HomeMy WebLinkAboutPlan, Final APPLICANT 1/22/2009
SURVEY MAP OF PROPOSED
PROPERTY LINE ADJUSTMENT FOR
WOMEN'S CARE PR OP1!1R TIES, LLC
AND TH.B' CITY OF S.t'RINGFIELD
BEING AN ADJUSTMENT .OF 1111!;UNE BETWEEN (1) TAX MAP 17-03-22, TAX LOT 3403 AND
(2) TAX MAP 17-03-22, TAX LOT83200 AND 3300 AND TAX MAP 17-03-22-44, TAX LOT 8402
N.E.l/4 AND S.E. 1/4, ~15C. 22, T.178., R.S"., ".M.
~. ~ N N SPRINGFIELD, LANE COUNTY, OREGON
~ 1i: ~ ~ NOVEMBER 19, 2008
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" ~ t;)) ~\.: ~:~ (./(. 'I : I <:::)1 - ~ <t') "t- 52? ~ I:::) .... ~ ~'l' I h ~ ' 'Ot- I V; ~ V')
~ '" ~ 'b-f- ,<y>~~' NOr22'15 "E:(2) .!.J5.0J(2}(J) ~ ~ _-::--- (~"W-,.,.:~f.1!f2Jf:!L~ ~ --, ~ - AIiRT.l..! ~ I J ill I ~ i ~ \ .
- ~ '~'1,'=' (N0721 '58 "E:){J) N06"05's2"E(2J - O?22'15"W.~{J) ~~ _ ~~""', :-..J W' I ~llJ"" <: 1 I -PiPJrdi \ \
NI2;;/17(2) ",l-!~1.~ (Nor;05'35't}(J) NOr22'15t{I){2) (1)(2) 521.00(2){J) ~ - ~~ I j '7vl:,~ I ~ KING \ JB ~~ -
10"[:(2) ~ 192.34(1) Nor' ~ <:;) 1\C/j~ - ~l WIDTH~RICHr-<F-MY) lef - ~~.. _--
, '2215't{f)(2) 160.49{f) -- 174.17(1) ......~i I '....- 130.59 ~;,zR~ ~~;j - - i .;r - -"RACT ,f!:;--(\ ' C6
:'v WEST MARGIN OF S0722'1 "u, ~ " 'I ~ 14") ~ -, I 0"'> I / ---
9;-f:.J~\:\ UARnN LUTHER KING 5 " (f)(2) s~ 6'~SJ " " ~ : f~~ ~~ _. )(' ;;~ 2 /_ ..- \
<>.~ ~ JR PARKWAY (2) ~O/I "1: ,\ I J ~4.25~ '--, _~5J cs ./ \ \2"\t2!>"( g\
06' 'u.SS). ~o "E - <;4 -- ,52' w
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'0 ~~ ",~. i'\ (, 51S3249 '2\ ce \
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o 110.10(1) ~~~ 049 Ot,irG " ~ r.
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LEGEND
@ .
FOUND MONUMENT AS NOTED.
CALCULATED POINT - NOTHING FOUND NOR SIT.
DENOTES TAX LOT NUMBER
DEN01fS COUNTY SURVEY FILE.
DENOTES LANE COUNTY OREGON
PLAT RECORDS.
DENOTES LANE COUNTY OREGON
LAND PARTITION PLAT RECORDS.
( ) DENOTES DATA OF RECORD.
ALL DISTANCES SHOWN ARE IN FEfT.
o
TL
CSF
LCOPR
LCOLPPR
NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO MONUMENT THE ADJUSTED LINE OF THAT CERTAIN
PROPERTY LINE ADJUSTMENT THAT WAS GIVEN TENTATIVE APPROVAL BY THE CITY OF
SPRINGFIELD ON JUNE 18, 2008 UNDER CASE NUMBER SUB 2008-00024. MONUMENTS
HAVE BEEN SET IN THE GROUND AS SHOWN HEREON. HOWEVER, THE OFFICIAL PROPERTY
LINE ADJUSTMENT DEED AND PROPOSED DEDICATION FOR ROAD PURPOSES NOTED
HEREON AS REFERENCES 10 AND 1" RESPECTIVELY, HAVE NOT YET BEEN RECORDED.
RECORDING OF SAME IS EXPECTED SOMETIME IN THE NEAR FUTURE. THE POINTS AND
LINES SHOWN HEREON WERE ESTABLISHED AS FOLLOWS:
THE 5/8"REBAR (MON "A") FOUND AT THE SOUTHWEST CORNER OF PARCEL J OF LPPN
2006-P2030 (REF 1) WAS ACCEPTED AS BEING AT SAID CORNER, AS BEING A POINT ON
THE NORTHEAST MARGIN OF THE ABANDONED SPRR RIGHT-OF- WAY AND AS BEING A POINT
ON THE EAST MARGIN OF GAME FARM ROAD SOUTH AS SAID MARGIN IS OFFSET 35.00 FEET
EASTERL Y OF ,THE CENTERLINE OF SAID ROAD AS SHOWN ON, SAID LAND PARTITION PLAT (REF
1). THE 5/8"REBAR (MON "8") FOUND ON SAID NORTHEAST MARGIN OF THE ABANDONED
SPRR RIGHT---OF- WAY AT A POINT OF CURVATURE AS SHOWN ON SAID LAND PARTITION
PLAT (REF 1) WAS ACCEPTED FOR.. DIRECTION OF THE TANGENT PORTION OF SAID NORTHEAST
MARGIN AND HELD AS THE BASIS OF BEARINGS SHOWN HEREON. SAID MONUMENT (MON
"8"). THE WEST AND NORTH LINES OF SAID PARCEL J WERE CALCULATED, BY HOLDING
RECORD BEARINGS AND DISTANCES NORTHERLY AND WESTERLY AS MEASURED FROM SAID
SOUTHWEST CORNER OF PARCEL 3 TO THE NORTHEAST CORNER OF SAID PARCEL J. THE
EAST LINES OF SAID PARCEL 3 (BEING COMMON WITH THE WEST MARGIN OF MARTIN LUTHER
KING, JR. PARKWAY AS WIDENED BY DEDICATION MADE ON THE PLAT OF "RIVERBEND PHASE
I'" (REF 2) WERE CALCULATED, BY HOLDING RECORD BEARINGS AND DISTANCES SOUTHERLY
FROfjlTHE NORTHEASr:CORNER .,. OF SAI[:)'PARCEI..::J 'rOTHE ~SOI:JTH'~'"TERMINUS ." (POINT "E'?
OF THAT CERTAIN COURSE'THAT HAS 'A BEARING AND DISTANCE OF SOUTH IS- 04' 44"
EAST 84.,25 FEET AS SHOWN ON SAID LAND PARTITION PLAT (REF 1) AND SAID PLAT OF
"RIVERBEND PHASE ," (REF 2). THE 5/8" REBAR (MON"C") FOUND AT AN ANGLE POINT
IN THE EAST MARGIN OF GAME FARM ROAD SOUTH WAS FOUND TO BE IN ITS RECORD
LOCATION AS SHOWN HEREON. THE MAG NAIL (MON "D") FOUND ON THE CENTERLINE OF
MARTIN LUTHER KING, JR. PARKWAY AT STATION "L 410+92.55 P.C." WAS ACCEPTED AS
BEING AT SAID POINT OF CURVATURE AS SHOWN ON THE ,SURVEY MAP BY D. MICHAEL
JACKSON THAT WAS FILED AS CSF 40328 (REF J). SAID CENTERLINE OF MARTIN LUTHER
KING, JR. PARKWAY AS IT RUNS NORTHERLY FROM SAID STATION 1 410+92.55 P.C." WAS
CALCULATED BY RUNNING A LINE NORTH or 22' 10" EAST FROM SAID POINT. THE MAG
NAILS FOUND AT CENTERLINE STATION "L 414+68.78 P.T." (MON "G'? AND AT CENTERLINE
STATION "L 420+00.00 P.O. T." (MON "F") WERE ACCEPTED AS BEING SAID POINT OF
OF TANGENCY AND POINt ON TANGENT AS SHOWN ON SAID SURVEY BY D. MICHAEL JACKSON
(REF J). THE CURVE AND LINE DATA WERE FOUND TO EQUAL THE RECORD ANGLES AND
DISTANCES AS SHOWN ON SAID SURVEY MAP (REFJ). SAID SURVEY MAP BY D. . MICHAEL
JACKSON (REF 3) AS WELL AS THE WARRANTY DEED TO DUNKS FOR TAX MAP 17-03-22,
TAX LOT 1500 CALL FOR A SPIRAL CURVE FOR THE ABANDONED SPRR RIGHT-OF~WAY
ALONG THAT PORTION THAT UES IMMEDIATELY TO THE SOUTH OF AFORESAID PARCEL 3
(REF 1). MAPS SHOWN HEREON AS REFERENCE NUMBERS " 2, 4 AND 5 HAVE SHOWN
THIS AREA WITH A CIRCULAR CURVE WHICH APPEARS TO HAVE BEEN CONSTRUCTED FROM
LIMITED INFORMATION SHOWN ON THE SURVEY BY JOHN LAURILA, JR. THAT WAS FILED IN
1961 AS CSF 11809 (REF '6). BASED ON THE RAILROAD CURVE DATA AS SHOWN ON SAID
SURVEY BY D. ,MICHAEL JACKSON (REF J) THE RAILROAD CURVE CENTERLINE AS SHOWN
HEREON WAS CALCULATED BY (1) OFFSt"ING THE TANGENT PORTION OF THE NORTHEAST
MARGIN OF THE ABANDONEf) SPRR RIGHT-OF-WAY AS IT ADJOINS THE SOUTH LINE OF
o~
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~~
~~
~~~~
~~'t-G
'l.-
~~v
~~ (',
J5I
LANE COUNTY SURVEYORS OffiCE
e_s. FILE NO. 4 \ '2..,0\ lP
FiliNG DA TE1:5 ~'\J ' b b
f-,
~
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100
REFERENCES
1.
LPPN 2006-P20JO AS PLATTED AND
RECORDED AUGUST 14, 2006, BANTON
SUBDIVISION, BOOK 24 PAGE 15 LCOLPPR.
RIVERBEND PHASE 1 AS PLATTED AND
RECORDED MAY 10, 2006 LCOPR.
CSF 40328 BY D. MICHAEL JACKSON
FILED MARCH 28, 2007.
CSF 39772 BY DANNY M. DENNING
FILED APRIL 1 7g 2006.
2.
.3.
4.
CURVE
Cl
DELTA
19-35'48"(3)
CURve TABLe
RADIUS A'1C
1100.00(3) 376.23(3)
PARCEL J (REF 1) SOUTHWESTERLY BY JO.OO FEET JO ESTABLI~H,THE TANGENT CENTERLINE
,*; ;, THAT PRECEDES THE SPIRAL CURVE '(2) ROLDiNC";HE1ANGfNftiBE:A'RING'{)P S(!)(lfPf~,,~40. 04,"
57" EAST fOR LAST SAID LINE AND HOLDING THE TANGENT BEARING OF SOUTH 12- 13' 38"
EAST OF THE LINE BETWEEN STATIONS 't 414+68.78 P. T." AND "L 420+00.00 P.O. T." AND
(3) CALCULATING A SPIRAL CURVE THAT HAS A DEGREE OF CURVE OF 06- 00' 00" WITH
RAILROAD TAPERS OF 150.00 FEET IN LENGTH AS SHOWN ON THIS SURVEY. THE NORTHEAST
AND SOUTHWEST MARGINS OF SAID ABANDONED SPRR RIGHT-OF-WAY WERE CALCULATED
BY OFFSt.IIING THE CENTERLINE BY 30.00 FEET BOTH NORTHEASTERLY AND SOUTHWESTERLY.
THE ANGLE POINT IN THE CENTERLINE OF GAME FARM ROAD SOUTH AND NOTED AS BEING
STATION "L 0+00.00 P.I." ON THE SURVEY MAP, BY D.MICHAEL JACKSON (REF 3), WAS
CALCULATED BY (1) HOLDING THE FOUND 5/8" REBAR (MaN "C") AS BEING AT STATION
IfL 0+27.70" AS SHOWN ON LAST SAID SURVEY MAP (REF 3) AND (2) CALCULATING A
POINT ON SAID CENTERUNE THAT LIES 27.70 FEET SOUTHERLY OF AFORESAID STATION
"L 0+27.70". THE BEARING "SOUTH 02- 35' 30" EAST" OF SAID CENTERLINE AS IT RUNS
SOUTHERLY FROM SAID STATION 't O+OO.OO"AS SHOWN ON THE PLAT OF "RIVERBEND,
PHASE ,. WAS HELD FOR SAID CENTERLINE. THE EAST MARGINS OF GAME FARM ROAD SOUTH
WERE CALCULATED BY OFFSt.II/NG SAID CENTERLINE BY 20.00 FEET, 30.00 FEET AND 35.00
FEET AS SHOWN HEREON. THE SOUTH TERMINUS OF THE CURVE THAT RUNS SOUTHERLY
FROM CALCULATED POINT "E" ON THE WEST MARGIN OF MARTIN LUTHER KING, JR. PARKWAY
WAS CALCULATED BY HOLDING THE STATION AND OFFSET OF "L 414+57.32, 47.97 FEET
RIGHT" AS SHOWN ON THE SURVEY MAP BY D. MICHAEL JACKSON (REF J). THE, CURVE
BETWEEN SAID POINTS WAS CALCULATED BY HOLDING THE RADIUS OF "899.59 FEET" AS
SHOWN ON SAID SURVEY (REF 3). ALL PROPERTY CORNERS WERE CALCULATED BY INTERSECTION
OF THE ABOVE CALCULA TED I..INES~ THE ADJUSTED LINE, AFTER PROPERTY LINE ADJUSTMENT
/5 ALL OF THE ABOVE ,CURVE THAT LIES BE1WEEN ITS INTERSECTION WITH THE AFORESAID
NORTH MARGIN OF THE ABANDONED SPRR RIGHT-OF-WAY AND ITS INTERSECTION WITH THE
AFORESAID SOUTH MARGIN OF SAID ABANDONED SPRR RIGHT-OF;... WAY.
C2 1lr20'JJ" 899. 59(2)(J)
(18.20'20")(J)
CJ 1 74J'11" 899.59
C4 6.45'JJ" 899.59(1)(2)
(6-40'58')(1 )(2)
C5 10.57'J8" 899.59
C6 0.45'10"(2)(J) 11 77.50
C7 12-,8',5" 924.93
~925.04)(6)(9)
C8 6-33'04" 924.93
C9 2.37'38" 984.9J
r
REGISTERED
PROFESSIONAL
LAND SURVEYOR
,
LONG CHORD
502.25'44"[ 374.40
(502.25'56"E)(J)
287.99 S04- 41 ' 14"E 286.76
287; 94(J) (504-40'19"E 286.71)(3)
278.21 504'22'J2't 277.11
106.12 S01-06'17"W 106.06
(104.92)(1)(2) (SOr09'J9"W 104.86)(1)(2)
172.09 50745'19"E 171.83
15.47(2)(3) S06.59'40"W(2) 15.47(2)(J)
(506.59'2J'W)(3)
N29.25'50'W 198.25
198.63
105.76
45. 16
N20'OO'10"W 105.70
N34.,6'08'W 45.16
~tJ.(/)-
OREGON
JULY 20" 1993
REX A. BElZ
" #2606 .#
EXPIRES: DECEUElER 31, 2009
@ Branch Engineering, Inc.
310 Fifth Street
Sprinafield, Ore,on 97477
(541)746-0637 FAX (541)748-0389
branchadminebranchenaineerina.com
Civil. Structures. Transportation. SurveyiD,
PROJECT NO. 08-0088
PAGE 1 OF 2 ~
'Z:\2008\08-0088 PLA WOME~'S SPACE COS\CSF\08-0OB CSF.dwg, Poge (1) S4VED: Nov 20, 2008 ot 10:170m GPW
U0~ ::::::, \R_ LqoV Dataji{eCeived:-f'~~~L_-
lahc :SUb 2-008 -tJocu4- Planner: AL
')~ .~ ~. .0\,=2 f~
N.E. 1/4 AND S.E. 1/4. SEC. 22, T.17S., R.3"., W.M.
SPRINGFIELD, LANE COUNTY, OREGON
NOVEMBER 19, 2008
@ SCALE 1H=100'
FOUND #MG NAIL
(WITH WASHER MARKED
FOUND PK NAIL ~ I ' "LANE CNTY PW"
WITH WASHER MARKED I ;v: STA "L 410+92.55 PC"(J)
", AN'r' CNTY PW" ~ I .
.. ~ 1J1c. I~" ~ 1-:-.,
LEGEND t..... '-..;. STA "L, 410+6,2.J7 POT"(J' ( r: i :- I ~
Q:: -;::-- 'J, It)J ~ ' 1___ ~I
@. rOUND MONUMENT AS N;TED. -~_________ 1; / ~,' ~~I~ ~I
SIT 5/8" )C JO" REBAR ~ - -- __ '> ~ J ~ "N- Q) ~ I ~ ~ I
@ WITH YELLOW PLASnc CAP R! :g II ;;S ~ ~ i I ~ :: g I ~ ~ \
MARKED "BRANCH ENG INC.". fti' ~ .J.q~RT.'1"J\T "'.f -- -~ j I ~ ~!!? 1 fa ~ \
i- 1.V (() k I~l I-.. -~ ~ V>
CALCULATED POwr=- - _ ~ '='? Q:: ~ ~ I - Q::- ~ <: I '=- I
o ......- -.. () ~ -.. I ~ '
NOTHING FOUND NOR SIT. ~ - -- - ___ ~ ~ ~ Q: ~ :-- I ~ :: I I I R
DENOTES REFERENCE ,.... - --.c. - -- - _ ~ ~ ~ ~f.':? i Ii;: ! ~ .: I ~ L U THE R \ KIN G J
@ DESIGNAnON AS NOTED ~ --<;t- - ~ _ to l'=--f2 ~ i ~ ! ~ ~ I ~ \ I WAY)
IN NARRATlVf ~-.I ~I r:~" ~ - - --l.- ~ ~ i:g ~ 1 ~ ( V A R I A B L E W , D T H I R , G H T - 0 f - . ~
~ '- l.r) .......~ ~ - i- I - ----./
^ Df.iNOTcS Ll"'r' t;i c::::> ~ i- 30.20 / - . - - ~;1' C 1 I - . - /',
'I Ie.. nc. "": /t-.. ~ 130.59 __......" I ~ I .;- - - ~ - . - - r - ~ r-str CORNER
NOT TO SCALE. ~/~ IS :- -.I <s i ~ ; ~ ..-.I & R, -FOUND 5/8" REBAR II b STA"L 412+83.42 51.04 R7"
IP DENOTES IRON PIPE. ~~~:r6'Oo " " :: ~~~ i ~ I ~~ ~ Q c..> ~ 1 ~ WITH YPC MARKED 1 ~~
TL DENOTES TAX LOT NUMBER 6' 0.1" So',~' ~ ..';{; ~ ~ !,,!'i ~ ~ ~ ~ f ~ "KPFf" INC"( 1) I.J DEEP. 4' ~ K ../
/.'SJ:06"" ~~ CI')" "-S! t:; 1;:-.1 I ~ "f.){3)~~ I STA L 411+81.95 49.J2 R1rlO no 2 :/'"
(NTS) DENOTES NOT TO SCALE. '0/P~0 (SO?2~" ~ I ~! <: '5'05'0~ (1)(2) <: /"...--- (49 12)(1) t V> C /'
ypc DENOTES YELLOW 0r;tf?J. S01'22,~~,I!)(J) ~! t;; I (;'04'44 (~)(j) 0 ,~- .. 9
PLAsnc CAP. 76.55(1)(.~f1)(2) J i S184.25(n ...- C4 r/ ,-
(UO) DENOTES UNKNOWN ORIGIN. 2/(3) C6 . 1,~ \
T.S. ~~N~~~TANGENT (r"'~ "" fl/
, ' TRACT 2 ) , " ./ '..
S.C. DTiOENCO,TiRECSULARSPlRAL 2. ,(BEFORE 'PLA (1)(8), ,) ., ",- / \
~ \ 2.00'Z ACRES ~~ ......." / ~ q.. FOUND 11.2" IP (4)(6)
DENOTES CIRCULAR ~ \...;.AFTER PLA(10)r' ' ~.,. ~, ....... / '<6 \~ ~ . S60'07'SO"W(R) o.3b(NTS)
c.s. TO SPIRAL '" . ,-~ 2.552 ACRES 1.r,... (1 D) " ~ . /' \~. 0.; ~ FROM POINT ON CURVE
S.T. eoEN?!..~GScNSTPIRAL (AFTER STREET DEDICATION (11)~""'''''''-; 0 .to\~' ~. '-.~1'~~
II ""/'f C.I ::::-- \. 2 521-.' ACRES / "\ "/ ,,\,f' \ ,~.. \ ~ ~
CSF '-...-/ 1-/ 1\1 ~ <.\,\) t"\~ 0 ..~, 0.1 -Ii'RAILROAD CURVE DATA
~~S n71UNTY ~ '--' -.:.., J--./ ....;-.J--' . r;;-. u<?J '-" ' ~rJ.~ .f.'v ' 2~" ~ ~\) @ \~rJ:, " '-' ';oTAL A =27'51'19 "(Zr51'1 0'2(3)
. ..~ ~ ~~ '\' \,,-~ '" 'X~ ~G 0 S' \ ~ BR ,~ \ . DEGREE OF CURVf = 6'00'00' (3)
DENOTES LANE ~. BR h...~ 'J,~, .()i'S'" o~ s'X~~ ~~9 ~ FOUND 5/8" REBAR \ l.~ =,18'SI'19"(18'SI'10'?(J)
LCOPR COUNTY OREGON ~ FOUND 5/8" REBAR WITH I ~~P' ~'},f},~' ~,~ &,\) S ~ Q 'Itlcc) (1)(3)(4)(NO CAP)\\ \ R::954.9J(955.06)(3)
PLAT RECORDS. (I) YPC MARKED "KPFF, INC"(1) ~ y!... ~ ")....." (,'\ o~ <~ ."!l" (WITH YPC MARKED "SKINNER \ t=J 14.25(J14.28)(J)
~,E~OT~S ,~H,.E ',..' STA (.'~L/~:~4;!;R3;'ITOOH ypcRT" ..'. .",. () "'~<v~.~~'" ' \~<o~~... J.5. 1 _\1.,/':>')tO ct ASSOC INC'?(J)(4)\ \ CJ1=N2~09'18"W 312.84
LCOI.PPR~ff~AZ;~~N -. "S'f{,;NER~;' ASSOC INC" <;,\<?J .\)~'" ........' " , /" '" (;> ~~RQ,AD TAPER(JI ~~:o.l~ ;B;~%i/;4 125~~ 1 RT" \'. . (N26;Og'25"W JI2.86XJ)
PLAT RECORDS. STA "L 0+04.10 34.84 Rt?(3) ~~ C:>~() ~ ~ 'to R=9S49J 'J (ilL 411+89.30 124.97 ~T'?(3) ':>~~ \ \
DENOTES MONUMENT (NO CAP)(4) \ /:~~~ 'O~~ / 1~y.> L=150:00(3) \,\ '\" '\ \
BR USED TO ESTABLISH (STA ;'LO+04.19 34.80 RT'?(4) '" \~ '7 \ :) ~ T=4'30'00"(3) \ \
BASIS OF BEARINGS. / " 1~~ fJ')~ \So'\. CH=SJ8'34'S7"E 149.96 \" \
() DENOTES DATA OF /' J.r ,,, ~ ....~ ~ v-~\, (538"35'01 "f 149.96)(3) '\
RECORD. / .;ec- $02'35 ~o ~ ~ 94.55'",~~' \
ALL DISTANCES SHOWN ARE N'01-49'36"W(1)(2) 127.17 ( 45.26-i.;'" I \\\!- 49.2~~ . tlc<s(;J~ "
IN ,.ttl ~~ .p~\: 1,b... ",
. 123.21 (1)(2)~ 25.80 J (;j~~1. 0 .~" '\
~01'49'36"w(1)(2) 110.10(1) }LJ --. -:---. ~, ~i' , '0'0 I ~p 49.29 / N02'J5'JO"W(2) \,"'....... _
r\( ) 01 ~ ~ ~ ~., ~'/ ')f("'l-' too". ~OL35'30't... ~ '
(NOr49'57'W,J grb 22 ~~'i~_,/_I ,....... -, /-' 15.00 STREET '\ GA-ME F'ARM".,__ROAD SOUTH
.~ N01'4g'3~"W(2) - 6~-~ ~ .(;J~~//23.09 / OED/CATtON (11) n" "
~ @ ~ It).!l) c,tlcGN01'49'36'W .;' '-FO, UNO 3(4" SMOOTH IRON ROD (UO'
FOUND 5/8" RtBAR ~ / / ~ (BENT N'LY) I
, WITH YPC MARKED ,~ " / . STA "L -0+ 75.52 20.39 RT"
- "SKINNER '" ASSOC INC"(1/ V) / '---FOUND 5/8" REBAR (3) 555'59'47"[ 0.49
STA ilL 1+27.77(4) 30.00 RT / WITH ILLEDGIBLE YPC FROM CALCULATED POINT
(L 1+27.70)(J) (29.93 RT)(J)(4) GAME FARM ROAD SOUTH ~ STA"L -0+25.34(3) 19.61 RT"
STA ''L 0+00 PI (3)(4) I (19.99 RT)(3)
501'49'36"[ O.13(NTS) N46'49'03"W 0.55
fROM CENTERLINE OF ABANOONtJ FROM CALCULATED POINT
/ RAILROAD RIGHT-Or-WAY
TAX MAP 17-03-22-44, TAX LOT 8402
S TAX MAP 17-03-22, TAX LOTS 3403, 3200 AND 3300 CI1Y OF SPRINGFIELD CASE NO. SUB 2008-00024
PLOTTER: HP DESIGNJET 650C
INK: HP 51640A
MYLAR: BULLFROG ENTERPRISES 4 MIL INK JET DOUBLE MATTE BF78041J
~ CURVE ,TABLE
CURVE DELTA RADIIlS ARC
CI 19'35'48"(3) 1100.00(J) 376.23(3)
C2 18'20'33" 899.59(2)(3) 287.99
(18'20'20?(3) 287.94(3)
CJ 1743'11 " 899.59 278.21
C4 6'45'J3" 899.59(1)(2) 106.12
(6'40'58?(1 )(2) (104.92)(1)(2)
C5 10'57,'38" 899.59 172.09
C6 0'45'10"(2)(3) 1177.50(2)(3) 15.47(2)(3)
C7
12'18'15"
198.63
924.93
[925.04)(6)(9)
924.93
984.93
899.59
C8
C9
C10
6'3J'04 "
2'37'38"
00'J7'22"
10S.76
45. 16
9.78
'''-
LONG CHORD
S02'25'44"E 374.40
(502'25 '56"E)(3)
S04'41'14"E 286.76
(S04'40'19"E 286.71)(3)
S04'22'32"E 277. 11
SOI.06'17'W 106.06
(501'09'39'W 104.86)(1)(2)
S0745'19"E 171.83
S06'S9'40"W(2) 15.47(2)(3)
(506'59'23'\f)(3)
N29'25'50'W 198.25
SURVEY MAP OF PROPOSED
PROPERTY UNE ADJUSTMENT FOR
WOMEN'S CARE PHOP.B'RTIES, LLC
AND THE CITY OP' SPRINGpl1!:LD
BEING AN ADJUSTMENT ,OF THE UNE BETWEEN (1) TAX MAP 17-03-22, TAX LOT 3403 AND
(2) TAX MAP 17-03-22, TAX LOTS 3200 AND 3300 AND TAX MAP 17-03-22-44, TAX LOT 8402
~.
LANE COUNTY SURVEYORS OrneE
C,S. filE NO, 4 \ 'L<\lD
FILING DATE.z,S No'4 t O~
c...
N20'00'10"W 105.70
N34.,6'08"W 45.16
N1J'J2'49"W 9.78
(TRACT"",
\ ("'BEFORE PLA (7)~
\ \ \ ( LANDS CONVEYED TO ")
\ \ \ ~/TY OF SPRINGFIELD (7)J
\ \ J.7:tc ACRES )
~I 102 I~ @ AFTER PLA (10)r
~ \ \~. \ ~ \ FOUND #MG NAIL J.1:tc ACR.:3)
FOUND S18" REBAR -~ \ \\~ \CS WITH WASHER MARKED .J 0
WITH ype MARKED in \ <? t- "LANE CNTY PW" of SPRING\ri~~:Of-WA'() --,
"KPFF, INC"(1) 1.6 DEEP. ~ \ \~ \tn STA"L 414+68.78 PT"(3) crT'l SPRR R ~ 8/
STA "L 412+82.30 SI.16 RT" 'V; \ \\1) \ (AeANOONEO 22(3) ,~_ -- Ir-- 300.6
(51.07)(1)(2) \ , 0"E)(3) 531. - ---, ~
\ \ \ (512'13 ~38"E ~....::--- ~ \
P~jRf{WA Y \ \ \ ....~ ~ ~ "t 141.60 ~
jI. , \ - ~,.....- \ C.S. 3"42'55
~~--- \ ,LC~S1 0, SPIRAL
\ ... ~ cg \ -30' orrs
\ ~~
~ \ ,~ RAILROAD TAPER
". \ \ z. R=-954.93
/ \ \ \~ L=150.00(3)
\~.. T=4.30'00"(J) .
\~$ CH=S13'43'38"W 149.96 \
rn (SI3'4J'49"W 149.96)(3) \
\~
.~
\
rOUND MAG NAIL
WI1H WASHER MARKED
"LANE CNTY PW"
STA "L 4{4+68;76 42.28 RT"(3)
CALCULATED POINT
STA "L 414+68.78 46.00 RT"(3)
\
\
<D
FOUND, MAG NAIL
WITH WASHER MARKED
"LANE CNTY PW"
STA "L 420+00.00 POT"(3)
C5
\
\
\
CALCULATED POINT \
STA "L 414+S7.32 47.97 RT"(3)
\
r
REFERENCES
1. LPPN 2006-P2030 AS PLAITED AND RECORDED AUGUST
14, 2006, BANTON SUBDIVISION, BOOK 24 PAGE 15
LC()trPR~"
2. RIVfRBEND PHASE 1 AS PLATTED AND RECORDED MAY 10,
2006 LCOPR.
3. CSF 40J28 BY D. MICHAEL JACKSON FILED MARCH 28, 2007.
4. CSF 39772 BY DANNY M. DENNING FILED APRIL 17, 2006.
5. csr J7160 BY STEVEN E. WOODS FILED AUGUST 20, 2001.
6. CSF 11809 BY JOHN LAURILA, JR. FILED JUNE 1961.
7. BARGAIN AND SALE DEED TO THE CITY OF SPRINGFIELD
RECORDED FEBRUARY 4, 1993 IN REEL 1824R AT
RECEPTION NUMBER 9307441 LCOOR.
8. WARRANTY DEED TO WOMEN'S CARE PROPERTIES, LLC,
RECORDED DECEMBER 12, 2006 AT RECORDER'S NUMBER
2006-088769 LCOOR.
9. WARRANTY DEED TO WALLACE L DUNKS AND CrRION E.
DUNKS RECORDED FEBRUARY 19, 1968 IN REEL 3BOR AT
RECEPTION NUMBER 14809 LCOOR. (TAX MAP 17-0J.:...22,
TAX LOT IS00).
10. PROPOSED PROPERTY LINE ADJUSTMENT DEED (NOT YE:T
RECORDED).
, ,. PROPOSED BARGAIN AND SALE DEED TO THE CITY OF
SPRINGFIELD FOR ROAD PURPOSES (NOT YET RECORDED).
REGISTERED
PROFESSIONAL
LAND SURVEYOR
")
@ Branch Engineering, Inc.
310 Fifth Street
Springfield, Oregon 97477
(541 )746-0637 FAX (541 )746-0389
branchadminebranchengineering,com
Civil · Structures · Transportation · Surveyin,
~ t/4--..
OREG1YN
JULY 20. 1993
REX A. BETZ
, 62606 _ :,,/
EXPIRES: DECEMBER 31, 2009
PROJECT NO. 08-008B
PAGE 2 OF 2 ~.
S4V!D: Nov 19, 2008 ot 11:070m GPW
'Z:\2008\08-0088 PLA WOAffN'S SPACE COS\CSF'\08-00B CSF.dwg, Poge (2)
Dat~ ReceiVed:_/d212fJO~
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