HomeMy WebLinkAboutPlat, Subdivision APPLICANT 8/28/2007
DATE:
COUNTY CLERK
LANE COUNTY SURVEYORS OFFICE
C. S. FILE NO.
FILING DA TE:
LEGACY ESTATES
A REPLAT OF PARCEL 2, LAND PARTITION PLAT 92-P0235
SW 1/4 SEC. 24, 1'. 17 S., R. 3 W., W.M.
SPRINGJt1ELD, LANE COUNTY, OREGON
17 JULiY 2007
RECORDED
BY:
SURl'p.;YOR'S CERTIFICA1JJ
I, SCOTT J. GOEBEL,. A PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY
THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS,
AND THAT THE INITIAL POINT IS A SET 5/8" X 30" IRON ROD WITH A YELLOW
PLASTIC CAP MARKED "G. E. S. PLS 2280': THE FOLLOWING DESCRIBED PLAT:
A PORTION OF THE SOUTHWEST QUARTER OF SECTION 24, TOWNSHIP 17 SOUTH,
RANGE 3 WEST OF THE WILLAMETTE MERIDIAN BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
A PORTION OF PARCEL 2 OF LAND PARTITION PLAT 92-P0235, LANE COUNTY
OREGON PLA T RECORDS, BEING MORE PARTlCULARL Y DESCRIBED AS FOLLOWS:
BEGINNING A T A. THE NORTHEAST CORNER OF PARCEL 2, . LAND PARTITION PLA T
92-P0235, LANE COUNTY OREGON PLAT RECORDS; THENCE FOLLOWING ALONG
THE WESTERLY LINES OF PARCEL 1, LAND PARTITION PLAT 95-P0711, PARCELS
1 AND 2, LAND PARTITION PLA T 94-P0609, REVISED PARCEL 1, LAND PARTITION
PLA T 94-P0549 AND, IN PART, REVISED PARCEL 2, LAND PARTITION PLA T
94-P0549, SOUTH 0.05'36" EAST 623.92 FEET TO THE NORTHEAST CORNER OF
SECOND ADDITION TO DELROSE AS PLATTED AND RECORDED IN BOOK 55, PAGE
18, LANE COUNTY OREGON PLA T RECORDS; THENCE LEAVING SAID WESTERL Y
LINE AND FOLLOWING ALONG THE NORTHERLY LINE OF SAID SECOND ADDITION
TO DELROSE, IN PART, AND, IN PART, ALONG THE NORTHERL Y LINE OF THE
FIRST ADDITION TO DELROSE ADDITION, AS PLA TTED AND RECORDED IN BOOK 50
PAGE 22, LANE COUNTY OREGON PLAT RECORDS, NORTH 89.46'13" WEST
409.77 FEET,' THENCE LEA VING SAID NORTHERL Y LINE AND FOLLOWING ALONG
THE EASTERLY LINE .OF. THAT PARCEL DESCRIBED IN THAT NOTICE OF JUDGMENT
RECORDED 10 JANUARY 1994 IN RECEPTION NUMBER 94-01874, LANE COUNTY
OREGON DEED RECORDS, NORTH 0.07'39" EAST 460.86 FEET; THENCE LEAVING
SAID EASTERLY LINE, NORTH 74.40'03" EAST '15.56 FEET,' THENCE FOLLOWING
ALONG A LINE PARALLEL WITH AND 15.00 FEET OFFSET FROM SAID EASTERL Y
LINE, NORTH 0.07'39" EAST 121.00 FEET TO A POINT ON THE NORTHERLY LINE
OF THE AFOREMENTIONED PARCEL 2, LAND PARTITION PLAT 92-P0235; THENCE
FOLLOWING ALONG SAID NORTHERLY LINE, NORTH 80.04'26" EAST 97.49 FEET TO
THE NORTHWEST CORNER OF PARCEL 3 OF SAID LAND PARTITION PLAT
92-P0235; THENCE SOUTH 0.53'12" EAST 120.26 FEET TO THE SOUTHWEST
CORNER OF SAID PARCEL 3; THENCE NORTH 85.00'00" EAST 112.00 FEET TO
THE SOUTHEAST CORNER OF SAID PARCEL 3; THENCE NORTH 0.53'12" WEST
130.00 FEET TO THE NORTHEAST CORNER OF SAID PARCEL 3: THENCE EAST
184.99 FEET; TO THE POINT OF BEGINNING; CONTAINING 5.38 ACRES MORE OR
LESS ALL WITHIN SAID SECTION 24, SPRINGFIELD, LANE COUNTY, OREGON.
DECLARATION
OWNERS:
COREY DEVELOPMENT, LLC
3956 MIRROR POND WAY
EUGENE, OR 97408
KNOW ALL MEN THAT COREY DEVELOPMENT, LLC (DECLARANT) IS THE OWNER IN FEE
SIMPLE OF THE LAND DESCRIBED HEREON AND THAT IT DOES HEREBY SUBDIVIDE THE
SAME AND CAUSE THIS PLAT TO BE PREPARED IN ACCORDANCE WITH CHAPTERS 92 AND
209 OF THE OREGON REVISED STATUTES AND DEDICATES TO THE FREE USE OF THE
PUBLIC FOREVER ALL THE PUBLIC STREET AND THE PUBLIC UTILITY EASEMENTS AS
SHOWN ON THIS PLA T.
THE DECLARANT DOES ALSO CREATE THE PRIVATE ACCESS EASEMENT ACROSS LOTS 16
_ 17 FOR THE BENEFIT OF LOTS 16, 17 AND PARCEL 1, OF PARTITION PLA T NUMBER
92-P0235 AND THE SUCCESSORS, ASSIGNS AND BENEFICIARIES OF LOTS 16, 17 AND
PARCEL 1, OF PARTITION PLAT NUMBER 92-P0235.
THE DECLARANT DOES ALSO ACKNOWLEDGE THE 5 FOOT WIDE PUBLIC UTILITY EASEMENT
ACROSS LOT 15.
N011!JS AND RESTRICTIONS
1
~y-
VID s. ~~ MEMBER
COREY DEVrPMENT,. LLC
1. NO BUILDING, STRUCTURE, TREE, SHRUBBERY, OR OTHER OBSTRUCTION SHALL BE
PLACED ON OR LOCATED IN A PUBLIC UTILITY EASEMENT.
2. LOT 15 IS ENCUMBERED BY A 5 FOOT WIDE PUBLIC UTILITY EASEMENT RECORDED 5
JUNE 1992 IN RECEPTION NUMBER 92-30674, LANE COUNTY OREGON DEED RECORDS.
3. LOTS 13 - 19 ARE ENCUMBERED BY 100 YEAR FLOOD ZONE A AS SHOWN ON FIRM
COMMUNITY PANEL 41039C1153 F, DATED JUNE 2, 1999. FLOOD ELEVATION = 449.0'
4. NEW CONSTRUCTION AND SUBSTANTIAL IMPROVEMENT OF ANY RESIDENTIAL STRUCTURE
ON LOTS 13-19 SHALL HAVE THE LOWEST FLOOR, INCLUDING BASEMENT, ELEVATED TO
ONE FOOT ABOVE BASE FLOOD ELEVATION (449'), OR 450.0'.
5. POTENTIAL RIGHTS OF . OTHERS 'SHOULD BE CONSIDERED BEFORE ANY CHANGES IN
OCCUPANCY WEST OF THE EXISTING FENCE THAT RUNS ALONG THE EASTERLY
BOUNDARY AND . SOUTH OF THE FENCE THA T' RUNS ALONG THE SOUTHERL YBOUNDARY
OF THE LAND SUBDIVIDED HEREON. '
6. AN AFFIDAVIT OF CONSENT (CONCURRENCE TO PLATTING) FROM UMPQUA BANK FOR
THAT CERTAIN LINE OF TRUST DEED RECORDED 17 APRIL 2007 IN RECEPTION
NUMBER 2007-025509 IS RECORDED , 2007 IN RECEPTION NUMBER
2007- , LANE COUNTY OREGON DEED RECORDS.
~,p~
SCOTT J. GO@tL PLS #2280
. ~,'...,., - ~._..>_._'".::,:.~..,~\
REGISTERED '~i
PROFEsSt(?t!~;~:.~ ~:
LAND SURYEt/O;;~ ~
- ~.-P~
r 0 d:'':-:G 0 N D
l,~dV_~:i~~~~~ )
ft1fN(VIAL 01.1(: (pJ~~lat_
\."'~' ............-.-.-'-
APPROVALS
ACKNO" LEDGME!Vl'
CITY OF SPRINGFIELD:
STA TE OF OREGON )
COUNTY OF'tI!f ) SS~
ON THIS )..'r DAY OF matd " 2007 THERE PERSONALLY APPEARED
BEFORE ME THE ABOVE NAME/;)' tj1VID S. COREY AS A MEMBER OF COREY
DEVELOPMENT, LLC, AND WHO IS KNOWN TOME TO BE THE IDENTICAL INDIVIDUAL
WHO EXECUTED THE FOREGOING INSTRUMENT~ND WHO DOES HEREBY ACKNOWLEDGE
SAID INSTRUMENT TO BE HIS VOLUNTARY ACfAND DEED AND THAT SAID INSTRUMENT
WAS SIGNED ON BEHALF OF LLC.
CITY SURVEYOR DATE
CITY PLANNING DIRECTOR DA TE
NARRATIVE
crdJ~
LANE COUNTY:
NOTARY PUBLIC FOR OREGON
COMMISSION NO. . $ 1b 113
MY COMMISSION EXP~,(ES: I~;;n / /(, ~O()e
(PRINTED ~ FULL: - MONTH DA Y. YEAR)
A LElCA TC/BOO AND ASSOCIATED EQUIPMENT WERE USED TO PERFORM THIS ;'
SURVEY. Date Received' .....~,2~/D!~. G b l' E. .. & S ·
ASSESSOR MAP 17-03-24 31, TAX LOT 5001 Plan ..,.....,....". , "5~ oe e ngme e ring U.l ~eYIng
nar: 3D . ~.:.:..: . ENGINEERING SURVEYING PLANNING
SPRINGFIELD PLANNING CASE # SUB 2006-00045 5' \ V)...t1 /"'Ion -()OOt.~ I...... ~;(..::~ .' 310 Ga.rfield street('5~lu)ite6"8370_'0E5UAg2ene. Oregon 97402 ·
DOCUMENT CREATED ON DESIGNJET 230, INKJET HP51640A, JPC-4M2 FILM I U'"Jvv ) ( )::./ "1- 'l"
)-\tBJ)llJISl D r7l--A-7' I -1.3 -=-=~.~"/
O(lE{ · 0, p~
THIS SURVEY WAS PERFORMED AT THE REQUEST OF THE PROPERTY OWNERS.
THE PURPOSE OF THIS SURVEY WAS TO PARTITION THE PROPERTY UNDER
DIRECTION OF THE OWNERS AND IN ACCORDANCE WITH ORS 92 AND 209. THE
BASIS OF BEARINGS FOR THIS SURVEY HELD THE TWO FOUND MONUMENTS SET
IN COUNTY SURVEY FILE NUMBER 31858 ON THE EASTERLY LINE OF THE
PARCEL DESCRIBED IN THAT RECORD OF JUDGMENT RECORDED IN RECEPTION
NUMBER 94-01874, LANE COUNTY OREGON DEED RECORDS, WHICH ESTABLISHED
THE WESTERL Y LINE. THE SOUTHERL Y LINE HELD FOUND MONUMENTS ALONG THE
NORTHERL Y LINES OF THE FIRST ADDITION TO DEL ROSE ADDITION AND THE
SECOND ADDITION TO DELROSE ADDITION. THE EASTERL Y LINE HELD FOUND
MONUMENTS ALONG THE WESTERLY LINES OF LAND PARTITION PLATS NUMBERS
94-P0549, 94-P0609 AND 95-P0711. THE NORTHERLY LINE HELD FOUND
MONUMENTS ALONG THE NORTHERL Y LINE OF PARCEL 2 OF LAND PARTITION
PLAT 92-P0235.
/
Jw;):j:ARY SIGNA TURE
/~G. Ghe~/
PRINTED NAME OF NOTARY
CHAIR, LANE COUNTY BOARD OF COMMISSIONERS DATE
LANE COUNTY ASSESSOR DATE
I, SCOTT J. GOEBEL, DO HEREBY CERTIFY THA T THIS IS
AN EXACT COpy OF THE FINAL PLAT WITH FLOOD ZONE
BOUNDARY AS SHOWN HEREON.
SCOTT J. GOEBEL PLS 2280
SHEET 3 OF 3
FILE: ... \02414-04\DWG\PLAT\FNLPLAT3.DWG
PLOT DATE: 17 JULY 2007
L
'."<<OJ
SHEET INDEX
DA TE:
N-,.
COUNTY CLERK
LANE COUNTY SURVEYORS OFnCE
C. S. FILE NO.
FILING DA TE:
,. BOUNDARY INFORMA TION
2. LOT AND EASEMENT INFORMATION
3. SIGNATURE SHEET
LE' G A CY E'S'l 'A 'l 'E'S
A REPLAT OF PARCEL 2, LAND PARTITION PLAT 92-P0235
SW 1/4 SEC. 24, T. 17 S., R. 3 W., W.M.
SPRINGFIELD, LANE COUNTY, OREGON
17 JULY 2007
SCALE 1" : 50'
RECORDED
BY:
NOTES
-.....
"'-
FND 5/8" IRON ROD WITH
YPC MARKED, "GUILE PLS
472" (REF IN R.7)
, pLAT
PARTITI~~609
11ARcEL Z
FND 5/8" IRON ROD
WITH YPC MARKED,
"GUILE PLS 472"
(REF IN R.7)
SO.05'36"E 130.00'
...(NO.06'08'W 130.00' R.7l ...
)( . I(
N pLAT
P ARTITI~060g
9tARcEL 1
50' R/W (R.6) :.-
30' (R.6)~
REFERENCES
R. 1 CSF #30688
LAND PARTITION PLAT 92-P0235
SURVEYOR: LAWRENCE B. OLSON
CLIENT.' JOE PRODEN.
-
I
, 'ION pLAT ITION PLAT ION pLAT
h I PARJl'~ PO~Er. 1 PARJ4-PO~t~Er. 2 pARTIT p0549
~ ~--+- REVISED P REVISED PIU' 1fARCEL 3
~ I ~ I 10.00' PORTION OF VERA FND 1/2" IRON ROD, NO CAP . FENCE 0.2' EAST OF LINE
-E- ~ I STREET VACATED PER REEL (5/8" IRON ROD, REF IN R.5) SO.05'36''E 30.27'
, ~ J-E-1979R REC #9456452 1(NO.06'08"W 30.27' R.51
50.05'36"'[ 10000' 30.00 I j\ I .'''' , " 'J, R.3
. ,,, , ., (R.5) SO 0536 'E 110.00 SO.05'36''E 125.00'
(~~ 06 08 W, 100.00 RJ) I \ I( AI.o'06 '08 "w 110. 00' R.6) (Nr[06 '08 "w 125.00' R. 5), .',.. . . .
~ -'(. ...93. 1St, ii ..~P <t~ J: 'r. J(, . R.4
. (R.5) FND 5/8" IRON ROD tFND 5/8" IRON ROD.J , .
FENCE 0.5' SOUTH OF LINE R.5
FND 5/8" IRON ROD ' " GUILE PLS 472 "GUILE PLS 472" ~
WITH YPC MARKED, FENCE 0.3', (REF IN R.5) (SET IN R.6) ~ ):"
"GUILE PLS 472" EAST OF LINE FENCE 0.3' 1 ~ ~
(REF IN R.5) 20 C:::jJ EAST OF LINE 2 g ~
FND 5/8" IRON ROD- FND 5/8" IRON ROD ~-:-FENCE 1.4'
WITH YPC MARKED WITH YPC MARKED, ~ NORTH OF VIrION
"GUILE PLS 4 72~' "GUILE PLS 472" ~ LINE cotJV AD
(REF IN R.7) ", (SET IN R.6) ~ , sE LoT 31
___ 7 '" ~ [I BLOCK
A
~
_ _ _ _ ~ _ 17TH
FND 5/8" IRON ROD.~ ' ' ~ STREET
NO CAP (SET IN R.4) . lC)
"
()
FENCE 0.3' : ~
. ~
NORTH OF 0::
LINE ~ oooE- :::-
b 0::
C)
.. t-r) ~ LoT 4
g ,-:: -: BLOcK 5
t-r)' "'-
"'- }tJ ~
"'- ~ -....:..... 1J'
h PELROSD
~ " TO
~J! ~
i ~~
. ~ ~
: ~: 0:: ~ fIf~ST
'6 ;t- THE
~~
b ~ <: LoT 3 5
~ "'- BLOCK
4 c), _ ~
FENCE 0.4' -""..~
NORTH OF ~
LINE ~ ooE;-
: 0)
~
"-=-
R.2
CSF #31858
SURVEYOR: BRANCH ENGINEERING
CLIENTS: ARLEN & MARCElL KOPPERUD.
THE FIRST ADDITION TO DELROSE ADDITION,
BOOK 50, PAGE 22, LCOPR. '
SECOND ADDITION TO DELROSE, BOOK' 55,
PAGE'18, LCOPR.
LAND PARTITION PLAT 947P0549
. SURVEYOR: .CHARLES ~ GUILE
CLIENTS: EARL L. McELHANY &- DENNIS L.
WARTENBEE.
CSF #32366
SURVEYOR: CHARLES JtY. GUILE
CLIENTS: EARL L. McELHANY eft DENNIS L.
WARTENBEE.
LAND PARTITION PLAT 95~P0711
SURVEYOR: CHARLES JtY. GUILE
CLIENTS: EARL L. McELHANY eft DENNIS L.
WARTENBEE.
CSF # 40040
RECORD OF SURVEY
SURVEYOR: scoTt GOEBEL
CLIENT: PRODEN eft KOPPERUD.
FND 5/8" IRON
ROD WITH YPC
MARKED, "G.E.S.
PLS 22BO"
(SET IN R.B)
18
R.6
0:
'-.::- 17
0)
0)
~ 16
Q:)
"'- -
19
~
R.7
FND 5/8" IRON ROD WITH
YPC MARKED, 'PLS 655"
(SET IN R.l)
~ FND 5/8" IRON
~ ROD WITH YPC
MARKED, ''pLS 655"
(SET IN R.1)
DESTROYED DURING
~ CONSTUCTlON RESET
::::> WITH YPC MARKED
"G.E.S. PLS 2280"
NO.53' 12"W 130.00' (R. 1)
\
~
,.-
,// r-
fi:
'-
R.B
LEGEND
NB5.03'49"E 18.09'
(N85.E 18.12' R.1)
14
~ i1
~ 1\ ,/-FND 5/8" IRON ROD WITH YPC
~ MARKED, ''pLS 655"
t) ,/ (SET IN R.1) DESTROYED DURING
~ CONS TUCTlON, RESET WITH
~ YPC MARKED, "G.E.s. PLS 2280"
~
t2/, '/-FND 5/8" IRON
I ,/, ROD WITH YPC
/' MARKED,
''pLS 655"
\ (SET IN R.1)
\ 13
FND 5/8" IRON
ROD WITH YPC
MARKED, "G. E.S.
PLS 2280"
(SET INR.8)
10
7
6
3
FOUND MONUMENT AS NOTED
NOTHING FOUND, NOTHING SET
SET 5/8" X 30" IRON ROD
WITH YELLOW PLASTIC
CAP MARKED "G. E. S. PLS 2280"
___JJ1iIJ.___ URBAN GROWTH BOUNDARY
X EXISTING FENCE LINE
( ) DATA OF RECORD
LCODR LANE COUNTY OREGON DEED RECORDS
L COPR LANE COUNTY OREGON PLA T RECORDS
C. S. F. COUNTY SURVEY FILE
FND FOUND MONUMENT
R/W RIGHT-OF-WAY
o
o
.
:::-
-L1 = 0.27'18" (R.B)
R = 821.00' (R.B)
L = 6.52' (R.8)
CHORD = N63902 '43"E
6.52' (R.8)
N pLAT ~
p AflTI!!~0235 C)
~.RCEL 3 ~
FND 5/8" IRON ROD ::
WITH YPC, ~
CAP ILLEGIBLE g
(SET IN R.1) a
C)
\0
co-
<=:
N pLAT
P A.RTITI~OZ35
~ARCEL Z
(120.27' R.t)
SO.53'12"E 120.26'
BASIS OF BEARINGS
--
SO.07'J9'W 1417.49' (R.2)
9 8
~
r-FND 5/8" IRON ROD
WITH YPC MARKED,
"BRANCH ENG. L. S. 1138"
(SET IN R;2)
> ~
x
\"
\ \
\ \
\ \
\ \
\ \ NO.07'39''[ 121.00'
\ \
\ N74.40'03"E 15.56'
. .~FND 5/8" IRON
~, ROD WITH YPC
:J, MARKED, "G.E.S.
\ PLS 2280"
(SET IN R.8)
5' PUBLIC UTILITY
EASEMENT PER REEL
1766R, RECEPTION
#92-30674
15
12
5
FND 5/8" IRON ROD
WITH YPC MARKED,
''pLS 655"
0.00' N
0.40' E
(SET IN R.1)
\'\'"
J(
.1(
SEE DETAIL 'i1'
i '(
L FENCE 0.3'
EAST OF LINE
t..T 1'0
AVPITIO!'4
60' R/Wl
16TH
STREET
FND 5/8" IRON ROD
WITH YPC MARKED,
'BRANCH ENG. L. S. '1138 "
(SET IN R.2)
DESTROYED DURING CONSTUCTlON
RESET WITH YPC MARKED,
"G.E.S. PLS 2280"
)(
\
\
fi:-
ASSESSOR MAP 17-03-24 31, TAX LOT 500
. SPRINGFIELD PLANNING CASE # SUB 2006-000451
DOCUMENT CREATED ON DESIGNJET 230, INKJU HP51640A, JPC-4M2 FILM I
FND 5/8" IRON
ROD WITH YPC
MARKED, ''G.E.S.
PLS 2280"
(SET IN R.8)
ELEVATION = 449.55
100 YEAR FLOOD ELEVA TION MONUMENT.
BASE FLOOD ELEVATION = 449.0 (NGVD 29)
FIRM COMMUNITY PANEL 41039C 1153 F, DA TED JUNE 2, 1999.
MONUMENT ELEVATION = 449.55 (NGVD 29)
~. .' '5~. Goebel Engineering & SU1~eying
.. . ..,.:':'ENGINEERING SURVEYING PLANNING
, . :;.;(:.:.,. 310 Garfield Street, Suite 30. Eugene. Oregon 97402
(541) 687-0542
NO.07'39''E 460.86' (R.8)
\ "'l-J
...~' )
,-
\
\
"
"-
-.... .-/
........-.. -- ..--
(. ReGISTERED ~
PROFESSfONAL
LAND SUf;'V!;;YOR
~ -P~4l
OR~GON \'-,
JUL'( 16. f981'
, SC011 J. GOEBEL 1
,,~.w,~~,. _._ ..??80,.....~.1
~!~~v;-; 1'-.-.-- .~-
. ! ': '.~~~:::.-=! ..~,:.!!:.:,'--~l~~ 09 ~~]
[]
LOT 5 t
BLOCK riorflON
veIflOSE A
DETAIL 'A'
NOT TO SCALE
SHEET 1
OF 3
FILE: ... \02414-04\DWG\PLAT\FNLPLAT1.DWG
PLOT DA TE: 17 JUL Y 2007
2 of 3 PQ?{-S
t
,r -- ~r\ u,___,
--~ \
N2r52'31't: 3.00'
ACTUAL CORNER -
FALLS WITHIN
MANHOLE _
pLAT
P ARTITI~~235
9jiRCEL 1
5' PUBLIC UTILITY
EASEMENT PER REEL
1766R, RECEPTION
#92-30674
---------a.--_
NOTA'
,
\.
\
,
~
..-.
V)~
CSci
C\f
~
~
~
f \
_.J
\
\
\
\
~\
:::> \
\
\
~ \
~ \
pLAT
P ARTITI~711
~ARCEL 1
127.36'
17
11989 SF
N pLAT
PARTITI~0235
9;ARCEL :3
7. 45 '
SO"5J'I~'t: 120.26'
LE'GACY E'S1'A1'llS
SW 1/4 SEC. 24, T. 17 S., R. 3 ~r., W.M.
SPRINGFIELD, LANE COUNTY, OREGON
17 JULY 2007
SCALE 1" : 50'
N PLAT
P ABTITIO 0609
9:;lcEL. 2
pLAT
P fJ~T~TI~~549 1
9 --D PARCEL
REVISe
pLAT
PARJ~~~~5t~EL 2
REVISED P A
92.63'
.
[]
("
75.00''-/
e-o
Q
102.37'
18
8084 SF
S79043'54 "w
2.00' ACTUAL
CORNER FALLS
WITHIN WATER
METER
7~
"" 18A
>-. -
~
.1'<)
<::)
ADDITION
SEcoND
~
C\f
-
~
C\f
c)
-
~
19
7921 SF
2
11290 SF
LOT 3
BLOCK 7
'}
~ 50~R/W' I 14 ?:
"? ....,- I ~, 7337 SF ~
~ h~' ~ ,C'\. SEE ~
~ ~~, ~ 'j!" DErAIL ~' ~
p~p~~~ ~
<::)- ~a,. <::) '...
S> ~ S>'~ ~ .., 6,5.90' '"
le) 'r~ le) <::)
to V..lC() <:::>
:2:. V) \0
, to
11
7504 SF
THE FIRST
LoT 3
BLocK 5
NO-07'39"E 121.00'
::>,
,
\
,
,
,
MEASURED DISTANCE EQUALS RECORD DISTANCE
UNLESS OTHERWISE NOTED.
2. NO BUILDING, STRUCTURE, TREES OR SHRUBBERY
SHALL BE PLACED ON OR LOCATED IN A PUBLIC
UTILITY EASEMENT.
,.
5' PUBLIC UTILITY
EASEMENT PER REEL
55R, RECEPTION
#55-51999
Lot 5
BLOCK ~DITION
DELROSE A
,
h \ /- 55-00'00"E 5.00'
~ \I~
~ 14 ->-S85-00'OO"W 5.47'
~ -13 ~ -?-S8S'00 '00 'W, 4.53"
f;: \~ NS'OO'OO"W S.OO'
\
PUE DETAIL ~A'
17TH.STREET
.
10 7
. - N89'S6 'os '! 5_00'-~ ~
NO'07'39"E s.oo,Yi
1
PUE DETAIL 13'
SO"07'39"W 1.69'
SO.07'39"W 8.31'
,--
I
I
1
I
S89-52'21"E 5.00'
LANE COUNTY SURVEYORS OFFICE
C. S. FILE NO.
FILINGDA TE:
DATE:
RECORDED
COUNTY CLERK
BY:
LEGEND
FOUND MONUMENT AS NOTED
NOTHING FOUND, NOTHING SET
SET S/8" X 30" IRON ROD WITH YELLOW
PLASTIC CAP MARKED "G.E.S. PLS 2280"
SET REFERENCE MONUMENT 5/8" X 30"
IRON ROD WITH RED PLASTIC CAP MARKED
"R.M. G.E.S. PLS 2280"
, URBAN GROWTH BOUNDARY
DATA OF RECORD
RIGHT-OF --WA Y
PUBLIC UTILITY EASEMENT
o
o
.
@
_....JIiiii._ _,
( )
R/W
PUE
CURVE TABLE
NUMBER
CL1
CL2
CL3
CL3A
CL4
CLS
CL6
4A
4B
lOA
l1A
l1B
13A
13B
14A
14B
15A
16A
16B
17A
18A
18B
lBC
19A
19B
19C
20A
N89-5221"W 5.00'
12 9
.
16TH STREET
PUE DETAIL 'c'
SO"03'56"E 1.93'
,r- 20' PUE AND
-:' "- 1:.. ' PRIVA TE ACCESS
· '., "- EASEMENT
"-
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. ASSESSOR MAP 17-03-24 31, TAX LOT 500 I .
. SPRINGFIELD PLANNING CASE # SUB 2006-000451
DOCUMENT CREATED ON DESIGNJET 230, INKJET HP51640A, JPC-4M2 FILM I
~" ,,' ' Goebel Engineering & SUlfeying
..' , ,.;:!.... ENGINEERING SURVEYING PLANNING
. ".;;.;;,.- 310 Garfield Slree~ Suite 30. Eugene, Oregon 97402
(541) 687 -0542
3 at 3> (2a9f-:::,
DEL TA ARC
ANGLE LENGtH
-
5-S4 '55" 82.59'
2-00'23" '28.01'
98.50'37" 120.76'
50.54'36" 162.20'
110.,9'57" 118.03'
1,8.02'37" '31.49'
8005'16" 1'4. 12'
18.02'37" 139.37'
118-20'03" 124.00'
I ,.,6'51" 18.44'
14-38'04" 166.73'
1 0-'5 '15 " 3. 44 '
110.19'57" 13.53'
1 74.32'24" 1 32.52'
,.45'08" 123.70'
98.50'37" 177.63'
10019'57" 122.54'
168~07'04" 149.34'
1 38044'28" 22.65'
55037'22" 40.29'
6-51'57" 11.38'
154.48'24" 32.04'
153"02 '29" 38.42'
12"25'11" 32.73'
12-00'23" 28.89'
, 8~ 11 '31 " 13.58'
3"29'44" 47.28'
,:' "',".,1..'~... , . _. ,~ .' _. ~~oQ:::""t'O'~"Vl4lt""t,
~: ' REG'S TERED '~
~ PROF'ESSIONAL1
i ~~AND SURVEYOR j
~-- .. -".ll
! ' . ~J -!~ ~--,,~
rJ Of~ G () ."-1 ~j
~ JUl '(.1 (j, 1981 ;;
L S~~_2~g.~=.)
f'~;;:tJ;T7;'Tr(:-,,,,. -i~~A7'. J,
,......f.... '.0."\1'......-: ....... .
..... . t~.....~..., - ~...........-......_..._. . ~:...___ .........t.._.....__......
CHORD CHORD
RADIUS DIRECTION LENGTH
800.00' N2"S3'33"E 82.56'
800.00' N4-S0'49"E 28.01'
70.00' N45-34 '41 "w 1 06. 33'
70.00' N2r36'41"W 60.17'
100.00'1 S79-S0'02"W /'8.01'
1100.00' Sgo08'S8"W 31.36'
1100~00' S14-07'38"W 14.10'
1'25.00' S9-08'58"W 39.20'
75.00' S9-00'15"W 123.90'
825.00' NO"34'3 1 "E 18.44 '
1825.00' N3-31 '58"E 166.71'
775.00'1 N5-432J"E 3.44'
75.00' 1 S79-50'Or"W /13.51'
25.00' I S37-23'51"W 30.28'
775.00'1 N4"43'11''E 23.70'
145.00' N45"34 '42"W 68.36'
1125.00' S79"50'02"W 122.51'
141.50' S80"19'04"W 146.48'
133.50' S65-37'46"W 122.22'
41.50' 1 N37-48'43"W 38.72'
95.00' N7-46'53'W 11.38'
33.50' N15-38'15''E 30.84'
41.50' 1 N 16-31'13 ''E 37.06 '
775.00'1 N4.3825't: 32.73'
825.00'1 N4-50'48''E 28.89'
95.00' NO"15'08"W 13.57'
775.00' Nr40'57''E 47.27'
.'
SHEET 2 OF 3
FILE: '" \02414-04\DWG\PLAT\FNLPLAT2.DWG
, PLOT DATE: 17 JUL Y 2007