HomeMy WebLinkAboutPlat, Partition APPLICANT 2/8/2011 (2)
~i
CURVE DELTA
CIOI 1051'18"
CI02 /07056'23"
CI03 27055'47"
C/04 3500013"
el05 45000'23"
CI06 38005'00"
CI07 1100/7'32"
CIOB 29042'49"
CI09 38036'56"
CliO ,41057'47"
CIII 260/2'46"
CII2 1028'54"
CII3 62056'00"
CII4 10011'59"
CI/5 34048'24"
REFERENCES
CURve TABLC
RADIUS ARC
357.34(/1)(/5) 11.57
(//.44)(//)(/5)
597.84
154. 70
/93.87
249.27(11)
317.34
3/7.34
3/7.34
3/7.34
(314.34)(// )
340.45
(620.00)(/ )(2)
3/7.33
3/7.33
3/7.33
3/7.33
746.34(//)(/5)
746.34
3/7.34(/ 1)(/5)
3/7.34
3/7.34
I.
2.
8.
II.
12.
13.
14.
15.
16.
18.
@
o
IP
(NTS)
DLC
YPC
(U.O'>
C.S.F.
L.C.O.R.
----
226.29
610.85
164.57
213.87
232.41
341.45
(341.30)(/ I )(15)
19.30
348.56(/ 1)(/5)
56.49
192.78
-----
----
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MATCHfL1NE AA
LONG CHORD
85000/'56"[ 11.57
848007'04"E 1/.44)(11)(/5)
S76055'31"W 513.27
N63004'/I"W 153.17
8B5027'49/1W /90.87
S4502l'3/"W 242.91
(84T'2I'49"W 242.9/)(//)
865022'43"E 222.15
MATCH LINE
UW~ @ /
SlJJ(\l.6i' MAP FOR FOUND 112".REBAR /'
PET'ER KRYl (NO CAP}(UO)
. . .. .. SOo03016"E 0.25
FROM CALCULA TED 20.00~. . I
/ . DEED CORNER ("K")
N. Jr. 1. 4, SEC.31, T.17S.,R.2Jr., Jr.Jl. _---" r_
/ ~ I
SPRINGFIEW. LANE COUNTY. OREGON ,,{>~ c,', _ _ 5 54 I /. @
APRIL 13 2006 o~ ;' ;' . --1.&:11- - '.. (NOlo47'30"W)(ff)((f3) FOUND 5/8" REBAR
,: . ~rcfO~O ~rc j \ 0.25 I C /' NOoo30'/6"W 7/.88, WITH YPC MARKED
SCALE: 1 = 60' # "\ ,,\fO'~'''-____:;''':''''' SOQ~2J'p'f'...... ,.../ / (59.62)(11)(/5)\ 'PLS 655"
. . . . . .' (NTS) ..........1N.r~~__ '; .f4J @ 59.54 I _---
(UPLACES CSF39685) ~-6~//-;:::1 ~ -0' "I
o~ / · CJ'" I I \ t\
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~ /1/ "\~ ~~ ~~ ~~ I I ~ " \
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20 . I / r '. . ~'I ~ I
(JI)II4JII5J ~ / :1 CD ~ I / ;t I
/ II I I I
I ~ /! I / @,D<b
I / I I I I / ~,
CENTERLINE OF ~ / / ! I ,'f I '~~
RAILS AS SURVEYED ~ / / / I / / I I '10.3~(I/)(!5) /I
*. (RAILS ARE NOT IN G ~ / / NOO 0644 W
THIER ORIGINAL LOCA nON .' I 9--1.. .. . . ../.... . .. ... / I (NO/047'30"W)(I/)(f5)
SEE NARRA TlVE) I / / /:,
/ / / /: I
/ / I
/ I . (/5) . / / I: I
I / / / :
/'1 // / I
. / / I I
I " I / / I
I '/ ,/ I I
/ NORTH LINE OF TAX I II ----- TAX LOT 500
LOT 500 BY HOLDING I
20.00 --...-' '-- COURSES CALLED IN I I
I ~ REF II. II / " I
, ~"/
'~ g // // /
SURVEY LINE /, I / / /
*.(NOT A BOUNDARY \. \ / / /
SEE NARRA TlVE) ~ , / / / /
D / /
/ /
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\'5 \ /~ //
/\ /
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(NOOOOO'50"E
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\
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LANE COUNTY SURVEYORS OFFICE
C.S. FILE No. ~tI""7 8
FILING DATE2/) APtt.2lJI/I G
300.00)(f )(2)(/ I)
299.81
'l
@
FOUND 5/8" REBAR
(NO CAP)(f)
KRYL 28TH STREET\CSF\05-299 CSG.DWG
F~~..
'?~-SO it> ~ ez .'
'PR p; L l- 6000"3 - P~ta::r
~ Ib-f3ra~
87803/'OI"W 520.82
N6/01/'38"W /62.73
S84038'30"W 209.85
844021'OB"W 227.25
86/046'44"E 338.48
(N5 9052'3I"W338.48)(//)(I 5)
847055'54"E 19.30
N80034'17''W 331.30
(N78040'03/1W 331.31)(1/)(/5)
S28003'/9"W 56.42
850033'3/"W 189.83
r
~\
CSF 34/67 BY LAWRENCE B. OLSON FILED MARCH 14. 1997.
JEFF PARKER SUBDIVISION BY LAWRENCE B. OLSON RECORDED
SEPTEMBER 10. 2002.
CSF 22742 BY DONN E. STEMM FILED MARCH 9. 1979.
WARRANTY DEED TO PETER J. KRYL RECORDED AUGUST /2.
2004 A T RECORDER'S NUMBER 2004-063632. LCOR
WARRANTY DEED TO THE CITY OF SPRINGFIELD RECORDED
MARCH 15. 1961 A T RECEPTION NUMBER 26150. LCOR
DEED TO SOUTHERN PACIFIC COMPANY RECORDED SEPTEMBER
21. 1967 IN REEL 363R AT RECEPTION NUMBER 99017. LCOR
(TL 501).
DEED TO SOUTHERN PACIFIC COMPANY RECORDED NOVEMBER
19. 1965 IN REEL 2770 A T RECEPTION NUMBER 26896. LCOR
(TL 2400).
DEED TO OREGON HANDLE COMPANY RECORDED SEPTEMBER
21, 1967 IN REEL 363R A T RECEPTION NUMBER 99018.
LCOR (PTN OF TL 500).
DEED TO SOUTHERN PAC~~ COMPANY RECORDED
NOVEMBER 4. 1965 IN REEL 2760 A T RECEPTION
NUMBER 25103. LCOR (TL 20/).
CSF 39685 BY REX A. BETZ FILED FEBRUARY 13. 2006
LEGEND
@ FOUND MONUMENT AS NOTED.
8ET 518" x 30/1 REBAR WITH YELLOW
PLASTIC CAP MARKED ''BRANCH ENG INC.".
CALCULATED POINT - NOTHING FOUND NOR SET.
@ DENOTES REFERENCE DESIGNATION AS
NOTED IN NARRA TlVE
+ DENOTES LINE NOT TO SCALf.
DENOTES IRON PIPE.
DENOTES NOT TO SCALE.
DENOTES DONA TlON LAND CLAIM NUMBER
DENOTES YELLOW PLASTIC CAP.
DENOTES UNKNOWN ORIGIN.
DENO TES COUNTY SUR VEY FILE.
DENOTES LANE COUNTY OFFICIAL RECORDS.
DENOTES MONUMENT USED TO
BR ESTABLISH BASIS OF BEARINGS.
() DENOTES DATA OF RECORD.
ALL DISTANCES SHOWN ARE IN FEET.
-- -------
~'- --
~ TAX MAP 17-02-31-22 TAX LOTS 500. 1700 & 2001
PLOTTER: HP DES/GNJET 650C
INK: HP 5/640A
MYLAR: BULLFROG ENTERPRISES 4 MIL INK JET DOUBLE MA TTE BF78041J
REGISTERED
PROFESSIONAL
LAND SURVEYOR
/~Cy a /9'
OREGON
JUL Y 20. 1993
REX A. BETZ
, 42606 .h
EXPRES: DECEMBER ~. 2007
25
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~ Brancl Engineering, Inc.
~I 310 Fifth street
Springfield, Oregon 97477
(541)746-0637 FAX (541)746-0389
branchadmin@branchengineering.com
Civil · Structures · Transportation · Surveying
0'\
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"'" ....... -'l: '~\' I I I ....; - M
" .... '. ~ ,,\ , / (258)(11)
'Z':"--::::_~ ,\ .&:.----- 258.0 7
~ .1 ' NOoo09'47"E 278.89
I (NOoo/l '04"E)(/ )(2)
20.82 '- ~. M rfi\ (N00022'E)(l1J
-.....0 I . ~ BR
g I-- "___ INT. ELL CORNER J. C. CAR TER pL C. 58
to.. -' - S. W, CORNER P. COMEGYS DL C 80
SOUTHERN PAC'::-IC. -RA'LROAD --\j+-'~~~'/'-<'-FOUND ~;R~P SET BY LANE-.
,rl'l m~/, ,COUNTY SURVEYOR'S OFFICE IN 1997
/
0'\
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,-//
-------
-----
NOoo09'47"E
969.03
CENTERLINE \.
OF RAilS AS
SURVEYED
\MA ;CH ~/NE - ~ C~~TE~LINE-
PACIFIC
SOUTHERN
DWG. No. \2005\05-299
~ N
~ ~
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WITH YPC MARKED
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WITH YPC MARKED
''PLS 655/1 (I)
~
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.~ j-(J ~
:""\ (^ ~
~ ~ ,~ /~ ~
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ct/ '5>' ~ a w
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WITH YPC MARKED
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(NO CAP)(/)
RAILROAD
SEEPAGE 21-;~~~Tl NO~;5-~99
~
4//3/06
GPW
FEB
8 2011
..~~-_j>t1lt..rt..4""'.d~.,~ j<
REFERENCES
I. CSF 34167 BY LAWRENCE B. OLSON FILED MARCH 14, 1997.
2. JEFF PARKER SUBDIVISION BY LAWRENCE B. OLSON RECORDED
SEPTEMBER 10. 2002.
3. CSF 6429 BY EARL N. THOMPSON FILED NOVEMBER 1946.
4. CSF 7091 BY EARL N. THOMPSON FILED MA Y 1948.
5. CSF 1420/ BY WILLIAM L. WIL T FILED OCTOBER /965.
6. CSF /7168 BY SIDNEY E. HAMMOND FILED FEBRUARY 1972.
7. CSF 20189 BY CHARLES W. GUILE FILED AUGUST I. 1977.
8. CSF 22742 BY DONN E.STEMM FILED MARCH 9, /979.
9. CSF 22743 BY CHARLES W. GUILE FILED MARCH 9. /979.
10. CSF 2844/ BY DONALD L. BRANCH FILED AUGUST /9. 1988.
1/. WARRANTY DEED TO PETER J. KRYL RECORDED AUGUST /2.
2004 A T RECORDER'S NUMBER 2004-063632. LCOR.
/6. DEED TO SOUTHERN PACIFIC COMPANY RECORDED
NOVEMBER 4. 1965 IN REEL 276D A T RECEPTION
NUMBER 25/03, LCOR (TL 201>.
17. CSF 35/58 BY RUSSELL D. HENDRICKS FILED MAY 20, 1998
18. CSF 39685 BY REX A. BETZ FILED FEBRUARY 13. 2006
REGISTERED
PROFESSIONAL
LAND SURVEYOR
~a#-
LEGEND
o FOUND MONUMENT AS NOTED.
SET 518" x 30" REBAR. WITH YELLOW PLASTIC
CAP MARKED "BRANCH ENG INC.'~
CALCULATED POINT - NOTHING FOUND NOR SET.
DENOTES REFERENCE DESIGN A TlON AS
NOTED IN NARRA TlVE
,
~.
@
o
@
OREGON
JULY 20. 1993
REX A. BETZ
'- . .2606, ---.-/
EXPIRES: DECEMBER 3/. 2007
f
IP
TL
(NTS)
DLC
YPC
(U.OJ
C.SF.
L.C.O.R.
BR
LANE COUNTY SURVEYORS OFFICE
C.S. FILE No....3., '71L /"..
FILING DATE 2,t) At./(.~ L/
. DENOTES LINE NOT TO SCALE.
DENOTES IRON PIPE.
DENOTES TAX LOT NUMBER
DENOTES NOT TO SCALE.
DENOTES DONA TlON LAND CLAIM NUMBER
DENOTES YELLOW PLASTIC CAP.
DENOTES UNKNOWN ORIGIN.
DENOTES COUNTY.SURVEY FILE.
DENOTES LANE COUNTY OFFICIAL RECORDS.
DENOTES MONUMENT USED TO ESTABLISH
BASIS OF BEARINGS.
( ) DENOTES DATA OF RECORD.
ALL DISTANCES SHOWN ARE IN FEET.
REVISED
SURVBY )lAp FOR
PETER KRYL
N.". 1/4. SBC.31, T.17S., B.2"., ".11.
SPRlNGFIBLD, LANE COUNTY, OREGON
APRIL 13, 2008
SCALE: 1" =60'
(RE.tlLACES CSF39886)
I
- ;r- - . --:-:::J-ffi 9- .
/' J .. 1/6.53 1 ~ /13.371....'" ,
" 18 P'AC1F1C 01 ~ 01 '\ ~' RIAILROIAD
/ 10 .ti I q I ~ ql '6\ .ti El
I 10 ,g c:t> ~ .()~O
;' ~I N0009'47"E 8.26~1 :' ~J...,..- ~() t
I ---- 125.00(/J) \ - J..--- 104.90 --...._
: / g { 1/6.74 \~ I ~ B'D a
f I fir") '~. {O~ \OI.n \
I / I - i\ ----- I lC)~ /NT ELL CORNER J.C. 1
-... -.. ..,.. .... .. . u. I- ... t.. tr " ~~ -~. ~.=-..::.....--IOO.OO(/!.!..-=- -=-..::..:..0 )<\J \/ CARTER DLC 58 . 0 I FOUND 51B" REBAR (UO)
I 0 V /~\ NOoo09'~7"E !'-' \../1 S. W. CORNER 'P. ~ 1 S380/6'21"W 0.39 (NTS)
~ (10 \ (N00005 fJ(/I) ~ ~ \ 0' COfEGYS DLe 80 c..o I FROM CALCULA TED POINT.
It') ,.' IS \ . ~ ~ \ I S FOUND 2 112" BRASS, (EASTERL Y OAB)(/O)}
~ I ' ~ \ NOO.09'47"E ~ """ CAP SET BY LANE
\ ,,-- 125.00 --- COUNTY SURVEYOR'S A
· 25.00 ...,: ~ loo.ooa/) oq: ~ OFFICE IN 1997 .:T
~ - -,oo.oo(m - - .::::. FOUND 518" REBAR (UO) I I
'\ NOoo09'47"E N81.04'50"E 3.55 1
\ FROM SET CORNER I
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1 ILLEGIBLE CAP (UO)
1 S85.02'46"E 4 56 FROM CALCULA TED POINTS
. NOT SEARCHED FOR OR
1 CALCULATED POINT TIEC IN THIS SURVEY
,
\ : NE CORNER J. EBERT ~
J DLe 74 (6)(7)(/0) ."):. 1 .19.36'32#1 ~
~~~~..~~P~R~~!d:f;~~~':4 ~ - _ 40:90 I
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~~:-.;;~~~~~T ~.. ._-~~~~~~$:~~~~~~~::::~1;;t/-.:-- .._;o~:;~ .....
(COUNTY ROAD NO 221) ~"'.' ...---- 315/.50(//)1- ..3101.50(4)
""-- .~........ 105.00(7) .---'.@---FOUND 518" REBAR
'...,,----- 3/76.50 (3175.3)(JJ) (NO CAP) (7)
0'\ -FOUND 518" REBAR
(NO CAP) (7)
~ Branch Engineering, Inc.
310 Fifth Street
Sprin,field. Oregon 97477
(541)746-0637 FAX (541)746-0389
branchadmin.branchengineerine.com
Civil. Structures · Transportation · Surveying
'-"
MA TCH LINE - CENTERLINE SOUTHERN PACIFIC RAILROAD
25
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o
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50
....--- ^-
I~"''''' -v--
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1(0 .1... N.NE.. C.ORNE:. R.J.C.. CARt.ER DLC 58.
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o FOUND 2 1/2" BRASS CAP SET BY
" g LANE COUNTY SURVEYOR'S OFFICE
^ IN 1997
~II \}
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4
SOUTHERN - :ENTER:,NE /-
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SURVEYED
tJ
(NOOOII '04 "E)(I )(2)
(NOO.05 'E)( 4 )(5)(/ I)
(NOOOII 'E)(6)
(NOOOI 0'46 "E)(I 0)
,
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TAX LOT 700
969.36
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FOUND 2 112" BRASS CAP SET BY
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IN 2001
I CENTERLINE OF. 28TH \
' AS CONSTRUCTED
~ NOO.38'25liE . 2381.77
---. '..- .... ...... -... ........-..'r..... ..... -..- _.... ........ ...-.--.. -.. .-.. ............ .- ..,.... ._-. ..-...... .-.. .-...... '.....
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- TAX MAP /7-02-3/-22
TAX LOTS 500. /700 & 200/
PLOTTER: HP DES/GNJET 650C
INK: HP 51640A
MYLAR: BULLFROG ENTERPRISES 4 MIL INK JET DOUBLE MA TTE BF7804/J
1_._---111..
IoIl&I
SEE
PAGE 2
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(N00005'E)(lI)
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104.90
2381.72
(238/.97)(/0)
PROJECT No. 05-299
PAGE 2 OF 3
DWG. No. \2005\05-299 KRYL 28TH STREET\CSF\05-299 CSG REV/SED.DWG
4//3/06
GPW
FEB 8 2011
2 of' 3 PQ(S~
~...;....---~,...,"
~
REVISED
SURVEY MAP FOR
PETER KRYL
N. Jr. 1/4, SEC. 31 ,T.17S.,R.2Jr., Jr.JI.
SPRINGFIELD, LANE COUNTY, OREGON
APRIL 13, 2008
(REPLACES CSF39886)
LANE COUNTY SURVEYORS OFFICE
C.S. FILE No.:3~ '178
FILING DATE ZJ2.Aftl. 21JtJl!' G
.. NARRATIVE NOTE:
THE PURPOSE OF THIS MAP IS TO REPLACE THE SURVEY MAP BY REX A. BETZ THAT WAS.. FILED FEBRUARY 1 J,
2006 AS COUNTY SURVEY FILE NUMBER 39685. A U:.IIER DATED FEBRUARY 27, 2006 FROM UNION PACIFIC
RAILROAD REFERENC/NG THEIR FOLDER 2373-22 WAS RECEIVED STATING THAT THE TRACK SHOWN HEREON WAS
SHIFTED AFTER THE PROPERTY TRANSFER DEEDS WERE EXECUTED. THE RAILROAD HAS STA TED THAT THEY OWN
FEE TITLE TO THE LAND IN QUESTION REGARDLESS OF THE CURRENT LaC A TlON OF THE TRACK. IT IS HEREBY
ACKNOWLEDGED THAT THE NORTH LINE OF TAX LOT 500 IS THAT LINE WHICH IS DERIVED FROM DEED CALLS
AS NOTED HEREIN AND THAT POINTS NOTED HEREIN AS "M", "L", "H", "1", "J" AND ilK" ALL ARE POINTS
ON SAID NORTH LINE.
NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO MONUMENT THE BOUNDARY OF THE LANDS AS CONVEYED IN THE
WARRANTY DEED TO PETER J. KRYL (REF 1/) (CONSISTING OF TL'S 500. 1700 AND 200/) AS SAID DEED WAS
RECORDED AUGUST 12, 2004 A T RECORDER'S NUMBER 2004-063632 IN THE OFFICIAL RECORDS OF LANE
COUNTY. STA TE OF OREGON. THE POINTS AND LINES SHOWN HEREON WERE ESTABLISHED AS FOLLOWS:
THE FOUND BRASS CAP SET BY LCSO IN 1997 (MON "A") A T THE INT ELL CORNER OF THE J.C. CARTER
DLC 58 AND SW CORNER OF P. COMEGY'S DLC 80 WAS ACCEPTED AS BEING SAID CORNERS. THE FOUND
518" REBAR (MON "B") ON THE EAST LINE OF TL 500 WAS ACCEPTED AS BEING A POINT ON THE SOUTH
LINE OF SAID DLC 80 AND AS BEING AN ANGLE POINT IN THE EAST LINE OF SAID TL 500. THE BEARING
OF SOUTH 890 59' 00" EAST BETWEEN SAID MONUMENTS "A " AND "B" AS SHOWN ON CSF 34/67 (REF
I) WAS USED AS THE BASIS OF BEARINGS SHOWN HEREON. THE FOUND 112" REBAR (U.OJ (MON "C") NEAR
THE NORTHEAST CORNER OF TL 500 WAS ACCEPTED AS BEING A POINT ON SAID EAST LINE. THE 518"
REBAR (MON "D") A T THE SOUTHEAST CORNER OF TL 500 WAS ACCEPTED AS BEING SAID CORNER AS
SHOWN ON CSF 34167 (REF /). THE EXISTING RAILS TO THE WEST OF TL 500 WERE SURVEYED AND HELD
AS THE CENTERLINE OF THE SOUTHERN PACIFIC RAILROAD RIGHT-OF-WAY. THE EAST AND WEST MARGINS
WERE ESTABLISHED BY OFFSETTING SAID CENTERLINE AS SHOWN HEREON. THE 5/8" REBAR (MON "E")
A T THE SOUTHWEST CORNER OF TL 500 WAS FOUND TO LIE ON THE EAST MARGIN OF SAID RAILROAD
RIGHT-OF-WAY AND WAS ACCEPTED AS BEING SAID CORNER AS SAID CORNER IS SHOWN ON SAID CSF 34167
(REF IJ. ALL MONUMENTS WERE FOUND ALONG THE SOUTH LINE OF TL 500 AND WERE ACCEPTED AS BEING
ANGLE POINTS IN SAID BOUNDARY AS SHOWN ON SAID CSF 34/67 (REF n. POINT. "M" WAS CALCULA TED
BY HOLDING THE INTERSECTION OF THE SOUTH LINE OF P. COMEGY'S DLC 80 WITH THE EAST MARGIN OF
THE RAILROAD RIGHT-OF -WA Y. POINTS IDENTIFIED HEREON AS "F", "G". "H", "1". "J". "K" AND "L II WERE
CALCULATED BY HOLDING RECORD ANGLES AND DISTANCES AS CALLED IN THE DEED TO PETER J. KRYL
(REF II) AS SAID POINTS ARE MEASURED FROM THE/INT ELL CORNER OF THE J.C. CARTER DLC 58 (MON
"A "). POINT ilK" ON THE EAST LINE OF TL 500 REPRESENTS THE POINT OF INTERSECTION WITH THE
NORTHERL Y PROLONGA TlON OF THE LINE BETWEEN MONUMENTS "B"AND "C". POINT ilL" NEAR THE WEST
LINE OF SAID TL 500 REPRESENTS THE POINT OF INTERSECTION WITH THE SOUTH LINE OFP. COMEGY'S
DLC 80. THE LINES AND CURVES BETWEEN SAID POINTS "L", "H". "/", "J" AND "K" REPRESENT THE
NORTH LINE OF TL 500 CALLED IN SAID DEED TO KRYL WITHOUT CONSIDERING THE CALLS THAT
REFERENCE THE CENTER OF RAILS. THE CENTERLINE OF SAID RAILS WAS SURVEYED AND FOUND
TO BE SOMEWHA T NORTHERL Y OF AFORESAID LOCA TlON. THE REMAINING LINES OF TL 500 WERE
ESTABLISHED BY CONNECTING LINES BETWEEN THE ABOVE MONUMENTS AND POINTS AS SHOWN HEREON.
THE NNE CORNER AND THE NW CORNER OF THE J.e. CARTER DLC 58 WERE FOUND AS SHOWN ON CSF 17168
(REF 6J. THE CENTERLINE ANGLE POINT IN 28TH STREET (MON "0") WASCALCULA TED BY EXTENDING THE
LINE BETWEEN SAID DLC CORNERS WESTERLY 9.29 FEET AS SHOWN ON SAID CSF MAP. THE FOUND PK
NAIL (MON "P") IN THE CENTERLINE OF 28TH STREET SOUTHERL Y OF THE LANDS SURVEYED HEREON WAS
ACCEPTED AS BEING AN ANGLE POINT IN SAID CENTERLINE AND AS BEING THE NE CORNER OF THE J.
EBERT DLC 74 AS SHOWN ON CSF 28441 (REF 10). THE INTERSECTION OF SAID 28TH STREET WITH THE
CENTERLINE OF THE MCKENZIE HIGHWA Y WAS CALCULA TED 8Y RUNNING FROM POINT "0" TO MONUMENT
"p", TURNING AN ANGLE RIGHT OF 1790 36' 32" AND RUNNING SOUTHERL Y A DISTANCE OF 1687.10 FEET
AS SHOWN ON SAID CSF 28441 (REF I OJ. THE POINT ON THE ORIGINAL NORTH MARGIN OF THE MCKENZIE
HIGHWA Y WAS CALCULA TED BY OFFSETTING THE CENTERLINE NORTHERL Y BY 40.00 FEET AS SHOWN ON
SAID CSF 22743 (REF 9). POINTS "Q", "R" AND "S" WERE CALCULA TED BY HOLDING DISTANCES NORTHERL Y
FROM THE NORTH MARGIN OF THE MCKENZIE HIGHWAY AS SHOWN ON CSF 7091 (REF 4>' POINT "T" ON SAID
CENTERLINE WAS ESTABLISHED BY CALCULA TlNG A POINT THE DEED DISTANCE OF 25.00 FEET NORTHERL Y
FROM POINT "S" AS CALLED IN THE DEED TO KRYL (REF 1/). THE SOUTH LINE OF TL 2000 WAS CALCULA TED
BY RUNNING A LINE EASTERL Y FROM POINT '~Q" TO A POINT ON THE CENTERLINE OF THE EXISTING RAILROAD
RAILS SUCH THA T THE TURNED ANGLE TO THE LEFT IS EQUAL TO 90005' 14" AS SHOWN ON SAID CSF
28441 (REF 10). THE EAST-WEST LINES OF TL'S 1700, 1800. 1900, 2000 AND 2001 WERE HELD AS BEING
PARALLEL TO SAID SOUTH LINE OF TL 2000 AS CALCULA TED ABOVE THE WEST AND EAST MARGINS OF
28TH STREET WERE ESTABLISHED BY OFFSETTING THE CENTERLINE BY 30.00 FEET WESTERL Y AND 20.00
FEET EASTERL Y AS SHOWN HEREON. THE EAST LINE OF TL'S 1700 AND 200/ WAS CALCULA TE.D BY
OFFSETTING THE CENTERLINE OF THE EXISTlNGRA/LS BY 1/6.00 FEET AS DERIVED FROM DEED DA TA AND
CSF 38441 (REF 10). THE WEST LINE OF TL 2001 WAS ESTABLISHED PARALLEL WITH THE RAILROAD
CENTERLINE AND BY HOLDING DEED DISTANCES OF 14.00 AND 1/0.00 FEET WfSTERL Y FROM THE EAST LINE
OF SAID TL 2001. THE NORTHEAST CORNERS OF TL'S 1700 AND 2001 WERE ESTA8L/SHED BY INTERSECTION.
THE SOUTHEAST CORNER OF TL 2001 WAS ESTABLISHED BY CALCULATING A POINT ON THE EAST LINE OF
SAID TL THA T LIES 100.00 FEET SOUTHERL Y AS CALLED IN THE DEED TO KRYL (REF II). THE SOUTH
LINE OF TL'S 1900 AND 2001 WAS HELD PARALLEL WITH THE SOUTH LINE OF TL 2000 AS CALLEDA80VE.
ALL REMAINING CORNERS WERE ESTABLISHED BY INTERSECTION.
,~
,
= TAX MAP /7-02-3/-22 TAX LOTS 500. 1700 & 200/
~
PLOTTER: HP DES~NJET 650C
INK: HP 5/640A
MYLAR: BULLFROG ENTERPRISES 4 MIL INK JET DOUBLE MA TTE BF78041J
==@ ]ranch~ngineering, ~nc.
310 Fifth Street
Springfield, Oregon 97477
(541)746-0637 FAX (541)746-0389
branchadminCi branchengineering.com
Civil. Structures · Transportation · Surveying
REGISTERED
PROFESSIONAL
LAND SURVEYOR
/c;iy a&
OREGON
JULY 20. 1993
REX A. BElZ
" -2606 .#
EXPIRES: DECEMBER 31. 2007
PROJECT No. 05-299
PAGE 3 OF 3
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DWG. No. \2005\05-299 KRYL 28TH STREET\CSF\05-299 CSG REV/SED.DWG
4/13/06 GPW
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FEB 8 2011
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