HomeMy WebLinkAboutApplication APPLICANT 8/23/2006
'.
Land Division Application, Type II
SPRINGFIELD
RECEIVE~_
~ ~'l3/Qfr'~
.., City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
Application Type ," -.' .(AP!'J.~ii::iJnt: cneck'o",e;: .,:\j;f. ::'*', ~~ :-,;
, -.
~
D
Subdivision Replat Tentative:
Partition Replat Tentative:
D
D
Subdivision Tentative:
Partition Tentative:
,.',
'C'''' ,If''~\'''
Phone:. 541-485-8130
I Fax: 1541-485-8130
97401 I
Phone:I;;~~~85-4;Os-1
IFax:1541-485-5624 I
I
I
I
I
900. 1000. 3600. 36011
I
Square Feet 0
. .-
Applicant Name: Tuan Bui
Company: I Emerald City Real Estate
Address: 325 Goodpasture Island Rd. Euqene, OR
!t i{~'kr
Applicant's Rep.: IMichael J. Kaiser
Company: I Poaqe Enqineerinq
Address: I PO Box 2527 Eugene, OR 97402
'~""':hf'.~ ".~: "''''''W''',',
Property Owner: ISame as applicant
Company: I
Address: I
,...~,.
I Phone: I
IFax: I
" '~,"
, "" '.-r-
ASSESSOR'S MAP NO: 17032731 TAX LOT NO(S):
Property Address: 1226 Fairview Sprinqfield, OR 97477
Size of Property: 1. 7
Proposed Name of Subdivision: Quinalt Subdivision
- .
Acres ~
Description of
Proposal: Subdivision into 10 lots for single family residential use.
Existing Use: vacant
# of Lots/Parcels:
Zoning:
Applicable Refinement Plan:
Location: City Limits 0
Associated Applications:
,,,,.,.. - -,,," '""
Overlay District:
Plan Designation:
Urban Growth Boundary 0
,,~ a<.
Pre-Submittal (j) .. Reviewed by:
Case No.: \f v ~-R<l'. ~ I Date: (initials)
Reviewed by:
Case No.: 2uB?AK"....,~ &D5:) Date: C1::,/l>..jO(r, (initials)
Application Fee: J ~ q f:') Postage Fee: I '\--0 Total Fee:
., '"'l p ,.. "',/j;L;:,",,"~-""''',''--' ';"...J'._ .':'11_:_.,...,~, ._' ,. .,~,....."
fRJ~..at6b 2- 2;,;;rs (J,yev-, w.;kzk:,:;"
~I
~q 1<:"'- ~('-j
, ~7,'" I
'.
"
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 7 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.
c
2. Applicant and the City conduct the Pre-Submittal Meeting
We strongly encourage ybu, the owner and design team to attend the Pre-Submittal meeting.
The meeting 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 the 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
decision, the draft will be mailedlfaxed to the applicantlownerldesign 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 Meeting and subsequent
complete application submittal. Owner's signatures are required at both stages in the application
process. An application without the C?wner's signature will not be accepted.
The undersigned acknowledges that the information in this application is correct and accurate for
scheduling of the Pre-Submittal Meeting.
Owner:. ~
Signature
Date:
~ fi c;/ 26:J6
IblM
Print
7?ul'
RECEIVED
'.',
\
By: ~ - 23 -0(,
"
. .Land Division Submittal F.._..juirements 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 8'h"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 (ODOT) facility.
s. 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 Engineering 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 Meeting
.OR
Eighteen copies of the 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 8V,' by 11"
and bound by rubber bands for submittal.
a. Site Assessment of Existing Conditions
o Prepared by an Oregon licensed Landscape Architect or Engineer
o Vicinity Map
o 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 .
o ~~~~~~ed setbacks to the proposed new property lines for fl~ eE-i\tlE"f)
o 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:Timited Watercourse
Map on file in the Development Services Department . . .. -
By: ~ - c23 -00
o The 100-year floo<..,. ..Jin and f100dway boundaries on t1Ib"site, as specified in the latest
adopted FEMA Flood Insurance Rate Maps or FEMA approved Letter of Map Amendment
or Letter of Map Revision
o 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
o Physical features including, but not limited to trees 5" in diameter or greater when
measured 4 112 feet above the ground, significant clusters of trees and shrubs, riparian
areas, wetlands and rock outcroppings
o 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 andlor a high water table
b. Tentative Land Division Plan
o Prepared by an Oregon Licensed Land Surveyor in accordance with ORS 92
o Location of all existing and proposed easements
o 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
o Location and type of existing and proposed street lighting
o 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
o Location of existing and required traffic control devices, fire hydrants, power poles,
transformers, neighborhood mailbox units and similar public facilities
o Location and width of all existing and proposed sidewalks, sidewalk ramps, pedestrian
access ways and bike trails
o Location, size and type of plantings and street trees in any required planter strip
o Location and size of existing and proposed utilities on and adjacent to the site including
sanitary sewer mains, storm water 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 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
o Prepared by an Oregon Licensed Civil Engineer
o Planting plan prepared by an Oregon Licensed Landscape Architect where plants are
proposed as part of the stormwater management system
o Roof drainage patterns and discharge locations
o Pervious and impervious area drainage patterns
o The size and location of stormwater management systems components, including but
not limited to: drain lines, catch basins, dry wells and/o~p ~asV~ter
quality measures; and natural drainageways to be retai . V I b U
o Existing and proposed spot elevations and contours lines rawn at 1 foot intervals (for
land with a slope over 10 percent, the contour lines may be at-S.foot.intervals)
o Amount of proposed cut and fill. '. . .. .. _n_
By: ~~ ;):!:J-D(P
o
8. Additional materials that may be required
IT IS THE APPLICANT'S RESPONSIBILITY TO DETERMINE IFADDITIONAL
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:
o Proposed deed restrictions and a draft of any Homeowner's Association Agreement
o Additional plans and documentation for submittal of a Cluster Subdivision proposal as
specified in SDC Section 16.100(3)
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
o A Geotechnical Report prepared by an engineer must be submitted concurrently if
there are unstable soils andlor a high water table present
o Where the development area is within an overlay district applicable, address the
additional standards of the overlay district
o If five or more trees are proposed to be removed, a Tree Felling Permit as specified in
SDC Article 38
o A wetland delineation approved by the Oregon Division 'of State Lands must be
submitted concurrently where there is a wetland on the property
o Any required federal or state permit must be submitted concurrently or evidence the
permit application has been submitted for review
o 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
o Where applicable, any Discretionary Use, Variance or Modification of Provisions as
specified in SDC Article 10 or 11
RECEIVED
By: S';;Y3/b{o
y'
. . -
Case Number: Bu72c:o(' -
tJ:),Y5':)
.1 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, 1 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 pur uant to the requirements of ORS 227.178 pertaining to a complete
application ~ r/ ,,)
owner~-/~~ ~ Date: . ~,;2;/ y..-.nJt
Signature v
11A~
$u~
Print
"
RECEIVED
By: .. '1/ i7:>/6~
-'.
City of Springfield Official Receipt
Nelopment Services Department
.
Public Works Department
225 -Fifth Street
Springfield, Oregon 97477
541:726-3759 Phone
Job/Journal Number
. SUB2006-00055
SUB2006-00055
SUB2006-00055
Payments:
Type of Payment
Check
cReceintl
RECEIPT #:
2200600000000001186
Date: 08/23/2006
Description
CTY LDR Subdv Tent < 2 Ac
+ 5% Technology Fee
Postage Fee Type II - $150
Paid By
BUI DEVELOPMENT CORP
Item Total:
Check Number Authorization
Received Br Batch Number Number How Received
tj
1062
In Person
Payment Total:
3: 12:24PM
Amount Due
7,396.00
369.80
150.00
$7,915.80
Amount Paid
$7,915.80
$7,915.8U
RECEIVED
...,
By:
~/Z3/Ob
Page I of I
8/23/2006
.
POAGE
ENGINEERING & SURVEYING. INC.
PH 541/485-4505 Fl\X 541/485-5624 E-MML MKAISER@POACE.NET
P.o. BOX 2517 IWGENE, OR 97402-0152 990 ORIE ST.
TRANSMITTAL LETTER
DATE August 23, 2006
TO City of Springfield
ATTN Planning
RE Bui Subdivision (17032731, tax lots 900,1000,3601, & portion of3600)
JOB NO 3464
SENT BY Michael J. Kaiser
We are sending you the following:
COPIES DESCRIPTION
1 Land Division Application, Type II
1 Type II Tentative Land Division, Pre-submittal Checklist
1 Tentative Subdivision Plan (Reduced)
1 Deed & Title Report
4 Stormwater Management Study
18 Tentative Subdivision Plan (full size)
18 Grading & Paving Plan (full size)
18 Site Assessment of Existing Conditions (full size)
REMARKS Please find the above items for the Tentative Subdivison application for Tuan
Bui. A Traffic Impact Study is not included as it is not required per the criteria
listed in SDC 32.020(1)( c). The proposal to create 10 lots for single family
residential use will result in 100 average vehicle tips per day. The 18 copies of
the Tentative Subdivision Plan, Grading & Paving Plan, and Site Assessement
of Existing Conditions have been collated into 18 sets (ie 1 of each per set).
Also included is a check for $7,915.80 [ 5,176 + (222 * 10) + (7,396 * 5%) +
150). Please let me know if you need anything else. Thanks, Mike.
RECEIVED
I.,. ...i
By:
~ / .23-D(P
.,"'
.
,
i'
, . ~ I '" ~ it'
:POAG!E
: ~. "~
ENGINEERING & SURVEYING. INC
STORM DRAINAGE STUDY
for
BUI SUBDIVISION
~~~PIR~~L~/JOI 0 )-;
RECEIVED
July 21, 2006
I",
By:
~rl?yOb
I o-fI2.~
,
CIVIL I ENGINEERING 0 SURVEYING
P.O. BOX 2527 EUGENE, OR 97402-0152 990 OBIE ST. 541/485-4505 FAX 541/485-5624 WWW.POAGENET
.061'06/2006 09:41 FAX 541 736 1021
CITY OF SPRINGFIELD PW
r
I4J 002
PUBLIC WORKS DEPARTMENT / Engineering Division
Fax: (541) 736-1021
Apl!,!:!l!:,!.~P,~~~':l~"~lt~ll:;,. .0.4 a~ (1600 s~ot +1980 sf". ~a~) ~'Iml" .,a111ill.. ;"1'1"1'1""1 mkaiser@poage.net.....
I' ".., '1"1 '. '" "...... ">'''0 "".,,,,_,, '1'11" ,~"" ""''''1'"-".",, t"" _t' ., ,,'" :"1'" ,I . I II :" I '.' ;, .~.:I .':: ,I. ,! ,i. ";. ..; I I'I'.! !.:':. ~ ,l '.:! I: I'! ,.:.!!, .!'I:,! 'I' !', .: I: .: 'I'...: 1I:..i I ;I"!'I! J :111 Itl.l! II !' ~n'II'III!.H 'I '11'1'11 'I, Illl. 1111", III;.I'IIJI, ,1.,.,1. "1' rh-I'" i
".;...".,.,,,;-;;,,,j.,,.,,.,;...,;.,,;.,.......
Project Description (Include a copy of Assessor's map): Divide four tax lots (map 17 03 2731, tax lots 900, 1000,
3600, & 360 I) into 10 lots for single family residential use. Project will include construction of the east half of the
culdesac as the west half is already constructed. All of the utilities are available in the public streets adjacent to the site.
The public sanitary sewer system will be extended east, along Fairview, to provide service to the lots fronting on
Fairview. The public sanitary sewer system has already been extended to the culdesac in. W. Quinalt. .
Drainage Proposal (public connection(s), discharge location(s), etc. Attach additional sheet(s) ifnecessary:
The public piped system for street runoff (both Quinalt and Fairview) is a 36" pipe mnning along the westerly boundary
. of the project. All lots are projected to dispose of stonnwater runoff through weep holes in the street or by direct
connection (as allowed) to the public pipe. As a last resort, drywells will be nsed 'if existing street grades and lot grades
do not allow for draining to the street without making the project impractical or infeasible.
Proposed Stonnwater Best Management Practices: The only new public impervious area added with this project
is the west half of the cuJdesac (approx. 1,980 square feet). Other than the culdesac, no new public :..../"". .' ;OU5 areas or
stonn lines are proposed with the subdivision. The only BMPs to accompany the proposed subdivision would be street
trees (W. Quinalt & Fairview) and a grassy swale to convey runoff from the panhandle driveway to Fairview.
:..:::::![~'::::;..:7::::f..ra;:i::~iiij::fil~~:t::;~~u;:I~e~;~i~<i~~~~~1~t!:f;:jt:;;h::~e~~~:;tsui~~~d'..' .""
.i:,,:i::~" :'.::::::::':::::1~r~;;::;Pplic~tipiitobe'co;;PletefGrsubmittali:a[ifjough:orlie;::;eqii!,:ements';'"dy b~.necessa6i,f ,',.
Drainal!e Study Tvue ffiDSPM Section 4.03.2': (Note. VB may be snbstituted for Rational Metbod'
Ij Small Site Study - (use 'Rational Method for calculations)
o Mid-Level Development Study - (use Unit Hydrograph Method for calculations)
o Full Drainage Development Study - (use Unit Hy.1_".oyh Method for calculations)
Environmental Considerations:.
.. Wellhead Zone: tJ/A .(tj Hillside Development: tJ#.
iii Wetland/Riparian: ...v~ fiI Floodway/Floodplain: r./)/J
@lI Soil Type: 101 - o.,../e..., I/r/"v, 1..,>.H ~;"'I.r 'fiJ Other Jurisdictions: / ,,"''''' /:i>
Downstream Analvsis: I
8 N/A
o Flow line for starting water surface elevation:
o Design HGL to use for starting water surface elevation:
o Manhole/Junction to take analysis to:
Return to Matt Stouder <iil City of Sprin!!field. email: Dlstouder@)Ci,sPri~Eg~l~ 6-9.
."..
By:
. 061'06/2006 09: 41 FAX 541 736 1021
CITY OF SPRINGFIELD PW
I4i 003
COMPLETE STUDY ITEMS j:f.oi"6f!iOi\d'ws.oo\Y,:)i1#S':'E{"':::,Ft:c1
* Based upon the information' provided on the front of this sheet, the following represen~' a minimum 0/ what is needed for an
application to be complete fon'ubmiltal with respect to drainage; however, this list should not be used in lieu of the Springfield
Development Code (SDC) or the City's Engineering Design Manual. Compliance with these requirements does not constitute slle
approval; Additional site specific information may be required. Note: Upon scoplng sheet submittal, ensure completedform has
been signed in the space provided below: .
Interim Design StandardsIWater Quality (EDSPM Cbapter 3)
Req'd NlA .
o Ii All non-building rooftop (NBR) impervious surfaces shall be pre-treated (e.g. multi-chambered catchbasin w/aiJ
filtration media) for !IlOnnwater quality. Additionally, a minimum of 50% of the NBR impervious surface shall be
treated by vegetated methods. . .
'Ii 0 where required, vegetative starmwater design shall be consistent witb interim design staudards (EDSPM Section 3.02),
set forth by the Bureau of Environmental Services (BES) or Clean Water Services (CWS).
o Ijl For new NBR impervious area less than 15,000 square feet, a simplified design approaeh may be followed as specified
by the BES for vegetative treatment.
o Ii If a SlOnnwater treatment Swale ill proposed, submit calculations/specifications for sizing, velocity, flow, side slopes,
bottom slope, and seed mix consistent with either BES or CWS requirements. . .
o Ml Water Quality calculations as required in Section 3.03.1 of the EDSPM
o ~ All building rooftop mounted equipment, or other f1uid~containing equipment located outside ofthe building, sball
be provided with secondary containment or weather Tesistant enclosure.
General Study Requirements (EDSPM Section 4.03) I
ail 0 Drainage study prepared by a Professional Civil Engineer licensed in the state. of Oregon.
IDA co~plete drainage study, as required in EDSPM Section 4.03.1, including a hydrological study map.
D Calculations showing system capacity for a 2-year stonb event and overflow effects .of a 25-year stonn eVm1t.
D The time of concentration (Tc) shall be determined usi:l'g a 10 minute start time for developed basins.
Review of Downstream System (EDSl'M Section 4.03.4.C)
I 0 Ii A downstream draipage analysl~ as descn"bed in EDSPM Sec.tion 4.03.4.C. On-site drainage shall be governed hy the
Oregon Plumbing Specially Code (OPSC)..I .
o II Elevations of the HGL and flow lines for botb city and private systems where applicable. .
Design of Storm Systems (EDSPM Section 4.04) I
.. 0 Flow lines, slopes, rim elevations, pipe type and sizes clearly indicated on the plan sel.
W 0 Minimum pipe cover shall be 18 inches for reinforced pipe arid 36 inches for plain concrete and plastic pipe materials,
or proper engineering calculations shall be provided wilen less. The cover shall be sufficient to support an 80,000 Ib
load without failure of the pipe structure.
Ii 0 Manning's "n" values for pipes sball be consistent with Table 4-1 of the EDSP. All slOnnpipes shall be designed to
achieve a minimum velocity of three (3) feet per second at 0.5 pipe full based on Table 4- J as well.
OtberlMisc
.. 0 Existing and proposed contours, located at one foot intervaL Include spot elevations and site grades showing bow site
drains
Ii 0 Private stonnwater easements shall be clearly depicted on plans when private stormwater flows from one property to
another .
o ii Drywells shall not receive runoff.from any surface wlo being treated by one or. more BMPs, with the exception of
residential building roofs (EDSP Section 3.03.4.A). Additional provisions apply to this as required by the DEQ. Refer
to the website: www_r1e(Lstate_or_us/wnh:rrounrlwaluichOTm~_hcrn for more informatioul
o g Detention ponds shall be designed to limit runoff 10 pre-development rates for the 2 through 25-year storm events
~This fonn shaD be included as an attachment, inside the front cove" of the stonnwate, study
*IMPORT.AN'[:; ENGINEER PLE:ASEREAD ;BELmrANlJ,SiGNI, .':::., ::::
~:ean~~:"er;:"'conj, I,her;;~th::ve :equired items are eomplete and in, et r=f\se~ sf ED
Signarnre: ,~~~ Date: n;~Y~BV
By:
OVERVIEW
This storm drainage study is being prepared in accordance with the City of Springfield
Engineering Design Standards and Procedures Manual (EDSPM). The Drainage Study type
required for this project is a Small Site Development Study per Section 4.03.2 of the Design
Manual and per the Stormwater Management System Scope of Work prepared by the City. The
hydrologic calculations shown on the following pages are based on 2 year and 25 year storm
events using the Santa Barbara Unit Hydrograph Method for calculating runoff. The hydraulic
calculations for the proposed storm drainage system were done using Haestad Methods
Flowmaster Software.
CONCLUSIONS
Based on the design criteria requirements of the EDSPM the proposed storm drainage system can
handle the design storm event The proposed system can handle up to and including the 25-year
storm event without overflowing. Based on 50% impervious area for Lot 10, the only lot
draining to the swale, there will be 0.14 cfs and 0.25 cfs (peak: flows) for the 2 year and 25 year
events, respectively The grassy swale (triangular channel) is to be sloped at 1.0%. It will flow
2.5" deep for the 2 year storm and 3.1" deep for the 25 year storm. It will require two - 3" pipes
at 2.0% slope to carry the design flow from the swale to the street (through weepholes in curb).
The output sheets (Flowmaster) show the 3" pipe with half of the flow (since there will be two
pipes). If, during an extreme event, overflowing occurs, it would flow overland to the public
street and be picked up into the public system through nearby curb inlets/catch basins.
RECEIVED
...,
~.
By:
Developed 2-year, SCS Type 1A.'24 hour Storm
BUI SUBDNISION (W. Quinalt & FairvieW)R E C E lVED
DEVELOPED CONDITION (Lot 10) '. .
. .
'."
total area = 6S61 . 0.16 (acres) File No: 3464 D2.QPW
pervious area = 3431 O.OS (acres) 7-~1-By:
impervious area = .3431 O.OS (acres)
pervious CN = 90 S= 1.1111 0.2S= 0.2222
impervious CN = 98 S= 0.2041 0.2S= . 0.040S
total depth rain Hyrdologic
Pt= 3.12 (inches) SCS Soil Type: Group
dt= 10 (niin) Oxley (101) C
24-Hour SCS Type 1A Design Storm - 2 Year
PERVIOUS IMPERVIOUS
Rainfall Incre. Rainfall Accum. Accum. Incre. Accum. . Incre. Total Instant
Time distr. Rainfall Incre. Rainfall Runoff Runoff Runoff Runoff Runoff flowrate
(min) distr. (in) (in) (in) (in) (in) __(in) ~ . (cfsL
-- --
a 0 0 0 0 0 0 0 0 0 0<
10 0.40% 0.40% 0.012 0.012 0.000 0.000 0.000 0.000 0.000 0.00 <
20 0.40% O.SO% 0.012 0.025 0.000 0.000 0.000 0.000 0.000 0.00 <
30 0.40% 1.20% 0.012 0.037 0.000 0.000 0.000 0.000 0.000 0.00 <
40 0.40% 1.60% 0.012 0.050 0.000 0.000 0.000 0.000 0.000 0.00 <
50 0.40%. 2.00% 0.012 0.062 0.000 0.000 0.002 0.002 0.001 0.00 <
60 0.40% 2.40% 0.012 0.075 0.000 . 0.000 0.005 0.003 0.001 0.00 <
70 0.40% 2.80% 0,012 0.087 0,000 0.000 0.009 0.004 0.002 0.00 <
80 0.40% 3.20% 0.012 0.100 0.000 0.000 0.013 0.005 0.002 0.00 <
90 0.40% 3.60% 0.012 0.112 0.000 0.000 0.019 0.005 0.003 '0.00 <
, 0:000
100 0.40% 4.00% 0.012 0.125 0.000 0.024 0.006 0.003 0.00 <
110 0.50% 4.50% 0.016 0.140 0.000 0.000 0.033 0.008 0.004 0:00 <
120 0.50% 5.00% 0.016 0.156 0.000 0.000 0.042 0.009 0.004 . 0.00 <
130 0.50% 5.50% 0.016 0.172 0.000 0.000 0.051 0.010 0.005 0.00 <
140 0.50% 6.00% 0.016 0.187 0:000 0.000 0.061 0.010 0.005 0.00 <
150 0.50% 6.50% 0.016 0.203 '0.000 0.000 0.072 0.011 0.005 0.01 <
160 0.50% 7.00% 0.016 0.21S 0.000 0.000 0.083 0.011 0.005 om <
170 0,60% 7.60% 0.019 0.237 0.000 0.000 0.096 0.014 0.007 om <
180 0.60% 8.20% 0.019 0.256 0.001 0.001 0.110 0.014 0.007 0.01 <
190 0.60% 8.80% 0,019 0.275 0.002 0.001 0.125 0.014 O.OOS 0.01 <
200 0.60% 9.40% 0.019 0.293 0.004 0.002 0.140 oms 0.008 om <
210 0.60% 10.00% 0:019 0.312 0.007 0.002 0.155 0.015 0.009 om <
220 0.60% 10.60% 0.019 0.331 0.010 0.003 0.170 0.015 0.009 om <
230 0.70% 11.30% 0.022 0.353 0.014 0.004 0.188 Om8 0.011 . 0.01 <
240 070% 12.00% 0.022 0.374 oms 0.005 0.207 0.019 0,012 0.01 <
250 0.70% 12.70% 0.022 0.396 0.024 0.005 0.226 0.019 0.012 om <
260 0.70% 13.40% 0.022 0.418' 0.029 0.006 0.245 0.019 0.012 0.01. <
270 0.70% 14.10% 0.022 0.440 0.036 0.006 0.264 . 0.019 0,013 0.01 <
/
Developed 2-year, SCS Type 1A, 24 hour Storm RECEIVED
PERVIOUS IMPERVIOUS'
Rainfall Inere. Rainfall Aeeum. Aeeum: !nere. Aeeum. Incre. Total . . Instarit-'
Time distr. Rainfall Incre. Raiufall Runoff Rmioff Runoff Runoff E ~If f10wrate
(min) '__. distr. (in) .Ji11Ln (in) . (in) (in) (in) . _ inL _~ .
,
730 0.72% 67.40% 0.022 2.103 1.182 0.019 1.876 0.022 0.021 0.02 <
740 0.72% .68.12% 0.022 2,125. 1.202 0.019 1.899 0.022 0.021 0.02 <
750 072% 68.84% 0.022 2.148 1.221 0.019 1.921 0.022 0.021 0.02 <
760 0.72% 69.56% 0.022 2.170 1.241 0.019 . 1.943 0.022 0.021 0.02 <
770 0.57% 70.13% 0.018 2.188 1.256 0.015 1.961 0.018 0.017 0.02 <
780 0.57% 70.70% 0.D18 2.206 1.271 0.015 1.979 0.018 0.017 0.02 <
790 . 0.57% 71.27% 0.018 2.224 1.287 0.016 1.996 0.018 0.017 0.02 <
800 0.57% 71.84% 0.D18 2.241 1.302 0.016 2.014 0.018 0.017 0.02 <
810 0.57% 72.41% 0.D18 2.259 1.318 0.016 2.031 0.018 0.017 0.02 <
820 0.57% 72.98% 0.018 2.277 1.334 0.016 2.049 0.D18 0.017 0.02 <
830 0.57% 73.55% 0.D18 2.295 1.349 0.016 2.067 0.018 0.017 0.02 <
840 0.57% 74.12% 0.D18 2.313 1.365 0.016 2.084 0.018 0.017 0.02 <
850 0.57% 74.69% 0.018 2.330 1.380, 0.016 2.102 0.018 0.017 . 0.02 <
860 0.57% 75.26% 0.D18 2.348 1.396 0.016 2.120 0.D18 0.017 0.02 <
870 0.57% 75.83% 0.D18 2.366 1.412 0.016 2.137 0.018 0.017 0.02 <
880 0.57% 76.40% 0.D18 2.384 1.428 0.016 2.155 0.018 0.017 0.02 <
890 0.50% 76.90% 0.016 2.399 1.441 0.014 2.171 0.016 0.015 0.01 <
900 0.50% 77 .40% 0.016 2.415 1.455 0.014 2.186 0.016 0.D15 0.01 <
910 0.50% 77.90% 0.016 2.430 1.469 0,014 2.202 0.016 0.015 0.01 <
920 0.50% 78.40% 0.016 2.446 1.483 0.014 2.217 0.016 0.015 0.01 <
930 0.50% 78.90% 0.016 2.462 1.497 0.014 2.233 0.016 0.015 0.01 <
940 0.50% 79.40% 0.016 2.477 1.511 0.014 2.248 0.016 0.015 0.01 <
950 0.50% 79.90% 0.016 2.493 1.525 0.014 2.264 0.016 0.D15 0.01 <
960 0.50% 80.40% 0.016 2.508 1.539 0.014 2.279 0.016 0.015 0.01 <
970 0.50% 80.90% 0.016 2.524 1.552 0.014 2.295 0.016 0.D15 0.01 <
980 0.50% 81.40% 0.016 2.540 1.566 0.014 2.310 . 0.016 0.D15 0.01 <
990 0.50% 81.90% 0.016 2.555 1.580 0.014 2.326 0.016 0.D15. 0.01 <
1000 0.50% 82.40% 0.016 2.571 1.594 0.014 2.341 0.016 0.D15 0.D1 <
1010 0.40% 82.80% 0.012 2.583 1.606 0.011 2.354 0.012 0.012 0.01 <
1020 0.40% 83.20% 0.012 2.596 1.617 0.011 2.366 0.012 0.012 0.01 <
, 1030 0.40% 83.60% 0.012 2.608 1.628 0.011 2.378 0.012 0.012 0.01 <
1040 0.40% 84.00% 0.012 2.621 1.639 0.011 2.391 0.012 0,012 0.01 <
1050 0.40% 84.40% 0.012 2.633 1.650 0.011 2.403 0.012 0.012 0.01 <
1060 0.40% 84.80% 0.012 2.646 1.662 0.011 2.416 0.012 0.012 0.01 <
1070 0.40% 85.20% .0.012 2.658 1.673 0.011 2.428 0.012 0.012 '0.01 <
1080 0.40% 85.60% 0.012 2.671 1.684 0.011 2.441 0.012 0.012 0.01 <
1090 0.40% 86.00% 0.012 2.683 1.695 0.011 2.453 0.012 0.012 0.01 <
1100 0.40% 86.40% 0.012 2.696 1.707 0.011 2.465 0.012 0.012 0.01 <
1110 0.40% 86.80% 0.012 2.708 1.718 0.011 2.478 0.012 0.012 0.01 <
1120. 0.40% 87.20% 0.012 2.721 1.729 0.011 2.490 0.012 0.012 0.01 <
1130 0.40% 87.60% 0.012 2.733 1.741 0.011 2.503 0.012 0.012 0.01 <
1140 0.40% 88.00% 0.012 2.746 1.752 0.011 2.515 0.012 0.012 0.01 <
1150 0.40% 88.40% 0.012 2.758 1.763 0.011 2.527 0.012 0.012 0.01 <
1160 0.40% 88.80% .0.012 2.771 1.775 0.011 2.540 0.012 0.012 0.01 <
1170 0.40% 89.20% 0.012 2.783 1.786 0.011 2.552 0.012 0.012 0.01 <
Praiee! Description
Project File
Worksheet
Flow Element
Method
Solve For
Input Data
Mannings Coefficient
Channel Slope
Diameter
Discharqe
Resu Its
. Depth
Flow '!"rea
Wetted Perimeter
Top Width
Critical Depth
Percent Full
Critical Slope
Velocity
Velocity Head
Specific Energy
Froude Number
Maximum Discharge
Full Flow Capacity
Full Flow Slope
Flow is supercriticaL
07/23/06
01:14:36 AM
3" PIPE WI 1/2 SWALE FLOW (2YR)
Worksheet for Circular Channel
. f:\projee!s\haestad\flowmaster files\3464sw1.fm2
LOnO PIPE - 2YR
Circular Channel
Manning's Formula
Channel Depth
0.013
0.020000 ftlfi
3.00 in
0.07 cfs
1.6 in
0.03 fI'
0.41 fi
0.2.5 fi
0.16 fl
53.52
0.011462 ftlfl
2.62 ftls
0.11 fi
0.24 fi
1.41
0.13 cfs
0.12 cfs
0.006275 fUfi
RECEIVED
, ,.c-
""
By:
HaestadMethods, Inc. 378rookside Road Waterbury, CT 06708 (203) 755-1666
FlowMaster v5.13
Page 1 of 1
Project Description
Project File
Worksheet
Flow Element
Method
Solve For
Input Data
Mannings Coefficient
Channel Slope
Left Side Slope
Right Side Slope
Discharqe
Results
Depth
Flow Area
Wetted Perimeter
Top Width
Critical Depth
Critical Slope
Velocity
Velocity Head
Specific Energy
Froude Number
Flow is subcriticaL
07/23/06
01:15:11 AM
LOT 10 SWALE (2 YR)
Worksheet for Triangular Channel
f:\projects\haestad\llowmaster files\3464sw1.lm2
LOT 10-2YR
Triangular Channel
Manning's Formula
Channel Depth
0.030
0.010000 ftlft
3.000000 H : V
3.000000 H : V
0.14 cfs
0.21 It
0.13 It'
1.33 ft
1.26 ft
0.17 ft
0.032103 ft/ft
1.06 ft/s
0.02 ft
0.23 ft
0.58
RECEIVED
'."
By:
Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666
FlawMaster v5.13
Page 1 of 1
Developed 25-year, SCS Type 1A, 24 hour Storm
BUI SUBDIVISION(W. Quinalt & FairviewR E CE IVE D'
DEVELOPED CONDITION (Lot 10)
total area = 6861 0.16 (acres) File No: 346~QPW
pervIOus area = 3431 0.08 (acres) 7-2 .
. . 3431 0.08 (acres)
ImpervlOlls area.=
pervious CN = 90 S= 1.111'1 O.2S= 0.2222
impervious CN = 98 S= 0.2041 0.2S = 0.0408
total depth rain Hyrdologic
Pt= 5.28 (inches) SCS Soil Type: Group
dt= 10 (min) Oxley (lOi) 'C
24-Hour SCS Type lA Design Storm - 25 Year
PERVIOUS IMPERVIOUS
Rainfall Incre. Rainfall Aceum. Accum. Ipcre. Aceurn. Inere. Total Instant
Time distr. Rainfall Incre. Rainfall Runoff Runoff Runoff Runoff Runoff flowrate
(min) distr. (in) (in) (in) (in) (in) (in) (in) (efs)
-. - --- - ----.
0 .0 0 0 0 0 0 0 0 0 0<
10 0040% 0040% 0.021 0.021 0.000 0.000 0.000 0.000 0.000 0.00 <
20 0040% 0.80% 0.021 0.042 0000 0.000 0.000 0.000 0.000 0.00 <
30 0040% 1,20% 0.021 0.063 0.000 0.000 0.002. 0.002 0.001 0.00 <
40 0040% 1,60% 0.021 0.084 0.000 0.000 0.008 0.005 0.003 0.00 <
50 0040% 2.00% 0.021 0.106 0.000 0.000 0.016 0.008 . 0.004 0.00 <
60 0040% 2040% 0.021 0.127 0.000 0.000 0.025 0.010 0.005 0.00 <
70 0040% 2.80% 0.021 0.148 0.000 0.000 0.037 0.011 0.006 0.01 <
80 0040% 3.20% 0.021 0:169 0.000 0.000 0.049 0.013 0:006 0.01 <
90 0040% 3.60% 0.021 0.190 0.000 0.000 0.063 0.014 0.007 0.01 <
100 0040% 4.00% 0.021 0.211 0.000 0.000 0.078 0.014 0.007 0.01 <
110 0.50% 4.50% 0.026 0.238 0.000 0.000 0.097 0.019 0.010 . 0.01 <
120 0.50% 5.00% 0.026 0.264 0.002 0.001 0.117 0.020 0.011 0.01 <
130 0.50% 5.50% 0.026 0.290 0.004 0.002 0.137 0.021 0.012 0.01 <
140 0.50% 6.00% 0.026 0.317 0.007 0.003 0.159 0.021 0.012 0.01 <
150 0.50% 6.50% 0.026 0.343 0.012 0.004 0.181 0.022 0.013 0.01 <
160 0.50% 7.00% 0.026 0.370 0.017 0.005 0.203 0.022 0.014 0.01 <
170 0.60% 7.60% 0.032 0.'101 0.025 0.008 0.230 0.027 0.017 0.02 <
180 0.60% 8.20% 0.032 00433 0.034 0.009 0.258 0.028 0.018 0.02 <
190 0.60% 8.80% 0.032 00465 0.043 0.010 0.286 0.028 0:019 .0.02 <
200 0.60% 9040% 0.032 0.496 0.054 0.011 0.315 0.028 0.020 0.02 <
210 0.60% 10.00% 0.032 0.528 0.066 0.012 0.343 0.029 0.020 0.02 <
220 0.60% 10.60% 0.032 0.560 0.079 0.013 0.372 0.029 0.021 0.02 <
230 0.70% 11.30% 0.037 0.597 0.094 0.016 0.407 0.034 0.025 0.02 <
240 0.70% 12.00% 0.037 0.634 0.111 0.017 0.441 0.034 0.026 0.02 <
250 0.70% . 12.70% 0.037 0.671 0.129 0.DI8 0.476 0.035 0..026 0.02 <
260 0.70% 13 040% 0.037 0.708 0.148 0.019 0.510 0.035 0,027 0.03 <
270 0.70% 14.10% 0.037 0.744 0.167 0.019 0.545 0.035 0.027 0.03 <
RECE\VED
Developed 25-year, SCS Type 1A, 24 hour Storm
....
PERVIOUS IMPERVIOUS .
Rainfall Incre. Rainfall Accum. Accum. Incre. Accum. Inc . y: Total T.1lStan~
Time distr. Rainfall Incre. Rainfall Runoff Runoff Runoff RWlOff Runoff flowrate
(min) _ ~~(i~ Jir1L (in) (in) (in) _~nLm~~L
---...- - _.-
730 0.72% 67.40% 0.038 3.559 2.503 0.036 3.325 0.038 0.037 0.04 <
740 0.72% 68.12% 0.038 3.597 2.539 0.036 3363 .0.038 0.037 . 0.04 <
750 0.72% 68.84% 0.Q38 3.635 2.574 0.036 3.401 0.Q38 0.037 0.04 <
760 0.72% 69.56% 0.Q38 3.673 2.610 0.036 '3.439 0.Q38 0.037 0.04 <
770 0.57% 70.13% 0.030 3.703 2.638 0.028 3.469 0.030 0.029 0.03 <
780 0.57% 70.70% 0.030 3.733 2.667 . 0.028 3.499 0.030 0.029 0.03 <
790 0.57% 71.27% 0.030 3.763 2.695 0.028 3.529 0.030 0.029 0.03 <
800 0.57% 71.84% 0.030 3.793 2.724 0.Q28 3.559 0.030 0.029 0.03 <
810 0.57% 72.41% 0.030 3.823 2.752 0.Q28 3.589 0.030 0.029 0.03 <
820 0.57% 72.98% 0.030 3.853 2.780 0.028 3.619 0.030 0.029 0.03 <
830 0.57% 73.55% 0:030 3.883 2.809 0.028 3.649 0.030 0.029 0.03 <
840 0.57% 74.12% 0.030 3.914 2.837 0.028 3.679 0.030 0.029 0.03 <
850 0.57% 74.69% 0.030 3.944 2.866 0.028 3.709 0.030 0.029 0.03 <
860 0.57% 75.26% 0.030 . 3.974 2.894 0.029 3.739 0.030 0.029 0.03 <
870 0.57% 75.83% 0,030 4.004 2.923 0.029 3.769 0.030 0.029 0.03 <
880 0.57% 76.400/0 0.030 4.034 2.951 0.029 3.799 0.030 0.029 0.03 <
890 0.50% 76.90% 0.026 4.060 2.976 . 0.025 3.825 0.026 0.026 0.02 <
900 0.50% 77 .40% 0.026 4.087 3.002 0.025 3.852 0.026 0.026 0.02 <
910 0.50% 77.90% 0.026 4.1I3 3.027 0.025 3.878 0.026 0.026 0.02 <
920 0.50% 78.40% 0.026 4.140 3.052 0.025 3.904 0.026 0.026 0.02 <
930 0.50% 78.90% 0.026 4.166 3.077 0.025 3.931 0.026 0.026 0.02 <
940 0.50% 79.40% 0.026 4.192 3.102 0.025 3.957 0.026 0.026 0.02 <
950 0.50% 79.90% 0.026 4.219 3.127. 0.025 3.983 0.026 0.026 0.02 <
960 0.50% 80.40% 0.026 4.245 3.152 0.025 4.010 0.026 0.026 0.02.<
970 0.50% 80.90% 0.026 4.272 3.177 0.025 4.036 0.026 0.026 0.02 <
980 0.50% 81.40% 0.026 4.298 3.203 0.025 4.062 0.026 0.026 0.02 <
990 0.50% 81.90% 0.026 4.324 3.228 0.025 4.089 0.026 0.026 0.02 <
1000 0.50% 82.40% 0.026 4.351 3.253 0.025 4.115 0.026 0.026 0.02 <
1010 0.40% 82.80% 0.021 4.372 3.273 0.020 . 4.136 0.021 0.021 0.02 <
1020 0.40% 83.20% 0.021 4.393 3.293 0.020 4.157 0.021 0,021 0.02 <
1030 0.40% 83.60% 0.021 4.414 3.314 0.020 4.178 0.021 0.021 0.02 <
1040 0.40% 84.00% 0.021 4.435 3.334 0.020 4.199 0.021 0.021 0.02 <
1050 0.40% 84.40% 0.021 4.456 3.354 0.020 4.220 0.021 0.021 0.02 <
1060 0.40% 84.80% 0.021 4.477 3.374 0.020 4.242 0.021 0.021 0.02 <
1070 0.40% 85.20% 0.021 4.499 3.394 0.020 4.263 0.021 0.021 0.02 <
1080 0.40% 85.60% 0.021 4.520 3.415 0.020 4.284 0.021 0.021 0.02 <
1090 0.40% 86.00% 0.021 4.541 3.435 0.020 4.305 0.021 0.021 0.02 <
1100 0.40% 86.40% 0.021 4.562 3.455 0.020 4.326 0.021 0.021 0.02 <
1110 0.40% 86.80% 0.021 4.583 3.475 0.020 4.347 0.021 0.021 0.02 <
1120 0.40% 87.20% 0.021 4.604 3.496 0.020 4.368 0.021 0.021 0.02 <
1130 0.40% 87.60% 0.021 4.625 3.516 0.020 4.389 0.021 0.021 0.02 <
1140 0.40% 88.00% 0.021 4.646 3.536 0.020 4.410 0.021 0.021 0.02 <
1150 0.40% 88.40% 0.021 4.668 3.556 0.020 4.431 0.021 0.021 0.02 <
1160 0.40% 88.80% 0.021 4.689 3.577 0.020 4.452 0.021 0.021 0.02 <
1I70 0.40% 89.20% 0.021 4.710 3.597 0.020 4.473 0.021 0.021 0.02 <
Project Description
Project File
Worksheet
Flow Element
Method
Solve For
Input Data
. Mannings Coefficient
Channel Slope
Diameter
Discharqe
Results
Depth
Flow Area
Wetted Perimeter
Top Width
Critical Depth
Percent Full
Critical Slope
Velocity
Velocity Head
Specific Energy
Froude Number
Maximum Discharge
Full Flow Capacity
Full Flow Slope
Flow is subcriticaL
07/23/06
01:16:30 AM
3" PIPE WI 1/2 SWALE FLOW (25YR)
Worksheet for Circular Channel
f:lprojectslhaestadlllowmaster filesl3464sw1. 1m2
LOT 10 PIPE - 25YR
Circular Channel
Manning's Fonnula
Channel Depth
.0.013
0.020000 ftllt
3.00 in
0.13 cfs
0.22 ft
0.04 ft'
. 0.59 II
0.17 ft
0.22 It
86.14
0.020012ft1lt
2.89 ftls
0.13 ft
0.35 ft
1.00
0.13 cis
0.12 cis
0.021644 ftllt
.'
RECEIVED
By~
Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666
FlcwMaster v5.13
Page 1 oj 1
, .
Proiect'Description
Project File
Worksheet.
Fiow Element
Method
Solve For
I nput Data
Mannings Coefficient
. Channel Slope
Left Side Slope
Right Side Slope
Discharoe
Results
Depth
Flow Area
Wetted Perimeter
Top Width"
Critical Depth
Critical Slope
Velocity
Ve.locity Head
Specific Energy
Froude Number
Flow is subcriticaL
07/23/06
01:18:07 AM
LOT 10 SWALE " 25YR
Worksheet for Triangular Channel
f:\projects\haestad\llowmaster files\3464sw1.fm2
LOT 10 -25YR .
Triangular Channel
Manning's Formula
Channel Depth
0.030
0.010000 ftllt
. 3.000000 H : V
3.000000 H : V
0.25 cis
0.26 It
0.20 IF
1.65 .ft
1.56 It
0.21 fl
0.029708 ftlft
1.23 ftls
0.02 fl
0.28 It
0.60
. RECEIVED
...,.
By:
Haestad Methods, Inc. 37 BracJ.tside Road Waterbury, CT06708 (203) 755-1666
FlowMaster v5.1:3
Page 1 01 1
.'
,
>
"
;
.~~ 0:
r
Oivision o( Ch~8f Deputy f",.
lane Count.y Deeds and RecQ1" ';.
ReCORDING REQUESTED By
FIDELITY NATIONAL TITLE COMPANY OF OREGON
'"111111111111 """1111111"11 11111111111111 III
00771"3320"6"""1"87""20024
RPR-llffD Cnl:1 Sln~ c~~J;~/~~6 12:39:31 PM
$10.00 $11.00 $10.00
2005.00J087
$31.00
GRANTOR'S NAME
James D. Wynne and
Robert F, Myers, aka Bob Myers and Geraldine R: Myers
GRANTEE'S NAME
Tuan Sui
SEND TAX 5TA TEMENTS To:
T uan Sui
85903 Bailey Hill Road
Eugene, OR 971-05
AFTER RECORDING RETURN TO:
Tuan Sui
85903 Bailey Hill Road
Eugene, OR 97405
::'I"At..:l: AbUVl:. I Ml~ LII~l: rUM Hl:l.UHUcM::' u::.c;;'
STATUTORY WARRANTY DEED
James D. Wynne, as to a undivided 50% interest and Robert F. Myers, aka Bob Myers and Geraldine R. Myers, as to
an undivided 50% interest.
Grantor, conveys and warrants to
Tuan Sui,
Grantee, the following described rezl property, "fres and clear of encumbrances except as specifically set fGfth below,
situated in thfJ County of Lane, State of Oregon;
SEE EXHIBIT ONE ATIACHED HERETO AND MADE A PART HEREOF
Subject wand excepting:
Rights of the Public, Eas.aments, COvl;nants, Conditions and Restrictions of recofd, if any.
THIS INSTRUMENT WILL NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOlATION OF
APPLICABLE lAND USE lAWS AND REGUL~TIONS. 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.
THE TRUE AND ACTUAL CONSIOERATION FOR THIS CONVEYANCE IS $200.000.00' (See ORS 93.030)
.50% of which is paid to an accommodator as part of an .IRC 1031 exchange
AFTER RECOROING RETUP.N TO
FIDELITY NATIONAL TITl.E INSURANCE
COMPANY OF OREGON
BOO WILlAMETTE ST., #500
EUGENE, OR 97401
{-- ~i~
;;;;'5 o. Wynne' -
~~~~~
i '. ~ - jJ !?1/A-f'A-(
~e'5.1
--
DATED: January 5, 2006
STATE OF OREGON
COUNTY OF LANE
RE:CEIVEC
This instrument was acknowledged before me on
Januarv 5. 2006
r~ .. u ml~~scA;:?~ ~
C P Me ClOSKEY I
. ~ NOTARY PU auc. - ORE. GOO (1
~ CWMISSlONNO.361873 . ()
_ _M!c~s~~~IRfSOCT.2Q.~ ~
By:
~, l~-O ~
by James D. Wvnne. Robert F. Mvers, aka Bob Mvers
and Geraldine R. Mvers ~~
NOTARY PUBLIC FOR OREGON 1.0 /.-. -I AI _.-/
MY COMMISSION EXPIRES: II I ~ 1'-' Of'
FORO-313 (Rev 2(96)
STATUTORY WARRANTY DEED
l%vt _ 511158 IJ,
';"_~~h
?
Escrow No. Ql-511758.CM -46
lid" Order No. 00511758
,
EXHIBIT ONE
PARCEL I:
Beginning at a Point on the North line of the Robert E. Campbell and wife Donation land Claim No. 59 in Township
17 South, Range 3 West of the Willamette Meridian. 24'81.2 feet West of the Northeast corner of said Donation land
Claim, which Point of Beginning is also 80 feet East of the Northeast corner of County Survey No. 1015: thence
running South 711.6 feet, parallel to the East line of County Survey No. 1015; thence East 112 feet, parallel to the
South line of said Donation Land Claim No. 59; thence North 711.6 feet, more or less. to the North line of the said
Robert E. Campbell and wife Donation Land Claim No: 59; thence West 112 feet to the Point of Beginning, in Lane
County, Oregon.
EXCEPTING THEREFROM that portion thereof conveyed by Stanley C. Broaddus, et al to the State of Oregon by and
through its State Highway Commission by deed recorded April 17, 1959, Reception No. 65337, Lane County Deed
Records, in Lane County, Oregon.
ALSO EXCEPT that portion thereof conveyed to Lane County, Oregan, by Stanley C. Broaddus and 1ma G. Broaddus
by Deed recorded June 23, 1959, Clerk's File No.71244,and Rhoda S. Price by deed recorded June 23,1959 Clerk's
File No. 71243, Lane County Deed Records, in Lane County, Oregon.
ALSO EXCEPT that tract to Lane County, Oregon for Fairview Drive by deed recorded by March 16, 1961, Clerk's File
No. 26236, Lane County Deed Records, in Lane County, Oregon.
ALSO EXCEPT: Beginning at a Point on the Northerly right~of~way line of Fairview Drive, said point being 220.81 feet
South 00 47' West and 80.0 feet South 8go 56' 10" East of the Northeast corner of Block 7, FIRST ADDITION T9
CENTENNIAL GARDENS, as platted and recorded in Book 38, Page 14, Lane County Plat Records; running thence along
said Northerly right-of~way lins, South 890 56' 10" East 112.0 feet; thence North 00 47' East 120.0 feet; thence
North 890 56' 10" West 112.0 feet; thsnce South 00 47' West 120.0 feet to the Point of Beginning, in Lane County,
Oregon.
PARCEL II:
A tract of land in Section 27, Township 17 South, Range 3 West of the Willamette Meridian, more particularly
described as follows: Beginning at the Northeast carner of that property described in Recl131, Instrument #6550,
Lane County Deed Records, which point is 2369.2 feet more Of less, West of the Northeast comer of Robert E.
Campbell Donation Land Claim No. #59; thence Southerly, along said line, 711.6 feet, more or less, to the North line
of Fairview Drive; thence Easterly, along said Fairview Drive, 10 feet, more or less, to the Southwest corner of that
property described in Book 331, Page 63, s2id Deed Records; thence Northerly, along said property line, 710.6 feet,
more or Jess, to the Northwest corner of said property; thence Westerly 10 feet, more or less, to the Point of
Beginning, in lane County, Oregon.
EXCEPTING any part of the above described property lying South of a line 120 feet from and parallel to the North
right-at-way line of Fairview Drive .and excepting any part North of the South right-of~way line of the Q Street
Floodway.
RECEIVED
'"..
By:
1r7-?;-ote
~'...~~_._,_ _~n""'"
,._-~-~
"
.,
.'
--"p'"
, .
,
,. American Title Group
Est. TOw No. 00025766
WARRANTY DEED (lNDlVIDUAL)
DELAINE 'R MEYER, herein called grantor, convey(s) to TUAN nUl, Crantee, all that real property situated in
the County of L.ANE, Slate of Oregon, described as:
See Exhibit A attached hereto and made a part hereof.
and covenant(s) thai grantor is the owner of the above described property free of all encumbrances except
COVENANTS, CONDITIONS, RESTRICTIONS, AND EASEMENTS OF RECORD.
and will warrant and defend the s.;:nne against all persons who may lawfully claim the same, except as shown above.
The .true and actual consideration for this transfer is SI 45.000.00..
Dated January 3,2006,
~~-~
DELAINE R. MEYER 6 -
$T A TE OF OREGON, County of LANE) SS.
On IhisC\Jtt..n..lULr ~ 1-, ;{oD<'.o personally appeared the above named DELAINE R. MEYER and
acknowledged the foregomg instrument to be HER voluntary act and deed.
"-.-'_h__'::--;';:;,~,~;S~~ -- .".
A. . _ GlNAlLARSON
'~':" \ NOTARY PUBLIC -OREGON
:..?iJ. COMMISSION rlO. 374108
I MYCOMI.llSSlIDI EXPIRES JANUARY 28. 2008:"
-. ....-:::,:;.:.7,S1ttJiffiftr1clude cash plus all encumbrances existing against the property to which the
property remains subject or which the purchaser agrees to payor assume.
Before me: ~
4 ~ I'd ){#I / U""--
Notary Public for O)o!aON /.
My commission expires: 1/J---at08'
WARRANTY DEED (INDIVIDUAL)
STATj;-t:\r-_t:\D.CCC."'_..
I Division of Chi.f
Lane County D..ds
Deputy Clerk
and Ra(:ords
2~~D.~~1~~8
DELAINE R. MEYER
TO
Coun
I,
on th
01c1o(
1111111111111111111111111111111111111111111111111
0077103T200600010BB002002B 01/0612006 12:39:31 PM.
RPR-OEED Cnt=1 Stn=5 CASHIER 04
$10.00 $11.00 $10.00
$31.00
Send Tax Statements 10:
TUAN BUI _
'f/SCJ~3 i3a,lc,/ J./tlll&.
~<:f'<', {),i! 0?'i1>5
W
After Recording Return to:
PACll<'tC NORTHWl!:ST TlTU: OF LANE
COUNTY, LLC
S60 COlINTRY CLUB PARKWA Y
,SUITE 110
EUGENE. OR 97401
Title
Bv
Deputy
RECE:IVED
I.,.
By:
~ ~ ~3~V7
_ \/ioicnFonnSOlXDORRtw.OlIZ'J.ll
.__~__._________"~._.,___~_~!nl:::I:l:l~~_____~,_.~.".w~..._ c.."1:;lI::;:I:=~~.wml_,__.__~~" __.~::l__...,_~.u, .,,_...___~__~
,
.'
.
,.
>
o
Exhibit A
BE~INNINC at a point DII ~hc Nortl1linc urthe Robert E. Campbell and wife D.L.e. No. 59 in Township 17 South, RangeJ'
West of the WiIIllrnette Meridian, 2280 feet West of the Northeast corner of said D.LC., thence Soulh 710.6 fect, thence West
p.uallcl to the South line of said D.L.e. 75 feet, thence North 710.6 feet to the North line of said D.L.C., thence East 75 feet to
the place of beginning in Lane County, Oregon.
EXCEPTING therefrom that portion conveyed to the State ofOrcgori by deed recorded ,July 26,1956, Reception No. 90751:
ALS? EXCEPTING that portion conveyed to Lane County by deed rcco.ded June 22,1959. Reception No. 71163.
RECI:IVED
"'I
By:
~ '23~~
'~~.me..~';"_~"fLL,.,,____~~~.~,~__..r::.~""'~ .........~_.~~
..
It
Fidelity National Title Company of Oregon
800 Willa mette, Suite 500. Eugene, OR 97401
(541) 683.5422. FAX (541) 344-4534
PRELIMINARY REPORT
ORDER NO.: 00-710953-46
TITLE OFFICER: David Forstrom
TO: Poage Engineering & Surveying, Inc.
ATTN: mkaiser@poage.net
990 Obie Street
Eugene, OR 97402
OWNER/SELLER: Tuan Bui
BUYER/BORROWER:
PROPERTY ADDRESS: 17-03-27-31-03601,3600,1 000,900,springfield, OR 97477
EFFECTIVE DATE:
July 17,2006,05:00 P.M.
1 . The policy and endorsements to be issued and the related charges are:
Report Only
AMOUNT
To Come
PREMIUM
200.00 Partial Billing
2. THE ESTATE OR INTEREST IN THE LAND HEREINAFTER DESCRIBED OR REFERRED
TO COVERED BY THIS REPORT IS:
A Fee
3. TITLE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN:
Tuan Bui
4. THE LAND REFERRED TO IN THIS REPORT IS SITUATED, IN THE CITY OF
SPRINGFIELD, IN THE COUNTY OF LANE, STATE OF OREGON, AND IS DESCRIBED
AS FOLLOWS:
SEE EXHIBIT "ONE" ATTACHED HERETO AND MADE A PART HEREOF
DK\dk 07/26/2006
RECEIVED
"
."'1; -..;
By:.
~ --B{/p
I ()f 1 f~
0.'\
I
Order No. 00-710953-46
EXHIBIT "ONE"
PARCEL I:
Beginning at a Point on the North line of the Robert E. Campbell and wife Donation Land Claim
No. 59 in Township 17 South, Range 3 West of the Willamette Meridian, 2481.2 feet West
of the Northeast corner of said Donation Land Claim, which Point of Beginning is also 80 feet
East of the Northeast corner of County Survey NO.1 015; thence running South 711.6 feet,
parallel to the East line of County Survey No.1 015; thence East 112 feet, parallel to the
South line of said Donation Land Claim No. 59; thence North 711 .6 feet, more or less, to the
North line of the said Robert E. Campbell and wife Donation Land Claim No. 59; thence West
112 feet to the Point of Beginning, in Lane County, Oregon.
EXCEPTING THEREFROM that portion thereof conveyed by Stanley C. Broaddus, et al to the
State of Oregon by and through its State Highway Commission by deed recorded April 17,
1959, Reception No. 65337, Lane County Deed Records, in Lane County, Oregon.
ALSO EXCEPT that portion thereof conveyed to Lane County, Oregon, by Stanley C. Broaddus
and Ima G. Broaddus by Deed recorded June 23, 1959, Clerk's File No.71244,and Rhoda S.
Price by deed recorded June 23, 1959 Clerk's File No. 71243, Lane County Deed Records,
in Lane County, Oregon.' .
ALSO EXCEPT that tract to Lane County, Oregon for Fairview Drive by deed recorded by
March 16,1961, Clerk's File No. 26236, Lane County Deed Records, in Lane County, Oregon.
ALSO EXCEPT: Beginning at a Point on the Northerly right-of-way line of Fairview Drive, said
point being 220.81 feet South 0047' West and 80.0 feet South 89056' 10" East of the
Northeast corner of Block 7, FIRST ADDITION TO CENTENNIAL GARDENS, as platted and
recorded in Book 38, Page 14, Lane County Plat Records; running thence along said Northerly
right-of-way line, South 890 56' 10" East 1.12.0 feet; thence North 00 47' East 120.0 feet;
thence North 890 56' 10" West 112.0 feet; thence South 0047' West 120.0 feet to the
Point of Beginning, in Lane County, Oregon.
PARCEL II:
A tract of land in Section 27, Township 17 South, Range 3 West of the Willamette Meridian,
more particularly described as follows: Beginning at the Northeast corner of that property
described in Reel 131 ,Instrument #6550, Lane County Deed Records, which point is 2369.2
feet, more or less, West of the Northeast corner of Robert E. Campbell Donation Land Claim
No. #59; thence Southerly, along said line, 711.6 feet, more or less, to the North line of
Fairview Drive; thence Easterly, along said Fairview Drive, 10 feet, more or less, to the
Southwest corner of that property described in Book 331, Page 63, said Deed Records; thence
Northerly, along said property line, 710.6 feet, more or less, to the Northwest corner of said
property; thence Westerly 10 feet, more or less, to the Point of Beginning, in Lane County,
Oregon.
Excepting any part of the above described property lying South of a line 120 feet from and
parallel to the North right-of-way line of Fairview Drive and excepting any part North of the
South right-of-way line of the Q Street Floodway.
RECEIVED
.. .
.'-1 I" .toi
By:
Order No. 00-710953.46
AS OF THE DATE OF THIS REPORT, ITEMS TO BE CONSIDERED AND EXCEPTIONS TO
COVERAGE IN ADDITION TO THE PRINTED EXCEPTIONS AND EXCLUSIONS IN THE POLICY
FORM WOULD BE AS FOLLOWS:
GENERAL EXCEPTIONS:
1.
Taxes or assessments which are not shown as existing liens by the records of any taxing
authority that levies taxes or assessments on real property or by the public records,
proceedings by a public agency which may result in taxes or assessments, or notices of
such proceedings whether or not shown by the records of such agency or by the public
records.
2.
Any facts, rights, interests or claims which are not shown by the public records but which
could be ascertained by an inspection of said land or by making inquiry of persons in
possession.
3.
Easements, or claims of easements or encumbrances, not shown by the public records,
reservations or exceptions in patents or in acts authorizing the issuance thereof, water
rights, claims or title to water.
4.
Discrepancies, conflicts in boundary lines, short~ge in area, encroachments or any other
facts which a correct survey would disclose.
5.
Any statutory liens for labor or material, including liens for contributions due to the State
of Oregon for unemployment compensation and for worker's compensation, which have
now gained or may gain priority over the lien of the insured deed of trust, which liens do
not now appear of record.
SPECIFIC ITEMS AND EXCEPTIONS:
6.
Property taxes, which are a lien not yet due and payable, including any assessments
collected with taxes to be levied for the fiscal year 2006-2007.
7.
City liens in favor of the City of Springfield, if any.
There are no liens as of July 17, 2006.
8.
Rights of the public and governmental agencies in and to any portion of said land lying
within the boundaries of streets, roads and highways.
9.
Easement(s) for the purpose(s) shown below and rights incidental thereto as granted in a
document.
Granted to:
Purpose:
Recorded:
Affects:
City of Eugene
Electric Distribution
October 14,1937, Recorder's No. 55266
Blanket easement.
RECEIVED
rrA.':
'....
S.\!'
. J"
-"
Order No. 00-710953-46
10. Limited access as set forth in deed from Arnold E. Meyer and Jessie Meyer to the State
of Oregon, by and through its State Highway Commission, recorded July 25, 1956,
. Recorder's No. 90751 which provides that no right of easement or right cif access to, trom
or across the State Highway, other than expressly provided for, shall attach to the
abutting property.
Affects:
1-105
11. Limited access as set forth in deed from Raymond W. Steele and Barbara N. Steele to the
State of Oregon, by and through its State Highway Commission, recorded March 23,
1959, Recorder's No. 62985 which provides that no right of easement or right of access
to, from or across the State Highway, other than expressly provided for, shall attach to
the abutting property.
Affects:
1-105
12. Easementls) for the purpose(s) shown below and rights incidental thereto as granted in a
document.
Granted to:
Purpose:
Recorded:
Affects:
Pacific Power & Light Company, a corporation
Electric Distribution
February 7, 1962, Recorder's No. 58786
Blanket easement
13. Easement(s) for the purpose(s).shown below and rights incidental thereto as granted in a
document.
Granted to:
Purpose: ,
Recorded:
Affects:
Pacific Power & Light Company, a corporation
Electric Distribution
February 7, 1962, Recorder's No. 58787
Blanket easement
14. Easement(s) for the purpose(s) shown below and rights incidental thereto as granted in a
document.
Granted to:
Purpose:
Recorded:
Affects:
City of Springfield
Sanitary sewer .
January 7,1977, Recorder's No. 77-01125
Westerly 10 feet .
15. Easement(s) for the purpose(s} shown below and rights incidental thereto as granted in a
. document.
Granted to:
Purpose:
Recorded:
City of Eugene
Pipelines
November 3,~1977, Recorder's No. 77-70551
Easementls) for' the purpose!s) shown below and rights incidental thereto as granted in a
::::::nt:: City of Eugene R E eEl V ED
Purpose: Pipelines
Recorded: November 3, 1977, Recorder's No. 77-70552
16.
".'.1;
"..,;.
By:'
.n--:~
Order No. 00-710953-46
17. Easement(s) for the purpose(s) shown below and rights incidental thereto as granted in a
document.
Granted to:
Purpose:
Recorded:
City of Eugene
Pipelines
March 13..1978, Recorder's No. 78-16506
18. Easementls} for the purpose(s! shown below and rights incidental thereto as granted in a
document.
Granted to:
Purpose:
Recorded:
Affects:
City of Eugene
Construction Easement
March 15,1978, Recorder's No. 78-17261
Northerly 300 feet
19. A deed of trust to secure an indebtedness in the amount shown below, and any other
obligations secured thereby
Amount:
Dated:
Grantor:
Trustee:
Beneficiary:
, Recorded:
$433,010.00
January 5, 2006
Tuan Bui
. West Coast Title & Escrow Company
Cascade Capital Partners, Inc.
January 6, 2006, Recorder's No. 2006-001089
An assignment of the beneficial interest under said deed of trust which names:
Assignee:
Recorded:
NOTES:
Northwest Bank
January 18, 2006, Recorder's No. 2006-003489
END OF ITEMS AND EXCEPTIONS
YOU Will BE REVIEWING, APPROVING AND SIGNING IMPORTANT DOCUMENTS AT
CLOSING. lEGAL CONSEQUENCES FOllOW FROM THE SELECTION AND USE OF THESE
DOCUMENTS. THESE CONSEQUENCES AFFECT YOUR RIGHTS AND OBLIGATIONS. YOU
MAY CONSULT AN ATTORNEY ABOUT THESE DOCUMENTS. YOU SHOULD CONSULT
AN ATTORNEY IF YOU HAVE QUESTIONS OR CONCERNS ABOUT THE TRANSACTION
OR ABOUT THE DOCUMENTS. IF YOU WISH TO REVIEW TRANSACTION DOCUMENTS
THAT YOU HAVE NOT YET SEEN, PLEASE CONTACT THE ESCROW AGENT.
Note A.
Note B.
Property taxes for the fiscal year 2005-2006, Paid in full.
Amount:
Account No.:
Map No.:
Levy Code:
$998.42
0230589
1703273100900
19-03
RECEIVED
Note C.
Property taxes for the fiscal year 2005-2006, Paid in full.
I,..
Amount:
Account No.:
Map No.:
Levy Code:
Affects:
$117.43 By'.
4102990
1703273100900
19-03
Mobile home in the name of the vestees herein
. .
Note D.
Note E.
Note F.
Note G.
Note H.
Property taxes for the fiscal year 2005-2006, Paid in full.
Amount:
Account No.:
Map No.:
Levy Code:
$131.74
0230597
17032731 01000
19-00
Property taxes for the fiscal year 2005-2006, Paid in full.
Account No.:
Map No.:
Levy Code:
0230902
17 03 27 31 03600
19-03
Property taxes for the fiscal year 2005-2006, Paid in full.
Amount:
Account No.:
Map No.:
Levy Code:
$7.98
1175460
1703273103601
19-00
There are no judgments of record against Tuan Bui.
There are no tax liens of record against Tuan Bui.
Order No. 00-710953-46
RECEIVED
'ali ,..-.
Bv:
....
EXHIBIT A
AMERICAN LAND TITLE ASSOCIATION LOAN POLICY 110-17-921 and
AMERICAN LAND TITLE ASSOCIATION LEASEHOLD LOAN POLICY (10-17.921
SCHEDULE OF EXCLUSIONS FROM COVERAGE
The tollowil1ll matten; Il'lI Ixprassly aKcludlod from th" eoverage of this policy and the Compllny will not
ply !Q# or damlgl, costs, ,tWrmy't; fHS or IXpensllS which 'Iris. by rulon 01:
1. (I) Any lIiw. ordinance or gOV1lmmenu' ril11ulation (inc:luding butnot fimited to building and zoning laws,
ordinllnc:as, o'rfIgulatioIWl restricting. pnlhibiting orrelliting tolil thlloccullar'IeY. usI,oranjoyml!'ltof
tho land; liil tha charlctor, dimona\ons or location of any improvomont now or h01ll1 lterarectlldon tha
Ilnd:/iii) lliIIperation In oWl'\el"!:hiporlChsnllairlthldimllnsiQm or'flllofthollind or any plrcllot
which the lend i$" or wu II pan; or (ill) Invironmantll p~ction, or thllllff&ct of .ny violation of tn.n
laws. ordiNncu or gOV1lmmllntll ~w.tiol1$, exclpt to the IXtlInt thlIt II notico of the Inftll'l:lmlnt
thoracfor. notice of. dotect,liBn orancumblllnca resulting from. violnion oralJe,gad violation
Iffllcting the land hu been nocorded in thlI public nocord. It Due of Policy.
Ib) AnygClvernmentel police powernCltexeluded by (a) Ibove, excepttCl!heextllnttheta noticeoflhe
exercise thereol or I noticl of. defact. lien or encumbrencl nosulting from a violation, or elleged
violationaffectij,gthelllndhasbeennocordadinthepublicno~rd..ID.teofPolicy.
2. Rights of eminent domain unllllSS n(uice of the exercise Ihllroof hI$ bMn rttCorded in the public records
at Dete of Polioy, but not excluding fromcover:ageany telting which hesoccumld prior to Dam of PClrIC:y
whi<:hwould be binding on the rightlE ofspurcheserforVllluewitl'lout!r.nowledge. .
J. Defect$, liens, encumbr.ncec, .dve.....cl.im., orotherm.tters:
1.) cno.ted, suffered, .seumad or Iltnoed to by the in$ul'lld .::laimlnt;
(bl nolknown to the CClmpany, nol re~rded in the public I'llCClrdS et o.ta of Policy, but known to
lheinsumclaimlnllndnotdi::.::lClnd in writing to the Compsny by theirJ$urad cllim.nt pnortothe
datBtheinsuradclllimlntbe.carnelniMlJredunderlhispCllicy;
(c)rasulting in no lose ordamaga to the insunod.::laim.nt
(d) attllching or created cub.equentto Dlte of Policy, or
(el rUulting in Iou or damage whid'l would not haw been .UStlIined if the insured claim.nt had peid
value for Ihll IIStetD orintll!'$St insul'lld by this policy.
4. Unenfarclllbility of the lien of the inrured mortglge because of the in.lbinty or fa~ure of the insured at
Date of Policy, or m. inability or feilul'll Clf any wbnquent owner Clf the indebtednes., to comply with
cpplicab!. doing bUiinon laws of the ctltD in which thlIland is sm...tDd.
5. Invllidity Clr unllnforceebUity of the lion of thl insum mortgsg., Clr claim thar.of, whieh ens.s out of
the nnnctiCln evW.ne.d by the il'\$ured mortgag., snd = band upon U$ury orsny eorn;umer credit
protlletion ortJuth in landing law.
6. Any ctltlJtory Iian for c.rviees, IabClr or materillb lor thlI elaim of priority of any .tlItutcry lien for
.ervicu, labor or mstarills over the lie" of tha intured mortgag.larising m:.m an improvement or wor!<.
related to tl'leland whichi:: conll'aeted for and eomm.nced subcequenl to Date ofPoliey cnd is ncl
fll1anca.O in wholll Clr in part by proceeds of tha indabtedne$$ .ecurad by tha insured mortgage which
II Datil of Policy thai!'llul'lld huadvanca.Ooril"obliglted toldvanca.
7. Any claim which Iris.. out of the II'lnnction craating the interNt 01 the mol'tltagee insured by this
policy, by IlIllsCln of the oper:ationoffeder:aJbankruptcy,S'tlItllinsolvency. or.imilar c;reditorl' rightt
laWII,thatis b..ed en:
(i) the trlnsacrion creating the intDrwt of the insured mol1Ollge. being deemlKlI fraudulantconveyance
or fraud...lenttrlnrier;or
(ii) the cubordination of the intarest of the insul'lld mortglgllll ualesultoftheapplieation of the
doctrine of equitable cuDClrdiNtion; or
liliI the II'Il'l$lIetion creating thBintanmofthoinct.lRd mortgagllllbeill\l deemed a preferentillll'ansfer
exctptwharathBpra"ranlial tranrilrn!l$l.lIts from the feilure:
(IJtotimeIYl'llcordthaiITStnJmentoftransfllr;or
(b)of....ehre~rdationtoimpartneticetollpurchacerforvllu.orajudgem.nlorli"ncradilor.
AMERICAN LAND TITLE ASSOCIATION OWNER'S POLICY 110-17-921 AND
AMERICAN LAND TITLE ASSOCIATION LEASEHOLD OWNER'S POLICY (10-17-92)
SCHEDULE OF EXCLUSIONS FROM COVERAGE
Thefellowing m.tIllrsareexpreuly excluded Irom the cowragecfthis policy and theCompenywill nol
pay Ion or damege, =m, ettomey's fIes or txpens.. which arise by reason of:
1. lal Any law, ordiNnce or governmental regulation !including butnot Iimintd !I;I building and zoninlt Ia~,
erdinancel, orreg...lations) rectricling, prohibiting err.lating toliJ the occupancy, w:e, or enjoyment ef
Iheland: liil thll character, dimensions Clrlo<;:alion of any improvemlnt now or here aftllrerectadonthe
land; (Iii) lceplll1ltion in ownerlhipora chlnge in the dimension: ortrea of the land oran yplrcelof
which the land is or was a Plrt; Of (Iv) environmentel protection, or the effect of any violalion.of the..
lews, ordinanoes orgovemmental ragulatiClns, except tD the axtent IhItl notice of the 1_______
Iheraof or e notice of a defact.- lien Of encumbr:ance I'llSU!ting from a violatiCln or Illeged violation
a""cting tl'leland h.. been recorded iOthepubr.e racord; at Dati of Policy.
(bJ AnygovemmentDlpoliee power not excluded by (I) aboVll. exoepttoth. extentlhltanotic.ofthe
exercise theraof ora notice of a daleet. lien or encumbrance rasulting from Ii violation Of Sntged
violation affecting the land he.bten reeClrded in th. public racords at Dam ofPoJicy.
2. Rights of eminent domain unle&l: notice oflhll exercise thelmllha. bllnracord8d In the public record.
at Datil of Policy, butnolaxcluding from coverage Iny tlklng which hasoccumld prier to Date of Po icy
which would be binding en the rights ofl purchl$erforvalUll withoutknewiedge.
J. oehlctlE, liens, encumbrlnces, adverse claims. or Clther matllln;:
la) craltad, sufh.rad, ..sumad or agreed to by tha insured claiment;
lbl net Ir.nown to Iha Compeny, not rllcorded in the public I1ICClrd:r at Date of Policy, but Imown tCl the
insured claimlntlncl notdi:cloa:ed in writing to the Company by the in:ured claimlnt prior to the cate
theinsuredclaimantbe.camlanin:ruredunderlhispoJicy:
leI ruulting in no Len or d.magt to the irmJred claim.nt;
Id) attachinl;l orcrlStld lubsequentto Date ClfPolicy, or
(el resulting in Ion ordamege which would nOlhlvabeen.U$tlIined iI the ins urad claimant his paid
value for the astlte or insured by this pelicy.
4. My claim which lri$as out of the II'll'l$lIctionVlltinlt in the Insured theKtllta orinta....t insured by
1hispCIlicy,bYI'llI"'noftheoper:ationoffadlr:albllnkn.Jptcy,StlItainsolvllncy,or~ilarcraditors'
riI;lht:rla~,thatisbasadon:
fiJ the tl'In::action cfllating the utete Of interwt inl'ured by this policy being dllllm"d . fraudulent
conv.yanceorfraudullnttJansfer;Clr
liil thtll'ansectioncTalting Ihelltltllorintefllltinsured by this policy baing deemed a preferential
tl'Insferexceptwheflltl'lepl'llfel'llntillll'lnslerl"lSult:rfromthefailura:
la) to timely racClrd the innrument or tnMfer; or
!b} Clf:ruchrD(:ordltion to impart notice 10 a purchaser for value ora judgement or nen c raditor.
The abClw ALTA policy forms may be iRuad to dford either Standlrd CCI"er:age or Elrtended Cowr:age.ln Iddition to the
lbove Exclusions from CovDrege. the Exceptions from Coveraga in a Stendaid Cowrilge poncy will also include the following
Gener:aJ Exceptions:
SCHEDULE B
GENERAL EXCEPTIONS FROM COVERAGE
This pCllicy dODS not insura altainst los. or damal;le (.nd the Compeny will not pay cosu, Ittomey.' hies or exptns..' which arise by reuon of:
I. Tax.sor _. which ere not shown u exis-ting IiIlns by thel'llCClrd. of any tlxinQ .uthority!hlt
raviestllxesorusassm.ntsenrlllllpropeltVorbythepublicra~rd.,proclledingsby.public agency
which may result in teXIS er IlSSllument$, or noticn of such procetding; whether or net S"hewn by the
reeord.elluchegencyorbythepubllcr.eords.
2. Any lact$, rights, intBl'NtS or claims which are nOI chown by the public ..cord. but which oould be
aseeruined by an inspection of Did land Clr by malting inquiry of perlons in po&SllSIion.
PART 1
3. enaments, or claim. of llIsements Clf Incurnbr:anc.es, not shown by the public records, reservations
or exceptions in patllnts or in acts avthorizinQ the il"S....ncIth.r:aof, WltlIr rights, claims or titlll to
wlter.
4. Oiscl'llpancies-, conflieuinboundarylinllS,:mortlgeinarea,.ncro_chments,oranyotherfactswhieh
_ eClfl'lletS"urvey would diselose.
5.Anystlltutoryliensforlaborormltllrial,includlngliensfor~ntributionsdUlltothllSteta~regonfof
unamployment ~mpensation ar. i.'Cir~""b""'00lTlP;-",etion;awhli:hiheVllrr.cwga1'~1ay gain
p~ritvOVllrthllr~nOftheinsUfln1Et;eClvpt:U
'ialf- ",.;,
By:
,
,
Fidelitv National Financial Grauo of Comosnies' Privacv Statement
July 1, 2001
We recognize and respect the privacy expectations of today's consumers and the requirements of applicable federal and state
privacy laws. We believe that making you aware of how we use your non-public personal information ("Personallnformation"),
an.d to whom it is disclosed, will form the basis for a relationship of trust between us and the public that we serve. This Privacy
Statement provides that explanation. We reserve the right to change this Privacy Statement from time to time consistent with
applicable privacy laws.
In the course of our business. we may collect Personal Information about you from the following sources:
From applications or other forms we receive from you or your authorized representative;
From your transactions with, or from the services being performed by, us, our affiliates, or others;
From our internet web sites;
From the public records maintained by governmental entities that we either obtain directly from those entities, or from
our affiliates or others; and
From consumer or other reporting agencies.
Our Policies Regarding the Protection of the Confidentiality and Security of Your Personal Information
We maintain physical, electronic and procedural safeguards to protect your Personal Information from unauthorized access or
intrusion. We limit access to the Personal Information only to those employees who need such access in connection with
providing products or services to you or for other legitimate business purposes.
Our Policies and Practices Regarding the Sharing of Your Personal Information
We may share your Personal Information with our affiliates, such as insurance companies, agents, and other real estate
settlement service providers. We also may disclose your Personal Information:
to agents, brokers or representatives to provide you with services you have requested;
to third-party contractors or service providers who provide services or perform marketing or other functions on our
behalf; and
to others with whom we enter into joint marketing agreements for products or services that we believe you may
find of interest.
In addition, we will disclose your Personal Information when you direct or give us permission, when we are required by law to
do so, or when we suspect fraudulent or criminal activities. We also may disclose your Personal Information when otherwise
permitted by applicable privacy laws such- as, for example, when disclosure is needed to enforce our rights arising out of any
agreement, transaction or relationship with you.
One of the important responsibilities of some of our affiliated companies is to record documents in the public domain. Such
documents may contain your Personal Information.
Right to Access Your Personal Information and Ability to Correct Errors or Request Changes or Deletion
Certain states afford you the right to access your Personal Information and, under certain circumstances, to find out to whom
your Personal Information has been disclosed. Also, certain states afford you the right to request correction, amendment or
deletion of your Personal Information. We reserve the right, where permitted by law, to charge a reasonable fee to cover the
costs incurred in res~onding to such requests.
All requests must be made in writing to the following address:
Privacy Compliance Officer
Fidelity National Financial, Inc.
4050 Calle Real. Suite 220
Santa Barbara, CA 93110
Multiple Products or Services
If we provide you with more than one financial product or service, you may receive more than one privacy notice from us.
apologize for any inconvenience this may cause you.
We
RECEIVED
'i.11 .....
By:
~':').."" ~-: ~,~ ......1 ...~,
"'v ,~,:J~-'*. u"..,,,.
), /L ,':':;'.. "1....... M08N/11!:1
'\I~~Q__ '\)/:':::::J ,-.~r_~#~...r
--::'::;_.~"" . _.~ . ~",,_,.l - '1'.~., r ,\"l
" Ifl ',".'.PH
I ...../1: { t'
~'.. t. 71..., \ .. \1 .~ t
, .. .~ ;: -......; . .. ~t .~ ~
.. "t II') ~ . to I"') oS l' .. "
~~I~"'" .....~..... ''YV'' :.,
1....... ~,..... "0 0
:1'. '. e....VN 0
..- = ..-
" ,-,L
.
,
'8
"
..\~
;
,~
~
ti
~
~
\
I
(1$
~-~-
I
I
I
I
I
lo~-t
I
I. I
I' : '~g~
~Ir~ '~ i
~ i ~ l
II iii I
i ,I
I' ,..
.. j I
I :~ : :
'" -
I ' ~\I;
, .
I ;I~
'I'
1-: ~
I . ! ,,\;
I~ II III ~N C 0
I -i. 0"0
k- I ~ ~~""''it-- , .a- ~
t- - --r- ~!-:~ \ ft~a .rM
lit \~ l~g.H <\::';~',,~
to- -r ~ l~~ ~,,,:W~.
~
~
~
"
~
..;
II
-
-
A""
".~.Sl.r'.r
~-~,.= --- L:.. ~L ~<..
_. - - - ---/:.
,"W';~ ".....,...,.,
i
8
"
..
d
o
z
...J
-a..
<[<[
r-~
~
ILl
ILl
(f)
~
.~
"
.;f>iS'''L.
'TI....~
.~~-- '" .I~....,g $
~
....f\'M: 1.........'1"
......ll%-"'p'-.....',,'S.
I
I
i
I
I
.......-.
'~:,.:~..:::?
~
(r~' '"'-
;", ."
....:...'7.~..:-. ,"
.
~
.
~
~
~
,
.1OIr'l'1 I'I""",H.l0i
r~~; g:
l .. f: ~ r'lO"l
, '" ci
L___. ____ , .'"',....'0 ~
.......-.,..., (.-...~
:> oj M~."""CI.'. 'J.
h "~ .~ ~ 81'1 ~
~';"~ ( v~
_ _ _ --.!. _.~L_
~I ..~......,...,.,
~.
.~ ~ u
i~a<(
.. - 5S~
ci
~.. '.'-
:l~~)""';;
L___~_____
..
..
~
'"
,~.~ f_~-.!n,p~E'EIVED
\', ~~ ~ ; ~ f J~m K L.. I
" "', \ . - c" zr a. ro L l dVl'l 335 ,
o ul 8 :g Z 'i. t'-
, .<~ ~
1- 4 ~ _ <U
Vl z.:!! u
'"
~
...-...-.......,
'..M'_'M _
.,
u
o~
o~
<Om
";,#~'"
".<>tf'f,~ t....,
~ .,0'
~~-"\:
'::-...._ ..:1
.Z".'l.'2"_""'.~.t>?,CI''''
f\
I
\
I~
~ I,
II I~
r-
\ 10
I':
. ~~
... ..
i \
\
('{
o
o
-
M,l.+."c"S
.=<
"'-#
;.;.- -:.~I.
L
,e '.'" ....~.
) .ou.a.OIl ~ .2f;t~~..:~~
~ .
~ r.r
,',~ f
~ ,.\;:;
c.' 0
::.~ ....
,,-...........QD<.'
<Xl
-
-
i
ii
on *
--5-
\l
I
~
, .
~~ ~
t~
,
"
.l
"
"
- ~
=..
'3~,__:,...,.,
,
. .
~r~
.: ~
O'
td;
;
.~ ,f:.
I 0.-{~,
t:~:7~,$
-.;
. .
,
~~f~
';:;".".1
.~
r-:-'~-'\ ! a
~ i-~l."'
ILl 'fl
>
lo:
1
<l:
IJ..
ao
. -
\ 0
N
N
~
..
.'
"
I "'.('-~<I'<l'-l
t~
.JIU
.
1'0
, 0
N
J
~' . .1;1
, U
~" 0<
',,"enot
" .....-,
~ 0 .I~
I\:'
"
,
0,
15'
,
o'
0'
....
I ,
,
Ir
.
,
-,
o
'"
,
o~
o
'"
D-:,t..::
..:.. ~)
,
o'
0'
...
_.~...........,-
- .".,
'~g
N
Ey~
u.
a~,
~~~
U')ci~
.W:lO,~ ./.
,-, (I (1
:..'"
. 0
N
,
. ,
~ ~ I
, '
, ,
, .
-'I".
!l
"
W-
i s:
. .
:(i
E
:l
~
~
"
::-
~~
E ~
a :l
u ~
,,-
-= 3
] g
" >,
-'"
>-
~
0...
~
o
u
WCl)
~ -o.g
t- 0 i3
l--( .2 .3
L.. ':l
r- .E -
.....:l OJ);j
--< .~
~
Z ~
~
o
>--<
t-
--<
Z
>-
t-
.......
.....:l
W
Q
........
lL.
o
.0
.0
:(i
.~ "'8
E "'
~ ';;3
"-1:
--0 8
.~ ~
,".
-
00
00
0<5""
o
o
\0
~S
;;;fIl
..... ....
N '"
l"'lv>
0_
.....<
...
~
.~
~
53
~E_
d.):.a
~ -
X .::: ::n:
S-~c.
i5. ~ "
-5 "'_ ::t
~ v,
:2 g
..Q'~
~ 'C
o "
~ >
" ~
-g2
E .q
~ -
.;:; :.E
,. "
o:.=::
-'" 0
r::: ~
u
v
-'"
~
~
E=
-~'--
.f
GENERAL NOTES
lAUBOlHlARYAN;lLOT~AAE'''F'PROl(U.t,rE.
2. COtHOIJlS ARl: !ASW ON CITr Of SF'R!NGfI(LO OArW It+.:
BENCHl,lA~U5EOlS"SQ"I.IRE"TT>'E:SOlJT~"'STCORNEROl'
AllClETOPOACKD>CURBDF"lAAU-RACKMlJClUV'ALTSTFltETS
lHE UEVA'lCI'l Of SAO SOIiARE IS '128.17,
J. TIlE Ul;TRO P\.AN OCS""'~T1OI; fOR nrs PROP(lUT AN;lALL
AllJJ\CE/lTPROf'ERTFSI:lLOWOUlSIlYI<!:$(l(N1L>.L,TtlSPROf'[NTT
..'O.....LMlJ..C(NTPROPtRT,(S..REZOIUlLOR(l-OWO(N$lTYll(Sl)E:N"T"'L)
~. NO WATERCOUR.ES (lOST ON THE SITe.
~ 111$ SITE IS OOTSOC if\[ Jo-rR Tlo€OI TR.<vELZOfIE"S
SH01'I'NOHr~WEllI'E:AOJ>ROTECIIOl<lAAUSWJ>.
8, "CCOOO1NOTOTI1ESCSSClLSUlvEYOl'l.ANECOUNTY},~SOtl
H~ i!1E ~~t~t~N; T~LSEl =ttUt~V~N~R(~ WATER
t~ET?i ~M~ ~:tohDEJ.~~llW,:;:VfWHW~S SlIOWN
1. TIESlTtISNOTLOCATEDw,n..rnE1OC-lEARF1.00DHAZARIlAAU
B. STOllMDlSPOS"LrORE"~lOTWUIJTI1EReETOTH(STREn
E~~~O~y~tJ;gt:'~f:t~t~(TOI:riiltt~f~~~Cl~ES III THE
~U~{f~~%~IT~~~ru;~i-WU~~S~\.sm
~~T~~~~:l)~BE~(~I~~~~~~~EI}..r'
n NOSTRUCTUltSI;XISIQNTHEI'IlOPDITY.
1\ s.o....-rAAl IS[WVlCOtN:CTll!lSWUBE'l.lDE IIlcao.ulTJONwmtlilULDNl
':',c.I'ElMTSFOREAallOT.
"~;;':'::OOFFS1H$HU:Tf1.()wOI'STOflM"'ATt"'II\.IoIOf'FR~ACIl055THl:15ITE.
?VJTREET UGH1lNOJ EXISTS FllR VI. QlJlAlT AS S>lCIW>l ASTllITTUQlTFCJI
FA~W'l.I.BEI<STAU.rorIlEQJlEIl.
1<. ~ :r~:u&r~~T.,;~~A~~l~,...S~,J,INCI.J.DlG.... ~lT~
15. :HREH fIlEts Wl.L BE .LA~TE~ '" cQloUJlo>Cno~ wITH "~IOUAl. LOT
DEVUO~TASSHO\IIN(!ONOUNI\LT.IOOFAIRVEW).
1Il.EX1STNlI'(lWDlIS(WEIlIEolI).lU)NI;:BOTHSlJESOf'FAIRYl(WAt.D~
ALONG OOTH:\US Of' If. ~lT AS S>Il'<rn. _" c.\TV TO FaHwt
b'iu"W~8vr~~~~~8&~~'cJ~~~
AS FlllHlVIS; TWO- 4 S;ON:ll.us'iOJ..Y~O<EVSEO- FOR F'(lWERl
HIREE ~ 2 CON:lUT~ (Ol-l.. Y 2 USE~. I.HJSto ONE: 5 FOR CATV)
(J;(-3-CCWLIT(TOBEUSEIIFOOf'HOt.El
'11. E~IS~RlGlfTOf'WA~DtllICATllHAN)PAVt4GK'IIOVE\V<TSo.o
AT n<tW(STEIl\.YEI(U(lARYOFU,XLDT>>OIFOOWfSTQI..tiO,LT
lVEIU:3~Al.r~FAsT>>noRllCLI---l)[-SACASS_NJrCITYPRtI..(CT
~-~~Erl~'~~~ CI..l--~t-SAC IS TO OEOlCATEO
Ill. AU.1lCEESOO'SHEAllE TOREllAtlLl<Tl.HlIVIIu,o,LLDT
lII!VELOPlolO(!.F'KOLOETDlWtATrJNOf'TllEERLUOVAl.OR
PllESEllVATIONSHAUTAl<EPU,CEWlTHI'(lMTSFOIl
MOWECOf/SmuCTlON,ATnt(OOCRtTIONOfn<EO"~
1~ ~~~W-1J~~T~~~~VE.O"'-~If~~r:~lSlON.
OWNER
TUANIIl.O
1;0 S. ,..t~ STRITT
SPRlNGI'IEI..O.OIl ~H77
ENGINEER/SURVEYOR
POAllEENGN:EI1rNOlcSLI'WHING,t.IC.
8'lOOSESTREn
EtlCOE.OR gH02
SOLAR ACCESS
LOTS l-8OF THlSstJSOI\'ISlO/olCOlAPl.YWITIlTf<E SOLAR
~C~~~~~COFSEfJ~E~5&~~~HA.ffi(:
.....~AFROt<TLOTLM:tJlIEHTEll'll'l~JOOEGllEIS
orTHETRlIEEAST-WESTAXlS.LOTS81O>>OOIlllT.
LEGAL DESCRIPTION
RETtRTOTI€PR~W.RTTm.EllO'ORT
SlAlIollTTto AS PAAT OF ncs APl'I..CATlCK
VARIES, ~ 0 ''''~ 1
~l ~r~:
_,,=: ~'Il
twMD~~ _____
(lIIs(:(r1'PAVN;;
Lor 9 - GRItSSY SWALE
CROSS SEcnON
NOSCJII.E
"
TENT A TI VET ~ ~ ~IBV~:I C A E(;EIVE
ASSESSOR'S MAP 17 03 27 31
SPRINGFIELD, LANE COUNTY, OREGON
JUNE 2006 . '
~:j ..Jl~, :~^M'~~~~\Q-
Tl200~~::----.4- .\WJ'J'l~
~I::~, -- -- o...if~-
~!~~~ _4~_~;:~ .--.ml~~-I~-
--fE:c':".~- wq: TL 701 --------
_ - -GISI1t!Oi l) 3 =. 1_______
",or LOT I LOT 2 '.'" se _
: ~9 O~8 SF 8,151 SF ~
-/i~~' -~ -~ "
,~
TllOO _At$. !i_~_$~
DS>Nw. I~
MAP 17 03 Z7 32 ?i.<?..m~: ~~ ..51'>'
TLO' ".,~= ~- · w: "
TL 02 \,1'.\ \""-'"",,_ . ~~M:~ .~,.: '.'{. t ~~~- ;fr
<..~ ~tl~\---\r ..'''.'.' 11'..> ". ~~~ rt:~~ xq,
.=r 'f ^~I! . - 'E>! ')6Q/r~ 0> I ..p
Vl~S'bb~2~~~;;'~I-=--- ii'IJ ['1'111 ~ I !Il;~ W ~ :r.:"~~~" !i-,:!!! .11"#
~ I II s" ~\1l8 LOT 8 l'l,o
..\,..,\ 'II' ~ \ II T 7 "" se 'I; ji
II ~ U8 I ", }1\l t Ilk~o~]il 0.' "" il:f
I 'II' !'j:iJU'r~ ~ ., \,
I ['u_ .~~. I~=. ,~/ TL800
'11 "'" :i D__ · ~"/, T 9. . _. ".H<.
~ - 170 - -. I '" 861 if' . =<T I
In J<!7J -..",,- -' -4~- uO' 27 'I 221ECL.bl c~ !NEWlllW[WAYTOLOTgISTO
"I I II - - 12' n --- -... POl)!Q r.'\f4'~_~. BE2C'WIOELml..ntlTER~CTS
" . f("<tt IJ....-.' - 0:lSI -V'fVr I Ttt;1S00'RA CDHEIlED
U 'Ji of'su<",....m . "'1\1/ ",,",SWAlE f rTllEM .J.(~
__IT Tl147' I D"$Nl.9M;$ 21'~'-"'-.J.J1 :!UlB...... InlE IS&\~D
~ d "THll..1NOJI'> ~ ...OU"" 'I' ll-ISSI-m I ONT Cl\S.
~ /1 I --=- III ~~j'~~:P::;UE ~ L~~I !~~~A:S:A: ,/ [AS 27'ATSTREET.
;" II I Tl102 I;!I TllOOl '4510Sf', .-f-~e405F ' r-
~ ~" f' NPtlLEPOrI~ 1
I I~ t;; --- or FVGLOJ. TL 700
I Tl146 l>12'rno -r~'''"^''''''' L
I I ~-'II'~ \f.1lI<~ ~"~~:"~' I' _":':~:'..,~~ TLOOD
I n...D..-illUlt'l EX" _\lE~ 5 ~_... SolDo
1_ _ _ .j,J.-,~ .~,~ i,'"1 ",; iIJ":'~""'-"'-'~~'I' ~
t._._.~~- -, . ~-,,=..__.El:~ i1';'.\t;"',~= 1) ~ EX 6' w_.
--EX .. -]-.....""'j""""~--.n; ----=~~~~- _
I -..:.,EX,~-o~~ ""~, fl- J ~~~;r.~~ =_:~ _~.~!~~~~~~~_~~L~!..~~!!~__.~~::r~2IY ~
II [.::,[ i.::.i - l.::.rr '-"~~ !.ll,! 1'\~~.D.i ..-= w
Tl ~5 Tl 3500 Tll200 t N TL 1301 TL 1400
f1A.p /'t4,p g EX....
,. POJ - - 170J
27J<! 27~;;!
A
.>>
'::""'.""h'''''''''''h':''.
- <'.~'"'' ""7-
Wit ;..;....':':" ;J'
SC^LE
r . 50'
,../
..
LOT 41
g.J~ SF I'
. Tl700
-\C ...
S "",,,,-r I
~ """"" Cl.UKlI;_OIllJC
I j' ~1'
Tl702
POAGE ENGINEERING & SURVEYING. INC.
ASSESSOR'S MAP 17-03-27-31 TAX lOT 900. 1000. 3601, l. PORTION OF 3800
P.O. BOX 2527 . EUGENE, OR 87402 . (541) 415-4505
JOB No. 34e4, OWN. BY CON OA TE: el7l0e
CADD FILE.. 34"'HEN1.GCD CO GO FILE.. 34e4
REV: 8-22-0e
'\
. VICINTIY MAP
.....oSCAL.E_
LEGEND
"~....."...."~~.~.......,~
, -
txJSTNl<:ulBSOESIOEWAU<
PllOPOSEDCLIlIISllEsnEWAU<
SOOJECT ~ROPERn B(lI.JI>,{lARY
-~-
PIIOf'OSEOPR(lP[}lTY\..t.l:
txJSTNC;STOfl:II(SlZEASSHOWH)
PllOPOSEOS......lE
PROPOSEOSTll!lI.lPPE(SIUAS $HOWN)
-D__OCI$l'NC:SJ.l,lTAIlT{SlZEASSHJVIN)
_5...._
PlIOPOSEOSA>.ITART.(SIZEAS SH;lVIN)
D:lSalaOVEJUElDPOWER(OHP)
ElOSTNl\INIEIIGfIQI.KI(IIG)POW[R
txlSTINCWATElILNE(SlZEASSl<<lWN)
PROPOSEDPl.B.lCWATEI1UlE:
PIlOPOSEOWAltRllEnR
EXISTTl'lf:lf1REHYORANT.
txJSl1foG.ppwI STRUTLCHT
EXlSTNC T1IE(...S NOTED (SEE IoIOTtS~
~
'I'
*
o
~
~~~EJ.,loREMM ~~'l~~
SH.O.OOWQFPOS5eLtFUTURt':HOUSEON
LOlg.SHOWNTOOETElMNECOIAPllA>.ICE
Wm;APPI.ll:Aa.EfiRE COOES.
D~
:_"L
I REGISTERED 1
PROFESSIONAL
L.AND SURVEYOR
--.J~
l JON^ fJ~.1~I~AKES J
U"IlE",OEcv.ao...,o..
rnPllU,
./
/'
SITE ASSESSMENT OF EXISTING CONDITIONS
FOR
TUAN SUI:" C
ASSESSOR'S MAP 17 03 27 31
JUL Y 21, 2006
LEGEND
EXISTlNG CLf1BSJ.)t::SOEW~lK
SUBJECTPRDPERTYSOlIfJARY
[X~TING STORM (SIZE ~S SHOWN)
EXISTING S~NT~RY (SllE AS SI10WN)
EXISTING OVERI1EAO POWER (OHP)
~.~
~
"BY GU.LY !It(EP^l'H'
SCALE
170327321 '"
TL 200 ..- - ~- J ..",-...<;;,IOJD-~-
~ ,\...Il\.N".:il-"'"
~_..-__ -.._~-~- ---------...440 +CLy~...--
-~!_~~.-,\~;;~~- ;::;~ ---lJ- : /"-
-':~i:---=-~A'l>- ---- ~U1 I Tl701
~---- ~q ,------
_ - -riIS-~ _ ~ ____
IOPU. I
_~L ~O~",; - ,~,; ~ il - ~i TL702
f' (,":J pP
:. "i"- 1= ~ TL 700
/f1I !~ (" t"CE",,'<l;\ 1 GAO
TLlOO -, i / ~~,. .- -J~~ i !
",'OE~~IDE[XS>.N...--I.tl~:~' /~~ """CO ill,
- --~ I 1_,,6Ci sig
- .' f. l-----;j1 __~~5~
...~~ 0'1'<" J;:,::. ~- -"t.~ ili:<!~
.,. ~.. . -- I', "... -... i.~:l:
. L_~, ' , . ~=:j 41,
~"., ll,NlJ'B .---1. S. - - Sc:;~!
....,p,.\..'T ^3.----- E< {l.~~lO{I, -(ir~;~_ ii~
Qtlh.. r ~ ~. I Ell TORE Ul --'-..u.o ~,.j?.\i
vn~.S1'_---1 'I- 1:1 f'll1M. E)l ,{~ ! ~
-- I, =~~~m II. " PO'/I'Ell ;,!;-,.,.,,,"tQfI"'"
, ~ I ""i'l-ilI ,J, '\ "-' "",""-
~I k~~ 1'1' " 00
I 'n.~ TL148 1 1:11 I,\-<>f~", ",0
~I' ,I I ~".- 1'1 11f;":,
I f1..tp .) EXfP.6.;On. J . '.~
'::.:' - 17 OJ ~ ~
~il 'I' 27J2 t -..'nllfl=-'-___n_n_c".".."
~ ~ .] ~ "~':;~._..
~i: TL 147 'j TLl02 l~J m~::::;',: '\ ,\~~~7
I ~ :j'l
: TL146 II ~"~I~I~:" \:1"
-- 1- "~_I."~'" "
~ "= - -....EL..4i6ii\~ DvWY ,.." .v..
- -.--'r-i ~".." 00 ~
_~""I'''''; 1 r -_ -~~\~ ~'~I~"T:'-"
.~~. D~' D~:'I>;,
TL 145 TL 3500
~PI?
OJ <? 32
E~ISTLI<O lM<l[RGRou,o (00) ~OWEfl
E~ISTI"'l WATERlW'lE (SIZE ~S ~OWN)
t
EXISTIN~ I'lRE HYORANT
EXISTING P(lWER POLE WITHSTREU LIVHT
€%'> EXISTING TREE (SEE NOTES)
RE'C'E'IVED
By: ~'~~~~PI7J32
TL'101
TLI03'
TLlO2
,I'
I"
.j?
"
~
-~-
\
! .
! \
,.
50'
TL 800
1.-.
01020 50
'"
SC,;,LE IS IN FEEr
EXfPTLI301
TL 1400
" ASSESSOR'S MAP 17-03-27-31 fA)( Lor 900. 1000. 31501. &. PORTiON OF 3600
POAGE ENGINEERING & SURVEYING, rN~
P.O. 80)(2'21' EUllENe. OR 97402' (HI) 485.4'0'
JOB No. HU, OWN. BY UJK DATE: C3/1CIDe
CAOO FILE . aol~4e)(T2.llCO
TL 700
"
VICINTIY MAP
-tK) ~CA~t-
NOTES:
SITE IS NOT WlTHN ANY KJO YEAR R.OOO HAZARD AREA
NO STREET LIGHTS EXIST Ct.J FMVew.
I-KlSTRUCTUlESEXlSTONTl-EsrrE.
ON-SITE SOLS C<X\ISIST ENTIlEL Y OF OXLEH.RllAN LN-ll Cctf'LEX
lOll AS MAPPED N Tl-E SCS 50LStJlVEYOFU,~ COLNTY.
TrE DEPTH TO THE WATER TABLE IS ffiEATER THN-J 6 FEET.
ALL TREES ON SITE ARE TO REMAN LNTL fIWClJ^L LOT
DEV8..~T. Fi'W..DETEflI"WATIONCfTREEREMOVALOR
PRESERVATIONSfW.LTAKEPi..ACEWITHI'ERMT5FORI-lCt'E
C,?NSTRlICTIJN.
EXlSTNG I--BXlES ON SITE }Jlf: PROPOSED TO REMI\N BUT MAY
BE REHOVEDAT TI-€ OWNERS CXSCRETION
EXISTING POWER IS OVERHEAD ALONG 80TH SIDES OF f"AIRVIEW AND UNDERGROUND
ALONG 80TH SIDES OF W. QUINALT AS'SHOWN. PHONE & CATV TO FOLLOW
UG POWER TO w. OUINALT AND IS OVERHEAD ON FAIRVI[W. EXISTING QUINALT
UTILITY IMPROVEMENTS (crTY PROJECT J~,-D9:5) INCLUDED CONDUIT CROSSINGS
AS FOLLOWS: ~~~EE ":'2~~~N~LrT~0(oJlyO~EU~~~~ uNt~fDP8N~EfJ FOR CATV)
ONE - J" CONDUIT (TO BE USED FOR PHONE)
Tl 600
Ie_I< 06-30-20071
~~
"t
Fl( ~. w
~
I,;~ I
TL 1601
TL 1500
./
GENER^L NOTES
GRADING & PA VING
FOR
TUAN BUI
ASSESSOR'S MAP 17 03 27
SPRINGFIELD, LANE COUNTY,
JUNE 2006
PLAN
"
/
~ Al,L 80VNJARY ~I(I LOT DNENSIOHS ARt APf'ROlWATE-
2. CONTOl.l1S ARE 8ASEllONCIlT OF SPlltlCFiELOOATUlol, "HiE
'tl!:/oICHI.IAllK USED IS ~ SOAURE AT THE SOUTHE^ST COIl'IER OF
'T THE TOP !lAC>< OF CUl!l OF TJ....~RACl(,\Ul CU<ALT STREETS-
rf<E ELEVATlOHOF SAIl SQIJ.lJlE IS >23,17.
J..NO "^TERCOUISl:S EXtsT 00 Ta: SITE.
~CCOROINCTOTfiESl:SSOCS~VEVOFI.A~COIJNTY ~SON
n:l~~4-~)'itWl~ ~~f~UT":~l~~Ri2mET~ml, mT.
5. Ta:SHEI5NOTLOCATroWIT~Ta:IOO-YENlFl.OOO""'ZAFtD.lJlE^.
8. srOlll.l OfSPOS~L FOR E~eH Lor wu. DTi'€R BE TO TN!: STIlEET
~ST~O~~Y~~S~~~~~\~E\O~~~~C~ltfW~l.ES tl TIlE
CUFW TO ae: IN'JT~Llro WITH CO~tRl!CT(lN or QRIVEWAYS F"O~ HOLIES.
AtlON-SHEF'tRCOl-~TICWTESTsw.uBER~EOFOOYWnl.S.REU$EtI.
7. :\-Jig~t:J)~:~t'iE~~&(ll~TS:-'M~1~~Ar'
OF" TtllSsne:.
'S.IlOSTRlICT\JlESExISTONTHEPlIOl?ERTY.
8.NOOFFSOEStlEtTFl.OWOfSI0Rl0I,,>IERlIUfOF"fFIWSAC/lOSSTHS9TE.
IO.ExrsTtlCllDlTOFw.YOEDlC'rl(lH~NOHVNl_OVEI.iENTSEMI
~T TIfi: WESTERL Y aCiO.flO~RY OF TAX LOT J~Ol rOR WEST O\RI.n
~V!~fIAlrOFAST'NO'fl\lw..-{)E-S'CASSHOWNJfTYPR()JECT
~-f:.t(ovlDHEtlRf~~C""'-<<-S~CISTO, ~DIC~TEO.
~~=~W'~~~YN~:o&'frau~"'~~
31
OREGON
LEGEND
~~~..1!=~:':::,:~~
Exl$TtlOCUlllSOESIOEWALK
.
.. "^' I
~~~:~ ",,"
.I.f'I'IlOYtDCAASSlII: w.'l'.
J1roEl<rc
__________ f i
O"'i$;\"""'"
"'~''''''''.''''. ,,,,.,,"'.,c"'~',. '-
",_~;~:,.d
"'PROPOSEOCIJlOSllE~"lK
~~
-=-
5UlIJECTPllOPERTYaOLNl"'RY
I'llOPQ$EO "'lOl'E~TY LH:
ExlSltlOSTORU(SIlEASSHOwN)
PROP05ll1SW'U:
PROf'OS(Q STORWf'I/I'[(SlU~S SlfOWN)
DlSTNJ..-PROPOSEDllRAtuGEOflfCTI(lN
SCALE
f- - 50'
4~,5
"'l0P05t0 rNSHEO CR~OE
I
I
(>1
LOT 4
9.J81$F:
,
OWNER
VARIES,
'of +
~. -.....4~'
1: .'1'65
.:t '-.. 1'll,\WJ" I ,I-
~ ~ i W'ilr~'f"a.tI ~
fl fil :1 ~.Q'Rr<ifWllJil .p
'II II ~ li;111 ,:/
I I" ~ LOT 8 i=lh--if
I: II ~ I UT 7 6,2575F' "-x:~;i-if"-
.1 LOT SLOT ',' '0 '" I 'Ill'
/' 5550 SF ~80J SF I \i'
liij~! -I~=j': ~",/~":'Y' TL800 i
.!,;{ .......... 1, T 9 . I NOTE
4~.o '? '" aOlr" \ '
---.....h4S--L.:!0' 27 ~221ECL 1 ~ INEWORlVEW~YTOLOTlllSTO
I un' -...'-t POL' f!O),'''''' "'''"''~''".,,"'''''
1/ II "~.5.J ~ I~ \ 001i ~ I THE 150.0' R.\0fJS MIC CENTEIIElI
. L ~r--"""swJ.IL I ~~\-kFUl~Too~Jt~_
I 8 '12 I ~i'FrllET"" I THEFUlTa:Rl:SrPOl<1"ISIlASED
I II ;ll . I CNTIfi:_W5tTBACI<5.
'-------===1 ~ "~"T'~n ,'p'JE ~ I~O'F'Rl1IAcce;s~ f E"'SEMrnT"'DENST02r~TSTREET
- ~"""f K 55' .1 ~~~~ACP"'V /
I II "':'--. ~I LOT 10 ' -"^' " Tl 700
~ TLK>OI '\ : 4.S10SF .:h~MPOO
Tl"' I ~ \ !~ .' ~"",~\."1'
~! ! I ~!1\ 1 ''''-'i ,':r". iC ~;:'~":g.,~-
--- ,,'1-1 l ~~ I'~'I)J I.:'] "'.1 - r" ..k'."".~ l.' f
~~tt~~~:~:I-:;I~~~:il':~~~I:~I::::I:~~~~l;;--~!!~~~~~~:::=::_~ :::::::::~-----.._------------------
, "-<lO:ll """" 10m; tl ..... ......"-',~.. toy", I
~ I! 'TI-145' TL3500 TLI200 I J N TLI301 TL~OO
, , f1;1p f1;1p 0
I I 170J _ _ I70J D'
I : 273< 2;>~ F
j I
,.~
.~~
\~i
".J
r
I
I
TL702
~"~
180 S.HllISTIlEET
SPRINGI'IELO.OR91471
n.7oo
ENGINEER/SURVEYOR
Tlloo
POA""E~"'SU<Vl:YI<\).NC.
990OBESTRl:ET
EUCENE,0Il91402
MAP 17 03 2i 32
RECE\VED
i TLIKll
By:i',~~~ 0'9
...
~.
'" I
- P/70J"-
27 J2
"""t.
TL ~7'
COf'ACILD:lIi'.Q'
CllLI$Ifl) ~OCI< ..If
OUTSlIEC#"PAVN;
n. '"
LOTIO - G'l'lIssr SWALE
Uj(l:H:;t;L-UUN-
N05CAl.E
TL 600
POAGE ENGINEERING & SURVEYING. INC.
P,O. BOX 2~27 . EUGENE, OR 117.02 . (~.1) 485..s05
JOB No. US<!, OWN. BY CON DATE; ell108
CAOO FILE _ UUGRD1.GCO CO GO FILE _ 3.e.
REV: 8..22-0e
~S: 06-30-20071
"
ASSESSOR'S HAP 17-03-27-31 TAX LOT 900, 1000, 3601. & PORTION OF 3500
./