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LAND PARTITION PLAT NUMBER2008-P2205
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PARTITION PLAT FOR
DAVID M. AND
CHRISTINA N.NOWAK
RECORDED
LANE COUNTY SURVEYORS OFFICE
C.S. FilE NO. ?/o89</
FlUNG DATE 2Y-Vd". '08
2~ ::J;n. '08
DATE
c
LANE COUNTY CLERK & RECORDER
OF CONVEYANCES
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DivisJon of Chief Deputy Clerk
lan. Counly p~ed~ and Reco~d~
BEING A REPLAT OF LOT 65 OF 8.JI. mNSHA" PLAT
S.E. 1/4, SEC.. 32, T.17S., R.2Jf.,Jr.M.
. '. .
SPRINGFIEW, LANE COUNTY, OREGON
JULY 19,2007
SCALE: 1 1'= 30'
2008.00~26~
11,11 I I II $11. 00
00911201200800042640010019
01/24/2008 09:47:22 AM
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Wf.0~G~T(/!{,}~1Y
LEGEND
@ FOUND MONUMENT AS NOTED.
t:\._ SET 5/8" X JO" REBAR WITH l'tLLOW PLASTIC
~ CAP MARKED "BRANCH ENG INC,"~
cALCULATED POINT - . NOTHING. FOUND NOR SET,
. DENOTES REFERENCE DESIGNATION.AS NOTED IN NARRATIVE
REFERENCES
L E.M~HINSHAW PLAT AS PLATTED IN BOOK 12 ON PAGE
20, LCOPR
2, CSF 15992 BY R. WILSON HUTCHISON FILED ON AUGUST,
1969
J. C$F 18460 BY JAMES E. BRITTON FILED IN. JUNE 1974
4, LPPN 2007-P 2 141 ,./-COPPR, BY SCOTT GOEBEL
5. DECLARATION OF PRIVATE ACCESS AND UTILITY EASEMENTS
AS RECORDED ON ..::2</J'Qr). ., 200t,AT
RECEPTION NUMBER .'2008- ~"i 6 6 , LCOOR
o
@
DENOTES LOT NUMBERS PER E.M. HINSHAW (3)
55 54
DENOTES DEDICATED HEREON
DENOTES CALCULATEDFROU REFERENCE
DENOTES CALCULATED FROM TWO REFERENCES
DENOTES CALCULATE:D POINT
DENOTES IRON PIPE.
DENOTES YELLOW PLASnc CAP.
DENOTES UNKNOWN ORIGIN,
DENOTES PUBLIC UTILITY EASEMENT.
DENOTES SPRINGFIELD UTILITY BOARD
DENOTES COUNTY SURVEY FILE.
. DENOTES DONATION LAND CLAiM
DENOTES NOT TO SCALE.
DENOTES LAND PARnnON PLAT NUMBER
DENOTES LANE COUNTY OREGON OFFICIAL RECORDS.
DENOTES LANE COUNTY OREGON PLAT RECORDS.
DENOTES LANE COUNTY OREGON PARTITION PLAT RECORDS.
DENOTES MONUMENT. USED TO ESTABLISH BASIS
OF BEARINGS. .
() DENOTES DATA OF RECORD.
ALL DISTANCES SHOWN ARE IN FEU.
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(1-2 CALC)
CALC PT '
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CSF
DLC
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LPPN
LCOOR
LCOPR
LCOPPR
NOTES
1. NO BUILDING, STRUCTURE, TREES, SHRUBBERY OR OTHER
OBSTRUCTION SHALL. BE PLACED OR LOGA TED ON OR IN
A PUBLIC UTILITY EASEMENT.
2. ALL LOTS MUST CONFORM TO THE VISION CLEARANCE
TRIANGLE STANDARDS SET FORTH IN THE SPRINGFIELD
CITY CODE.
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. ~ Branch Engineering, Inc..
.~} 310 Firth Street
Sprinafield,Oregon 97477
(541)746-0637 FAX (541)746-0389
brancbadminebranchengineering.com
Civil. Structures. Transportation · Surveying
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, 62606/
EXPIRES: DECEMBER 31. 2009
II
FOUND 1/2" IP (1)
(J/4" PIPE)(J)
589'47'00't O.JO(NTS) ~
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PROJECT NO, 06-211
PAGE 1 OF 2
CITY OF SPRINGFIELD CASE NO. SUB2007-00003
~ TAX MAP 17-02-32-43, TAX LOT 6700
PLOTTER: HP DESIGNJET 650C
INK: HP 51640A
,M rLA ~ ; 13 vL l P!?t;G t:,uTE7R fJ It. J r€.~ t+ MIL /A.J(C YeT pO vllL E M fffTB
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Q s~\= 3Ce 550
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~
LANE COUNTY. SYRVEYORS OFfiCE
C.S. fiLE No. ~ l.i550 .
rtLlNGOATE '2l7 At'1t.. '00 - G
NARRA TIVE
THE NORTH LINE OF THIS SURVEY WAS ESTABLISHED BY HOLDING THE ALIGNMENT
OF MONUMENTS FOUND AS SHOWN IN THE .E.M. HlNSHA W PtA T (REFERENCE 5)
PARALLEL TO THE MONUMENTS FOUND ON tHE CENTERLINE OF. BL UEBEL L( WA Y
WHICH WAS THE. BASIS OF BEARINGS FOR THIS SURVEY. . THE WEST LINE OF.. THIS
SURVEY WAS ESTABLISHED BY HOLDING THE ALIGNMENT OF THE MONUMENTS
FOfH) NEAR THE NORTHWEST AND SOUTHWfST CORNERS OF LOT 38 or SAC PLA T
THE sourH LINE. ALSO BEING THE NOR.TH MARGIN OF DAISY. STREET. WAS
ESTABLISHED AT A 30.00 FOOT RIGHT-OF:.WAY FROM THE FOUND CENTERLINE
MONUMENTS .OF SAID STREET. THE MEASURED DISTANCE FROM THE FOUND
MONUMENT A T THE NORTHEAST CORNER OF LOT 39 TO THE PREVIOUSL Y
ESTABLISHED NORTHWEST CORNER OF LOT 38 WAS USED TO PRORATE THE
DISTANCES OF THE NORTH LIES OF LOTS 38 ANt> 39 THEREBY ESTABLISHING THE
NORTHEAST CORNER OF SAlD LOT 38. THE SOUTHEAST CORNER LOT 38 WAS
ESTABLISHED 8Y PRORATING THE DISTANCE FROM THE SOUTHEAST CORNER OF
LOT 39 CALCULA TED FROM CENTERLINE MOMJMENTS HELD ON 47TH STREET AND
DAISY STREET TO THE PREVIOUSL Y ESTABLISHED SOUTHWE'ST CORNER OF SAID
Lor 38. THE EAST LINE OF THIS SuRVEY WAS THEN ESTABLISfED FROM THE
RECORD DEED r-OR T AX LOT 6401 (REFERENCE 6l
--
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J
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o CALCULA TED POINT . NOTHING FOUND NOR SET. .
. DENOTES MEASURED BEARINGSANDIOR D'STANC~S
ARE EQUAL TO DA T A OF RECORD.
( ) DENO rES DA T A OF RECORD.
ALL 015T A NCES SHOWN ARE IN FEET.
+ DENOTES LINE NOT TO SCALE.
L.e.O.R DENOTES LANE COUNTY OFFICIAL RECORDS..
C.S.F. No. DENOTES COUNTY SURVEY FILE NUMBER.
l.C.O.P.R~ DENOTES LANE COUNTY OREGON PLA T RECORDS.
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202.33 (I) (202.39J (5)
FND. 1/2" IRON PIPE (5)
S 00008'33.' W 0.11
763.51 (764.6B) (5)
".,- 103.48 (l03.7/J (5) -',
"S89044'OO"E (4XSJ 59.41 '
64.00 (6)
123.41 (I23.75) (5)
146.99. (/47.45) (4HS)
. -......,
~
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IRON PIPE (4)(5J
II
INITIAL POINT
L.P.P.N. 93.P0344
FND 1/2" IRON
PIPE (4)(5)
,-
S 89"44'00" E (5)..
. S 89044'00" (5) 103.75 (2J
,~.. . ($ 870S9'08" E) (2) (/03. 7/) (5)
L S 89044'00" E (/ }(S)
.~ ^ 103.48 M- .^'03.48
v-v (/03.7/J (5) ~ a03.71) (5)
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REFERENCES
BOUNDARY SURVJ!,'Y FOR
JOHN McDONALD
4.
5.
6.
C.S.F. 13450
E.M. HINSHAW PLAT BOOK 12. PAGE 20 L.C.O.P.R.
DEED RECORDED AUG. 3. 1999 REEL 2576R
REC. 99067897 L.C.O.R.
A PORTION OF LOT38,E.Jl. HINSHAW PLAT
S.E. 1/4, SEC. 32, T.17S., B.2"'., Jr.Jf.
SPRINGFIELD, LANE COUNTY, OREGON
APRIL 6, 2000
SCALE 1 "=30'
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LAND PARTITION PLA T No. 93-P0344
LAND PARTITION PLA T No. 95.P0761
C.S.F. 23657
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30.00'
-
. REGISTERED
PROFESSIONAL
LAND SURVEYOR
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/(- o-94'OO"W) (4)(5) . '",64.00 (6)
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-.....
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126.68(126.95) (4)(5)
-fCi? Branc.} Engin~ering, Inc.
~ 310 FUth Street
Sprin,field. Ore,on 97477
(541)7-46-0637 FAX (541)746-0389
~ 0. I~
OREGON. I
JULY 20. 1993
REX A. BETZ
'., . -2606 /'
EXPIRES OEC31. 2001
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,
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IRON PIPE (5)
SB9041'39"E 0.11
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IRON PIPE (5)
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sr.
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PROJECT No. 00"060
~ TAX MAP 17-02-32-4-3. TAX LOT 6400
PLOTTER: HP DES/GNJET 650C
INK: HP 5/640A
MYLAR: CONTINENTAL JPC4MI
.~.
DWG. No. Z:\2000\OO-060\00060SURV.DWG 4/6/00 ARS
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WAY
FND 1/2"
IRON PIPE
(SET IN R.1)
0.05' N
0.27' E @J
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(19.95' R.t)
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LAND PARTITION PLAT NO.
PAR11TIONPLAT 2007 -P2141
p'OR
lJANNIKA D. & GAH11l H. WHI'l'B'
A REl'LAT OF L01' 56 OP' THE' E'. M. HINSHAW PLA'l'
SE 1/4 SEC. 32, T. 17 S., R. 2 W., JY.M.
SPRINGFIEW,. LANE COUN'l'Y, .ORE'GON
17 JANUARY 2007
SCALE 1" : 20'
\
~~- ::)
RECORDED
DATE: 29\M.'o7
-'CuuR' y ~LI:t<1\.
BY: J~_
LANE COUNTY SURVEYORS OFFICE
C.S. FILE No.+,o58Y
FILING DATE: ,29 Cf(;". ~1
N
FND 3/4" IRON PIPE
HELD AS NORTHEAST
CORNER OF LOT 60
(SET IN R.t)
. .
-dr-
.
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FND 3/4" IRON PIPE~ { ~
(SET IN R. 1) ..
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- 13' WIDE JOINT ACCESS AND
PRIVATE UnUTY EASEMENT PER
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FND 3/4" IRON PIPE
(SET IN R.t)
0.39' N
O. 11' ~ @
10.00 '
___1_~___----~---~-~-------~------------1
589'44'00"E217.80' (R.t) :
J_~___~_~_______~ 150.00' L_~~--------~-~-'1
I 20.{(0'. ," 124 11' . "'_ lJ~..
~ .1 2~;~J:9'44'00"E 8o.28-:----~-....-r.:~.,~-~------'-~J.0;~ "".
\<Li' t, /'
- -VARIABLE WIDTH PRIVATE ACCESS EASEMENT
~ '.1.. 56J'48'J2"W 28.90' PER RECEPTION /2006-015440. LCODR
I VARIABLE WIDTH PRIVATE UTILITY EASEMENT
I . PER RECEPTION #2007-Y~335 , LCODR
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(FLAG := 13742 SF)
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PARCEL, 1
6417 SF',
137.52 '
FND3/4" IRON PIPE (SET IN R.1)-\
HELD AS SOUTHEAST
CORNER OF LOT 56 @
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, (SET INR.1) .
O. 19' 5
0.08 W
ASSESSORS MAP: 17-02-32 4 3, TAX LOT 6800 I
DOCUMENT CREATED ON DESIGNJET 230, INKJETHP51640A, JPC-4M2 FILM I
SUB 2006-00022 I
<f7. ,.. ...0" Goebel Engineering & Suneyinc
.. . . .. . . . . .,,;,::.:/"'. . INGD~.&\.&'lJNG 8lJ.... .iallNG PJAl..,'\>>\G
<.:,' . 310 Gorfteld Street. Eugene. Oregon
. (541) 687-0S42
('
c
Division 01 Chief Deputy Clerk
LAne County Deeds and Records
~001.0~~JJ2
1111 1111
0092'78420070044332~010019
06/29/2007 09:17:56 AM
RPR-PART Cnl=l Stn=6 CASHIER 07
$40.00 $10~00 $11.00
$61.00
LEGEND
o
.
PUE
R/W
LCOPR
LCODR
-^v-
@)
FOUND MoNUMENT AS NOTED
SET S/8H X JO" IRON ROD WITH YELLOW
PLASTIC CAP MARKED HG.E.S. PLS 2280"
PUBLIC UTILITY EASEMENT
RIGHT -OF-WAY
LANE COUNTY OREGON PLAT RECORD
LANE COUNTY OREGON DEED RECORD
LINE NOT TO SCALE
LOT NUMBER, E. M. HINSHAW PLAT
REFERENCES
R.T E. M. HINSHAW PLAT
BOOK 12, PAGE 20, LCOPR
N01:B'S
1. MEASURED DISTANCE EQUALS RECORD DISTANCE
UNLESS OTHERWISE NOTED.
2. NO BUILDING, STRUCTURE, TREE, SHRUBBERY,
OR OTHER OBSTRUCTION SHALL BE PLACED OR
LOCA TED ON, OR IN, A PUBLIC UTILITY EASEMENT.
. ."". I. ..~
REGIS TEREO . I,~
PROF'ESSIONALJ:
LAND SURVEYOR ~
-P~
ON~ON
JULY 16, 1981
seo'r T J. GOEBEL
2280
r ~(.~f.Y~t()Af[: tP/~/~7... ,_.1
SHEET 1 OF2
FILE: 09049-05\DWG\PLAT\FNLPART01.DWG
PLOT DATE: 7 MAR .2007
)D-fl fT
~
~fRC2Wq- COle;
-PRE-So 6Yltt (Tt/fLM 7b
~~ Phv/- I
bavitL .~
LAND PARTITION PLAT NUMBER
~
r!it
;.,-.--
",,-
"
/
/
~/ .
@
. . ..... . WESTERLY NORTHWEST CORNER
OF PARCEL 1 (5.7.8 ACRE
TRACT AS PER CSF 40908 (6)
FOUND 5/8" RE8AR WITH
WC "KPFF, INC"(6)
PARTITION PLAT FOR
DA VID NOWAK
BEING A REPLAT OF pARCEL 2 OF
LAND PARTITION PLAT NO. 2007--P2141
S.E.l/4, SEC. 32, T.17S., R.2W.,W.M.
SPRINGFIELD. LANE COUN'l f, OllEGON
JULY 8 2009 (N01'48'50"E)(6)
- - ; - [AST LINE OF t: ~ (NOO'IJ'OO"E)(J)(4)
SCALE. 1"- 30' [THOMAS D. EDWARDS .:!.. (NOO'04'09"E)(2)
· - DLC NO. 55 g ~ NOO'09'13"E 1127.89
T17S, R2Jv, WM td Q.. (100.00)(4)
(4)(6) 500.09'IJ" 99.9J (2)(3) 100.23(100.22)(2) 58.11 --'u"'-
J - - - - - - - - - - - -- - - - - - /~/~F;to 5/8-:RE:; MARKED - - - - - - ..J~,@ ~~Z~5(,=;"Z~':::N~:T7N:"~2; - - ~~ CD - - - - - --
, WITH YPC "G.E.S. PLS 2280"(2)(3) \\ (3/4" IP)(3) FOUND 3/4" IP (2)
: N89'46'23"W 2.37 \\ N89'46'28"W 2.41 N89'40'24"W 2.28
, .. FROM SET CORNER. ~ \ \ FROM SET CORNER, B FROM SET CORNER
~ ~ R' 0 - \ \REPLACED YPC WITH RPC. ., ~
~ ~. PARCEL 2 ~ d ! \ ~~'v 0 U ~
7079 ::t SQ.FT; -..;;.. K , ~ ~ ~ c:,(): ~)\} :::
'Y c:,O' ~
" 'Y
'\' '\
~ro<O
INDEX
RE COR D ED
LANE COUNTY SURVEYORS OfnCE
C.5. fiLE NO.
FILING DATE
PAGE 1
OVERALL SURVEY DATA, PLAT CURVE TABLE,
NOTE, 'REFERENCES, BOUNDARY AND LEGEND.
DATE
''''
PAGE 2
DETAIL, EASEMENT AND REFERENCES
LANE COUNTY CLERK & RECORDER
OF CONVEYANCES .
PAGE 3
SURVEyqR'S CERTIFICATE, NARRATIVE, RESTRICTIONS,
CONCURRENCE, DECLARATION, AND APPROVALS; .
NOTICE:
(1127.74)(6)
THIS PLAT SUBMITTED FOR PUBLIC
AGENCY REVIEW ONLY .-" IT IS NOT
OF PUBLIC RECORD
DO NOT COpy
--',
"
'"
'"
. \
30.00 c'lfr JO.OO -''P>-
E~ @.-
FOUND 5/8" RE8AR!
WITH YPC MARKED
"KPFF INC. "(6)
B
B-
o
~
'--
~
~
@
FOUND 5/8" REBAR
WITH YPC MARKED
"BRANCH ENe. INC. "(2)
S89'40'24"E 0.14
Fl?OM CALCULATED POINT
ON MARGIN, (RELACED YPC
WITH RPC) TRUE CORNER
NOT SET HEREON
~
~
N~
~~
~~
="'f 0:::
~
rl\ 0
.w~ 0
(c)
~
LEGEND
@ FOUND MONUMENT AS NOTED,
@ SET 5/8" x jO" REBAR WITH YELLOW PLASTIC
CAP MARKED "BRANCH ENG INC.", .
& SET 2 1/2" MAG NAIL WITH BRASS
WASHER MARKED "BRANCH ENG"
CALCULATED POINT - NOTHING FOUND NOR SU,
@ DENOTES REFERENCE, DESIGNATION AS NOTED IN NARRATIVE
+ DENOTES LINE NOT TO SCALE.
IP DENOTES IRON PIPE.
(NTS) DENOTES NOT TO SCALE,
DLC DENOTES DONATION LAND CLAIM NUMBER
YPC DENOTES YELLOW PLASTIC CAP.
PUE DENOTES PUBLIC UTILITY. EASEMENT.
CSF DENOTES COUNTY. SURVEY FILE.
LCOOI? DENOTES LANE COUNTY OREGON OFFICIAL RECORDS,
LCOPR DENOTES LANE COUNTY OREGON PLAT RECORDS,
BR DENOTES MONUMENT USED TO ESTABLISH BASIS
OF BEARINGS,
() DENOTES DATA OF RECORD,
ALL DISTANCES SHOWN ARE IN FEU.
o
FOUND 1/2" IP(2J\
S46'59'3. 9"E 0.51 .
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DETAILED ON '--~ I I ~~ "G.f.S. PLS 2280"(2)(3) \
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(N.89'47.'00"W.O.51)(2) .7... . . I SOO'1424'W(1)
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WITH YPC "G.E.S. PLS 2280"(2)(3) SOUTH 47th STREET g I~
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209.88(210.00)(4) @"" . .
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POINT ON MARGIN
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SOO'13'09"W 99.93
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1. SURVEY MAP BY REX A. BETZ FILED APRIL 27, 2000 AS CSF
NO .36550.
2. LPPN. 2008-P2205 BY REX A, BETZ FILtO JANUARY 24, 2008
AS CSF NO 40894.
3. LPPN 2007-P2141 BY SCOTT J.GOEBEL FILED JUNE 29,
2007 AS CSF NO 40584.
"E.M. HINSHAW PLAT" AS PLATTED AND RECORDED JUNE 28,
1946 IN BOOK 12 AT PAGE 20 LCOPR.
5. SURVEY MAP BY R. WILSON HUTCHISON FILED AUGUST 1969 AS
CSFNO 15992.
6. SURVEY MAP.. BY TIMOTHY D. MAHONEY FILED FEBRUARY ",
2008 AS CSF NO 40908.
PARCEL 1
8503 ::t SO. FT.
~a
t.O'NN"
O)tOl.r)
,,~~
---... ~ f") ""'> I ,,,
-...... \ --~~ {NOO'1300E)(2)
'10). ... ..< NOO'16'26"E 100.10(2)
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{ I;:: ~ MARKED "BRANCH ENG. INC. "(2)
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REFERENCES
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NOO'16'26"E
(NOO'13'OO"E)(2)
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~ Branch Engineering, Inc.
.~ 310 Fifth street .
Springfield, Oregon 97477
(541 )746...:.0637 FAX. (541 )746;...0389
branchadmin@branchengineering,com
Civil · Structures · Transportation · Surveying
CURVE DELTA
C 1 34'57'46"
--'~'---~-' ..-...-....-.-..----.
C2 33'33'27"
..-----.....-.-..... _.~_......
C3 3Z 16'33"
CURVE TABLE
RADIUS ARC LONG CHORD
41.00 25.02 S70'51'10"E 24.63
~_.---..-._.__.., . "'...-.--.-"- ..~ ...............-----...-.-----..--.
14.00 8.20 N7Z59'40''W 8.08
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POSITIONS OF RR SPIKE SHOWN AS
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DESTROYED 8Y STREET CONSTRUCTION.
---"'~x!- . 151.10
~ ---7 ~FOUND '-'/4" 8RASS CAP ,
, WITH 2" 8RASS WASHER (6)
(NO MARKINGS)
S34'35'39'W 1.22
FROM CALCULATED
CENTERLINE INTERSECnON
0.
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175.94(176.00)(4)
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PLOTTER: XEROGRAPHIC KIP8000
INK: XEROGRAPHIC TONER
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FLtt U:Y'~'
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CITY OF SPRINGFIELD CASE NO. SUB 2008--00040
NOTES
1 . NO BUILDING, STRUCTURE, TREES, SHRUBBERY OR OTHER OBSTRUCTION
SHALL BE PLACED OR LOCATED ON OR INA PUBLIC UTILITY EASEMENT.
2. ALL LOTS MUST CONFORM TO THE VISION CLEARANCE TRIANGLE
STANDARDS SET FORTH IN THE SPRINGFIELD DEVELOPMENT CODE.
REGISTERED
PROFESSIONAL
, LAND SURVEYOR
..dz....-~./
..' . ~ " ,
.~{~ . /,
/: . 'OREG_QN/ .
JULY 20,1993
REX A. BETZ
" #2606 < ~
EXPIRES: DECEMBER 31, 2009
PROJECT NO, 08..:..142
PAGE 1 OF 3
Ui~
Z:\2008\08-142 Nowak\PLAT\08-142 1-J plat.dwg, Layout (1)
SAVED: Jul 08, 2009 at 10:10am
willie
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LAND PARTITION ,PLAT NUMBER
-~ -
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15
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PARTITION PLAT FOR
DA VID NOWAI(
BEING A REPLAT OF PARCEL 20F
LAND PARTITION PLATNO.2007-P2141
S.E. 1/4, SEC. 32, 1'.17S., R.2W., If.M.
SPRINGFIELD, LANE COUN'1 f, OREGON
JULY 8, 2009
SCALE: 1 "= 10'
R E C O. R.D E D
LANE COUNTY' SURVEYORS orrlCE
C.S. riLE NO.
nllNG DATE
DATE.
LANE COUNTY CLERK & RECORDER
OF . CONVEYANCES
. NOTICE:.
THIS PLAT SUBMITTED FOR PUBLIC
AGENCY REVIEW. ONLY - IT IS NOT
OF. PUBLIC RECORD
DO NOT COPY
~\
~
vO ~)
N89' 46 '23"W 150. OO( 150. 01)(8)
~OUND 5/8" REBAR ~., . 9-.,,\
MARKED WITH YPC I .
"G.t-s. . PLS 2280."(4) . ... '. ... :.. .. ,. , ~
Of.. S.TR. . O~O. 8. Y ORM.WAY CONsmucnON ..... .... ...... .. t 3.00'x 150.00' PRIVATE. ACCESS AND UTILITY EASEMENT ~ R
N89'46'23"W 0.25(NTS) . .. . BENEFITTING LOT 56 OF "E.M. HINSHAW. PLAT"(4)(8) , ~ ~f)
(N89'47'00"W 0.51)(2) . ~. . .... ~ ~ 8 ~
>,_..,.- FROM SET CORNER .. ... .. SB9.46'2J"E 219.95 ~ 0 ~ b
/ ,~~<-.;.---INIT1AL POINT 150.00(7)(8)...~;l --; ~
@!l~ ... 149.17 I '~0.8J
c;1~~--- 5.00 WIDE PRIVATE SANITARY ( .- '
/! ~ EASEMENT BENEFITTING PARCEL " --'0 ,....;-
! <::) ""t- 1r0F LPPN 2007-P2141(11) , VARIABLE WIDTH PRIVATE ACCESS AND ~ \ ,----
c:::,n~:::.-... r - - - _ _ _ - - - -~-- - - - - - - - - - - - - - - - - - - - -=-=- - - _UTILITY EASEMENT BENEFlmNG LOT .' - ~,; \.:......~
~ f:) '<... _I _ 57 OF "E.MHINSHAWPLAT"(4)(7) - -9- - - -)- - - - - - - - - - - - - - -7>1 cf)
.", ' I 8 "">
kU :!J '~~8'16" '- .DECLARATlON OF VARIABLE WIDTH PRIVATE UTILITY EASEMENT (9) . <:::l4 - "'i b
~(~" 1 ~ ",t.?~A/ ~ .-- R
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~ ~ . I"' 6'~;); ':';-"'.7 ~ _j:":=~" __ ~ :-- -'--' -.-"-JOINT USf.}!ARIABLf. WIOE PRIVATf. .EORMWAit:~9,J1IWNAGf. f.ASEMENT Bf.NmmN~PARCf.L$...! ANO ~ .!!..f.Rf.O':!.... (10)- ~ _- 0 ;;t'
\ /,,.--11.83,1 --,\ /( ,/<>.9 ":.:-,,/ . '....",..." 5.00' WIDE PRIVATE SANITARY EASEMENT BENEFITTING PARCEL 1 (11) 3.00- '- C<-......~ . . ~
. J6)J. . t;C. ", . "u --~ '~ . . -~
FaUNO 5/8" Rf.8AR~ ~ "\",__ L::?!P' 25.3ie..9~\.~)\.1) --' 13.64 . //f-..... ' '-"" - '-'. - --~
" MARKED WITH ,~PC \ lJ) ,~-~ u "'ft ~B.90) N89-46'2J"W 80.12 --- I." FOUND 5/8" REBAR 0
G~E.S. PLS 2280 (4) 'J..7 1.B~ I.. Sf::>~ !''tt :::::MARKED WITH YPC JOINT USE VARIABLE WIDTH '- ~
N89'46'2J"W 0.16(NTS) ~... . oS6r ~6rB . 8"". PRIVATE ACCESS AND PRIVATE CJ'. - - - .. . .
(N89'47'00.''W 0.40\(2\ ".__. __" S cS be -: G.E.S. PLS 2280 (2)(3) UTILITY EASEMENT BeNC'FlTTING - - --.f.)
FROM CALCUJTE6 \Su ~ PARCEL t AND 2 HEREON (10) -....... ~
CORNER (CALCULATED 'C;f-' ~ ~
CORNER NOT SET HEREIN) ~ 1 ' ~, M PARCEL 1 ~
I ~CJ<V~1~<<~\ 8503 :l: SO. FT. 0)
1 ~~. nt:P ..~ 0' -\'\ f;j
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REFERENCES
LEGEND
1. SURVEY MAP BY REX A BETZ FILED APRIL 27, 2000 AS CSF
NO 36550.
2. LPPN 2008-P2205 BY. REX A BETZ FILED JANUARY 24; 2008
AS CSF NO 40894.
3. LPPN 2007 -P2141 BY SCOTT J. GOEBEL FILED JUNE 29,
2007 AS CSF NO 40584.
4. "E.M. HINSHAW PLAT" AS PLATTED AND RECORDED JUNE 28,
1946 IN BOOK 12 AT PAGE 20 LCOPR.
5. SURVEY MAP BY R. WILSON HUTCHISON FILED AUGUST 1969 AS .
CSF NO 15992.
6. SURVEY MAP BY TIMOTHY D. MAHONEY FILED FEBRUARY 11,
2008 AS CSF NO 40908.
7. EASEMENT AND MAINTENANCE AGREEMENT RECORDED MARCH 8;
2006 AT RECORDER'S NUMBER 2006-015440 LCOOR.
8. EASEMENT AND MAINTENANCE AGREEMENT RECORDED MARCH
8, 2006 AT RECORDER'S NUMBER 2006~0 15441 LCOOR.
9. PRIVATE UTILITY EASEMENT RECORDED JUNE 29, 2007 AT
RECORDER'S NUMBER 2007-044335 LCOOR.
10. DECLARA TlON OF JOINT USE VARIABLE WIDTH PRIVATE ACCESS
AND PRIVA T~ UTILITY EASEMENT. AND JOINT USE VARIABLE WIDTH
PRIVA TE STORMWA TER EASEMENT BENEFITTING PARCELS 1 AND
2 RECORDED , 20 AT RECORDER'S
NUMBER 20 . LCOOR~
11. 5.00-FOOT WIDE PRIVATE SANITARY SEWER EASEMENT
BENEFITTING PARCEL 1 OF LPPN 2007-P2141 RECORDED
20_ AT RECORDER'S NUMBER
20 LCOOR.
. @ FOUND MONUMENT AS NOTED.
~ SET 5/8" x 30" REBAR WITH YELLOW PLASTIC
~ CAP MARKED "BRANCH ENG INC.".
. ~. SET 2 1/2" MAG NAIL WITH BRASS
WASHER MARKED "BRANCH ENG"
o CALCULATED POINT - NOTHiNG FOUND NOR. SET.
CSF DENOTES COUNTY SURVEY FILE.
YPC DENOTES YELLOW PLASTIC CAP.
PUE DENOTES PUBLIC UTILITY EASEMENT.
(NTS) DENOTES NOT TO SCALE.
LCOOR DENOTES LANE COUNTY OFFICIAL RECORDS.
LCOPR DENOTES LANE COUNTY OREGON PLA TRECORDS.
() DENOTES DATA OF RECORD.
ALL DISTANCES SHOWN ARE IN FEET.
CURve TABLe
CURVE DELTA RADIUS ARC
,._..~L..., _ ~~~~~~~,~~,.- _1.i:OO 25.02
C2 33'33'27" 14.00 8.20
------- --~- ---
C3 31'16'33" 46.00 25.91
LONG CHORD
570'51'10"E 24.63
N71'59'40'W 8.08
572'21'13"[ 25.57 .
,~
'.
~.. Branch Engineering, Inc.
...~ 310 Fifth Street
. Springfield, Oregon 97477
(541)746:-0637 FAX (541)746-0389
branchadmin@branchengineering.com
Civil . structures . Transportation . Surveying
CITY OF SPRINGFIELD CASE NO. SUB 2008-00040
REGISTERED
PROFESSIONAL
LAND SURVEYOR
~ ......~I
~PJ
, r OREOON-'"
JULY 20,1993
REX A. BETZ
.~ #2606 /I
EXPIRES: DECEMBER 31, 2009
NOTES
,. NO BUILDING, STRUCTURE, TREES, SHRUBBERY OR OTHER OBSTRUCTION SHALL
BE PLACED OR LOCATED ON OR IN A PUBLIC UTILITY EASEMENT.
2. ALL LOTS MUST CONFORM TO THE VISION CLEARANCE TRIANGLE STANDARDS
SET FORTH IN THE SPRINGFIELD DEVELOPMENT CODE:
Z:\2008\08-142 Nowak\PLAT\08-142-2 NO HATCH plat.dwg, Layout (2)
PROJECT NO. 08-142
PAGE 2 OF 3
-~
SAVED: Jul08, 2009 at 10:11am GPW
BF8042X..:...4
LAND PARTITION PLAT NUMBER
~J
.~
R E COR D E D
LANE COUNTY SURVEYORS OfFICE
C.S. FILE NO.
FILING DATE
DECLARATION . ... .
KNOW ALL PERSONS BY THESE PRESENTS tHAT DAVID M. NOWAK (1) DOES HEREBY CERTIFY THAT
HE is THE OWNER OF THE LAND AS HEREON DESCRIBED AND. DOES CAUSE THE PROPERTY TO. BE
PARTITIONED IN ACCORDANCE WITH THE PROVISIONS or CHAPTER 92 OF THE OREGON REVISED STATUTES
AS HEREON SHOWN; (2) DOES HEREBY ACKNOWLEDGE .THE CREATION OF f$Y SEPARAtE INSTRUMENtS
OF (A) THE JOINT USE VARIABLE WIDTH PRIVATE ACCESS AND PRIVATE UTILITY EASEMENT THAT UES
IN PARCEL 1 AND BENEFITS PARCELS 1 AND 2 AS NOTED IN REFERENcE 10 HEREON,. (B) THE JOINT
USE VARIABLE WIDTH PRIVATE STORMWATER. DRAINAGE EASEMENT THAT LIES IN PARCEL 1 AND.BENEFlTS
PARCELS t ANo2 AS NOtED IN REFERENCE 10 HEREON, AND (C) THE 5.00-FOOT WIDE PRIVATE
SANI.TAR. Y. SEWE.R EA. SEME. NT THAT L.IES IN P..'ARCEL '.. AND BENEFITS. PARCEL 1 QF LPPN ..2007-P2141
AS NOTED IN REFERENCE 11 HEREON; AND (3) DO HERE8YACKNOWLEDGE THE FOLLOW/~G. EXISTING
EASEMENTS. OF RECORD: (A) THE 6.00..;.FOOT PUBLIC UTILITIES EASEMENT THA T RUNS ALONG. THE EAST
6.00 FEET OF. PARCEL 2 AS. DEDICATED ON THE "E.M. HINSHAW PLAT", (B) THE. 7.00..:..FOOT AND THE
5.00-FOOT BY 150.00:"'FOOT PUBLIC UTILITY EASEMENTS THAT RUN ALONG THE WEST 7.00 FEET AND
NORTH 5.00 FEET OFTHE LANDS PARTITIONED HEREON AS DEDICATED ON LPPN 2007~P214.1, (C)
THE VARIABLE WIDTH PRIVATE ACCESS EASEMENT THAT RUNS ALONG .THE NORTHERN PORTION OF PARCEL
1 AND . NORTHWESTERN PORTION OF PARCEL 2 AS CREATED IN RECORDER'S NUMBER2006~015440;
(D). THE VARIABLE WIDTH PRIVATE UTILITY EASEMENT THAT RUNS ALONG THE NORTHERN PQRTlON OF
PARCEL 1 AND NORTHWESTERN PORTION OF PARCEL 2 AS CREATEO IN RECORDER'S. NUMBER 2007-
044335;. AND (4) ACKNOWLEDGE THE MAINTENANCE RESPONSIBIL~tIES ..CONTAINED .IN (A). THE 13.00-
FOOT BY 150.00-FOOT PRIVATE ACCESS EASEMENT THAT RUNS ALONG THE SOUTH LINE OF LOT 57 OF
THE "E.M. HINSHAW PLAT" AS CREATED IN RECORDER'S NUMBER 2006..;.015441 AND (B) THE VARIABLE
WIDTH PRIVATE ACCESS EASEMENT THAT RUNS ALONG THE NORTHERN PORTION OF PARCEL 1 AND
NORTHWESTERN PORTION OF PARCEL 2 AS CREATED IN RECORDER'S NUMBER 2006-015440.
DAVID M.. NOWAk
NARRATIVE
THE PURPOSE OF THIS SURVEY IS (1) TO PARTITION AND Mf\RK WITH PROPER MONUMENTS IN
ACCORDANCE WITH OREGON REVISED STATUTES CHAPTER 92 AND LOCAL ORDINANCES THE PARTITION
PLAT FOR DAVID M. NOWAK, CITY OF SPRINGFIELD CASE NO. SUB2008~00040; A$ GIVEN TENTATIVE
APPROVAL ON. OCTOBER 13, 2008 BY THE CITY OF .SPRINGFlELD AND (2) TO REFLECT A RESURVEY
OF THE WEST AND EAST BOUNDARIES OF LAND PARTITION PLAT NUMBER 2008-P2205 AS ADJUSTED
TO MATCH THE SURVEYED LOCATIONS OF SOUTH 47TH STREET AS PREVIOUSLY SHOWN IN THE BOUNDARY
SURVEY BY REX A. BETZ THAT WAS FILED APRIL 20, 2000 AS LANE COUNTY SURVEY FILE NUMBER
36550 (REF 1) AND THE EAST LINE OF THE THOMAS D. EDWARDS DONATION LAND CLAIM NUMBER 55
IN TOWNSHIP 17 SOUTH, RANGE 2 WEST OF THEWILLAMETTE. MERIDIAN AS RETRACED IN THE SURVEY
BY TIMOTHY D. MAHONEY THAT WAS FILED FEBRUARY 1,; 2008 AS LANE COUNrY SURVEY FILE NUMBER
40908 (REF 6). .
WITH REGARDS TO THE LOCATION OF SOUTH 47TH STREET AS SHOWN HEREON, TAKE NOTE THAT THE
CENTERLINE OF SOUTH 47TH STREET AS MONUMENTED AND SHOWN ON CSF 36650 (REf 1) WAS HELD
AS BEING THE CENTERLINE OF SAID STREET FOR THIS PARTITION PLAT. EIGHT YEARS FOLLOWING SAID
SURVEY (REF 1) LAND PARTITION PLAT NUMBER 2008-P2205 BY REX A. eETZ WAS FILED JANUARY 24,
2008 AS CSF 40894 (REF 2) DID NOT TAKETHE PREVIOUS SURVEY (REF 1) INTO CONSIDERATION AND
RELIED ON MONUMENTS FOUND ALONG THE WEST MARGIN FOR CALCULATION OF THE STREET. THIS
RESULTED IN AN INCONSISTENCY OF APPROXIMATELY 0.20 FEET MORE OR LESS AS SHOWN HEREON.
WITH REGARDS TO THE LOCATION OF THE EAST LINE OF THE THOMAS D. EDWARDS DONATION LAND
CLAIM NUMBER 55, TAKE NOTE THAT LPPN 2007-P2141 BY SCOTT J. GOEBEL FILED JUNE 29, 2007
AS CSF40584 (REF J) AND AFORESAID LPPN 2008-P2205 BY REX A. BETZ (REF 2) FOUND 3/4" IRON
PIPE MONUMENTS AT A NUMBER OF LOT CORNERS ALONG THE PURPORTED EAST PLAT BOUNDARY OF
"EM. HINSHAW PLAT" THAT WAS PLATTED AND RECORDED JUNE 28, 1946 (REF 4). THESE MONUMENTS
WERE USED IN SAID LPPN'S (REF 2.AND REF 3) TO CALCULATE A.. POSITION FOR SAID EAST PLAT
BOUNDARY AND SAID .EAST DLC LINE. SUBSEQUENT TO SAID LPPN'S (REF 2 AND REF J) TIMOTHY D..
MAHONE:Y RETRACED THE TRUE LOCATION OF SAID EAST DLC LINE BY UNCOVERING EXISTING DLC
MONUMENTS AS SHOWN ON HIS SURVEY THAT WAS FILED FEBRUARY 11, 2008 CSF 40908 (REF 6).
THE FIELD LOCATION OF THE LINE BETWEEN THE FOUND DLe MONUMENTS WAS HELD AS BEING THE
TRUE EAST PLAT BOUNDARY OF THE "E,M. HINSHAW PLAT" (REF 4);
TAKING INTO CONSIDERATION THE ABOVE, THE . POINTS AND LINES SHOWN ON THIS PARTITiON PLAT THAT
ARE PERTINENT TO THIS PLAT WERE ESTABLISHED AS FOLLOWS:
THE RAILROAD SPIKE (MON'A'? FOUND AT THE CENTERLINE INTERSECTION OF SOUTH 46TH STREET
AND BLUEBELLE WAY AND THE RAILROAD~PIKE (MON "B') FOUND AT THE CENTERLINE INTERSECTION
OF SOUTH 47TH STREET AND BLUEBELLE WAY WERE ACCEPTED AS BEING IN THE LOCATIONS AS SHOWN
ON THE SURVEY MAP BY REX A.! BETZ THAT WAS FILED APRIL 27, 2000 ASCSF NO 36550 (REF 1).
THE LINE BETWEEN SAID MONUMENTS WAS ACCEPTED AS BEING THE CENTERLINE OF SAID BLUEBELLE
WAY AND THE BEARING "SOUTH 89? 44' 00" EAST" OF THE LINE BETWEEN SAID MONUMENTS AS
SHOWN ON SAID CSF 36550 (REF 1) WAS HELD As THE BASIS OF BEARINGS SHOWN HEREON. THE
RAILROAD SPIKE THAT WAS SHOWN AS FOUND AT THE CENTERLINE INTERSECTION OF SOUTH 47TH
STREET AND DAISY STREET (LYING WEST OF SOUTH 47TH STREET) WAS DESTROYED WITH THE RE-
CONSTRUCTION OF DAISY STREET. THE LOCATION OF SAID CENTERLINE INTERSECTION WAS CALCULATED
BY RUNNING A LINE SOUTHERLY FROM MONUMENT "B" THE RECORD BEARING AND DISTANCE OF "SOUTH
00' 14' 24" WEST 445.84 FEET AS SHOWN ON SAID CSF 36550 (REF 1). THE MARGINS OF SOUTH
47TH STREET WERE CALCULATED BY OFFSETTING SAID CENTERLINE EASTERLY AND WESTERLY BY 30.00
FEET. THE 5/8" REBAR WITH YPC MARKED "KPFF, INC;" (MON "e'? FOUND AT THE INTERSECTION OF
THE SOUTH MARGIN OF DAISY STREET (LYING EAST OF. SOUTH 47TH STREET) WITH THE EAST LINE OF
THE THOMAS D. EDWARDS DLC NO. 55 IN TOWNSHIP 17 SOUTH, . RANGE 2. WEST Of THE WILLAMETTE
MERIDIAN WAS ACCEPTED AS BEING A POINT ON SAID DLc LINE AS SHOWN ON THE SURVEY MAP BY
TIMOTHY D. MAHONEY THAT WAS FILED FEBRUARY 1" 2008 AS CSF NO 40908 (REF 6). THE 5/8"
REBAR WITH YPC MARKED "KPFF,. INC." (MON "0') FOUND A T THE WESTERLY, NORTHWEST CORNER OF
PARCEL. 1 (5.78 ACRE . TRACT) AS SHOWN ON SAID CSF 40908 (REF 6 ) AND NORTHERLY OF THE
NORTHEAST CORNER OF THE LANDS PARTITIONED HEREON WAS ACCEPTED. AS BEING A POINT ON THE
AFORESAID EAST LINE OF DLC NO. 55 A AS SHOWN ON SAID SURVEY (REF 6). SAID EAST LINE OF
DLC NO. 55 WAS CALCULATED BY RUNNING A LINE BETWEEN AFORESAID MONUMENTS ''e'' AND "0". THE
5/8". REBAR WITH YPC MARKED "G.E.S. PLS 2280" (MaN. it,? FOUND AT THE NORTHWEST CORNER OF
THE LANDS PARTITIONED HEREON WAS ACCEPTED. AS BEING A POINT ON THE WESTERLY EXTENSION
OF THE NORTrl LINE OF LOT 56 OF THE "E.M; HINSHAW PLAT" (REF 4) AS SAID MONUMENT IS SHOWN
PARTITION PLAT FOR
DAVID NOWAK
BEING A REPLAT OF PARCEL 2 OF
LAND PARTITION PLAT NO. 2007--P2141
S.E. 1/4, SEC. 32, T.17S., R.2W., If.M.
SPRINGFIELD, LANECOUN'j f, OREGON
JULY B, 2009
SURVEYOR'S. CERTIFICATE
I, REX A. BETZ, A REGISTERED PROFESSIONAL LAND SURVEYOR, BEING DULY SWORN ON OA TH, DO
HEREBY CERTIFY. (1) THAT. THE INITIAL POINT AS. SHOWN HEREON .IS MARKED BY. A 2~" MAG NAIL
WITH BRASS WASHER IN LIEU OF A 5/8" X 30" REBAR WITH YELLOW PLASTIC CAP AS APPROVED BY
THE LANE COUNTY SURVEYORS OFFICE WHICH INITIAL POINT OCCUPIES THE NORTHWEST CORNER OF
THE LANDS.. PARTITIONED . HEREON AS SAID CORNER IS COMMON WITH THE NORTHWEST CORNER OF
PARCEL 2 OF LAND PARTITION PLAT NUMBER 2007-P2141 AS PARTITIONED AND RECORDED JANUARY
29, 2007 IN THE LAND PARTITiON PLAT RECORDS OF LANE COUNTY, STATE OF OREGON AND THE
NORTHWEST CORNER OF LOT 56 OF THE "E.M. HINSHAW PLAT" AS PLATTED AND RECORDED JUNE 28
1946 IN BOOK 12 AT PAGE 20 IN THE PLAT RECORDS OF LANE COUNrY, STATE OF OREGON; AND
(2) THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE FOLLOWING
DESCRIBED PARTITION: .
SITUATED IN THE ClrY OF SPRINGFIELD, LANE CO UN rY, STATE OF OREGON IN THE SOUTHEAST 1/4
OF SECTION. 32 IN TOWNSHIP 17 SOUTH, RANGE 2 WEST OF THE WILLAMETTE MERIDIAN AND
DESCRIBED AS FOLLOWS:
BEING ALL OF PARCEL 2 OF LAND PARTITION PLAT NO. 2007~P2141 AS PARTITIONED AND RECORDED
JANUARY 29, 2007 IN THE LAND PARTITION PLAT RECORDS OF LANE CO UN rY, STATE OF OREGON
AND ASSIGNED RECORDER'S NUMBER 2007-044332 IN THE OFFICIAL RECORDS OF LANE COUNTY,
STATE OF OREGON.
ON LPPN 2007~ P2141 (REF 3). THE 5/8" REBAR WITH YPC MARKED "G.E.S. PLS 2280" (MON "F'?
FOUND AT THE NORTHEAST CORNER OF THE LANDS PARTITIONED HEREON WAS ACCEPTED AS BEING A
POINT ON SAID NORTH LINE OF LOT 56 OF THE "E.M. HINSHAW PLAT" (REF 4) AS SAID MONUMENT
IS SHOWN ON LPPN 2007-P2141 (REF 3). THE 5/8" REBAR WITH YPC MARKED "BRANCH ENG. INC."
(MON "G'? FOUND AT THE SOUTHWEST CORNER OF THE LANDS PARTITIONED HEREON WAS ACCEPTED
AS BEING A POINT ON THE SOUTH LINE OF LOT 56 OF THE "E.M. HINSHAW PLAT" (REF 4) AS SAID
MONUMENT IS SHOWN ON LPPN 2008-P2205 BY REX A. BETZ THAT WAS FILED JANUARY 24, 2008 AS
CSF NO 40894 (REF 2). THE 5/8" REBAR WITH YPC MARKED "BRANCH ENG. INC." (MON "H'j FOUND
A T THE SOUTHEAST CORNER OF THE LANDS PARTITIONED HEREON WAS ACCEPTED AS BEING A POINT
ON SAID SOUTH LINE OF LOT 56 OF THE "E.M. HINSHAW PLAT" (REF 4) AS SAID MONUMENT IS SHOWN
ON LPPN 2008-P2205 BY REX A. BETZ THAT WAS FILED JANUARY 24, 2008 AS CSF NO 40894 (REF
2). THE NORTH LINE. AND NORTHEAST CORNER OF THE LANDS PARTITIONED HEREON (BEING COMMON
WITH THE NORTH LINE AND NORTHEAST CORNER OF SAID LOT 56) WERE CALCULATED BY RUNNING A
LINE EASTERLY FROM SAID MONUMENT "E" TO SAID MONUMENT "F" AND EXTENDING SAID LINE TO ITS
POINT OF INTERSECTION WITH AFORESAID EAST LINE OF DLC NO. 55. THE NORTHWEST CORNER OF THE
LANDS PARTITIONED HEREON (BEING COMMON WITH THE NORTHWEST CORNER OF SAID LOT 56) WAS
CALCULA TED BY INTERSECTION OF AFORESAID NORTH LINE WITH THE EAST MARGIN OF SOUTH 47TH
STREET. THE SOUTH LINE AND SOUTHWEST CORNER OF LOT 56 OF THE "E.M. HINSHAW PLAT" (REF 4)
AND THE SOUTHEAST CORNER OF THE LANDS PARTITIONED HEREON (BEING COMMON WITH THE SOUTHEAST
CORNER OF SAID LOT 56) WERE CALCULATED BY RUNNlNG.A LINE BETWEEN AFORESAID MONUMENTS "G"
AND "H" AND EXTENDING SAID LINE EASTERLY TO ITS INTERSECTION WITH THE AFORESAID EAST LINE
OF DLC NO. 55 AND WESTERLY TO ITS INTERSECTION WITH THE AFORESAID EAST MARGIN OF SOUTH
47TH STREET. THE EAST LINE OF THE LANDS PARTITIONED HEREON (BEING COMMON WITH THE EAST
LINE OF SAID LOT 56) AND THE WEST LINE OF SAID LOT 56 WERE CALCULATED BY RUNNING LINES
BETWEEN THE. NORTHEAST AND SOUTHEAST CORNERS AND THE NORTHWEST AND SOUTHWEST CORNERS
RESPECTIVELY. THE 5/8" REBAR WITH YPC MARKED "G.E.S. PLS 2280" (MON ''1'? FOUND AT THE
SOUTHEAST CORNER OF PARCEL 1 OF LPPN 2007-P2141 (REF 3) WAS FOUND ON THE SOUTH LINE OF
LOT 56 AND HELD FOR THE LOCATION OF SAID SOUTHEAST CORNER. THE NORTH LINE OF SAID PARCEL
1 OF LPPN 2007 ~P2141 (REF 3) WAS CALCULATED BY OFFSETTING THE NORTH LINE OF SAID LOT 56
SOUTHERLY 20.00 FEET BY PERPENDICULAR MEASUREMENT AS SHOWN .ON SAID PARTITION. THE .5/8"
REBAR WITH YPC MARKED "G.E.S. PL.S 2280" (MON "J'? FOUND AT THE NORTHEAST CORNER OF SAID
PARCEL 1 OF LPPN 2007-P2141 (REF 3) WAS FOUND TO LIE ON AFORESAID OFFSET LINE AND WAS
. ACCEPTED AS LYING AT SAID NORTHEAST CORNER. THE NORTHWEST CORNER OF SAID PARCEL 1 OF LPPN
2007-P2141 (REF 3) WAS CALCULATED BY INTERSECTION OF AFORESAID OFFSET LINE WITH THE EAST
MARGIN OF SOUTH 47TH STREET: ALL REMAINING PARCEL LINES NOT CALLED ABOVE WERE CALCULATED
BY CONNECTING LINES BETWEEN THEIR RESPECTIVE CORNERS. ALL INTERIOR LINES WERE ESTABLISHED.
AS PER THE APPROVED TENTATIVE PARTITION MAP AT THE DIRECTION OF THE PROPERTY OWNER.
ADDITIONAL POINTS AND LINES SHOWN ON THIS PARTITION PLAT THAT ARE PERTINENT TO THE RESURVEY
OF THE WEST AND EAST BOUNDARIES OF LAND PARTITION PLAT NUMBER 200B-P2205 WERE ESTABLISHED
AS FOLLOWS:
T,H.f 5/8" REBAR WITH YPC MARKED i'BRANCH ENG. INC." (MON "K') AND THE 3/4" IRON PIPE (MON
L j FOUND AT THE SOUTHWEST AND SOUTHEAST CORNERS, RESPECTIVELY, OF LPPN 2008":'P2205 (REF
2) WERE ACCEPTED AS BEING POINTS ON THE SOUTH LINE OF SAID LAND PARTITION PLAT. THE SOUTH
PARTITION BOUNDARY AND TRUE SOUTHWEST AND SOUTHEAST CORNERS OF SAID LPPN (REF 2) WERE
. CALCULATED BY RUNNING A LINE BETWEEN AFORESAID MONUMENTS"K" AND '1" AND EXTENDING SAID
LINE [ASTERL Y TO THE ~FORESAID EAST LINE OF DLC NUMBER 55 AND WESTERLY TO THE EAST MARGIN
or SOUTH 47TH STREET. THE NORTH LINE AND NORTHWEST AND NORTHEAST CORNERS OF SAID LPPN
2008-P2205 (REF 2) WERE ACCEPTED AS BEING COMMON WITH THE SOUTH LINE AND SOUTHWEST
AND SOUTHEAST CORNERS OF THE LANDS PARTITIONED HEREON. THE WEST AND EASt LINES OF SAID
LPPN 2008..;.P2205 (REF 2) WERE CALCULATED BY CONNECTING LINES BETWEEN THE NORTHWEST AND
SOUTHWEST CORNERS AND NORTHEAST AND SOUTHEAST CORNERS, RESPECTIVELY. THE YELLOW PLASTIC
CAPS MARKED "BRANCH ENG. INC." THAT WERE SET IN SAID LPPN 2008-P2205 (REF 2) AT THE
SOUTHWEST, NORTHWEST AND NORTHEAST CORNERS WERE REMOVED AND REPLACED WITH RED PLASTIC
CAPS MARKED "REF MON. BRANCH ENG." MONUMENTS WITH YELLOW PLASTIC CAPS HAVE BEEN SET
AT THE TRUE NORTHWEST, NORTHEAST AND SOUTHEAST CORNERS OF LPPN 2008-P2205 (REF 2)
AS SURVEYED AND SHOWN HEREON. NO NEW MONUMENT HAS BEEN SET FOR THE SOUTHWEST CORNER.
CITY OF SPRINGFIELD CASE NO. SUB 2008-00040
BF8042X-4
DATE
LANE COUNTY CLERK & RECORDER
OF CONVEYANCES
NOTICE:
OWNER ANDPARTITIONER
DAVID M. NOWAK
. 5729 MAIN STREET PMB. 239
SPRINGFIELD, OR 97478
THIS PLAT SUBMITTED FOR PUBLIC
AGENCY REVIEW ONLY - IT IS Nor
OF PUBLIC RECORD
DO NOT COpy
AC/(NOWLEDGMENT
. .
STATE .OF OREGON )..
COUNTY OF LANE ) SS
ON THIS DAY OF 20 , BEFORE ME PERSONALLY APPEARED DAVID M. NOWAK
AND ACKNOWLEDGED THE. FOREGOING INSTRUMENt. TO BE HIS VOLUNTARY ACT. AND DEED.
NOTARY SIGNATURE
PRINTED NAME OF NOTARY
NOTARY PUBLIC FOR .OREGON
COMMISSION NO.
MY COMMISSION EXPIRES:
(PRINTED IN FULL: MONTH DAY, yEAR)
RESTRICTIONS
THIS PLAT IS SUBJECT TO COVENANTS, CONDITIONS. AND RESTRICTIONS RECORDED
.' 20 AT RECORDER'S NUMBER , IN LANE COUNTY OREGON
OFFICIAL RECORDS;
CONCURRENCE
CONCURRENCE GRANTING PERMiSSION FOR THE PARTITIONING AND PLATTING OF THE PROPERTY
AS DESCRIBED HEREON WAS RECORDED ., 20 , AT RECORDER'S
NUMBER , IN LANE COUNTY OREGoN OFFICIAL RECORDS.
APPI~OVALS
CITY OF SPRINGFIELD:
CITY PLANNING DIRECTOR
DATE
CITY SURVEYOR
DATE
LANE COUNTY:
COUNTY ASSESSOR
DATE
LANE COUNTY BOARD OF COMMISSIONERS
DATE
~
,
~ Branch Engineering, Inc.
. ~J 310 Fifth Street .
Springfield, Oregon . 97477 .
(541)746-0637 FAX (541)746-0389
branchadiniri@branchengineering.com
Civil. Structures. Transportation. Surveying
REGISTERED
PROFESSIONAL
.LA... N... .D. ..... ..SUR.VE.Y. O~r.... .... _~-,.
/dSr pj .
/ OREGQN~
JULY 20, 1993
REX A. BETZ
~ #2606 .#
EXPIRES: DECEMBER 31; 2009
PROJECT NO. 08~ 142
PAGE 3 OF 3
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THE PURPOSE OF SURVr;y ts 1'0 OETERMINb; THE BOUNVARY tINES
OF THAT TRACT OF LAND DESCRIBED IN THAT CERTAIN DEED
CONVEYED TO WESTWINU HOLDINGS, LLC, RP.CORDED ON MAY 10,
2005, AS INST~UMENT NO. 2005-034030 (94), LANE COUNTY
OFFICIAL RP.CORDS. PARC~L 1 OF SAID DEED DESCRIBES THE .
PORTION LYING NOHTH OF THb; BOOTH-KELLY ROAD AND PARCEL 2
Db;SC~IBESTHAT PORTION LYING SOUTH OF THE BOOTH-KELLY
AND WEYERIIAEUSER HAUL ROAUS. THE PURPOSP. OF THIS SURVEY
IS ALSO TO. DETBRMINE THE EXTERIOR OOUNDARY OF THE
PROPOSF.O WF.STWIND ESTATES SUBDIVISION IN THF. CITY OF
SPRINGFIELD. SAID PA~CELS 1 AND 2 WILL BE HEREAFTER KNOWN
AS WESTWIND PARCEL 1 ANO WRSTWIND PARCgJ., 2, RESPECTIVELY.
McKENZ,tp; HIGHW^Y
THE RIGHT OFWAYOF McKENZlJ': HIGllWAY (OHEOON HIGHWAY NO. 15)
AKA MAIN STREET, WAS DETERMINED HY HOLDING THE FOUNn . .
MONUMENTS AT POINTS NO:S 9022, 21060, AND 21063, PER ODOT R/W MAP
8B-34-25(105). THIS SOLUTION FITS BEST WfTfllN THE FOUND ODOT
MONUMENTS AND FOUNt) PRIV^TE MONUMENTS. HELD WIDTH OF 80.00
FEET, 40.00 FEP.T ON EACH SIDE OF CENTERLINE, PER SAID MAP (105).
NORTH UNl': WESTWIND PARCEL 1
THE MOST NORTHF-RLY NORTH LINE OF SAID WESTWIND PARCRLl IS'
COiNCIDENT WITH THE. SOUTH RIGHT OF WAY LINb; OF SAID McKBNZIl<; .
HIGHWAY. POINT eN IS THE MOST NORTI-iEHI,Y NORTHWl<;ST CORNER ANn
POINT 'O'IS TIlE MOST NORTHb;HLY NORTHEAST CORNER. POINT eN ^ND
POINT 'B' WERE DETERMINED BY HOLDING RECO~l> DISTANCb;S OF
100.00 FF.F.T AND 205.00 FEET RESPECTIVBLY, PER Dl:!;b;D 2005-.
034029{(3), AS. SHOWN HEREON.
.WEST LINE
THE WEST BOUNDARY LINE OF SAID WESTWIND PARCELS 1 AND 2 IS
TIlE WEST LINE (>F THE A.W. HAMMIT DLC, BEING OETERMINEO ny
HOLDING THE VOUND MONUMENTS AT TriR NORTHWEST AND
SOUTHWEST CORNRRS OF THE SAID OLC, AS SHOWN HgREON;
EAST LINE
THE RAST LlNR OF SAID WESTWIND PA~CEL 1 WAS DETERMINED BY
HOLDING RECORD DEED (94) DISTANCES ON A LINE LYING WEST OF
AND PARALLEL WITH ^ LINE OEFENDED BY THE FOUND AND HELD
MONUMRNTS AT POINT NUMBERS 9026, 9021. AND9015 PER
RECORD SUIZVEYS CS 34151(49), PP 98-Pl192/CS3553(72), AND PP
99-PI265/CS36047(73). THE SOUTHEASTERLY CURV"': SECTION WAS
DI<:TF-RMINED OY I IOLDING RECORO DEED CURVE DATA, RADIUS
(776.201 AND LENGTH (655.931, pg~THAT CERTAIN DEED NO. 2005-
034029(93) AND EXrb;NDING THE TANGENT SOUTIIEASTERLY TO
INTERSECT THE NORTHERLY RIGHT OF WAY LINE OF BOOTH KELLY
ROAD, AS OF-FINED IN PARCEL 2 OF THAT CERTAIN DEED RECORD..:})
ON RgEL 54 550, INSTHUMENT NO. 50805(98).
nOOTH-KELLY AND WEYERHAgUSl<;l{ ~OADS
THE SOUTHE~LY LINE OF SAID WRSTWIND PARCEL 1 AND THE
NORTHRRLY UNE OF SAID WESTWIND PA~CEL2, WAS DETERMINED'
DY HOLDING THE RECORD Db;ED DATA FOR THR DOOTH-KP.LLY
ROAD AND A PORTION OF TlIR WEYERHAEUSb;R HAUL ~OAD, AS
OESCRIBED IN THAT CERTAIN lJEgD RECORDgD ON .REEL NO. 54-
550, INSTRUMENT No. 50805(98). SAln ROOTH-KELLY DEED (98)
DISTANCES, ANGLES AND CURVE DATA WERE HELD AND ROTATED
SO THAT THE NORTHEASTEI:{LY LINE OF PARCEL 1 OF S^ID DOOTH-
Kb;LLY DEEO (98) WAS COINCIDENT WrTH TIlE SOUTHWESTE~LY
LINE OF THE PLAT OF GATEWAY PARK SECOND ADDITION (57). THE
MOST WESTERLY AND SOUTHERLY BOUNDARY OF THE PLAT OF
GATEWAY PARK SECOND ADDITION (57) WAS t)F.TRRMINEO BY THE
FOLLOW METHOD: HELD THE FOUNt) MONUMENTS AT POINTS
21154, 21155, ANt) 21156 TO ESTADLISH THb; Cb;NTERLINE TANGENT
OF ELDERBERRY LOOP. THE MOST WESTERLY BOUNDARY WAS SET
SOUTHWEST OF AND PARALLEL WITH SAID CENTERLINE TANGENT
AT PLAT OISTANCE OF 115.00 FEET. HELl> THE FOUND MONUMENTS
AT POINTS 21078,21081, AND 21082 FOR THE EAST RIGHT OF WAY
LINE OF 49TH STREF.T (PLAT BOUNDARY). THE PLAT BOUNDARY
ANGLR POINT ON THE EAST SiDE OF 49TH STREET WAS DETERMINF.n
BY HOLDING PLAT OISTANCE (286.25) FROM TIlE MONUMENT AT
POINT 21082. PLAT ANGLR WAS HELD TO DETERMINETHE SOUTH
LlNE, AT END OF 49TH STREET. HELD PLAT RADIUS FOR THR CURVF;
Sr;CTlON HETWEEN SAID TANGENT UNES
C~J2
4010CQ
RECORD OF SURVEY
. . .' BEING IN A PORTION OF THE A.W. HAMMIT DONATION LAND CLAIM NO. 38,
AND, L09ATEDIN THE SE QUARTER OF THE SE QUARTER OF SECTION 32,AND IN THE SW QUARTER OF THE
SW QUARTER OF SECTION 33, TOWNSHIP 17 SOUTH, RANGE 2 WEST, AND IN THE NW QUARTER OF THE NW
Q.UARl'ER OF SECTION 4, ANDIN THENEQUARTER OF THE NE QUARTER OF SECTION 5, TOWNSHIP 18
SOUTH, RANGE 2 WEST, OF THE WILLAMETIE MERIDIAN, CITY OF SPRINGFIELD, LANE COUNTY, OREGON.
. FEBRUARY 1 st., 2008
RECORDED
DATE:
LANE COUNTY SURVEYORS OFFICE
CSF NO, '"i 0<\ 0 e>
FILE DA TJ:" If Fe~ 'of>. 6
CUUN I Y GLERK
BY:.
SOUTH LIN~ OF WJ:;STWIND PARCI~L 2
TIlE SOUTH LINE OFWESTWIND PARCEL 2 IS THr'~ NORTHERLY
RIGHTOf WAY LINK OF THE UNION PACIFIC HAfLROAD DETERMINED
AS OF-SCRIBED OELOW. . . . .
UNION PACIFIC RAILROAD (Ui)RRl
(FORMERLY SQUTHERN PACIFIC RAfLROAD (SPRR)
THE CENTERLINE OF THE EXISTTNGTRACT WAS LOCATED ALONG
THE ENTIRF. SOUTHERN BORDER.IN ADDITION TO OTHl<;1-{ SPOT
LOCATIONS SHOWN HB~EON TO nRTERMINE THR RAILROAD RIGHT.
OF WAY AND STATIONING. THR SPRR MAI' (74) SIIOWS THIS RIGHT
OF WAY SECTION WJTH TAPER CURVES INTO AND OUT OF THE
CENTRAL CU~VES. THE CALCULATED POSITION USING
THb; SI'RR MAP (74.) TAPER CURVE DATA WITH TilE TANGENTS AS
DETERMINED BELOW, WOULD NOT FIT THE EXISTING T}{ACK. IT WAS
DETRRMINED FROM CALCULATIONS THAT THE EXISTING TRACK WAS
RE-ALIGNgl) IN THIS ARl<;A AND THAT THE RAILROAD DID NOTflOLD THE
RECORD TAPER CURVE DATK
'1'0 DETERMINE THE ~AILRO^D RIGHT OF WAY CBNTB~LINE THB
TANGENTS WERR r~AIO OUTI"lRST BY USING A CALCULATE BEST FIT
LINE FHOM THE TlES TO THE RXISTING TRACK CENTERLINE.
HOLDING THE~.E TANGENTS, TOG~THER WITH TH~; SP~~ MAP (74)
CENTRAL CURVE OATA (RADIUS & LENGTH)AND THE.TOTAL TAPER
LENGTH, SI'I~ALS CU~Vb;S WRRE CALCULATED AT 001'1 I ENDS OF
THE CENTRAL CURVES. THESE SOLUTIONS FIT THE t<';XISTING TRACK
CRNTERLlNE AND TIlE FOUND MONUMENTS AT PT. 9032, SET IN (54)
AND PT. 5tOO, SET IN (46), 30.00FF.ET FROM UPRR CF;NTERLINE.
THE FOUND 24" CONCRETE CULVERT AT STATION 613+90.80 WAS
HELD FOH STATIONING AS CALLED OUT ON SAID SPRR MAP (74).
EAST LlN~ OF SAID WESTWIND PARCEL 2
THF; RAST LINE OF SAID WJ:o.;STWIND PARCRL 2, WAS DETERMINRn RY
HOLUING THE FOUND.MONUMENTS AT POINT NO. 9036 AND 21074
PER (38) ANn RXTENDINO TI IE LINg NORTH 0;4 7 FEET TO INTERSECT
THR SOUTH LINE OF PARCEL 1, AS DESCRIBED IN SAID BOOTH-
KELLY DEED (98).
RECORO OF SURVEYS:
1 431
2 441
3 61Rl
3a 6399
4 641R
5 6716
6 6897
7 69R7
8 7047
9 7914
10 9283
11 97 18
12 104 15
13 10695
. 14 1095R
15 11535
16 1190 I
17 12286
18 12866
19 132 19
20 14072
21 14362
22 14503
23 15827
24 16619
25 18460
26 18863
27 19424
28 19651
29 20565
30 20630
31 20907
32 21727
33 22038
34 22476
35 22916
36 23167
37 23580
38 23776
3<) 24475
40 25238
41 25246
42 27001
43 28945
44. 29328
45 29755
46 30235
47 32214
48 32490
49 34151
50 ~~5273
51 35710
52 36550
53 37307
R8 INS"'. NO. 58163
89 . INST. NO. 58164
90 INST.NO.85900
C) 1 lNST. NO. 2001-077441
92 INST. NO. 2002 ()16522
93 INSi'. NO. 2005 OJ402c)'
94 INST. NO. 2005-034030.
95 l~gl<;L 177-610, INST. NO. 40857
96 REEL 1794 R, INST. NO. 9255690
97 REEL 256'1R, INST. NO. 990S7098
98 ~";EL 54 550, INST. NO. 50805
99 REEL 627R, INST. NO. 738919
100 REF-I. NO. 1252R, INST. NO. 832299
101 REEL NO. 1252R, INST. NO. 832299
102 REEL NO. 1262R, rNST. NO. 833231
1 03 I~EEL NO. 1368R, INST. NO. 853377
104 REEL NO~ I89IR, INST. NO. 9370'16
ODOT RIGHT-Of-WAY MAP 105 MAP NO.
8B-34-25.
SUBDIVISION PLATS:
54 ROCKY ROAD
55 P..M. HINSHAW
56 GATEWAY PA~K FIRST ADDITION
57 GATEWAY PARK SECOND ADDITION
58 GATEWAY PARK THIRD ADDITION
59 LEONORA ESTATES
60 AMB-LlS
61 MARRROOK
62 BISHOP ESTATES
63 MICHAF.l. MANOR
64 IIAIDYN MEADOW FIRST ADDITION
65 HLUEBELLE PARK
CS NO. 38845
BK. 12 PG. 20
Rt<. 62 PG. 12
BK. 66 PO. 26
BK. 67 PG. 14
OK. 69 PO. 7
BK. 73 1'0. 43
BK. 75 PG. 258
OK. 75 PG. 45
HK. 75 PO. 497
BK. 75 PG. 615
OK.17 PO. 116
. PARTITION PLAT:
66 PP NO. CS NO.
67 . 95 P0763 33244
68 96-08156 34657
69 96-P0870 33777
70 97 P094 1 34076
71 97-PI033346I8
72 9$- P 1192 35553
7~~ 99 1'1265 :~6047
RAILROAD MAP
74 SOUTHERN PACIFIC RR MAP (NOW UNION PACifIC RR)
RIGHT OFWAY AND TRACK MAP, MAiN LINE SPRINGFIELD ,JUNCTION
TO NATRON STATION 501+36.2 TO STATION 699+30
MAl' NO. V -26/2 (SOUTHRR PACIfIC NO.) UNION PACIFIC NO. 4580 I,
S-2, OR, V-26
75 ROAD FILE NO. 1926, FILE NO. 3275 FOR BOOTH-KELLY ROAD
76 ROAD FILE NO. 2003 HOAD NO. 1238 WEYERHAEU8ER HAUL HOAD
77 WEYb;~HAEUSEH TIMRER CO. MAP
SPRINGF1El.n MILL SITE, DATED APRIL 1947,REVISED 1-22-48
CORNER RF.PORT (BT'S)
78 NO. 12202 S.W. CORNb;H, A.W. HAMMIT, DLC NO. 86
79 NO. 11060, NNE. CORNER, 1'.0. EDWARDS, DLC NO: 55
80 NO. 11172, N.W. CORNEI<,A.W. HAMMIT, DLC NO. 38
CORNER RF.STORATIONREPORT
81 NO. 6608, S.W. CORNBR, A.W. HAMMIT. DLC NO. 86
DEBDS
82 OK. 186 PO. 175
83 HK. 317 PG. 165
84 OK. 317 PO. 167 .
85 HK. 317 PG. 169
86 BK. 317 PG. 17 I
87 OK. 35 I PO. 305
(XX) DENOTES REFERENC~ DOCUMENT NUMBER.
.. .
BASIS OF B:EARINGS
TIlE DASIS 01<' BEARINGS IS THE OREGON STATE PLANE COORDINATE SYSTEM
l~~YTI}~()IIJ.E,.I'SAD "8.31.: .E3.~~f.D ON GPS OBSERVATIONS USING NOS STATION
DAVE, PID QE174:l:^ND 1.ANE COUNTY CONTROL MONUMENT DEA-16591
BEARING ALONG TIlE .WEST LINE OF A.W.lIAMMIT OONATION LANnCLAIM
IS NORTH OJ048'50;~ EAST.
NOTE: FOUND MONUMENTS SHOWN HRRP. ON WERE LOCATf~J)
nETWEEN JULY 2005 & NOVEMBER 2007.
PROJECT W ^S SOLD TO ANDERSON DEVELOPMENT LLC, 1'I:{ESENT
OWNER IN 2007.
CUHVJ:o.; TABLE
CURVE LENGTH ~Al)IUS DELTA TANGENT CHORD DIST CHOI:{D DIRECfION
Cl 98.76 430.00 13009'34" 49.60 98.54 N81026'26"W
C2 84.98 370.00 13009'34" 42.68 84.79 N79026'26"W
C3 268.25 766.20 .20003'35" 135.51 266.89 S08012'22"E
C4 91.87 400.00 13009'34" 46.14 91.67 N81026'26"W
C5 94.44 400.00 13031"39" 47.44 94.22 S81 "37"29"E
C6 525.78 1462.39 20"35'59" 265.76 522.95 N62"16'49"W
C7 1048.70 1432.39 41056'53" 549.10 1025.43 N72057' 16"W
C8 316.48 1402.39 12055'47"' 158.91 315.81 S57"08'14 "E
C9 300.07 766.20 22026'19" 151/)8 298.15 S36000'2S"E / REGISTERED "
ctO 286.05 608.02 26"57'2 J" t 45.72 283.42 N82043'15'W PROFESSIONAL
Cll 265.86 538.74 28016'29" 135.70 263.17 N82003'41"W
C12 65.02 542.92 6051'42" 32.55 64.98 N64027'34"W --l-AND SURVEYOR
C13 323,25 1432.39 12055'47" 162.31 322.56 S57008'14"E I CERTIFY TIt^T T1IIS su~vi<;Y OREG~~
.C14 51.10 766.20 3049'17" 25.56 51.09 S22052'37"E W AS PREPARED USING UP
PRODUCT NO. 51640A ON
C15 36.49 766.20 2043'43" 18.25 .36.48 S19036'04"E CONTINENTAL NO. JI'C4M2
C16 158,75 633.39 14"216'36" 79.79 158.33 S38007"17"E POLYESTER FILM L Y 26, 1988
(;17 34.99 633.39 3"09'55" 17.50 34.99 S29021'30"E TIMOTHY D. MAHONEY
C18 33.94 633.39 3"04'11" 16.97 33.93 S26" 14'27"E , 2347 /
C19 68.92 633.39 6014'05" .34.50 68.89 821 "35'19"E EXPIRES 12/31/D'
C20 48.42 633.39 4022'50" 24.22 48.41 . 816u16'51"E
C21 ()8.'12 633.39 6011'24" 34.25 68.39 S10059'45"E
C22 74.34 633.39 6043'30" 37.21 74.30 S04"32'18"W
C23 32.13 633.39 2"54'24" 16;07 32. J 3 SOooI6'39"W.
C24 13.96 608.02 1 <> 18'55" 6.98 13.96 S68035'07"E
C25 23.88 390.19 3"30'25" 11.94 23.88 S46 004 '21"E
C26 94.16 390.19 13"49'37" 47.31 93.93 S54"44'22"E
C27 101.60 390.19 11"55'09" 51.09 1 0 1.3 1 S69"06'45"~ /1IJJ:lJ Consulting Engineers
C28 126.05 415.19 17"23'39" 63.51 125.56 853000'58"E
C29 190.43 415.19 26" 16'46" 96.92 188.77 874"5 I'll "E 111 S~ Fifth AYa7~ Suite 2500 Portland, CR 97204-3628
C30 285.80 603.0 I 27"09'21" 145.64 283.13 S74"36'23"R (503) 227-3251 Civil Fax (503) 274--4681
PorlMnd SHill. L~.AngelH 8M Fr.,,~co 8.'" DItIgo PhtJMlx Irm. VIr;m.
. PROJECT NO. 306805.20 SHEET 40}<' 4
ASSESSOR'S MAP 17 02 32 - TAX LOT NO.. 1~4 J CITY OF SPRINGFIELD CASE NO. SUB2005-00048 J
6S'p l';o 108
RECORDED
DATE:
LANE COUNTY SURVEYORS OFFICE
CSF NO. 40<:\06
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