HomeMy WebLinkAboutApplication APPLICANT 11/16/2005
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..' City of Springfield
Development Services Department
225 Fifth Street ;
Springfield, OR 97477
Land Division Application;'Type II
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Subdivision Tentative:
Partition Tentative:
Subdivision Replat Tentative: . D
Partition Replat Tentative: D
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Applicant Name: h~ \L..c-c.h-\c. Phone:
Company: u. I Fax:'
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Applicant's Rep.: I. .M.ll....\J~lA. i,L'(vJ:.~ - - Phone: b ~G:.- 'I ~II
Company: I. .\L'l:~"'~ avyL f\.,.<;"'c.~ci:e..~ Fax:. ." LlQ4 -1b~ I .1 .
Address:'- I 1SL\' ~"'II\~w. L..C><>Y.' ~j~ 0<<- "~ol 1
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Company:-' 1 Fax:"'" I
Address: ,. ,Xl.cq~ N. '~~.."l..~.tt. '51l,,~i;-M (){L ~1\{71 I
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ASSESSOR'S MAP.NO:', U<-:-o). -D b:-Y;)... . TAX LOT NO(S): .:H.c.::.
PropertY Address:-. L...-.t..\ ..~~
Size of Pr6perfv~"+-' I. '30 .. . Acres gJ. Square .Feet 0
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Description of to '~J..;~-..k.. ..r>c.:. t~:"'\ '. lo-t ~"'~ ? . l~....l b",~\6...JDk.. lo-t;.
Proposal:
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Exis~i1;g lJse:'~ -- . Vah.:.'vd-:' I
# of Lots/Parcels: 3. Avg. Lot/parcelslze:"lR q~S- sf Density: ~. '?:> du/acre :
.......................................... .. ............................................................................."7........................................................... ...........................
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Zoning:
Applicable Refinement Plan:
Location: . City Limits 0
Associated Applications:
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Pre-Submittal. ..
Case No.: rYe 2P:J:).;..-tfJ:f=J~
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Overlay District: .
Plan Designation:
Urban Growth Boundary. tJ
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Case No.: .
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Application Fee: _.
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- . .. Reviewed bY:.1 .
Dat~:: Ii! I '" /6', .(initials),~.~.....1:il.rG-.
. . ,. -. Reviewed by: .
Date: (initials)
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,,' ,St~.Dsjn the Process: ,
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1. .The A!l!lli~ant S",l?ll1its a Pre-Submittal Meetin~~!l!llication
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The pre-Submittal Appli,c.atiol),is mandatory but th~re is n~. adqitional review fee for this,
service. The submittal package. must. conform to the application completeness checklist
'attached to this form, 'You are required to 'submi~ 7"copies'ofthe s!lbmittalreCjuirements'
packet for pre:subr.nJttill rE!Vr~W, ~.er:e-subiDit:i;al D1~~tings .will!?~ cQl)dl,!c;ted' every 1uesday. .
and Friday between 10:00 am,and,noon. We will strive. to conduct the Pre-Submittal meeting .,
'within fiveto'seven'working days of receiving the application,' " -'
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2. Applicant and the qty conctl;lct the.Pre-~",bmi!tal Meeting" ,
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, We strongly e.ncourage you, the. 9wner ,and designJeam to atteQd, th.~, Pre-Submittal meeting,
The meeting will, be.held with, representatives from. PublicWorks. Engineering and ' ,
Transportation, Community Services (Building), Fire MarshaU's office, and the Planning
Divisiol'],: ,!he niee.ting)vill~be,sche9uled fo(30 to' 6Q mif)u,"es.ThEfPlanl'\er will provide you :
,.witha, Pre~SubmittaLChecklist,at the.end of the meeting.,specifying the items required to.
make the application complete-iht isn't already complete: '-You will then' haVe 180 days to
, ,'ri1ake:th~, aPiili~~~iori c;oi:i:Jplete):if'submiftal..ahd acceptan,ce'by ,the City. " . "
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, , When }:OU haye addre,ssed,a.II'onfie iteiD,s.~q!1 the Pre-Submittal (:hecklist, please submit 18
, copies ofthe completeapplication.to the, City, A,fee will be collected at that time and the 120
day calendaneview'period'will'begin;' When the Planner has prepared a draft land use
decision, the draft will be mailed/faxed to th:e applifant/owrler/design tear]1 for their. revi~w::.
A'tthe applicant's request, the pJanner-,wilLschedule. a.meeting to review the draft with. '
appropriate staff if certain'issues'need resolution 'before thefinal'land use decision is issued:' . .
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".. , Owner~s,$ignatur~ ;.."
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J!1i~,apRlic;:a.t[Q.rt W11.!J1e \Jsed fi>r.b9th_~hE:L~equired.er~-~\Jbmittaf Meeting and subsequent
, complete,application submittal.. OwneFs signatures are required at both stages in the application
, process, An applicationwittiout'the'Owner's signature will not be'accepted;~ "
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The U!1gersigne,d acknowleggE;l!>'i:l:1ltt ~he i!1form!l~i<>.n itLthjLappl).<;atio,'1 j~.wr[~ct,a.n_c! accurate for' .,
:C:::~:li~re-s~.~~~~al: ~..' . ---:':.,' '- " '. - ~~~~:- "" "E?-'~' c- c ~ 0 ~
Signature '.' ~ .. ,-, '.' ..... ,-.~:,
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,_, .! r.!'lp'r~,!l.~Dtth!s J:lp.PI iC,atjon,t9.!?~ ,cgn:!pJete f9r, s,u !:>rntttaJ.to t,he. CitLC:()I]~jstE:!nt .v.vjththe" .
, --completenesscheck performed on this application atthe Pre"Submittal. Meeting"r.affirm the,,,
, ~' 'information'identifiedby' the'City'asilecessary fOr'processing'the'application is' provided' herein
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.._or,th.~ .inforIT'1l.ti(jn .V>{i1I.I1Q.tbEtprgvid~d.i(!1ot. gtJ.lef.Wise. c()l]tCl.in~.cUvith.in. ~h~ sublT)ittal, and the
. ., City. may begin processing the application with the information as, submitted.. ,This statement
serves'as Yfritten"notice pursuantto.the requirements ofORS 227,178 pertaining to a complete
aplication.... --~,<,. d' . "---'..--" --" "
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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.
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(2.
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.
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,
V3. One additional copy of the Land Division Plan reduced to Sy,."x 11", which will be
mailed as part of the required neighboring property notification packet,
pIp.- 4.
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Right-of-Way Approach Permit application must be provided where the property has
frontage on at) Oregon Department of Transportationl0DOT) facility,
\\'u- f..,......~ d-".... ",,'"t' h..;.<. ~~ 6'" "'^ o~'\~\~, ,
Stormwater Management System Study-four copies of t'he study with the completed
I
Stormwater Scoping Sheet attached, The plan, supporting calculations and
documentation must be consistent with the Engineering Design Standards and Procedures
Manual. ' . '
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 an~~ta!e lane! l\se and tran,sportatiolJ, pol~es and-objectives.
~;~ f#X' . t' I~" "\)/ \ lIo-t ';)~ '-' ":>.. ~....*;'-"'- -Irc,dl,-';-L ,
Seven copies of the following plan sets for the Pre-Submittal Meeting
OR
Eighteen copies ofthe following plan sets for Complete Application Submittal
All of the folloWing plans must include the scale (appropriate to the area involved and
sufficient to show detail of the plan and related data, such as 1" = 30', 1" = 50' or 1" =
100'), north arrow, and date of preparation, All plan sets must be folded to 8Y,' by 11"
and bound by rubber bands for submittal. .
a. Site Asse,ssment of Existing Conditions
I2SL Prepared by an Oregon licensed Landscape Architect or Engineer
,ta Vicinity Map , '
'55T The name, location 'and dimensions of all existing site features including buildings, curb
cOuts, trees and impervious surface areas, clearly indicating what is remaining and what
is being removed
GQ Required setbacks to the proposed new property lines for existing structures to remain
on site
9 The naine, location, dimensions, direction of flow "fnd 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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"
171 The 100-year floodplain and flood way boundaries on the site, as specified in the latest
adopted FEMA Flood Insurance Rate f\1aps or FEMA approved Letter of Map Amendment
or Letter of Map Revision
~ 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
[1l. Physical features including, but not limited to trees 5" in diameter or greater when
measured 4 V2 feet above the ground, significant clusters of trees and shrubs, riparian
areas, wetlands and rock outcroppings" .
Q9 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
~ Prepared by an Oregon Licensed Land Surveyor in accordance with ORS 92
sg Location of all existing and proposed easements
lEl Dimensions and size of each parcel and the approximate dimensions of each building
site indicating the top and toe of cut and fill slopes to scale
~ Location and type of existing and proposed street lighting "
!f5J. Location, widths and names of all existing and proposed streets, alleys, dedications or
other right-of-ways within or adjacent to the proposed land division '
ipl. Location of existing and required traffic control devices, fire hydrants, power poles,
transformers, neighborhood mailbox units and similar public facilities
~ Location and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian
access ways and bike trails '
~ Location, size and type of plantings and street trees in any required planter strip
~ 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
Phased- Development Plan required if redivision is proposed. The plan must include
the boundaries and sequencing of each proposed redivision, Any redivision 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
~ Prepared by an Oregon Licensed Civil Engineer'. . '
~ Planting plan prepared by an Oregon Licensed Landscape Architect where plants are
proposed as part of the stormwater management system '
1&1 Roof drainage pattems and discharge locations, '
8 Pervious and impervious area drainage pattems
ct:l The size and location of storm water 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
rn 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 intenials) ,
1jQ 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:
[] Proposed deed restrictions and a draft of any HomE'!owner's Association Agreement
[] Additional plans and documentation for submittal of a Cluster Subdivision proposal as
specified in SDC Section 16.100(3)
[] 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
[I A Geotechnical Report prepared by an engineer must be submitted concurrently if there
are unstable soils and/or a high water table present
~ [! Where the development area is within an overlay district applicable, address the
~ additional standards of the overlay district , ,"
~ [I If five or more trees are proposed to be removed, a Tree Felling Permit as specified in'
.1 SDC Article 38 '
[' J A wetland delineation approved by the Oreaon Division of State Lands must be
submitted concurrently where there is a w.rtland on the property
[J Any required federal or state permit must be submitted concurrently or evidence the
permit application has been submitted for review
[J 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
LJ Where applicable, any Discretionary Use, Variance or Modification of Provisions as
specified in SDC Article 10 or 11
. 225 Fifth Street
Springfield, Oregon 97477
~:5~1-726-3759 Phone
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,City of Springfield Official Receipt
evelopment Services Department
Public Works Department
,
RECEIPT #:
3200500000000000648
Date: 11/16/2005
2:12:45PM
Job/Journal Number
'PRE2005-00075
i
, P,ayments:
. Tfpe of Payment
Check
. Description
CTY Partition Tentative Plan
Paid By
DUANE A KNIGHTS
Item Total:
Check Number Authorization
Received By Batch Number Number How Received
Amount Due
500,00
$500,00
Amount Paid
tj
5992
In Person
Payment Total:
$500,00
$500,00
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TEUTATIVE PARTITION
APPLICAI /TI
SURVEYlJRl
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DUANE KNIGlfTS
2258 N. 33RD STREET
SP~EL~ OR 97477
KRUSH AND ASSOCIATES
54 CENTENNIAL LIltJP
EUGENE. OR 97401
<541.> 686-9211
LDR
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PIrWER = s.uJl.
VATER " S.lJ.ll.
SE'JER " SEPTIC
PHONE = Q\v'EST
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NtlVf:MBER 1. 200:;
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PROFESSIONAL
UNO SURVEYOR
OREGON
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t.lARVlN S. KRUSH
... 1643 ~
EXP. JUNE 30. 2007
,-
SEWAGE- DISPOSAL SITE 'EVALUATION
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Subdivision:
Lot Block
APPLICANT'S NAME AND ADDRESS
OWNERS'S NAME AND ADDRESS /)h r I;'.l
I , ,?TflUCTURi:S .r'lOW O~ IH,E PROPERJY r
,:/ ,'.. ..I herebycertify,that th~ above statements are,i~e and aci:urate, ari'd.ihat I have ihe following legal interest in the property owner of record; contract purchaser:_
potential buyer; realtor or agent. I further certify that (if not the ownerll am authorized to act for the owner of record, and that said owner is aware and approves of this act"" I.
TEST HOLES READY c..! ~-~\:,(-::. 'II " / \t lv,' /'i);/ Signatur,( -'~~\ ~ _ Date '<..' ,: '-
* '* * . * '* '* * * '* * '* '* '* '* '* .:* * * * '* * * '* '* * '* . '* '* * . '" '* '* OFFICE USE ONLY BELOW THIS LINE '* * * '* ", ." \ '* .. * * * '* * '* * * '* * * '* '* '* '* .., '* '* * * '* '* * * .
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non -<... PROPOSED USE OF PROPERTY /+ C III (
Job Location
Written Directions
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THIS REPORT IS NOT A PERMIT FOR SEWAGE SYSTEM INSTALLATION
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The area described on the a'1a~hed plot plan dated
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ADDITIONAL COMMENTS:
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NOTE:
If this report approves of a sand filter or pressurized distribution system. detailed construction design plans
will be required with the installation permit application,
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* * *.* * * * * * * * * * * * * * * * * * * * * * * * * * * *
* WARNING: ~
This Site Evaluation is a technical report to determine if a on.site
*
system will function properly, It does not approve the proposed use of
* the parcel. This Site Evaluation may be converted to a construction
* permit only if the parcel and use meet land use regulations in effect at ~
the time of application, YOU ARE URGED TO CONTACT YOUR LOCAL
* PLANNING OFFICE FOR LAND USE REVIEW, ~
* * * * * * * * * * * * * * * * * * * * * * * * *'* * * * * *
~
THIS IS A PRELIMINARY REPORT WHICH DOES NOT
ENSURE THE ISSUANCE OF A FUTURE BUILDING
PERMIT, ANY PLANS OR EXPENDITURES MADE IN
RELIANCE UPON 1HIS REPORT ARE AT YOUR OWN
RISK. IF SITE IS APPROVED. SEE REVERSE SIDE,
~
," "
x f
DEQ AUTHORIZED AGENT bATE
LANE COUNTY LAND MANAGEMENT, 125 EAST 8T AVENUE, EUGENE, OREGON 97401 (682-3754)
CS5-32
PLOT PLAN S
, .
Use this she
OWNER NAME:
D\~:I'.C1 ~
~ ~
OWNER PHONE:#:
OWNER ADDRESS: I ~
-1-1 qOi~. ,c,p~.:...J...L
-I=tn~/~~LlKJ /y!O Qli4a
Map and T~lot #: ~-Od-O'=> -'-I'd J'l. (;}b(t)
III ='/,;'\,0"\'
Scale: '^'"
~
-
l=:Jt}'
~
ij!~
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art:--- I
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~h'
~@ -r~ <<O'eo
:c'cA ~~ 05~qo10
""'.
SEWAGE DISPOSAL
PLOT PLAN APPROVED
. A permit is r"",lred
'~ATrlOr t~l"}tdtS':,
BY ·
.. '. ~
B:NVIRONM&:N H BI!'RYICIfll
12 T 8TH AVENUE
.5 E~'~~7~70;?5
, "
1245 PEARL STREET
EUGENE, OREGON 97401
PHONE (541) 484,9080' FAX (541) 484-6859
TOLL FREE IN OREGON '-877,66',9959
November 7, 2005
STRUCTURAL
BUilDING DESIGN . FIRE PROTECTION
CODE CONSULTANT' PLAN CHECKING
CONSTRUCTION INSPECTION
"
MORTIER
,ENGINEERING, P.c.
Duane Knights
2258 N, 33m St.
Springfield, OR 97477
RE: TM&L 18-02-06-42 #2600, Corner of Laurel Ave and Garden Ave; Stormwater Management System Study,
WO#I 7188-TJM
As requested, a Stormwater Management System Study has been performed at the above noted address for the
proposed unnamed tentative partition,
The soil at this site is 25 Chapman according to "The Soil Survey of Lane County Area, Oregon"; issued Sept.
1987, Chapman has a surface percolation rate of 0,6-2 in/hr at typical drywell depths, The winter high water
table in this area is estimated to be 8 ft based on records from the Oregon Water Resources Department web site,
The groundwater travel time at this site is 2-5 years, There are no special site features on this site and it is not in
the 100 year flood plain, There is no planned fill or' excavation for this site, ,Minor fill and excavation will occur
at a future time during construction of future single family dweUings,
The current plans for this site include construction of asingIe family dwelling on parcel I to be commenced
within the next yel!!, After the lot partition a single family dwelling is proposed for each of parcels 2 and 3,
although this may not occur for 2 to 3 years after completion of the SFD on parcel 1. Parcel 3 has two sheds
which currently have no overhangs or gutters and sheet drain stormwater to the yard, At this time no changes to
the stormwater drainage of the sheds is proposed. Drywells are proposed as the destiniltion for stormwater from
the,future single family dwellings, Each residence will have an on-site drywell and the stormwater from each'
parcel will remain on the individual parcel. If a new gravel driveway is installed to provide access to parcels 2
and 3, the stormwater will percolate directly into the ground, Alternatively, if a new paved driveway-is installed it
will be sloped to drain into a storage swale which will hold the water until it percolates into the soil, Please see
the attached calculations showing that a storage swale can be contained in the access easement for the small
volumes anticipated with this development. The driveway and swale design will be determined once plans for
construction on parcels 2 and 3 are initiated,
Thank you for this opportunity, to be of service, If you have questions regarding this report, please contact me at
484-9080,
Sincerely,
116
10/31/2005 16: 41 ,FAX 541 736 1021
CITY'OF'SPRINGFIELD PW
141002
Oct-23-05 oa,37A,Mortier Eng & Building 0.' <b.~)4B4-6859
P.02'
PUBLIC WORKS DEPARTMENT I Eng1116fJIfng OM$Ion
.".,.....'.
Phone, (U1) nt;.:J753 hx: (141) 736-1021
STORMWATER MANAGEMENT SYSTEM SCOPE OF WORK
Cd"'" /jaw /lib 1iMjU1d ,,,n by A,pII~-9
(J'/aJeretunl toMiJ/tSkwMr@atyofSprtltgjWdl'ublk!Wora&tgtM<I1rIg;Fta# 731MO!l, PhOM# 736-l0!JS).
, . , eNzlL~1PriRK/Wd.ur,ra
ProJ.eetName: Iteant: ~IJO
A8seIIonPan:el .l1-111.-/JI;-\f"1. "Ju.an Date: .Jil.al/O~
LaDdUse(I): J..f}/\ Phollll#: ~-}a.(
i'roJectSbe(Acrea): U.1 'Full: 1f-'t!f-~r5q
AJlPl'llLI"".", ,JonA.rell: 7q:2n ,!'T'" F.mIlIk' tq,M;~""A..tl",....n'1ih~p....:'1.1' ""'"
ProJIld DeKrlptloll (lncIude a copy of ~r's map):
OlvtOE, TAXwrl ""''-600 flJTO :3 i-ot'.5. IT IS .ANT/C/PATW THAT MOl
LoT AT SdMi< F([flA.Rt:: TIME=. WII..L. COUTAltJ A. 5tNr;/..J2 FA~IL-I( OW~IVG'
(.sc/i ATTACH-e-(J AS$.S5()f{'5 MAl' AlID TE:lITI\rJve fflRTlTtllN n.'MJ) . \,
DI'lIIDa&e PropOllll (Public coonectiOD(s), disclwge locatiOD(s), e1I;. A1lach additiolllll sbee((s) Jfaeceawy:
WH8J FILTlLRE SFO Af\~ BUII-T) THEY IVII-L- ~IJIJEcr Tb dlJSrrf DA.YW~u.5.
I.
.'~ '..:
Pro~ R~,~ oji.~..~!oI,ter'lIMt Manasremebt PJ"lldk,Jl,~
NQ~f;;: AT Tl/15 TIME
I.
{Ana ht!1liYw ilIii 1JU 1iIlsl.,,,r IN tA~ Cftu".4 i1~_M m tlteAmHltlurtJ
(,u" _, <JIl """"' c/leIIIr1I4 by tfls O/J! "" rkjtQ/IJ t11i4 b<Jctqfdllo,dJ<M.1u1lJ "" IlII!nrlIIId
..... _l1t>2_ to "" ~ far""""""'l. altiJowlh D"",,~.....IJe-..rv.)
I
"",I..",,. StHiW 1'\Ipea<lPM.SeetlIIn4.03.2\LiNo!e. UH mllvJ!upbstituted for Raliorud Miiiho.n'
Ii Sma1I Site Study - (u.e ilIlllanal Metbod in' cak:ols!iODl) ';'
.. 3 Mid.r.e.:elDeveloJ)lllCll.tStudy -.(- Um'HydlllgrllpH'.dibrcalO'lJlatiolls) ,
Fun .llrllinllF De.VOIopment study - (w. Unit Hydrograpb MelbDd tot calculat.i....)
1,,-"-,,". .1lI.u;u,tdePallons: ,
IWcllhcradZcme: -fit L-~ ~
WetllIIldIRiparian: -41- II J~ '
Soil Type: ~'- ~/\ \A.~"M-
~1IlrWn Anlllvil.: 0+
II NJA " "
o FIowlilUl for IlW'IiDgwater llUl'fllCl\ elevation:
o Dc&ign HGL 10 \I$: for SIlIltiDg water sur:fiwe elevatioD:
. 0 ManholelJWlClioD 10 take lID81ysiB to:
ID Hillside Development:
D F1oodwaylFloodplain:
I'B Other JurisdidiOllll
,/!A
-
"~.'
'Refum III Md SIoUder@ CIty of SprlngfteJd,8frllrll: ~cJ,_Ot;Q/rLor.us FAX:'(541) 731).1021
10/31/2005 16:42 FAX 541 736 1021
CITY OF SPRINGFIELD PW
@003
COMPLETE STUDY ITEMS
r F",OllicialU",OnIy: MI:ls
* Based upon the information provided on the frOnl of this sheel, the following represents 0 minimlD7l of whol is MedEdfor an
application to be completefor submittal with respeel to drainage; hawever, this list should 7/Ot be used in lieu of the Springfield
Developmenl Code (SDC) or the CiIy's Engineering Design Mamud, Compliance with these requirements does not constihde sf/.
approval; Addiliona/ site specific infOl'm<t1ion may be r',!"ired No/e: Upon scoping sheet submittal. etl$U/'e completedform lias been
signed in the spac. providEd below: '
Interim Design Staodards/Water Quality (EDSPM Chapter 3) ,
-~~ . , " '"
o 8 All nOD-building rooftop (NBR) impervious surfaees shall be pre-treated, (e,g, ll1ulJi-chambemd calchbasin wloiI filtration
media) for stormwater quality, Additionally, a minimum of 50% of the NBR impervious sllrlilce shall be treated by
vegemted methods, , '
~ Where required;vegetative stormwater desigo shall be consistenJ with interim desigo standards (EDSPM Section 3,02), set
forth by the Bureau of Environmenlll1 Services (BES) or Clean Water Services (CWS),
WFor new NBR impervious area less than 15,000 square feet, a simplifieddesigo approach maybe foDowed as spr:ci1ied by the
BES for vege11llive treatment.
ifIfa stormwatertrealment swale is proposed, submit c.lculationslspecifi~ for si:i:ing, velocity, tlow, side slopes, bottom
slope, lIOd seed mix consistent with either BES or CWS requireme:nts, ,
8}Water Quality calculations as required in Section 3,03,1 of the EDSPM
~ All building tooftop mounted equipment, or other tluid containing equipment located outside of the building, shaU
be provided with secondary containment or welllher resistimt ""closure,
o
o
o
o
o
General Study Requiremeots (EDSPM Settiou 4.03)
iB 0 Drainage study prepared by . Professional Civil Engineer licensed in the sIllte of Oregon.
o m A complete drainage study, as required in EDSPM Section 4,03.1, including a hydrological study map,
~ 0 Calculations showing system capacity for a 2-year storm ev""t and overflow effects of. 25.year storm event.
o ~ The time of cW"~';;on (Tc) shall be detsnnined using a 10 minute start time for developed basins,
Review of Downstream System (EDSPM Section 4.03.4,C) , ' ,
o [j}A downstream drainage tmalysis as descnbed in EDSPM SeCtion 4.03.4.C On-site dnii.oage shaU be govemed by the '
Oregon Plnmbing Specialty Code (OPSC), ,
o ~ Elevations of the HGL and flow lines for both city and private systenl$ where applicable,
Design oCStorm Systems (EDSPM Section 4.04) ,
fi.I 0 Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan set.
o $MJninnnn pipe cover sball be 18 incbes for reinforred pipe and 36 ioclJes for plain concrete and plastic pipe materials, or
proper engmeering calculations sball be provided when less, The cover shall be sufficient to snpporl an 80,000 1b load
without failure of the pipe s1rUcture,
o ' ~'s"'n" values furpipcs shaU be cousiStentwith Table 4-1 of the EDSP. All storinpipes shaU be designed to achieve
a minimum velocity of three (3) feet per second at 0,5 pipe full based on Table 4-1 lIS weD. .
QtberlMise
~ 0 :Existing and proposed contours, located at one foot inlervaL Ioclude spot elevations aDd site grades showing how site drains
.Iif1 0 Private stormwater easements shall be clearly depicted on plans when pnVlllestormwater f1, OWS from one' r' 7" .--J. to another
iii .' 0 Drywells shall not receive ronoffftom any surface wlo being treated by one or more BMPs, with the exception of residential
bwlding roolS (EDSP Section 3.03.4.A), Additional provisions apply to this as required by the DEQ. Refer to the website:
www.dei1.!llate.or.uslwo/l>l.<lIIOdwalllichome.hcm for more information..
o ~etention ponds shall be designed to ijmit nmoffto p~e-&velopment rates for the 2 througjJ 25-year storm eve:nts
'This form shaD be included as an altlJChmmt, i1Iside the ftolll cover, of 1M slOrlnwatu stwIy
L ~ iMPORTANT: ENGINEER pLEAsE READ BELOW AND SIGN! I
As tbe engin.... ofrccord, I hereby certifY the above required items are
complete and iOcluded with the submitted stormwater study and plan set
s~U.~~ate/t/{l/r:
jI .
FOlDl Version 2: Marcb 2004
f'.. .
CALCULATIONS
CLIENT I< ~I 1(",1--1 T. ')
SHEET NO, C 1
CALCULATED BY ITA/I
, STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT ..PLAN CHECKING
CONSTRUCTION INSPECTION
~
CHECKED BY
DATE
W,O,. 17 1'))7;
I;XI5TIN(7 If/lf'~RVIOU.S ,STOf!,,fIIiWATE{\ OI\/tI!IlAGE
8MAI.--L. SITE: RATIOIJAL Mi=THOiJ &. co CIA
1. Yf'- STOR.M) 10 MIf\J, DURAT10tJ, AssUME ItvsTA/0TAIJW{,(5 TIME OF
CONCEt\JTRATIOfj: I-=I,If,;nlhr- C=O,qS 1J"IOV'li~
PARrE:.L .i.
fAVr;::O Ofl../VEWI'W E~TI\.ANCE OFF LAbLRE,l.- AVE: A ~ 37-1't'l-
~ -= 0,00/ cfs
"f = erA 0 ~ 0, 68ft"
FARCE:l 'L
FOf'.TIOf\} OP' cOIJc/UTE OR.iVfWAY To Ttl[ SOUTi'i WlllcH IS ON fP,dPE(\TY; kflo1ft"
cQ ~ O,O~'cfs
, T = 2..1. fr3
PA~e[L ?
COIJCI\, ,PRIVE OrJ .Pf\CJPEf(TY:
5ffEr:! I
SHED L
CO J\J cl'\., 8LOCf(j
A ~ 630 fj'Z-
A = 360pjL
A = Q70 W
A ~ , "/0 w-
A := 2..050 it"-
rx = 0, 06 c-'fs
V= 3'6' ft>
1245 PEARL ST, . EUGENE, OREGON 974Cl1
TEL: (541) 484:9080
J:~, .'
CALCULATIONS
CLIENT k ~110H T5
SHEET NO, (; 1-
CALCULATED BY Td~~
OF (;
DATE 1012))/05
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT. PLAN CHECKING
CONSTRUCTION INSPECTION
CHECKED BY
W,O.# /7/7:'h
DATE
.-
lRI)f'DSI:::D IMf'EIW/OUS STORMwATER. DRAIN A G,.t., ,
OfJ L Y PMD=.;,L t IS 5cHt.DU.LE/J FJFz. {JEVEL{)ffvlEMI
DESIGN MEA = 2.6if-O ft~ PEJZ CITY OE=51(;1V5TItNVt1IX.~S SSCT; '/-, II
, ,q =-(0,%)(1, 4- ;"V1.6LI-OffZ)(Ht)(..LhL-).: 0, og cf<;
\ hr ) ILl" 36iJOs
WJTE EVErJ AFTEr\. ALL .3 Pltf!..Cf,LS
~ ~ 3CO,(J'[)c-Ps)C O,llfds .c 0,5cfs
ARE '(JEVELrJfff)
:. ,O,K,
.IJRYWEU FOR. DSSI&/J AREA:
Ac~ 16q-O'N1, ~vea. ,fr'HlOH)
f =-0, 6iri/k{;n fill'viA-ho>1 rdh, ')
Vr:cc 0,3 CVo;ol rAi:ol
Qc,0,1S;",
D~'+fr
w '
{r~v,o{f an:d;",r {'"d; CO, 2.5 1',,;,,))
(d~f1h oi' VJeI!1 .
Arc&\. of O:rcl! '" Ac (~_\
= 'f6 IT 2.
V r x Ow
Let \fV=0lT ~ = 10ft
o ""\lfJ OOVJV\ 1';(\1 e..Ts = A c x Jls:... (12."'\
_ /1.. f- ) c:.
(1..U 2'o/) OW
TENTATIVE DfZ'(WE':.LL 51ZE = IO/xS/"V DEEP"
:. THIS ISA f\EA50NM3LE SIZE TO PIT OIJ /.' 5T/1HIJAfI.,.f) sr(J l--oT.
wi ')./ COVEd!..) SOTTolVI o'p DRI{WELL WiLl.... BE t,,, 8EUJ!}J 6f!.,1'IJE' .
ACCOi\UlhJ& TO iHE, DR~(",ON \;\JAm RESOUF,CES OE:P/li~:rMt!JT
"
';\/E!_1. ~I)(,.. W&S.5ITf. j A WELL tHU.i,L"UJ @ NEAi~J)'( .T703 GM~uEIJ .i!iIC
"I,! AiU:,fl .~-r .., ,Y,)I) ,<;;.J,u"!/i/CI1 'r~ff W/rITf,Ki "'-,i /is'l r ,16"< ni:.i,,'L," C'f!,It:,iti'f.'l:(I!.j::'
~\j ... .",. """".,. ',"' .........._ _ __". l.-;.,r.; .. - . ':~,."~"-' ,. l'""~.....il -., .'('-' , ("'_''.. t:?
!liJIiJTEI'. , WI1TER.T!\BLE WILL SE HIG,HEt\) iT /,5 /5Sli!iiC;1) THE v/ilnD\
'lfll\rEf:. T>t.~:'Lr /5 '(/ r)Ef:~ -rUG 15 1/" ~~O~~!/E8 "Tf-I/i-/\) .T;~rE~ e077"/Jti;
t, I HP,' <' 'l 'f Hf<.
~-(1 OJ 1(,
Of' TN i;'
i)l:'/i",'Ei!
.f\.;1"l 'f' ,,,,,,",".,
OAJCE ACTUAL ,H{)iA.SE. /J!i!1LIJSlckjj,,~:.~:):1VOifjlJ\ !JfiYi,VELL W!L!_ 8L:;
..' ...I
51 :Zf:)) f~{!i\ /t.C'i\t/\L /\.REf\/ p;PE' S.tZ..{~j /1/.).(: 5LoPL: V/ii-L .ALSO BE'
(]t:. -'-E' ,,. ^ HJ ""
- I. 'r. l~ hi j, I" I i
. ..j '': .", ('. la-ill:'
tf( 7Ii/~T
~-I' i\ I-
f I'I!;."::,
1245 PEARL ST, . EUGENE, OREGON 97401
TEL: (541) 484-9080
CLIENT
I<AIIGHT <,
C"1,
CALCULATED. BY
TUU!
OF ({
DATE j(J/'2.X' //) 5
CALCULATIONS
SHEET NO.
STRUCTURAL
BUILDING DESIGN. FIRE PROTECTION
CODE CONSULTANT. PLAN CHECKING
CONSTRUCTION INSPECl10N
CHECKED BY
DATE
W.O.,
nl't?5
,,SI/I/AlE OESI(~tJ -/J'fUi::'.S TO F!.I.TW'i..r
Assi,lME 11./ W!OE uf~!VL D,(,A II.! i!<!c,
t(" Ar, ~;c +3,3 'PI"
, 11;,/i'1
LfIJGTH- No {f - 2.S{l (!~w
~)t;\/' OIJ (!/d'(lL 2. AW) 3 - 1)= Ofl-IVE fAVE{J
Tei .5 ii/A.LE k mOf;)(' 2. .NhC '2.O-!1Y <2j'3I~:Il' '
, A" ,:: A' OF-. 5iA/J\! i:' nrcr.J ')
~'"l....., .... ,. or ._....... l'<:r-'," l..
S{jt.{((? iil -1\'cYj"f cf 70.l"::![I~):~ it 5 'ft'
... ../
,
OM FLfl, roT 8/1 SIS = L:; 0, S'b fr"
t.-
fJA./ljt: I. "'f' r ' \ ,-,,",
, -Vilh, '(I':y'~"~'r-,\2:t"-~c!':'-';.~,.",.
, '(-?/'-+:i.'-6l
wi // fREE80AYUJ flb9,\p) (J!;:.$/GU sif/f\Lf: ?\~L1WA&LE' A$~(!ft)(()..25N)1(rJ,:Z$I-'1o,sfl;
As::: O. 3SW"
5WAL-E wlt:Jnl .~ 6/
"\'< 1: V\Nj.V.... ",/
v '1v/\L~,!,.":. i' "'I '. > to: ~ ~..!)
. 2J)/ .A,cU:55 EA.5Ei'v1tiJJT
'-t ,') k"
II . - I, ~,
{Jf{AV,,' f)1~\I!J il/.!1~ '" ^s^" (J.;;,-g:t{!;.I-:hi:,,:;-1k~::li-c-'----' 7. t HR
'f . O.Il'''I;''! ("P(
< 1 4- 1.1/:,.
-,. Ii'
, 'I<
I ~ (), .,'
:. FE/\50M f\Ii'LES(1../;.Q SWA/..E clllJ &E .ACff!E:V t::{i. P~~JVt.: ANY)
A65L1CII1TE:.'{J 5~/AL.E fJO't TO BE.: !3((fLT IJ)}IIL fA(\CE:LS Z AIJD
S /IN'::' 'tJE:.lfE:I..N'E.D 1M 5r::VtiP../tt... YEAR J;
1245 PEARL ST. . EUGENE, OREGON 97401
TEL: (541) 484-9080
"
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~
~
.,.~~
~x~rg~~~~
-
t-
v
'MAIN OFFICE
1570 MOHAWK BLVD, . SPRINGFIELD, OR 97477
P,O, BOX 931 . SPRINGFIELD, OR 97477
PHONE: 541.741,1981
FAX: 5!11.741 ,0619
li~:~f.~
)'I~l;,!~~:
,;;,'lX, '
":%:1;;';
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BRANCH OFFICE
1509 WILLAMETTE ST, . EUGENE, OR 97401
P,O, BOX 10211' EUGENE, OR 97440
PHONE: 541,687,9794
FAX: 541.687,0924
PRELIMINARY TITLE REPORT
i'
November 16,2005
ELI -49497
Steve Jokinen
4866 Main ,Street
Springfield, Oregon 97478
Estimated Premium for:
TO COME OWNER'S POLICY
Re-Issue Credit
Gov't Service Fee
TO COME
$0,00
$25,00
Dear Steve:
TOTAL
TO COME
',I':'::F.!~l!,J!~:5?H
We are prepared to writ~Tltl,e Insurancecovering the followjng described premises to-wit:
SEE ATTACHED
Showing fee simpl~jtig,~:\l.(9fNovember 7, 2005, at 8:00 a,m" vested in:
.~~ .
."'. :-.~
" DUANE A, KNIGHTS AND SUSAN E, KNIGHTS,
. 'husband and ~ife as tenat}i~, by the entirety
\.' ,;>,
Subject to the usual printed exceptions, and
I, Taxes, 'Map No~'Tt8062~d6{42:02600, Code 19-24, Account No, 0564623, 2005-2006, a lien
in the amount of $5.33,22, now payable,
'\ .'
2, Rights,oftlle public in any portion of said premises Iyingwithin the limits of streets, roads
and highways: ' ' '
,
3, Storm Sewer Easement, granted to Lane County, a political subdivision of the State of
Oregon, including the terms and provisions thereof, liy instrumeIi~ Recorde4 July 18, 1975,
Reel 751 R, Reception No, '75-29720, Lane County Oregon Records,
';-'~:~.'fif/~j ."....
4, Easements, if any, lying within vacated Garden Avenue, '
. A!,;. I:' I""
,,~ \vri\:c
CONTINUED
. .,
;",'~'"
,'.....-..
. . .~. ,-,:.
TITLE INSURANCE SERVICES . ESCROW CLOSINGS
"IN OUR BUSINESS, YOU MATTER,MOST"
(~ n~ l;.::' ~\1~:' '-':. ~:evergreenlan~title;com '
?
.I
. Pl-
~~t.i
','):. .
ELT - 49497
Page 2
NOTE: The address ofthe property to be ins~red herein is: 3600 GARDEN A VENUE,
SPRINGFIELD, OREGON 97478,
NOTE: A JUDGEMENTILIEN/BANKRUPTCY SEARCH was done for the name(s) DUANE
A. KNIGHTS AND SUSAN E, KNIGHTS, and as of November 7,2005, none were found,
NOTE: Said property lies outside the city limits, therefore, is not subject to city liens,
Very truly yours,
EVERGREEN LAND TITLE COMPANY
HOME OFFICE
1:/;/ uJ,Jl~
By:
Jeffrey K. Walker
Advisory Title,c;)fficer
, - '. .~
'.' .
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:d
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NO LIABILITY IS ASSUMED HEREUNDER UNTIL POLICY IS ISSUED AND
PREMIUM PAID, IF FOR ANY REASON THE REPORT IS CANCELLED, A MINIMUM
CANCELLATION FEE'OF $230,00 WILL BE CHARGED, ' '
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Legal Description
1:
Beginning at the Southwest corner of THIRD ADDITION TO MEADOW GREEN ESTATES,
as platted and recorded in Book 65, Page 27, Lane County Oregon Plat Records; thence along
the South line ofTHIRD ~DDITION TO MEADOW GREEN ESTATES, South 80018' 21"
East 182.35 feet; thence continuing along the said South line North 00' 12' 23" East 49.39 feet;
thence continuing along said South line South 790 34' East 141.94 feet to the Southeasterly
corner of Lot 2, Block 3, THIRD ADDITION TO MEADOW GREEN ESTATES, the True
Point of Beginning of the tract hereinafter described; thence continuing along said South line
South 790 34' East 283.88 feet to the East Southeast corner of THIRD, ADDITION TO
MEADOW GREEN ESTATES, said point also being the Southwest corner of FOURTH
ADDITION TO MEADOW GREEN ESTATES, as platted and recorded in Book 68, Page 5,
Lane County Oregon Plat Records; thence along the South line of said FOURTH ADDITION
TO MEADOW GREEN ESTATES, South 790 34' East 143.08 feet to the Southeast corner of
said FOURTH ADDITION; thence South 00 05' 17" West along the Westerly right-of-way line
of Laurel Street 112.10 feet to its intersection with the Northerly right-of-way line of Garden
Avenue; thence North 800 24', West 146.64 feet to the Westerly end of said right-of-way;
thence South 00 05' 17" West 30.43 feet to a point on the centerline of vacated Garden Avenue;
thence North 800 24', Westalong the centerline of said vacated Garden Avenue 279.53 feet to a
point bearing South Q~~Nk!tt West 148.77 feet from the True Point of Beginning ofthis
description; thence ~oithO~ 12' 23" East 148.77 feet to the True Point of Beginning, being in
Section 06-42, Township 1.8 South, Range 2 West of the Willamette Meridian, in Lane County,
Oregon, .
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I.OCATING ~OPERTY
THE CO'Y1PANY ASSUMES NO
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Eugel1t'. OR 97440'
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Division of Chle' D.p~ly CI.~k ~nn~,nli~~i
lanu Counly Deeds and,Reoords 'VVv"V 'v
II ""111l1I1111 1111111111111 """ '''1111 $36.00
10 .7l!i39' 2J050L 72';7003003603/141200501:28:15 PM
RPR-DEED Cnl=l SLn=4 CASHIER 02
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After recording return to:
First American Title
PO Box 10146
Eugene, OR 97401
UnO! 8 change is requested all tax statements
shall be sent to the Following addresi:
Duane A. Knights and Susan E. Knights
2258 33rd Street
Springfield, OR 97477
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. File No.: 7191,529534 (wkcl
Date: Fetirua~;~5,2005~.
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STATUTORY WARRANTY'DEED'~. ::'
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Phil Gerwig, G;antor, conveys and, warrants to Duane A. KnlgiiiS 'arid' Susan ij;' Knights, husband
. and wlfe,aster;"nts by the entirely, Grantee, the'foll~"iing ~,~~~rl~j'l1aI',P"rol,},~!tV, fi,iee of liens and
encumbrances, :except as specifically set forth herein:. :',,' : /; 'i i lH~il It ilfhU!i I : II H:
, "J, 1,\1\ ',.' ,. ': ~"" '.' .. :':' /:~:~; 1~~U~'~~}~'J;H)' ,_'
j See Legal Desc~igtion attached hereto ~s Exhibit A and by this refere~~7.L0t;or8~~t~gI1;~~~~I~. .
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'This properly is free from liens and encumbrances, EXCEPT:
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1. Covenants, conditions, restrictions and/or easements, If any, affectlngtitie, which may appear in
the publlt'iecord, Including those shown on any recorded plat or survey.
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THIS INSTRUMENT WILL NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN
VIOLATION OF APPUCABLE LAND USE LAWS AND REGULATIONS, BEFORE SIGNING OR ACCEPTING
THIS INSTRUMENT, THE PERSON ACQUIRING FEE IDLE TO THE PROPERTY, SHOULD CHECK WITH mE
APPROPRIATE dj~, PRCOUNTY PL'ANNING DEPARTMENT TO VERIFY ,APPROVED USES AND TO
DffiRMINE ANYcLIMITs ,ON LAWsurrs AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN
ORS 30.930. (,: '
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The true consideratIOI).for"this conveyance Is $130,000.00.-
?95';.i"~;~ ':';:, .,
Dated this 4th daY~OfMarch, 2005. ,
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(He"'on'ply',~11t1) r~ul",menls,of ORS 93.030)
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Phil Gerwig
STATE OF
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StatutoI)' warranty Deed
- ntlnued
FII. No" 7191.S29534 (wkc)
CatAl' 02/251200S
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/:)f/!;9jrirl TEXAS
TWANAG. KENT
Notary Pubwc, Slile of Tera$
My Commls!lon EXlIirll 3-1.20Q6
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County of U~ TARRANT )
This Instrument was acknowledged before me on this ~ J'\A..:7-vc~
by Phil GelWlg. ~
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My commission expires: '3 - 7 -0 I..
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A?~I: 05646~3
Statutory Warranty O.od
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Fir. No,: 1191.529534 (wkc)
'O.te: 02{25{200S
EXHIBIT A
LEGAL DESCRIPTION:
Beginning.at the Southwest corner of THIRD 'ADDITION TO MEADOW GREEN ESTATES, as platted and
recorded in Book' 65, Page2?, Lane COunty Oregon Plat Records; thence along the South line ofTl1IRD
ADDITION TO MEADOW GREEN, ESTATES, South 60 degrees 16' 21" East 182,35 feet; thence continuing
along the said South line North 0 degrees 12' 23" East 49,39 feet; thence continuing along said South line
South 79 degrees 34' East 141.94 feet to the Southeasterly corner of Lot 2, Block 3 of said THIRD
ADDITION TO MEADOW GREEN ESTATES, the 1RUE POINT OF BEGINNING of the tract hereinafter
described;, thence continuing along said South line South 79 degrees 34' East 283,88 feet to the East
Southeast corner of THIRD ADDITION TO MEADOW GREEN ESTATES, said point also being the
Southwest corner of FOURTH ADDITION TO MEADOW GREEN ESTATES, as platted and recorded In Book
68, Page 5, Lane County Oregon Plat Records; thenCe along the South line of said FOURTH ADDITION
TO MEADOW GREEN ESTATES, South 79 degrees 34' East 143,08 feet to the Southeast corner of said
Fourth Addition; thence South 0 degrees 05' 17" West along the Westerly right-of-way line of Laurel
street 112:10 feet.to;itsiilltersectlon with the Northerly right,of.way line of Garden Avenue; thence North
BO degrees 24' \N~~fif1~~;f~etto the Westerly end of said right-oF-Way; thence S9~'th 0 degrees 05'
17" West 30.43 f~t:tlJ a, p,omt on,the centerline of vacated Garden Avenu!l; thence t'!orth 80 degrees 24'
West along the ce,nterline of said vacated Garden Avenue 279,53 Feet to 13 pOint bearing South 0 degrees
12: 23" West 148i77Jeet,from'the True Point of Beginning of this description; thencef:-lorth 0 degrees 12'
23" East 148,77 feet to theJRlJE POINT OF BEGINNING, being in Section 06-42, Township 18 South,
Range 2 West, Wlllame~e Meridian, in Lane County, Oregon, '
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