HomeMy WebLinkAboutApplication APPLICANT 8/17/2007 (2)
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~ City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
land Division Application, Type II
Wi:tiI1
Subdivision Tentative:
Partition Tentative:
D
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Subdivision Replat Tentative:
Partition Replat Tentative:
D
~
Phone: 606-4447
IFax: 1746-8833
Applicant Name: Thomas G. and Diane M. Wirfs
Company: Icozy Homes
Address: Ip. O. Box 37, Springfield, OR 97477
Applicant's Rep.: IJeannette Applauso, E.!.
Company: I Branch Engineering, Inc.
Address: 1310 Fifth Street, Springfield, OR 97477
Property Owner: IThomas & Diane Wiris
Company: I"same as Above"
Address: I
Phone: 1746-0637
Fax: 1746-0389
Phone: I
Fax: I
ASSESSOR'S MAP NO: 17-03-25-23 TAX lOT NO(S): 1801
Property Address: 1361 '5' Street, SpringfIeld, OR -
Size of Property: 0.40 Acres ~ Square Feet 0
Proposed Name of Subdivision: Wllfs Partition
~~~~~~::~n of This partitIon application IS to diVide Tax Lot 1801 into two parcels.
Existing Use: Residential
# of lots/Parcels: 2 Avg. Lot/Parcel Size: 8712
sf Density: 5
dujacre
Zoning: Overlay District:
Applicable Refinement Pfian: Pian Designation:
location: City limits 0 Urban Growth Boundary 0
Associated Applh::ations: (fM- Z6b L- ~{... 'S (&Lf.~ e-re....)
Pre-Submittal J ,..., Reviewed by:
Case No.: PY'L2e:5iS=f -~Lf Date: 6 Llid c t (initials)
Reviewed by:
(initials)
Total fee:
~
Case No.:
Application Fee:
Date:
Postage fee:
~ I~ ~ I?~ )01 / 11'.~A-/lA
Steps in the Process:
1. The Applicant Submits a Pre-Submittal Meeting Application
The Pre-Submittal Application is mandatory. Please refer to the Springfield Fee Schedule for
the Pre-Submittal Application fee. The submittal package must conform to the application
completeness checklist attached to this form. You are required to submit 1 copies of the
submittal requirements packet for pre-submittal review. Pre-submittal meetings will be
conducted every Tuesday and Friday between 10:00 am and noon. We will strive to conduct
the Pre-Submittal meeting within five to seven working days of receiving the application.
2. Applicant and the City conduct the Pre-Submittal Meeting
We strongly encourage you, the owner and design team to attend the Pre-Submittal meetmg.
The meetmg will be held with representatives from Public Works Engineering and
Transportation, Community Services (Building), Fire Marshall's office, and the Planning
Division. The meeting will be scheduled for 30 to 60 minutes. The Planner will provide you
with a Pre-Submittal Checklist at th~ end of the meeting specifying the items required to
make the application complete-if it Isn't already complete. You will then have 180 days to
make the application complete for submittal and acceptance by the City.
3. Applicant Submits a Complete Application
When you have addressed all of the items on the Pre-Submittal Checklist, please submit 18
copies of the complete application to the City. A fee will be collected at that time and the 120
day calendar review period will begin. When the Planner has prepared a draft land use
deClslonj the draft will be mailed/faxed to the applicant/owner/design team for their review.
At the applicant's request, the planner will schedule a meeting to review the draft with
appropriate staff If certain Issues need resolution before the final land use decIsion IS Issued.
Owner's Signature
This application will be used for both the required Pre-Submittal Meetmg and subsequent
complete application submittal. Owner's signatures are required at both stages in the application
process. An application without the Owner's signature will not be accepted.
Case Number: (K- ~-=t _ r::f]:J4( Date Submitted:
The undersigned acknowledges that the Information In thiS application is correct and accurate for
scheduling of the Pre-Submittal Meeting.
t/A
SignaturV ,,-
Owner:
Date:
<gjtdo7
f,
Tom and Diane \Nl!fs
Print
land Division Submittal Requirements Checklist
*If you feel an item does not apply, please state the reason why and attach the explanation to
this form.
1. 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. The application fee and current postage fee is collected at the time of
complete application submittal.
2. Copy of the deed and a preliminary title report-one copy issued within the past 30
days documenting ownership and listing all encumbrances. If the applicant is not the
property owner, written permission from the property owner is required.
3. One additional copy of the land Division Plan reduced to 8Y2"X 11", which will be
mailed as part of the required neighboring property notification packet.
4. Right-of-Way Approach Permit application must be provided where the property has
frontage on an Oregon Department of Transportation CODOT) facility.
5. Stormwater Management System Study-four copIes of the study with the completed
Storm water Scoping Sheet attached. The plan, supporting calculations and
documentation must be consistent with the Engineenng Design Standards and Procedures
Manual.
6. Traffic Impact Study-four copies of a study prepared by a Traffic Engineer in accordance
with SDC Section 32.020(1)(c). Traffic Impact Studies (TIA) allow the City to analyze and
evaluate the traffic impacts and mitigation of a development on the City's transportation
system. In general, a TIA 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 TIA must also address, If needed, City, metro
plan and state land use and transportation poliCies and objectives.
7. Seven copies of the following plan sets for the Pre-Submittal Meetiu:!g
OR
Eighteen copies of the following plan sets for Complete Application Submittal
All of the following plans must include the scale (appropnate to the area Involved and
sufficient to show detail of the plan and related data, such as 1" = 30', 1" = 50' or 1" =
100'), north arrow, and date of preparation. All plan sets must be folded to 81/2" by 11"
and bound by rubber bands for submittal.
a. Site Assessment of Existing Conditions
[g! Prepared by an Oregon licensed Landscape Architect or Engineer
[g! ViCinity Map
[2;J The name, location and dimensions of all eXisting site features including buildings, curb
cuts, trees and impervious surface areas, clearly mdlcating what is remaining and what
IS being removed
!ZI Requ!red setbacks to the proposed l1ew property lines for eXisting structures to remain
on site
NI!\ D The name, location, dimensions, direction of flow and top of bank of all watercourses
and required riparian setback that are shown on the Water Quality limited
Watercourse Map on file in the Development Services Department
. '
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IZI 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
IZI The Time of Travel Zones, as specified In Article 17 of the Springfield Development
Code and delineated on the Wellhead Protection Areas Map on file in the Development
Services Department
IZI Physical features including, but not limited to trees 5" in diameter or greater when
measured 4 Yz feet above the ground, sIgnificant clusters of trees and shrubs, riparian
areas, wetlands and rock outcroppings
IZI 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
b. Tentative Land Division Plan
IZI Prepared by an Oregon Licensed Land Surveyor in accordance with ORS 92
IZI Location of all existing and proposed easements
IZI Dimensions and size of each parcel and the approx'lInate dimensions of each building
site Indicating the top and toe of cut and fill slopes to scale
[gJ Location and type of existing and proposed street lighting
IZI-Location, widths and names of all existingcand proposed streetsl alleys, dedications or
other nght-of-ways within or adjacent to the proposed land division
IZI Location of eXisting and required traffic control devices, fire hydrants, power poles,
transformers, neighborhood mailbox units and similar public facilities
fJlA- D Location and width of all existing and proposed sidewalks, sidewalk rampsl pedestrian
access ways and bike trails
N{A D LocatIon, size and type of plantings and street trees In any required planter strip
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. Where multiple
panhandles are proposed, the utility plan must include any utilities located in the
driveway(s).
Phased Development Plan required if redivislon is proposed. The plan must include
the boundaries and sequencing of each proposed redlvlslon. Any redlvlsion must
progress In a sequence promoting street connectivity between the various phases of
the development and accommodating other required public improvements.
c. Grading and Paving Plan
IZI Prepared by an Oregon Licensed Civil Engineer
tv/l}. 0 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
~ The size and location of stormwater management systems components, includ~ng but
not limited to: drain Iinesl catch basins, dry wells and/or detention ponds; storm water
quality measures; and natural drainageways to be retained
~ Existmg and proposed spot elevations and contours lines drawn at 1 foot Intervals (for
land with a Slope over 10 percentf the contour lines may be at 5 foot Intervals)
~IA 0 Amount of proposed cut and fill
. ,-
"
8. 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 EITHER THE DEVELOPMENT ISSUES OR
THE PRE-APPLICATION REPORT AS DISCUSSED IN SDC 31.030:
I
t\l{4 D Proposed deed restrictions and a draft of any Homeowner's Association Agreement
~/A D Additional plans and documentation for submittal of a Cluster Subdivision proposal as
specified in SDC Section 16.100(3)
r\}[A. D Riparian Area Protection Report For properties located withm 150 feet of the top of
bank of any Water Quality Limited Watercourses (WQLW) or withm 100 feet of the top
of bank of any direct tributaries of WQlW
NIA D A Geotechnical Report prepared by an engineer must be submitted concurrently if
there are unstable soils and/or a high water table present
N(ti D Where the development area is within an overlay district applicable, address the
additional standards of the overlay district
N/4 D If five or more trees are proposed to be removed, a Tree Felling Permit as specified in
SDC Article 38
~/~ D A wetland delineation approved by the Oregon Division of State Lands must be
submitted concurrently where there is a wetland on the property
Nft+ D Any required federal or state permit must be submitted concurrently or eVidence the
permit application has been submitted for review
N'I(\- D Where any grading, filling or excavating is proposed with the development, a Land and
Drainage Alteration permit must be submitted with the land use application
Nl~ 0 Where applicable, any Discretionary Use, Variance or ModifIcation of ProvIsions as
speCified in SDC Article 10 or 11
_ SEE MAP 17 03 25 22
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r;1 TAX MAP /7-03-25-23. TAX LOT /801
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TENTATIVE PARTITION MAP FOR
TOM WIRFS
s" W.l/4 N. W.l/4, SEC. 25, T.17S., R.3W.,
SPRINGFIELD, LANE COUNTY,
AUGUST 16, 2007
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LEGEND
SI1E BOl.HJARY
PROP08ED PROPERTY LIES
EJaSfW AC
EJiBTWG FENCE
- -w- O1STWG WAT'ERUE
- --SAN--- - EX1STIIG SAMTARY SEWER
- SAN - PROPOSED SAIITARY SEWER
~ -----GAS-- - EXlSTIIG GAS
-OI-/P- EXJSTWG 0VER1EAD POWER
502 STr ElEVA1lW9
FlOt' ARROt'
[j1) WATER AETER
0 EloSTWG !IAI#QE
+ POwfR POCE
~ POrER f'a..E 17TH STREET
LXiIIT AM) TRANSFORIER
l j 8aSTWG ca<<:RETE
C:~ 8UlDABLE AREA
0 APPROXIMA TE: LoeA TlON OF
PROPOSED DRYWELI.
. ExISTING
DEeDUOUS
TREE
r PR~~~~AL 1
LAND ~RVEY,OR I
~~I/ ~/
l OAEGON
9EJ"T 23.19n
JAMES ~".. BRANCH
DECEMBER 31 2007
E>>WS /JEa1fJfR JJ ZOOl
PROJECT NO 06-128 fJ
fll.' \2006\06-128 WIRFS 1361 S STRE:H PARTlTlON\06-128 TE:NT DWG
W.M.
OREGON
BABTB lrOBK
NO CUT OR FILL MORE: THAN 50 CY
IS PROPOSED A T THIS TIME
DR4INAGB
WE ARE PROPOSING AN INDIVOOAL DRYIl'ELL
TO REf AIN TIE ROOF RIlNOFF FOR
PROPOSED PARCEL 2.
}
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~ Branch Engmeermg, Inc.
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Spnngtleld, Oregon 97477
(541)746-0637 FAX (541)746-0389
bra.n.cha.dmm.Obranchenelneenng com
Clvd . Structures. Transportatton . Surveymc
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SITE ASSESSMENT OF EXISTING CONDITIONS
TOM
S.W.l/4 N. W. 1/4, SEC. 25, T.17S.,
SPRINGFIELD, LANE COUNTY,
AUGUST 16, 2007
SCALE 1 '=20"
;
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o 20
LBGKND .
SITE: BOlft)ARY
EXlSTm AC
EXII1TN; rnKI
- -w- EXJSTNJ WATERt.rE
- -BAN- - extsTNG SAIITARY SEWER
- -GAS- - EXJSTNG GAS
-OHP~ 8QSlWG OVERJEAJ) POIf(R
502 SHe ElEVA TDNS
[2] WATER IETER
Q DaSTM MA1HX.E
+ POWER POlE
",
x~~'v ~ POWER Pa.E ltfTH STREET
UGfT AM) TRANSFORJ.ER
-1 txJSfNj C~
'" . EXISTING
~ DECIDUOUS
TREE
f$ TREE:
TO fiE:
\?' ~ REMOVED
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APPUCANT/ ....".......
THOMAS G AND DIANE M WIRFS
PO BOX 237
SPRINGFIELD OR 97477
ADDRESS
1361 'S' STREET
SPRINGFIELD OREGON
l..u.>....1I... USB:
SINGLE F AMIL Y DWELLWG
ELEVATIONS BASlID ON:
8ENC/NARJ(. CITY OF SPRIIIGFELD DA 1l..\Wl F()(H)
C1fSELED SQUARE Ii TOP BACK OF ClRB AT
NORTH e.o OF HAM>lCAP RAMP A T SOUTHWEST
CDRf-ER OF IVTER-SECTION OF 14TH & R
STREETS QTY OF SPRIJGFIELD BENCHMARK' 241
(RECORD ELEVA T10N . 45448'
ZONING:
LOR - LOW DENSITY RESIDENTIAL
THE PROPERTY TO THE SOUTH IS
ZONED R-2 MEDIUM DENSITY RESIDENTIAL
ALL OTHER SURROUNDING PROPERTIES
ARE LOW DENSITY RESIDENTIAL
~
WIRFS
R.3W., W.M.
OREGON
IrA7UCO,,__
NO WA TERCOURSES OR RIPARIAN
SETBACKS ARE LoeA TED WITHIN
OR NEAR THE PROJECT SITE
ACCORD/NG TO THE WA TER QUALITY
LIMITED WATERCOURSE MAP
F'LOODIrAY:
BASED ON FIRM MAP NO 41039C1/34 F
EFFECTIVE DA TE JUNE 2 1999 THIS
PROPERTY IS IN ZONE X AND IS
OUTSIDE THE 500 YEAR FLOODWA Y
SOIL TYPES
ACCORDWG TO THE SO'..5 SURVEY OF LA""
CO/A.JTY THE EX/STING SOIL IS MOSTL Y
MALABON-uRBAN LAND COMPLEX (76) HA VING
A WA TER TABLE GRA TER THAN 6 FEEl
BELOW GROUND SURFACE AND A
PERCOLA TION RA TE OF 06 - 20 rNCHES PER
HOUR A SMALL PORTION ALONG THE
SOUTflERN BOUNDARY OF TIE SITE IS
C08URG-tI?BAN LAM> COAFLEX 000' HA VING
A WA TER TABLE BETWEEN I 5 AN) 2.5 FEET
DEEP
SITB AREA
TAX LOT 1801 ~ 040 ACRES
JIBTRO PLAN DESIGNATION: ~B h E I
LDR - LOW DENSITY RESIDENTIAL ~ rane nglneennl!:, ne
m-llS INCLUDES PROPERTY WITHIN 310 Fifth Street
/00 FEET) SprIngfield. Oregon 97477
(541)746-0637 FAX (541)746-0369
branchadmlnObranchenglneermg com
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STRE:ETJ ~ ST
STREET \/ ~ ----:'
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STREET I ~ ~
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TIJlB OF TIU Vll'L:
THIS PROPERTY /S BETWEEN THE
1 AND 2 YEAR TIME OF TRA VEL
CiVIl. Struetures . Transportation. Surveying
HA YDE:N BRIDGt;
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PROJECT NO 06-/28 ~I
1"., 12006106-/28 WIRFS /361 S STREET PARTlTlONI06-128 TENTOWG
WESTERN TITLE & ESCROW COl\1PANY OF LANE COUNTY
EUGENE OFFICE. 497 OAKW A Y ROAD SUITE 340. PO BOX 10960. Eugene Oregon 97440' (54]) 485.3588 . FA.X (541) 485.3597
SUBDIVISION GUARANTEE
WESTERN TITLE & ESCROW COMPANY OF LL\NE COlJNTY
ATTN KIM MCBRYDE
4750 VILLAGE PLAZA LOOP SUITE 102
EUGENE, OR 97401
Repoll No 50-0222607
YourNo --
SubdIvIder THOMAS G WIRFS
SUBDIVISION GUARAl\TEE
$200.00
LOCAL GOVER.NMENT LIEN SEARCH
$15.00
"'estern Title & Escrow Company of Lane Count)
Guarantees
The Oregon Real Estate C0111nllSSlOner. and any County or CIty wlthm ",hIch SaId subdI\'1sIOn or proposed
subdIVISIOn IS located
That accOI dmg to the publIc records \\ 11lch l111pal t constructIve notice of mattel s affectmg title to the
premIses hel emaftel referred to, \\ e find
Dated as of July 31, 2007 at 5 00 pill, tItle IS vested III
THOMAS G WIRFS AND DIANE M V/lRFS, as tenants by the enurety
We also find the foIIo\\'mg apparent encumbrance." whIch mcludes "Blanket Encumblances" as defined by
ORS 92 305 (I) and also easements, restnctIve covenants and lights of way wlthm a penod often years
pnor to the effectIve date hereof
2007-2008 taAes, a lien III an amount to be deteIll1med but not y~t payable
2 The lights of the publIc Il1 and to that pOl tlOn of the hel em descnbed plOpeJi) lymg" Ithm the
IU11lts of roads and 11lgh",ays
3 Reservat1ons, l11Cludulg the tenns and provIsIons thereof. as dIsclosed by IllSh Ulllent
Recorded June 27,1944
Book 269, Page 651, Deed Records
4 Covenants, easements and lestnctIOns, but omlttmg lestIlC(lOns, If any based on race C010l
lelIglOn, natIOnal OllgIll or phYSIcal 01 mental handIcap Imposed by mstlllment mcludmg the
tel111s and pI oVlslOns thel eof,
RecOIded February 7,1945
Book 2S2. Page 531, Deed Records
PRE..SUBMITTt\1 D~C'D
AUG 1 7 LuUl
Ordel No 50-0222607
Page No 2
5 Covenants, easements and restnctlOns, but OJ11Ittmg restnctlOns, If any. based on race color,
I ehglOn, natIOnal ongm, 01 physical or mental handicap. Imposed by mstrument. mcludmg the
teflllS and proVISIOns thereof,
Recorded May 31,1950
Book 416, Page 109, Deed Records
Document No 20280, Deed Records
6 Trust Deed to secure an mdebtedness m the amount shown below, and any other obligatIOns
secured thereby
Amount $210,000 00
Dated Ma) 31. 2006
Recorded June 6 2006
Document No 2006-039308, Official Records
GrantOI Thomas G WlIfs and Diane M Wlrfs. husband and wIfe
Trustee Cascade Title and Escrow Company
BenefiCiary South Valley Bank & Trust Its successors and assIgns. custodian for
John L Shama Rollover IRA
(covers additIOnal propeliy)
NOTE Ta"-es paid m full fOJ the year 2006-2007
Ongmal Amount $1 31957
Tax Lot No 1703 25 23 01801
Account No 1392180 Code 19-00
NOTE The guarantee does not proVIde affinnatlve assurances as to the prOVISIOns ofORS 92 012 -
92 190 which requlles that any dI\ ISJon of an e.\Jstmg parcel IS a partitIon I equIImg govefllmental
apPIoval
We have also seaIched our General Index for Judgments and State and Federal liens agamst the grantees
named above and find
NONE
The premIses ale m Lane County. and aI e descllbed as follows
SEE ATTACHED EXHIBIT "A.' attached heIeto and made a paIt hereof
ThiS IS not a report Issued pi el 1111l nary to the Issuance of aT Itle Insurance Policy Our sea! ch IS 11l11lted to
the time speCIfied 111 thIS Guarantee and the use heIeof IS mtel1ded as an mfOlmatlOl1al I epoI1 only to be
used m conJ unctIon WIth the development of real pIOpel ty
LiabilIty hereundel IS llI1uted to all aggregate sum of nor to e.\ceed $20000
NOTE FOl questions concernmg thiS Subdl\ ISlon Guarantee please COI1lact lerulyn Egger at
(541) 431 3710
cc BR.A.NCH ENGINEERING
Attn JEANNETTE
Ph (541) 746-0637 fA (5..11) 746-0389
En1311 '...\r"1-..~t\.'I: ~:~-l_""i~!'..l!':: 11(' '~7,_ ,,"_'-}1
For copies of e\ceptions. please contact our Customer Sen ice Department at (541) 284-8011 or email
your request to '::lSl'Lc (",::'<0: ""';'Ir'.(u:n
Order No 50-0222607
Page No 3
EXHIBIT "A"
Begmmng at a pomt bemg West 2383 5 feet and North 00 04' West 841 72 feet of the Southeast comer of
the Wilham Spencer DonatIOn Land ClaIm No 50, To'-' nslup 17 South. Range 3 We~t of the WIllamette
MeIldIan, 111 Lane County. 01 egon. saId pomt also bemg on the SoutheI:ly maIgm of "S" Street, thence
along said SOLltheIly margll1 North 890 59' 00" East 10000 feet thence leavmg saId SoutheIly margm
SOLlth 00 04' 00" East 175 00 feet thence SOLlth 890 59' 00" West 10000 feet, thence NO! th 00 04' 00"
West 17500 feet to the pomt ofbegm1llng, 111 Lane COLlnty, Oregon
Division or Chier Deputy Clerk
Lane County Deeds and Records
11111 -
10 '127o..200.;.IB393071011011 06/06/2006 03 :21 :36 PM
RPR-DEED Cnt=l Stn=l CASH!ER 05
$5.00 $11.00 $10.00
J.~mol
$26.00
WARRANTY DEED.- STATUTORY FORM
I
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KIMBERLY C. AXTELL, Grantor,
conveys and warrants to
the follow~ng descr~bed real property, free of encumbrances except as
spec~fically set forth here~n, to w~t:
BY THE EN~IRETY~
'flJ:lpr#1 PI l";rpf{>f./ PJr~,1 THOMAS G WIRFS MID DIANE M \.JIRFS, AS TENANTS
Beg~nn~ng at a po~nt be~ng West 2383.5 feet and North 00 04' West 841.72 feet
of the Southeast corner of the W~ll~am Spencer Donat~on Land C1a~m No. 50,
Townsh~p 17 South, Range 3 West of the W~llamette Mer~d~an, ~n Lane County,
Oregon, said po~nt also being on the Southerly marg~n of "S" Street; thence
along said Southerly marg~n North 890 59' 00" East 100.00 feet, thence 1eav~ng
sa~d Southerly marg~n South a. 04' 00" East 175.00 feet; thence South 890 59'
00" West 100.00 feet; thence North 00 04' 00" West 175.00 feet to the po~nt of
beg~nn~ng, ~n Lane County, Oregon.
Tax Account No(s): 1392180
Map/Tax Lot No(s): 17 03 25 23 01801
Th~s property ~s free from encumbrances, EXCEPT: All those ~tems of record, ~f
any, as of the date of th~s deed, incl~d~ng any real property taxes due, but
not yet payable.
The true considerat~on for th~s conveyance ~s
$200,000.00 .
BEFORE SIGNING OR ACCEPTING TrlIS INSTRUMENT, THE PERSON TRANSFEP~ING FEE TITLE
SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF AhY, UNDER ORS 197.352. THIS
INSTRUME~~ DOES NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN
VIOLATOIN OF APPLICABLE L~~~ USE LAWS AND REGULATIONS. BEFORE SIGNING OR
ACCEPTING THIS INSTR~~NT, THE PERSON AQUIRING FEE TITLE TO THE PROPERTY SHOULD
CHECK WITH THE APPROPRIATE CITY OR CO{fu~Y PLANNING DEPARTMENT TO VERIFY
APPROVED USES, 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 35~.
Dated th~s 30
day of May, 2006''UA (t. dj
KCABERLY C~E"" r
STATE O~ OREGON, COUNTY OP LAlre ) SS.
s acknowledged before me on y~y~, 2006 by KIMEEP~Y C.
~~ J)20~
- / (Notary Pubhc fo Or n)
COllUlaSS:-on exp~res e~_2-::S-c)')
}---"......_-' - -.... --~-=
OFFICiAL SEAL '1
KIM Me BRYDE
NOTARY PUBUC . OREGON .
COMMISSION NO 372498 "
;..:_~_~~~~~~~~_2~~~~
My
After record~ng return to.
~~STERN TITLE & ESCROW COMPAh~ OF LANE COUh~Y
497 O~~AY ROAD, SUITE 340
EUGE~~, OR 97401
PRE..SUBM\l1Al REC'O
AUG 1 7 2007
Unt:l.l a change J..S requested all =a,: statements
shall be sent to the fo1low~ng address:
THOMAS G WIRFS AND DIANE M WIRFS
PO BOX 237
SPRINGFIELD, OR 97477
WTE NO 50-0153506
..
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Tentative Partition for
Tom 'Virfs
'Vritten Statement
August 16,2007
ThIS partitIOn is a proposal to dIvide the propeIiy located at 1361 's' Street,
Spnngfield, Oregon, into two parcels (TM 17-03-25-23, TL 1801). The two parcels wIll
both front'S' Street.
The propeIiy is zoned LDR- Low DensIty ResIdentIal and also has a Metro Plan
DesIgnatIon of Low Density ResIdential. The propeliies to the south and abuttIng the
subject SIte are zoned MDR- Medium DensIty ResIdential. There is an eXIsting
resIdentIal dwellIng on proposed Parcel 1, which will remaIn. The assocIated hedges and
gate will be removed. The existIng fence wIll remaIn.
UtIlItIes to the proposed Parcel 2 are shown on the TentatIve Map. All utilItIes to
proposed Parcel 1 are eXIsting and operational Sanitary sewer for Parcel 2 wIll be from
the existing stub fi"om the existIng salUtary manhole adjacent to the nOlihwest property
comer ofthe subject SIte We are proposing a 4" sanitm)' serVIce lme at this stub WItch
wIll extend to the bUIldable area of Parcel :2
A 6" water service main is avmlable on the n01ih sIde of'S' Street One serVIce
lIne IS proposed crossing the roadway for Parcel 2. Power, telephone, and cable m"e
aVaIlable and a c01mection will be made fi"om the transfonner located on a utIlity pole on
the n01ih SIde of'S' Street, and 'vest of the SIte
Public stonmvater ser\'lce is not dIrectly aVaIlable to the SIte CUlTently, the
eXIstIng reSIdential dwellIng on proposed Parcel 1 has downspouts, WhICh dIscharge on-
SIte Renmants of a roadside dItch eXIsts on '8' Street frontmg the SIte ThIS dItch is not
operatIOnal and does not convey stonmvater to a CIty stonmvater system ThIS dItch
seemingly tenmnates at the western SIte of the SIte WIth no outlet \Ve are proposing -an
IndIVIdual drywell to retain the roof runoff for proposed Parcel 2. PrelllnInmy
calculatIOns of a drywell SIze USIng the Lane County SOlI Survey data show that the SIze
of a drywell should be 7' X 7' wIth a 3" depth This desIgn was fOl1nulated accordmg to
Clt)' of Spnngfield standard draWIng 4-19 Soil testIng for detenmnatIOn of actual on-site
percolatIOn rates IS recommended pnor to final plat recordmg, and may allow for anraltematIve dryviTell deSIgn
,~
Drainage Study for:
Tom Wins Partition
08/16/07
DrainaQe Study TV~
(Per City of Spnngfield Engrneering Design)
Standards and Procedures)
Total Site Area"
Peak Flow Rate'
0.4 Acres
0.23 CFS
( Assumes 50% impervious area)
Small Site Study
Design Storm: 2-Year Storm
Off-Site Flows:
Property to the North' Public roadway 's' Street
Property to the West Stcrmwater dces not leave tt1!S property
Property to the East: Stormwater does not leave thiS property
Property to South. Drains (or will drain) to the City storm system on
R' Street
Conveyance Comoonent:
Parcel 2 will direct .ts roofrunoff to an rnd!yedual drywell The length
and Width of the drywells are 7 by 7 feet, with a 3 foot depth Please see
the attached drywell calculations for more detail.
BRANCH ENGINEERING, INC.
310 St!' Street, Springfield, OR 97477
Phone (541) 746-0637 FAX (541) 746-0389
PRE..SUBMllTAl REC'O
AUG 1 7 2007
Known
Pervious
Area = 0.2 acres CN = 83 Storage = 205 cu. ft. o 2S = 0.41 cu ft.
'~
Imoervious
% Imperv = :50 00
Area = 02 acres CN = 98 Storage = 020 cu. ft. 02S = 0.04 cu ft
Site
Area = 04 acres Total Ram = 33 m Time Incr = 10 min To = 10 mm
w= o 3333
Answer
MaXimum DeSign Flowrate = 023 cfs
T = mm
p
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. 11 ft
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06/14/2006 10:25 FAX 541 73~ \021 CITY OF SPRINGFIELD PW
JUN-13-200B TUE 04~34 F BRANCH ENGINEERING 541'. 389
~002
P. 02
PUBUC WORKS DEPARTl\!ENT / Engineering ,Division Fax: (541) 736-1021
STORMW ATtlK MANAGEMENT SYS IbM SCOPE OF WORK
. - (hell hs/ow this llneftl/d ti. by ~ _
(l'ItIUB 1'fIIIRW Ir1 Mail SiDrMlt1l' '@ ~ (If $prlnglfd4 Publk: Wor& B1tCHwmnz; FtD: #I 7S6-l0Z1, Phone' # 7$6-1tJJSJ
Proj~ N.IPDe: Wirfs P~tiOft . AppllmJ1t: 1ea2motto A'PPl~uso
ASRsson Parcel #: 17-03-25-23. Lot 1801 Date: 06-13.()6 '
Land tJse(s): kesidefttial Phone #1 746..0637
Project Size (Acres): 0.40 Fax #: 146-0389
Appro~ Imperdo~~ ~a,: ,<50% . . Email: . ,~i=~e(Ql~~~~~.c~ .
Proiect Des~ptiOD (Include'a copy ~f AsSeisor'S'map); This is an awlication to partition TaiIot'1801 uno three
parcels. One parcel will be a pa11hand1411ot.
nr.inage Proposal (Public conMC:tion(s), discharge 1ocatiou(s.), etc. Attach additional. sheet(s) ifnecossary:
'I'here is no City stormwat:er 9yst:em to oomlect to on this portion of'S' Street. w;, ate ptOpo~ to utilize drywel1s for
raofrQnotf.
.Pi-nposed Sto~~'H ater ~tMao.agellBeDt Practices:
.. ---
- ~ .i!teI(IJJ' rhiv lIIIe rJl&l tlut ,,,, tlte Clrv tWl.RJmn.,._~ ttJ s.IJ.dP~ _
(At (J mmi.1num. all boxes chechJd by the Cit,v on lhefro71t wad back of this $heet shall be submiUed
/Or an appltcatio1'l to be (Jompletefor submittal, although other 1'equii'ements md)' be tlect1$$a7y.)
])rafnee Study TvDe fEDSPM Section 4.03.2): {Note. UH mav be I!lubstituted for Rational Me1hD4)
a Small Site Study - (use .Rational Method for ca1cuJations)
o Mid.-Level Development Study - (use 1Jtl3.t nydfograph Method for oaloulations)
o Full Drainage Peve1"'l"lMent Study - (UBe Unit Hydrograph Method for oalou1ations)
Environmental Considerations:
it Wc;:l]head Zone: I -t \&IV ""'\1"l%VJ T1 M.i. 'if Hillside Devel"'J:M...ent; A> M
. Wctlauc1lRiparian:; ~(1)( - fi Floodway!Floodp1ain: AJ/A
Ii Soil Type: dis- Mal4_..cr\ U~ ~ Other Iurisdictions: _
~eam Analysis:
II N/A
o Flow line for starting watez' surface elevation:
o Design HOt to use for starting water surface elevation:
o Manhole/Junction to take 8:M.lysis ro:_
Return ro Matt Stouder @ City ofSDriJad1Bl~ cm~mstoude~d.sprilldieJd.or.1U. FAXl (~~~ 736-t021_
06/14/2006 10:25 FAX 541 738 1021 CITY OF SPRINGFIELD PW
JUN-13-2006 rUE 04:35 P. BRANCH ENGINEERING 5417 389
~003
P. 03
COl\J.u:'LETE STUDY ITEMS , ForOffic:iul U,;cOnly: ~ J
'If lJaJed upon the information provided On the.from olthi:! shcer, thl!fi1l1t)wing ITp~~ent6 ~ minimum of what is needed jfJl" an
apphcaritm 10 b~ compleltfor SiJb1tlilla[ willi 'frt1pBC1 to dralnage; howevar, this Ii:;t should not be used in lieu ollh6 Spr'l/flfield
Development Code (SDC) Qr the Ciry's Engine.enng Design Manual. Compltanc' wl'th these requirements does 1'Iot consltlute site
(qJprqval; Adr:/iticmal #te ,specific i7Ifi;Jrmatwn may be required. NOle: Upon seoping IllItet $ubmtttal. ensure completed/orm has "
hee1r .tign~d in ths l1J'ace provided below:
Interim Design Standardsrwater QuaUty (EDSPN.l Chapter 3)
-B!9'd N!.4. '
u ii All non-building rooftop (NBR) impervious surfaoes sba11 be,pre.treated (e.g. multi.dwIlbcrcd ca~ w/oil
filtration media) for Sf.onnwater quality. AdditlOIlldf)', 1I. .minimum of50% of the NBR Unpervious swme shall be
treated by vegetated methods. . ,
o Iii Where required, v=setative &tonnwater design shall be oonsistc1;lt with intt:nim design stilIldards (EDSPM Section 3.0Z),
set forth by the Bureau ofEnvirowncmtal Services (BES) or Clean Warer SetYiceg (CWS). .
o fii For new NSlt impesviOllS arcllless than 1 S.OOO liquate feet, a simplifiea ~esign approl'loh may he toJ,lowed IUl specified
by the BES for vegetative treatment. ,
o IJj. !fa stonnWat~ ~t1~ swale is pr:cposed, lluhmit ca1cub.tionlvspecifications for sizing, velocity, t1ow~ Ilide Lllope5,
bottom slope. and seed mix consistent with either BES or CWS requirem.ents.
:J ~ Water QuDlity calculfttions all mquired in section 3.03.1 aflbe EDSPM
J !j. All building rooftop mounTed equipment, or otller fluid containing equ:i:pment looated outside of the Quildin3. shall
oe proviQed wich secondary oontalnment or weather resisrant enclosum. .
General Study Requirements (EPSPM Section 4,03)
& 0 Drainage study prepared by a Professional Ci\il Engineer lic~nsed in the state of ~Olt.
:I Ii A complete drainalie IlImgy, 16 roqgirol:l in WSfM S~tioD 4,03,1, including a hydrological study map.
it :J Ca1oulatio:us sho"Aling sy1.'tem CapOOiLY for & 2~year storm e....en! and overflow aff'eots of a 2S.)'ear storm event.
] ' .. TIle time of ~oQl;emration (Ti;) I>hal1 be cl-;.......lne4 ~8i I lO rnim1tli! start time fQf developed basms.
Review of Down!!" ",..m System (EDSPM Section 4.03.4.C)
o .. A dowmtlwlm dram.g$ ~ysil; ~ de(w1'lbed in 5DSE'M Se~ion 4.OJ.4.C. On-site drainase shall be &,overnod by.the
. Oregon Plumbing Spedalty Code (OPSC).
o . Elevations of the HGL and flow lines for botb c.lty and private syS1emS where applicable.
Design of Storm Systems (EPSPM Section 4.04) ,
Ii ::J Flow lines, alopes, dm elevat1ol1ll, plpe type and sizes clearly indicated on the li1atlllet, ,
o .11 MinimwD pipe cowr shll11 be 18 inclIes for ~inf()rced pipe and 36 inches for plain concrete a.ad plastic pipe materials,
Qr proper engi..~....':"'g calculations shall be provided whe~ less nle cover llhaU be> sufiic:ient to ~uPJ)grt an SO,OOO 1b
load without failure oftbl1J pIpe struotl.w.
o Ii MlJ:IUling's "n" values for pipes shall be consistent with Table 4.1 of the EDSP. All stOrm pipos $ball be designed to
~chieve a minunl.J1u v~locity of three (3) feet per second at O.S pipe tbll bas~ on Table +1 as well.
OtherlMJsCi
iJ 0 E:lc.isting &tld proposed oontoUrs, IOoAted nt one foOt interval. Include spot eltVations and site sra~e6 shoWi~ how 5ite
clra.m5
Ii D Private stonnwater ea..'IeIIlentll llhl!ll bll ol~ly d~piotel1 on pll1tW wheu private stom1water flows from one property to
another
ijJ 0 Drywells shall not receive ruIloff from any surface w(o befng ......;...0. by one or more :6MPs, with the ~ception of
residc;ntlal building roofs (EDSP Section 3.03.4.A). Additional ptOvisiOfiS appl)' to this as required by the DEQ. Refer
to me website: www.deo.smte.or.us/wo/ln.oundwa/uichome.bcm fot more information.
o fi.. Detention ponds shall be designod to limiT l'\,lD.off~o pl:'8-developrn.=nt ~ws for tile Z Wou.gh 2S-Year StOl:m e~
*Thi~ form shall be mcludetllls tut alttllJhmenf. inside ule front CO"I', (lIthe siol'mwate1' stud,v
r
.,. fMPOJlT ANT: ENGINEER PLEASE P.E,d.D lU7r '1W A./VD SIGN!
----~
At. the engineer of record, I hereby certity the above fl!lquired ittllIl~ are oomplete and included with the submitted stormwnter
study and pl~ set
Signature:
-1
.' ,..-~- Ii 1/ r;' i' A
I J, L , I 'L f .I. /' /" ~(/ .r ./" d'-...
-" ~.t if,f /v~ ",3 \ ! /01t~ v '-/......... ~
.". _"..... ;",-1/' __ 1 /C ~ ....." '/<;;'" , ....,..
. , '\ I
J}
Date:
/,!~ / ('
(, ~r- -. _~ (\ (',....,
/
225 Fifth Street
Springfield, Oregon 97477
541-726-3759 Phone
(" . of Springfield Official Receipt
h....~elopment Services Department
Public Works Department
RECEIPT #:
3200700000000000558
Date: 08/17/2007
2:46:58PM
Job/Journal Number
PRE2007 -00054
DescrIption
CTY PartItIOn Tentative Plan
Payments:
Type of Payment
Check
Paid By
TOM WIRFS
Item Total:
Check Number AuthorIzation
Received By Batch Number Number How Received
Amount Due
336 00
$336.00
Amount Paid
tJ
6009
In Person
Payment Total:
$336 00
$336.00
cRecemtl
Page 1 of 1
8/17/2007
CIty of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
541-725-3753 Phone
541-726-3689 Fax
Pre-Submittal Meeting
Case Number Assigned: PRE2007-00054
Date Submitted: 8/17/2007
ProiectName: WlRf'5 PARr f3to1 "5"
Project Description:
Pre-Submittal for Tentative Partition for 2 parcels 1361 S Street
Application Type:
Job Address:
Partition Tentative
1361 S ST
Assessor's & Tax Lot #:
1703252301801
DISCLAIMER: ApplIcatIOns wIll not be exempt from Development Code or procedural amendments that may occur
between the tIme of the Pre-SubmIttal Meetmg and SubmIttal of the ApplicatIOn for Development ReVIew Please contact our
office at 541-726-3753 with any questIOns or concerns
A Planner will be assigned the following business day and wIll contact you to confirm the meeting date and tIme.
PlanJobPrmt rpt
8/17/2007
2 45 59PM
J!re-Submittal ~eeting
Development Services Department
Room 615/616
PRE-SUBMITTAL MEETING DATE: Tuesday, August 28, 2007
1. PRE-SUBMlTIAL MTG #PRE2007-00054 (pART TENT) WIRFS
Assessor's Map: 17-03-25-23 TL 1801
Existing Use: Residential
Address: 1361 "S" Street
Applicant submitted plans to partition one lot into two parcels
Meeting Date/Time: Tuesday, August 28, 2007 DSD 616 11:00 - noon
Planner: Steve Hopkins
LAFLEUR Karen
Subject:
Location:
PRE2007-00054 Pre-Submittal Mtg (Part Tent) Wirfs - Steve
_SP _ConfRm616
Tue 8/28/2007 11 :00 AM
Tue 8/28/2007 1200 PM
Start:
End:
Recurrence:
(none)
Meeting Status:
Required Attendees:
Meeting organIZer
HOPKINS Steve; Pre-SubmIttal Group
A Pre-Submittal Meeting for a Partition Tentative has been scheduled for Tuesday, August 28,2007 @ 11'00 - noon 10
DSD 616. The planner assIgned to thiS application is Steve Hopkins. The applicant submitted plans to partition one lot
IOto two parcels. Please confirm your attendance at this meeting Thanks. Karen
1