HomeMy WebLinkAboutPlat, Subdivision APPLICANT 7/22/2008
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ROSEMONT COTTAGES
, .
BEING AREPLATOF LOT 28 OFTl1E ADAMS PLAT
AND PARCELS' lAND 2 OF LPPN 2006-P2017
N.E. 1/4, SEC. 31, T.17S., B.2W., W.M.
~ ~ ' ,~ SPRINGl'11!iLD; LANE COUNTY, OREGON ,
~~ ~ ()O ' i-- ' ,'. , , ' 208 J2... .....
~~ 0 , ~" . ,()G l'lSBRUARY 19 2008 FOUND 5/8" REBAR . /;' ,~, ~I
~\ C"J NE CORNER PARCEL 1(2) ~(j ~~ ~'V '. WITH YPC MARKED .', FOUND J/4" IRON PIPE(2)
~ NE CORNER"LOT 28(1) ,() \~ ~ . SCALE 1"= 20' "BRANCH ENG. INC. "(2) 48.32/1 S84'26'5o"W 0.19
,~ :t FOUND 3/4 IRON PIPE(2) ,\'vi r v~' r 7.00 NOrJ5'03"E 0.42 '-l__~... ~\ FROM SET POINT
, - - - - - - - - ---- - - - - - - _ _,_ _ _ _ _ L _ _ _ (20790'l(2tl .( FROM SET POINT ~ ~ \ ..... <:)~
~, NOO~15'QO~'E 3000{!J --- I (NOrJ5'15"E)(2) - - - - (208 06)(1) - - - - - -~~ - - - - - - - - -~- - ~ ~I \"
'TTlILf/TfLlf7lfilL~Jnn~HT71PUmfW,d"~ ~",:"$ol"l,'/":,,:I'f I'll .1J,!1. '''$ '('~""1 "'1 "'I "NO~;E, .,..208..l2 ~ - \" ~
(I INITIAL POINT /{ .r-- ~ _ _, _ '" "" "" 1'65.0 Um ,", "". 'J"'1 ...... "" --~ · -;~~,,~J;nrdS:-6~'f"}~'J":"$~t~~~~~J~~br-1":'(f":"f,,}I~,~: \i~,} ~O ON /1/1
, f EX/~71NG - - ~- - - 1%.~g,71~8E ' -7;00J - ~ - - - - ~ - W:~~~lIftR -- - - _1_ SE COR~ER PARCa-2(2);Lr; \ '
- . ~7.00 PUE (2) "BRANCH,EN" G. INC,."(2) Sf CORNER LOT 28(1)' ~ ~
, I (2) SOI'J5'OJ"W 3.68 . . ' .....
, , . FROM SET POINT. ~ ~
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0) I LOT 6 .!.aJ ~ ~ ~
~ I 8198 SQ. FT. j;), Lor 5 0) ~ ~ ~
I ~ 5621 SO.FT. ~ ~ ~ .
~ LOT 4
I ~.!.aJ 6064 SQ.FT. ~
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'-'.l" ~ ~ 1 .....1-- SOO'15'00"W 103.17 --"'__... I ,~ ~ '4J
: 0 t~~-I: SOO'15'00"W 84.49 ---.... ........, J C"J ~ ~
~ ~ (.~-r-------------------~ ._~--____ i ~~.~ ~ ~
'., ~ 1- ~ I' ... , SOO'15'00"W 83.99 -- - - oi .....
I' .J.C) S07049'o.'/:"w ,-- - - - - "" .....
I ~ SOO'15'00"W 83.56 . ..J, 74.46 .. ~ ~ FOUND 5/8" REBAR WITH
~'" . '1~ ~", ...' YPC MARKED, "PLS 655".
I' '41 ~ S87"52'22"E 12.tJ5
! ~ I SOo015'00"W83.13 , ., ..... FROM SE CORNER LOT J
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! !-a.J _ ~ J SOO'15'OO"W 83.13 ., ' r.. 4J" :::
" bc,r:- -1..:.- _ ~ _ _ _ _ _ _ __ _ _ _ __ _ ___ _ -J!L , ,_ \' b "FOUND 3/4" IRON PIPE(2)
...' -, I 0 \ J \ - - -- -....... .!O ~ N87"26'53"E 12.10
," OJ .. \ \ -----:... r .~ "
FOUND 5/8" REBAR I, ~\' ~ ' I '- -- - \ I ~ FROM SE CORNER LOT 3 ~
N86'41'05"E 1.67(NTS) f~ ~ ,\ ~ . I -J - - - . L -J, . 8' ALLEY '~~. ~$'V
FROM SET CORNER 'J:L~ ~'Y/ 1 (/) I 28.00' PRIVATE ' - 1 - (1)" ~ ~ '\.~
, -~ , .(~) JOINT-USE ACCESS, ~ b?=; ~ r-YJ'Q
\ ' I ' ." It) ~ '\~~ -.)
, 0/ __ .--- 7.00' PUE ~ UnLlTY AND DRAINAGE " ~ ~ :v
FOUND 5/8" REBAR WITH \.... .,~ I * * ~ EASEMENT(6) ~ ~ ~ "\ ~
YPC MARKED "PLS 655" J " ~ ~ ~
S790J3'32"W 0.79(NTS) I ~ ' 0 ~ v~
FROM SET CORNER I " ~ J ,
m I ~ ~
~ I Lo.T 1 . ,13 LOT 2 t ~ ~ ~
I 6291 SQ. FT. y; 5479 SO. FT. ~ ~,- ~
00 ~
, ~ ~
I ~
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sJg~~~'W'~~ff:tf> :
,FROM SET CORNER I
\ J , I NW CORNER LOT 29(1)
, I ,,(J I ,.--r- . 82.00
)-1i00'15'00"EJO.00(1) · ~ ------ "
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........'=-
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j,/'NW CORNER LOT 31(1)
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39th STREET
10
· · · '. .J
----
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20
~
SE CORNER /'~\
LUCINDA COMEGY \
. DLC 81 . \
T17S, R2~ WM 1
FOUNC,. 3" BRASS CAP
SET BY LCPWD IN 1971(J)(5) ~
R E COR D E D
LANE COUNTY SURVEYORS OFFICE
c.s. fiLE NO.
FILING DATE .
~~
DATE
- ~ BR -
/71 ""FOUND PK NAIL(2)
/~
, '--
I ,
LANE COUNTY, CLERK & RECORDER
OF CONVEYANCES '
DEPUTY
NOTICE:
THISPLA T SUBMITTED FOR PUBLIC
AGENCY REVIEW ONL Y - IT IS NOT
OF PUBLIC RECORD
DO NOT COPY
NOTES
......
30.00
1.
NO BUILDING, STRUCTURE, TREES, SHRUBBERY OR OTHER OBSTRUCTION SHALL
BE PLACED OR LOCATED ON OR IN A PUBLIC UTILiTY EASEMENT.
ALL LOTS MUST CONFORM TO THE VISION CLEARANCE TRIANGLE STANDARDS
SET FORTH IN THE SPRINGFIELD CITY CODE.
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L.
REFERENCES
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1. "THE ADAMS PLA T" AS PLA TTrD AND RECORDED IN BOOK 14, PAGE 3, LCOPR.
2. LAND PARTITION PLAT NUMBER 2006~P2017 BY REX A. BETZ RECORDED JUNE. 27,
2006 LCOPPR.
3. CSF 40767 BY REX A. BETZ FILED OCTOBER 29, 2007.
4. LCSO CORNER REPORT INDEX NUMBER 10272.
5. LCSO CORNER REPORT INDEX NUMBER 4325
6. DECLARA TlON OF PR~VA TE JOINT USE ACCESS, UTlUTYAND DRAINAGE EASEMENT
AS RECORDED ON , 2008 A T RECEPTION NUMBER
2008- , LCOOR
LEGEND
(@ @ . FOUND MONUMENT AS NOTED.
Ii' SET 5/8" x 30" REBAR WITH YELLOW PLASnC CAP MARKED
~ "BRANCH ENG INC.".
CALCULA TED POINT - NOTHING FOUND NOR SET.
DENOTES DEDICA TED HEREON.
o
**
1
DENOTES LINE NOT TO SCALE.
,~<v
LOT J
5949 SQ. FT.
~.
.....
"
"
"
TL DENOTES TAX LOT NUMBER
DLC DENOTES DONA nON LAND CLAIM NUMBER
YPC DENOTES YELLOW PLASnC CAP.
PUE DENOTES PUBLIC UnLlTY EASEMENT.
CSF DENOTES COUNTY SURVEY FILE.
(NTS) DENOTES NOT TO SCALE. .
LCOOR DENOTES LANE COUNTY OREGON OFFICIAL RECORDS.
LCOPR DENOTES LANE COUNTY OREGON PLA T RECORDS.
LCOPPR DENOTES LANE COUNTY OREGON PARnnON PLA T RECORDS.
BR DENOTES 'MONUMENT USED TO ESTABLISH BASIS OF BEARINGS.
() DENOTES DATA OF RECORD.
ALL DISTANCES SHOWN ARE IN FEET.
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(So03J'W)(1)
62.00
207096
(207.59)(1)
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SW CORNER LOT 29(1)
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-TAX MAP 17-02-31-13, TAX LOT 1101, 1102 & 120C CITY OF SPRINGFIELD CASE NO. SUB 2007-00050
~, '.
PLOTTER: HP DESIGNJET 650C
INK: HP 51640A
MYLAR: BULLFROG ENTERPRISES 4 MIL INK JET DOUBLE MA TTE BF78041J
SW CORNER ------~---
LuaNDA COMEGY ~
OLC 81 ~
T17S, R2W,WM lO
FOUND 3" BRASS CAP -
SET BY LCSO IN 1986(3)(4)
~
~(j
NW CORNER TRACT 1(3)____ ~v ~
FOUND 5/8" REBAR ~---....~
' WITH YPC MARKED ~:;::, '
"BRANCH ENG.INC. "(3) ~ ~ ,
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REGISTERED
PROFESSIONAL
LAND /.sURVEYOR
~.~
OREmYN
JULY 20. 1993
REX A. 8ETZ
~ #2606 '/
EXPIRES: DECEMBER 31, 2009
~ Branch Engineering, Inc.
~J 310 Fifth Street
Springfield, Oregon 97477
(541)746-0637 FAX (541)746-0389
branchadminObranchengineeringocom
, Civil · Structures · Transportation · Surveying
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FOUND 5/8" REBAR ----- \ -.. "~"
N82"50'05"W 0.52(NTS) ~ I.()~ ~ '.',
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FROM SET POINT ~...J:::c:i~
..... ..... 00
SW CORNER LOT 31(1) ~) <:.
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\ \ ,/: FOUND PK NAIL(2)(J)
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WEST LINE LOT J 1 (1) ,~
S00046'56"W 207.63
(SO'33'W)(1) (207.41)(1)
38th STREET
(40.00 RIGHT-OF-WAY)
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.- @.
SOO'46'56"W
245.59
1677.62(3)
J 1432.03
ii
PROJECT NO. 07-019.
PAGE 1 OF 2
DWG. NO.Z: \2007\07-019 Fournal
'E' Street partition\Fina/ P/at\07-019 PLAT .DWG
fR.EWOg,.cvoSO
1'Q.E-SJetA l n-~ IVl ~q
=V3Dl0\b\ O,.j PLA-T JUL 222008
'FoDN\AL{RoSSN\.61JT' COY~b-=0
2/19/08
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PRE-SU3M!lTAL REC'D
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NARRA TIVE
.HOSEMONT COTTAGES
BEING A REPLAT OF LOT 28 OF THE ADAMS PLAT
AND PARCELS 1 AND 2 OF LPPN 2006-P2017
N.E. 1/4, SEC. 31, T.17S., R.2W~, W.M.
SPRINGFIELD, LANE COUNTY, OREGON
FEBRUARY 19, 2008
,DECLARATION
KNOW ALL PERSONS BY THESE PRESENTS THAT WILLIAM E. CURRAN, ROSEMONT VILLAS, LLC,
AND TITAN DEVELOPMENT, LLC, (1) DO HEREBY CERTIFY THAT THEY ARE tHE OWNERS OF
THE LANDS AS HEREON ,DESCRIBED AND DO CAUSE THE PROPERTY TO BE SUBDIVIDED AND
PLATTED IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 92 OF THE 'OREGON REVISED
STATUTES AS SHOWN; (2) DO HEREBY ACKNOWLEDGE THE CREATION BY SEPARATE INSTRUMENT
OF THE 28.00 FOOT PRIVATE ACCESS, UTILITY . AND DRAINAGE EASEMENT FOR THE BENEFIT OF
LOTS 2,3, 4, AND 5; (3) DO HEREBY DEDICATE TO THE PUBlic FOREVER THE 7.00'
PUBLIC UTILITY . EASEMENT SHOWN HEREON, (4) DO HEREBY ACKNOWLEDGE 'THE EXISTENCE
OF THE PUBLIC UTILITY EASEMENT AS CREATED B\( LPPN 2006-P~017, (5) DO HEREBY
ACKNOWLEDGE THE EXISTENCE OF THE CONDITIONS AND RESTRICTIONS APPLYING TO THE
ADAMS PLAt, AND (6) DO HEREBY EXTINGUISH THE FOLLOWING EASEMENTS AS CREATED BY
LPPN 2006-P2017: (A) THE 5.00'xJ2.00' PRIVATE SANITARY SEWER EASEMENT LYING IN
PARCEL 1 AS SHOWN, DUE. TO NEVER HAVING BEEN ANY UTILITIES PLACED WITHIN SAID
EASEMENT AND FUTURE UTILITIES BEING RELOCATED, AND (B) THE 20.00' PRIVATE ACCESS
AND PRIVATE UTILITY EASEMENTS ALONG THE WESTERN EDGE OF PARCEL 1 BENEFITTING
, ' ,,', ' ,
PARCEL 2, BEING RELOCATED AND DEDICATED AS SHOWN HEREON. .
R E COR D E D
LANE COUNTY SURVEYORS OFFICE
C.S. FILE NO.
FILING DATE
DATE
LANE COUNTY CLERK & RECORDER
OF CONVEYANCES
DEPUTY
NOTICE:.
THIS PLA T SUBMITTED FOR PUBLIC
AGENCY REVIEW ONL Y - IT IS NOT
OF PUBLIC RECORD
DO NOT COPY
, '
THE PURPOSE OF THIS SURVEY WAS TO COMPLY WITH THE OREGON REVISED STATUES
THE PURPOSE OF THIS SURVEY WAS TO COMPLY WITH THE OREGON. REVISED STATUES
CHAPTER 92 REQUIREMENTS FOR SUBDIVISIONS. TENTATIVE APPROVAL FOR THIS SUBDIVISION
WAS ISSUED OCTOBER 25, 2007 BY THE CITY OF SPRINGFIELD JOURNAL NUMBER "SUB2007':"
00050". THE CORNf:RS AND LINES SHOWN ON THIS SUBDIVISION WERE ESTABLISHED AS FOLLOWS:
THE J" BRAss CAP MONUMENT FOUND AT'THE SOUTHWEST CORNER OF LUCINDA COMEGY'S
DLC NUMBER 8.1, T17S" R2W, W.M. AS SET IN REFERENCE' 4 WAS ACCEPTED AS BEING SAID
CORNER. THE J" BRASS CAP MONUMENT FOUND AT THE SOUTHEAST CORNER OF LUCINDA
COMEGY'S DLC NUMBER 81, T17S, R2W, W.M. AS SET IN REFERENCE 5 WAS ACCEPTED AS
BEING SAID CORNER. THE SOUTH LINE OF SAID DLC NUMBER 81, BEING COMMON WITH . tHE
SOUTH MARGIN OF THE 8.00:-FOOT WIDE ALLEY THAT IS SHOWN ON "THE ADAMS PLAT" (R~F
1) WAS CALCULATED BY RUNNING A LINE BETWEEN SAID BRASS CAP MONUMENTS. THE PK
NAIL FOUND AT THE INTERSECTION OF 38TH STREET AND "E" STREET WAS ACCEPTED AS
BEING A POINT ON ,THE CENTERLINE OF SAID "E" STREET AS SHOWN ON LPPN 2006-P2017
(REF 2) AND AS BEING A POINT ON THE CENTERLINE OF SAID 38TH STREET AS SHOWN ON
cst 40767 (REF J). THE PK NAIL FOUND AT THE INTERSECTION OF J9TH STREET AND ;'E"
STREET WAS ACCEPTED AS BEING A POINT ON THE CENTERLINE OF SAID "E" STREET AS SHOWN
ON LPPN 2006~P2017 (REF 2). THE CENTERLINE OF SAID "E" STREET WAS CALCULATED
BY RUNNING, A LINE BETWEEN SAID FOUND PK NAILS. THE SOUTH MARGIN OF "E" STREET
WAS CALCULATED '. BY OFFSETTING AFORESAID CENTERLINE OF "E". STREET THE RECORD
DISTANCE OF JO FEET AS SHOWN ON LPPN 2006--P20 17 (REF 2). THE NORTH MARGIN' OF
THE ALLEY, BEING COMMON WITH THE SOUTH LINES OF LOTS 28 AND 29 OF "THE ADAMS.
PLAT" (REF 1), THAT IS ADJACENT TO THE SOUTH LINE OF: THE LANDS PLATTED HEREON,
WAS CALCULATED BY OFFSt I liNG THE AFORESAID SOUTHERLY LINE OF DLC NUMBER 81 TliE
RECORD DISTANCE OF 8.00 FEET AS SHOWN SAID PLAT (REF 1). THE J/4" IRON PIPE AT ,
THE NORTHEAST CORNER OF PARCEL 1 OF LAND PARTITION PLAT NUMBER 2006-P2017 (REF
2) WAS ACCEPTED AS BEING SAID LOT CORNER AND AS BEING THE NORTHEAST CORNER OF:
LOT 28 OF ''THE ADAMS PLAT" (REF 1). THE 5/8" REBAR' NEAR THE SOUTHEAST CORNER
OF PARCEL 2 OF LAND PARTITION PLAT NUMBER 2006-P2017 (REF 2) WAS ACCEPTED AS
BEING ON THE EASTERLY LINE OF SAID LOT AND AS BEING ON THE EASTERLY LINE OF
SAID LOT 28 OF ''THE ADAMS PLAT" (REF 1). THE EASTERLY LINE OF SAID LOT' 28, BEING
COMMON WITH THE EAST LINE OF THE LANDS PLATTED HEREON, AND THE SOUTHEAST CORNER
OF SAID LOT 28, BEING COMMON WITH THE SOUTHEASt CORNER OF THE LANDS PLAITED
HEREON, WERE CALCULATED BY RUNNING A LINE FROM THE NORTHEAST CORNER OF PARCEL
1 (REF 2) THROUGH THE AFORESAID 5/8" REBAR NEAR THE SOUTHEAST CORNER .OF SAID
PARCEL 2 (REF 2) TO A POINT ON ,THE AFORE-CALCULATED NORTH MARGIN OF THE ALLEY
THAT ADJOINS THE SOUTH BOUNDARY OF THE LANDS PLATTED HEREON. THE 5/8" REBAR 'FOUND
AT THE NORTHWtST CORNER OF TRACT 1 AS SET IN CSF 40767 (REF J) WAS ACCEPTED AS
BEING OFFSET 20.00 FEET, BY PERPENDICULAR MEASUREMENT FROM THE CENTERLINE, OF
J8TH STREET AS SHOWN ON SAID CSF 40767 (REF J). THE CENTERLINE OF J8TH STREET
WAS CALCULATED BY OFFSt.IIING THE RE~ORD DISTANCE, ~F 20.00 FEET, FROM SAID 5;:'8"
REBAR AND RUNNING A LINE NORTHERLY TO SAID PKNAIL AT, THE INTERSECTION OF, J8TH
STREET AND "E" STREET AS SHOWN ON CSF 40767 (REF' 3). THE EAST MARGIN OF SAID
J8TH STREET, BEING COMMON WITH THE WEST LINE OF LOT J 1 OF 'rHE ADAMS PLAT" (REF
1), WAS CALCULATED BY OFFStlllNG THE AFORESAID CENTERLINE 20.00 FEET EASTERLY. THE
NORTHEAST AND SOUTHEAST CORNERS OF SAID LOT J 1 WERE CALCULATED BY INTERSECTING
SAID EAST MARGIN or J8TH STREET WITH THE SOUTH MARGIN OF "En STREET AND NORTH
ALLEY MARGIN RESPECTIVELY. THE NORTHWEST AND SOUTHWEST CORNERS OF LOT 29 OF "7HE
ADAMS PLAT", BEING THE NORTHWEST ANO SOUTHWEST CORNERS OF THE LANDS PLAn"ED
HEREON, WERE CALCULATED BY PROPORTlONMENT OF RECORD FRONT AND REAR DISTANCES
BETWEEN THE AFORESAID WEST LINE or LOT J 1 AND EAST. LINE OF LOt 28. ALL INTERIOR
LOTS WERE ESTABLISHED AS PER THE APPROVED TENTATIVE MAP AT THE REQUEST OF THE
PROPERTY OWNERS.
OWNERS
WILLIAM E. CURRAN
3861 'E' STREET
SPRINGFIELD, OR 97477
ROSEMONT VILLAS, LLC
1750 WASHINGTON STREET
EUGENE, OR 97401
TITAN. DEVELOPMENT, LLC
1750 WASHINGTON STREET
EUGENE; OR 97401
CONCURRENCE
WILLlAME. CURRAN,
CONCURRENCE GRANTING PERMISSION FOR THE PARTITIONING AND PLATTING OF THE
PROPERTY AS DESCRIBED HEREON WAS RECORDED . 2008, AT
RECORDER'S NUMBER " IN LANE COUNTY OI?EGON OFFICIAL
RECORDS.
LAURA A. FOUMAL,
AS MEMBER OF ROSEMONT VILLAS, LLC AND
,AS MANAGING MEMBER OF TITAN DEVELOPMENT, LLC
APPRO V ALS
CITY OF SPRINGFIELD:
ACKNOWLEDGMENT
STA TE OF OREGON )
COUNTY OF LANE ) SS
ON THIS DA YOF " 2008, BEFORE ME PERSONALLY APPEARED
WILLIAM E. CURRAN, AND DOES ACKNOWLEDGE THE FOREGOING INSTRUMENT TO BE HIS
VOLUNTARY ACT AND DEED.
CITY PLANNING DIRECTOR
DATE
CITY SURVEYOR
DATE
NOTARY SIGNATURE
LA.l,iE COUNTY:
PRINTED NAME OF NOTARY
NOTARY PUBLIC FOR OREGON
COMMISSION NO.
MY COMMISSION EXPIRES:
(PRINTED IN FULL: MONTH DA ~ YEAR)
COUNTY ASSESSOR
DATE
LANE COUN TY BOARD OF COMMISSIONERS
DATE
ACKNOWLEDGMENT
STA TE OF OREGON )
COUNTY OF LANE ) SS
ON THIS DA Y OF , 2008, BEFORE ME PERSONALL Y APPEARED
LAURA A. FOUMAL, AS MENBER OF ROSEMONT VILLAS LLC. AND AS MANAGING MEMBER
OF TITAN DEVELOPMENT, LLC, DOES ACKNOWLEDGE THE FOREGOING INSTRUMENT TO BE
HER VOLUNTARY ACT AND DEED.
SURVEYOR'S CERTIFICATE
I, REX A. BETZ, A REGISTERED. PROFESSIONAL LAND SURVEYOR, BEING DULY SWORN ON OATH
DO HEREBY CERTIFY (1) THAT THE INITIAL POINT AS SHOWN HEREON IS MARKED BY A J/4" IRON
PIPE AS SET IN THE ADAMS PLAT SUBDIVISION, WHICH INITIAL POINT OCCUPIES THE NORTHEAST
CORNER OF LOT 28 OF SAID ADAMS PLAT AND THE LANDS SUBDIVIDED HEREON AND (2) THAT I
HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE FOLLOWING DESCRIBED
PARTITION:
SITUATED IN THE CITY OF SPRINGFIELD, 'LANE COUNTY, STATE OF OREGON IN THE NORTHE~ST
1/4 OF SECTION J 1, TOWNSHIP 17 SOUTH, RANGE 2 WEST OF ,THE WILLAMt II E MERIDIAN AND
DESCRIBED AS FOLLOWS:
LOT 29, THE ADAMS PLAT AS PLATTED AND RECORDED IN BOOK 14, PAGE J, LANE COUNTY
OREGON PLAT RECORDS" IN LANE COUNTY OREGON AND PARCELS 1 AND 2 OF LAND PARTITION
PLAT NUMBER 2006-P2017 AS RECORDED IN THE LAND PARTITION PLAT RECORDS or LANE
COUNTY,' STATE OF OREGON.
, . REGISTERED
PROFESSIONAL
LAN D4'SU RVEYOR/l
kc:PY
OREGON
JULY 20, 1993
REX 'A. BETZ
" #2606 .#
EXPIR~S:DECEMBER 31, 2009
,
'@ Branch Engineering, Inc.
310 Fifth Street '
Springfield, Oregon 97477
(541)746-0637 FAX (541)746...;.0389
branchadmin@branchengineering.com
Civil · Structures · Transportation. Surveying
NOTARY SIGNA TURE
PRINTED NAME OF NOTARY
NOTARY PUBLIC FOR OREGON
COMMISSION NO. .
MY COMMISSION EXPIRES:
(PRINTED IN FULL: MONTH DA ~ YEAR)
PROJECT NO. 07~019
PAGE 2 OF 2
I
~
GPW
~ TAX MAP 17-02-31-13,. TAX LOT 1101, 1102 & 120C CITY OF SPRINGFIELD CASE NO. SUB 2007-'00050
PLOTTER: HP DESIGNJET 650C
INK: HP 51640A
MYLAR: BULLFROG ENTERPRISES 4 MIL INK JET DOUBLE MATTE BF78041J
if
---
DWG. NO.Z: \2007\07-019 Foumal 'E'Street partition \Final Plat\07-019 PLAT .DWG
2/19/08
? R E..SURMfITAl R
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CITY OF SPRINGFIELD JOURNAL No. SUB 2005-00033
~TAX MAP /7-02-3/-/3. TL 1100
PLOTTER: HP DES/GNJET 650C
INK: HP 5/640A
MYLAR: BULLFROG ENTERPRISES 4 MIL INK JET DOUBLE MATTE BF78041J
LAND PARTITION PLAT NUMBER
l.kJ L
2006-P2017
~
PAR'l7T10N PLAT FOR
JfILLWl E. CURRAN Be
CHRISTINA K. CURRAN
REPLAT OF LOT 28 OF THB ADAlIS PLAT '
N.B. 1/4, SEC. 31, T.17S., R.2lf., ".JI.
SPRlNGFIEW, LAh.a' COUNTY, OREGON
JURCB 9, 2008
SCALE: 1 "=20'
RECORDED
DATE. 27 June, 2.o0'=>
LANE COUNTY CLERK & RECORDER
OF CONVEYA~CffS ,1.
. PIJmJ.
LANE COUNTY, SURVEYORS OFFICE
c.s. riLE No. ~ tI ~ 0 ~
FlUNG DATE 2:13~e '()q C
Division ot Chief Deputy Clerk
L~ne County Deeds and Records
~~ ) j.~~~51 ~
OWNER AND PARTITIONER
WILLIAM E. AND CHRISTINA K. CURRAN
3861 E STREET
SPRINGFIELD OR 97478
DECLARATION
111'1 r" II .. I $61.00
'0818&4526060'44!14~10018 . I
RP' R' PART ' ,06/27/2006 09: 19: 47 AM
- Cnt=1 Stn=1 CASHIER 05
$40.00 $10.00 $11.00
NOTE
A. NO BUILDING. STRUCTURE. TREES. SHRUBBERY OR OTHER OBSTRUCTION
SHALL BE PLACED OR LOCA TED ON OR IN A PUBLIC UTILITY EASEMENT.
KNOW ALL PERSONS BY THESE PRESENTS THA T WILLIAM E. CURRAN AND
CHRISTINA K. CURRAN (I) DO HEREBY CERTIFY THA T THEY ARE THE OWNERS
OF THE LANDS AS HEREON DESCRIBED AND DO CAUSE THE PROPERTY TO
BE PARTITIONED AND PLATTED 'IN ACCORDANCE WITH THE PROVISIONS OF
CHAPTER 92 OF THE OREGON REVISED STATUTES AS SHOWN: (2) DO HEREBY
ACKNOWLEDGE THE 7.00' PUBLIC UTILITY fASEMENT DEDICA TlON; (3) DO HEREBY
ACKNOWLEDGE THE CREA TlON BY SEPARA TE INSTRUMENT OF (A) THE 20.00'
PRIVA TE ACCESS AND PRIVATE UTILITY EASEMENTS AND (B) THE 5.00'x32.00'
PRIVA TE SANITARY SEWER EASEMENT. SOTH LYING WITHIN PARCEL I FOR THE
BENEFIT OF PARCEL 2, (4) DO HEREBY ACKNOWLEDGE THE EXISTENCE OF THE
FOLLOWING EASEMENTS OF RECORD: (A) THE 7.00' PUBLIC UTILITY EASEMENT
THAT LIES ALONG THE EAST SIDE OF PARCELS I AND 2: (B) THE UNLOCATABLE
EASEMENT TO EUGENE ..,SPRINGFIELD LAND AND WA TER COMPANY RECORDED
IN BOOK 195 ON PAGE 275. LCOR: (C) THE UNLOCA TABLE EASEMENT TO
MOUNTAIN STA TES POWER COMPANY RECORDED IN BOOK /61 PAGE 236.
LCOR: AND (5) DO HERE BY ACKNOWLEDGE THE EXISTENCE OF THE
CONDITIONS AND RESTRICTIONS . APPL YING TO THE ADAMS PLA T.
REFERENCES
i. CSF 34135 FILED BY LAWRENCE 8. OLSON ON FEBRUARY 24. 1997
2. DECLARA TlON OF PRIVATE ACCESS AND PRIVATE UTILITY EASEMENTS
FILED ON JUNe 2.:1 . 2006 AS RECEPTION NUMBER
2006-..../)41.#5/& .' LeOR
3. THE ADAMS PLA T FILED IN BOOK 14 ON PAGE 3. LCOPR
4. FIRST ADDITION MORROW PLAT FILED IN BOOK 19 ON PAGE 23. LCOPR
5. PUBLIC UTILITY EASEMENT RECORDED ON MARCH 12. 1963 ON
REEL213D AS RECEPTION NUMBER 2685. LCOR
6. PUBLIC UTILITY EASEMENT RECORDED ON MARCH 12. 1963 ON
REEL 213D AS RECEPTION NUMBER 2679. LCOR .
P/~I! t-
WILLIAM E. CURRAN
(~~~.~ K. ~
CHRISTINA K. CURRAN
NARRA TIVE
THE PURPOSE OF THIS SURVEY IS TO COMPL Y WITH THE OREGON REVISED
STATUTES (ORS92.060) REQUIREMENTS FOR LAND PARTITIONS. TENTA T/VE
APPROVAL FOR THIS PARTITION WAS ISSUED SEPTEMBER 12, 2005 BY THE
CITY OF SPRINGFIELD JOURNAL NUMBER "SUB2005-00033". THE CORNERS
AND LINES SHOWN ON THIS PARTITION WERE ESTABLISHED AS FOLLOWS:
THE MONUMENTS SET AND FOUND IN CSF 34135 (REF I) WERE FOUND AND
HELD AS SHOWN ON SAID SURVEY. THE NEW LINE WAS PLACED PER THE
OWNER'S DIRECTION.
ACKNOWLEDGMENT
STATE OF OREGON )
COUNTY OF LANE ) SS
ON THIS J Y DAY OF ~ JAp1Z./~2006. BEFORE ME APPEARED
WILLIAM E.CURRAN AND CHRISTINA K. CURRAN WHO ACKNOWLEDGED
THE FOREGOING INSTRUMENT TO BE THEIR VOLUNTARY ACT AND DEED.
SURVEYOR'S CERTIFICATE
I. REX A. BETZ, A REGISTERED PROFESSIONAL LAND SURVEYOR. BEING DUL Y
SWORN ON OA TH. DO HEREBY CERTIFY (/) THE INITIAL POINT OF THIS PARTITION IS
THE FOUND 518" IRON ROD WITH A YELLOW PLASTIC CAP MARKED "PLS 655"
A T THE NORTHWEST CORNER OF LOT 28 OF THE ADAMS PLA T; AND (2) THA T I .
HAVE CORRECTL Y SURVEYED AND MARKED WITH PROPER MONUMENTS THE FOLLOWING
DESCRIBED PARTITION PLA T:
SITUATED IN THE NORTHEAST 1/4 OF SECTION 3/, TOWNSHIP 17 SOUTH, RANGE
2 WEST OF THE WILLAMETTE MERIDIAN IN THE CITY OF SPRINGFIELD. LANE
COUNTY. STATE OF OREGON AND DESCRIBED AS FOLLOWS:
BEING ALL OF LOT 28 OF THE ADAMS PLA T FILED IN BOOK 14 ON PAGE 3.
LANE COUNTY OREGON' PLA T "RECORDS.
~ n ~,---
NOTARY SIGNATURE
, GtAI LA. WA'~ANfZ6J.
PRINTED NAME OF NOTARY
NOTARY PUBLIC FOR OREGON
COMMISSION NO. 3 7 CJO 0 I
MY COMMISSION EXPIRES: '- \ UL ~ t:8) ?.LX:> I
(PR!NTEDIN FULL: MONTH DAY. YEAR)
FLOOD ZONE STATEMENT
THE SUBJECT PROPERTY LIES ENTlREL Y IN ZONE X (AREAS OUrSIDE
THE 500-YEAR FLOODPLAIN) AS SHOWN ON FEDERAL EMERGENCY
AGENCY FLOOD INSURANCE RA TE MAP/PANEL NO. 41039C//61 F WITH
AN EFFECTIVE DA TE OF JUNE 2. 1999.
APPROVALS
CITY OF ,SPRINGFIELD:
S~.~~
CITY PLANNING DIRECTOR
~Ae ;z.'.~"lo
DATE
JUNE ~ zoat;
DATE
CONCURRENCES
CITY SURVEYOR
CONCURRENCES GRANTING PERMISSION FOR THE PLA tTlNG OF THE PROPERTY AS
DESCRIBED HEREON WAS RECORDED JUNe ,21. 2006 AT
RECORDER'S NUMBERS 2006- 04"15'" AND 2006- 0#5/1
IN THE OFFICIAL RECORDS OF LANE COUNTY. STATE OF OREGON.
LANE COUNTY:
~" , A. .'
,'\'i~
COUNTY ASSESSOR)
J I ~
,,~~ 0L,. ' . ;
/' -) . DA E '
@ 3ranch Engineering,nc.
310 Fifth Street
Springfield. Oregon 97477
(541)746-0637 FAX (541)746-0389
branchadminftbranchengineering. com
Civil. Structures · Transportation. Surveying
LEGEND
@ FOUND MONUMENT AS NOTED.
SET 5/8" x 30" REBAR WITH' YELLOW
@ PLASTIC CAP MARKED "BRANCH ENG INC.".
o CALCULATED POINT- NOTHING FOUND NOR SET.
. . DENOTES, DEDICA TED HEREON.
--1 DENOTES LINE NOT TO SCALE.
ALL DISTANCES SHOWN ARE IN FEET.
DENOTES, TAX LOT NUMBER
DENOTES YELLOW PLASTIC CAP.
DENOTES PUBLIC UTILITY EASEMENT.
DENOTES COUNTY SURVEY FilE.
DENO TES LANE COUNTY OFFICIAL RECORDS.
DEf:tJOTES LANE COUNTY OREGON PlA T RECORDS.
DENOTES DATA OF RECORD. EQUALS MEASURED OR CALCULATED
. TL
YPC
PUE
CSF
. LCOR
LCOPR
( )
PROJECT No. 05-107
PAGE 1 OF 1
~
GPW
DWG. No. \2005\05-107 BILL CURRAN\PLA T\05-107 PLA T.DWG
3/09/06
PR E-SU 8 VlITTAl REC'D
JUL 2 2 2008
~-
NARRA TIVE
THt PURPOSE OF THIS SURVEY WAS TO MONUMENT THE BOUNDARIES AND ADJUSTED LINES OF THE LANDS
OF (1) NORTHVlfW INVESTMENTS INC., (2) JUAN SHEDRICK ,AND JOY BACKER" AND (J) LENORD E. HAYS 'AS
SAID ADJUSTMENT WAS GIVEN TENTATIVE APPROVAL BY THE CITY OF EUGENE UNDER PLANNING ACTION NUMBER
SUB 2007-00043 ON SEPTEMBER 4,2007. THE POINTS AND LINES SHOWN HEREON WERE ESTABLISHED AS
FOLLOWS:
THE J>> BRASS CAP MONUMENT FOUND AT THE SOUTHWEST CORNER OF LUCINDA COMEGY'S OLe NUMBER
81, TI7S, R2W, W.M. AS SET IN REFERENCE 6, WAS ACCEPTED AS BEING SAID CORNER.' THE J" BRASS CAP
MONUMENT FOUND AT THE SOUTHEAST CORNER OF LUCINDA COMEGY'S DLC NUMBER 81, T17S, R2W, w.u.
AS SIT IN REFERENCE 7 WAS ACCEPTrD AS BEING SAID CORNER. THE SOUTH LINE OF SAID OLC NUMBER 81
WAS CALCULATED BY RUNNING A UNE BETWEEN SAID BRASS CAP MONUMENTS. THE BEARING, NORTH 89- 50'
00" fAST, BETWEEN SAID CORNERS AS ,SHOWN ON CSF 20627 BY CLYDE A. RANDALL (REF 4) WAS USED
AS THE BASIS OF BEARINGS SHOWN HEREON. THE PK NAIL FOUND AT THE INTERSECT/ON OF 38TH ;:'Ii'<EU
AND "E" STREET WAS ACCEPTED AS BEING A POINT ON THE CENTERLINE OF SAID 38TH STREfT AS SHOWN ON
SAID CSF 20627 (REF 4). THE 5/8" REBAR FOUND AT THE NORTHWEST CORNER OF TL 802 WAS ACCEt""tD
AS BEING, A POINT ON THE EAST MARGIN OF SAID 38TH STREET AS SHOWN ON SAID CSF 20627 (REF:4).
THE CENTERLINE OF SAID 38TH STREIT WAS CALCULATED BY RUNNING SOUTHERLY FROM SAID PKNAlL ALONG
A LINE THAT PASSES 25.00FEIT WESTERLY, BY PERPENDICULAR MEASUREMENT, FROM SAID 5/8" REBAR
THAT WAS FOUND AT THE NORTHWEST CORNER ,OF TL 802 AND THEN EXTENDING SAID UNE SOUTHERLY. THE
EAST AND WEST MARGINS OF SAID 3BTH STREET WERE ESTABLISHED BY OFFSt:. I liNG SAID CENTERLINE AS
SHOWN HEREON. THE 5/8" REBAR FOUND AT THE SOUTHWEST CORNER OF LOT 27, OF "MALlNDA" (REF 3)
WAS ACCEPTED AS MARKING A POINT ON THE WEST LINE, OF SAID LOT 27 AND NORTHERLY EXTENSION OF
THE WEST UNES OF LOTS 28 TO 48, INCLUSIVE OF SAID PLAT. THE 3/8" REBAR FOUND AT THE SOUTHWEST
CORNER OF LOT 4B OF SAID PLAT OF "MALlNDA" (REF 3) WAS ACCEPTED AS MARKING SAID CORNER; AS
BEING A POINT ON THE NORTH MARGIN OF THE MCKENZIE HIGHWAY AS SHOWN ON SAID PLAT, AND AS BEING
THE SOUTHEAST CORNER OF THE LANDS OF JUAN, SHEDRICK AND JOY BACKER, (REF 11). THE EASTfRL Y WEST
LINES AND NORTHWEST CORNER OF LOT 26 OF SAID PLAT OF "MALINDA" (REF J) WERE CALCULATED .BY
DRAWING A UNE NORTHERLY FROM SAID J/8" REBAR FOUND AT THE SOUTHWEST CORNER OF LOT 48, PASSING
THROUGH SAID 5/8" REBAR FOUND AT THE SOUTHWEST, CORNER OF, LOT 27 AND EXTENDING SAID LINE TO
ITS INTERSECT/ON WITH SAID SOUTH LINE OF LUCINDA COMEGy'S'DLe NUMBER 81; THE PK NAIL FOUND AT
THE EASTERLY-SOUTHEAST CORNER OF PARCEL 1 OF LPPN 92-P0196 (REF 5) WAS ACCEPTED AS BEING
OFFSET 10.00 FEET NORTHERLY OF SAID NORTH MARGIN OF THE MCKENZIE HIGHWAY AS, SHOWN ON SAID
LPPN 92-P0196 (REF 5). SAID NORTH MARGIN OF THE MCKENZIE HIGHWAY WAS CALCULATED BY RUNNING
A LlNf FROM THEJ/8" REBAR FOUND AT THE SOUTHWt:.:;'I CORNER OF LOT 48 OF SAID PLAT OF \fAUNDA"
WESTERL Y ALONG A LINE THAT PASSES 10.00 FEET SOUTHERLY, BY' PERPENDICULAR MEASUREMENT, FROM
SAID PK, NAIL THAT WAS FOUND AT THE EASTERLY- SOUTHEAST CORNER OF PARCEL 1 OF LPPN 92-P0196
(REF 5) AND EXTENDING SAID LINE BOTH EASTERLY AND WESTERLY. THE NORTHEAST CORNER OF THE LANDS
ot NORTHVlEW INVESTMENTS INC (REF 8) WAS CALCULATED BY HOLDING THE DEED DISTANCE OF 1433.00
,. tt I SOUTHERLY ALONG THE WEST LINES OF THE PLAT OF"MALlNDA" AS MEASURED FROM THE NORTHWEST
CORNfR OF LOT 26 OF SAID PLAT; THE NORTH LINE AND NORTHWfST CORNER OF SAID LANDS OF NORTHVlEW
INVESTMENTS INC (REF 8) WERE CALCULATED ,BY RUNNING A LINE FROM THE AFORESAID NORTHEAST CORNER
THE BCARING OF NORTH 89- 44' 00" WEST AS SHOWN ON SAID CSF 20627 (REF 4) AND INTERSECT/NG SAID
LINE WITH THE EAST MARGIN OF 38TH STREET WHICH MARGIN IS OFFSET 20.00 FEET EASTERLY OF SAID
STREET CENTERLINE. THE EAST LINE AND SOUTHEAST CORNER OF SAID LANDS OF NORTHVIEW INVESTMENTS
'NC (REF 8) WAS CALCULATED BY HOLDING THE DEED DISTANCE OF 102.00 FEET SOUTHERLY ALONG THE
EA:;"tRLY WEST PLAT BOUNDARY OF"MALlNDA" (REF J). THE SOUTH LINE AND SOUTHWEST CORNER, OF SAID
LANDS OF NORTHViEW INVESTMENTS INC (REF 8) WAS CALCULATED BY RUNNING A LINE FROM THE AFORESAID
SOUTHEAST CORNER THE BEARING OF NORTH 89- 44' 00" WEST AS CALLED IN SAID DEED (REF 8) AND
INTERSECT/NG SAID LINE WITH THE EAST MARGIN OF 38TH STREET WHICH MARGIN IS OFFSET 20.00 FEET
EASTERL Y OF SAID STREET CENTERLINE. THE WEST LINE OF SAID LANDS' OF" NORTHVlfW INVESTMENTS IHC
(REF 8) WAS CALCULATED BY RUNNING A LINE FROM THE NORTHWEST CORNER OF SAID LANDS SOUTHERLY
ALONG THE EAST MARGIN OF 38TH STREIT (BEING OFFSET 20.00 FEET EASTERLY' OF SAID STREET CENTERLINE)
TO THE SOUTHWEST CORNER OF SAID LANDS. THE NORTHEAST CORNER OF THE LANDS OF JUAN SHEDRICK
AND JOY BACKER (REf 11) WAS ACCEPTED AS BEING COMMON WITH THE SOUTHEAST CORNER OF SAID LANDS
OF NORTHVIEW INVESTMENTS INC (REF B). THE EAST LINE OF SAID LANDS OF JUAN SHEDRICK AND JOY
BACKER (REF ,II) WAS CALCULATED BY RUNNING A LINE FROM THE NORTHEAST CORNER OF SAID LANDS
ALONG THE EASTrRLY WEST LINE OF SAID PLAT OF "MALINDA" (REF J) TO THE SOUTHEAST CORNER, OF SAID
LANDS (REF 11). THE SOUTH LINE AND SOUTHWEST CORNER OF SAID LANDS OF JUAN SHEDRICK AND JOY
BACKER (REF 11) WERE CALCULATED BY RUNNING A LINE WESTERLY ALONG THE NORTH MARGIN OF, SAID
MCKENZIE HIGHWAY THE DEED DISTANCE OF 50.00 FEET. THE WEST LINE AND NORTHWEST CORNER OF SAID
l.ANDS OF JUAN SHEDRICK AND JOY BACKER (REF 11) WERE CALCULATED BY RUNNING A LINE NORTHERLY'
FROM SAIfJ,SOUTHWEST CORNER AND PARALLEL WITH THE EAST LINE OF SAID LANDS TO ITS INTERSECTIP1;I,
WITHqTRE 'SOOTH T/NE"OF"$AIDIANDS OF'NORTHVIEWINVESTMENTSINC (REF 8). THE NORTH LINE OFSJdO
LANDS OF JUAN SHEDRICK AND JOY BACKER (REF 11) WAS CALCULATED BY RUNNING A LINE FROM THE
NORTHEAST CORNER OF SAID LANDS (REF 11) WESTERLY ALONG SAID SOUTH LINE OF THE LANDS OF
NORTHVJfW INVESTMENTS 'NC (REF 8) TO THE NORTHWEST CORNER OF SAID LANDS (REF 11). THE NORTHEAST
CORNER, EAST LINE AND SOUTHEAST CORNER OF THE LANDS OF LENORD E. HAYS (REF 12) WERE ACCEPTED
AS BEING COMMON WITH THE NORTHWEST CORNER, WEST LINE AND SOUTHWEST CORNER, RESPECT/VEL Y OF
SAID LANDS OF JUAN SHEDRICK AND JOY BACKER (REF 11). THE NORTHWEST CORNER OF SAID LANDS OF
LENORD E. HAYS (REF 12) WAS ACCEPTED AS BEING COMMON WITH. THE SOUTHWEST CORNER OF SAID LANDS
OF NORTHVlEW INVESTMENTS INe (REF 8). THE Wt~ I LINE AND WESTERLY SOUTHWEST CORNER OF SAID LANDS
OF, LENORD E. HAYS (REF 12) WERE CALCULATED BY RUNNING A LINE SOUTHERLY FROM SAID NORTHWEST
CORNER (REF 12) ALONG THE EAST MARGIN OF J8TH STREET (BEING O,.t:>ET 20.00 Fttl EASTERLY OF SAID
STRt.t, CENTERLINE) TO A POINT THAT LIES 25.00 FEU NORTHERLY OF THE POINT OF INTERSECTION OF
SAID MARGIN WITH THE NORTH MARGIN OF THE 'MCKENZIE HIGHWAY AS CALLED IN SAID DEED (REF 12). THE
SOUTH LINE AND EASTERLY SOUTHWEST CORNER OF SAID LANDS OF LENORD E. HAYS (REF 12) WERE
CALCULATED BY RUNNING A LINE WESTERLY FROM THE SOUTHEAST CORNER OF SAID LANDS (REF 12) ALONG
SAID NORTH MARGIN OF THE MCKENZIE HIGHWAY TO A POINT THAT LIES 25.00 FEfT EASTERLY OF THE POINT
OF INTERSECTION OF SAID MARGIN WITH SOUTHERLY EXTENSION OF THE EAST MARGIN OF 38TH STREET
(BEING OFFSET 20.00 FEET EASTERLY OF S4ID STREET CENTERLINE) AS CALLED IN SAID DEED (REF 12).
THE SOUTHWEST LINE OF SAID LANDS OF LENORD E. HAYS (REF 12). WAS CALCULATED BY RUNNING A ,LINE
FROM SAID WESTERLY SOUTHWEST CORNER TO SAID fASTERL Y SOUTHWEST CORNER. THE SOUTH LINE, SOUTHEAST
CORNER AND SOUTH WEST CORNER OF TRACT I (TL 900 AFfER 2ND ADJUSTMENTJ WERE CALCULATED BY
RUNNING A LINE BE:TWEEN THE 5/B" REBAR THAT WAS FOUND NORTH 89- 56'39 EAST 0.16 FEET FROM
SAID SOUTHEAST CORNER AND THE 3/4" IRON PIPE THAT WAS FOUND SOUTH 89. 56' 39" WEST 50.00
FEET FROM SAID SOUTHEAST CORNER, EXTENDING SAID LINE WESTERLY TO ITS INTERSECTION WITH THE
fAST MARGIN OF 38TH STREET AND INTERSECTING SAID LINE WITH THE EASTERLY WEST PLAT BOUNDARY OF
MALINDA AS CALLED IN THE RECORDED PROPERTY LINE ADJUSTMENT DEEDS (REF 13 AND REF 14). THE
NORTHWEST CORNER OF TRACT 2 (TL 1000 AFTER 2ND ADJUSTMENT) AND NORTHEAST CORNER OF TRACT J
(TL 1100 A,. It:.tf 1ST ADJUSTMENT) WERE CALCULATED BY EXTENDING THE COMMON LINE BE1WEEN SAID LANDS
JUAN SHEDRICK AND JOY BACKER (REF 11) AND SAID LANDS OF LENORD E. HAYS (REF 12) TO ITS
INTERSECT/ON WITH THE SOUTH LINE OF, TRACT 1 (TL 900 AFTER 2ND ADJUSTMENT).
~ TAX MAP 17,-02-31-42. TAX LOT gOO. 1000 & 1100
PLOTTER: HP DES/GNJET 650C
INK: HP 51640A
MYLAR: BULLFROG ENTERPRISES 4 MIL INK JET DOUBLE MATTE BF78041J
SURVEY FOR
NORTHVIElf INVESTMENTS INC.
S.E. 1/4, SEC. 31, T.17S., R.2"., ".M.
SPRINGFIELD, LANE COUNTY, OREGON
SEPTEMBER 18, 2007
SCALE 1 ": 100'
- \ 1-
" 38th
HOI)'I5'46"E(4)~'04
~.~.
DENOTES TAX LOT NUMBER
DENOTES DONATION LAND CLAIM NUMBER
DENOTES YELLOW PLASTIC CAP.
DENOTES UNKNOWN ORIGIN.
DENOTES COUNTY SURVEY FILE.
DENOTES NOT TO SCALE.
DENOTES LAND PARTITION PLAT NUMBER
DENOTES LANE COUNTY SURVEYOR'S OFFICE
DENOTES LANE COUNTY PUBLIC WORKS DEPARTMENT
DENOTES LANE COUNTY OREGON OFFICIAL RECORDS.
DENOTES LANE COUNTY OREGON PLAT RECORDS.
DENOTES LANE COUNTY OREGON LAND
PARTITION PLAT RECORDS.
DENOTES MONUMENT USED TO ESTABLISH BASIS
OF BfARINGS.
() DENOTES DATA OF RECORD.
ALL DISTANCES SHOWN ARE IN FEET.
!Ok.. BR
/// ~\ ~ SOUTHEAST CORNER
/ ' LUCINDA COUEGY
,/ DLC 81
/ T175, R2W, WAf (2)
/ FOUND J" BRASS
I ~ CAP SET BY LCPWD
i IN 1971(J)(4)(5)(7)
,
I
.
~~
.... ............
,...ii=)'~
~~~
~8a
~~
PLACE
- II
38th
;-.
(NOO'07'f){4){8){9)(10),(t 1)(12)
(NOU10'JO 'f (J\
(NOU07'W)! f "
NOt108'5~' r
,
~~li)'
~~~
~...' ~~.,,:B'
~ ., 0) co"
~ "1 ~ CIO to')
~ ~ ~~~
"I .......K,.,
!:l~-....:;,
! ~
~ ~
IXi .::..
~Q- a
~b"" j:U'
OP~
~~ ~
~ k!~, ;;;
... 1 ,(I) $!~ m
~ ~ ~ ~
= I / FOUND PI< NAIL (4)(14 ~ I
t; ~~::.: ~2~5.59(24S.?.O)(4) . .:-~~~!:
~ ' "', \
': ...,,------
!&l SOUTH LlN! OF OLe 81
..
/"
~
~ _-----^1
~ ~ ,--- ..
,,0 'S...." '0'" :S\
/ _--- V ~
. _ i1' ".'"
1 /:...,:__- 1
I",..~ ,-' -J...
. J:?- 19J.65(19J.75){3) ~--,'(o} (~
~'" ~
\ 89-4,1 '04" , "'"
....... ~~\ " FOUND 5/8" REBAR
'-..... ,
~i)'O;- \ ~ (NO CAP)(J)
.Q)~ ....
~9090 ,'-
~~,~ .-=:-
'-'- .::..
Q-
....
......
~
e!.R'
e~
:8~o;
..:~...:
;:::c;:::
-;::::--....
....,'-
co..;
.-
"
.-
'-
J'
~
-f-
. ~~
'--..;..
'!)Oi"i)'
0""'0
~~~
---
'-,-
I
,
, I
\ I
\ J
\ I
\ I'
", . ~~, /'. ' SOUTHW,rs, T CORNER
"" '; //, ' ,LUCINDA COUEGY
"'- a ~ "OLC 81
BRT17S, R2W, WM (1)(2)(4)(5)
FOUND J" BRASS
CAP SET BY LCSO
IN 1986(6)(STONE)(2)(4)(5)
REFERENCES
1. CSF 13737 BY SIDNEY E. HAMMOND FILED NOVEMBER 1964.
2. "37TH STREET ADDITION" RECORDED AUGUST 5, 1964 IN BOOK 24, PAGE 15 LCOPR.
3. "MALlNDA" RECORDED APRIL 14, 1977 IN FILE 72, SLIDE .35 LCOPR.
4. CSF 20627 BY CLYDE A. RANDALL FILED JUNE " 1977.
5. LPPN 92-PO 1 96 BY LAWRENCE B. OLSON RECORDED FEBRUARY 25, 1992 LCOLPPR.
6. LCSO CORNER REPORT INDEX NUMBER 10272.
7. LCSO CORNER REPORT INDEX NUMBER 4.325.
8. WARRANTY DEED TO NORTHVIEW INVESTMENTS INC., RECORDED OCTOBER 6, 2006
AT RECORDER'S NUMBER 2006-072887 LCOOR (TL 900).
9. WARRANTY DEED TO DUANE KNIGHTS AND SUSAN KNIGHTS RECORDED APRIL 21 ,
2006 AT RECORDER'S NUMBER 2006-027614 LCOOR. (TL 800)
10. WARRANTY DEED TO RANDY BYE AND MARTHA BYE RECORDED SEPTEMBER 29,
1995 IN REEL 2100R AT RECORDER'S NUMBER 955489.3 LCOOR. (TL 802)
11. BARGAIN AND SALE DEED TO JUAN SHEDRICK AND JOY BACKER RECORDED DECEMBER
12, 2006 AT RECORDER'S NUMBER 2006-088668 LCOOR. (TLIOOO)
12. WARRANTY DEED TO LENORD E. HAYS RECORDED JULY 21, 2005 AT RECORDER'S
NUMBER 2005-055968. (TL 1100)
LE,GEND
@.
@
.0
----f
n.
OLe
YPC
(UO)
C<'C"
....,
(NTS)
LPPN
LCSO
LCPWD
LCOOR
LCOPR
LCOLPPR
BR
td3
-~
LANE COUNTY SURVEYORS OFfiCE
c.s. FilE No;, l1 0' lI1
FILING DATE Z"'\ 0 cr '01
c
~ Branch Engineering, Ine,_
310 Fifth Street
SpriDlfield, Orelon 97... 77
(541)746-0637 FAX, (541)746-0389
brancbadminebranchengineering_com
Civil · Structures. Transportation · Surveying
s[e PAGE 2
f'679.9fi(J~
1685.0) 12
1680.32116 9.92)(3)
1433.00(4)(8)(9)(1430.36)(1) . ---__
1380.50(9) .--__, . --'"
"', ....
'...... ' '
"0 .
------...-...' ~
~, I~
"" ~
J',
247.J2 V'" ......
0;:;
GO
C:.)I
1
NOI108'5tt'E
.
f)'
~
,,\v
t'
",Of), too ~ ~ TRACT 1
~ IE ~~
y ~
STR.dT
1
(-)I
~,
o
20
· .. · · ..J
----
I
40
FOUND MONUMENT AS NOTED.
SET 5/8" x 30" REBAR WITH YELLOW PLASTIC
CAP MARKED "BRANCH ENG INC.";
CALCULATED POINT - NOTHING FOUND NOR SET.
DENOTES LINE NOT TO SCALE.
r
REGISTERED
PROFESSIONAL
LAND SURVEYOR
~'.
! y .7
/ -.4-. \,...# ~;.. -
OREGON
JULY 20, 1993
REX A. BETZ
" 112606 ~
EXPIRES: DECEMBER 31. 2007
PROJECT No. 06-261
PAGE 1 OF 2
DWG. No.Z:\2006\06-2S'1 CRS 38TH ST\PLA\FINAL PLA\06-261 PLA FNL.DWG
9/18/07
GPW
PRE..SUBM1ITAL R '0
JUL 2 2 2008
REFERENCES
1. CSF 13737 BY SIDNEY Eo HAMMOND FILED NOVEMBER 1964.
2. "37TH STREET ADDITlONu RECORDED AUGUST 5, 1964 IN BOOK 24, PAGE 15 LCOPR.
3. "MALINDA" RECORDED APRIL 14, 1977 IN FILE 72, SLIDE 35 LCOPR.
4. CSF 20627 BY CLYDE A. RANDALL FILED JUNE, " 1977.
5. LPPN 92-P0196 BY LAWRENCE B. OLSON RECORDED FEBRUARY 25, 1992 LCOLPPR.
6. LCSO CORNER REPORT INDEX NUMBER 10272.
7. LCSO CORNER REPORT INDEX NUMBER 4325.
8. WARRANTY DEED TO NORTHVlEW INVESTMENTS INC., RECORDED OCTOBER 6, 2006
AT RECORDER'S NUMBER 2006-:072887 LCOOR (TL 900).
9. WARRANTY DEED TO DUANE KNIGHTS AND SUSAN kNIGHTS RECORDED APRIL 21,
2006 AT RECORDER'S NUMBER 2006-027614 LCOOR.(TL 800)
10. WARRANTY DEED TO RANDY BYE AND MARTHA BYE RECORDED SEPTEMBER 29,
1995 IN REEL 2100R AT RECORDER'S NUMBER 9554893 LCOOR. (TL 802)
1 ,. BARGAIN AND SALE DEED TO JUAN SHEDRICK AND JOY BACKER RECORDED DECEMBER
12, 2006 AT RECORDER'S NUMBER 2006-088668 LCOOR. (TL 1000)
12. WARRANTY DEED TO LENORD E. HAYS RECORDED JULY 21, 2005 AT RECORDER'S
NUMBER 2005:-055968, LCOOR. (TL 1100)
1 J. SERIAL PROPERTY LINE ADJUSTMENT DEED ONE OF TWO RECORDED 0 c to be or
24 , 2007 AT RECORDER'S NUMBER 2007- -, e'7 ,.., , LCOOR. (AFFECTS
TAX LOTS 900 AND 1100).
14. SERIAL PROPERTY LINE ADJUSTMENT DEED TWO OF TWO RECORDED .':; c it> Je,e y-
. ~~ , 2007 AT RECORDER'S NUMBER 2007- -J ~ -, J L.I , LCOOR. (AFFECTS
TAX LOTS 900 AND 1000).
&/ 3
SURVEY FOR
NORTHVIElf INVESTMENTS INC.
S.E.l/4, bEe. 31, T.17S.. B.2"., ".11.
SPRINGFIELD, LANE COUNTY, OREGON
SEPTEJlBER 18, 2007
SCALE J ": 30'
LANE COUNTY SURVEYORS OFFICE
C.S. FILE No. a.; 01 \()"1
FILING DATE.z,q OcA. '0'
c,
--m_
.....,,~
1S
r - -, - ..J
----,
o
I
30
I
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(Nocr07'E)( 42(8)(9)( 1 0)( f 1)( 12)
, (NOU10'JO' E)(J)
(NOO.07'W\ 1)
NOU08'56":
FOUND 5/8" REBAR(NO CAP)
1.0' BELOW GRADE
N89.S6'39"E O.IB(NTS)
FROM, SET CORNER
/.(.@-..-.
. ....
,
,
,
,
,
\
,
,
,
\
\
\
,
\
-FOUND J/8" REBAR (I)(J)
(NO CAP)
500'IJ'2J"W.0.25 (NT5)
FROM CALCULATED POINT
ON NORTH MARGIN
~'b a
,,0'" ~ i
oi
~
-
~
oi
It)
( 1679.92)(3)
(1685.0)(11)
1680.52( 1679.92)(3)
FOUND 5/8" REBAR
(NO CAP) .
589'32'10"E 2.22
FROM FOUND 3/8" REBAR
I
__"',', > (F~~ND 3/~:' REBAR
, \ J"NO CAPI
\ ~ AT CORN::R
~ \ ~
c ,,~
':::' ....'~
_ "ao
'- Q;)~-=
8 --
. '- <"I
<:::> ~
~ C /FOUND 5/8" RE,8AR
, ~~ (NO CAP) _
, \ k. ';:',;...... N74.32'27"W 0.82(NTS)
----...-k~~t, FROM CALCULATED CORNER
\~~.-.
~ b>~::
~~~
~~
~
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~
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:""
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(NOO'07'E)(11)(12)
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(249.54)(1)
247.32
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c~-
~ -: ~~ .'0900 % so.FT."
-=::: :!: AFTER PLA FOUND 3/4 REBAR
~ ~ 2 OF 2, (NO CAP)(UO)
'0)' -..... ~ AT CALCULATED CORNER
-.;,.;;. C to
Ci)'.!..:Jce
~b~
.:!.. ..0 NEW PROPt", r UHf
}aJ ; At-Itt< PLA 1 OF 2
~~~
~ Vl "... ~
NOO'1S'46"E(4XlO) NOO'IS'46"E(4)(9) ~ . l .. ... ..
52.58(52.50)(4)(10) ',.16),52.70(S2.50}( 4)(9) \, ~\ ',___
FOUND 5 18~ '- y.. ---- 97.83
'/ I , . __
REBAR (4) ~ 'iO'0 ,....l:.J...-- 102.00
(NO CAP) \ ~~ I ~8~..
105.28 \~~~ ~~~ ----.
"".... \ , ----
, --
- ~ -
NOO'I5 '46"E( 4)(9)(NOO'14 'E)(8)
1535.00(8)(11)
14JJ.OO( 4 )(8)(9)( 1430.36)( 1)
102.00(8)
97.20
150. 12
.~~-:------ \' .. 145.32(150)(11)
1\....
, ,
, ,
1 I \' TRACT 2
.-. \ ~ . ...
<:) I:: \ e 7500!' SO.FT.
~ I g ~ 0' AFTER PLA '"
It) 1 c:i ,..: ": .' , 2 OF 2, ,. ~
&t) ,,:2 ~ . '-- ~ ~
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1--- 4.52 - . -- OLD PROPERTY LINE
~ 145~36(150)(1 1)(12)
--;: NOO'08'26"E 149.88
1 ",- '2 (NOO'07E)(11)(12)
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~ ~ - TJ" -
:: W I ---~...-
:!:"w~ ,
;.""':~
:"'~~~I
0) ~
-~ ~~
FOUND S/8" REBAR WITH /'
YPC MARKED "PLS 655"(5)
J
~ SOUTH LINE OF OLe 81
NEW PROPt,K' ( UHf
AFTER PLA 2 OF 2
D()
~
~"
TRACT, 1
~ -
1 J 1 JJ l' SO.FT.
AFTER PLA
1 OF2
a'
16
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TRACT J
"897J~ SQ.FT~
At- ,I:.R PLA
1 OF 2 , ' i'i
- . , ~~
.OLD~LlNE/
124.58
120.41
FOUND MONUMENT AS NOTED.
SET 5/B" x 30" REBAR WITH YELLOW PLASTIC
CAP MARKED "BRANCH ENG INC.".
CALCULA TED POINT - NOTHING FOUND NOR SET.
DENOTES LINE NOT TO SCALE.
1965.04
"
~
, ~'
\ -
...........
N
...-...~
~ ,<"IK
,b\ ~ ~~
..__...___ ~~ "". I ~ ~
...... l~
:::. 2S.00(12)/(
...." (:), _...';1' I (:) I 1
_......- 0......... <::') I
...--- <::i~ 1<::) , '
<"I ~,:
1,!5..42(1501(12) .........~' --9.9~~...-- 4Q.OO -~-_,'"
--~: -, ,~- - , - p
o ..., Ii=:: ' /
(:) ~W - '" ~co" pI, //
....: ~ ~ t::: .. <"II f!? ~ , ~ Y> I ----...
-~ :c: 'II:t- . ~<:::> C5 'OS /
C"I x:..:<: ~ ~ ~ I ~ c::) /
~ ~ 'Q \ ~/ .
~... CALCULATED POINT ON NORTH
FOUND 1 1/2" BRASS CAP MARKED , MARCIN FOR MONUMENT TIE PU,.RPOSES
"OREGON STATE HWY DEPT"
N84'02'52"E 3.52 10.00(5)
FROM FOUND PK NAIL NOO.,3'2J"E
FOUND PK NAIL WffH BRASS (nE TO MON) t
WASHER MARKED "655" 40.00
(CALLED 5/8" x 30" REBAR ..... (3'(5) -,'
WITH YPC MARKED "PLS 655"(5)) I ,
..:!I:
;.....
~
~
I~
~
~
[IQ>:-
~I
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FOUND, 5/8~,,'.'.'
REBAR (4)
(NO CJ.P)
~~~~~~,' '~,~/ "
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LEGEND
145.41
DENOTES TAX LOT NUMBER
DENOTES DONATION LAND CLAIM NUMBER
DENOTES YELLOW PLASTIC CAP.
DENOTES UNKNOWN ORIGIN.
DENOTES COUNTY SURVEY FILE.
DENOTES NOT TO SCALE.
DENOTES LANE COUNTY OREGON OFFICIAL RECORDS~
DENOTES LANE COUNTY OREGON PLAT RECORDS.
DENOTES LANE COUNTY OREGON LAND PARTITION PLAT RECORDS.
DENOTES MONUMENT USED TO ESTABLISH BASIS
OF BEARINGS.
() DENOTES DATA OF RECORD.
ALL DISTANCES SHOWN ARE IN' FEET.
@ .
@
o
f
TL
DLC
YPC
(UD)
CSF
(NTS)
LCOOR
LCOPR
LCOLPPR
BR
222.41
- ~ 185~15
38th
STREET (1)
NOO.,5'46"E
/:'
, ,OJ~
~" '~()
<J.v ~
~~ OJ
~~~ ~
\)
~.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
~ ?J J27-
OREGON
JULY 20, 1993
REX A. BETZ
" '2606 ~/
EXPIRESI DECEMBER' 31. 2007
"'@ Branch Engineering, Inc.
310 Fifth Street
Springfield, Oregon 97477
(541)746-0637 FAX (541)746-0389
branchadmin.branchenaineerin..com
Civil · Structures · Transportation · Surveying
PROJECT No. 06-261
PAGE 2 OF 2
TAX MAP 17-02-31-42,
TAX LOT 900, 1000 & 11 00
PLOTTER: HP DES/GNJET 650C
INK: HP 51640A
DWG. No.Z:\2006\06-261 CRS 38TH ST\PLA\FINAL PLA\06-261 PLA FNL.DWG
9/18/07
GPW
PRE..SU3MlTIAL ~
JUL 2 2 Z008