HomeMy WebLinkAboutApplication APPLICANT 4/22/2011
City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
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Site Plan Review
. "
,
Michael Hiatt
Phone: 514-915-3569
Com an :
Address:
Fax:
541-342-8251
3283 Ja hawk Court Eu
A licant's Re .: Lane Branch
Com an :
Phone: 541-746-0637
, Inc.
Fax:
541-746-0389
Address:
310 5th Street, S
on 97477
Owner: Bernard Hiatt
Phone: 541- 726-1382
Com an
Fax:
Address:
TAX LOT NO S : 102
ASSESSOR'S MAP NO: 17-03-26-13
Located at the northwest corner of the intersection at 10th Street and Street.
0.58
Acres L8J S uare Feet D
Pro osed Name of Pro'ect: Hiatt Estates
Description of If you are filling in this form by hand, please attach your proposal description to this application.
Pro osal: 4 Du lexes totalin to 8 Dwellin Units
14,269 sf
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Associated A Iications:
Si
u?&ev,
Pre-Sub Case No.:
Date:
Reviewed b
- C;J:::!:::D
A Iication Fee: $ -4~ 3;: Lf -
Date:
Reviewed b
~
'22. (. f-r Posta e Fee: $ 1(.,
PROJECT NUMBER: P 1\- 00007
TOTAL FEES: $
~ 11.'21.
Revised 11/19/09
Original Submittal
1 of 10
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Owner Signatures
This application form is used for both the required pre-submittal meeting and subsequent
complete application submittal. Owner signatures are required at both stages in the application
process.
An application without the Owner's original signature will not be accepted.
Pre-Submittal
The undersigned acknowledges that the information in this application is correct and
accurate for scheduling of the Pre- Submittal Meeting. If the applicant is not the
owner, the owner hereby grants permission for the applicant to act in his/her behalf.
I/we do hereby acknowledge that I/we are legally responsible for all statutory
timelines, information, requests and requirements conveyed to my representative.
Owner:
Date:
Signature
Print
Submittal
I represent this application to be complete for submittal to the City. Consistent with the completeness check
performed on this application at the Pre-Submittal Meeting, I affirm the information identified by the City as
necessary for processing the application is provided herein or the information will not be provided if not otherwise
contained within the submittal, and the City may begin processing the application with the information as submitted.
This statement serves as written notice pursuant to the requirements of ORS 227.178 pertaining to a complete
Owner: application. ;/) ~
)S4f~ IU
Signature /
!3 ;= If fi/ 1j-/{/7 clJi--/; /1-1/
Print
Date:
-~ 'OIl
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Date Received:
APR 2 2 2011
Original Submittal
Revised 11/19/09
2 of 10
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WRITTEN NARRATIVE
FOR
HIA TT ESTATES DEVELOPMENT
17-03-26-13 TL 102
This Site Plan Review Submittal application is a proposal to develop the vacant lot at the
northwest comer of loth Street and Q Street (Map 17-03-26-13, Tax Lot 102) into multi-family
dwellings. Currently, the lot is vacant with no existing structures on site. The total site area is
0.58 acres and is generally flat with vegetated ground cover consisting predominately of grass.
There is a 60" filbert cluster in the southwest comer of the lot.
According to the Soil Survev of Lane Countv, by the Natural Resource Conservation Service, the
soils on site consist of Salem (119) and Coburg (32). Salem soil is moderately well draining
(Hydrologic Group: B) with a depth to high water table greater than 6 feet. Coburg Soil has
moderately slow peimeability with a hazard of water erosion that is slight.
The new development proposes the construction of 4 new duplexes or 8 dwellings along a
private concrete access drive aisle. Each dwelling will have its own garage and driveway. All
units will have individual utility services and meters. A 6" sanitary pipe is to be constructed
along the private drive to be used as a service lateral for this development.
Storrnwater management will be met by installing pervious concrete pavers on half of the non-
building rooftop impervious surfaces. The remaining non-building rooftop storrnwater runoff
will be collected by a 2 chamber steel catch basin with an oil and grease filter. This catch basin
will connect with the roof downspout lateral running through the project and convey to the 21"
storrnwater main on 10th Street.
Solar access will be met by having 10' setbacks from the north lot line for the northern two units.
Per Table 3.2-1 from the Springficld Development Code, with a North-South dimension of65', a
Shade Point height maximum of20', the solar setback minimum is 8'. A North-South depth of
65' was taken from the center of the access driveway to the north property line because this
dimension functions as a property line. Using a setback of 10' allows a conservative design
regarding Solar Access Requirements.
All additional Site Plan Review Submittal items are included with this packet.
Date Received:
APR 2 22011
Original Submittal
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STORMW ATER MANAGEMENT
PLAN AND DRAINAGE STUDY
FOR
Hiatt Estates
10th Street and Q Street
Springfield, OR
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March 11, 2011
Prepared For:
Michael. Hiatt
3283 Jayhawk Court
Eugene, Oregon 97405
Branch Engineering, Inc.
310 5th Street
Springfield, OR 97477
Phone (541) 746-0637
Fax (541) 746-0389
Inc.
Branch Project # 11-017
Date Received:
APR 2 2 .2011
Original Submittal
.
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Storm Drainage Evaluation
10th Street and Q Street --Hiatt
STORM DRAINAGE EVALUATION
Hiatt Estates
Springfield, OREGON
This evaluation was prepared to summarize the drainage system proposed for the Hiatt
Estates development. The site is located at the northwest corner of the intersection at loth
Street and Q Street in Springfield, Oregon. Half of the stormwater will be treated on site
by using pervious pavement. The other half of the storm water will be graded to a catch
basin and be filtered before entering the city's stormwater conveyance system.
Existing Conditions
The site currently has no existing structures. The total site area is 0.58 acres and is
generally flat with vegetated ground cover consisting predominately of grass. For
additional information on the utilities and services just off site, see the Existing
Conditions Plan.
According to the Soil Survey of Lane County, by the Natural Resource Conservation
Service, the soils on site consist of Sa !em (l 19) and Coburg (32). Salem soil is
moderately well draining (Hydrologic Group: B) with a depth to high water table greater
than 6 feet. Coburg Soil has moderately slow permeability where the hazard of water
erosion is slight.
Proposed Drainage System
The proposed development will have 0.33 acres of impervious area and 0.06 acres of
pervious concrete. The runoff rrom the roofs will connect with the storm water lateral
along the private drive and pipe to the 2]" main along I oth Street. Runoff from the
driveways and the outside 2.5' of the private access street will be treated and infiltrated
by using pervious pavers. All remaining stormwater runoff rrom the street will be
collected by a catch basin that will have removable oil and grease filter. This catch basin
will connect into the stonnwater lateral along the private drive.
Table I below shows all impervious and pervious pavement areas and how they will be
treated and conveyed.
a e] : ropose tormwater ;ystem
Impervious Surface Area Treated (yes/no) Infiltrated/Connect to City
'. ',.". COIlriectto,CitV .
.:R6bfArea 10464 No
Private Drive (Impervious) 2570 Yes Infiltrate/Connect to City
...... . .". Infiltra'te
',Private' Drive (Pervious) 990 Yes
Driveways (Pervious) 1880 Yes Infiltrate
I Concrete Walks 744 Yes Infiltrate
Concrete Patios 640 No -
TOTAL 17288 I late KeCelVea:
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APR 2 2 2011
Origi~l'sb~ffiring, Inc. - Page 1
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Storm Drainpge Evaluation
10th Street ond Q Street -~Hiatt
Stormwater Quality
Per City of Springfield Stonnwater Design Standards section "3.03.6 Vegetative
Treatment Requirements", a "minimum of 50% of the non-building rooftop impervious
area on a site shaH be treated for stonnwater quality improvement using vegetative
methods." For this reason stonnwater quality will be met by using pervious pavement for
half of the drivable surfaces and a 2-chamger steel catch basin with a removable oil and
grease filter for the other half.
Pervious pavers are an approved treatment option and will be used on all driveways and
the outside 2.5' of the Private Access Road. Pervious pavers provide treatment in the
removal of pollutants such as hydrocarbons, sediment, and metals and allow for the quick
removal of stonnwater through void openings. Pervious pavement also helps promote
groundwater recharge. Attached is the Design Model of the Pervious Pavers to be used.
In order to detain additional runoff from the site, there will be a 5'x20' pervious
pavement island around the 2-chamber steel catch. This will provide detention for some
of the nmoffbefore entering the 2-chamber steel catch basin which will provide pre-
treatment for the remaining pavement areas as required by City of Springfield
Stonnwater Design Standards section "3.03.5 Parking Lots/Paved Areas." The use of the
2-chamber Steel catch basin with an oil and grease filter for pretreatment is a common
practice for the City of Springfield.
Storm water Runoff Analysis
For a conscrvative analysis of the stomlwater runoffITom the site, we will assume no
detention ITom the pervious pavement island in the Private Access Drive. Therefore the
total impervious area will be 0.30 acres which includes the impervious roadway and the
roofs ITom the site. The following Rational Method calculations show the approximate
maximum runoff flow for the 25 year, 24-hour storm event. In order to use the Rational
method an assumed method was used for finding an hourly flow.
Date Received:
APR 2 2 2011
. Original Submittal
Branch Engineering, Inc:. - Page 2
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Storm Drainage Evaluation
1 Oth Street and Q Street --Hiatt
From Standard Type IA Hydrograph
25-Year, 24-HrStorm
4_8 in
*per: City of Springfield Standards 4,03.3 Water Quality Design Storm
(EDSP April, 2006)
In a Type IA storm event, the max Percent Rainfall in a 10 minute interval is 5.4% near the end of
the 7th Hou r_
(0.054*4_8) =
0,2592 in/lO min in/10 min
1,56 in/hr
RATIONAL METHOD
Intensity= 1,56 in/hr
Runoff Coefficients
Pavement & Roofs
Lawns
C
0,9
0,17
Areas , A (acres)
Pavement 0.3
Lawns 0
Total 0.3
Composite C =
SUM(Cindividual areas}x(Aindividual areas)
Atotal Area
Composite C =
0,9
Q(cfs)=C( -) *i(in/hr)* A(acres)
Comp C=
Intensity=
Are a=
Q=
0,9
1,56 i n/hr
0_3 Acres
0.4212 ds
From this analysis, the maximum runoff flow from the site for the 25-year, 24 hour storm
event is 0.42 cfs entering the 2!" storm main on 10th Street.
Date Received:
APR 2 2 2011
Original Submittal
BreRth Engineering, Int. - Pnge 3
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Site Information
laver Information
Paving Layer
Base Material
Subbase Material
Subgrade Material
Structural Desio" Information
Hydroloa/cal Des/an Information
trmeable Interlocking Concrete pavem!s
Structural and Hydrological Design Inputs
Design Title: Unknown
Pavement Length
Pavement Width
Pavement Area
Catchment Area
179 ft
15.5 ft
2,775 ft'
3518.5 ft' (Avg CN=73.41)
Structural Coefficient
Structural Number
Thickness
ASTM No 57 Stone
Structural Coefficient
Structural Number
Thickness
Porosity
Void Ratio
Permeability
ASTM No 2 Stone
Structural Coefficient
Structural Number
Thickness
Porosity
Void Ratio
Permeability
.3
1.5 in
5.125 in
0.05
0.2 in
4.0 in
0.288
0.4
782.442 inlhr
0.05
0.6 in
12.0 in
0.318
0.47
31,050.889 inlhr
Subgrade Strength
Porosity
Void Ratio
Permeability
21000.0 psi
0.342
0.52
0.023 inlhr
Average Annual Daily Traffic
Design ESALs
Design Structural Number
Pavement Structural Number
Structurally Adequate
30,000
1.14
2.3
Yes
Rainfall Location
Storm Type
Springfield, OR
IA
Storm Return Period 24-hour Rainfall Satisfies Infiltration Satisfies Storage Satisfies Storage
(Years) Intensity in Capacity Goal Capacity
2 3.3 Yes Yes Yes
25 4.8 Yes Yes Yes
Storage goal represents 85 percent of maximum water storage capacity
Date Received:
APR 2 2 2011
Original Submittal
Page 111
212812011 12:40:11 PM
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trmeable Interlocking Concrete pavem!s
Structural and Hydrological Design Inputs
Design Title: Unknown
Hvdroloaical Desiqn Results
Equivalent Design Storm
Storage Goal 25 year stonn
Storage Capacity 25 year storm
Combined Site Hvdroloaical Characteristics for Permeable and Non-Permeable Areas
Site Area 3518.5 ft'
Average Curve Number 73.41
Average Rational C Value
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Date Received:
APR 2 2 2011
Original Submittal
2/28/201112:40:11 PM
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Structural and Hydrological Design Inputs
Design Title: Unknown
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APR 2 2 2011
Page 2/3
Original Submittal
2/28/2011 12:40:11 PM
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Date Received:
APR 2 2 2011
Original Submittal
,
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Page 313
2128/201112:40:11 PM
02/25/2011 15:28 FAX 541 73~21
CITY OF SPRINGFIELD ...
I4J001
PUBLIC WORKS DEPARTMENT
ADMINISTRATION
ENGINEERING DIVISION
ENVIRONMENTAL SERVICES DIVISION
MAINTENANCE DIVISION
TRANSPORTATION DIVISION
TECHNICAL SERVICES DIVISION
225 FIFTH STREET
SPRINGFIELD, OR 97477
\IIIWW.ci. springfield. or. usldept.J]w. htm
VVVlw.cl. springfield. or_ us
STORMW A TER MANAGEMENT SYSTEM SCOPE OF WORK
_________________________________ (Area helow this line filled out by Applicant) -----------------------------------
, (Please relurn to Matt Stouder@CiryofSpril1gfieldPublic Works Engineering; Fax #' i36-J021, Phone # 736-1035)
Project Name: .1J ;..t! CS::m~,cs
Consultant: f),on.:;/' Ii, ;fl, c'--"")
Land Uses: f{",.;rJrrhc,1
Project Size (Acres):
Approx. Impervious Area:
!"*'. n.~rip"""'
Drainage Proposal (Public connections, pipe sizes and layout, etc.):
Date:
Phone #:
Fax #:
Email:
Approx. Pervious Area:
;).2:; - '?"Oll
51"/- 7t~-O~3 7
Proposed Stormwater Best Management Practices (BMP's):
---___~_________________ (Area below this IInejifled out by the City and Returned to tl,e Applicant) ------..----------
(AI a minimum, all buxes checked by the Cilyon the front and back ofrhis sheet shall be submittedfor an application to he complete
for submiTtal, although othe/' requirements may be necessary,)
Drainage Study Typc (EDSP Section 4.03.2): (Note. UH may be substituted for Rational Method)
I)il. Small Site Study - (use Rational Method for calculations)
o Mid-Level Development Study - (use Unit I-Iydrogcaph Method for calcutations)
o Full Drainage Development Study - (use Unit Hydrogrnph Method for calculations)
Environmental Considerations:
[3' Wellhead Protection Zone; Iu - 2.v y>" 0 Hillside Development: VI A-
D Setback Requirements (Wetland, Riparian): f'1! A- 0 Floodway/Floodplain: }V lit
Downstrcam Analysis: -ft/o f\MI 5;~ ('<!'//;,rJ r F P" ~;"v5 s.(/rIM~5 v~: ),-.,- "d
! I J s ~S5~d '-"., V'cduce runo{1;.Olvi':'Rdwd!,/?,,'2t;.&
o N/A ,,< frev>"",~ / (' I (/ <->" ale ecelveu.
o Flow line for starting water surface elevation:
o Design HGL to use for starting water sllrface elevation:
[J ManholefJunction to take analysis to:
APR 2 2 2611
0, iyillal 8tJOfflittal
AoMINISTRA nON !TECHNICAL SERVICES / ENGINEERING: (541)726-3753 . FAX (541)736-1021
MAINTENANCE (541)726-3761 . FAX (541)726-3621 TRANSPORTATION (541)726-3753 . FAX (541)726-3781
CITY OF SPRINGFIELD ~
02/25/2011 15:28 FAX 541 73~21
141002
COMFLETESTUDYITEMS
* Based upon the information provided by The applicant on the fronc afthis sheet, the following list represents a minirrmm of what is
needed for an appUcation To be complete for submiual with respect to drainage: however, this list should not be used in lieu of the
Springfield Development Code (SDC) or the Cicy's Engineering Design Standards and Procedures (EDSP). Note that compliance
with these requirements does not constitute site approval. Additional information may be required which "is sife specific.
General Study Requirements (EDSP Section 4.03)
Req'd NIA
o 0 'rhe drainage study shall be prepared by a Professional Civil Engineer licensed in the state of Oregon.
~ 0 A complete drainage study shall be submitted ifthe development is to be 13rger than onc acre, create more than 5000 square
feet of new impervious surface, generate peak flows in excess of 0.5 cfs, or modify an existing system with 0.5 cf.; or
greater.
OS 0 Calculations showing system capacity for a 2-year stonn event and overflow effects of a 25-year stonn cvent.
,
Interim Design StandardslWater Quality (EDSP Chapter 3)
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Submit supporting calculations for the method of stormwater treatment to be implemented.
All non-building rooftop impervious surfaces shall be pre-treated for storrowater quality. However, a minimum of 50% of
the non-building rooftop inapervious sulface shall be treated by vegetated methods.
Where a stonnwater treatment or infiltration swale will be used, specify which typo and submit calculations for sizing,
velocity, and flow. Also show bottom and side slopes, distance from structures and lot lines, as well as specifying the seed
wixture to be used.
For swales serving an area ofless than 15,000 square feet, a simplified design approach may be followed as specified by the
BUleau ofEnvirornnental Services (BES). Calculations, sizing and the area the swale serves.shall be includod.
Swales which serve areas greater than 15,000square feet shail subnllt calculations aDd sizing requirements in 3ccordanc~
with Chapter 3 of the City of Portlund Stonnwater Manual (BES).
All building rooftop mounted equipment, or other fluid containing equipment located outside of the building, shall
be prDvided with secondary containmeDt or weather resistant rnclosure.
o
o
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o
Review of Downstream System (EDSP Section 4.03.4.C)
o ~ A downstream drainage analysis sball be submitted for developments proposing to construct more than 5000 square feet of
new inaperviousness surrace. On-site drainage shall be governed by the Oregon Plumbing Specialty Code (OPSe).
o [1'g The applicant shall include elevations of the HGL and flow lines for both city and private systems where applicable.
Design of Storm Systems (EDSP Section 4.04)
~ 0 Ensure flow lines, slopes, rim elevations, pipe type and sizes are clenrly indicated on the plan set.
00 0 Minimum pipe cover shall be 18 inches for reinforced pipe and 36 inches for plain concrete and plasric pipe materials, or .
proper engineering calculations shall be provided when less. The cover shall be sufficient to support an 80,000 Ib load
withom failure of the pipe structure.
o Manning's "n" values for pipes shall be consistent with Table 4- I of the EDS? All stODD pipes shall be designed to achieve
n minimum velocity of three feet per second at 0.5 part full based on Table 4-1 as well.
~
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- ~ 0 If a detention facility is required, it shall be designed to capture runoff sO the discharge from the site aft~r development does
not excoed pre-development conditions or available capacity, based on a 2- through 25-year, 24 hour storm. (EDS? Section
4.10.1) - :)'e,v'''''' p"",,,,,-r Chfl be. u>~J ;" /;eu 0 f de+mt,on
o If a drywell (UTe) is proposed, it shall not receive runoff from aoy surface wlo being treated by one or more BMPs, with the
exception ofresidentiaJ building roofs (EDSP Section 3.03.4.A). Additional provisions apply to Htis as required by the
DSQ. Refer to the website: www.deq.state.oLus/wQ/groundwaluichome.hcm for more infonnation
o UIC's may not be located within any easement, und must be nO c10serthnn 10 feet from C;:Halg@~~ or property
line (EDSP Section303.4.B).
APR 2 2 2011
% Thisfarm shall be included as an attachmenI, inside rhefront cover. of the stormwater study
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Original Submittal
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Map Unit Description: Salem-Urban land complex-Lane County Area, Oregon
Hiatt Estates
Lane County Area, Oregon
119-Salem-Urban land complex
Map Unit Setting
Elevation: 300 to 800 feet
Mean annual precipitation: 40 to 60 inches
Mean annual air temperature: 52 to 54 degrees F
Frost-free period: 165 to 210 days
Map Unit Composition
Urban land: 45 percent
Salem and similar soils: 45 percent
Description of Salem
Setting
Landform: Stream terraces
Landform position (three-dimensional): Tread
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Gravelly mixed alluvium
Properties and qualities
Slope: 0 to 3 percent . .
Depth to reslrictive feature: More than 80 inches
Drainage class: Well drained
Capacity of the most limiting layer to transmit water
(Ksat): Moderately high to high (0.57 to 1.98 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of pan ding: None
Available water capacity: Low (about 4.8 inches)
Interpretive groups
Land capability classification (irrigated): 2s
Land capability (nonirrigated): 2s
Typical profile
o to 7 inches: Gravelly silt loam
7 to 26 inches: Gravelly clay loam
26 to 60 inches: Very gravelly sand
Description of Urban Land
Interpretive groups
Land capability (non irrigated): 8
Date Received:
Data Source Information
APR 2 2 2011
Soil Survey Area:
Survey Area Data:
Lane County Area, Oregon
Version 8, Feb 9, 2010
Original Submittal
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Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
3/23/2011
Page 1 of 1
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Map Unit Description: Coburg-Urban land complex-Lane County Area, Oregon
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Hiatt Estates
Lane County Area, Oregon
32-Coburg-Urban land complex
Map Unit Setting
Elevation: 100 to 1,300 feet
Mean annual precipitation: 30 to 60 inches
Mean annual air temperature: 50 to 55 degrees F
Frost-free period: 160 to 235 days
Map Unit Composition
Coburg and similar soils: 55 percent
Urban land: 30 percent
Minor components: 4 percent
Description of Coburg
Setting
Landform: Stream terraces
Landform posilion (tliree-dimensional): Tread
Down-slope shape: Linear
Across-slope shape: Linear
Parent material: Loamy alluvium over clayey alluvium
Properties and qualities
Slope: 0 to 3 percent
Depth to restrictive feature: More than 80 inches
Drainage class: Moderately well drained
Capacity of the most limiting layer to transmit water
(Ksat): Moderately high (0.20 to 0.57 inlhr)
Depth to water table: About 18 to 30 inches
Frequency of ffooding: None
Frequency of ponding: None
Available water capacity: High (about 11.0 inches)
Interpretive groups
Land capability classification (irrigated):
Land capability (nonirrigated): 2w
Typical profile
o to 18 inches: Silty clay loam
18 to 53 inches: Silty clay
53 to 65 inches: Fine sandy loam
2w
Description of Urban Land
Inte'rpretive groups
Land capability (nonirrigated): 8
Minor Components
Conser
Percent of map unit: 4 percent
Date Received:
APR 2 2 2011
Original Submittal
USDA
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Web Soil Survey
National Cooperative SoH Survey
3/23/2011
Page 1 of2
Natural Resources
Conservation Service
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2003.119150
IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII~IIIIIII $26.00
00526493200301191500010016 1211112003 03:25:43 PM
RPR-OEED Cnl=l Stn=6 CASHIER OS
$5.00 $11.00 $10.00
Division of tltef'Oeputy Clerk
Lane County Deeds and Records
After recording, return to:
Via Barrister's Aide
Laurence E. Thorp, attorney
1011 Harlow Road, Suite 300
Springfield, OR 97477
Until a change is requested,
send all tax statements to:
No Change
SPECIAL WARRANTY DEED
Bernard D. Hiatt, Grantor, conveys and specially warrants to Bernard D. Hiatt, Trustee of the Bernard D.
Hiatt Living Trust dated October 21,2003, Grantee, the following described real property, free of
encumbrances created or suffered by Grantor except as specifically set forth herein situated in Lane
County, Oregon, to-wit:
Parcell: Beginning at the Southwest corner of the William C. Spencer Donation Land
Claim No. 50, Township 17 South, Range 3 West, Willamette Meridian; running thence East
1099.41 feet, more or less, thence North 40.0 feet to the point of beginning, thence North
120.0 feet, thence East 194.28 feet, thence South 120.0 feet, thence West 194.28 feet to the
point of beginning.
Parcel2: Lot 36, Second Addition to Mimosa Park, in Volume 2003, Page 13475, Official
Records of Lane County, Oregon.
The Grantor warrants that the title to the property conveyed hereunder is free from encumbrances but
only to the extent that Grantor holds a valid and collectible policy or policies of title insurance insuring
Grantor against such encumbrances.
The true consideration for this conveyance is other value.
THIS INSTRUMENT WILL NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS
INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS.
BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE
TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR
COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES AND TO.
DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES
AS DEFINED IN ORS 30.930.
Dated this LL day of December, 2003.
~~jJl/fItI
ernard D. Hiatt
STATE OF OREGON, County of Lane) ss.
Personally appeared before me the above-named Bernard D. Hiatt and acknowledged the foregoing
instrument to be his voluntary act and deed this lL day of December, 2003.
8) OFFICIAlSEAl
. " . MARY CLEWIS
'. , IlOTAAY PUBUC. OREGON
"" ..... COMMISSION NO. 334979
iii COMMISSIOII EXPIRES AUGUST 5. 2lI04
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Notary ubhc for Oregon
Date Received:
APlf2 22011
Original Submittal
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1651 Centennial Blvd. . Springfield, OR 97477
P.O. Box 931 . Springfield, OR 97477
Phone: 541.741.1981
Fax: 541.741.0619
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TITLE INSURANCE SERVICES' ESCROW CLOSINGS
625 Country Club Rd . Eugene, OR 97401
P.O. Box 10211 . Eugene, OR 97440
Phone: 541.687.9794
Fax! 541.6870924
January 31, 2011
Order No. 11-3979
PRELIMINARY TITLE REPORT
"
Michael Hiatt
3283 Jayhawk Court
Eugene, OR 97405
Attn!
e-mail:
Partial Billing
Additional Chain
$200.00
TOTAL
$200 00
We are prepared to issue on request and on recording of the appropriate documents, a policy or policies
as applied for, with coverage's as indicated, based on this preliminary report.
LEGAL DESCRIPTION:
Begmning at the Southwest corner of the William C. Spencer Donation Land Claim No. 50, Township 17
South, Range 3 West of the Wlllamette Meridian; running thence East 1099.41 feet, more or less; thence
North 40.0 feet to the Point of Beginning; thence North 120.0 feet; thence East 194.28 feet; thence South
120.0 feet; thence West 194.28 feet to the Point of Beginning, in Lane County, Oregon.
Showing fee simple title as of January 24, 2011, at 8!00 a.m., vested in:
BERNARD D HIATT, Trustee of the Bernard D. Hiatt Living Trust dated October 21,2003
Subject only to the exceptions shown herein and to the terms, conditions and exceptions contained in the
policy form No liability is assumed until a full premium has been paid.
Date Received:
APR 2 22011
Original Submittal
Order No.: 11-3979
Page 1 of 3
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SCHEDULE B
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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 Dr assessments, Dr notices Df such proceedings, whether
Dr nDt shDwn by the recDrds Df such agency Dr by the public recDrds.
2. Facts, rights, interests Dr claims which are nDt shDwn by the public recDrds but which cDuld be
ascertained by an inspection of the land Dr by making inquiry of persDns in possessiDn thereDf.
3. Easements, Dr claims Df easement, nDt shDwn by the public recDrds; reservatiDns Dr exceptions in
patents Dr in Acts authDrizing the issuance thereDf; water rights, claims Dr title to water.
4. Discrepancies, conflicts in boundary lines, shDrtage in area, encroachments Dr other facts which a
correct survey wDuld disclDse.
5. Any lien, or right tD a lien, for services, labDr, material, equipment rental or workers compensation
heretofore Dr hereafter furnished, Imposed by law and not shown by the public recDrds.
CURRENT EXCEPTIONS:
6. Evergreen Land Title CDmpany finds nD recDrded access tD the property as described herein.
NOTE Taxes, Map No. 17-03-26-13-00102, CDde 19-00, AccDunt No. 0214625, 2010-2011,
$47213, paid in full.
NOTE: The address of the property tD be insured herein is: Vacant Parcel, Springfield, OR
97477.
NOTE: A JudgmenULien/Bankruptcy Search was dDne for the name(s) BERNARD D. HIATT
(INDIVIDUALLY AND AS TRUSTEE), and as of January 24, 2011, none were fDund.
NOTE: As of January 24, 2011, there are nD liens for the City Df Springfield.
INFORMATIONAL NOTE EVERGREEN LAND TITLE COMPANY FINDS NO NOTICE OF
RESCISSION RECORDED IN THE LAST 24 MONTHS.
Date Received:
APR 2 2 '2011
Ori(1iMI Submittal
Order No.: 11-3979
Page 2 of 3
INFORMATIONAL.TE: The current vesting deed and all chles back to the deed which
vests ownership 24 months ago are as follows:
WARRANTY DEED RECORDED DECEMBER 11, 2003, FROM BERNARD 0 HIATT, TO
BERNARD D. HIATT, TRUSTEE OF THE BERNARD 0 HIATT LIVING TRUST DATED
OCTOBER 21, 2003, RECEPTION NO. 2003-119150.
Very truly yours,
EVERGREEN LAND TITLE COMPANY
HOME OFFICE
By:
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Jeffrey K. Walker
Advisory Title Officer
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N/A
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 $200.00 WILL BE
CHARGED.
Date Received:
APR 22,2011
Original Submittal
Order No.: 11-3979
Page 3 of 3