HomeMy WebLinkAboutApplication APPLICANT 12/29/2004
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City of Springfield
Development Services Department
225 Fifth Street
Springfield, OR 97477
SPRINGFIELD ,,,.111..,,,
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land Division Application, Type II
Subdivision Tentative: EJ Subdivision Replat Tentative: D
Partition Tentative: D Partition Replat Tentative: D
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Applicant Name:
Company:
Address:
[" Henry. Blair
I
2660 City View street, Eugene
Phone:
IFax:
OR 97405
Applicant's Rep.: I Aleksandra Levkovsky
Company: I Weber Elliott Enqineers. PC
Address: "I P.O. Box 101"45" , Eugene, OR 97440
Phone:
Fax:
1<5411461-97719
LI 'ij 1 I 4 h 1 - q 71 0
Property Owner: I Henrv Blair
Company:
Address: 26260 City View street, EUgene,
IPhone:
~Fax:
OR 97405
I
(541) 344-548/
ASSESSOR'S MAP NO: I 17-03-24-34
Property Address: 1.1888 Hayden Bridge
Size of Property: 1 1.79
Propose~I'I'!ll1e_~f.~l!!JdivisionL)K~ng Henry Court
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1 0 ".single .family' residential
ITAXLOT NO(S): 11100
Road, Springfield, OR 97477
JAcres [gj Square Feet D
Description of
Proposal:
lots
Existing Use: I single family residence J
1!,?!.,::g!!,iL~<I!(;~J~~..1 1 0 IA.':'!;I..'::()!I~a~(;el~i~~;J 690~.~~~[)~f1~i!y:I: 5.6 1~"lJ!.a"(;~~"
Zoning: J" pverlay District: r I
Applicable Refinement Plan: I IPlan Designation: I I
location: City limits Ifl Urban Growth Boundarv Ir1 I
Associated Applications: I LJ2111J.l(-rtil/S. ~!Rt(j)'/::-D())/ IJf,j,,1Jl2W1ttXt>.2.. r
:,'i;;';:~i~;:t'i:'L'i;t;;-~;2;i;:'.:~i',:1.\::i?;::LTci:':!:S:::~'::r'..:r':;i',;~o';:;'::':L~:':):i.;" i":';/: ';i;,i:i-,c'.:'::;':'",-,~~,:;: !.::'~:,':::,::i':~ ,'t7~ ';J;;.' _,;;:,".<,"::i :".~;!:':f:1;;:Y ;:~;:}'i",;_:'::":::<>i~;(i"',';:>"';):~;50:;::~:, ;~!. i:i.':i,.r'.,:;~: ~;;:->e;y'~ ":--:{:';':'::';"'1,~,:'12-0n -::t:..aJ<.f.-
~::~S~~~ittal I pl({ltJX//()J~511Date: li\..-/~~' 0~~~~~S)d by: h il4J!C02-
I I J Reviewed by:
Case No.: _ Date: (initials)
Application Fee: I I Postage Fe,e: 1-'- ITotal Fee.: I
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Steps in the Process:
1. The Applicant Submits a Pre-Submittal Meeting Application
The Pre-Submittal Application is mandatory but there is no additional r'eview fee for this
service. 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 nooll. We will strive to conduct the Pre-Submittal meeting
within five to seven working days of receiving the application.
2. Applicant and the City conduct the Pre-Submittal Meeting
We strongly encourage you, the owner and design team to attend the Pre-Submittal meeting.
The meeting will be held with representatives from Public Works Engineering and
Transportatioll, Community Services (Building), Fire Marshall's office, and the Planf:ling
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 becollected 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 mailed/faxed to the applicant/owner/design team for their review.
At the applicant's request, the planner will schedule a meeting to review the draft with
appropriate staff if certain issues need resolution before the final land use decision is issued.
Owner's Signature
This application will be used for both the required Pre-Submittal Meeting and subsequent
complete application submittal. Owner's.signatures are required at both'stages in the application
process. An application without the Owner's signature will not be accepted.
IDate Submitted: r 'J-J...- / L <f
.
The undersigned acknowledges that the information in this application is correct and accurate for
scheduling of the Pre-SuQmittal Meeting. - , -
Owner: 1 ~ ~ t'JslJL UL Date: I /a.-J1-oif/
Signature U -
I t-Ier-J'~t.a-Iy"_De~~b~_]
Print , .
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I represent this application to be complete for submittal to the, City. Consistent with the
completeness check performed on tllis 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 wi Ii 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 pursuantto the requirements of ORS 227.178 pertaining to a complete
application
Owner:
Date:
Signature
Print
Weber Elliott Engineers, P.C.
P. O. Box 10145
Eugene, Oregon 97440
541.461.9779
(fax) 541.461.9780.
Partners in Quality & Commitmmt
Letter of Transmittal
Date:
Project No.:
Project Name:
December 28, 2004
04-23
King Henry Court
Pre-Submittal Meeting Application
for King Henry Court.
\
TO:
City of Springfield
Planning
FROM. Aleksandra Levkovsky
Weber Elliott Engineers, P.G.
P. O. Box 10145
Eugene, OR 97440
Transmitted along with this letter are:
1. Land Division Application, Type II for King Henry Court Subdivision Tentative.
2.
Seven copies of the Site Assessment of Existing Conditions, Tentative Land Division, and Grading
. and Paving Plans.
A copy of the Title Report.
A 81/2" x 11" copy of the Tentative Land Division Plan.
3.
4.
5.
6.
A Hydrology Plan.
Four copies of the Storm Management System Study.
The Right-of-way Approach Permit Application does not apply because .the subject property does not have
frontage on an ODOT facilities.
The Traffic Impact Study does not apply because the proposed subdivision generates 96 vehicle trips per
day,which is less than 250 vehicle trips per day, minimum requiredby.SDC 35.040 (4)(i) to conduct the TIA.
9.57 trips/day/unit x 10 units = 95.7 trips/day = 96 trips/ day
Please call with any questions at 461-9779.
Sasha
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KING HENRY COURT
STORM
MANAGEMENT SYSTEM
STUDY
Prepared by
Weber Elliott Engineers, PC
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SENT BY: SPRINGFIELD PW;
541 7361021;
OCT-1o-Q4 13:51;
PAGE 2/3
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Fax: (541) 736-1021
PUBLIC WORKS DEPARTMENT 1 Engineering Division
STORMW A TER MANAGEMENT SYSTEM SCOPE OF WORK
....:':.. .... ' ... "..--. (AreaUefoidIllSJiuelilledoulby;1piiiiiiiifiij':.;c.;; :,:', '.".:; .::... J
P~Oj~~'~~:;t1;::;:~:~:~(it~O~~P&~I~~Uj:;~:~n:rt=~:~#~7::~~h~~~#1{~i~~J~~,.........:
MSe!lSors Parcel II: r 11":()3'::24-34- TL 11 uli I Date:IOctobei.'f4;ibo4 .. .
Lalld Usc(s): I single-family residenti~Phone II: I (541) 461-9779
Project Size (Acres): Ll,J9 ac IFax#: I (54!) 461-9780
Approx,IlIlpervi~us Area:-' 0-:-9 ac I Rmail: .....Jall@~7..be.relliott.com
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Project Description (fnelude a COpy of A"essor's map):
IV s~ngle-ramlly lots
appro 140' long cul-de_sac
Drainage Proposal (Public connection(s), discharge IOC"UOII(S), etc. Attach additional shcCI(;)" ifnecesslU}':
Sfm,iiio-drainage pipe in King Henry Court will be connected to public
drainage system in 19th Street.
I
II
Prooosed Stormwatcr Best Manaeement Practices:
." · . . .0'" ':li/i.abdm;;'Iii.L<iiiiir"l;,d";,(hv!~.e fJlt~ aiiilii.iiilimtdliJii;ij~;,I[fii;,():'::";':~; ,,0: . ,. .::;C
: :(-Ji" r;;;;;iiliul11;;:J111 hllXe:;~h;,cii.edb)ll~ Cfl)! o~ih"lrofll"".iI:!>ijli~jjfthts.lie.i,<hdll:h~.f;;hiJ;iii~d~, _:: ,,;:
::: ":.: ,_h fiJt.P/:J'iJj'PHC:qfi/.J~ ,In, be' ~o1Hplf!~ far sfibl1!.!.~ra/~' :ri!thOl.Iir.h.:orlie.;:;:ti(j;lfr'E!!u!iLit~t;;/ty :b.~::n.!?ir-~~;igiy.l:' ~~
Drainaee Study Tvne IEDSPM Seetinn 4,0]_2): INote. UR may be substitnted for Rational Method)
flit Small Site Study - (use Ralio".1 Method for caJculations)
o Mid-Level Development.Study ~ (use Unilliydrograpli"Melhod for calculalions)
o Full Drainage Development_Study - (use Unil Hydrowaph Method for calculations)
"uvironmenlal Considerations,
if WellheadZone:JI9.-,~.~~oI!!!!I._~ul l~ Hillside Development: I ,)1,.
ill Wetland/Riparian: r /J/f\. --""'j e Floodway/FloodpJain: tJ)A
.II Soil Type: I~L-.-M...I~ uri-.. 1....A~Lfil OlherJurisdicliuns: J I~~... /'...u_...~
Downstream Analvsis: . c,,~
lid N/ A
o Flow line tor starting water surface elevati(ln: I
o Design HGL to. use for starting water surface elevation:
o Manhole/Junction to take analysis tu: .1 .
Relurn to Mqtl ShJlJder tal.City or Snrillefield. eUlail: m'lo.der(ii)<I.SDrlll~field.or,u., FAX: (541) 736-1021
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541 7361021;
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SENT BY: SPRINGFIELD PW;
OCT- ._-04 13:52;
PAGE 3/3
COMPLETE STUDY ITEMS I F.,om~ij,ill(s(llirijtiAf-'
* based upon "If! information provided un 'he frc;ni ,if Ihi.i ,,,he!!l, th~ fOlJOWj~lg ,.ep1"fmmt.~. it minimum olwhat j" nt!ed~dfor an
app/tcalton to be complete for submittal wilh respf!d -Iv dminuge; Imwl!ver, rhis list should Plol b~ used tn/teu of the ::'''pringficld
Development Code (.S'vej or the Gity ',~ Engi;lf!cring De~'jgn Manu(JI, Complia7lce with these requirement,' does not con:J'mull! sile
approval; Addiliona/ sUe specffi,' information may he required. NOll!: {lpcm .reaping .iheel.rubmiltal, el'l.)--ure comp/etr!dform hw'
been signed i~ the space providf!d below:
Interim Design StandnrdslWattr Quality (EDSPM Chapter 3)
!!:!:I'd NIA
IfJ 0 All non-building rooftop (NBR) impervious surfaces shall be pre-treated (e.g. tnulti~chambercd catchbnsin w/oil
JIltralion media)for stormwatcr quality, Additionally, (l minimum of 50% of the NBR impervious surface shall be
treated by vegelated methods. ..
o iiJ Where rc;quir~d, v~getativ~ stormwatcr design shull be ,onsistent with interim design SlflndDrds (EDSPM Section 3.02),
set furth by t"" Buieau of Environmental Services (BES) ur CI.o" Water Selvices (CWS).
D ts;I For new NBR impervious area less than 151000 square feet, a simplified design approach may be fullowed as $pecificd
by the BES lor vegelative treatment. .
o ~ If a stormwRtertrealment swa]c is proposed, submit calculations/specifications for,sizing, velocity, How, side slopes,
bottom slope, and seed mix consistent with eithc.r BES or CWS reQuirements~ .
!II 0 Water Quality calculatiens as required in Section 3.03.1 of the EDSPM
o iia All building rooftop mounted equipment, or other tluid containing equipment tOusled outside ofthebuildinJ?;, shaH
be provided with secondary containment or weather resistant enclosure. :,'
General Study Requirements (EDSPM Section 4.03)
III 0 Drainage study prepared by a Professional Civil Engineer licensed in the stale of Oregon.
til 0 A camplele drainage study, as ;equi..d in EDSPM Section 4.03.1, including a hydrological study map.
m 0 Calculations showing system capacily for a 2-year stann event and overflow effects of a 25-ycar storm event.
m 0 The time of concenlralion (Te) shall be determined using EI. 1 () minute dart.time for developed basins.
Review of Downstream System (EDSPM Seetion 4_03.4.C)
o Ail! A downstream drainage a..lysis as described in RDSPM Seclion 4.03.4.C. On.,ite drainage shall. be governed by lbe
. Oregon PlumbingSpecialiy eude (OPSC).
o iii Elevations oflhe HGL and flow lines for both cily and private systems where applicable.
Design ofStona Systems (KDSPM S.cllon 4,04)
.ag 0 Flow lines, slopes, rim elevations, pipe type nnd sizes clearly lndicated on the plan set.
IJ 0 Minimum pipe cover shall be lS'inches for reinforced pipe and 36 inches for plaiD concrete and plastic,pipe materials,
or proper engine'ering calculations shall be provided when less. The cover sha1l,be sufficient to support an 80,000 Ib
load withoulfailure of the pipe structure. _-I<<- ~ ,,"L I ~.. p.j> l:: S
~ 0 Manning's "n"values f(lrl'lipe.~ ~hall be consislent-with Table 4-1 of the EDSP. All storm. pipes shall be designed to
achieve a minimwn velocity of three (3) feet per second At 0.5 pipe full ba~ed on T8ble 4-1 as well.
.~Other/Mjsc:. . .... .... ". ._, .. ,
~ 0 Existing and pruposed contours,. IQcated at one loot intervaJ. Include spot elevations and site grades'showillg how'site
drains
m 0 Private sturmwiiler easel'qejlts shall be clearly depicted on p'an5 when priValcsZOrmwateT flows ITom one property'to
another - n llN1;",l:I..t. .
o II Drywells shall not receive runoff from any surface w/o beingtn~ated by on~ or moreBMPs, with the exception of
residenli.1 building roof, (EDSP Seeti.on 3.03.4.A). Additiunal provision., apply to this as required by the DEQ. Refer
to the website: www.de{t.st3t~h2.t..~~/w0/oroundwaJlIiC.hQn!~:h\;m for more infonnatioD;
o riJ Detenlion ponds shall be designed tu limit rWloffto pre.developmenl n1t.es for the 2 through '2S.yenr stann events
.This form shall hI! ;ncllld~d ilf un "Uhchlnt!nl, insid, thefroll! covr.f', nf the ,~t("mwuti!' study
I.. ...: ::.IMi>iJRrANr:~Nqlivi#RPlfustRtiJpiiEtoW 1fvD"&iqi!L::. . i::.: .-1
As the engineer ofreeor J hereby certi,f}' the~a . uirclI Hems nr~ complete and'.inCIUded wil11the 'U.bl11itlCd stormwater
study and planet' "7/ff . /.. ,
"'"///-7 A. 12.. ~. I' z/zMH
Weber Elliott Engineers, PC
2-year
Rational formula Q = C [ A
Q = runoff flow rate, cfs
C = weighted runoff coefficient
I :;:; rainfall intensity, in/h
A = basin contributing area, ac
0.50
0.58
0.71
1.21
C = weighted runoff coefficient 0.58
C (1) = runoff coefficient 0.90
A (1 J = subbasin contributing area, ac 0.25
C (2) = runoff coefficient 0.50
A (2) = subbasin contributing area, ac 0.96
kLO.6n 06
10.4S0.3
T:: = overland flow time, min
L = overland flow length, ft
n = manning roughness coefficient
I = rainfall intensity, in/h
S = average slope, tuft
k=
~=
26.07
280.00
0.080
1.00
0.0075 .
0.93
0423hydrology.xls
25-:.year
HYDROLOGY STUDY
1 (impervious area
or Iy)
2-year 2S-year
0.85
0.58
1.20
1.21
Basin #
2 2 (impervious area
only)
2-year 25-year 2~year 25-year
Crescent Village
Project #02-04
3 3 (impervious area
on y)
2-year 25-year 2~year 25-year
0.25 0.43 0.26 0.44 0.07 0.12 0.08 0.14 0.07 0.12
0.90 0.90 0.57 0.57 0.90 0.90 0.50 0.50 0.9 0.9
1.10 1.90 1.10 1.90 1.10 1.90 1.05 1.80 1.1 1.9
0.25 0.25 0.41 0.41 0.07 0.Q7 0.16 0.16 0.Q7 0.07
0.57
0.90
0.07
0.50
0.34
8.93
196.00
0.014
1.00
0.0040
0.93
6.23
170.00
0.014
1.00
0.0100
0.93
.5.69
146.00
0.014
1.00
0.0100
0.93
1 of 1
11.28
80.00
0.080
1.00
0.0100
.0.93
2:54 PM 10/18/2004
Weber Elliott Engineers, PC
WATER QUALITY CALCULATIONS
Basin #
1 (impervious area 2 (impervious area
only) only)
Rational formula Q::: erA
Q ::: runoff flow rate, cfs
C ::: weighted runoff coefficient
I::: rainfall intensity, inth
A ::: basin contributing area, ac
0.06
0.90
0.25
0:25
0.02
0.90
0.25
0.07
0423waterquality.xls
Crescent Village
Project #02-04
1 of 1
3:00 PM 10/19/2004
Project Description
Project File
Worksheet
Flow Element
Method
Solve For
Input Data
Mannings Coefficient
Channel Slope
Depth
Diameter
Results
Discharge
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.
10/19/04
09:46:05 AM
King Henry Court
Worksheet for Circular Channel
c:lheastadlfrnwI9501. fm2
public pipe
Circular Channel
Manning's Formula
Dischar~e
0.013
0003000 fUft
0.50 ft
12.00 in
0.98 cfs
0.39 ft'
1.57 ft
1.00 ft
0.41 ft
50.00
0.005794 fUft
2.48 fUs
0.10 ft
0.60 ft
0.70
2.10 cfs
1.95 cfs
0.000750 fUft
HaestadMethods, Inc.
37 Brookside Road Waterbury, CT 06708 (203)755-1666
~
FlowM.asler v5.13
Page 1 of 1
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Weber Elliott Engineers, PC.
King Henry Court
Project # 04-23
AASHTO' 86 PAVEMENT ANALYSIS PROGRAM
FLEXIBLE PAVEMENT ANALYSIS
[1] Design E 18's
[2] Reliability
[3] Overall Deviation
[4] Soil Resilient Mod.
[5] Initial Serviceability
[6] Terminal Serviceability
80,000
90.00
0.35
3,500.0
4.20
2.50
Flexible Structural Number 2.92
Layer Layer Drainage Layer
Number Coefficient Coefficient Thickness a(i)*Cd*t
--- = a (i) = == m (i) == =t= ----
Upper 0.42 1.00 4.00 1.68
2 0.14 0.80 12.00 1.34
0423pavement.doc
Total 3.02
3.02> 2.92 OK
1 of 1
10/18/2004
YOLANDA PARK SEVENTH ADDITION
17-~-3~~-34.. .1 . 17--iL31g6~34 j '~"lER STUll
"; SQ'4:t:\5- E 2304 38' " ,
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KING HENRY COURT
TENTATIVE
LAND DIVISION PLAN
'DATE:
I DESIGNED BY
I DRAWN BY
I CHECKED BY
I PROJECT NO.
I SHEFT NO.
L
'.
NARRATIVE,
THE PURPOSE Of THE PROPOSED SUBDI\1Sl0N IS TO
CREATE 10 LOTS fOR CONSTRUCTION OF SINGLE fAMILY
HOUSES.
THtRE ARt ONE SlNGtE F AM1L Y HOUSE AND TWO
OUTBUILDINGS CURRENTLY LOCATED ON SITE.
ASSESSOR'S t.4AP 17-03-24-34 TAX LOT 1100.
AREA - 1.79 ACRES.
ZONING - LOW DENSITY RESIDENTIAL
SOLAR ACCESS STANDARDS,
LOTS 4 AND 10 COt.4Pl Y WITH CITY Of SPRINGFlEtD SOLAR
ACCESS STANDARDS, SECTION 35.010 (3)(b)(1).
lOTS 1-3 'AND 5-"9 00 NOT't.4EET REQUIREt.4ENTS' Of CITY
OF SPRINGflELO SOLAR ACCESS STANDARDS DUE TO
ALlO'.IIED DENSITY, SECTION 35.010 (3)(d)(1)(o).
PU8UC IMPROVEMENTS,
All PUBUC IMPROVEMENTS ARE PROPOSED TO BE
INSTAlLED PRIVATELY.
lREES,
All. TREES WITHIN PUBUC RIGHT-Of-WAY AND PUBUC AND
PRIVATE EASEt.4ENTS WILL BE REMOVED.
NO STREET TREES ARE PROPOSED.
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PROFESSIONAL
LANO SURVEYOR
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OCTOBER 20041
Aleksondra lllVkO~k~
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DOUG WEBER
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Eugenll, Orllgon 97440
Phone: 541-461-9779
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_NDV.-02-2004
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NOV-D2-2004GTDE)
17:03 . 'e
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Title.
541 485 0302
541 485 0302
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P.02/05
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GASCACE:
TITLE
CO.
STATUS OF RECORD TITLE REPORT
WEBBER, ELLIOTT ENGINEERS, P.C.
223 NORTH A STREET
SPRINGFIELD, OR 97477
Our No: CT"243150
Date: NOVEMBER 02, 2004
Charge: $200,00
Government Service Fee: $25.00
AS requested, Cascade Title Co. has searched our tract. indices as to the
following described real property:
( A T T A C H E D
.'- -;l~.",..and as of: OCTOBER 14, 2004, at 8:00 A,M. we find the following:
:B:1-";
:!!
'. Vestee:
HENRY BLAIR AND BEA BLAIR
as tenants by the entirety
Said property is subject to the following on record matters:
01. Taxes, Account No. .0199248, Assessor's Map No_ 17 03 24 3 4, #1100,
Code 19-04, 2004-2005, in the amount of $1,843.20, NOW DUE AND PAYABLE.
02. Rights of the public in and to that portion lying within streets, roads
and highways.
03. Deed of Trust, including the terms and provisions thereof, executed by.
Henry Blair and Bea Blair, as tenants by the entirety, Grantor, to Cascade
Title Company, Trustee, for the benefit of Rollie David Mulkey and Phyllis
Elaine Mulkey, Trustees of Just-A-Mere Farm Living Trust, dated July 13, 1985,
.Beneficiary, dated December 29, 2003, recorded December 31, 2003, Reception
No. 2003-124035, Lane County Official Records, to secure payment of a note in
the amount of$254,iioo _ 00 ..... ..
continued-
MAIN OFFICE * 811 WILLAMETTE ST. . EUGENE, OREGON 97401 * PH, (541) 687-2233
FLORENCE * 1234 RHODODENDRON DR. * FLORENCE, OREGON 97439 * PH: (541) 997-8417
EUGENE FAX. 485-0307' E-MAIL: info@cascadetit1e.com* FLORENCE FAX: 997-8246
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Rx Oale/Time
NOl'-02~2004
NOV-02-2004(TUE)
17:03 .' ,
J 7: Ii
Title
541 485 0302
541 485 0302
P. 003
P.03/05
This report is to be utilized for information only_ Any use of this report as
a basis for transferring, encumbering or foreclosing the real property
described will require prior notification to the undersigned and payment in an
amount equivalent to applicable title insurance premiums as required by the
rating schedule on file with the Oregon Insurance Division_
The liability of Cascade Title Co., is limited to the addressee and shall not
exceed the premium paid hereunder.
CASCADE TITLE CO., by:
./-
Boyd Steele
ar/Title
Rx Dale/Time
NDV-02-2004
NOV-02~2004(TUE)
17:03 c
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Title
541 485 0302
541 485 0302
P. 004
P,04/05
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PROPERTY DESCRIPTION
A parcel of land in the southeast one-quarter of the southwest one-quarter of
section 24, Township 17 South, Range 3 West of the Wi11amette Meridian,
described as followS: Beginning at a point on the West right-of-way line of
19th street. being North 2271.66 feet and North 890 42' 35" West 30 feet from
the southwest corner of Donation Land Claim No. 51. said point also being the
southeast corner of Lot 13, Block 3. FIRST ADDITION TO YOLANDA pARK, as
platted and recorded in Book 40. page 14, Lane County Oregon plat Records;
thence North 890 42' 35" West .along the south line of said Lot 13, and its
Westerly extension thereof. 234.58 feet to the Northeast corner of Lot 6,
Block 3. SIXTH ADDITION TO YOLANDA pARK, as platted and recorded in Book 55.
Page 14, Lane County Oregon Plat Records; thence South 000 14' west along the
East line of said Lot 6 and its Southerly extension thereof. 336,25 feet to
the Northerly right-of-way line of Hayden Bridge Road; thence South 890 35'
30" East along said Northerly right-of-way line 244.58 feet, more or less, to
the. point of intersection .with the West right-of-way line of 19th Street;
thence North along said West right-at-way line to .a point which bears South
_ ." &_~m rhe point at Beginning, the"ce North 890 42' 35" West 10
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B90 4i1 35" East from CIlt:: r...........--
feet to the pair ,f. ",eginning, in Lane County, v:"~,,~.--
EXCEPTIJ.. d'. _act of land conveyed to Lanr r;o..nty, as described
by instrUment recorded March 25, 19~2, Rt 2, Reception No.
9216156, Lane County Official Records.
ALSO EXCEPTING a.tract of land conveyed to Lane County as
described by instrument recorded september 14, 1995, Reel 2096,
Reception No, 9551657, La.ne County Official Records.
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225 Fifth Street
Spr.ingfieid, Oregon 97477
541-726-3759 Phone
a..p'~I"~_~~EO'~'.~j1_""_:':_'..'
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City of Springfield Official Receipt
Development Services Department
Public Works Department
RECEIPT #:
2200500000000000112
Date: 02/01/2005
12:02:50PM
Job/Journal Number Description
Planning - GIS Maps - 15.0000 @ $1.0000
Project StaffTime - 5.0000 @ $1.0000
Planning Copies - 1st Copy - 1.0000@ $0.7500
Planning Copies - Each Additional Copy after 1st -
. 56.0000 @ $0.5000
Amount Due
15.00
5.00
0.75
28.00
Item Total:
$48~75
Payments:
Type of Payment Paid By
CreditCard MARY FOSTER
Check Number Authorization
Received By Batch Number Number How Received
ddk 030842 In Person
Payment Total:
Amount Paid
$48.75
$48.75
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2/1/2005
Page 1 of I