\11 \\\\\\ I 1\\\\11\ \\\\ I \1 1\\ \1\ $36 .00
0109092320090042672003003507/23/2009 03:02:45 PM
RPR-DEED Cnt=l Stn=8 CASHIER 02
$15.00 $11.00 $10.00
BARGAIN AND SALE DEED
Gibson & Gibson, a partnership, Grantor, conveys to Gibson & Gibson, LLC, an Oregon
limited liability company, Grantee; the real property described on the attached Exhibit A.
The true consideration for this conveyance is other property or value given.
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 AND TO DETERMINE ANY LIMITS ON LAWSUITS
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.
THE PROPERTY DESCRIBED IN THIS INSTRUMENT MAY NOT BE WITHIN A
FIRE PROTECTION DISTRICT PROTECTING STRUCTURES. THE PROPERTY IS
SUBJECT TO LAND USE LAWS AND REGULATIONS THAT, IN FARM OR FOREST
ZONES, MAY NOT AUTHORIZE CONSTRUCTION OR SlTlNG OF A RESIDENCE AND
THAT LIMIT LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED
IN ORS 30.930 IN ALL ZONES. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT,
THE PERSON TRANSFERRING FEE TITLE SHOULD INQUIRE ABOUT THE PERSON'S
RIGHTS;\IF ANY, UNDER ORS 197.352. 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
~,~~,a~,~ :'~~"~~~~.'''\T'm.(''.'Y Inl'''''' ""'ICo,,,,uE512VWRKVUL\8a,ga,,%..on'%20s.""''''''%20072109I,PogE.SUBMITTAL REC'O
SEP 2 9 2009
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VERlFY APPROVED USES, THE EXISTENCE OF FIRE PROTECTION FOR
STRUCTURES AND THE RIGHTS OF NEIGHBORING PROPERTY OWNERS, IF ANY,
UNDER ORS 197.352.
DATED:
1- ;;?/
, 2009.
By
STATE OF OREGON )
) ss.
COUNTY OF LANE )
This instrument was acknowledged before me on .:d "'.(-1 .:2/ ,2009, by Jock
,
Gibson, Partner of Gibson & Gibson, a partnership.
'\. dL~ A 4,"/<<<<-
~:u~~~
My commission expires: mAy 02 f .2.tJ I 3
.....,~';~~ OFFICIAL SEAL
e'~. i SHARON R BISWELL
1:\,.. ."'. NOTARY PUBLIC. OREGoN
'~'"".,,, COIIIIISSJON NO. 43U33
MY C~SION ~IIAYa.2Dt3
PRE.SUBMITIAl REC'O
SEP 2 9 2009
2 - Bargain and Sale Deed
C:\Oocumenls and 5ellings~DCk\Local SeWngs\T empOIlIf)' Internel Fites\Content.1E5l2VWRKVUL lBargain%20and%20Sale"J.2oOeed%200721 09\'] ,doc
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EXHIBIT A
Parcel I: Lots 6 and 7 of CHAPMAN PROPERTY, as platted and recorded in Book II, Page 20,
Lane County Oregon Plat Records.
EXCEPTING THEREFROM: Beginning at the Southeast comer of Lot 6, of CHAPMAN
PROPERTY, as platted and recorded in Book II, Page 20, Lane County Oregon Plat Records;
thence Westerly 135 feet along the Southerly side of Lot 6; thence Northwesterly 195 feet
parallel with the Easterly sides of Lots 6 and 7 to the South side of Ferry Association Road;
thence Easterly 135 feet to the Northeast comer of Lot 7 of said plat; thence Southeasterly 195
feet along the Easterly sides of Lots 6 and 7 to the place of beginning; AND EXCEPTING
THEREFROM parcels conveyed to Lane County for road purposes by deeds recorded at Reel
No. 1860, Reception No. 55035, and Reel No. 198, Reception No. 74552, all in Lane County,
Oregon.
Parcel II: Lot 10 of VILLANO V A SUBDIVSION, as platted and recorded in Book 16, Page 13,
Lane County Oregon Plat Records, in Lane County, Oregon.
TOGETHER WITH that portion of vacated 69'h Street inured by Ordinance No. 6057, recorded
October 28, 2003, Document No. 2003-105436, Lane County Records.
Parcel III: Lot I, Block I, SUNNY HOLLOW, as platted and recorded in Book 12, Page 9, Lane
County Oregon Plat Records, in Lane County, Oregon.
EXCEPT THEREFROM beginning at the Southwest comer of Lot I, Block 1, SUNNY
HOLLOW, as platted and recorded in Book 12, Page 9, Lane County Oregon Plat Records;
thence North 0016'00" East along the West line of said Lot 1,197.6 feet more or less, to a point
of curve; thence on a curve to the right radius being 20.0 feet, chord bearing North 20045'52"
East 14.01 feet to the true point of beginning; thence continuing on a curve to the right radius
being 20.0 feet (chord bearing South 89044'00" East 30.19 feet) for an arc distance of34.21 feet;
thence North 89044'00" West 30.19 feet to the true point of beginning, all in Lane County,
Oregon.
PRE.SUBMIllAL REC'O
SEP 2 92009
1 - Exhibit A
C:\Oocuments and SeIUngs\jodl\LOcaI 5eUings\ Tet'f1lOI'&IY Internet FlIes\CcntenllE5\2VWRKVUl IBargain%20an6%20Sale%20Deed%20072109{ 'j.doe
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CASCADE
TITLE
CO.
11111111II11111II11I1I1111I111111111II1111111~ I
STATUS OF RECORD TITLE REPORT
ARNOLD, GALLAGHER, SAYDACK, PERCELL, ET AL
ATTN, BILL POTTER
800 WILL~~ETTE STREET, SUITE 800
EUGENE, OR 97401
Our No, CT-0256453
Date, OCTOBER 11, 2007
Charge: $200.00
Government Service Fee: $25.00
As requested, Cascade Title Co. has searched Our tract indices as to the following
described real property,
Lot 10 of VILLANOVA SUBDIVISION, as platted and recorded in Book 16, Page 13, Lane
County Oregon Plat Records. Also, that portion of 69th Street lying within said plat of
VILLANOVA SUBDIVISION, vacated by Ordinance No. 6057, adopted by the common Council of
the City of Springfield on July 7, 2003, recorded October 28, 2003, Reception No. 2003-
105436, Lane County Oregon Plat Records, which inured to said lot 10 by operation of
law. In Lane County, Oregon.
and as of, OCTOBER 8, 2007, at 8,00 A.M. we find the following,
Vestee:
GIBSON AND GIBSON,
a partnership
Said property is subject to the following on record matters:
1. Taxes, Account No. 0141026, Assessor's Map No. 17 02 35 3 2, #5317, Code 19-00,
2007-2008, in the amount of $5,081.07, NOW DUE AND PAYP~LE.
2. Reservation of easement rights for any existing public utilities or public services
and rights thereto, as reserved in Ordinance No. 6-057, recorded October 28, 2003,
Reception No. 2003-105436, Lane County Official Records, vacating a portion of 69th
Street.
3. Financing Statement reco~ded April 26, 2007,Reception No. 2007-028108, Lane County
Official. Records, lists. BSW Investments LLC, as Debtor, and Pacific Continental
Bank, as Creditor, covering fixtures and leasehold improvements., with security
information obtainable from creditor.
continued-
MAIN OFFICE * 811 WILLAMETTE ST. * EUGENE, OREGON 97401 * PH: (541) 687-2233
FLORENCE * 1901 HWY 101 - S. 2 * FLORENCE, OREGON 97439 . PH: (541) 997- 8417
EUGENE FAX: 485-0307 * E-MAIL: info@cascadetitle.com * FLORENCE FAX: 997-8246
.
.
This report is to be utilized for information only, This report is not to be used as a
basis for transferring, ,encumbering or foreclosing the real property described.
The liability of Cascade Title Co. is limited to the addressee and shall not exceed the
premium paid hereunder.
CASCADE TITLE CO., by,
BOYD
PRE-5UBMllTAL REC'O
SEP 2 9 2009
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I ! 'Ill D;;j 69th & MAIN RETAIL ADDITION
I . ~ GIBSON & GIBSON, LLC
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'"~ ~ SPRINGFIELD. OREGON 97478
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City of Springfield
Site Plan Review Pre-Submittal Request
Exhibits
September 29, 2009
EXHIBIT A
Oregon Department of Transportation
Statutory Warranty Deed
PRE.SUBMITTAl REC'O
SEP 2 9 2009
'!if/iff''''''''' . '", ,,,. 'om-;xr"BJl:"'.J!f'T<~'ftF"';' . ""'.--
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.. . d"LOT 10 VEm&~/.:,S::~':~~::.r1~;9'OfJ~?~~':i~]!~i:~~?~~~1
Ronalil. R. :Sa',md!.rs I, !a~d ' Robert" A. ~oppei1)"-"G.t~ri tor, _ C9!1Y~Y~ :~an4.;.~~r=:~:1Ii.t~,~~t~~!~~~~:;~
to.GI,.9S0N ::. _ CreSON,. .t:" 'C1:1rt.~L-=h.ip, GrtiiU:aif;.::t:hG follby;ln'~.~de6icri-lied:~' ,,;,;".._:-.:<,".::-;1,f:;:.:-;.
proper~y ?fre~. ,:c;.~:.~nc.~rai~~~:s{"~.~xcep~~:~!:~~~~:~~~ fi~a.\~(:~~~':~ .'~~i:~ :::~~~!~~..~';:}{~~~t
~t 10 of~ILLANOV~ _ ~epIY'.ISION,as'p18'tted. ~4~:recq!ided -Jhi::!::'~::.' ':;;s..:::,'..:~"g~'-
BO<?k ~6,; Pa9'(J ~.13.,~'~n,~i_~ci_U~.ty Ol;'e_9on.Plat Reco.r4.s_,)"~nLape. ':;~;. ';:~~2:'~:;7J.~'
count:: ;O:::;:~6'~:~:::.~~{i~n bu~ nc>tyet due .n~:p.Y'bl.:. 'x?::':.+;~;;rf
.2. pu!:)lic \,tilit.y'.ea'sement:.s's set forth on'.the: rec:orde:~.pli1t:. ;~,ir;-;:.
. 3., Set. back : lines 'as'setforth .on the~ r.ecorded plat. '..-.:':';.~,,'_:.:,:.::,~.'_,.:~.:.:,'.~_'_..:
A." Conditions and restriccionsiincludinq the -te~.ari~ "~k-
p,r9,vls.i<M\S ~h~1:eot~ by :hl~'lt:il!lI"~nt: J:"r-{r.m:~('!it .11ily ht '1.9~(l? ,.
Recept~o~,No., 22899, ir. Volume 418, page 298, Deed Records of
L.ane Coun.ty, Oregon. . . "-. .
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~5,Trust.:~aed, .ill'elUdihgt,he.tQ:r.ms ",n1 provisions Mr('!_~e"r
executao,d 'by" Roheit.,A. Poppen, ~s .Grantor,t,o Springfield ,TitJe .
Company,. a::( Trustee, -for the benef.H ~f Len.~"l, GrIffin', ,as Bel'1t:fi<:.i.ary',
in the .Jm.c:Jnt of $20,000':00, datetl ',NOVilll1bc.l:-10, .197&, r",col'J1..'l1
November, 10, .1976, :Ree1'820,Reception No. 76-59491, .Official'
Recordsof,~~ne Count~', "Oreqon;' which ''l'rust ,Deed, and'thc,obli_sa...
tions secured thereby, Grantor a~5urnes and agrees to pay and perform.
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!J.'he said. property is free from ~11 enquml::irances exc'ept as sh,own
'l'hQ true' and actual L:oll!;idt1ratioll for 'this. conveyance is $35..000.00.
,.....:
;""
REQUESTED, 'alltax S~;Jtelnemt:s ar~ :to be' sent: to
GIBSON & GIDSON, 668 Greenwoodt Junction City,
Dt\Tl::D ,l.}li.s l,;:'th (jilY ..it ^u;iiu~t, -l97).
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10 VEN'ri.iRE, a joint '~Y'l:!nturo:;,
~ ,n ,1'7_ ;"
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p~~~ !~~STA~~T6~y ~AR?~MTY D~E~
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De.ll'cdpe::ton: 'LanG,ORDoculIleDt ,- r.ltr;DocID-.l~19931 197~:5i~O:3 '.I'ago~ 1, of 2
prdOr,: .~ CClIIlIIAI:D.t:
PRE-SUBMITTAL REC'D
SEP 2 9 2009
.
.
.
City of Springfield
Site Plan Review Pre-Submittal Request
Exhibits
September 29, 2009
EXHIBIT B
Legal Description
of
Oregon Department of Transportation
Portion of OLD 69th Street Right-of-Way
PRE.SUBMITTAl RECIO
SEP 2 9 2009
.
.
LEGAL DESCRIPTION
Portion of OLD 69th Street Right-of-Way
Springfield, Oregon
A parcel ofland lying in the Southwest one-quarter of Section 35, Township 17 South,
Range 2 West of the Willamette Meridian, and being a portion of that certain parcel of
land conveyed to the State of Oregon by warranty deed recorded in Book 167, Page 597,
Lane County Oregon Deed Records, said parcel being more particularly described as
follows:
Beginning at a point on the West line ofthat certain parcel ofland conveyed to the State
of Oregon by warranty deed recorded in Book 167, Page 597, Lane County Oregon Decd
Records, said point of beginning being South 890 41' 09" East, 35.00 feet from the
Northeast corner of Lot 10, Villanova Subdivision, as platted and recorded in Book 16,
Page 13, Lane County Oregon Plat Records; from the point of beginning run thence
South 89041' 09" East, 34.30 feet to the East line of that property described in City of
Springfield Vacation Ordinance No. 6057, Recorded October 28,2003, Reception No.
2003-105436, Lane County Deeds and Records; thence running along the East line of
said property described in City of Springfield Vacation Ordinance No. 6057, South 180
39' 03" East, 17.81 feet to the East line of said parcel ofland conveyed to the State of
Oregon; thence running along the East line of said parcel of land conveyed to the State of
Oregon, South, 76.50 feet to the Southeast corner of said parcel of land conveyed to the
State of Oregon; thence along the South line of said parcel of land conveyed to the State
of Oregon, North 89044' 53" West, 40.00 feet to the Southwest corner of said parcel of
land conveyed to the State of Oregon; thence along the West line of said parcel of land
conveyed to the State of Oregon, North, 93.38 feet to the Point of Beginning, in
Springfield, Lane County, Oregon.
Containing 3,687 square feet.
PRE-SUBMllTAl REC'D
SEP 2 92009
__,__._ _H_ _.
.
.
City of Springfield
Site Plan Review Pre-Submittal Request
Exhibits
September 29, 2009
EXHIBIT C
Oregon Department of Transportation
Draft license for Ingress and Egress
PRE.SUBMITTAL REC'O
SEP 2 9 2009
.
.
Oregon Department of Transportation
LICENSE FOR INGRESS and EGRESS
TO: GIBSON & GIBSON
The above named person(s) are herein ref
Reference is hereby made to the use of certain p , 'f}:, n Lane County, Oregon, owned by
ODOT and under the jurisdiction of the State of Ore~6~.~ID' and through its Department of
Transportation hereinafter referr~~. :~t~~t:t:'" saidrsli~~':",iS described as follows:
. SEE_~" "." .
State gives permission to the abOV;~!ce~1!:5~rK~c~ agents, employees, guests,
licensees and invite.e.7:.s. ~~"~.o..~ ss the aOOY')i;.'.t(;j:<scribed property, hereinafter referred to as
"ODOT property", f~r~the!~~,.gse of ac't;~ ing Licensee's commercial property described
in deed to G..ib.[r<:l1..,(~!'Gibs~n"f,..e...C3 ordedA.J .,,~.~.t.1 7,1977 as R8GOR #7751903, Lane County
Official Recor s.''0' ,; " . 'Yo:!,
:.j.,' <i", ~:t:
This Licen:ill b. egi..ni.'l. '. ~~~,::a~t~;;Si9R7. r: State, below, and shall continue until .
terminated pur 'u~ toz6'~rovisionf'n~fein.
St~JiJ<1~e th~ :~J.o terminate this License without written notice to Licensee at any
in1~cli.'''''iti(iR~may a~ia~o State to be in the public interest and such termination by
'$)tfte shall be'''~~~t liao1i~J9 State for any loss, injury, or damage which Licensee may
;;'suffer as a resul',tl~eof. Licensee hereby waives any claim for loss, injury or damage of ,
"1j,!~hany nature whatso~ll:~r in the event this License is terminated. Licensee may also
. '~~J;!1inate this LiceT,~ upon ten (10) days' notice to the State. Nothing in this License shall
~~Q....ssttlr~ed as ,9.llIkOg Licensee an int~rest, leg~1 or equitable in the ODOT property other
thal'l'the, Ight o~!#1resS/egreSS as prOVided herein.
This ~\~~f.tther assignable nor transferable, and is' personal to the Licensee. There
are no fees'fssociated with the use of this License.
Licensee shall not use the ODOT property in any way that interferes with the use by other
users. Licensee shall not allow litter or debris to accumulate on the ODOT property.
Licensee shall not deposit or allow anyone else to deposit or store, accid~~5lfBMITTAL REC'D
SEP 2 9 2009
Page I of 3 ODOT License
. ".__q~. _~. 0"
.
.
intentionally, Hazardous Waste on the ODOT property. Hazardous Waste is defined in
ORS 466.005(7), and includes petroleum and its by-products.
In consideration for this License, Licensee hereby agrees to indemnify and hold harmless
the State and the Department of Transportation, its commissioners,~ployeeS and
agents, from and against all damages, claims, demands, s~its, a,$fBPs or causes of action
resulting from, or because of, any damage to property or inJuryd>~eath of any person
arising out of the use of ODOT property by Licensee, their qg'eR!s).e,[11ployees, licensees,
guests and invitees, or any other user of the ODOT prop~~tfci\:;'Qim~"J,)U u,t not limited to the
costs of remediation or clean-up of any Hazardous Was~'sed or a~QoSited on the ODOT
property by Licensee, their agents, employees, Iicen~;:f ,guests or in'ifi~;.,.
Licensee shall, in consideration of use of ODOT ~erty under this Licensef'lm" ress and
Egress, carry and keep in force public liability )~j"ance for ~erage of activitie occurring
on the premises in a form and with compani(i1~mccePtabl~~ff(ate. Licensee may
accomplish this provision by an extension ort&,,~jt~u,rr,e,Q~loSurance coverage to the ODOT
property. State reserves the right to require inerea's,91J!9Hility coverage if deemed
necessary. The insurance policy 0, ,r policies shall~CI~~~.", a,o ,s" additional named insured the
State of Oregon, its Transportatio~Commission, its ';y'i'~!.,., rs, officers, agents, and
eml,ployees. Licensee shall furn~'~hlS@"tJ~{", ith a certifil,cat~C1,'!?!?d;;'S,!L~surance or copy of each
po ICY. ,," 'W'
"';J~ . ., '. ,,- "iI'$l~
,.''h _ < h'r
By granting this License, State ass 1J:1, 00 no I'"J' '.~ nsibility for maintenance or
repair of the ODOT property. Any an : !~. 0 ;.~.~ enance or repair is and shall remain the
responsibility of the U~ '.' 'e
~,,"o"c. """",,~
."0 "".':;
For any suit or ~tJ!i' ~nstitu o~~! by State t ;o,wiforce any provisions of this License, Licensee
agrees to p~~ft attorney, 's and cost ~~, shall be awarded by the Court.
This LiCenS~~{lot ~e ri~;";;~~~t ~'s~ion to access the city street 69th Street. This
License is issueG'fc,9r<l2,\Wently with, and subject to, an approved Access Permit from the
City ~P9ngfield~~\ascess to 69th Street. Default in any of the terms and provisions of
t~cc ~~~~it Sh~~~ default in the terms of this License, and may cause State to
,im . ediatel te7'~:r:te tI1iS~nse.
Date
Region Manager
Date
PRE.SUBMITTAL RECIO
SEP 2 9 2009
Page 2 00
ODor License
.
.
Right of Way Property Management
Date
Date
Licensee
Licensee as part of the consideration hereof, does hereb ovenant""'lff'.
person, on the grounds of race, color, or national origi'1~~hall be exclude. participation
.in, be denied the benefits of, or be otherwise SUbje~;rO discrimination i '!'J~se of said
facilities, and (2) that the ODOT property shall b~,~~ed in compliance with afl{i5~~r
requirements imposed pursuant to Departme ofiifransport tion, CFR 49, Part 21, as
amended.
That in the event of breach of the above nondislSm
right to terminate this License and repossess preml
said License had never been mad or issued.
Distribution: Licensee, Property Supervis
GENK5160
PRE.SUBMITIAl REC'O
SEP 2 9 2009
Page 3 of3
ODOT License
.
.
City of Springfield
Site Plan Review Pre-Submittal Request
Exhibits
September 29,2009
EXHIBIT D
E-mail from Debbi Rieh, ODOT Property Agent,
to Kristen Taylor, THG Architects & Planners/lnc,
Dated January 29, 2009
PRE.SUBMITTAL REC'D
SEP 2 9 2009
Message
.
.
Page 1 of 4
Kristen Taylor
From: RICH Debra J [Debra.J.RICH@odot.state.or.us]
Sent: Thursday, January 29, 20094:53 PM
To: Kristen Taylor
Cc: HARBERT Gail A
Subject: RE: 200710 - 69th & Main
Attachments: Ingressegreelicense.pdf; Exhibit A.pdf; legal desc odot release parcel (2).pdf
Kristen,
Here is a copy of a license, which if approved, would allow your client to cross ODOT property for
ingress/egress purposes.
Before ODOT can issue this license, approval for access to 69th Street by the City of Springfield would
be required (see the last paragraph before approvals).
I hope this form provides enough information to present to the City for acceptance.
Thank you,
Debbi Rich
Property Agent
Oregon Department of Transportation
Right of Way Section
503.986.3639 (direct line)
503.986.3625 (fax)
From: Kristen Taylor [mailto:ktaylor@tbg-arch,com]
Sent: Thursday, January 29, 2009 11:09 AM
To: RICH Debra J
Subject: RE: 200710 - 69th & Main
Debra,
Thank you so much for brain storming potential ideas to address this question that will be simpler and not
costly for my client.
Thanks and I look forward to hearing back from you.
Kristen
Kristen Taylor
TBG Architects & Planners/INC
132 E Broadway Suite 200
Eugene OR 97401
P 541.687.1010 ext. 15
f 541.687.0625
PRE.SUBMllTAL RECID
SEP 2 9 2009
From: RICH Debra J [mailto:DebraJ,RICH@odot.state.or.us]
9/25/2009
Message
.
.
Page 3 of4
/
From: DETERING Lynn [mailto:lynn.DETERING@odot.state.or.us]
Sent: Wednesday, December 17, 2008 3:30 PM
To: ktaylor@tbg-arch.com
Cc: CLINE Ramona G; RICH Debra J
Subject: FW: 200710 - 69th & Main
Hello Kristen.
This piece of property is a complicated one for a few reasons:
1) ODOT can not write permits from their property to City owned facilities (which 69th is City owned).
2) ODOT permifs are specific to operating right of way and ODOT can not wrife permits to property that
is not operating right-of-way. Although this property is not assigned a tax lot #, it is not part of the
McKenzie Highway's right-of-way system. It is also available to surplus, which furthermore identifies it as
none operating right .of way.
It appears that to obtain legal access through the property an easement would be required.
If you have any further questions, please let me know.
Thank you,
Lynn Detering
Permit Specialist - ODOT
(541) 726-2577
-----Original Message-----
From: DETERING Lynn
Sent: Wednesday, December 17, 2008 1:52 PM
To: RICH Debra J
~ubject: FW: 200710 - 69th & Main
Debbie,
Please review and provide any info that you may have.
Lynn Detering
Permit Specialist - ODOT
(541) 726-2577
-----Original Message-----
From: Kristen Taylor [mailto:ktaylor@tbg-arch.com]
Sent: Tuesday, December 16, 2008 4:59 PM
To: DETERING Lynn
Cc: Matt Matthews
Subject: 200710 - 69th & Main
PRE.SUBMITTAL REC'D
SEP2 9" Z009
Lynn,
My client owns Tax Lot 5317 (Assesso(s Map 17-02-35-32) at the northwest corner of 69th and Main. ODOT
owns Assesso(s Map 17-02-35-32 Tax Lot21 01 east of my client's property. I have attached a drawing with
the highlighted area of ODOT owned right-of-way silting directly adjacent to my client's property that was the
piece under question of ownership for clarity (highlighted in yellow) - it has been confirmed that ODOT owns this
9/25/2009
.
City of Springfield
Site Plan Review Pre-Submittal Req uest
Exh i bits
September 29, 2009
EXHIBIT E
Exhibit Map
of
Public Easement
.
PRE-SUBMITTAL REC'D
SEP 2 9 2009
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g 13
.
City of Springfield
Site Plan Review Pre-Submittal Request
Exhibits
September 29, 2009
EXHIBIT F
Legal Description
of
Existing Public Easement
.
PRE-SUBMITTAL REeD
SEP 2 9 2009
.
.
LEGAL DESCRIPTION
Existing Public Easement
East of and Adjacent to Lot 10, Villanova Subdivision
69th and Main Street, Springfield, Oregon
A Parcel ofland lying in Section 35, Township 17 South, Range 2 West of the
Willamette Meridian, and being a portion of that property described in City of Springfield
Street Vacation Ordinance No. 6057, recorded October 28, 2003, Instrument No. 2003-
105436, Lane County Deeds and Records, said parcel being more particularly described
as follows:
Beginning at the Southeast comer of Lot 10, Villanova Subdivision, as platted and
recorded at Page 13, Volume 16, Lane County Oregon Plat Records, and running thence
North along the East line of said Lot 10, 150.00 feet to the Northeast comer of said Lot
10; thence South 89041' 09" East along the Easterly extension of the North line of said
Lot 10, 69.30 feet to the East line of that property described in City of Springfield Street
Vacation Ordinance No. 6057, recorded October 28, 2003, Instrument No. 2003-105436,
.Lane County Deeds and Records; thence along said last mentioned East line the
following six (6) courses: I) South 18039'02" East, 36.54 feet; thence 2) South 1006' 36"
East, 55.31 feet; thence 3) South 3041' 31" West, 37.30 feet; thence 4) along the arc of a
33:73 foot radius non-tangent curve to the right, the chord of which bears South 57016'
55" West, 36.94 feet, a distance of 39.09 feet; thence 5) North 890 31' 12" West, 13.58
feet; thence 6) South, 2.82 feet to a point on the Northerly right of way of McKenzie
Highway (Main Street); thence along the Northerly right of way of McKenzie Highway
North 89041' 09" West, 35.00 feet to the Point of Beginning, in Springfield, Lane
County, Oregon.
PRE.SUBMllTAl REC'D
SEP 2 9 2009
.
.
City of Springfield
Site Plan Review Pre-Submittal Request
Exhibits
September 29, 2009
EXHIBIT G
legal Description
of
Portion of Public Easement to be Released
PRE-SUBMITTAL REeD
SEP .2 9 2009
.
.
LEGAL DESCRIPTION
Portion of Public Easement to be Released
East of Lot 10, Villanova Subdivision
69th and Main Street, Springfield, Oregon
A Parcel ofland lying in Section 35, Township 17 South, Range 2 West of the
Willamette Meridian, and being a portion of that property described in City of Springfield
Street Vacation Ordinance No. 6057, recorded October 28,2003, Instrument No. 2003-
105436, Lane County Deeds and Records, said parcel being more particularly described
as follows:
Beginning at the Southeast comer of Lot 10, Villanova Subdivision, as platted and
recorded at Page 13, Volume 16, Lane County Oregon Plat Records, and running North
along the East line of said Lot 10, 142.00 feet; thence East, 10.08 feet; thence South,
67.55 feet; thence South 30 03' 36" West, 74.59 feet to a point on the Northerly right of
way of McKenzie Highway (Main Street); thence along the Northerly right of way of said
McKenzie Highway North 89041' 09" West, 6.10 feet to the Point of Beginning, in
Springfield, Lane County, Oregon.
PRE.SUBMIITAL REC'D
SEP 2 9 2009
.
.
City of Springfield
Site Plan Review Pre-Submittal Request
Exhibits
September 29, 2009
EXHIBIT H
Legal Description
of
Public Easement after Revision
PRE.SUBMIlTAL REC'D
SEP 2 92009
.
.
LEGAL DESCRIPTION
Public Easement after Revision
East of and Adjacent to Lot 10, Villanova Subdivision
69th and Main Street, Springfield, Oregon
A Parcel ofland lying in Section 35, Township 17 South, Range 2 West of the
Willamette Meridian, and being a portion of that property described in City of Springfield
Street Vacation Ordinance No. 6057, recorded October 28, 2003, Instrument No. 2003-
105436, Lane County Deeds and Records, said parcel being more particularly described
as follows:
Beginning at a point on the Northerly right of way of McKenzie Highway (Main Street),
said point being South 890 41' 09" East, 6.10 feet from the Southeast comer of Lot 10,
Villanova Subdivision, as platted and recorded at Page 13, Volume 16, Lane County
Oregon Plat Records, and running thence North 30 03' 36" East, 74.59 feet; thence North,
67.55 feet; thence West, 10.08 feet; thence North, 8.00 feet to the Northeast comer of
said Lot 10; thence South 89041' 09" East along-the Easterly extension ofthe North line
of said Lot 10,69.30 feet to the East line ofthat property described in City of Springfield
Street Vacation Ordinance No. 6057, recorded October 28, 2003, Instrument No. 2003-
105436, Lane County Deeds and Records; thence along said last mentioned East line the
following six (6) courses: 1) South 18039'02" East, 36.54 feet; thence 2) South 1006' 36"
East, 55.31 feet; thence 3) South 30 41' 31" West, 37.30 feet; thence 4) along the arc of a
33.73 foot radius non-tangent curve to the right, the chord of which bears South 57016'
55" West, 36.94 feet, a distance of 39.09 feet; thence 5) North 890 31' 12" West, 13.58
feet; thence 6) South, 2.82 feet to a point on the Northerly right of way of McKenzie
Highway (Main Street); thence along the Northerly margin of McKenzie Highway North
89041' 09" West, 28.90 feet to the Point of Beginning, in Springfield, Lane County,
Oregon.
PRE.SUBMITTAl REC'O
SEP2 9 2009
.
.
City of Springfield
Site Plan Review Pre-Submittal Request
Exhibits
September 29, 2009
EXHIBIT I
Letter from Clayton McEachern,
City of Springfield Civil Engineer,
Dated July 12, 2009
PRE-SUBMITTAL REC'D
SEP 2 9 2009
.
PUBLIC WORKS DEPARTMENT
ADMINISTRATION / ENGINEERING DIVISION: (541) 726-3753. FAX: (541) 736-1021
ENVIRONMENTAL SERVICES DIVISION: (541) 726-3694. FAX: (541) 726-2309
TRANSPORTATION DIVISION. (541) 736-1006. FAX: (541) 726-3781
MAINTENANCE DIVISION: (541) 726-3761 . FAX: (541) 726-3621
225 FIFTH STREET
SPRINGFIELD, OR 97477
www.ci.springfield.or.us/depLPw.htm
www.ci.springfield.or..us
July 13, 2009
Subject: Easement adjustment for tax lot 1702-35-32-05317
To Mr. Mathews,
I have researched the existing blanket public utility easement across the western side of the above
mentioned tax lot.
It appears that the easement was created when 69th St was relocated to the east and several
utilities that were previously in the city owned ROW for 69th St were not relocated. The only utility
line in the easement that the city has interest in is the 66 storm drain line that drains to the north
through the easement.
A Development Issues Meeting (DIM) is recommended for questions such as this, Through this
process the city can provide definitive answers on this or any other questions or previously unknown
circumstances that could affect any potential development on the site. The city will also seek input
from all parties affected by the development (such as SUB, ODOT, Willamalane, and other private
utilities).
Upon preliminary inspection, a 20' wide easement centered on the surveyed location of the line
would probably be acceptable. Based on the approximate location of the storm drain line shown in
the city GIS maps that the east portion of the easement would overlap with the existing ODOT
owned property and city owned ROW for 69th St. The western portion of the easement would intrude
into the parking lot of the existing business (Dari-Mart) on the site.
Additionally, any other utilities located within this easement will need to have a concurrence
letter from the concerned utility or owner to allow the easement adjustment.
The easement relocation can be handled through the typical site development submittal process
or as an independent submittal. City planning staff can provide assistance with the details of the
submittal process.
Sincerely,
Clayton McEachern, PE,
Civil Engineer
Ph (541) 736-1036
Email: cmceachern@ci.soringfield.or.us
PRE~SUBMITIAl REC'O
SEP2 9 2009
10/30/2007 14:22 FAX 747~
lYse FAX
.
~ 0011001
SPRINGFI ELD UTILITY BOARD
WATER SERVICF. CE}.;TER. 202 South 18t~ Strut Sprlngflold. OR 97411-5240 TQ: 541.726.239' Fu 541.747.7348 www..ubutil.com
10/3012007
Mr. Matt Mathews
TBG Architects & Plannlll1l Inc .
. 132 E Broadway, Suite 200
. Eugene OR 97401
Dear Mr. Mathews:
SUBJECT: 6898 Main Street Retail Addition
I was asked to review the proposed retail building expansion adjacent to SUB's 8" waterline at
the abtlve address. The existing waterline is within an easement retained by the City of
. Springfield when the 69th Street right-of-way was vacated. The waterline is lead jointed cllSt iron
pipe installed in 1952 at a depth of4'-5'. The proposed building footprint is within the former.
right-of-way at a distance of approximately 6 feet from the waterline. We feelthat no structure
should be placed closer that 10' from the centerline of the 8" waterline. Ten feet provides
adequate protection from damages to the waterline during building construction and allows
sufficient room for equipment access for maintenance of the wilterline without risk: to the
building.
If you have any questions, please contact me at 126-2396.
Sincerely,
<lS o..d- f N\ c...lt"o ()
Bart E. McKee P.E.
Senior Civil Engineer - Water Division
BEM:mk
PRE.SUBMIlTAL REC'O
SEP2 9 2009
. : S:\AOREIlMNru.etters\6898 Main Street building expamlon ID-31l-07.docx
.
City of Springfield
Site Plan Review Pre-Submittal Request
Exhibits
September 29, 2009 .
.
EXHIBIT J
Letter from Bart McKee, PE,
Springfield Utility Board, Senior Civil Engineer
,; Dated October 30, 2007
\
PRE-SUBMITTAL REC'O
SEP 2 9 2009
10/30/2007 14:22 FAX 747~
lYse FAX
SPRINGFl ELD UTI LITY BOARD
.
Ii!I 0011001
WATER SERVler cn':TIR 2Q2 South 18th Strut Sprlngflold. OR 97417.524Q ToI541.726.2396 FIJI. 541,747,7348 www..L1btltil.com
10/3012007
Mr. Matt Mathews
TBG Architects & Planners Inc
. . 132 E Broadway, Suile 200
Bugt:lle OR 97401
Dear Mr. Mathews:
SUBJECT: 6898 Main Street Retail Addition
I was asked to review the proposed retail building expansion adjacent to SUB's 8" waterline at
the above address. The existing waterline is within an easement retained by the City of
. Springfield wht:ll the 69th Street right-of-way was vacated. The waterline is lead jointed cast iron
pipe installed in 1952 at a depth of4'-S', The proposed building footprint is within the fOIIller .
right-of-way at a distance of approximately 6 feet from the watei-line. We feel that no structure
should be placed closer that 10' from the centerline of the 8" waterline. Ten feet provides
adequate protection from damages to the waterline during building construction and allows
sufficient room for equipment access for maintenance of the waterline without risk to the
building.
If you have any questions, please contact me at 12&-2396,
Sincerely,
CL5 o..d- r N\ c.-\G2. ~
Bart E. McKee P.E.
Senior Civil Engineer - Water Division
BEM:mk
,
. S:\AOREEMNru.etters\6898 Maln Saect buUding explllllliOll J()..3o-07.doCll
PRE.SUBMITTAl REC'O
SEP2 9 2009
.
City of Springfield
Site Plan Review Pre-Submittal Request
Exhibits
September 29, 2009
EXHIBIT K
Stormwater Drainage Study
by SS&W Inc.-Engineers,
Dated September 28, 2009
.
PRE.SUBMITTAL REC'O
SEP 2 9 2009
.
.
STORMW A TER DRAINAGE STUDY
69th & Main Retail Addition
6898 Main Street, Springfield, OR
SSfW 9nc.-engineers
SURVEYORS f PLANNERS
2350 Oakmont Way, Suite 105
Eugene OR, ~7401
Phone (541) 485-8383
Fax (541) 485-8384
email@SSW-Engineer.com
Job No. 07-6617
DATE: September 28, 2009
PRE.SUBMITIAl REC'O
SEP 2 9 2009
- -- .EXpiREs:-~~;
-i-
IilJ 002
,"'ax: (541) 736-1021
STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK
~ ....., '.l-'I"'H.;"~""':'~:'~~~-~;''': L!~ ('" .,.... ': ..': ',' . ' " . I... "',~:',:~~-r,~'1~1:1~~:~ "
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. }>J'!ljecl Name: 1>"'<2.' _ tJ\"'....-< /!...'N-.<-""..J. ' Applicant: ss,~w \.:.:. -"'...... \,..,e&....~ I v..."-'"'A",.A c.~
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PJ'ojectSize(Acres): O."ilol,( I Fax#: Cs--II') ....'l....~...."S.'i.....
ApproL Impervious Area: 0.1.\"'1 {,;<.T...... '\ Email: ~........\ ~ Sl>u:.-"'~'f"f(" ...~
Projeci DescdptiOD (Include a copy of Assessors map):
,&...b>"''' A-= l>"~l;.,~ ~_,,~ 0" BX.m'1t.l4l:l..r..\-M.^~1'. ~'''T'~4 A~\ll.l...t.l. A~"'" l\o..t>.
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To"gE' ~"f"'O~' "'t. ~""'1:0 ~ ClO li<l,. c:-r. 'jI.e;i'.;c.'7"'e't. ~I .
D~ge Proposal (Public connection(s). dischazge l~on(s), etc. Anach additional sheet(s) ihecessal)':
s."_~"li5'1l.. 'T.. 'J>~I~,lItf"'7~~,~O ~1~'" 'R> e-~'''"J'''''Cf 1i1~;;'f'''''.oASI'7..
\0111-\0<.1-1 'i:>ll4\...!:" ...... Cf7'1.... .s~.......~.I>'c,..;.. ~"'''I,"to-. Mb"4 ,....,'''''S''1~(,f1'
osed Sto water Best an ement Pra' :
'VE!<,r?10111kJ<S ~...t..6' W>.....zet> /T~ f'lt)I:e7~ t.J~...:1 ~
t:F u>;
'-:::;,:::;;;;;.; ~"">";;"';';' ..dzbHnii UfiiJiiuib'''lh.{i;;''ti''dR """ folll"A' /(""'/ ~".....----,_... ..': '.
~.': ,<: . ;!f',:,:,:': ~iHfiiri~;:"'I~~,F'l#iked'/i;l1~1fe: (:'IIY: ~~~!1Jeli'onl;imd'biifi.k,of*- ~~'~!JitII,.D;.;~~~;i4, Wi i;i: . ':'; fi..',.
.,... '_""'.',b' an' IlCatlQnto-heco1l;- ete ,'submlilii1;altlw horheu .ui1'einertb. :b.i~l!$r':' H ;.f:.":: ;.:,
Drainsl!e Study Tvne lEDSPM Section 4.03.Z): (Note. DR mav be substituted fur Rational Method)
o Small Sito Study - (uso RaIioDal Method for calculatlQlls) .
. Mid-Level Development Study - (use Unit Hydrograph Method for caIoulatlO1lJl)
o Full Drainage Development Study - (use Unit Hydrolll'iph Method for oBIculations)
Environmental ConsideJ1ltioDBI
'1 1I~~~"~~__.. .......I:,n;='~_n.. . .
.~.::5~f ~.~'~~mrl=;~;t,::~.;'-.,."fS~
IiIN1A SEP 2 9 2009
o Flow line for starting water surface elevation:
o Design. HGL to use.for starting water SUIfuce elevation:
D Manhole/Junction totalceanalysiil to:
R~m lei MlJitstOUder@cnyofspringneid.emaii: mstO~i.siiiiiia1i9iii.a,..iiS..FAX: (541f'13s:.f02-". .
C:B ~\1d
~i9N3 MSS
. '1>8E8581>U><;j
~1>:88 ~8B~JBEJ8B'
08/31/2007 10:06 FAX 541 73'ilf21
CITY OF SPRINGFIELD PW. 141003
COMPLETE STUDY ITEMS
I P",Official U..Oply. tAbS
'" Saled upon thE info/'mali(J!J provided on rhofronl oflhi3 .h'tl, .hefolluwing repr"".nI.1; a minimum ofwhar ;" noodedjor an
applicatio" 10 /;4 M",plelejor mbmllfal Wilh raped 10 draInage; howilVer, lill.lI" ,lIould not b. usea in lieu '>r'h. Sprl"gfle/J
DrrJeJopmrml Code (SDC) or Ih. City's Engine/Jrlng D.lilgn Manual. Compllwu:e w/lh /hue rlqUirem.nl~ dOl,' not clJl1SlllUl. 5/11
apprtNaI: Additional .ire ,p..Ifi. informatio~1 mil)' b. required. No": Upon scoping liMit submittal. ,,,,,ur. completed form hlY bOIl"
aign.d In the spaceprtlVld.a below:
loterim PAlIn StaodardsIWater Quality (EDSPM Chapter 3)
~V~ .' ,,'
t'bI 0 AU DOlI.building rooftop (NBR) imp""'iollS swtlIees shall be pre-h'"ted (e.g. multi-chambered earchbasin wfon liItration
, - ,~~ ------mema) -fuiswnnwatet-qull1iry;"-AddltiQllaDy; a minimom-of,SII%oflheNBR-impervil>US surfaeuballbel1:eated by-----"
vege~<l merhods.
o Where reqlllred, vegelalive alOm1water design shall be coll8istent with interim design """'dllI'ds (EDSPM Sectioo 3.OZ), set
forIh by the Bureall of1l1lviromnental Services (IlES) or Clean Wam Sel'vices (CWS),
o For new NBR impervious atea Jess than 15,000 aqullnl fee~ a simplified design approacll may be followed as specified by
me BES for vellelative tmtmenL '
o Ita stonnWaIerwalmenl swale is proposed, submit oaIQulatioosfspeciflcatlOllS for sizing, velocity, ,low, side slop... bottom
slope, and seed mix cOIlllislent with either BES or CWS /'lIquiremenls_
o Water Quality QaIcullllions as required in Sec:tion3.03.1 oCtbe EDSPM
~ AU building rooftop mounted equipment, or other fluid conWning equipment locllted outside of the buildln& shall
be provided with ~OlldaIy cODlaimnenl (Jt w08lhet rosislant enc[o,ure.
Genel':lll Study Requb'emCllts (EDSPM SectloD 4.03) _ ' .
Iii 0 DteJMge swdy prepated by a Professional Civil Engineer llo;eased in the Slate of Oregon.
o I!i A complom draina$e smdy, as required in EDSPM Secli0ll4.03.1, including a hydrologlcal SlUdy ...,ap,
118- 0 CalculatioDs showinG sySlOll1 capacity for a 2-year stoml evenl and overflow effectS of a 25-year smrm evenl.
iil 0 'Ibe time ofeonoentnltion (Tc) shall be detennillod uaing a 10 minute slal'ttlme for developed basms.
iJ
8
~
a
RovleW at Dowos!ream System (EDSPM Section ..03.4.C) , ,
o l!i' A downmw drainage analysis as described in EPSPM s.cilon 4.03.4.C. On.,s!te drainagIl shall t,. govBIIUld by lbe
Oregon Plumbing Specially Code COPSC).
D. i}EIevatioDs otth. HOL and flow lines for both all)' 8IIC.t prlvlIle systems where applicable.
De.ign ofstorm S)'!ItemB (EDSPMSeeiloD 4,04)
fd! 0 Flow Jines, slopes, rim cJevaWml:, p~ type and size$ clearly indicated on tho plM ~.
ZI 0 Minimum pipe CoVel' shall be 18 inches for teinforced pipe and 36 iDchea for plain concretll and p1amc pipe materials, or
proper engIDoerlllg calculm:lons shall be provided wb"" Ion. 1'hG cover shall be snffieiellt to suppa."!: lID 80,000 Ib load
wilhout 1\dIure of the pipe =e.
o /!iManning's .... velllea fot pJpe< Jlhall be eoD$i$"'ol with Table 4-1 ofrheEDSP. All sto.rm pipes shall be designed to
achieve Ii minimnm velocity oilbroe (3) feet pel second at 0.5 pipe tiill based on Table 4-1 as well
OtherlMlso
IjI 0 Existing and proposed contours,looated al OIle foot interval. Inchule Spal elelta1iOllB lIIld Jilll gmd..; showing how silo
,drains ..
Ijl 0 Private slarmwater _ears sh,.J1 be eIearIy depicted on plans When private stormWall<r flows from one proper1;lt' to
another
o ~ :D?",:ells ~lnot receive ~offfrom any sur:~c~ w/o belns lmted by one or DIOre BMPs.Wlth tb, ex~mtcmof!:\lSJfIe1njaJ
.......boi!dingl'Oofs<SpSPSeclIon 3,03,4;A)~-Additionalprovlslonsapply to thisas tequiredby theDBQi-RefOl'totheweb$ite:.. . ..
'..~.''''':www:deo'.ta!l!'''l:i1'!lfwafmnmdwaloichome,hcm'for'mOl'll,lnfOl'lllatlOll;c'"~;",;,.",~",","0=....'...'__".~-.;.~.;. .,"~.-"'~,~-.,'-..-.,.,.--, ,
o ~oDpondBsbau be designed to limilronofflo ~pmODt~forthe 2 ~~2S.;"'ITTAL RECIO
*TIIlsfo,,,. Rbt1ll be included tIS tIIJ attncIunmt, iMide thtfronl wver, (Jfthe stDl11t",l/ier Jbldy
I ":',' ."..~:.4M'i~" ", . '. - . . ---.SEP292009
,_ " ,fHl/Q f. " ~ 'UASEBEtWBlt:LOrr.4N!J$.ftJNl . ~
As lhungiDcer of=ord. I hereby cerlifY,tbe above tcquin;d items are .. "
complem and incIndedwitb ibo submil!edstcmnv3mrSlUdJlandplan oat ~~ ~~,lag
Form Venlion2: March2004
ee 39\;1d
&B3NI9oI3MSS
. \iEie8!;8\it\i~
1'1> ;89 '.Leel/ee/Be.
.
.
OVERVIEW
1.0 INTRODUCTION
The subject property involved in the proposed development is a gently sloping 0.74-acre
development site, currently developed with a Dari Mart and coffee stand. The site is on Tax Lot
5317 Assessor's Map 17-02-35-32. The site is bounded on the East by 69th Street, bounded on
the North and West by adjacent lots, and bounded on the South by Main Street (McKenzie
Highway). A 3,700 square foot retail and 900 square foot additional buildings are proposed on
. ... .. _thLs.ubjecl:p.~op~I!y',_~omplete witl1_a.parking .lot'.2.~tary sewers, .and storm.. draiIl<lgl':..
infrastructure to carry runoff from the development to the existing public storm system. 3,177
square feet of new or replaced non building surface will be added to site.
Seventy-nine percent of the new non-building runoff will be treated with a vegetated swale.
Stormwater runoff from the west paved area on the site will be directed through a curb cut to the
vegetated swale. Catch basins equipped with filters and oil/water separators will be placed in the
swale for catching overflow. Roof and sidewalk run-off is routed to the existing system on the
site. The vegetated swale will filter pollutants and sediments from the run-off and the planting of
trees within the swale and detention pond areas will further pre-treat the stormwater runoff by
reducing the temperature of the runoff before it enters the public system.
Hydrologic calculations to determine the existing (pre-development) and proposed (post-
development) runoff amounts are included, as are hydraulic calculations to determine pipe
sizing, and calculations to determine the sizing of the proposed vegetated swale.
A "Stormwater Management System Scope of Work" sheet was submitted to the City for the
proposed development. The scoping sheet states that a downstream analysis of the receiving
system is not required for this report. Mid-Level Development Study is required using Unit
Hydrograph methods.
2.0 PURPOSE
The purpose of this report is to attempt to comply with the requirements of-Article 32.110
Stormwater Management of the Springfield Development Code, and the Springfield Public
Works Engineering Design Standards and Procedures, dated April 2006.
..-.._,c-._,_.....~,-._-.,-,..,_. :".~"-,:,...,, '"~"." "..,-o',,"=.,..,.,.,.'C.~.,. ...".,..;"'.".,...~_-;-,-c,' .._-.._..._'.~.. . '"~"""." ... -..
PRE.SUBMITIAl REC'D
SEP 2 9 2gg~
.
.
HYDROLOGIC AND HYDRAULIC CALCULATIONS
69TH & MAIN ADDITION:
1.0 PURPOSE
The purpose of these hydrologic and hydraulic calculations is to determine the runoff flows froin
the subject property for both pre-development and post-development conditions, and to verify
pipe and swale sizing for the proposed development.
2.0.CALClJLATIO!ll.METHQQS
The Santa Barbara Urban Hydrograph (SBUH) method was used to determine the pre-
development and post-development runoff from the site. Excel software was used to perform the
specific calculations. The input variables and resulting flow rates are included in Appendix A.
The flow calculated from the SBUH was proportioned by. area and used to size the drainage
pipes for the post-development runofffrom the site (2-year and 25-year event).
Time of Concentration:
The Time of Concentration for the pre-development conditions was determined using an initial
time of.lO minutes, and then adding'the calculated travel time for pipe flow, gutter-flow, and
flow to the existing catch basin from the most remote point in the basin. The pipe flow
calculations were determined using Manning's Equation for pipe flow. Specific Time of
Concentration calculations for the pre-development conditions are included in Appendix A.
The Time of Concentration for the post-development conditions was provided by the City of
Springfield staff to be 10 minutes.
As shown in Appendix A:
. The Time of Concentration for the pre-development (existing) conditions was
calculated to be 10.9 minutes.
3.0 PIPE SIZING
The pipe sizing calculations is included in Appendix A. Required flows to the swale and the
existing 8-inch stormwater pipe were proportioned from the site peak-flow calculation and areas
being drained. A Manning's n value of n = 0.013 was used for PYC pipes per City of
Springfield Engineering Design Standards manual, achieving a minimum cleansing velocity 3.0
ft/s for all new pipes. Existing pipes were checked for capacity using the sfl;W.e~~ P.EC'
value. PRt.~UtlIVIIIIAl K D
'4:0'SWALE/CONVEYANCE'
-'",:",,,,,,,,,,~",,,c,"""""',,.,.-~,,,'-'
.... .-......-... _........SEo'2..9.~OO 9
- . . " - .. -. . "r"' .~
A vegetated swale was chosen as the best method for pre-treating the stormwater runoff by
allowing for natural percolation. The vegetation will also aid in cooling the water prior to
disposal in the public system. Swale design guidelines were obtained from the Bureau of
Environmental Services-City of Portland (BES) manual. A detail from the BES manual is
.
.
included in Appendix B, while the specific dimensions and layout of the swale design is shown
on the Grading Plan, Sheet C3.
Form SIM from the BES manual was used to calculate the necessary swale dimensions for the
post-development runoff. Tree credits were taken as applicable from the landscape architect's
plans. The Form SIMs are included as Appendix B.
5.0 CONCLUSION
The preliminary stormwater drainage facilities planned for the proposed development will be
. adequafe'toconvey'runof['from"llie"prciposed'developriient......The~vegefaied.swiiIe-willprovide
required water quality of the expected runoff. In large storm events, the swale is provided with
an overflow to direct floodwaters to the existing stormwater system located on the property
leading to the Main Street storm system, and away from the subject site and adjacent properties.
",,,-,"''''.'''','',7"""'Y'
PRE.SUBMITIAL REC'O
SEP2 9 2009
.
.
APPENDIX A
CALCULATION SHEETS
STORMW A TER DRAINAGE STUDY
. 69th & MAIN RETAIL ADDITION:
6898 Main Street, Springfield, OR
UNIT HYDROGRAPH REPORTS,
TIME OF CONCENTRATION,
PIPE SIZING FOR 2- YEAR STORM EVENT
AND 25- YEAR STORM EVENT
..,.,-,."...,.-:",.... -~"--.-"..,.'..-'_.,."'-,..,".."'."'".:",'..,..,,,. --~'.-'"-'.~
. .
~ ,,':_, ''':'- ','-."" ''''''-'i ",,,:,,:-,,_-;",.',,,,,,O-:';'~."-',~''"''~~'-'''-''''' ';"-~.'.."..' ,C,- .,.
PRE.SUBMITTAL REC'D
SEP2 9 2009
--k~G~A~hit et!-- I .. i~-~ -H-++-- ml I i . f-1 -i- -f-
--!-
I , I I I SHEET NO, . I'
I"qan:jMaft i I II I 1 -t 1 ~ TiNe. I Ot-6617 I
,
-r-S pniJgfl~Ta :JRi I I I I I I i r:YAT roto7 ~cn-
, I ,~ BY
-Ii ! T --T i -r
,
L pnen~ ,I
- f--P<e-De el L
~hQ_iJn f--- 'T I i
-, J )) o,~ S I ,
'\re~jfia-1---gl'!. Storage (
I-r- --
Pervious o 28V 5 13_3 0_6.
I ~pervl' us 01453 [98 . .2 O_O~
'" In, 9 to~m-lEvert
1-
- - ean-24 ho'r-: -
JRalnfall-~~ , -r-
,----3,3 InJ I - ----
l1]r I I
pe.. erements -Jw min+
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PRE.SUBMITTAL REC'O
SEP2 92009
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TBG
Dari Mart
Springfield OR
Pre-Development Calculations
~of\~
07-6617
<1/110/09 MAC
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs cfs
1 0 0.0000 0.0000 0 0.000 0 0 0 0 0 0
2 10 0.0040 0.0132 0.013 0.000 0.000 0.000 0.000 0.000 0.00 0.00
3 20 0.0040 0.0132 0.026 0.000 0.000 0.000 0.000 0.000 0.00 0.00
4 30 0.0040 0.0132 0.040 0.000 0.000 0.000 0.000 0.000 0.00 0.00
5 40 0.0040 0.0132 0.053 0.000 0.000 0.001 0.001 0.000 0.00 0.00
6 50 0.0040 0.0132 0.066 0.000 0.000 0.003 0.002 0.001 0.01 0.00
7 60 0.0040 0.0132 0.079 0.000 0.000 0.006 0.003 0.002 '. 0.01 0.01
8 70 0.0040 0.0132 0.092 0.000 0.000 0.010 0.004 0.003 0.01 0.01
9 80 0.0040 0.0132 0.106 0.000 0.000 0.016 0.005 0.003 0.01 0.01
10 90 0.0040 0.0132 0.119 0.000 0.000 0.022 0.006 0.004 0.02 0.01
11 100 0.0040 0.0132 0.132 0.000 0.000 0.028 0.007 0.004 0.02 0.02
12 110 0.0050 0.0165 0.149 0.000 0.000 0.037 0.009 0.006 0.02 0.02
13 120 0.0050 . 0.0165 0.165 0.000 0.000 0.047 0.010 0.006 0.03 0.02
14 130 0.0050 0.0165 0.182 0.000 0.000 0.057 0.010 0.006 0.03 0.03
15 140 0.0050 0.0165 0.198 0.000 0.000 0.068 0.011 0.007 0.03 0.03
16 150 0.0050 0.0165 0.215 0.000 0.000 0.080 0.011 0.007 0.03 0.03
17 160 0.0050 0.0165 0.231 0.000 0.000 0.092 0.012 0.007 0.03 0.03
18 170 0.0060 0.0198 0.251 0.000 0.000 0.106 0.015 0.009 0.04 0.03
19 180 0.0060 0.0198 0.271 0.000 0.000 0.122 0.015 0.009 0.04 0.04
20 190 0.0060 0.0198 0.290 0.000 0.000 0.137 0.016 0.010 0.04 0.04
21 200 0.0060 0.0198 0.310 0.000 0.000 0.153 0.016 0.010 0.04 0.04
22 210 0.0060 0.0198 0.330 0.000 0.000 0.170 0.016 0.010 0.04 0.04
23 220 0.0060 0.0198 0.350 0.000 .0.000 0186 0.017 0.010 0.05 0.04
24 230 0.0070 0.0231 0.373 0.000 0.000 0.206 0.020 0.012 0.05 0.05
25 240 0.0070 0.0231 0.396 0.000 0.000 0.226 0.020 0.012 0.05 0.05
26 250 0.0070 0.0231 0.419 0.000 0.000 0.246 0.020 0.012 0.06 0.05
27 260 0.0070 0.0231 0.442 0.000 0.000 0.266 0.020 0.012 0.06 0.05
28 270 0.0070 0.0231 0.465 0.000 0.000 0.287 0.021 0.013 0.06 0.06
29 280 0.0070 0.0231 0.488 0.000 0.000 0.307. 0.021 0.013 0.06 0.06
30 290 0.0082 0.0271 0.515 0.000 0.000 0.332 0.025 0.015 0.07 0.06
31 300 0.0082 0.0271 .0.543 0.000 0.000 0.357 0.025 0.015 0.07 0.06
32 310 0.0082 0.0271 0,570 0.000 0.000 0.382 0.025 0.015 0.07 0.07
33 320 0.0082 0.0271 0.597 0.000 0.000 0.407 0.025 0.015 0.07 0.07
34 330 0.0082 0.0271 0.624 0.000 0.000 0.432 0.025 0.015 0.07 0.07
35 340 0.0082 0.0271 0.651 0.000 0.000 0.457 0.025 0.015 0.07 0.07
36 350 0.0095 0.0314 0.682 0.000 0.000 0.486 0.029 0.018 0.08 0.07
37 360 0.0095 0.0314 0.713 0.001 0.001 0.516 0.030 0.018 0.08 0.08
38 370 0.0095 0.0314 0.745 0.002 0.001 0.546 0.030 0.019 0.08 0.08
39 380 0.0095 0.0314 0.776 0.003 0.002 0.576 0.030 0.019 0.08 0.08
40 390 0.0095 0.0314 0.808 0.006 0.002 0.606 0.030 0.019 0.09 0.08
41 400 0.0095 0.0314 0.839 0.008 0.003 0.636 0.030 0.019 0.09 0.09
42 -410- -- 0,0134-- -0,0442- --0,883-- -0,013- .-0,005--- -0,678-- --0,042-- -0,028- --042-- '--Oc10-- -
43 420 0.0134 0.0442 0.927 0.019 0.006 0.721 0.043 0.028 0.13 0.12
44 430 0.0134 0.0442 0.972 0.026 0.007 0.763 0.043 0.029 0.13 0.12
45 440 0.0180 0.0594 1.031 0.036 0.010 0.821 0.058 0.039 0.18 0.14
46 450 0.0180 0.0594 1.090 0.048 0.012 0.879 0.058 0.040 0~"Ul.. 1...D.16'/i
47 460 0.0340 0.1122 1.203 0.074 0.026 0.988 0.109 0.077 0~3S: )lOltSl
48 470 0.0540 0.1782 1.381 0.126 0.052 1.163 0.175 0.127 0.57 .9.37
49 480 0.0270 0.0891 1.470 0.156 0.030 1.250 0.088 0.065 0.29 .)IOt"'411i
50 490 0.0180 0.0594 1.529 0.177 0.021 1.309 0.059 0.044 0.20 0.31
51 500 0.0134 0.0442 1.573 0.194 0.017 1.353 0.044 0.033 0.15 0.22
i\L REC'D
~ 2009
F:\JOBS\6600's\6617\Excel\2-yr SBUH9-16-09.xls
.
",!"
Pre-Developmelii Calculations
.
TBG
Dari Mart
Springfield OR
"OF \'6'
07-6617
c)11("lo~'MAC
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs cfs
52 510 0.0134 0.0442 1.618 0.211 0.017 1.396 0.044 0.033 0.15 0.18
53 520 0.0134 0.0442 1.662 0.229 0.018 1.440 0.044 0.034 0.15 016
54 530 0.0088 0.0290 1.691 0.241 0.012 1.468 0.029 0.022 0.10 0.14
55 540 0.0088 0.0290 1.720 0.253 0.012 1.497 0.029 0.022 0.10 0.11
56 550 .0.0088 0.0290 1.749 0.265 0.012 1.526 0.029 0.022 0.10 0.11
57 560 0.0088 0.0290 1.778 0.278 0.013 1.555 0.029 0.022 0.10 0.10
58 570 0.0088 0.0290 . 1.807 0.291 0.013 1.583 0.029 0.023 0.10 .0.10
59 580 0.0088 0.0290 1.836 0.304 0.013 1.612 0.029 0.023 0.10 0.10
60 590 0.0088 0.0290 1.865 0.317 0.013 1.641 0.029 0.023 0.10 0.10
61 600 0.0088 0.0290 1.894 0.330 0.013 1.670 0.029 0.023 0.10 0.10
62 610 0.0088 0.0290 1.923 0.344 0.014 1.698 0.029 0.023 0.10 0.10
63 620 0.0088 0.0290 1.952 0.358 0.014 1.727 0.029 0.023 0.10 0.10
64 630 0.0088 .0.0290 1.981 0.372 0.014 1.756 0.029 0.023 0.10 0.10
65 640 0.0088 0.0290 2.010 0.386 0.014 1.785 0.029 0.023 0.10 0.10
66 650 0.0072 0.0238 2.034 0.398 0.012 1.808 0.024 0.019 0.08 0.10
67 660 0.0072 0.0238 2.058 0.410 0.012 1.832 0.024 0.019 0.09 0.09
68 670 0.0072 0.0238 2.082 0.422 0.012 1.855 0.024 0.019 0.09 0.09
69 680 0.0072 0.0238 2.105 0.434 0.012. 1.879 0.024 0.019 0.09 0.09
70 690 0.0072 0.0238 2.129 0.446 0.012 1.902 0.024 0.019 0.09 0.09
71 700 0.0072 0.0238 2.153 0.458 0.012 1.926 0.024 0.019 0.09 0.09
72 710 0.0072 0.0238 2.177 0.471 0.012 1.950 0.024 0.019 0.09 0.09
73 720 0.0072 0.0238 2.200 0.483 0.013 1.973 0.024 0.019 0.09 0.09
74 730 0.0072 0.0238 2.224 0.496 0.013 1.997 0.024 0.019 0.09 0.09.
75 740 0.0072 0.0238 2.248 0.509 0.013 2.020 0.024 0.019 0.09 0.09
76 750 0.0072 0.0238 2.272 0.522 0.013 2.044 0,024 0.019 0.09 0.09
77 . 760 0.0072 0.0238 2.295 0.535 0.013 2.068 0.024 0.019 0.09 0.09
78 770 0.0057 0.0188 2.314 0.545 0.010 2.086 0.019 0.015 0.07 0.08
79 780 0.0057 0.0188 2.333 0.555 0.010 2.105 0.019 0.015 0.07 0.07
80 790 0.0057 0.0188 2.352 0.566 0.010 2.124 0.019 0.016 0.07 0.07
81 800 0.0057 0.0188 2.371 0.576 0.011 2.142 0.019 0.016 0.07 0.07
82 810 0.0057 0.0188 2.390 0.587 0.011 2.161 0.019 0.016 0.07 0.07
83 820 0.0057 0.0188 2.408 0.598 0.011 2.180 0.019 0.016 0.07 0.07
84 830 0.0057 0.0188 2.427 0.608 0.011 2.198 0.019 0.016 0.07 0.07
85 840 . 0.0057 0.0188 2.446 0.619 0.011 2.217 0.019 0.016 0.07 0.07
86 850 0.0057 0.0188 2.465 0.630 0.011 2.236 0.019 0.016 0.07 0.07
87 860 0.0057 0.0188 2.484 0.641 0.011 2.254 0.019 0.016 0.07 0.07
88 870 0.0057 0.0188 2.502 0.652 0.011 2.273 0.019 0.016 0.07 0.07
89 880 0.0057 0.0188 2.521 0.663 0.011 2.292 0.019 0.016 0.07 0.07
90 890 0.0050 0.0165 2.538 0.673 0.010 2.308 0.016 0.014 0.06 0.07
91 900 0.0050 0.0165 2.554 0.682 0.010 2.325 0.016 0.014 0.06 0.06
92 910 0.0050 0.0165 2.571 0.692 0.010 2.341 0.016 0.014 0.06 0.06
93.- 920. . 0:0050 00165.. 2:587- ..0.702 ..-0:010 .. 2.357 0.016 0:014 0:06 0:06
94 930 0.0050 0.0165 2.604 0.712 0.010 2.374 0.016 0.014 0.06 0.06
95 940 0.0050 0.0165 2.620 0.722 0.010 2.390 0.016 0.014 0.06 0.06
96 950 0.0050 0.0165 2.637 0.732 0.010 2.407 0.016 0.014 0.06 0.06
97 960 0.0050 0.0165 2.653 0.742 0.010 2.423 0.016 0.0 ID.Olnn mOEi'lI!.
98 970 0.0050 0.0165 2.670 0.752 0.010 2.440 0.016 0.01lf 'cr.06 .. , 'OlO6ul'
99 980 0.0050 0.0165 2.686 0.762 0.010 2.456 0.016 0.014 <61:% . d].l!lJ$i1d
100 990 0.0050 0.0165 2.703 0.772 0.010 2.472 0.016 0.014 1roB. 0.06
101 1000 0.0050 0.0165 2.719 0.782 0.010 2.489 0.016 0.014 0.06 0.06
102 1010 0.0040 0.0132 2.732 0.790 0.008 2.502 0.013 0.011 0.05 0.06
C'D
F:\JOBS\6600's\6617\Excel\2-yr SBUH9-16-09.xls
TBG
Dari Mart
Springfield OR
.
.,
,,<.' .
Pre-Developmemt Calculations
.
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. AccumuJ. Incremental Accumul. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs cfs
103 1020 0.0040 0.0132 2.746 0.799 0.008 2.515 0.013 0.011 0.05 0.05
104 1030 0.0040 0.0132 2.759 0.807 0.008 2.528 0.013 0.011 0.05 0.05
105 1040 0.0040 0.0132 2.772 0.815 0.008 2.541 0.013 0.011 0.05 0.05
106 1050 0.0040 0.0132 2.785 0.823 0.008 2.554 0.013 0.011 0.05 0.05
107 1060 0.0040 0.0132 2.798 0.832 0.008 2.568 0.013 0.011 0.05 0.05
108 1070 0.0040 0.0132 2.812 0.840 0.008 2.581 0.013 0.011 0.05 0.05
109 1080 0.0040 0.0132 2.825 . 0.848 0.008 2.594 0.013 0.011 0.05 0.05
110 1090 0.0040 0.0132 2.838 0.856 0.008 2.607 0.013 0.011 0.05 0.05
111 1100 0.0040 0.0132 2.851 0.865 0.008 2.620 0.013 0.011 0.05 0.05
112 1110 0.0040 0.0132 2.864 0.873 0.008 2.633 0.013 0.011 0.05 0.05
113 1120 0,0040 0.0132 2.878 0.882 0.008 2.646 0.013 0.011 0.05 0.05
114 1130 0.0040 0.0132 2.891 0,890 0.008 2.660 0.013 0.011 0.05 0.05
115 1140 0.0040 0.0132 2.904 0.899 0.008 2.673 0.013 0.011 0.05 0.05
116 1150 0.0040 0.0132 2.917 0.907 0.008 2.686 0.013 0.011 0.05 0.05
117 1160 0,0040 0.0132 2.930 0.916 0.009 2.699 0.013 0.011 0.05 0.05
118 1170 0.0040 0.0132 2.944 0.924 0.009 2.712 0.013. 0.011 0.05 0.05
119 1180 0.0040 0.0132 2.957 0.933 0.009 2.725 0.013 0.011 0.05 0.05
120 1190 0.0040 0.0132 2.970 0.941 0.009 2.738 0.013 0.011 0.05 0.05
121 1200 0.0040 0.0132 2.983 0.950 0.009 2.752 0.013 0.011 0.05 . 0.05
122 1210 0.0040 0.0132 2.996 0.958 0.009 2.765 0.013 0.011 0,05 0.05
123 1220 0.0040 0.0132 3.010 0.967 0.009 2.778 0.013 0.011 0.05 0.05
124 1230 0.0040 0.0132 3.023 0.976 0.009 2.791 0.013 0.011 0.05 0.05
125 1240 0.0040 0.0132 3.036 0.984 0.009 2.804 0.013 0.011 0.05 0.05
126 1250 0.0040 0.0132 3.049 0.993 0.009 . 2.817 0.013 0.011 0.05 0.05
127 1260 0.0040 0.0132 3.062 1.002 0.009 2.830 0.013 0.011 0.05 0.05
128 1270 0.0040 0,0132 3.076 1.011 0.009 2.844 0.013 0.011 0.05 0.05
129 1280 0.0040 0.0132 3.089 1.019 0.009 2.857 0.013 0.011 0.05 0.05
130 1290 0.0040 0.0132 3.102 1.028 0.009 2.870 0.013 0.011 0.05 0.05
131 1300 0.0040 0.0132 3.115 1.037 0.009 2.883 0.013 0.011 0.05 0.05
132 1310 0.0040 0.0132 3.128 1.046 0.009 2.896 0.013 0.011 0.05 0.05
133 1320 0.0040 0.0132 3.142 1.055 0.009 2.909 0.013 0.011 0.05 0.05
134 1330 0.0040 0.0132 3.155 1.063 0.009 2.922 0.013 0.011 0.05 0.05
135 1340 0.0040 0,0132 3.168 1.072 0.009 2.936 0.013 0.011 0.05 0.05
136 1350 0.0040 0.0132 3.181 1.081 0.009 2.949 0.013 0.012 0.05 0.05
137 1360 0.0040 0.0132 3.194 1.090 0.009 2.962 0.013 0.012 0.05 0.05
138 1370 0.0040 0.0132 3.208 1.099 0.009 2.975 0,013 0.012 0.05 0.05
139 1380 .0.0040 0.0132 3.221 1.108 0.009 2,988 0.013 0.012 0.05 0.05
140 1390 0.0040 0.0132 3.234 1.117 0.009 3.001 0.013 0.012 0.05 0.05
141 1400 0.0040 0.0132 3.247 1.126 0.009 3.015 0.013 0.012 0.05 0.05
142 1410 0.0040 0.0132 3.260 1.135 0.009 3.028 0.013 0.012 0.05 0.05
143 1420 0.0040 0.0132 3.274 1.144 0.009 3.041 0.013 0.012 0,05 0.05
-144-. 1430 --0,0040.- -0,01-32- -3,287- --1:-153-- -.0,009-- ---3,054- . ..0,01-3- O,01Z- . 0,05-- --0:05-
145 1440 0.0040 0.0132 3.300 1.162 0.009 3.067 0.013 0.012 0.05 0:05
5..1'\~
07-6617
~ I lid GSi MAC
PRE-SUBMITTAL REC'D
SEP 2 9 Z009
F:\JOBS\6600's\6617\Excel\2-yr SBUH9-16-09.xls
.
- ..~. .
-! ~
Post-Development Calculations
.
TBG
Dari Mart
Springfield OR
fool' \<(
07-6617
~A 10M MAC
Pervious Area Impervious Area
Time Rainfall Rainfall in AccumuJ. Accumul. Incremental Accumul. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs cfs
1 0 0.0000 0.0000 0 0.000 0 0 0 0 0 0
2 10 0.0040 0.0132 0.013 0.000 0.000 0.000 0.000 0.000 0.00 0.00
3 20 0.0040 0.0132 0.026 0.000 0.000 0.000 0.000 0.000 0.00 0.00
4 30 0.0040 0.0132 0.040 0.000 0.000 0.000 0.000 0.000 0.00 0.00
5 40 0.0040 0.0132 0.053 0.000 0.000 0.001 0.001 0.001 0.00 0.00
6 50 0.0040 0.0132 0.066 0.000 0.000 0.003 0.002 0.002 0.01 0.00
7 60 0.0040 0.0132 0.079 0.000 0.000 0.006 0.003 0.003 0.01 0.01
8 70 0.0040 0.0132 0.092 0.000 0.000 0.010 0.004 0.003 0.02 0.01
9 80 0.0040 0.0132 0.106 0.000 0.000 0.016 0.005 0.004 0.02 0.02
10 90 0.0040 0.0132 0.119 0.000 0.000 0.022 0.006 0.005 0.02 0.02
11 100 0.0040 0.0132 0.132 0.000 0.000 0.028 0.007 0.005 0.02 0.02
12 110 0.0050 0.0165 0.149 0.000 0.000 0.037 0.009 0.007 0.03 0.03
13 120 0.0050 0.0165 0.165 0.000 0.000 0.047 0.010 0.008 0.03 0.03
14 130 0.0050 0.0165 0.182 0.000 0.000 0.057 0.010 0.008 0.04 0.03
15 140 0.0050 0.0165 0.198 0.000 0.000 0.068 0.011 0.009 0.04 0.04
16 150 0.0050 . 0.0165 0.215 0.000 0.000 0.080 0.011 0.009 0.04 0.04
17 160 0.0050 0.0165 0.231 0.000 0.000 0.092 0.012 0.009 0.04 0.04
18 170 0.0060 0.0198 0.251 0.000 0.000 0.106 0.015 0.012 0.05 0.04
19 180 0.0060 0.0198 0.271 0.000 0.000 0.122 0.015 0.012 0.05 0.05
20 190 0.0060 0.0198 0.290 0.000 0.000 0.137 0.016 0.012 0.06 0.05
21 200 0.0060 0.0198 0.310 0.000 0.000 0.153 0.016 0.013 0.06 0.05
22 210 0.0060 0.0198 0.330 0.000 0.000 0.170 0.016 0.013 0.06 0.06
23 220 0.0060 0.0198 0.350 0.000 0.000 0.186 0.017 0.013 0.06 0.06
24 230 0.0070 0.0231 0.373 0.000 0.000 0.206 0.020 0.015 0.07 0.06
25 240 0.0070 0.0231 0.396 0.000 0.000 0.226 0.020 0.016 0.07 0.07
26 250 0.0070 0.0231 0.419 0.000 0.000 0.246 0.020 0.016 0.07 0.07
27 260 0.0070 0.0231 0.442 0.000 0.000 0.266 0.020 0.016 0.07 0.07
28 270 0.0070 0.0231 0.465 0.000 0.000 0.287 0.021 0.016 0.07 0.07
29 .280 0.0070 0.0231 0.488 0.000 0.000 0.307 0.021 0.016 0.07 0.07
30 290 0.0082 0.0271 0.515 0.000 0.000 0.332 0.025 0.019 0.09 0.08
31 300 0.0082 0.0271 0.543 0.000 0.000 0.357 0.025 0.019 0.09 0.08
32 310 0.0082 0.0271 0.570 0.000 0.000 0.382 0.025 0.020 0.09 0.09
33 320 0.0082 0.0271 0.597 0.000 0.000 0.407 0.025 0.020 0.09 0.09
34 330 0.0082 0.0271 0.624 0.000 0.000 0.432 0.025 0.020 0.09 0.09
35 340 0.0082 0.0271 0.651 0.000 0.000 0.457 0.025 0.020 0.09 0.09
36 350 0.0095 0.0314 0.682 0.000 0.000 0.486 0.029 0.023 0.10 0.09
37 360 0.0095 .0.0314 0.713 0.001 0.001 0.516 0.030 0.023 0.11 0.10
38 370 0.0095 0.0314 0.745 0.002 0.001 0.546 0.030 0.024 0.11 0.10
39 380 0.0095 0.0314 0.776 0.003 0.002 0.576 0.030 0.024 0.11 0.11
40 390 0.0095 0.0314 0.808 0.006 0.002 0.606 0.030 0.024 0.11 0.11
41 400 0.0095 0.0314 0.839 0.008 0.003 0.636 0.030 0.024 0.11 0.11
- .. 42-- -410- .-0,0134- -0,0442- --00883- -0,013- .-0,005.- ..0,678- ---0,042.-. -0,035- --Oc15-- --Ocl-2....
43 420 0.0134 0.0442 0.927 0.019 0.006 0.721 0.043 0.035 0.16 0.14
44 430 0.0134 0.0442 0.972 0.026 0.007 0.763 0.043 0.035 0.16 0.15
45 440 0.0180 0.0594 1.031 0.036 0.010 0.821 0.058 0.048 0.21 0.17
46 450 0.0180 0.0594 1.090 0.048 0.012 0.879 0.058 0.048 0.22 0.20
47 460 0.0340 0.1122 1.203 0.074 0.026 0.988 0.109 0.092 ~
48 470 0.0540 0.1782 1.381 0.126 0.052 1.163 0.175 0.1411l'1 l1i ollt ~ I,
49 480 0.0270 0.0891 1.470 0.156 0.030 1.250 0.088 0.075 0.34 ~
50 490 0.0180 0.0594 1.529 0.177 0.021 1.309 0.059 0.051 0.2$.r 10.
51 500 0.0134 0.0442 1.573 0.194 0.017 1.353 0.044 0.038 0.17 0.25
EC'D
9
F:\JOBS\6600's\6617\Excel\2-yr SBUH9-16-09.xls
TBG
Oari Mart
Springfield OR
.
Post-Oeveloprn~nt Calculations
.
loFI8
07-6617
'?III;,I'~ MAC
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs cfs
52 510 0.0134 0.0442 1.618 0.211 0.017 1.396 0.044 0.038 0.17 0.20
53 520 0.0134 0.0442 1.662 0.229 0.018 1.440 0.044 0.038 0.17 0.18
54 530 0.0088 0.0290 1.691 0.241 0.012 1.468 0.029 0.025 0.11 0.15
55 540 0.0088 0.0290 1.720 0.253 0.012 1.497 0.029 0.025 0.11 0.13
56 550 0.0088 0.0290 1.749 0.265 0.012 1.526 0.029 0.025 0.11 0.12
57 560 0.0088 0.0290 1.778 0.278 0.013 1.555 0.029 0.025 0.11 0.11
58 570 0.0088 0.0290 1.807 0.291 0.013 1.583 0.029 0.025 0.11 0.11
59 580 0.0088 0.0290 1.836 0.304 0.013 1.612 0.029 0.025 0.11 0.11
60 590 0.0088 0.0290 1.865 0.317 0.013 1.641 0.029 0.025 0.11 0.11
61 600 0.0088 0.0290 1.894 0.330 0.013 1.670 0.029 0.026 0.11 0.11
62 610 0.0088 0.0290 1.923 0.344 0.014 1.698 0.029 0.026 0.11 0.11
63 620 0.0088 0.0290 1.952 0.358 0.014 1.727 0.029 0.026 0.11 0.11
.64 630 0.0088 . 0.0290 1.981 0.372 0.014 1.756 0.029. 0.026 0.11 0.11
65 640 0.0088 0.0290 2.010 0.386 0.014 1.785 . 0.029 0.026 0.12 0.11
66 650 0.0072 0.0238 2.034 0.398 0.012 1.808 0.024 0.021 0.09 0.11
67 660 0.0072 0.0238 2.058 0.410 0.012 1.832 0.024 0.021 0.09 0.10
68 670 0.0072 0.0238 2.082 0.422 0.012 1.855 0.024 0.021 0.09 0.10
69 680 0.0072 0.0238 2.105 0.434 0.012 1.879 0.024 0.021 0.09 0.10
70 690 0.0072 0.0238 2.129 0.446 0.012 1.902 0.024 0.021 0.09 0.09
71 700 0.0072 0.0238 2.153 0.458 0.012 1.926 0.024 0.021 0.09 0.09
72 710 0.0072 0.0238 2.177 0.471 0.012 1.950 0.024 0.021 0.10 0.09
73 720 0.0072 0.0238 2.200 0.483 0.013 1.973 0.024 0.021 0.10 0.10
74 730 0.0072 0.0238 2.224 0.496 0.013 1.997 0.024 0.021 0.10 0.10
75 740 . 0.0072 0.0238 2.248 0.509 0.013 2.020 0.024 0.021 0.10 0.10
76 750 0.0072 0.0238 2.272 0.522 0.013 2.044 0.024 0.021 0.10 0.10
77 760 0.0072 0.0238 2.295 0.535 0.013 2.068 0.024 0.021 0.10 0.10
78 770 0.0057 0.0188 2.314 0.5<15 0.010 2.086 0.019 0.017 0.08 0.09
79 780 0.0057 0.0188 2.333 0.555 0.010 2.105 0.019 0.017 0.08 0.08
80 790 0.0057 0.0188 2.352 0.566 0.010 2.124 0.019 0.017 0.08 0.08
81 800 0.0057 0.0188 2.371 0.576 0.011 2.142 0.019 0.017 0.08 0.08
82 810 0.0057 0.0188 2.390 0.587 0.011 2.161 0.019 0.017 0.08 0.08
83 820 0.0057 0.0188 2.408 0.598 0.011 2.180 0.019 0.017 0.08 0.08
84 830 0.005? 0.0188 2.42? 0.608 0.011 2.198 0.019 0.01? 0.08 0.08
85 840 0.0057 0.0188 2.446 0.619 0:011 2.217 0.019 0.017 0.08 0.08
86 850 0.0057 0.0188 2.465 0.630 0.011 2.236 0.019 0.017 0.08 0.08
87 860 0.0057 0.0188 2.484 0.641 0.011 2.254 0.019 0.017 0.08 0.08
88 870 0.0057 0.0188 2.502 0.652 0.011 2.273 0.019 0.017 0.08 0.08
89 880 0.0057 0.0188 2.521 0.663 0.011 2.292 0.019 0.017 0.08 0.08
90 890 0.0050 0.0165 2.538 0.673 . 0.010 2.308 0.016 0.015 0.07 0.07
91 900 0.0050 0.0165 2.554 0.682 0.010 2.325 0.016 0.015 0.07 0.07
92 910 0.0050 0.0165 2.571 0.692 0.010 2.341 0.016 0.015 0.07 0.07
..93 . -920- .0.0050- -0,0165 --2,587-~ ~0,702.. ..0.010 .-.2-.357-. -0.016--. .0,015- .0,07- . ..-0,07...-.
94 930 0.0050 0.0165 2.604 0.712 0.010 2.374 0.016 0.015 0.07 0.07
95 940 0.0050 0.0165 2.620 0.722 0.010 2.390 0.016 0.015 0.07 0.07
96 950 0.0050 0.0165 2.637 0.732 0.010 2.407 0.016 0.015 0.07 0.07
97 960 0.0050 0.0165 2.653 0.742 0.010 2.423 0.016 0.01~
98 970 0.0050 0.0165 2.670 0.752 0.010 2.440 0.016 0.015 . . U It.
99 980 0.0050 0.0165 2.686 0.762 0.010 2.456 0.016 0.015 0.07 0.07
100 990 0.0050 0.0165 2.703 0.772 0.010 2.472 0.016 0.015 O.O.R ~.O1<'
101 1000 0.0050 0.0165 2.719 0.782 0.010 2.489 0.016 0.015 0.07 0.07
102 1010 0.0040 0.0132 2.732 0.790 0.008 2.502 0.013 0.012 0.05 0.06
REC'O
09
F:\J OBS\6600's\6617\Excel\2-yr SBU H9-16-09.xls
.
.-"- ..
.
TBG
Dari Mart
Springfield OR
Post-DevelopmElnt Calculations
~o,,\'I.
07-6617
911"11>10"1 MAC
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs cfs
103 1020 0.0040 0.0132 2.746 0.799 0.008 2.515 0.013 0.012 0.05 0.06
104 1030 0.0040 0.0132 2.759 0.807 0.008 2.528 0.013 0.012 0.05 0.06
105 1040 0.0040 0.0132 2.772 0.815 0.008 2.541 0.013 0.012 0.05 0.05
106 1050 0.0040 0.0132 2.785 0.823 0.008 2.554 0.013 0.012 0.05 0.05
107 1060 0.0040 0.0132 2.798 0.832 0.008 2.568 0.013 0.012 0.05. 0.05
108 1070 0.0040 0.0132 2.812 0.840 0.008 2.581 0.013 0.012 0.05 0.05
109 1080 0.0040 0.0132 2.825 0.848 0.008 2.594 0.013 0.012 0.05 0.05
110 1090 0.0040 0.0132 2.838 0.856 0.008 2.607 0.013 0.012 0.05 0.05
111 1100 0.0040 0.0132 2.851 0.865 0.008 2.620 0.013 0.012 0.05 0.05
112 1110 0.0040 0.0132 2.864 0.873 0.008 2.633 0.013 0.012 0.05 0.05
113 1120 0.0040 0.0132 2.878 0.882 0.008 2.646 0.013 0.012 0.05 0.05
114 1130 0.0040 0.0132 2.891 0.890 0.008 2.660 0.013 0.012 0.05 0.05
115 1140 0.0040 0.0132 2.904 0.899 0.008 2.673 0.013 0.012 0.05 0.05
116 1150 . 0.0040 0.0132 2.917 0.907 0.008 2.686 0.013 0.012 0.05 0.05
117 1160 0.0040 0.0132 2.930 0.916 0.009 2.699 0.013 0.012 0.05 0.05
118 1170 0.0040 0.0132 2.944 0.924 0.009 2.712 0.013 0.012 0.05 0.05
119 1180 0.0040 0.0132 2.957 0.933 0.009 2.725 0.013 0.012 0.05 0.05
120 1190 0.0040 0.0132 2.970 0.941 0.009 2.738 0.013 0.012 0.05 0.05
121 1200 0.0040 0.0132 2.983 0.950 0.009 2.752 .0.013 0.012 0.05 0.05
122 1210 0.0040 0.0132 2.996 0.958 0.009 2.765 0.013 0.012 0.05 0.05
123 1220 0.0040 0.0132 3.010 0.967 0.009 2.778 0.013 0.012 0.05 0.05
124 1230 0.0040 0.0132 3.023 0.976 0.009 2.791 0.013 0.012 0.05 0.05
125 1240 0.0040 0.0132 3.036 0.984 0.009 2.804 0.013 0.012 0.05 0.05.
126 1250 0.0040 0.0132 3.049 0.993 0.009 2.817 0.013 0.012 0.05 0.05
127 1260 0.0040 0.0132 3.062 1.002 0.009 2.830 0.013 0.012 0.05 0.05
128 - 1270 0.0040 0.0132 3.076 1.011 0.009 2.844 0.013 0~012 0.05 0.05
129 1280 0.0040 0.0132 3.089 1.019 0.009 2.857 0.013 0.012 0.05 0.05
130 1290 0.0040 0.0132 3.102 1.028 0.009 2.870 0.013 0.012 0.05 0.05
131 1300 0.0040 0.0132 3.115 1.037 .0.009 2.883 0.013 0.012 0.05 0.05
132 1310 0.0040 0.0132 3.128 1.046 0.009 2.896 0.013 0.012 0.05 0.05
133 1320 0.0040 0.0132 3.142 1.055 0.009 2.909 0.013 0.012 0.05 0.05
134 1330 0.0040 0.0132 3.155 1.063 0.009 2.922 0.013 0.012 0.05 0.05
135 1340 0.0040 0.0132 3.168 1.072 0.009 2.936 0.013 0.012 0.05 0.05
136 1350 0.0040 0.0132 3.181 1.081 0.009 2.949 0.013 0.012 0.05 0.05
137 1360 0.0040 0.0132 3.194 1.090 0.009 . 2.962 0.013 0.012 0.05 0.05
138 1370 0.0040 0.0132 3.208 1.099 0.009 2.975 0.013 0.012 0.05 0.05
139 1380 0.0040 0.0132 3.221 1.108 0.009 2.988 0.013 0.012 0.05 0.05
140 1390 0.0040 0.0132 3.234 1.117 0.009 3.001 0.013 0.012 0.05 0.05
141 1400 0.0040 0.0132 3.247 1.126 0.009 3.015 0.013 0.012 0.05 0.05
142 1410 . 0.0040 0.0132 3.260 1.135 0.009 3.028 0.013 0.012 0.05 0.05
143 1420 0.0040 0.0132 3.274 1.144 0.009 3.041 0.013 0.012 0.05 0.05
....-144-- -14-30 --0:0040. -0:01-32 . ---3c287--- -1:153-- - -- 0:009--- . 3:054- -..0:013-- -0:012- -0:06- .--0:05-- .
145 1440 0.0040 0.0132 3.300 1.162 0.009 3.067 0.013 0:012 0.06 0.06
PRE.SUBMITTAL REC'O
SEP 292009
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DariMart
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"I/1~/.' MAC
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs cfs
1 0 0,0000 0.0000 0 0.000 0 0 0 0 0 0
2 10 0.0040 0,0192 0.019 0.000 0.000 0.000 0.000 0.000 0.00 0.00
3 20 0.0040 0,0192 0.038 0.000 0.000 0.000 0.000 0,000 0.00 0.00
4 30 0.0040 0.0192 0.058 0.000 0.000 0.001 0.001 0.001 0:00 0.00
5 40 0.0040 0.0192 0.077 0.000 0.000 0.005 0.004 0.003 0.01 0.01
6 50 0.0040 0.0192 0.096 0.000 0.000 0.012 0.006 0.004 0,02 0.01
7 60 0.0040 0,0192 0.115 0.000 0.000 0,020 0.008 0,005 0.02 0.02
8 70 0.0040 0.0192 0.134 0,000 0.000 0.029 0.010 0.006 0.03 0.02
9 80 0.0040 0.0192 0.154 0.000 0.000 0.040 0.011 0,007 0.03 0.03
10 90 0.0040 0.0192 0.173 0.000 0.000 0.052 0.012 0.007 0.03 0.03
11 100 0,0040 0.0192 0.192 0,000 0.000 0.064 0,013 0,008 0.03 0.03
12 110 0.0050 0.0240 0.216 0.000 0000 0,081 0.017 0,010 0.05 0,04
13 120 0.0050 0.0240 0.240 0.000 0.000 0.098 0.017 0,011 0.05 0.04
14 . 130 0.0050 0.0240 0.264 0.000 0.000 0.117 0.018 0,011 0.05 0.05
15 140 0.0050 0.0240 0.288 0.000 0.000 0.135 0.019 0,012 0.05 0.05
16 150 0.0050 0.0240 0.312 0.000 0.000 0.155 0.019 0.012 0.05 0.05
.17 160 0.0050 0.0240 0.336 0.000 0.000 0.175 0.020 0.012 0.05 0.05
18 170- 0.0060 0.0288 0.365 0.000 0.000 0.199 0.024 0.015 0.07 0.06
19 180 0,0060 0.0288 0.394 0.000 0.000 0.223 0.025 . 0.015 0.07 0.06
20 190 0.0060 0.0288 0.422 0.000 0.000 0,249 0,025 0.015 0.07 0.07
21 200 0.0060 0.0288 0.451 0.000 0.000 0.274 0.025 0.016 0,07 0.07
22 210 0.0060 0.0288 0.480 0.000 0.000 0.300 0.026 0.016 0.07 0.07
23 220 0.0060 . 0.0288 . 0.509 0.000 0.000 0.326 0.026 0.016 0.07 0.07
24 230 0.0070 0.0336 0.542 0.000 0.000 0.357 0.031 0.019 0.08 0.07
25 240 0.0070 0.0336 0.576 0.000 0.000 0.387 0.031 Om9 0.08 0.08
26 250 0.0070 0.0336 0.610 0.000 0.000 0.419 0.031 0.019 0.09 0.08
27 260 0.0070 0.0336 0.643 0.000 0.000 0.450 0.031 0.019 0.09 0.08
28 270 0.0070 0.0336 0.677 0.000 0.000 0.481 0.032 0.019 0.09 0.09
29 280 0.0070 0.0336 0.710 0.001 0.001 0.513 0.032 0.020 0.09 0.09
30 290 0.0082 0.0394 0.750 0.002 0.001 0.550 0.037 0.023 0.10 0.09
31 300 0,0082 0.0394 0.789 0.004 0.002 0.588 0,037 0.024 0,11 0.10
32 310 0,0082 0.0394 0.828 0.007 0.003 0.626 0.038 0.024 0.11 0.11
33 320 0.0082 0.0394' 0.868 0.011 0.004 0.663 0.038 0.025 0.11 0.11
34 330 0.0082 0.0394 0.907 0.016 0.005 0.701 0.038 0.025 0.11 0.11
35 340 0,0082 0.0394 0.947 0.022 0.005 0.739 0.038 0.025 0.11 0,11
36 350 0.0095 0.0456 0.992 0.029 0.007 0.783 0.044 0.030 0.13 0.12
37 360 0.0095 0.0456 1.038 0.037 0.008 0.828 0.044 0.030 0.14 0,13
38 370 0.0095 0.0456 1.083 0.046 0.009 0.872 0.044 0.031 0.14 0.13
39 380 0.0095 0.0456 1.129 0.056 0.010 0.916 0.044 0.031 0.14 0.14
40 390 0.0095 0.0456 1.175 0.067 0.011 0.961 0.045 0.031 0.14 0.14
41 400 0.0095 0.0456 1.220 0.079 0.012 1.005 0.045 0.032 0,14 0,14
..42 ..' 410- -0.0134-. 0.0643- _-1.284- --0.097- .0,018-. . 1"068- - .0,063- . -0,045- -0,20-- . ...Oc16- -
43 420 0.0134 0.0643 1.349 0.116 0.019 1.131 0.063 0.046 0.21 0,19
44 430 0.0134 0.0643 1.413 0.137 0.021 1.195 0.063 0.047 0.21 0.20
45 440 0.0180 0.0864 1.500 0.166 0.030 1.280 0.085 0.064 0.28 0,23
46 450 0.0180 0,0864 1.586 0.199 0.032 1.365 0.085 0.065 0.29 0.27
47 460 0,0340 0.1632 1.749 0.265 0.067 1.526 0.161 . 1I\<!!jj9AI' 1T1O.3flr ""
48 470 0.0540 0.2592 2.008 0.385 0.120 1.783 0.257 v'tl1gfll IlrS~6t).. ,
49 480 0.0270 0.1296 2.138 0.451 0.065 1,911 0.129 0,104 ,,0,47... ...Oltj5a
50 490 0.0180 0.0864 2.224 0.496 0.046 1.997 0.086 0,070 "0:31- 0.49
51 I 500 0.0134 0.0643 2.289 0.531 0.035 2.061 0.064 0.053 0.24 0.35
'D
F:\JOBS\6600's\6617\Excel\25-yr SBUH9-16-09.xls
TBG
Dari Mart
Springfield OR
.
.
Pre-Development Calculations
\-::'o<"\~
07-6617
9/1",{d'i MAC
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremenfal Total Jnstant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs cfs
52 510 0.0134 0.0643 2.353 0.566 0.036 2.125 0.064 0.053 0.24 0.28
53 520 0.0134 0.0643 2.417 0.603 0.036 2.189 0.064 0.053 0.24 0.25
54 530 0.0088 0.0422 2.460 0.627 0.024 2.231 0.042 0.035 0.16 0.22
55 540 0.0088 0.0422 2.502 0.652 0.025 2.272 0.042 0.035 0.16 0.18
56 550 0.0088 0.0422 2.544 0.676 0.025 2.314 0.042 0.035 0.16 0.17
57 560 0.0088 0.0422 2.586 0.701 0.025 2.356 0.042 0.035 0.16 0.16
58 570 0.0088 0.0422 2.628 0.727 0.025 2.399 0.042 0.036 0.16 0.16
59 580 0.0088 0.0422 2.671 0.752 0.026 2.441 0.042 0.036 0.16 0.16
60 590 0.0088 0.0422 2.713 0.778 0.026 2.483 0.042 0.036 0.16 0.16
61 600 0.0088 0.0422 2.755 0.805 0.026 2.525 0.042 0.036 0.16 0.16
62 610 0.0088 0.0422 2.797 0.831 0.026 2.567 0.042 0.036 0.16 0.16
63 620 0.0088 0.0422 2.840 0.858 0.027 2.609 0.042 0.036 0.16 0.16
.64 630 0.0088 0.0422 2.882 0.884 0.027 2.651 0.042. 0.036 0.16 0.16
65 640 0.0088 0.0422 2.924 0.912 0.027 2.693 0.042 0.036 0.16 0.16
66 650 0.0072 0.0346 2.959 0.934 0.022 2.727 0.034 0.030 0.13 0.15
67 660 0.0072 . 0.0346 2.993 0.956 0.022 2.762 0.034 0.030 0.13 0.14
68 670 0.0072 . 0.0346 3.028 0.979 0.023 2.796 0.034 0.030 0.13 0.14
69 680 0.0072 0.0346 3.062 1.002 0.023 2.830 0.034 0.030 0.13 0.13
70 690 0.0072 0.0346 3.097 1.025 0.023 2.865 0.034 0.030 0.13 0.13
71 700 0.0072 0.0346 3.132 1.048 0.023 2.899 0.034 0.030 0.13 0.13
72 710 0.0072 0.0346 3.166 1.071 0.023 2.934 0.034 0.030 0.13 0.13
73 720 0.0072 0.0346 3.201 1.094 0.023 2.968 0.034 0.030 0.13 0.13
74 730 0.0072 0.0346 3.235 1.118 0.023 3.003 0.034 0.030 0.14 0.13
75 740 0.0072 0.0346 3.270 1.141 0.024 3.037 0.034 0.030 0.14 0.14
76 750 0.0072 0.0346 3.304 1.165 0.024 3.071 0.034 0.030 0.14 0.14 . .
77 760 0.0072 0.0346 3.339 1.189 0.024 3.106 0.034 0.030 0.14 0.14
78 770 0.0057 0.0274 3.366 1.208 0.019 3.133 0.027 0.024 0.11 0.13
79 780 0.0057 0.0274 3.394 1.227 0.019 3.160 0.027 0.024 0.11 0.11
80 790 0.0057 0.0274 3.421 1.246 0.019 3.188 0.027 0.024 0.11 0.11
81 800 0.0057 0.0274 3.448 1.265 0.019 3.215 0.027 0.024 0.11 0.11
82 810 0.0057 0.0274 3.476 1.285 0.019 3.242 0.027 0.024 0.11 0.11
83 820 I . 0.0057 0.0274 3.503 1.304 0.019 3.270 0.027 0.024 0.11 0.11
84 830 0.0057 0.0274 3.530 1.323 0.019 3.297 0.027 0.024 0.11 0.11
85 840 0.0057 0.0274 3.558 1.343 0.019 3.324 0.027 0.024 0.11 0.11
86 850 . 0.0057 0.0274 3.585 1.362 0.020 3.351 0.027 0.024 0.11 0.11
87 860 0.0057 0.0274 3.612 1.382 0.020 3.379 0.027 0.024 0.11 0.11
88 870 0.0057 0.0274 3.640 1.402 0.020 3.406 0.027 0.024 0.11 0.11
89 880 0.0057 0.0274 3.667 1.421 0.020 3.433 0.027 0.024 0.11 0.11
90 890 0.0050 0.0240 3.691 1.439 0.017 3.457 0.024 0.021 0.10 0.10
91 900 0.0050 0.0240 3.715 1.456 0.017 3.481 0.024 0.021 0.10 0.10
92 910 0.0050 0.0240 3.739 1.474 0.017 3.505 0.024 0.021 0.10 0.10
93- -. -920- .-0,0050.. ...0,0240- .-3,763- '-1:491-- '--0,018--' -,3,529- - - 0,024--, -0,021- ",-0,10- --0,10-
94 930 0.0050 0.0240 3.787 1.509 0.018 3.553 0.024 0.021 0.10 0.10
95 940 0.0050 0.0240 3.811 1.526 0.018 3.577 0.024 0.021 0.10 0.10
96 950 0.0050 0.0240 3.835 1.544 0.018 3.601 0.024 0.022 0.10 0.10
97 960 0.0050 0.0240 3.859 1.562 0.018 3.625 0.024 O. '. pHI' lPll Ql~
98 970 0.0050 0.0240 3.883 1.580 0.018 3.649 0.024 0.1')22" V(f'1Q"" . 0:"10"-
99 980 0.0050 0.0240 3.907 1.597 0.018 3.673 0.024 0.022 *'1 I qQi~~
100 990 0.0050 0.0240 3.931 1.615 0.018 3.696 0.024 0.022 ':""10 0.10
101 1000 0.0050 0.0240 3.955 1.633 0.018 3.720 0.024 0.022 0.10 0.10
102 11010 0.0040 0.0192 3.974 1.647 0.014 3.740 0.019 0.017 0.08 0.09
:'D
F:\JOBS\6600's\6617\Excel\25-yr SBUH9-16-09.xls
TBG
Dari Mart
Springfield OR
.
.
Pre-Development Calculations
JYo~I'l
07-6617
~/llo/o9 MAC
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. AccumuJ. Incremental Accumul. Incremental Total instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs cfs
103 1020 0.0040 0.0192 3.994 1.662 0.014 3.759 0.019 0.017 0.08 0.08
104 1030 0.0040 0.0192 4.013 1.676 0.014 3.778 0.019 0.017 0.08 0.08
105 1040 0.0040 0.0192 4.032 1.691 0.014 3.797 0.019 0.017 0.08 0.08
106 1050 0.0040 0.0192 4.051 1.705 0.014 3.816 0.019 0.017 0.08 0.08
107 1060 0.0040 0.0192 4.070 1.720 0.014 3.835 0.019 0.017 0.08 0.08
108 1070 0.0040 0.0192 4.090 1.734 0.015 3.854 0.019 0.017 0.08 0.08
109 1080 0.0040 0.0192 4.109 1.749 0.015 3.874 0.019 0.017 0.08 0.08
110 1090 0.0040 0.0192 4.128 1.763 0.015 3.893 0.019 0.017 0.08 0.08
111 1100 0.0040 0.0192 4.147 1.778 0.015 3.912 0.019 0.017 0.08 0.08
112 1110 0.0040 0.0192 4.166 1.792 0.015 3.931 0.019 0.017 0.08 0.08
113 1120 0.0040 0.0192 4.186 1.807 0.015 3.950 0.019 0.017 0.08 0.08
114 1130 0.0040 0.0192 4.205 1.822 0.015 3.969 0.019 0.017 0.08 0.08
115 1140 0.0040 0.0192 4.224 1.836 0.015 3.989 0.019 0.017 0.08 0,08
116 1150 0.0040 0.0192 4.243 1.851 0.015 4.008. 0.019 0.017 0.08 0.08
117 1160 0.0040 0.0192 4.262 1.866 0.015 4.027 0.019 0.017 0.08 0.08
118 1170 0.0040 0.0192 4.282 1.881 0.015 4.046 0.019 0.017 0.08 0.08
119 1180 0.0040 0.0192 4.301 1.896 0.015 4.065 0.019 0.017 0.08 0.08
120 1190 0.0040 0.0192 4.320 1.910 0.D15 4.084 0.019 0.017 0.08 0.08
121 1200 0.0040 0.0192 4.339 1.925 0.015 4.104 0.019 0.017 0.08 0.08
122 1210 0.0040 0.0192 4.358 1.940 0.015 4.123 0.019 0.017 0.08 0.08
123 1220 0.0040 0.0192 4.378 1.955 0.015 4.142 0.019 0.018 0.08 0.08
124 1230 0.0040 0.0192 4.397 1.970 0.015 4.161 0.019 0.018 0.08 0.08
125 1240 0.0040 0.0192 4.416 1.985. 0.015 4.180 0.019 0.018 0.08 0.08
126 1250 0.0040 0.0192 4.435 2.000 0.015 4.199 0.019 0.018 0.08 0.08
127 1260 0.0040 0.0192 4.454 2.015 0.015 4.219 0.019 0.018 0.08 0.08
128 1270 0.0040 0.0192 .4.474 2.030 0.015 4.238 0.019 0.018 0.08 0.08
129 1280 0.0040 0.0192 4.493 2.045 0.015 4.257 0.019 0.018 0.08 0.08
130 1290 0.0040 0.0192 4.512 2.060 0.015 4.276 0.019 0.018 0.08 0.08
131 1300 0.0040 0.0192 4.531 2.075 0.015 4.295 0.019 0.018 0.08 0.08
132 1310 0.0040 0.0192 4.550 2.090 0.015 4.314 0.019 0.018 0.08 0.08
133 1320 0.0040 0.0192 4.570 2.105 0.015 4.334 0.019 0.018 0.08 0.08
134 1330 0.0040 0.0192 4.589 2.120 0.015 4.353 0.019 0.018 0.08 0.08
135 1340 0.0040 0.0192 4.608 2.135 0.015 4.372 0.019 0.018 0.08 0.08
136 1350 0.0040 0.0192 4.627 2.151 0.015 4.391 0.019 0.D18 0.08 0.08
137 1360 0.0040 0.0192 4.646 2.166 0.015 4.410 0.019 0.018 0.08 0.08
138 1370 0.0040 0.0192 4.666 2.181 0.015 4.429 0.019 0.018 0.08 0.08
139 1380 0.0040 0.0192 4.685 2.196 0.015 4.448 0.019 0.018 0.08 0.08
140 1390 0.0040 . 0.0192 4.704 2.211 0.015 4.468 0.019 0.018 0.08 0.08
141 1400 0.0040 0.0192 4.723 2.227 0.015 4.487 0.019 0.018 0.08 0.08
142 1410 0.0040 0.0192 4.742 2.242 0.015 4.506 0.019 0.018 0.08 0.08
143 1420 0.0040 0.0192 4.762 2.257 0.015 4.525 0.019 0.018 0.08 0.08
d144 ...., -1430 .. 0,0040- -0,0192.. -+781 ..-2,273.- ..--0,015-.- -4,544- --0,019--- .0,018. -0,08- -0;08-- .
145 1440 0.0040 0.0192 4.800 2.288 0.015 4.563 0.019 0.018 0.08 0.08
PRE.SUBMITTAL ReC'D
SEP 2 9 Z009
F:\JOBS\6600's\6617\Excel\25-yr SB U H9-16-09.xls
TBG
Dari Mart
Springfield OR
.
.
Post-Development Calculations
\ .,;.. \1'
07-6617
911bl"'l MAC
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cis cfs
1 0 0.0000 0.0000 0 0.000 0 0 0 0 0 0
2 10 0.0040 0.0192 0.019 0.000 0.000 0.000 0.000 0.000 0.00 0.00
3 20 0.0040 0.0192 0.038 0.000 0.000 0.000 0.000 0000 0.00 0.00
4 30 0.0040 0.0192 0.058 0.000 0.000 0.001 0.001 0.001 0.00 0.00
5 40 0.0040 0.0192 0.077 0.000 0.000 0.005 0.004 0.003 0.01 0.01
6 50 0.0040 0.0192 0.096 0.000 0.000 0.012 0.006 0.005 0.02 0.01
7 60 0.0040 0.0192 0.115 0.000 0.000 0.020 0.008 0.006 0.03 0.02
8 70 0.0040 0.0192 0.134 0.000 0.000 0.029 0.010 0.008 0.03 0.03
9 80 0.0040 0.0192 0.154 0.000 0.000 0.040 0.011 0.008 0.04 0.03
10 90 0.0040 0.0192 0.173 0.000 0.000 0.052 0.012 0.009 0.04 0.04
11 100 0.0040 0.0192 0.192 0.000 0.000 0.064 0.013 0.010 0.04 0.04
12 110 0.0050 0.0240 0.216 0.000 0.000 0.081 0.017 0.013 0.06 0.05
13 120 0.0050 0.0240 0.240 0.000 0.000 0.098 0.017 0.014 0.06 0.06
14 130 0.0050 0.0240 0.264 0.000 0.000 0.117 0.018 0.014 0.06 0.06
15 140 0.0050 0.0240 0.288 0.000 0.000 0.135 0.019 0.015 0.07 0.06
16 150 0.0050 0.0240 0.312 0.000 0.000 0.155 0.019 0.015 0.07 0.07
17 160 0.0050 0.0240 0.336 0.000 0.000 0.175 0.020 0.016 0.07 0.07
-18 170 0.0060 0.0288 0.365 0.000 0.000 0.199 0.024 0.019 0.09 0.07
19 180 0.0060 0.0288 0.394 0.000 0.000 0.223 0.025 0.020 0.09 0.08
20 190 0.0060 0.0288 0.422 0.000 0.000 0.249 0.025 0.020 0.09 0.09
21 200 0.0060 0.0288 0.451 0.000 0.000 0.274 0.025 0.020 0.09 0.09
22 210 0.0060 0.0288 0.480 0.000 0.000 0.300 0.026 0.020 0.09 0.09
23 220 0.0060 0.0288 0.509 0.000 0.000 0.326 0.026 0.021 0.09 0.09
24 230 0.0070 0.0336 '0.542 0.000 0.000 0.357 0.031 0.024 0.11 0.10
25 240 0.0070 0.0336 0.576 0.000 0.000 0.387 .0.031 0.024 0.11 0.10
26 250 0.0070 0.0336 0.610 0.000 0.000 0.419 0.031 '0.025 0.11 0.11
27 260 0.0070 0.0336 0.643 0.000 0.000 0.450 0.031 0.025 0.11 0.11
28 270 0.0070 0.0336 0.677 0.000 0.000 0.481 0.032 0.025 0.11 0.11
29 280 0.0070 0.0336 0.710 0.001 0.001 0.513 0.032 0.025 0.11 0.11
30 290 0.0082 0.0394 0.750 0.002 0.001 . 0.550 0.037 0.030 0.13 0.12
31 300 0.0082 0.0394 0.789 0.004 0.002 0.588 0.037 0.030 0.13 0.13
32 310 0.0082 0.0394 0.828 0.007 0.003 0.626 0.038 0.030 0.14 0.13
33 320 0.0082 0.0394 0.868 0.011 0.004 0.663 0.038 0.031 0.14 0.14
34 330 . 0:0082 0.0394 0.907 0.016 0.005 0.701 0.038 0.031 0.14 0.14
35 340 0.0082 0.0394 0.947 0.022 0.005 0.739 0.038 0.031 0.14 0.14
36 350 0.0095 0.0456 0.992 0.029 0.007 0.783 0.044 0.036 0.16 0.15
37 360 0.0095 0.0456 1.038 0.037 0.008 0.828 0.044 0.037 0.16 0.16
38 370 0.0095 0.0456 1.083 0.046 0.009 0.872 0.044 0.037 0.17 0.16
39 380 0.0095 0.0456 1.129 0.056 0.010 0.916 0.044 0.037 0.17 0.16
40 390 0.0095 0.0456 1.175 0.067 0.011 0.961 0.045 0.037 0.17 0.17
41 400 0.0095 0.0456 1.220 0.079 0.012 1.005 0.045 0.038 0.17 0.17
.. -42-- -410- _.0.0134_ -0.0643. --:1.284- -0.097- --0.018-. ..1.068- -.0,063-- -0,053- -0,24-- --0019- .
43 . 420 0.0134 0.0643 1.349 0.116 0.019 1.131 0.063 0.054 0.24 0.22
44 430 0.0134 0.0643 1.413 0.137 0.021 1.195 0.063 0.054 0.24 0.24
45 440 0.0180 0.0864 1.500 0.166 0.030 1.280 0.085 0.073 0.33 0.27
46 450 0.0180 0.0864 1.586 0.199 0.032 1.365 0.085 0.074 0.33 0.31
47 460 0.0340 0.1632 1.749 0.265 0.067 1.526 0.161 0.141 Oiu -
48 470 0.0540 0.2592 2.008 0.385 0.120 1.783 0.257 0.228 JWO '5
49 480 0.0270 0.1296 2.138 0.451 0.065 1.911 0.129 0.115 O~5:1 '''0:7~
50 490 0.0180 0.0864 2.224 0.496 0.046 1.997 0.086 0.077 0.3~~ pm5S1
51 500 0.0134 0.0643 2.289 0.531 0.035 2.061 0.064 0.058 0.26 0.38
REC'D
009
F:\JOBS\6600's\6617\Excel\25-yr SBU H9-16-09 .xls
TBG
Dari Mart
Springfield OR
.
.
Post-Development Calculations
Ii"o.\~
07-66.17
qllWo~ MAC
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accumul. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min, fraction inches inches inches inches inches inches inches cfs cfs
52 510 0,0134 0,0643 2,353 0,566 0,036 2,125 0,064 0,058 0.26 0,30
53 520 0,0134 0,0643 2.417 0,603 0,036 2,189 0,064 0,058 0.26 0.27
54 530 0,0088 0,0422 2.460 0,627 0,024 2,231 0,042 0,038 0,17 0,23
55 540 0.0088 . 0,0422 2,502 0,652 0,025 2.272 0,042 0,038 0,17 0,19
56 550 0,0088 0,0422 2,544 0,676 0,025 2,314 0,042 0,038 0,17 0,18
57 560 0,0088 0,0422 2,586 0,701 0,025 2,356 0,042 0,038 0,17 0,17
58 570 0,0088 0,0422 2,628 0,727 .' 0,025 2,399 0,042 0,039 0,17 0,17
59 580 0,0088 0,0422 . 2,671 0,752 0,026 2.441 0,042 0,039 0,17 0,17
60 590 0,0088 0,0422 2,713 0,778 0,026 2.483 0,042 0:039 0,17 0,17
61 600 0,0088 0,0422 2,755 0,805 0,026 2,525 0,042 0,039 0,17 0,17
62 610 0,0088 0,0422 2,797 0,831 0,026 2,567 0,042 0,039 0,17 0,17
63 620 0,0088 0,0422 2,840 0,858 0,027 2,609 0,042 0,039 0,17 0,17
64 630 0,0088 0,0422 2,882 0,884 0,027 2,651 0,042 0,039 0,17 0,17
65 640 0,0088 0,0422 2,924 0,912 0,027 2,693 0,042 0,039 0,17 0,17
66 650 0,0072 0,0346 2,959 0,934 0,022 2,727 0,034 0,032 0,14 0,16
67 660 0,0072 0,0346 2,993 0,956 0,022 2,762 0,034 0,032 0,14 0,15
68 670 0,0072 0,0346 3,028 0,979 0,023 2,796 0,034 0:032 0,14 0,15
69 680 0,0072 0,0346 3,062 1,002 ' 0,023 2,830 0,034 0,032 0,14 0,14
70 690 0,0072 0,0346 3,097 1,025 0,023 2,865 0,034 0,032 0,14 0,14
71 700 0,0072 0,0346 3,132 1,048 0,023 2,899 0,034 0,032 0,14 0,14
72 710 0,0072 0,0346 3,166 1,071 0,023 2,934 0,034 0,032 0,14 0,14
73 720 . 0,0072 0,0346 3.201 1,094 0,023 2,968 0,034 0,032 0,14 0,14
74 730 0,0072 0,0346 3,235 1,118 0,023 3,003 0,034 0,032 0,14 0,14
75 740 0,0072 0,0346 3.270 1,141 0,024 3,037 0,034 0,032 0,14 0,14
76 750 0,0072 0,0346 3,304 1,165 0,024 3,071 0,034 0,032 0,14 0,14
,77 760 0,0072 0,0346 3,339 1,189 0,024 3,106 0,034 0:032 0,14 0,14
78 770 0,0057 0,0274 3,366 1.208 0,019 3,133 0,027 0,026 0,11 0,13
79 780 0,0057 0,0274 3,394 1.227 0,019 3,160 0,027 0,026 0,11 0,12
80 790 0,0057 0,0274 3.421 1.246 0,019 3,188 0,027 0,026 0,11 0,12
81 800 0,0057 0,0274 3.448 1,265 0,019 3.215 0,027 0,026 0,11 0,12
82 810 0,0057 0,0274 3.476 1,285 0,019 3.242 0,027 0,026 0,11 0,11
83 820 0,0057 0,0274 3,503 1,304 0,019 3.270 0,027 0,026 0,11 0,11
84 830 0,0057 0,0274 3,530 1,323 0,019 3,297 0,027 0,026 0,11 0,11
85 840 0,0057 0,0274 3,558 1,343 0,019 3,324 0,027 0,026 0,11 0,11
86 850 0,0057 0,0274 3,585 1,362 0,020 3,351 0,027 0:026 0,11 0,11
87 860 0,0057 0,0274 3,612 1,382 0,020 3,379 0,027 0,026 0,11 0,11
88 870 0,0057 0,0274 3,640 1.402 0,020 3.406 0,027 0,026 0,11 0,11
89 880 0,0057 0,0274 3,667 1.421 0,020 3.433 0,027 0,026 0,12 0,11
90 890 0,0050 0,0240 3,691 1.439 0,017 3.457 0,024 0,023 0,10 0,11
91 900 0,0050 0,0240 3,715 1.456 0,017 3.481 0,024 0,023 0,10 0,10
92 910 0,0050 0,0240 3,739 1.474 0,017 3,505 0,024 0,023 0,10 0,10
1.93. -- --920- --0,0050 .0,0240- - 3,763 ---10491 --0,018 - ,-,3,529 '0,024 0:023- "0:10 0:10 -
94 930' 0,0050 0.0240 3,787 1,509 0,018 3,553 0.024 0,023 0,10 0,10
95 940 0.0050 0,0240 3,811 1,526 0,018 3,577 0.024 0,023 0,10 0.10
96 950 0,0050 0,0240 3,835 1,544 0,018 3,601 0.024 0,023 0,10 0.10
97 960 0,0050 0,0240 3,859 1.562 0,018 3,625 0,024 0,023 0,10 0,10
98 970 0,0050 0,0240 3.883 1.580 0.018 3,649 0,024 - din 0,10
99 980 0,0050 0,0240 3.907 1,597 0,018 3,673 0,024 .' T Ir1l0, ta;; .,
100 990 0.0050 0,0240 3,931 1,615 0,018 3,696 0.024 0:023 -O~1b' .. '0:10" ,
101 1000 0,0050 0.0240 3,955 1.633 0.018 3,720 0.024 0:023 <:IOPI D'- 9 ~.L1!Gij
102 1010 0,0040 0,0192 3.974 1.647 0,014 3,740 0.019 0.018 0,08 0.09
o
F:\JOBS\6600's\6617\Excel\25-yr SBUH9-16-09,xls
TBG
Dari Mart
Springfield OR
.
.
Post-Development Calculations
\lod~
07-6617
'9/Ii"lcFI MAC
Pervious Area Impervious Area
Time Rainfall Rainfall in Accumul. Accumul. Incremental Accurnul. Incremental Total Instant Design
Increment Time Distribution Increment Rainfall Runoff Runoff Runoff Runoff Runoff Flowrate Flowrate
min. fraction inches inches inches inches inches inches inches cfs cfs
103 1020 0.0040 0.0192 3.994 1.662 0.014 3.759 0.019 0.018 0.08 0.09
104 1030 0.0040 0.0192 4.013 1.676 0.014 3.778 0.019 0.018 0.08 0.08
105 1040 0.0040 0.0192 4.032 1.691 0.014 3.797 0.019 0.018 0.08 0.08
106 1050 0.0040 0.0192 4.051 1.705 0.014 3.816 0.019 0.018 0.08 0.08
107 1060 0.0040 0.0192 4.070 1.720 0.014 3.835 0.019 0.018 0.08 0.08
108 1070 0.0040 0.0192 4,090 1.734 0.015 3.854 0.019 0.018 0.08 0.08
109 1080 0.0040 0.0192 4.109 1.749 0.015 3.874 0.019 0.018 0.08 0.08
110 1090 0.0040 0.0192 4.128 1.763 0.015 3.893 0.019 0.018 0.08 0.08
111 1100 0.0040 0.0192 4.147 1.778 0.015 3.912 0.019 0.018 0.08 0.08
112 1110 0.0040 0.0192 4.166 1.792 0.015 3.931 0.019 0.018 0.08 0.08
113 1120 0.0040 0.0192 4.186 1.807 0.015 3.950 0.019 0.018 0.08 0.08
114 1130 0.0040 0.0192 4.205 1.822 0.015 3.969 0.019 0.018 0.08 0.08
115 1140 0.0040 0.0192 4.224 1.836 0.015 3.989 0.019 0.018 0.08 0.08
116 1150 0.0040 0.0192 4.243 1.851 0.015 4.008 0.019 0.018 0.08 0.08
117 1160 0.0040 0.0192 4.262 1.866 0.015 4.027 0.019 0.018 0.08 0.08
118 1170 0.0040 0.0192 4.282 1.881 . 0.015 4.046 0.019 0.018 0.08 0.08
119 1180 0.0040 0.0192 4.301 1.896 0.015 4.065 0.019 0.018 0.08 0.08
120 1190 0.0040 0.0192 4.320 1.910 0.015 4.084 0.019 0.018 0.08 0.08
121 1200 0.0040 0.0192 4.339 1.925 0.015 4.104 0.019 0.018 0.08 0.08
122 1210 0.0040 0.0192 4.358 1.940 0.015 4.123 0.019 0.018 0.08 0.08
123 1220 0.0040 0.0192 4.378 1.955 0.015 4.142 0.019 0.018 0.08 0.08
124 1230 0.0040 0.0192 4.397 1.970 0.015 4.161 0.019 0.018 0.08 0.08
125 1240 0.0040 0.0192 4.416 1.985 0.015 4.180 0.019 0.018 0.08 0.08
126 1250 0.0040 0.0192 4.435 2.000 0.015 4.199 0.019 0.018 0.08 0.08
127 1260 0.0040 0.0192 4.454 2.015 0.015 4.219 0.019 0.018 0.08 0.08
128 1270 0.0040 . 0.0192 4.474 2.030 0.015 4.238 0.019 0.018 0.08 0.08
129 1280 0.0040 0.0192 4.493 2.045 0.015 4.257 0.019 0.018 0.08 0.08
130 1290 0.0040 0.0192 4.512 2.060 0.015 4.276 0.019 0.018 0.08 0.08
131 1300 0.0040 0.0192 4.531 2.075 0.015 4.295 0.019 0.018 0.08 0.08
132 1310 0.0040 0.0192 4.550 2.090 0.015 4.314 0.019 0.018 0.08 0.08
133 1320 0.0040 0.0192 4.570 2.105 0.015 4.334 0.019 0.018 0.08 0.08
134 1330 0.0040 0.0192 4.589 2.120 0.015 4.353 0.019 0.018 0.08 0.08
135 1340 0.0040 0.0192 4.608 2.135 0.015 4.372 0.019 0.018 0.08 0.08
136 1350 0.0040 0.0192 4.627 2.151 0.015 4.391 0.019 0.018 0.08 0.08
137 1360 0.0040 0.0192 4.646 2.166 0.015 4.410 0.019 0.018 0.08 0.08
138 1370 0.0040 0.0192 4.666 2.181 0.015 4.429 0.019 0.018 0.08 0.08
139 1380 0.0040 0.0192 4.685 2.196 0.015 4.448 0.019 0.018 0.08 0.08
140 1390 0.0040 0.0192 4.704 2.211 0.015 4.468 0.019 0.018 0.08 0.08
141 1400 0.0040 0.0192 4.723 2.227 0.015 4.487 0.019 0.018 0.08 0.08
142 1410 0.0040 0.0192 4.742 2.242 0.015 4.506 0.019 0.018 0.08 0.08
143 1420 0.0040 0.0192 4.762 2.257 0.015 4.525 0.019 0.018 0.08 0.08
- .144.- -1430 .0,0040- .0.D192- ..4,781-- -2"273- --00015.... - 4,544.. - .0,019.. -0,018. ...0,08- -0,08-.
145 1440 0.0040 0.0192 4.800 2.288 0.015 4.563 0.019 0.018 0.08 0.08
PRE.SUBMITIAL REC'O
SEP292.009
F:\JOBS\6600's\6617\Exce/\25-yr SBUH9-16-09.xls
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SS4W 9nc.-Engineers
SURVEYORS -1 PLANNERS
2350 Oakmont Way, Suite 105
Eugene, OR 97401
.
.
APPENDIX B
FORM SIM AND TREE CREDIT WORKSHEETS
STORMW ATER DRAINAGE STUDY
69th & MAIN RETAIL ADDITION:
6898 Main Street, Springfield, OR
PRE.SUBMITTAL REC'D
SEP 2 92009
"'\i:!." t>.l"CM.\ '1'.0"" So. .
Vl.~' >-I...IL-r
S~"'''' r-'l c;"'~ {)'l..
INSTRUCTIONS
1. Enter square footage of new or
redeveloped impervious sff:e area in
Box 1 at the top of this form.
2. Select impervious area reduction
techniques from rows 1-3 to reduce
the site's resultirg storTT1lN'ater
management requirement. Tree credit
can be calOJlated using the tree credit
'MJI1<sheel on the next page.
3. Seled: desired storrrPNater
management facilities from rows 4-10..
In Column 1, enlerthe square footage
of impervious area that Vllill flow into
earn facility type.
4. MJltiply earn impeNious area from
Column 1 by the corresponding sizing
factor in Column 2. and enter the
restiIl in Column 3. This is the facility
surface area needed to manage
runoff from the impervious area.
5. Total Column 1 (RaMI 1-10) and
enter the resulting "ImpeNious IVea
Managed' in Box 2
6. Subtract Box 2 from Box 1 and
enter the resuti in Box 3. When this
mmber reaches 0, stormwater
pollution redudion ard flow con\roI
requirements have been met Submit
this fann with the application for
permit
7. If Box 3 is greater than 0 square
fee~ add square footage or facilities
to Column 1 arK! recalOJlate, or use
additional facilities from Chapter 2.0
of theStormwater Management
. Manual to manage stormwater from-- 0
these remaining impervious surfares.
.
\ o'i'"Z.
c;.c.,Ic.\i
"1 ('''/C9MAc....
",,"' -'",','" '.
". .", . - .
'. " _..... . .
.' -..
,-,. ....,.
2)~r~p'antel" '..0
-sf
...., .
. . 0
" . -"'.
. '. .
o. .
o'..Sf . :.
3) Tree Crell.it (See Next Page)
c.
si'~~:h,}()ti~~,~';': .
" ......
...._,.......,... ".'..
.......-....-.,...-...
,-_....'..., -'
..:..',:.,::.,:,'.-.... ",....-.".,.
..........SfXO.(Jll:'"
,. ", '-"
.....,..,..'
... .1
,"'n".:..
.sL ..
;",,:;.
>,~~d~
().~~I~i';;'l.."Sf'...
sf x
...--..:,,:
",." .
,...,...
0.2. J
.'.sf .x .0.09 ,;,.1.. .
.Sf~O.07=f' .
I.sf ..
I sf
I sf
I sf.
'.'sf xQ,12
..-...:._........:-..
"-'.' -'"
'" . .
....",,,-,..' .
.>~ix.
",,,,--,-.:..,',
. ,".,'.'.: .-.:'.' ,-,
',-,'."-'::,--'-" ,:;.. .
.... - ".
9) Veg~ed IrmL Basin
.,.---'-'. .:.....,.'-.' ....
. ." . -, -'.
. ,.', ,'." '-'
'. -- ,. . .' '.'
..':';'.''': ..-.,."
10) SllrK!RIteI:
T!lIaU!IlP!lrviQU$ JUlIa 12. So-z...
n._Managed-. . .'n"__..__
I Box 2
Box1-Box2 , 57-:'"2-
I Box 3 PRE.SUBMITTAl RECIO
SEP2 92009
Page 2-5
Stormwater Management Manual
Adopted July 1, 1999; revised September 1, 2004
'I"'i5'-1 ,l,it-C.I-II"Tc;;'c..."'-::e
"Dto.lt-I. I-A.f.>,-<t- -"'\
'S?(t...~"r-t~"'~ Or?-
.
Z-oF'2..
0, - "'''''II
A-!H,/"'j "^"'<..-
I<Sfi'jm~~~Jt;iii~~J!ifl,'~'
;_..~~~_~i
o mee 5 orrnwa er managemen reqUlreme s.
New E."ergrlle!l Tr~
To:~ve.;~~~t~.i~~?t9~,*nl~it,. reYJ'e,~~~:t~'.mlJ.~{be :P!a~e~t'~hii):25f~(bfg~~~~j.i~-pe~ou~ .
surfaces_ _~~.t~ cannot,be 9~~dn~. agai~st ~O~?~. ~.~~. Minimurll t~.heigrrt: (~t th~ time of plan,ti,ng) to
receive cied~.is 6 f~.
Enter number of ~~ evergreen t~ that meetq~lfficatio~ r'equi~ments i~ BoxA
" "-'. - .-' '---'-' '.-. " ,". '"',," '--, ......'- .
.l~~.~~': .
ISOXB.
I
I
Multiply Box A by 200 and enter result in Box B
New.Deciduous Trees
.C'" _._.... -:'_ "_, .-.' .."", '......- . '. -.. '_", ,.'
, .. . -
To ~e,~t~~tef,~~.~~~~.nt. ~itl,n~depdpo~'_~:~~ .be.,Pla~~ ~_n ~~ ~t ~ ~~~~~~~_\~~~o~s. .'
surfaces. .l;Iewtrees~t.be. a'ed~ed against rooftop surf~. Minimum t~ calipe..(at thEi time"! planting) to. . .
receiVe credit is 2 incheS.
d\i~~c.""'"
.::.....->-, -:_--"-"'-":"- ,-.' ,,':-':-. ....-:
Munip<y ~ Cby1pO and~~r le,;un in ~D .....\..
I
'"
','.':.-,0'-"'-'
'........, ',""-
. ... ',.
..r.....:..
". '. Bo~(>
....,-...
EJg::;til)g...r~c:cihQPY: ..' .d.:... ": ."
:;;i~~IE;E~$ili~~;~~~~~k~iE:~~~~&2P;~.i:....:.....::.....
tre8.c~O~pyJ9Cat~~in~.~~rMl.zQ~. T~.~py.is.fn~_s~.aro.lUldJh~~'~dripli!lf!. . . .,
. ~ : :..: 'i ".
...-.,....'....-...:,'
"..'..-,.......:.
Ent~f :~~~_~~g~-.~f-~~ng;~-~pY ~8t ~~. 94~!~~o.~'~~jre!n~ry~'!n.~qi.~, . "-'J .
",' '. :'''''_' ','C.".___'..
.'.,I.I~~x{.....
..-....,,-..-,..- ",'
...... '. '.'--" ",'
:.I~~E .
Total Tree Credit
>1 ..~
IBoXt> '.
... ':'-.' '. .,:, '. -,,' : ":' '.-'. - ;'. '. >:-; :. --:" ", ':. .... ::- ',..- ," ::.
For~iteS ~.I.~_,tha~'1'000-S!l~_~~. ~ ~~,~ ~~I~~ iD:1pervl~~,area.:. . .
.-'.-'- -'-:.', ..... ..... ......,--_. .'. ........ ',,' .... ...-...-.....--,. .
Theam~~in_BoxG.isi~~ei1t~.as.~'!~_~ir<?n.~orinSI~. '~.?top He~- ..'
: ":,. . ::':, - : ~ - - : - - '::: .: --"~.':':":': . -.: ':' . -.. . :: '". : _: ': ::' .:'. ::. .- .,', , : -...-:--:. ':'. . : ' '. .
. ,. . .
Forsif:eS~..~~~n._1.~. ~~:~.~~or~~I_oped im'pe~ol:lS ~~:
MtiJtiply Box 1 Of Form 81M by 0.1 and enter the resuIt.in BoxH
I
......1
IBoXH
. '. ....-..', '-'''''" "" . .".
. . .u. __m.._.--,.-.~._..---.-.,... __.____,.._._.____..~~_.____.._u_,....,.-.--...--,- __",.__.___.__.....__.._____________
1s;,~1
Enler~ les~r of [lOX G and Hin BoxL. . . . .
This is the amount to.be entered as "Tree Credif'. on Fonn 81M. -Stop ~re-
PRE~SUBMITTAL RECIO
SEP'2 92009
Stormwater Management Manual
Adopted July 1, 1999; revised September 1, 2004
Page 2-6
.
City of Springfield
Site Plan Review Pre-Submittal Request
Exhibits
September 29, 2009
.
EXHIBIT L
Parking lot Lighting Fixture
Specification & Photometric Test Report
PRE.SUBMITTAl REC'O
SEP 2 9 2009
PARKING LOT ~GHT FIXTURE SPI::l;It: L;A IIUN~
,~ LfTHDNfA LfGHTfNO' Cat,logNombat '. -... .
-
FEATURES & SPECIFICATIONS
INTENDED USE -Ideal for parking areas, street lighting, walkways and caf lots.
CONSTRUCTION - Rugged, die-cast soft corner aluminum housing with O.lT nominal wall
thickness. Die-cast door frame has impact-resistant tempered,glasslensthatisful1ygasketed
with one-piece tubular silicone.
FINISH - Standard finish is dark bronze (DDB) polyester powder finish, with other architec-
tural colors available.
OPTICAL SYSTEM - Anodized, aluminum hydroformed reflectors: IES full cutoff distributions
lUlasymmetric), R3lasymmetric), R4 {forward throw} and RSS (squarel are interchangeable.
High-performance anodized, segmented alumin"um reflectors IES full cutoff distributions SR2
{asymmetric}, SR3 (asymmetricl and $R4SC (forward throw, sharp cutoffl. Segmented reflec-
tors attach with tool-less fasteners and are rotatable and interchangeable.
ELECmlCAL SYSTEM - Ballast High reactance, high power factor for 70-150W. Constant
wattage autotransformer for 175-400W. Metal halide 150W and below are standard with
pulse-start ignitor technology; super CWA pulse-start baHast required for 200W, 320W and
350W lSCWA option!. Ballast is copper-wound and 100% factorv-tested.
Super CWA pulse stall ballasts, 88% efficient and EISA compliant, are required for 151-400W
{must order SCWAoption} forUS shipments only. Not available: 175M SCWA. CSA, NOM or INTL
required for probe start shipments outside the US.
Socket POTcelain, horizontally oriented medium base socket tor 70-150M. Mogul base
socket for 175M and above, and 10-400S, with copper alloy, nickel-plated screw shell and
centercontactULlisted 1500W,600V.
USTlNG _ Ullisted (standard). CSA Certified (see Options!. Ullisted for 250C ambient and
wetlocations.IP65 rated in accordance with standard IEC 529.
Specifications subject to change without notice.
Notes
Type
~@
Specifications
EPA: 1.2ft'
'Weight: 35.9 Ibs (16.28 kg)
length: 17-1/2' 144.5 eml
Width: 17-1/2' 144.5 em)
Depth: 7-1/8' (18.1 eml
""Weight as contigured in
example below_
q
I- 4.-1
(10.2 em)
Soft Square Lighting
KAD
MH: 70W-400W
HPS: 70W-400W
20' to 35' Mounting
)-r
7-118"
(III
I
1)-1/2'
144.5 eml
ORDERING INFORMATION
For shortest lead times, configure product using standard options (shown in bold),
Example: KAD 400M R3 TS SCWA SPD04 LPI
KAD
~
KAD
Ivol;~
120
208'
24D'
277
347
480'
lB'
23050HZIO
~
Melal IllW1
~on'!ssure
70Ml.2.3~1
100M' 70S'
150M3 100S
175M' 150S'
200M' 250S
250M 40DS
320M' ~
rnml
350M' ~
. 4OOM' 50M H C
70MHC
100MHC
150MHC
Mounting
Dill lwJslh"
SPD_ Square 04 4" ann
pole IIi 6'arm
RPO_ Round
pole 09 9"' arm
WBD Wall 12 12"arm
bracket
WWD_ Wood
pole or
wall
DAD12P
Degree arm
(pole)"
Degree arm
(wa11l12
Decorative wall
bracket12,lJ
Mast arm
external fitter
Twin mounting
bar
DADI2WB
WBA
~istribution
KMA
Hvdroformed refler.tors
R2 IES type II asymmetric6
R3 IES-type 1\1 asymmetric'
R4 IES type IV forward
throw"
R5S IES type V square
SeGmenter! reflectors
SR2 IES type II asymmetricl1
SR3 IES type III asymmetricB
SR4SC IES type IV IOfWard throw
KTMB
NOTES,
1 Not available with SCWA.
2 Not available with 480V.
3 Not available with TBV.
4 Must be ordered with SCWA.
5 Reduced jacket ED28 required for
SR2, SRJand SR4SC optics.
6 House-side shield available.
7 Must specifyCWI for use in Canada.
Optional multi-tap ballast 020, 208, 240.
277V; in Canada: 120, 277, 347V!.
Optional five-tap ballast {12Q, 208, 240,
277.4BOVI.
10 Consultfactorv lor available wattages.
11 9~ arm is required when two or more
luminaires are oriented Q{\ a goo
driJlingpattern.
12 Ships separately.
13 Available with SPD04 and SPOOg.
14 Must specify voltage. N/A with TB.
15 Only available with SR2, SR3, & SR4SC
optics.
16 Max allowable wattage lamp included.
17 Maybe ordered asan.accessory.
18 See www.lithonia.comtarcholors for
additional color options.
19 Must be specified.
20 MustuseRPD09
8
~
(blank) Magnetic
ballast
CWI Constant
wattage
isolated
~
LPI Lamp
included
l/LP Lass
lamp
Finish'8
(blank) Dark
bronze
DWH White
DBL Black
DMB Medium
bronze
DNA Natural
aluminum
..
NIGHTTIME
FRIENDLY
Con$islentwithlEEO-QoalS
& Green Globes'" criterll
lor 6ghtpolh..iiotl reductiotl
Three@9DO
T2D-39D20
T25-39020
T35-39020
Four@900
T2D-49020
T25-49020
T35-49020
Options
.':!'.~!:''Vg ~
Shinned installed in fixture
SF Single luse 120. 277. 347V"
DF Double fuse 208. 2411. 480"
PO Power tray15
PEA NEMA twist-lock recep-
tacle only (no
pl1otocontrolj
QAS Quartz restrike system16
QASTO QRS time delayl0,10
WTB Terminal ~iring block15
HS House-side shield
CSA CSA Cenified
INTL Available for MH probe
start shipping outside the
U.S.
Shinned .':p.nilratelv17
PEl NEMA twist-lock PE 1120.
208,14UV\
PE3 NEMA twist-lock PE 1347V\
PE4 NEMA twist-lock PE 1480V\
PE7 NEMA twist-lock PE (27M
SC Shortening cap for PER
option
VG Vandal guard
PRt:SU~~TfAL REC'D
SEP 2 9 2009
Outdoor
AL-310
SCWA Super
CWA
pulse
start
ballast
NOTE Forshipments
toU.S.territories,
SCWAmustbe
specifiedtocomply
withEISA.
Accessories
Ordar as separate catalog number.
Number of rlXtures
Tenon Mounting Slipfitter
Tenon 0.0. One Two@180o
2-3/8' T20-19D T20-28D
2 -7/8' T25-190 T25- 28D
4' T35-190 T35-28D
KADVG Vandal guard
KAoWG Wire guard
Two@90o
T20-29020
T25-29020
T35-29020
Three@1200
T20-32020
T25-320
T35-320
Sheet #: KAD-M-S
KAD 400M Arm-mounte~ft Square Cutoff
.
Coefficient of Utilization
Initial Footcandles
KAD 400M RHes! no. 1193083101P KAD 400M R3 rest no. 119204090?P
ISOILLUMINANCE PLOT (Footeandle) ISOILLUMINANCE PLOT (Footeandle)
.3 ~ .3
- I- ~
I 0,25 ........ I
0.25 " "
0.5 ~ -2w 0.5 ~ ~ .'ill
1.\ ~ I 1.l
" l\ "
'.5 -1~ .2.5 -1~
5 ~~ z 5 ;;;;;;;: ~ l\\ z
~ is
- 0 -
O~ O~
~ ~
i)J 0 ~ 0
~ 1~ ~ :; 1~
~ Z Z
~ ;;;;;; ~
,~ ,~
- ~ w r- w
u U
3~ 3~
~ ~
5 C
4 4
0 1 , 3 4 5 6 0 1 , 3 4 5 6
400W plJlse start metal halide lamp, rated 38000 400W pulse start metal halide lamp, rated 42.000
lumens. Foolcandle values based on 20' IUffiOOS. Footcandle values based on ZO'
mountinghaight. moontingheigh1.
Classification: Typa Il,Short, Full Cutoff Classification: Type II, Short, Full Cutoff
KAD 400M R4 Test no. 1191110101P KAD 400M R4HS Test no. 1192061101P KAD 400M R5S Test no. 1194040801 P
ISOILLUMINANCE PLOT (Footeandle) ISOILLUMINANCE PLOT (Footeandle) ISOILLUMINANCE PLOT (Footeandle)
.3 -3 .3
~ 0.25 ~
I \; I
" " 05 "
-ZW -2w 1.1 .2w
0251-- I I '.5 ~ ."a1 I
" "
;i~ -1e , " 5 )I z
o~i -1! .1~
z z
~ ) z ~
0 ~ 0
o~ 5 og o~
~ ~ ~
0 0 0
1~ 1~ 1~
I ~~ \' z ~ - ~J) z
) z
~ ~ -' ~ ~
,~ ,~ ,<;
':/. './~ w J w w
u u u
3~ 3~ 3~
~ ~ ~
~
5. C 5
4 4 4
0 1 , 3 4 5 6 0 1 , 3 4 5 6 0 1 , 3 4 5 6
400W pulse start metal halide lamp, rated 38.000 4QOW pulse start metal halide lamp: rated 38,000 4QOW pulsu start metal halide lamp. rated 38000
lumens, Foolcandle values basad on 20' lumens. Footcandle values based Oil 20' lumens. Footcal1dle values based all 20'
mountingheighl. moulltingheight. moun~ngheighl
Classification: Unclassified (Type III, Very Short). Full Cutoff Ciassincation: Unclassified (Type 111, Very Short), Full Cutoff Classification: Undassified (Type NC. Very Short),
Full CutQff
Electrical Characteristics
line current Primary
Primary lAmps} dropout Input Power Regulation
Wattage/ballast voltage Start/Operating voltage watts factor (%) Line V = lamp lumens
120 2.50/4.00 55
400GWA 208 1.45/2.30 95
Peak-lead 240 1.25/2.00 110 455 90+ :!10% = :!10%
Autotransformer 277 1.10/1.75 125
480 .73/1.00 225
Mounting Height' Correction Factor
(Multiply the fc level by the correction factor)
25 ft. '" 1.44
35 ft. = 0.73
40 ft. '" .56
Tested to current JES and NEMA standards under stabilized laboratory conditions. Various operating factors can
cause differences between laboratory data and actual field measurements. Dimensions and specifications an this'
sheet are based an the mast current available data and are subiectto change without notice.
(Existing Mounting Height \' _ .
New MounUng Helgnt ) - Correcuon Factor
NOTES:
1 PhotomEltric data far other distributions can be accessed from www.lithonia.com.
PRE-SUBMITTAl REC'O
SEP 2 92.009
,~ LfTHDNfA LfGHTING"
-
Lithonia lighting
Outdoor
One lithonia Way, Conyers, GA 30012
Phone: 770-922-9000 Fax: 77Q-918-1209
www.1ithonia.com
An~cuityBrands Company
Sheet #: KAD-M.S @2007 Acuity Brands lighting, Inc., Rev. 4122109
AD 250M ~ ~R~~INOu~OOL~~~GHrtT FIXTUH~ttp:~HO~~~~O~~~oT~;eTer~~ul~O~T'
'~l.lrHDNIA j"GHTINt:r
- . .
<M.cuitvBrands.
. LIgi,c,rtg
KAD 250M R3 (PROBE) . OUTDOOR PHOTOMETRIC REPORT
-.---'------ - -----.-.-.-.,-.------.-.-.-....---...---- ...------.-.--.-----.---.---....----....-----.-.".-...._._--_._---_._~._"._.._--
KAD 250M R3 (PROBE)
AREA LUMINAIRE, 250W MH, R3 REFLECTOR, FULL
CUTOFF
MEETS THE 'NIGHTTIME FRIENDLY' CRITERIA
M250/U
ONE 250-WATT CLEAR BT-28 METAL HALIDE,
HORIZONTAL POSITION.
LAMP OUTPUT: 1 LAMP(S), RATED LUMENS/LAMP: 19500
INPUT WATTAGE: 297
LUMINOUS OPENING: RECTANGLE (L: 1.20FT, W: 1.20FT)
CATALOG #:
LUMINAIRE:
LAMP CAT #:
LAMP:
EFFICIENCY:
TER CATAGORY:
TER VALUE:
MAX CD:
CUTOFF CLASS:
ROADWAY CLASS:
7.200:
,
6.000\
4.9001.... .
3,SOO'
2.400
,
L200:
,
co: 0
,
1.200.
2,400:
3.600'
\
4.900'
,
6.000:
7.200'
. .O'H
. . 90' H
..
NIGHTTIME
FRIENDLY
67%
AREA ft SITE LIGHT - TYPE II
26
7,119.0 AT HORIZONTAL: 65', VERTICAL: 67's"
FULL CUTOFF
SHORT, TYPE II
Product Page
Specification Sheet
Polar Candela Distribution
tSO:! 170:2 160:2 150:1 ~~:J
. -..,..".; ..- ....
Isofootamdle Plot
6. ..5 4 3 .'2....1,...0 ...1..._.2 3.. ,~._..5
130J
5, .. ..
, .
.... _ .'~ ;~.. 'u..
120'
110=
: ,
:IDO:l
90'
so'
7t:f:l
,
,
: 50'
4
,~~
/. . .' '\
I ., \
,. \,
I \
0- r~ / \
,'ot"!". -~.;.:~.-"'~.:- ';~.\\.~.~'o-
! : I \
! i. l
I "'- 1 t;
\ ~. . ,J<. ,--'....fO.... F
~ . ---..;--- " . /
: ''-'---..-,,~..-~~..PRE.StJ8MITTAL RECIO
SEP 2 92009
3
2.
1
2.
3
.Sl):!
_ '_ _ .1' ..,.
VA:D:J 10' ~ 30' 4tP
;:; . 180' H . - Max Cd: 65' H
4.
5
.f;oJ- - '" ...
.20 fc I!llfc Mount height: 10ft
. 10 fc .0.5 fc TotalllP. 1
.5 fc m 0.1 fc .50% Max Candela
Distance in units of mount height ..C Max Cd Value
~MENS PER ZONE J ~ONALLUMENSUMMARY
ZONE LUMENS % TOTAL ZONE LUMENS % TOTAL ZONE LUMENS % LAMP % LUMINAIRE
-----------
0-10 201.1 1.5% 90-100 0 0% 0-30 1,974.2 10.1% 15.1%
10.20 621.3 4.8% 100-110 0 0% 0-40 4,010.6 20.6% 30.7%
20-30 1,151.8 8.8% 110-120 0 0% 0.60 9,216.0 47.3% 70.5%
30-40 2,036.4 15.6% 120-130 0 0% 60-90 3,854.5 19.8% 29.5%
40-50 2,644.9 20.2% 130-140 0 0% 0-90 13,070.5 67% 100%
10f3
4/23/2009 3 :09 PM
AD 250M R3 (PROBE) - Outdoor Pholom. Report
.,
50-60 2,560.5 19.6% 140-150 0 0%
60-70 2,375.2 18.2% 150-160 0 0%
70'80 1,422.4 10.9% 160.170 0 0%
80-90 56.9 0.4% 170-180 0 0%
)rn1
VA'! Wot)\ rack>.??
2 of3
http://www.Visua..COmlIOO!S/Pholometric Viewer/ defuult.aspx?id~...
90.180 0 0% 0%
0-180 13,070.5 67% 100%
------
EFFICIENCY TOTAL: 67%
PRE.SUBMITTAl REC'D
SEP 2 9 2009
4/23/2009 3 :09 PM