HomeMy WebLinkAboutPlan, Tentative APPLICANT 11/13/2008
LAND. PARTITION PLAT NO.
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PEACEHEALTH PARTITION
RECORDED
LANE COUNTY SURVEYORS OFFICE
DATE:
REPLATOF LOT 8, RIVERBEND PHASE II, LOCATED IN THE NE ONE QUARTER OF SECTION 22 AND THE
NW ONE QUARTER OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAME'ITE MERIDIAN,
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
NOVEMBER 2008
COUNTY CLERK
C.S. FILE NO.
BY:
FILING DATE
NORTH
\
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~ Y S88016'40"E 477.41'
183.30' " 68
.36' \
. N46043'03"E t ""\ ~\
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TEMPORARY PUBLIC ACCESS EASEMENT~\ \
PER RECEPTION NO. 2008-30896 . .! \
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. /' . ...........~O'I.......... . ......'/-. "'>' ~
/' /' ......W..:? ................. ........
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./' /'. PARCEL ......~.::........... ........... ...........0J~
/' ....... '.......... '.,-<J
/' 56.056 ACRES ........................... f" .~.,. ,
RIVER FRONT LOT AREA HAS BEEN ................. " " ".oJ
1-...... . ^-.
CALCULATED TO THE ORDINARY ......,. .IJr" "'.
HIGH WATER MARKS SHOWN HEREON. ..... ~" 4'"
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~2~~;~'51'~W .. \~, . ~~);(, '~ 46,65' 56,056 ACRES
'>~O~... \.\ '\\.. -C.~ '\ /-.. S 29000'39" E
\ .'" 0~ \. \ ~~ ~ '.? \ 60.27'
~~.'>: .\\~~~ \
. '>.\ .<~/\\'<:P~ (TEMPORARY ~
~ '" ~ ~...~ . ,. .~ VARIABLE WIDTH ~.
"\ 9 ~ "'- \ 99.. ..~...' SLOPE EASEMENT
TEMPORARYVARIABLEwm: \~\ ~ (E9)
PUBLIC ACCESS EASEMENT PER .~X. \ ~ 1
RECEPTION NO. 2008-30896 ~ 1 \ :t 1 0
'\. 'G. (c;~~~
$~'"
y~~ ~ PUBLIC UTILITY EASEMENT NOTE:
~~rtC\\ NO BUILDING, STRUCTURES, TREES, SHRUBBERY OR
OTHER OBSTRUCTION SHALL BE PLACED ON OR IN A
PUBLIC UTILITY EASEMENT.
EASEMENT TABLE (PER RIVERBEND PHASE 10
(E4) - 10.00 FOOT WIDE PUBLIC UTILITY EASEMENT
(E8) - 7.00 FOOT PUBLIC UTILITY EASEMENT
(E9) - TEMPORARY VARIABLE WIDTH PUBLIC SLOPE EASEMENT
(SEE NOTE 3, SHEET 1)
(E18) -15.00 FOOT WIDE .t'K1vATE STORM DRAIN EASEMENT
GRANTED TO PEACEHEALTH
(E35) -10.00 FOOT WIDE TEMPORARY PUBLIC DRAINAGE
EASEMENT TO BE EXTINGUISHED UPON ACCEPTANCE OF
AN ALTERNATE PUBLIC STORM WATER SYSTEM
CONSTRUCTED WITH THE EXTENSION OF ST. JOSEPH
PLACE AND BALDY VIEW LANE.
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19+60.49 (STJ)
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MONUMENT TABLE
NO, DESCRIPTION
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SHEET. LAYOUT
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\. " rPARCEL~ SI-iEWf ..
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, I "-i!/ . \~\
.. 71i . PARCEL 2SHE)Wl'/
" . .~.6QJ17:
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~~..~. -
J~ /
.w.
1/ .. SJi~ETSO~7:
SHEET 4 OFT /
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50
50
100
o
25
l
225.75'
1 INCH =
50 FEET
o -...
000
~[:!
SHEET INDEX
INITIAL
POINT
SHEET 1: SHEET LAYOUT, NORTHERN PORTION OF PARCEL 2
SHEET 2: NORTHEASTERLY PORTION OF PARCEL 2 AND PARCEL 1
SHEET 3: WESTERLY PORTION OF PARCEL 2,
SHEET 4: SOUTHERLY PORTION OF PARCEL 2
SHEET 5: SOUTHEASTERLY PORTION OF PARCEL 2
SHEET 6: EASTERLY PORTION OF PARCEL 2
SHEET 7: NORTHEASTERLY PORTION OF PARCEL 2, SIGNATURES,
DECLARATION, NARRATNE, SURVEYOR'S CERTIFICATE
EAST LINE OF WILLIAM M. STEVENS DLC NO. 46
HELD FOR CENTERLINE STATIONING BALDY VIEW LANE
t'.liiK "RIVERBEND, PHASE II"
TEMPORARY VARIABLE WiDTH
PUBLIC ACCESS EASEMENT
PER RECEPTION NO. 2008-30896
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DETAIL ,"A"
~NOT TO SCALE
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61
62
FND 3/4" IRON t'l.t'.lii BENT SOUTHWEST
FND5/8" IRON ROD wI YPC "BRANCH ENGR LS 2609"
REF, # BRO. AND DIST./STATION
NO RECORD BVL 9+81.30 0.00'
F-75/S-102 BVL 10+92.59 LEFT 24.83'
~.~
CURVE
C8
C44
C45
C46
C47
C49
C109
C110
C111
C112
C113
C115
C116' .
C135
C136
C137
C145
C146
LENGTH
323.51'
43.36'
67.36'
31.70'
61.90'
306.55'
85.69'
92.86'
70.61 '
61.00'
36.16'
226.04'
102.05'
3.68'
30.39'
9.85'
0.31 '
93.87'
RADIUS'
906.00'
108.00'
57.00'
63.00'
58.00'
858.50'
262.00'
312.00'
316.00'
273.00'
623.00'
628.50'
312.00'
666.00'
312.00'
287.00'
287.00'
287.00'
"I CERIJ.Jri THAT THIS SURVEY
WAS PREPARED USING HP
PRODUCT #51640A ON
CONTINENTAL #JPC4M2
POLYESTER FILM."
REGISTERED
PROFESSIONAL
LAND SURVEYOR
. ~
J . 0, 2001
Y M. DENNING
56640 ~
EXPIRES 12/31/ () q
TAX MAP 17-03-22 TAX LOT 3400
CURVE TABLE
DELTA
20'27' 32"
2S00'06"
67-42'27"
28-49' 47"
61'08' 44"
20-27' 32"
18-44'25"
17-03'08"
12-48'07"
12-48'07"
3-19'33"
20-36'24"
18-44'25"
00-18' 58"
05-34'53"
00-03'42"
00-03' 42"
18'44'25"
CHORD BRG
N11-56'32t'E
N14-21'19tJE
S25'43' 46"E
N22-32'21 "E
S33"25' 38"E
N11'56'32"E
S34-14'48"E
S33"24'09"E
N57-35'57"W
N5r35'57"W
N49-32'Ot'W
53r34' 31 "E
S34 -14' 48"E
N51-02'24"E
S27-40'02"W
543"35'10"E
S43-35'10"E
S34 -14' 48"E
CHORD
321.79'
43.06'
63.51'
31.37'
59.00'
304.92'
85.31 '
92.51 '
70.46'
60.87'
36.16'
224.83'
101.59'
3.68'
30.38'
93.45'
0.31'
93.45'
LEGEND
. DENOTES 5/8" x 30" IRON ROD WI YPC MARKED "KPFF INC." PER RNERBEND, PHASE II
.. DENOTES 1-1/8" DIAMETER BRASS CAP MARKED "Kt'~~ INC." PER RIVERBEND, PHASE II
. DENOTES FOUND MONUMENT AS NOTED IN FOUND MONUMENT TABLE
II
CD
DENOTES FOUND 5/8"x30" IRON ROD W /YPC MARKED f'KPFF INC.", SET IN CSF 39772 (HELD)
NOTE:
[1] MEASURED BEARINGS AND DISTANCES THE SAME AS
RECORD PER GSF 39813, EXC.liit'T WHERE OTHERWISE
NOTED.
DENOTES FOUND MONUMENT ID NUMBER, SEE FOUND MONUMENT TABLE
[2] ALL TEMPORARY PUBLIC SLOPE EASEMENTS SHALL BE
EXTINGUISHED UPON ISSUANCE OF CERTIFICATE OF
OCCUPANCY FOR THE RESPECTIVE LOT, IF THE LOT IS
FILLED SUCH THAT THE SLOPES NO LONGER EXIST.
1IJ11J....i..... ...r, .... .. Consu/tinD Engineers
<.. 111 SW Rftll A~ Site 2500 Portland, CR 97204-3628
, ...... . . . (503) 227-3251 Civi Fax (503) 274-4681
PDrlIMId S..,tIe LOll AIIIIfI/H 11M FrMt1llt:o s.n DItJgo PhOMlx Irvine VIr..".
. DENOTES ST. JOSEPH PLACE STATION
DENOTES RNERBEND DRIVE STATION
DENOTES BALDY VIEW LANE STATION
DENOTES WITH
DENOTES YELLOW PLASTIC CAP
STJ
RVB
BVL
WI
YPC
NOV 132008
~
.......-"'"")
e 6J{)()
SHEET 1 OF 8
...'---
JOB NO. 301140.36
CITY OF SPRINGFIELD CASE NO_ SUB 2008-00043
PREZD08-DOOrpQ - PRE....SV6IYll1 '1Az..- vt.,'if"'q
P~Vurn PLa.;:f
?~He.a1M
PEACEHEALTH PARTITION
REPLAT OF LOT 8, RIVERBEND PHASE II, LOCATED IN THE.NE ONE QUARTER OF SECTION 22 AND THE
NW ONE QUARTER OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETIE MERIDIAN,
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
NOVEMBER 2008
RECORDED
LANECOUNTYSURVEYORSOFmCE
DATE:
LAND PARTITION PLAT NO.
COUNTY CLERK
C.S. FILE NO.
BY:
FILING DATE
NORTH
1^71\~ _-
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CURVE TABLE
CURVE LENGTH RADIUS DELTA CHORD BRG CHORD
C8 323.51' 906.00" 20"27" 32" N11"56'32"'E 321.79'
C10 247.S3' 644.00' 22'01'22" N11'09"37"'E 246.01'
C17 106.07' 728.00' 8"20'53"' N1r19'08"'W 1 OS.98'
C20 179.02t 728.00' 14"OS'56" N14'27'09t,W 178.69'
C26 86.01 ' 1238.50' 3.S8t 45t, N89"S6'11"W 85.99'
C27 63.88' 147.50' 24"48'56tt S79.38' 43"W 63.39'
C28 208.00' 160.50' 74"15'13" N75"38'09"'W 193.75'
C41 65.36t 118.50' .31.36t01 " N81.46'39ttW 64.53'
C48 151.03' 146.50' 59"04'07" N68"02t 36 ttw 144.43'
C49 306.55' 858.50' 20.27t 32t. N11.S6t 32"E 304.92'
CSO 265.79t 691.S0' 22"01 t22"' S11"09t37"'W 264.16'
C124 79.77t 1213.50' 3"45'58"' N89.49' 48"W 79~7S'
C125 74.7f 172.50t 24.48'S6" N79"38' 43ttE 74.13"
C126 17S.60' 135. sot 74"15'13t, N7S"38t09"W 163.57'
C127 176,81' 171.50' 59'04'07" N6.8.02t36"W 169.08'
C128 52.38' 93.50' 32"05'43" N81"31' 48"W 51.69'
C129 2'S.41 ' 728.00' 02.00'00" N12'08'41"W 2S.41 '
C139 85.90' 906.00' 5.25tS711 N19.27t19"E 85.87"
'- ,/
EXPIRES 12/31/ OC}
TAX MAP 17-03-22 TAX LOT 3400
,
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LINE
L3
L14
L15
L16
L17
L18
L19
L20
LINE TABLE
LENGTH
28.54'
18.00'
44.13'
42.70t
41.91"
20.00t
20.02'
146.34'
"I CERru"i THAT THIS SURVEY
WAS PREPARED USING HP
PRODUCT #51640A ON
CONTINENTAL #JPC4M2
POLYESTER FILM."
\
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I '- (J;:<Oj "'? . .. .5 ~
C128 ' " ~
\-~-'--!~
\ DETAIL 'B'
" PRIVATE SANITARY
, SEWER EASEMENT /"
............... NOT TO SCALE /'
--- -----
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50
o
25
50
100
SEE DETAIL "B" ON THIS SHEET
N64000'00"W
122.63'
INCH = 50 FEET
LOT 7
RIVERBEND, PHASE II
~ ---l
NMOB (NSC)
BUILDING FOOIJ:'.t<.INT
PARCEL 2
56.056 ACRES
BEARING
N21.30'30"W
522.10'18"W
S22'10t18"W
S22.10'18ttW
S22.10'18"W
S67"49' 42t'E
S70.0S'18"E
SOO.29'24"W
RIVER FRONT LOT AREA HAS BEEN
CALCULATED TO THE ORDINARY
HIGH WAl!tJJ:<. MARKS SHOWN HEREON.
N25059t58"E
65.00'
N64000'OO"W
7.00'
.lVS<9o
l~,
~ "1 "tv
SOO
.O~,
S64000'OO"E
177.68'
~ N26000'OO"E
21.33t
S64000'OO"E
7.17'
N26000t 11 "E
65.00'
S26000100".W
14.33'
S64000100"E
61.83'
PARCEL 2
56.056 ACRES
RIVER FRONT LOT AREA HAS BEEN
CALCULATED TO THE ORDINARY
HIGH WAn~.iK MARKS SHOWN.
PUBLIC UTILITY EASEMENT NOTE:
NO BUILDING, STRUCTURES, TREES, SHRUBBERY OR
OTHER OBSTRUCTION SHALL BE PLACED ON OR IN A
PUBLIC UTILITY EASEMENT.
LOT 6
RIVERBEND,.PHASE II
EASEMENT TABLE (PER RIVERBEND PHASE 10
(E1) - 25.00 FOOT WIDE PUBLIC TRAIL EASEMENT
(E2) - 14.00 FOOT WIDE PUBLIC UTILITY EASEMENT
(E3) - 8.00 FOOT WIDE STREET TREE/STREET LIGHTING EASEMENT
(E4) - 10.00 FOOT WIDE PUBLIC UTILITY EASEMENT
(E6) - 20.00 FOOT WIDE PUBLIC UTILITY EASEMENT
(E7) - 25.00 FOOT WIDE PUBLIC TRAIL EASEMENT
(E20) - PRIVATE SANITARY SEWER EASEMENT
LEGEND
o DENOTES SET 5/8" X 30" IRON ROD W /YPC MARKED t1KPFF INC."
. DENOTES 5/8" x 30" IRON ROD W / YPC MARKED "KPFF INC." PER RIVERBEND, PHASE II
.. DENOTES 1-1/8" DIAMETER BRASS CAP MARKED "KPFF INC." PER RIVERBEND, PHASE II
STJ DENOTES ST. JOSEPH PLACE STATION
RVB DENOTES RIVERBEND DRIVE STATION
BVL DENOTES BALDY VIEW LANE STATION
W / DENOTES WITH
YPC DENOTES YELLOW PLASTIC CAP
NOTE:
[1] MEASURED BEARINGS AND DISTANCES THE SAME AS
RECORD PER CSF 39813, EXCEPT WHERE OTh~KWISE
NOTED.
I
fj?1
46+00 Of
/1-
I
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MATCH LINE I
- SEE SliEET
3 OF: 7
.....:......'.' ....:............. .... .Consultintl. Engineers
. tIP. 1ft st<< Fifth A~ Site 250{).PortIand, (R 97204-3628
. . {503} 227-8251 QviI Fax (50S) 274-4681
PorllIInd Sea'. LOB AfIII#I/U .., F,..,..co San.., PhOflllbc Irvine Vk,**
CITY OF SPRINGFIELD CASE NO, SUB 2008-00043
JOB NO. 301140.36
SHEET 2 OF 8
1 3 2008
- LAND PARTITION PLAT NO.
NORTH
SCA_t
50
o
50
25
1 INCH
= 50 FEET
"-
,
~
"I CERnlif THAT THIS SURVEY
WAS t'.Kt!It'AREDUSING HP
PRODUCT #51640A ON
CONTINENTAL #JPC4M2
POL YES l.li.K FILM. II
~
"
REGISTERED
PROFESSIONAL
LAND SURVEYQIi~. _
-\~
GON
JU 20, 2001
. DANNY M. DENNING
5~640 ~
EXPIRES 12/31/ 09
TAX MAP 17-03-22 TAX LOT 3400
.,
100
LOT 6
RIVERBEND,. PHASE II
..........
~
C.t1J?D/}l
~L WilY
-------
.........
-
PEACEHEALTH PARTITION
REPLAT OF WT 8, RIVERBEND PHASE II, LOCATED IN THE NE ONE QUARTER OF SECTION 22 AND THE
NW ONE QUARTER OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAME'ITE MERIDIAN,
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
NOVEMBER 2008
.MATCH LINE .
-SEE SliE~
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I I
II !
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ill t!
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tg+ 21+00 ~ I
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47.50' I !
i 47.50' I
120+00 !
f I
I !
f I
t !
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I !
t I
1- 19+00 ~
I (E4)
t I
- f I
.MATCH LINE . I
- SEE Sli~ I
"'!./J[40F~
21 +97 .24 (RVB)
15+44.01 (CDW)
WT5
RIVERBEND, PHASE n
J CITY OF SPRINGFIELD CASE NO, SUB 2008-00'043
PARCEL 2
56.056 ACRES
RNER FRONT LOT AREA HAS BEEN
CALCULATED TO THE ORDINARY .
HIGH WKf.li.K MARKS SHOWN.
I
RECORDED
LANE COUNTY SURVEYORS OFFICE
DATE:
COUNTY CLERK
C.S. FILE NO.
BY:
FILING DATE
PUBLIC UTILITY EASEMENT NOTE:
NO BUILDING, STRUCTURES, TREES, SHRUBBERY OR
OTHER OBSTRUCTION SHALL BE PLACED ON OR IN A
PUBLIC UTILITY EASEMENT.
NOTE:
[I} MEASURED BEARINGS AND DISTANCES THE SAME AS
RECORD PER CSF 39813, EXCEPT WHERE OTHERWISE
NOTED.
EASEMENT TABLE (PER RIVERBEND PHASE 10
(E4) - 10.00 FOOT WIDE PUBLIC UTILITY EASEMENT
CURVE TABLE
CURVE LENGTH RADIUS DELTA CHORD BRG CHORD
C10 247.53' 644.00' 22'01 '22" N11.09'37"E 246.01 '
C11 102.57' 666.00' 8'49'26" N04'33'39uE 102.4 7'
C50 265.79' 691.50' 22'01 '22" S11.09'37"W 264.16'
C55 95.25' 618.50' 08'49'26" N04.33'39"E 95.16'
LEGEND
. DENOTES 5/8" x30" IRON ROD W/ YPC MARKED "Kt-J;l~ INC." PER RI\t~KBEND, PHASE II
A DENOTES 1-1/8" DIAMETER BRASS CAP MARKED "KPFF INC." PER RIVERBEND, PHASE n
CDW DENOTES CARDINAL WAY STATION
RVB DENOTES RIVERBEND DRIVE STATION
W / DENOTES WITH
YPC DENOTES YELWW PLASTIC CAP
..J_.. .../.-:'. ..".. Consultinl1 Engineers
.-. ... 111 SIM Fdth A~ Site 2500 Portland. a:197204-3628
... .... ....' .. .. .. ... (503) 227--3251 CM Fax (503) 274-4681
PortlMd SlMt. LOB AnIM/tMI .. F,~ s.n DItIs10 Phoenix l,vIM MI'.(IiJI.t
JOB NO. 301140.36 SHEET 3 OF 8
13
- 'LAND PARTITION PLAT NO.
t:::t
!JJ
~
lr)~
S r::t
~~
I
~
/
.;~ " /
XOO/
/
/
/
/ ~42.S2'02"W
/ 3.18'
LOT 4
RIVERBEND, PHASE n
"I CERTIFY THAT THIS SURVEY
WAS PREPARED USING HP
PRODUCT #51640A ON
CONTINENTAL #JPC4M2
POLYESTER FILM."
/'
REGISTERED
PROFESSIONAL
LAND SURVEYO~,~,
'"
aN
I:: 20. 2001
ANNY M. DENNING
56640 ~
EXPIRES 12/31/09'
TAX MAP 17-03-22 TAX LOT 3400
"
CURVE
C57
C59
. C60
C61
C62
C63
C64
C65
C86
C87
C88
C89
C90
C91
C92
C93
C94
C95
C96
C118
C137
LENGTH
633.88'
346.14'
16.61'
36.91 '
185.05'
158.67'
90.75'
241.91'
259.72'
64.52'
189.30'
171.45'
151.44'
408.44'
115.82'
50.58'
140.05'
418.78'
176.11 '
573.10'
316.15'
NORTH
seA _ :
50
o
25
50
1 IN CH =
50 FEET
CURVE TABLE
RADIUS DELTA CHORD BRG CHORD
428.50' 84 -45'29JJ N51-21 '07"E 577.56'
476.00' 41-39'51" N99'48'18"E 338.56'
476.00' 1'59'59" N49'38'14"E 16.61 '
67.50' 31-19'50" N27-12'07"E 36.45'
318.50' 3S28'08" N15-58'22"E 183.42'
129.50' 70~12'04" N34 -20' 20"E 148.93'
86.50' 60-06'31" N39-23'06JJE 86.64'
339.50' 40-49'33" S29-44'36"W 236.82'
364.50' 40-49'33" S29-44'36"W 254.26'
61.50' 60-06'31" S39-23'07"W 61.60'
154.50' 70-12'04" S34'20'20"W 177.68'
293.50' 33-28'08" S15-58'22"W 169.02'
153.50' 56'31 '41" S60'58'17"W 145.38'
987.50' 23-41 '54" N78-54'56uW 405.54'
119.50' 55-3f47" N39'18'06uW 111.34'
92.50' 31-19'50" N2T12'07"W 49.95'
144.50' 55-3f 47" S39-18'06"E 134.63'
1 012.50' 23-4fs4" S78-54'S6"E 415.80'
178.50' 56'31' 41 u N60-S8'17"E 169.0S'
2914.60' 11-15'58" S34'04'01"W 572.17'
1 004.85' 18-01'36" S19-25'14"W 314.85'
LINE
L21
L22
L23
LINE TABLE
LENGTH
186.29'
220.55'
282.22'
BEARING
N08'49'33"E
N20-42'23"E
N29'49'52JJE
-'-.
C91 -'-'_'_
-.
C95
. '"""'-- . ---. .
-'-
CITY OF SPRINGFIELD CASE NO, SUB 2008-00043
RECORDED
LANE COUNTY SURVEYORS o FmCE
DATE:
C.S. FILE NO.
MATCH LINE
~E SIfE
. . I ~3 OF7
~
T I /
- ./ I
~ f.,.. I
WI E ~ I
~-I.O ~ I
t:f 18+00 I
CX)I Q ~ I
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. . .88 I (E4)
. I
1 I
f 17+00 /
I I
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I 1
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I I
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o 'O..f. I
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to...) I
~ 7//
/ /
/
/
I
/
I
/
/
/
L S42052'02"E
3.18'
PEACEHEALTH PARTITION
REPLAT OF LOT 8, RIVERBENDPHASE II, LOCATED IN THE NE ONE QUARTER OF SECTION 22 AND THE
NW ONE QUARTER OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAME'ITE MERIDIAN,
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
NOVEMBER 2008
COUNTY CLERK
BY:
FILING DATE
100
McKENZIE RIVER. ~ '~<1n .
CONSERVATION EASEMENT. / 0.l:t
REC.tlil"'dON NO. 2005-064895 / / I.' ., -l./4r~ ...
1 &~~
I / . &~~
/; . I / "~li:li:l'
I I '1 So
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McKENZIE RIVER I /. I /
RIPARIAN AREA BOUNDARY A I / I i
I I I .
I I . / I
I I -11 .
I~ I .I f .
11\0' I I .~
/ '" / 1:. I 11!:7J
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.-.-...--.-.-.+.-.-- ~ ~ to.
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560.62' , i
I
I
,
I
I
PARCEL 2
56.056 ACRES
. RIVER FRONT LOT AREA HAS BEEN
CALCULATED TO THE ORDINARY
HIGH WATER MARKS SHOWN HEREON.
LEGEND
. DENOTES 5/8" x 30" IRON ROD W / YPC MARKED "I\..t"lf~' INC." PER RIVERBEND, PHASE II
'1i DENOTES 1" x 33" t'lt'Jji WITH 3-1/4" ALUMINUM CAPS MARKED "McKENZIE RIVER RIPARIAN
AREA" PER RIVERBEND, PHASE II
DENOTES 1-1/8" DIAMETER BRA.SS CAP ~D "KPFF INC." PER RIVERBEND, PHASE II
DENOTES WITH
A
W/
YPC
I
'>~
..~ ,,0,
o~~0'
.;? fl;)C
co
I
DENOTES YELLOW PLASTIC CAP
t
~ I
~.
0/ ~
l
r
THIS IS A DIRECT TIE
FROM THE END OF THE SPRING
SLOUGH COURSE AND THE
SOUTHEAST CORNER OF THE PLAT
EASEMENT TABLE (PER RIVERBEND PHASE 10
(E4) - 10.00 FOOT WIDE PUBLIC UTILITY EASEMENT
(E7) - 25.00 FOOT WIDE PUBLIC TRAIL EASEMENT
~ ORDINARY HIGH WATER LINE
PUBLIC UTILITY EASEMENT NOTE:
NO BUILDING, STRUCTURES, TREES, SHRUBB.tliKY OR
OTHER OBSTRUCTION SHALL BE PLACED ON OR IN A
PUBLIC UTILITY EASEMENT.
NOTE:
[1] MEASURED BEARINGS AND DISTANCES THE SAME AS
RECORD PER CSF 39813, EXCEPT WHERE OTHERWISE
NOTED.
~
~
~
~
~.
8
~
~ --....- * .-- .
&1
"k
~.
~~
~~
i
- THIS IS A DIRECT TIE
FROM THE END OF THE SPRING
SLOUGH COURSE AND THE
SOUTHEAST CORNER OF THE PLAT
.--. * ---.. . --..
~-._.-
----.--
I
I
../
I ..
I
I
I
I
J
61. 74'
VARIABLE WIDTH RIGHT OF WAY EASEMENT
TO USA (CORPS OF ENGINEERS)
PER VOL. 353, PAGE 232
;0 --. . .--.
N88010'40"W
I
\
LOT 4
RIVERBEND, PHASE II
~I
('I)
~I
&/
g/
I
II!I/J. .'.".' '.... Consultin/1 Engineers
· m S~ FdlhA~ Site 2500 PcrtIand, a:l97204-3628
.. '.'. ". . .. (503) 227-3251 CM Fax (503) 274-4681
PorIIMid s..IthI LOB AntItI/tNI ... F,Mt:I6fJO .." DifItJo PhtHllllx ,,,1/,,. WI'"
JOB NO. 301140.36
1
SHEET 4 OF 8
LAND PARTITION PLAT NO.
NORTH
seA _=
50
o
25
1 INCH
= 50.FEET
"I CERn~i THAT TIllS SURVEY
WAS PREPARED USING liP
PRODUCT#51640A ON
CONTINENTAL #JPC4M2
POLYESU.lK FILM."
/
"'
REGISTERED
PROFESS..IONA~~..
LAND SUR~~~
50
100
GON
JULY 20, 2001
DANNY M. DENNING
56640 ,I
EXPIRES 12/31/ o<j
_ TAX MAP 17-03-22 .TAX LOT 3400
"
PEAC~~:IEA="TH PARTITION
REPLAT OF LOT 8, RIVERBEND PHASE II, LOCATED IN THE NE ONE QUARTER OF SECTION 22 AND THE
NW ONE QUARTER OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAME'ITE MERIDIAN,
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
NOVEMBER 2008
EASEMENT TABLE (PER RIVERBEND PHASE In
(E7) - 25.00 FOOT WIDE PUBLIC TRAIL EASEMENT
PUBLIC UTILITY EASEMENT NOTE:
NO BUILDING, STRUCTURES, TREES, SHRUBBERY OR
OTHER OBSTRUCTION SHALL BE PLACED ON OR IN A
PUBLIC UTILITY EASEMENT.
NOTE:
[lJ MEASURED BEARINGS AND DISTANCES THE SAME AS
RECORD PER CSF 39813, EXCEPT WHERE OTHERWISE
NOTED.
PARCEL 2
56.056 ACRES
RIVER FRONT LOT AREA HAS BEEN
CALCULATED TO THE ORDINARY
HIGH WATER MARKS SHOWN HEREON.
/
(1Y
.
/
./
/'
/"
/"
/"
/'
/"
/"
/"
/"
)('
/'
/
/
.~; . ..?J'
I~ ~ '00'
.Q ? .
/
~
~
~j
~<v
I
~(j
r .
/
I
/
/
LEGEND
11.
CURVE
C65
C66
C67
C68
C69
C70
C81
C82
C83.
C84
C85
C86
C118
C138
BY:
RECORDED
DATE:
COUNTY CLERK
MATCH LINE - SEE SHEET 6 OF 7
-'
-
. (\4/
1>~ ~1,
:;~ ~~.
cf' (~p
/
LANE COUNTY SURVEYORS OFFICE
C.S. FILE NO.
FILING DATE
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
'y
\
\
\
\
.>
\ ......'
\.-......
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
TIllS IS A DIRECT TIE
FROM THE END OF THE SPRING
SLOUGH COURSE AND THE
SOUTHEAST CORNER OF THE PLAT . ~~~~<o
-a.~$~ \-0)0 '
~~9 .\-~,
~v~ ~~~ l%f>c
~ ~'t~ N~~ f>cl%0)
'S>~ ~ ~o ~o.
()d ~~'O 0 1\.\O~
t'}..(). CO~-.'(4f)~
~~ ~
MONUMENT TABLE
NO, DESCRIPfION
11 FND ~/4" ROUNDED BOLT W / WASHER "CONLEY 1979"
15 FND $/8" IRON ROD WI YPC "SKINNER & ASSOCIATES"
79FND 5/8" IRON ROD W/ YPC "BRANCH ENGR LS 1138"
80 FND 5/8" IRON ROD W / YPC "BRANCH ENGR LS 2609"
81 FND 5/8" IRON ROD W / NO CAP IN CONCRETE UP 0.10'
LENGTH RADIUS
241.91' 339.50'
112.95' 102.50'
127.19' 93.50'
262.60' 717.50'
234.64' 372.50'
94.84' 82.50'
66.10' 57.50'
250.39' 397.50'
253.45' 692.50'
161.20' 118.50'
85.40' 77.50'
259.72' 364.50'
573.10' 2914.60'
389.00' 1487.45'
CURVE TABLE
DELTA
40.49'33"
6S08'11 "
77"S6'22"
20'58'10"
36.05'27"
65.S2'00"
65.S2'OO"
36'05'27"
20'58'10"
77"56'22"
63.08'11 "
40.49'33"
11.15'58"
14.S9'03"
DENOTES 1" x 33" PIPE WITH 3-1/4" ALUMINUM CAPS MARKED "McKENZIE RIVER RIPARIAN
AREA" PER RIVERBEND, PHASE n
/,// f {\
#-/' ~s I ..
//$ '?!,,,~~ //~/:b:/tf ~~/ /@\
b L.-' c.
y;,.. / . -7" ~ . /
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CD
DENOTES FOUND MONUMENT AS NOTED IN FOUND MONUMENT TABLE
BVL
DENOTES BALDY VIEW LANE STATION
DENOTES FOUND MONUMENT ID NUMBER, SEE FOUND MONUMENT TABLE
W/
DENOTES WITH
,'~ '".
,f}..~ /
o'\; '\. /'
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/
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I //
McKENZIE RIVER ~ . c I /
RIPARIAN AREA BOUNDARY ,,-VI / y /"
I / /'
/ / /
~ /. ./
I / ./
I /~/
II /
I I /!
II i
McKENZIE RIVER ~ ~v
CONS11.KvATION EASEMENT if /
RECEPTION NO. 2005-064895 II i
r\1 I i
o~ I .
Y I \
~4;1 /
6~1 ~
t../ ~
+~ ~I
")/
I
'I ~
rV
~'/ t... I
<>.li:/ I .~ I
,~I - N5J021'52"W
0~1 50.12'
itl
~
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"-
"-
"-
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50.12' I ~ 1.Jv /' I
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MATCl:l LlN / /
E - SEE Sl:lEET 4 OF 7
YPC
DENOTES YELLOW PLASTIC CAP
CITY OF SPRINGFIELD CASE NO, SUB 2008-00043
CHORD BRG
S29.44'36"W
N18.35'171JE
N2S.S9'181JE
N54.28'24"E
N62'02'02IJE
N4r08'46"E
N4 7.08' 46"E
N62.02'02"E
N54.28'24"E
N25.S9'18"E
N 18'3S'17"E
S29.44'36"W
S34 '04'01 "w
S4r11'31"W
CHORD
236.82'
1 07.32'
117.61'
261.13'
230.78'
89.70'
62.52'
246.27'
252.03'
149.0S'
81.14'
254.26'
572.17'
387.89'
REF. #
NO RECORD
CSF 37510
CSF 29833
CSF 32308
CSF 5253
LINE
L24
L25
L26
L27
. L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
BRG, AND DIST.jSTATION
BVL 20+62.68 RIGHT 372.94'
BVL 19+67.21 HELD
BVL 20+19.77 RIGHT 223.96'
BVL 21+81.98 RIGHT 630.96'
BVL 21 +85.85 RIGHT 641.89'
LINE TABLE
LENGTH
130.01 '
36.42'
33.43'
41.17'
32.46'
126.72'
57.94'
67.97'
40.92'
91.97'
7S.27'
68.98'
79.45'
18.71'
BEARING
N34-59' 48"E
N04.42' 43"E
N07.29'26uW
N11.25' 48IJE
N30'01 'SO"E
N24.20'10uE
N37.33'13"E
N56.27'29"E
N72.01 '09"E
N57.38'32"E
N 47-44' 49"E
N40.46'10"E
N5r37'44"E
N32.43'38"E
. 11IfIrII, ..;~" .,if. .. . .. Cansu/tinD, En9. ineers
U~ 111 S~ Fifth A~ &ute 2500 PortJanct (R 97204-3628
..'. '., . .. ... ... (503) 227-3251 Civi Fax (503) 274-4681
PotIIMd SHttItI Los Ant1tIIH .." E,.,.co 8M DitI(Jo Phoenix I'. VIr'"
'\ 3 2008
JOB NO. 301140.36
SHEET 5 OF 8
PEACEHEALTH PARTITION
RECORDED
LANE COUNTY SURVEYORS .OFFICE
. LAND PARTITION PLAT NO.
DATE:
REPLAT OF LOT 8, RIVERBEND PHASE II, LqCATED IN THE NE ONE QUARTER OF SECTION 22 AND THE
NW ONE QUARTER OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMEIIE MERIDIAN,
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
NOVEMBER 2008
COUNTY CLERK
e.s. FILE NO.
BY:
FILING DATE
W/
YPC
DENOTES WITH
DENOTES YELLOW PLASTIC CAP
PARCEL 2
56.056 ACRES
RIVER FRONT LOT AREA HAS BEEN
CALCULATED TO THE. ORDINARY
HIGH WAl~J:{ MARKS SHOWN HEREON.
~ LOT 9
l:Jo
~~ RIVERBEND, PHASE II
~
~
~
(:)
'..Q
<A
NORTH
LEGEND
. DENOTES 5/8" x 30" IRON ROD W / YPC MARKED "Iu'lili. INC." .t'~J:{ RIV~J:<BEND, PHASE II
'1fJ.. DENOTES 1" x33"1-'1.t'~ WITH 3-1/4" ALUMINUM CAPS MARKED flMcKENZIE RIVERRlPARIAN
AREN' .t'.t!,t( RIVERBEND, PHASE II
. DENOTES FOUND MONUMENT AS NOTED IN FOUND MONUMENT TABLE
CD DENOTES FOUND MONUMENT ID NUMBER, SEE FOUND MONUMENT TABLE
BVL DENOTES BALDY VIEW LANE STATION
/'
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c,~~
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v~~; . \ \
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14.00' ~ S 24052'35" E . .......:.- U\ \ \ /
.............../' ...... 14.00' ,/ / .\ ~ \ \~ . /
I '................ ,/ / \ \ ~ \ /
<..... , / / 0 X \ rj)'\\:Jo /' / ----::::::: McKENZIE RIVER
.................... '~6'1oQ ,/,/ /,/ \6)(" \ \ ~.~ \ ~ ~'(;'~~SERVATIONEASEMENT
, , '0", 'j,t>; / ,/ ,/ / \ \ 'd>..\~. ('\, , / RECEPTION NO. 2005-064895 ,/
'- ~ " "~'-t <'. ",<],J:Y '" '" '" \ \ ~ l. \.. $. ,,~"/' /' /' /'
0<100.......... ...........18. (5' ~ ~ \ \ ~~)O_. ~ /
'00(;; i;'::- " ~a?1 '600~O/'" /' '1.A<c) \ \ . \ ~~ /' McKENZIE RIVER /
t'V .................... ~ 0/ / f},.\. \ \ ......-"""'. \ tj,\S / RIPARIAN AREA BOUNDARY ~ /
.................... /"'''''-;; ~ "'\ \ \ ?J~ '/
./9:-.......... / ...........00 \ \ \ ~~ y ~ I}.~ /
'0 (j;:; .......... .......... , / ~oOO \ \ / v/' .
. r' ,/ / 6',.~ . \ \ \ / VARIABLE WIDTH RIGHT OF / . ",..,. ~
EASEMENT TABLE (PER RIVERBEND PHASE II) .................... // \ \ \ \ // WAY EASEMENT TO us /~.,/
(E7) - 25.00 FOOT WIDE PUBLIC TRAIL EASEMENT \ /' / .
(E8) - 7.00 FOOT PUBLIC UTILITY EASEMENT / VOL. 353, PAGE 220 // .
(E15) - 20.00 FOOT WIDE PUBLIC TRAIL EASEMENT EXISTING 14.00' WIDE NATURAL GAS ~ \ . / ~ b C16. --;?
(E16)-VARIABLEWIDTHPUBLICTRAILEASEMENT EASEMENT RECEPTION NO. 2006-004903 \1)(00 \\ \~. \ // ~ <::>- ....,....;'/
~. / ...,........,.... / /
...."'-~~rt.a.., \ \ "........ .' / /
__b...$~\~~\96'D \ \ /, Y (E16) --' / C~''/'
~ ~v \.ro, \ \ / . -\- . /...,.... .
~-c~.:~ ...r..'0~~Abc \ \'y" 0~ . .... _ . _ . - . /...,....
~~\.9~~~ 1>A"7 \ \ /\ U ....... _' / ."-
(5~~~O~~~~~O' \ (\ \ ---. -" 1-' -' -' C77 . \--,././~...-
f},.O~O~~;:-<\C~~ . \ ~~ \ ' ..- -; /' '\
.....-<\C ~ \ 0 ~ \... ...,.... /
y.>' \ i\\J\ ~\ 0 ,/ /
\ ~\~\ \~ ",..,.. //
\ '^\\ /' /
\ z. \ . /' /
f:(,)(00~ ) \ \. / ~~/ ~
'\ 1,(:), \ \ \ / / "\ ~o
Qr:, b'\.)<' \ f\tx / / \: -?
~~f?)~./ \ \ t' u/' / / / / ~ ':\~'
/' \ \ ./ / .// .~,~~
\ \ / / /'
....~// \. .-\_1;12 ~. /
"<:;"/ \ ~l\ - - ,.~' / /
. \.v:\.)( . \ v(~ /
McKENZIE RIVER . ~ . "~ /' ~/ \ \ \ / \,<=). "6
CONSERVATION EASEMENT . ~~ /' / \ . \ / "~ ~ ,#?J
RECEPTION NO. 2005-064895 d~(j ./ / \ I \ ,<=)f?) ./ '\.
..:.s,.'r~ / . \ \ ,.:\. /
. ,,-/ \. \ / t:1A /
/ . \ I 0 \ ..:.s,.<j /
I \00 \. ,,-
C xU \ / /
/' ~I/ \9)(()() J\ i\/ /
McKENZIE RIVER / . \ ...r \
Klt'ARIAN AREA BOUNDARY / I \ /. \
// 1-S9_-_. /\ 1: \
. '\. / ::t--- )/ \.~ \
rx"' / /' /1' J\C) \
\.<j '/ v~ /. "'\ \
"~/ /' / f\ \
,('19 /./ ./' \ \
0\''\.'1'/ / ~; / ...
~~~ / d- ~b~ / / @ \
/ ~ / / '\. /6q,"" /
/ /' / /' ()
/ ./ / - . --\- . c(\, /
V>.~ / .? . -- . / .
, .-;7
/ ...-/
1kr.1:1'CH LlN ./
13: - SEE
SHeeT 5 OF' 7
MONUMENT TABLE
NO, DESCRIPfION
15 I FND 5/8" IRON ROD WI YPC "SKINNER & ASSOCIATES"
REF, # BRG, AND DIST,jSTATION
CSF 37510 I BVL 19+67.21 HELD
./
./
./
./
",..,.
./
./
",..,.
./
seA _ :
50
o
25
50
100
1 INCH
= 50 FEET
"
/
/
PUBLIC UTILITY EASEMENT NOTE:
NO BUILDING, STRUCTURES, TREES, SHRUBBERY OR
OTHER OBSTRUCTION SHALL BE PLACED ON OR IN A
PUBLIC UTILITY EASEMENT.
NOTE:
[1] MEASURED BEARINGS AND DISTANCES THE SAME AS
RECORD PER CSF 39813, EXCEPT WHERE OTHERWISE
NOl.t!,U.
~~r.y.
~'t\t,
~CV;-~
LINE
L36
L37
L38
L39
L40
L41
L42
L43
LINE TABLE
LENGTH
79.45'
18.71 '
60.29'
49.53'
38.49'
51.54'
53.78'
478.06'
BEARING
N57"37' 44ltE
N32"43'38ltE
N59~31' 25"E
N78"03'01"E
N13"24' 44ltE
N50"39'34ltE
584"54' 48"E
N55"42'29ltE
-
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
,
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
\
I
CURVE
C70
C73
C74
C75
C76
C77
C78
C79
C80
C81
LENGTH
94.84'
26.56'
218.37'
184.57'
181. 03'
97.31'
109.30'
57.96'
109.35'
66.10'
CURVE TABLE
RADIUS DELTA
82.50' 65.52'OOIt
282.50' 5'23'12ft
187.50' 66"43' 46ft
716.50' 14"45'33"
691.50' 14.59'58ft
1008.50' 5'31' 42ft
96.00' 65"14'05ft
259.98' 12.46'29ft
224.66' 27"53'17ft
57.50' 65.52'OOft
CHORD BRG
N4 7"08' 46ltE
N11"31'10ftE
542"13'08"W
N68"03'10"E
N67'55'57"E
N78'43'20ftE
555"19'33"E
N16"19'20"W
N03'26'OO"E
N47"08'46"E
CHORD
89. 70~
26.55'
206.24'
184.06'
180.51'
97.27'
103.49'
57.84'
108.27'
62.52'
"I CERulii THAT TillS SURVEY
WAS PREPARED USING HP
PRODUCT #51640A ON
CONTINENTAL #JPC4M2
POLYES1.t!,t( FILM."
REGISTERED
PROFESSIONAL
LAND SURyt;i
~ ~~
. I&~
~.GON .~
JULY 20, 2001
DANNY M. DENNING
56640 ~
EXPIRES 12/31/0 OJ
TAX MAP 17-03-22 TAX LOT 3400
"
--
..-
".,.". ...../ . ,. .. ,. . Consul. tinD En. gineers
_:l1li 1tf SW FtfIh A~ Site 2500 PortIant:t a1 97204-3628
. .. .',. . '. .... . .. (508) 227-8251 Civil Fax (503) 274-4681
Porl/and ..,. LOll AntItf/lIB 8M Fr~ San DIego Phoenix Irvine .....
CITY OF SPRINGFIELD CASE NO" SUB 2008-00043
JOB NO. 301140.36
SHEET 6 OF 8
1 3
LAND PARTITION PLAT NO.
P3ACE~~:~ALTH PARTITION
RECORDED
LANE COUNTY SURVEYORS OFFICE
DATE:
.REPLAT OF LOT 8, RIVERBEND PHASE II, LOCATED IN THE NE ONE QUARTER OF SECTION 22 AND THE
NW ONE QUARTER OF SECTION 23, TOWNS~IP 17 SOUTH, RANGE 3 WEST, WILLAMEfTl!; MERIDIAN,
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
NOVEMBER 2008
COUNTY CLERK
C.S. FILE NO.
BY:
FILING DATE
FND 5/8" IRON ROD W / YPC "BRANCH .ENGR LS 2609"
FND 5/8" IRON ROD NO CAP UP 0.30'
FND 5/8" IRON ROD W/ YPC "G.E.S. PLS 2280"
FND 5/8" IRON ROD W / YPC uG.E.S. PLS 228011
REF. # BRG. AND DIST.jSTATION
F-75jS-102 BVL 10+92.59 LEFf 24.83'
CSF 13213 HELD
F-75jS-1112 N 22042'29" W 0.12'
F-75jS-1112 N 71039'30" W 0.16'
. ".."..
MONUMENT TABLE
NO. DESCRIPTION
62
63
64
65
../
. ".."..
. ".."..
. ".."..
. ".."..
".."..
SEE DETAIL "All
ON SHEET 1
~
"~ ~\99 ;('
r1'?;\ r...1 .<0
:10\ I 'Ov
$6 "\\,~ ".."..
1''0 }. . ....... .
r"10\ ./
$6' .......
.......
.......
."""" .
I CURVE TABLE
CURVE LENGTH RADIUS DELTA CHORD BRG CHORD
C107 122.52' 635.00' 1 r03'18" N61.45'52"E 122~33'
C108 122.66' 585.00' 12'00' 48" N61'17'07"E 122.43'
C109 85.69' 262.00' 18.44'25" S34 '14' 48"E 85.31 '
C110 92.86' 312.00' 1 1'03' 08" 533"24'09"E 92.51 '
C115 226.04' 628.50' 20'36'24" 531'34'31"E 224.83'
C116 102.05' 312.00' 18.44'25" 534 '14'48"E 1 01.59'
.......
""""~\9'
....... ~1o'
.......
v~
LINE
L61
LINE TABLE
LENGTH I BEARING
7.03' I N01'35'51 "E
PARCEL 2
56.056 ACRES
RIVER FRONT LOT AREA HAS BEEN
CALCULATED TO THE ORDINARY
HIGH WATER MARKS SHOWN HEREON.
EASEMENT TABLE (PER R1VERBEND PHASE II)
(E4) - 10.00 FOOT WIDE PUBLIC UTILITY EASEMENT'
(E8) - 7.00 FOOT PUBLIC UTILITY EASEMENT
(E9) - TEMPORARY VARIABLE WIDTH PUBLIC SLOPE EASEMENT
(SEE NOTE 1, SHEET 1)
(E18) -15.00 FOOT WIDE PRIVATE STORM DRAIN EASEMENT
GRANTED TO PEACEHEALTH
~\)
CO~ n~~
~~ ~~'-.1
~~'\. ~O.
~~~-1\\O~
l~~ ~~~C~
tJ..~~ 96~'
~~~ \~,):
00 ~\) ~~~
rp.O. ~O~
O~
LOT 9
RlVERBEND, PHASE II
.PUBLlC UTILITY EASEMENT NOTE:
NO BUILDING, STRUCTURES, TREES, SHRUBBERY OR
OTHER OBSTRUCTION SHALL BE PLACED ON OR IN A
PUBLIC UTILITY EASEMENT.
NORTH
seA '__ :
50
o
25
50
too
N 67()17'3111 E
20.00'
INCH = 50 FEET
NOTE:
[1] MEASURED BEARINGS AND DISTANCES THE SAME AS
RECORD PER CSF 39813, EXCEPT WHERE OTHERWISE
NOTED.
"I CERTIFY THAT THIS SURVEY
WAS PREPARED USING HP
PRODUCT #51640A ON
CONTINENTAL #JPC4M2
POLYESTER FILM. II
/
'\
LEGEND
. DENOTES 5/8" x 30" IRON ROD W / YPC MARKED "K.t'llll' INC." PER RIVERBEND, PHASE II
. DENOTES FOUND MONUMENT AS NOTED IN FOUND MONUMENT TABLE
... DENOTES FOUND 5/8"x30" IRON ROD W /YPC MARKED "KPFF INC.", SET IN CSF 39772 (HELD)
CD DENOTES FOUND MONUMENT ID NUMBER, SEE FOUND MONUMENT TABLE
BVL DENOTES BALDY VIEW LANE STATION
W / DENOTES WITH
YPC . DENOTES YELLOW PLASTIC CAP
11lIf!In"I. . ..... ConsultinDEnglneers
Wu.lm SKI. Fifth A~~ Site 2500 Port/snc(, CR 97204-3628
(503) 227-8251 CivI Fax (503) 274-4681
PorlIatId S..". L_ Ange/tJs Stili F~ San DIttgo PhOtllllx /nine ~.
. JOB NO. 301140.36 SHEET 7 OF 8
./
EXPIRES 12/31/ &'9
TAX MAP 17-03-22 TAX LOT 3400
CITY OF SPRINGFIELD CASE NO. SUB 2008-00043
3
PEACEHEALTH PARTITION
RECORDED
LANE COUNTY SURVEYORS OFFICE
LAND PARTITION PLAT NO.,
DATE:
REPLAT OF LOT 8, RIVERBEND PHASE II, LOSATED IN THE NEONE QUARTER OF .SECTION 22 AND THE
NW ONE QUARTER OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETIE MERIDIAN,
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
NOVEMBER 2008
COUNTY CLERK
C.S. FILE NO.
BY:
FILING DATE
DECLARA TION
KNOW ALL PERSONS BY THESE PRESENTS, THAT PEACEHEALTH, A.wAsHINGTON NON-PROFIT
CORPORATION, DOES HEREBY CERTIFY THAT IT IS THE OWNER OF THE LAND AS HEREON
DESCRIBED AND DOES CAUSE THE PROPERTY TO BE PARTITIONED AND PLATTED IN
ACCORDANCE WITH THE PROVISIONS OF CHA1:"LlliR 92 OF THE OREGON REVISED STATUTES AS
HEREON SHOWN.
DECLARATION OF RECIPROCAL EASEMENTS, RECEPTION NUMBER:
SURVEYOR'S CERTIFICATE
I, DANNY DENNING, HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH
PROPER MONUMENTS THE LAND REPRESENTED ON THE MAP OF "RIVERBEND, PHASE II" LOT 8 SAID
LAND SITUATED IN THE NORTHEAST ONE QUARTER OF SECTION .22 AND NORTHWEST ONE QUARTER
OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMEu.t!.l MERIDIAN, CITY OF
SPRINGFIELD, LANE COUNTY, OREGON, MORE PARTICULARLY DESCRIBED AS FOLLOWS:
TOGETHER WITH
/'
REGISTERED
PROFESSIONAL
LAND SURVE . f?
"
BEGINNING AT THE INITIAL POINT MARKED BY A 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED
'CKPFF INC." MARKING THE MOST NORTHERLY CORNER OF LOT 8 OF RIVERBEND PHASE 2, SAID POINT
BEING ON THE WESTERLY RIGHT-OF-WAY LINE OF BALDY VIEW LANE AS DEDICATED ON SAID
RIVERBEND PHASE 2; THENCE SOUTHEASTERLY COINCIDENT WITH SAID WESTERLY LINE THE
FOLLOWING FOUR (4) COURSES AND DISTANCES:
1. SOUTH 24052'35" EAST 324.68 FEET TO THE BEGINNING OF A 312.00 FOOT RADIUS CURVE
CONCAVE NORTHEASTERLY; THENCE
2. SOUTHEASTERLY ALONG THE ARC OF SAID CURVE 102.05 FEET, THROUGH A CENTRAL ANGLE OF
18044'26", WITH A LONG CHORD OF SOUTH 34014'48" EAST 101.59 FEET TO THE BEGINNING OF A
262.00 FOOT RADIUS REVERSE CURVE CONCAVE SOUTHWESTERLY; THENCE
3. SOUTHEASTERLY ALONG THE ARC OF SAID CURVE 85.69 FEET, THROUGH A CENTRAL ANGLE OF
18044'25", WITH A LONG CHORD OF SOUTH 34014'48" EAST 85.31 FEET; THENCE
4. SOUTH 24052'35" EAST 282.30 FEET; THENCE
LEAVING SAID WESTERLY LINE NORTH 67017'31" EAST 268.22 TO THE BEGINNING OF A 635.00 FOOT
RADIUS CURVE CONCAVE NORTHWESTERLY; THENCE NORTHEASTERLY ALONG THE ARC OF SAID
CURVE 122.52 FEET, THROUGH A CENTRAL ANGLE OF 11003'18", WITH A LONG CHORD OF NORTH
61045'52" EAST 122.33 FEET, TO A POINT ON THE WESTERLY LINE OF LOT 9 OF RIVERBEND PHASE 2,
SAID POINT HEREINAFTER KNOWN AS POINT "B";THENCE COINCIDENT WITH SAID WESTERLY LINE
SOUTH 22042'29" EAST 430.93 FEET TO A POINT ON THE ORDINARY HIGH WATER LINE OF THE
MCKENZIE RIVER AS SHOWN ON U.S. ARMY CORPS OF ENGINEERS MAP MK 1-1-17, DATED MAY 2,
1947; THENCE COINCIDENTWITH..SAIDORDINAR.YHIGH:WATERLINE IN A SOUTHWESTERLY
DIRECTION 1887.02 FEET TO A POINT ON THE NORTHERLY LINE OF LOT 4 OF RlVERBEND PHASE 2,
WITH A LONG CHORD OF SOUTH 39045'39" WEST 1839.40 FEET FROM SAID LAST POINT; THENCE
LEAVING SAID ORDINARY HIGH WATER LINE COINCIDENT WITH SAID NORTHERLY LINE THE
FOLLOWING TWO (2) COURSES AND DISTANCES:
1. NORTH 88010'40" WEST 560.62 FEET; THENCE
2. NORTH 33043'23" WEST 252.35 FEET TO THE BEGINNING OF A 476.00 FOOT RADIUS
NON-TANGENT CURVE CONCAVE NORTHWESTERLY, FROM WHICH POINT THE CENTER OF ARC
BEARS NORTH 39021'46" WEST, SAID POINT BEING FURTHER DESCRIBED AS A POINT ON THE
EAS1~.KLY RIGHT-OF-WAY LINE OF RlVERBEND DRIVE AS DEDICATED ON RIVERBEND PHASE 2;
THENCE
SOUTHEASTERLY COINCIDENT WITH SAID WESTERLY LINE THE FOLLOWING NINE (9) COURSES AND
DISTANCES:
NORTHEASTERLY ALONG THE ARC OF SAID CURVE 346.14 FEET, THROUGH A . CENTRAL ANGLE OF
41039'52", WIm A LONG CHORD OF NORTH 29048'18" EAST 338.56 FEET; THENCE NORTH 08058'22"
EAST 477.57 FEET TO THE BEGINNING OF A 666.00 FOOT RADIUS CURVE CONCAVE WEST~KLY;
THENCE NORTHEASTERLY ALONG THE ARC OF SAID CURVE 102.57 FEET, THROUGH A CENTRAL
ANGLE OF 08049'26", WITH A LONG CHORD OF NORTH 04033'39" EAST 102.47 FEET; THENCE NORTH
00008'56" EAST 101.78 FEET TO THE BEGINNING OF A 644.00 FOOT RADIUS CURVE CONCAVE
EASTERLY; THENCE NORTHEASTERLY ALONG THE 'ARC OF SAID CURVE 247.53 FEET, THROUGH A
CENTRAL ANGLE OF 22001'22", WITH A LONG CHORD OF NORTH 11009'37" EAST 246.01 FEET; THENCE
NORTH 22010'18" EAST 354.03 FEET TO THE BEGINNING OF A 906.00 FOOT RADIUS CURVE CONCAVE
NORTHWESTERLY, SAID POINT HEREINAflT~R KNOWN AS POINT "A"; THENCE NORTHEASTERLY
ALONG THE ARC OF SAID CURVE 323.51 FEET, THROUGH A CENTRAL ANGLE OF 20027'32", WITH A
LONG CHORD OF NORTH 11056'32" EAST 321.79 FEET; THENCE NORTH 01042'46" EAST 278.85 FEET;
THENCE NORTH 46043'03" EAST 14.14 fl.t!.l.t!.lT TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF
ST. JOSEPH PLACE AS DEDICATED ON RIVERBEND PHASE 2; THENCE COINCIDENT WITH SAID
. SOUTHERLY LINE SOUTH 88016'43" EAST 477.41 FEET TO THE POINT OF BEGINNING.
TOGETHER WITH
COMMENCING AT POINT "A" REFERRED TO IN THE ABOVE DESCRIBED TRACT" SAID POINT BEARS
soum 13056'01" WEST 1249.25 FEET FROM THE NORTHEAST CORNER OF THE WILLIAM M. SLlliVENS
DONATION LAND CLAIM NO. 46 MARKED BY A 2-1/2" BRASS CAP STAMPED "LANE COUNTY
. SURVEYORS OflfllCE T17S R3W C45 C46 C14 1994" SET PER CORNER REPORT INDEX NO. 12677 FILED
IN THE LANE COUNTY SURVEYORS OFFICE; THENCE NORTH 81016'13" WEST 97.68 FEET TO A POINT
ON A LINE LYING 95.00 FEET NORTHWESTERLY OF AND PARALLEL WITH, WHEN MEASURED AT RIGHT
ANGLES TO, THE WESTERLY LINE OF LOT 8 OF RIVERBEND PHASE 2, SAID POINT BEING FURTHER
DESCRIBED AS A POINT ON THE WESTERLY RIGHT-OF-WAY LINE OF RlVERBEND DRIVE AS
DEDICATED ON SAID RIVERBEND PHASE 2, AND THE TRUE POINT OF BEGINNING OF THE HEREIN
DESCRIBED TRACT;THENCE SOUTHWESTERLY CONTIGUOUS WITH SAID WESTERLY LINE SOUTH
22010'18" WEST 271.98 FEET; THENCE LEAVING SAID WESTERLY LINE NORTH 58012'24" WEST 500.04
FEET TO THE BEGINNING. OF A 728.00 FOOT RADIUS NON-TANGENT CURVE CONCAVE
SOUTHWESTERLY, FROM WHICH POINT THE CENTER OF ARC BEARS SOUTH 82035149" WEST; THENCE
NORTHWESTERLY ALONG THE ARC OF SAID CURVE 179.02 FEET, THROUGH A CENTRAL ANGLE OF
14005'23", WITH A LONG CHORD OF NORTH 14026'53" WEST 178.57 FEET; THENCE NORTH 21030'30"
WEST 28.54 FEET; THENCE SOUTH 70005'18" EAST 619.71 FEET TO THE POINT OF BEGINNING.
COMMENCING AT POINT "B" REFERRED TO IN THE FIRST ABOVE DESCRIBED TRACT, SAID POINT
BEARS SOUTH 39056'12" EAST 1522.44 FEET FROM THE NORTHEAST CORNER OF THE WILLIAM M.
STEVENS DONATION LAND CLAIM NO. 46 MARKED BY A 2-1/2" BRASS CAP STAMPED "LANE COUNTY
SURVEYORS OFFICE T17S R3W C45 C46 C14 1994" SET PER CORNER REPORT INDEX NO. 12677 FILED
IN THE LANE COUNTY SURVEYORS OFFICE; THENCE NORTH 22042'29" WEST 51.03 FEET TO A POINT
ON THE NORTHERLY RIGHT-OF-WAY LINE OF THE FUTURE STREET DEDICA'f~U ON RIVERBEND
PHASE 2, AND THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED TRACT, SAID POINT
BEING FURTHER DESCRIBED AS THE BEGINNING OF A 585.00 FOOT RADIUS NON-TANGENT CURVE
CONCAVE NORTHWESTERLY, FROM WHICH POINT THE CENTER OF ARC BEARS NORTH 34043'18"
WEST; THENCE SOUTHWESTERLY COINCIDENT WITH SAID NORTHERLY LINE THE FOLLOWING THREE
(3) COURSES AND DISTANCES:
1. ALONG THE ARC OF SAID CURVE 122.66 FEET, THROUGH A CENTRAL ANGLE OF 12000'49", WITH A
LONG CHORD OF SOUTH 61017'07" WEST 122.43 FEET; THENCE
2. SOUTH 67017'31" WEST 204.11 FEET; THENCE
3. NORTH 67042'29" WEST 23.46 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF BALDY
VIEW LANE AS DEDICATED ON RIVERBEND PHASE 2; THENCE
COINCIDENT WITH SAID EASTERLY LINE. THE FOLLOWING TWO COURSES AND DISTANCES:
1. 24052'35 WEST 217.55 FEET TO THE BEGINNING OF A 312.00 FOOT RADIUS CURVE CONCAVE
SOUTHWESTERLY; THENCE
2. NORTHWESTERLY ALONG THE ARC OF SAID CURVE 92.86 FEET, THROUGH A CENTRAL ANGLE OF
17003'09", WITH A LONG CHORD OF NORTH 33024'09" WEST 92.51 FEET TO A POINT ON THE
SOUTHERLY LINE OF BALDY VIEW CONDOMINIUMS; THENCE
COINCIDENT WITH SAID SOUTHERLY LINE NORTH 67017'31" EAST 367.87 FEET; THENCE LEAVING
SAID SOUTHERLY LINE SOUTH 22042'29"EAST3E2:08 FEET TO THE POINT OF BEGINNING.
PEACEHEALm,
A WASHINGTON NON-PROFIT CORPORATION
BY:
MEMBER
ACKNOWLEDGMENT
STATE OF OREGON }
} SS
COUNTY OF LANE }
THIS CERufll1:!jS THAT ON mE DAY OF
200_, BEFORE ME A NOTARY' PUBLIC IN AND FOR SAID STATE AND COUNTY, PERSONALLY
At'J:'1!iARED PHILIP FARRINGTON, AS MEMBER OF~PEACEHEALTH, A WASHINGTON NON-PROFIT
CORPORATION
CONTAINING 2,475,029 SQUARE FEET (56.82 ACRES), MORE OR LESS
NOTARY SIGNATURE
NOTARY PUBLIC - OREGON
COMMISSION NO.
MY COMMISSION EXPIRES
NARRA liVE
THE PURPOSE OF THIS SURVEY IS TO PLAT AND MARK WITH PROPER MONUMENTS IN
ACCORDANCE WITH OREGON REVISED STATUTES CHAPTER 92 AND LOCAL ORDINANCES THE
PARTITION PLAT FOR "PARTITION OF RIVERBEND, PHASE II" AS GIVEN TENTATIVE At'.t'KOvAL BY
THE CITY OF SPRINGFIELD UNDER CASE NO. SUB 2008-00043. THE BASIS OF BEARING IS mE
. NORTHEAST AND NORTHWEST CORNERS OF THE WILLIAM Sn!ivENS DLC NO. 46, NORTH 88016t40"
WEST (GRID). THOSE FOUND POINTS IDENTIFIED ON COUNTY SURVEY FILE NO. 39772, LANE
COUNTY SURVEY RECORDS, BEARING SHOWN AS NORTH 89056'00" EAST.
THE BOUNDARY RESOLUTION FOR THE EXTERIOR BOUNDARY OF THE PEACEHEALTH PARTITION
IS AS SHOWN ON THE PLAT OF RIVERBEND PHASE 2, LANE COUNTY SURVEY RECORDS.
APPROV ALS
CITY PLANNING DIRECTOR
DATE
CITY SURVEYOR
DATE
LANE COUNTY ASSESSOR
DATE
"I CERTIFY THAT THIS SURVEY
WAS PREPARED USING HP
PRODUCT #51640AON
CONTINENTAL #JPC4M2
POLYESTER FILM."
GON
JUL 20, 2001
DANNY M. DENNING
" 56640 ./
EXPfRES 12/31/ tJ9
TAX MAP 17-03-22 TAX LOT 3400
CITY OF SPRINGFIELD CASE NO. SUB 2008-00043
"".", Consultlno Engineers
,... 111 SW Rfth A~ Site 2600 PortIarrI, a:l97204-8828
(5)3) 227-3251 eM Fax (503) 274-4681
PDrlIMId aN'" L()IJ A""",.. 8M FrMClst;o a.n DItIt10 PhotInIx IrrIntt ......
JOB NO. 301140.36 SHEET 8 OF 8
V 1 3