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RIVE.RBEND, PHASE II
LOCATED IN THE EAST HALF OF SECTION 22, NW QUARTER
SECTION 23, SE QUARTER SECTION 15, SW QUARTER SECTION 14,
TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMErl'~ MERIDIAN
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
APRIL 14, 2008
RECORDED
LANECOUNTYSURVEYORSOFmCE
DATE:
COUNTY CLERK
C.S. FILE NO.
SHEET INDEX
BY:
FILING DATE
SHEET 1: ENTIRE SITE, NOTES
SHEET 2: LOT 10, LOT 11
SHEET 3: LOT 1, LOT 7, LOT 11
SHEET 4: LOT 1, LOT 2, LOT 6, LOT 8
SHEET 5: LOT 2, LOT 5, LOT 6
SHEET 6: LOT 7, LOT 8, LOT 12
SHEET 7: LOT 6, LOT 7, WEST LOT 8
SHEET 8: LOT 5, LOT 6, LOT 8
SHEET 9: LOT 5, LOT 8
SHEET 10: SOUTH LOT 5, NORTH LOT 4
SHEET 11: EAST LOT 4, SOUTH LOT 4, LOT 8
SHEET 12: WEST LOT 4
SHEET 13: EAST LOT 8
SHEET 14: SOUTH LOT 9, EAST LOT 8
SHEET 15: LOT 8, CENTRAL LOT 9
SHEET 16: SOUTHEAST LOT 9
SHEET 17: EAST LOT 9
SHEET 18: NORTHEAST LOT 9
SHEET 19: NORTHWEST LOT 9
SHEET 20: NORTH LOT 9
SHEET 21: LAND USE ZONING MAP
SHEET 22: SURVEYOR'S CERTIFICATE, NARRATNE,
POST MONUMENTATION CERTIFICATE, REFERENCES
SHEET23:DECLARATION,ACKNOWLEDGEMENTS,~~KOVALS
1. ALL TEMPORARY PUBLIC SLOPE EASEMENTS SHALL BE EXTINGUISHED UPON ISSUANCE OF
CERTIFICATE OF OCCUPANCY FOR THE RESPECTNE LOT, IF THE LOT IS FIL:r~n SUCH THAT
THE SLOPES NO LONGER EXIST.
NOTES:
NO. DESCRIPTION
REF. #
IN 12677
IN 10764
BRG. AND DIST./STATION
HELD BVL STATION 0+00
HELD
1
99
FND 2" BRASS DISK "LANE COUNTY C45, C46"
FND 2-1/2" BRASS DISK "1994"
SCA~~
300
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NORTHWEST CORNER OF WILLIAM 'h'
STEVENS D.L.C. NO. 46
G~E FARM RD. E.
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SHEET 19
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2. PUBLIC TRAIL EASEMENTS SHALL INCLUDE RIGHTS AND PRMLEGES TO THE PUBLIC FOR
INGRESS/EGRESS, ALL CONSTRUCTION, MAINTENANCE (PRESENT AND FUTURE), AND
LIGHTING FOR SAID PATH.
3. THE FLOOD HAZARD BOUNDARY SHOWN HEREON IS A COMPILATION OF PREDEVELOPMENT
100 YEAR FLOOD ELEVATIONS FROM THE TWO FLOODPLAIN STUDIES SHOWING THE
GREATEST EXTENT OF POSSIBLE FLOODING (THE WORST CASE CONDITION). THE STUDIES ARE
THE FEMA FLOOD INSURANCE STUDY FOR LANE COUNTY DATED JUNE 2, 1999 AND THE
CORRECTED E.r.rv.,CTIVE MODEL (CEM) IN THE MCKENZIE RlVERFLOODPLAlN ASSESSMENT
PREPARED BY DAVID EVANS AND ASSOCIATES DATED NOVEMBER 6, 2002.
4. IMPROVEMENT AGREEMENTS HAVE BEEN SEPARATELY RECORDED AGAINST PARTICULAR
LOTS OF THIS SUBDIVISION. THE RECORDING NUMBERS ARE LISTED IN THE TABLE SHOWN ON
THIS SHEET. .
LEGEND:
NOTE 4 TABLE (SEE NOTE 4, THIS SHEET)
LOT DOCUMENT RECv.,.t'Tl0N NO.
8 IMPROVEMENT AGREEMENT
9 IMPROVEMENT AGREEMENT
8&9 IMPROVEMENT AGREEMENT FOR LOTS 8 & 9
ALL PUBLIC AREAS MAINTENANCE AGREEMENT
8 IMPROVEMENT AGREEMENT
1&2 IMPROVEMENT AGREEMENT
8&9 IMPROVEMENT AGREEMENT
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LINES (SHOWN DAS~D)
SEE REFERENCE NQTE 3
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1 BASIS OF BEARINGS \
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i\ ......_--'.' .r.1KM MAP FOR LANE
\~ i I COUNTY J?ATED JUNE2, 1999
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/II'!lII ConsuJting Engineers
111 sw F1fth A~ Suite 2400 PatIard; CR 97204-3628
(503) 227-3251 Civil Fax (508) 274-4681
Denver Eugene Los Angeles Pasadena Phoenix PorUand St Louis
Saclamento San Diego San Francisco Seattle Tacoma
JOB NO. 301140.78 SHEET 1 OF 23
5. THE EXTERIOR BOUNDARIES ON THIS PLAT AND THEIR MEASURED DIMENSIONS AS SHOWN
HEREON, ARE PER COUNTY SURVEY FILE NO. 39772.
6. THE PLATTED AREAS SHOWN HEREON ARE SUBJECT TO THE TERMS AND CONDTIONS IN
THE COVENANTS, CONDITIONS AND RESTRICTIONS, RECORDED APRIL 8, 2008, AS DOCUMENT
NUMBER 2008-019743
7. ~tt~R TO SHEET 13 OF 23 FOR PERMANENT MONUMENT OF SITE ELEVATION, PER CITY
REQUIREMENT.
~TAX MAP 17-03-15-4e TAX LOT 2200 I
r/
: TAX MAP 17-03-14. TAX LOTS 1200,1600& 1800
, TAX MAP 17-03-23-22. TAX LOTS 200-700
'TAX MAP 17-03-22. TAX LOTS 300,700-1400-
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PAR1 lTION
PLAT NO.
2002. P1627
SHE~ET4
LOT 2
LOT 6
ORDINARY
HIGH WATER LINE
DENOTES FOUND MONUMENT PER SN 4032~
DENOTES FOUND 5/8"x30" IRON ROD W/YPC MARKED "KPFF INC:', SET IN PARnnON PLAT
NO. 2006-P2030 (HELD)
DENOTES FOUND 5/8"x30" IRON ROD W /YPC MARKED "KPFF INC.", SET IN SN 39813 (HELD)
DENOTES FOUND 5/8"x30H IRON ROD W /YPC MARKED "KPFF INC.H, SET IN SN 39772 (HELD)
DENOT~S FOUND MONUMENT AS NOTED IN FOUND MONUMENT TABLE
DENOTES FOUND MONUMENT lD NUMBER, SEE FOUND MONUMENT TABLE
DENOTES SET 5/8"x30" IRON W / YPC ROD MARKED "KPFF INC."
POST MONUMENTED ON
DENOTES SET 5/8Hx30" IRON W / YPC ROD MARKED "KPFF INC."
DENOTES SET 1 "x33" PIPE WITH 3-1/4" ALUMINUM CAPS MARKED "McKENZIE RIVER
RIPARIAN AREA"
DENOTES WITH
DENOTES COUNTY SURVEY FILE, LANE COUNTY SURVEY RECORDS
DENOTES BRASS SCREW
DENOTES YELLOW. PLASTIC CAP
DENOTES GAME FARM RD. STATION
DENOTES BALDY VIEW LANE STATION
DENOTES ST JOSEPH PLACE STATION
DENOTES CARDINAL WAY STATION
DENOTES MARTIN LUTHER KING, JR. PARKWAY STATION
DENOTES INDEX NUMBER OF LANE COUNTY CORNER RECORDS
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PARCEL 2
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MALLARD AVE.
2006-032093
2005-048778
2006-090744
9654265
HI CERTIFY THAT THIS' SURVEY
WAS PREPARED USING HP
PRODUCT #51640A ON
CONTINENTAL #JPC4M2
POLYESTER FILM."
REGISTERED
PROFESSIO
LAND S
Date Received:
APR 1 4 20U8
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OriginalSubrrdttal
CITY OF SPRINGFIELD FILE NO.SUB2008-000
s \ye.> ~t:CJ <( - '060 \ C;
LEGEND:
RIVERBEND, PHASE II
LOCATED IN THE EAST HALF OF SECTION 22, NW QUARTER
SECTION 23, SE QUARTER SECTION 15, SW QUARTER SECTION 14,
TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETIE MERIDIAN
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
APRIL 14, 2008
RECORDED
LANE COUNTY SURVEYORS OFFICE
DATE:
. DENOTES FOUND 5/811x3011 IRON ROD W IYPC MARKED "KPFF INC.II, SET IN SN 39813 (HELD)
. DENOTES FOUND MONUMENT AS NOl.t!i.0 IN FOUND MONUMENT TABLE
CD DENOTES FOUND MONUMENT ID NUMBER, SEE FOUND MONUMENT TABLE
o DENOTES SET 5/8"x30" IRON W/ YPC ROD MARKED "KPFF INC."
POST MONUMENTED ON
P DENOTES SET 5/8"x3011 IRON WI YPC ROD MARKED "K.t'!4!4 INC."
COUNTY CLERK
C.S. FILE NO.
BY:
FILING DATE
III CEKuFY THAT THIS SURVEY
WAS PREPARED USING HP
PRODUCT #51640AON
CONTINENTAL #JPC4M2
POLYESTER FILM."
NORTH LINE OF WILLIAM M. -.
STEVENS D.L.C. NO. 46
BASIS OF BEARINGS
S88016140"E
/ REGISTERED
PROFESSI
LAND R
j(JJ~
. ()REGON ,. ,. U
JU ( 20, 2001
DANNY M. DENNING
, 56640 /
EXPIRES 12/31/01
CURVE
C3
C130
CI3l
LENGTH
18.03'
7.01'
15.46'
CURVE TABLE
RADIUS DELTA
458.00' 2015'2111
458.00' 00052'35"
458.00' 01056'04"
CHORD BRG
N89024'20llW
S89001'42"W
S87037'22"W
CHORD
18.03'
7.01'
15.46'
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S88016'~0"E 170.27'
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(<1 !'l ~ .... j (E37) 25.00' WIDE PUBLIC (E3I) FOR DIMENSIONS _ - -. \
~ N ~:6 ~ STORM DRAINAGE EASEMENT LOT 11 SEE SHEET 3 ~ ,/ / '~
\0 ~ ~ / V ~ I. 3.749 ACRES:I: ~,/ . \
l/) :g _ I \0 I V ,/ ..".- - \
N24050'56"W 8 ~L.. ~; ,/ ,/ " , \
40 39' Z ^' 0 II.'- ,/ ,/ ,/ ,/ \ \ \
. S88013'23"E 347.61' '56' / / '\-0-: Z N 39027'26" W ,/ ,/ ,/ ,/ .
338.60' ~. \ \ I 24.58' ,/,/ , . ,/ \
---------------------------.----------::~ - ! I-------.-----------/--'----~--------- " ~~
FOUND MONUMENT TABLE: S 5~;;i.5" w \ MATCH LINE SEE SHEET 3 ./../'" /" ,/' N20.0~A~;~~ \ \- Sr~~~.9"W
\ ,/ ,/ ,/ _ \ ----z \( S . S27029'54"E
REF. # BRG. AND DIST./STATION /,/,/ ,/,/,/ N2702~~:~': \-'\ \\ C3 (1'1 13.55'
N77010'28"EO.16' ~r-c;o/ =18.6'3
HELD
S 06044123" W 0.23'
N 83046'46" E 25.09'
N 63012'25" E 0.15'
N 51010'04" E 0.11'
S 86006'15" E 0.08'
S 78021'19" E 0.14'
. S 11019'28" EO.11'
S 32052'05" E 0.341
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1.095 ACRES:I: TAX LOT 1800
EASEMENT TABLE:
(EI9) - 14.00 FOOT WIDE PRIVATE STORM DRAIN EASEMENT
(E37) - 25.00 FOOT WIDE PUBLIC STORM DRAINAGE EASEMENT
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100
TAX LOT 42500
N90000'OO"E 170.78' I.@ 888013'23"E 137.31'
,~" 14.00'
NOOOOO'OO"E--/""] IL. _.._.._.._. _.._.._. _.._.._
14.001 , N88013'23"W 128.47'
S90000'00"W
13.78'
.@
1 INCH
= 50 FEET
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TAX LOT 400
SURVEYOR'S CERTIFICATE
POINT "A"
TAX LOT 600
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35.00'
NO. DESCRIPTION
- I ." " I I I
-TAX MAP 17-03-15-4. TAX LOT 2200
c TAX MAP 17-03-14. TAX LOTS 1200, 1600 & 1800
- TAX MAP 17-03-23-22. TAX LOTS 200-700
-TAX MAP 17-03-22. TAX LOTS 300,700-1400
22
23
24
25
41
42
56
57
84
85
FND 5/8" IRON ROD W / YPC "SKINNER & ASSOCIATES"
FND 5/8" IRON ROD NO CAP FLUSH WITH GROUND
FND 5/8" IRON ROD W / YPC "SKINNER & ASSOCIATES"
FND 5/8" IRON ROD NO CAP FLUSH WITH GROUND
FND 5/8" IRON ROD NO CAP FLUSH WI GROUND
FND 5/8" IRON ROD NO CAP FLUSH WI GROUND
FND 5/8" IRON ROD NO CAP DOWN 0.30'
FND 5/8" IRON ROD NO CAP DOWN 0.40'
FND 5/8" IRON ROD WI YPC "SKINNER & ASSOCIATES"
FND 3/4" IRON l'lt'~ DOWN 0.201
SN 37241
SN 33855
SN 37211
NO RECORD
SN 37502
SN 37502
SN 20782
SN 20782
SN 37502
SN 12595
..
NOTE:
THE EXTERIOR BOUNDARIES ON THIS PLAT AND THEIR MEASURED DIMENSIONS AS SHOWN
HEREON, ARE PER COUNTY SURVEY FILE NO. 39772.
t~~
APR 1 4 2008
~ Consultmg Engineers
111 sw Frfth A~ Suite 2400 Portland, OR 97204-3628
(503) 227-3251 Civil Fax (503) 274-4681
Denver Eugene Los Angeles Pasadena Phoemx Portland 81. Louis
Sacramento San Diego San Francisco Seattle Tacoma
Date Received:
CITY OF SPRINGFIELD FILE NO. SUB2008-00o.
JOB NO. 301140.78
SHEET 2 OF 23
3. ;Y;IICll~ Q,,,,L.. D;U~I
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LEGEND:
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seA.:
50
o
25
50
100
1 INCH = 50 FEET
EASEMENT TABLE:
- (El) - 25.00 FOOT WIDE PUBLIC TRAIL EASEMENT
(E2) - 14.00 FOOT WIDE PUBLIC UTILITY EASEMENT
(E3) - 8.00 FOOT WIDE STREETTREE/STREET LIGHTING
EASEMENT
(E4) - 10.00 FOOT WIDE PUBLIC UTILITY EASEMENT
(E5) - 14.00 FOOT WIDE PUBLIC STORM DRAINAGE
EASEMENT
- (E6) - 20.00 FOOT WIDE PUBLIC UTILITY EASEMENT
(E9) - TEMPORARY VARIABLE WIDTH PUBLIC SLOPE
EASEMENT (SEE NOTE 1, SHEET 1)
(E19) - 14.00 FOOT WIDE PRIVATE STORM DRAIN
EASEMENT
(E30) - VARIABLE PUBLIC STORM DRAIN EASEMENT
(E31) - LOT 11 TEMPORARY PUBLIC ACCESS EASEMENT:
20.00 FOOT WIDE TEMPORARY PUBLIC ACCESS
EASEMENT ACROSS LOT 11, PROVIDING ACCESS FROM
THE SITE ACCESS DRIVEWAY ON ST. JOSEPH PLACE TO
THE PUBLIC STORM DRAINAGE EASEMENT (E30) AT THE
WEST SIDE OF LOT 11. THE ALIGNMENT OF THIS
EASEMENT SHALL BE TEMPORARY PRIOR TO SITE
DEVELOPMENT OF LOT 11. THIS TEMPORARY EASEMENT
SHALL AUTOMATICALLY EXTINGUISH UPON DEDICATION
OF A PERMANENT EASEMENT WITH A FIXED ALIGNMENT.
THE FIXED ALIGNMENT SHALL BE DEVELOPED
CONCURRENT WITH FUTURE SITE PLAN PERMITTING
AND THE ALIGNMENT SHALL BE RECORDED PRIOR TO
ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY
(E32) - 30.00 FOOT WIDE PUBLIC TRAIL EASEMENT
(E33) - 20.00 FOOT WIDE SLOPE EASEMENT
(E37) - 25.00 FOOT WIDE PUBLIC STORM DRAINAGE
EASEMENT
----
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"I CERTIFY THAT THIS SURVEY
WAS PREPARED USING HP
PRODUCT #51640A ON
CONTINENTAL #JPC4M2
POLYESTER FILM."
/
"
YOR
,!
M~
OREGON .. · ~
ULY 20. 2001
DANNY M. DENNING
56640 ./
EXPIRES 12/31/(6)
/
RIVERBEND, PHASE II
LOCATED IN THE EAST HALF OF SECTION 22, NW QUARTER
SECTION 23, SE QUARTER SECTION 15, SW QUARTER SECTION 14,
TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETIE MERIDIAN
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
APRIL 14, 2008
RECORDED
LANE COUNTY SURVEYORS OFFICE
DATE:
COUNTY CLERK
C.S. FILE NO.
DENOTES FOUND 5/8"x30" IRON ROD W/YPC MARKED "KPFF INC.", SET IN SN39772 (HELD)
DENOTES FOUND 5/8"x30" IRON ROD W/VPC MARKED "KPFF INC.", SET IN SN 39813 (HELD)
DENOTES FOUND MONUMENT AS NOTED IN FOUND MONUMENT TABLE
DENOTES F.QUND MONUMENT ID NUMBER, SEE FOUND MONUMENT TABLE
DENOTES SET 5/8"x30" IRON WI VPC ROD MARKED "KPFF INC."
POST MONUMENTED ON
DENOTES SET 5/8"x30" IRON WI VPC ROD MARKED "lu'lilf INC."
\ \
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pc == 22+87.63
I
~ ~ .....J. (E37) 25.00' WIDE PUBLIC I
~ - ~ r; fl;) STORM DRAINAGE EASEMENT LOT 11 6 ~ I
c;) N \0 \0 ~ ~ 'Q
\0 ~ :P I v ~ I - 3.749 ACRESi: ~ ~ I
:r:B OU(' ~,:t ~ ".'" 1
o Z':"O\ ". 1
z / ell:'--
S88013'23"E 347.61' \..- .....
rr;;:... /~ ~ N 39027'26" W ~$"'.i"o .\~ ~ 1
.-.... 338.60' ~ \ I 24.58' MATCH LINE SEE SHEET 2 ". 1):tQ<E>~ ".'" ts\~ \~\Q>1l' 0' II
-;;0;.'::"::-,7---....--------.... ------------S-;~;5/:-;,. - ~ J-----------------_-::.-:::----::::-.;~--------""""'f,,\~. \ 'f S683~~t;f \\1
....... ..:::............. 8 ~ --' ~?>~ ~ I
.....~ --. ....... .......... tJ.' 28.52' ". ". ~p
..... ... ... ~ ........ ....... ,'" .... .... j c \". ". ".
...... ................. ....... .... <:::) ~ _ \'!t-- ~ ~ ".
................. ....... ....... .... ~. N 0 \ ~ /''?i'".
............~ ....... 7~'~J<d "'" ~ 09 PUBLIC STORM DRAINAGE 1}.$).oo <1 ~o'!) ~ ".
.......,~ ....... / "....::::....~ n; EASEMENT AREA (E30) \ <r~P& ". ".'" \.~. 4'~" ~
...........~ ....... ......... <Plt'\ ". ~00"
... " ~". ". .......$~ ,,~ ,;;..'
.....~. 'l.... J LOT 11 '\ ". /' ". "fEMPORARY ~6~~~/Jj./,'
....... ....... ,..... N 29004'57" W Y' ".'" VARIABLE WIDTH . /'::
.', "', 3.749 ACRES:!:. 20.05 ~ // SLOPEEASEMENT~. ..'
....... , ........ (E31) Y (E9) /...
~ ." .... ,- ~ . . .-'"
...., ................., ,...., ,-'- ~~/., ~'\~
,g> 0 ......~ , , ....., \ ,- f,6 ).o?" ... ~ ..,. c\.$
~ ~ I..~ ~ ....,~, , '., -N 37048'56" E '- ,-'- \.~. ./ ~ ~
tf. a9-'<' ......~, , '. 3000''- f1\\.a. .,/ <6 ;"
3 . .....0., "..... ,- '-,,~ 60';". ~ -\/'"
~ '......., , ..... .......... ,- oftr1'$tJC ,,_~~ .,. \T /'
~ ..........~ , ~ X'., ,- ,-~ 1\ ~~./ '<bl ./ ....
....~ , y/ "-'K'- ./ /'
.,~ ~ 37048'56" W /' ./<--
& I-.... ......'X' ~.,. 30.00' r /' ~a
01' I.. ~ ft> .'.' ,., I ;' c;~ ~..
"'" ~<1aCf~ ~ .....~" ,'.,. N28012'46"E~' . ~~ ~
~ a./ ~ .'. ~".,>, 6440' .- -v
'.t4 ~').. .<./.. ^' ",,, ..... '. .
.......... 'I\"'(~. ~ ",,, ..... ",. /
',~" ~Uh. "-.'~~~, ,~~49;~,I~'~~"E/ ~ / :J+
....j....... ' l't-~b" "~" ".~., .j! ~cpOj // ~o~
,,' ^ 'C',~ ' ~ " ,. o~
, vQ ~ ". "L6 ,".. ~q ,
o .'...............', ~~o ~O x.O~ ',,, '. $ / ~",. "cp,t>"5
~~? ....." '" .~.# ~<oOj ...\ '. ~~-9.. -1'./'<00 ~~1,. ')<
~ " " ,,~""'t"/ ~)( cp\) "~
"'. , ~ ~3,;~~ 6'~ ~cpOj ~<b
....., , ~v/ ~ ~'?> ,q.
'....... " VA #/~ _ /;>- #' / .
" " "'&:' ^ ./ 389+93.49 MLf=/ ,.~ <f -L2 L1 .-
, " ~^ 10+00.00 ST~",cpOj 001 $ J
>,., " . ~~ '\ ;' ~o,,'\, P:) I l'17505&'3~". --.. . "'- .TEMPORARY
., " / # :: __..';58' VARIABLE WIDTH
"', ,,~)-. ,!:;~ \.'. 6. SLOPE EASEMENT _
.'." ~ r / 0 !:; .". \'. (E9)
, ..... :c;.~ ^ Cj 0 ~. \
." 6' \....? OX ~ ();j \'-
'.," (9.> ~ ~Oj ~ \ \.
". " .~ \ \ \
"'. " 6'_ N \~ \\
'.,. " ~ \)'" \, \ \ \
'.,. " <:>".>. \\ \ \
',. " \ \~\
,.,\ \ \
.'.,. '\ \)G
\ \ ~'b'
\\ \
\~ \ \ .... >(\)\)
.\ \ 9 >-
\\ \ \ ./.\'5 .
\. \
\V\
()G \ \
\.o~~, \. \
\ \
\ \
\ \
\. \
,
\. \
\. \
\. \
I - \ \
- g~ ,
, .q: r:cl L4' \
---~~~~--J--------------~l~--------~T&LmE~EsH~T4~
(E32) r _. _. -, - - _. _ .N88016'40"W ~53.9~~ '_. _. _ . '\\"
~... I ~ @ ._ 2265' ._._.L5~\ ~~
~ "; SO 1 o43'20"W..... ,:,._,,,, . 1 v=- '<b~
-- I 275 91 I ~ '~
14.00' S88016'40"E 425.58" ~?~
17.931 \
FOUND MONUMENT TABLE:
?
fB
---- ~
-+ f:il
~J~~ .
8 N. \, --...---..
o
N87034'37"W en ~
5.02' :. ~
\0
!t> g;
.q- . .
~ v
N (V)
o
NOTE:
'THE EXTERIOR BOUNDARIES ON THIS PLAT AND THEIR MEASURED DIMENSIONS AS SHOWN
HEREON, ARE PER COUNTY SURVEY FILE NO. 39772.
BY:
FILING DATE
SURVEYOR'S CERTIFICATE
POINT "A"
TAX LOT 600
N24050'56"W
/ 40.39'
00
\0
ci ~
~ M
00
8
.,.
i8
();j
f......
~
S50032'40"W J......
25.18'
T
&
q,'
t>>'
9'
$ \. .ft
y~~~ ,~.
~.. ""-N65051'~2"E'
.,~ 35.83
...~~
~
c\.. . (t'~
..,~\O
~<:>~ .
/.
CHORD BRG
N60019'52"E
N57059'46"W
S89024'20"E
S69029'44"W
S66052'14"W
S87058'09"W
N42036'06"W
S70037125"W
S12035'48"E
S30032'21"W
N29018'40"W
N56024'54"W
S87058'09"W
N16033'11"W
N52011'04"W
N63010'08"W
S88038126"W
S86033'49"W
NI4011'17"W
N14011'17"W
N69056'23"W
N69056'23"W
t,,;)
,...
.. +
o
10
\
I
/
I
/
/
,
\
\
CURVE TABLE
CURVE LENGTH RADIUS DELTA
Cl 144.10' 382.00' 21036'47"
C2 399.921 826.50' 27043126"
C3 18.03' 458.00' 2015'21"
C4 319.28' 458.00' 39056'30"
C5 231.291 382.00' 34041129"
C6 50.04' 382.00' 7030'22"
C12 687.26' 727.00' 54009'50"
C13 309.33' 420.00' 42011'52"
C14 87.07' 40.00' 124042'41"
CI5 23.48' 35.00' 38026'24"
C16 220.35' 828.00' 15014'53"
C18 431.21' 775.00' 31052'46"
C 19 55.021 420.00' j 7030'22"
C23 647.16' 775.00' 47050'41"
C123 14.00' 826.50' 00058114"
C124 314.51' 858.00' 21000'09"
C139 13.20' 458.00 1039'06"
C140 20.00' 458.00 2030'08"
C141 15.01' 40.00 21030'12"
C142 22.52' 60.00 21030'12"
C143 35.34' 22.50 90000'00"
CI44 66.76' 42.50 90000'00"
LOT 7
5.724 ACRESi:
~~/
~.
,"'Y .-,
~/o/
~ . n.'
rill .- ~'
~/
30.00'
~ 30.00'
::r (E32)
t...
(V)
ci
_0\
t-4
\
I
I
I
I
\
I
I
I
I
,
I
I
I
I
I
\
'~
<5' () \ 00
~~\ 9~J(
d'''G-. ,,\'5
",'I> .0
,...
\0
v+
18
lil
~= \0
~.~
N
~
o
en
LOT 1
3.006 ACRESi:
oc
0-...
r"
I:'--
LINE TABLE
BEARING
S40028'31"E
S49031129"W
N21 030/31 "W
S56004' 12"W
N56010'10"E
S76008'23"W
S24056'24"E
N03026' 11"W
S03026' 11"E
LINE
L1
L2
L3
L4
L5
L6
L7
L76
L77
DISTANCE
7.91
1.13
28.42
22.67
24.38
16.74
27.67
2.52'
2.52'
..
@>
,...
00
.. +
o
o
lil=
\0 -
(V) ~
- \0
I:'- .
0-0
o t-4
o t-4
en
'\
S$.o(j
\ $93JrOO (j
_ Q.O
,...
-...)
.. +
o
o
NO. DESCRIt'I'10N
26 FND 5/8" IRON ROD WI VPC "SKINNER & ASSOCIATES"
33 FND 5/8" IRON ROD NO CAP DOWN 0.201
54 FND 5/8" IRON ROD WI YPC "SKINNER & ASSOCIATES"
55 FND 5/8" IRON ROD NO CAP UP 0.10'
56 FND 5/8" IRON ROD NO CAP DOWN 0.30'
REF. #
SN 37160
SN 37813
SN 37241
SN 37160
SN 20782
BRG. AND DIST./STATION
GFR 19+ 17.68 RIGHT 30.00'
S 81031'38" E 0.11'
GFR 17+29.78 RIGHT 30.00'
GFR 18+40.03 RIGHT 30.00'.
S 86006'15" E 0.08'
I1I'!l:II ConsuJting Engineers
111 sw Fdth A~ Site 2400 Portlatd, OR 97204-3628
.. . d' . (503) 227-3251 CMI Fax (503) 274-4681
1: ~ate Receive Denver Eugene Los Angeles Pasadena Phoenix Portfana St. Louis
. Sacramento San Diego San Francisco Seattle Tacoma
APR 1 4 2U08
. JOB NO. 301140.78
-TAX MAP 17-03-15-4. TAXLOT2200
TAX MAP 17-03-14. TAX LOTS 1200, 1600 & 1800
TAX MAP 17-03-23-22. TAX LOTS 200-700
TAX MAP 17-03-22. TAX LOTS 300,700-1400 CITY OF SPRINGFIELD FILE NO. SUB2008-000
Original Submittai
en .1
g I
I A_I.
v\...F"l.
d 1
~ 1
" I
L=5~~O~~
\. 1
\1
.t
CHORD
143.24'
396.03'
18.03'
312.85'
227.781
50.01'
661.95'
302.38'
70.87'
23.04'
219.71'
425.67'
54.981
628.52'
14.00'
312.75'
13.20'
20.00'
14.92'
22.39'
31.82'
60.10'
---
SHEET 3 OF 23
\
\0
ti
~
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r:n
~
~
r:n
~
z
~
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~
:21
RIVERBEND. PHASE II
LOCATED IN THE EAST HALF OF SECTION 22, NW QUARTER
SECTION 23, SE QUARTER SECTION 15, SW QUARTER SECTION 14,
TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
(\PRIL 14, 2008
8- LOT 1 \ \
___+-__..__.,.______________..i~_~Q92..~.E~.:..!1~!f.!!1.I!iE_~~~~&!..3...!;4~
30.00' ____ ..... . _ ~. _ N88016'40"W 25390' \, ~
(E32) r ~-_.- -.-.-.-.-.-=--._ y\
tQ\~ ,. /! @.- -'-'1:5 \ \ ~~g>
~" S0'1C:43'20"W~ I "'_ . ,,'. .,. 226.51'~:p 'Q
-- .. 275.91' . I~
14.00' S8801 )'40"E 425.581 ~-:'"
17.931 \
\
\
\
\ \
\ \
\ \
\
\ \
\
\ \
\ \
M
\ \
\ \
\ \
\ \
.~ \ \\ \~.
I - 1\
~ \ ~f.S
\ \ ~~
\ \ ~
, I
~ I
I I
. I
,
i I
i ,
; I
: I
: J ·
! I
! I
i 1
,
-1-....
, .-
i 1[3
i (I')
: I:::
i I~
! 10
I ....,
i I~
i f'l
i/~
1:2;
I
I
NOTE:
THE EXTERIOR BOUNDARIES ON THIS PLAT AND THEIR MEASURED DIMENSIONS AS SHOWN
HEREON, ARE PER COUNTY SURVEY FILE NO. 39772.
/
~
....a
+
o
o
-
35.00'
.....--
"
(/).
PARCEL 2
2.32 ACRES TOTAL
(0.18 ACRES IN PANHANDLE)
~+~
~ ~
~
I~
~ ri1
\0... ~
~I~
<>
~
o
Z
1
OWNEI~:
CITY OF SPRINGFIELD
(SUBSTATION SITE)
@
.
o
o
+ ..
1.1)\
.~
I
PARTITION PLAT NO. 2002-P1627
@e
PARCEL 1
1.68 ACRES TOTAL
OWNER:
PEACEHEALTH
CURVE
C12
C17
C20
C21
C23
C26
C27
C28
C30
C124
C125
C126
C129
C134
-@
LENGTl:I RADIUS
687.26' 727.00'
106.07' 728.00'
179.02' 728.00'
239.69' 600.00'
647.161 775.00'
86.0 l' 1238.501
63.88' 147.50'
208.00' 160.50'
187.71' 728.00'
79.771 1213.50'
74.71' 172.50'
175.60' 135.50'
25.41' 728.00'
124.60' 728.00'
o
01
+ -
..r
~
@
.
o
o
o
('Ii
@.
t
I
N88016'40"W 427.60'
@.
LEGEND:
I
.
-.
e
~@
~O
DENOTES FOUND 5/8"x30" IRON ROD W/YPC MARKED "KPFF INC.", SET IN SN 39772 (HELD)
DENOTES FOUND 5/8"x30" IRON ROD W/YPC MARKED "KPFF INC.", SET IN SN 39813 (HELD)
DENOTES FOUND MONUMENT AS NOTED IN FOUND MONUMENT TABLE
DENOTES FOUND MONUMENT 10 NUMBER, SEE FOUND MONUMENT TABLE
DENOTES SET 5/8"x30" IRON W/ YPC ROD MARKED "I\.J:'J.iJ.i INC."
POST MONUMENTED ON
DENOTES SET 5/8"x30" IRON WI YPC ROD MARKED "KPFF INC."
NO. DESCRIPTION
CURVE TABLE
DELTA
54009'50"
8020'53"
14005'23"
22053121 "
47050'41"
3058'45"
24048'56"
74015113"
14046'24"
3045'58"
24048'56"
74015'13"
02000100"
09048'24"
CONT.
LOT 1
3.006 ACRESf: ~_
CHORD BRG
N42036'06"W
N 170 19'OS"W
N14026'53"W
N04004'3l"W
N16033'111lW
N89056'll "W
N79038'43"E
N75038'09"W
NOooOO'59"W
N89049'48"W
N79038'43"E
N75038'09"W
N 12008'41 "W
N02028'O 1 "W
27
28
29
30
31
32
33
43
44
45
54
FND 5/8" IRON ROD WI YPC "POAGE ENG. & SURV. INC.1I
FND 5/8" IRON ROD WI YPC "SKINNER & ASSOCIATES"
FND 1-1/2" BRASS CAP "OBEC 5032002"
FND 5/8" IRON ROD W / YPC "POAGE ENG.& SURV. INC."
FND 5/8" IRON ROD W / YPC "SKINNER & ASSOCIATES"
FND 5/8" IRON ROD W / YPC "SKINNER & ASSOCIATES"
FND 5/8" IRON ROD NO CAP DOWN 0.20'
FND 5/8" IRON ROD NO CAP FLl.)SH W / GROUND
FND PK AND WASHER AT CENTER LINE
FND 5/8" IRON ROD W / YPC "LANE COUNTY"
FND 5/8" IRON ROD W / YPC "SKINNER & ASSOCIATES"
REF. #
F-75/S-852
SN 37160
SN 37684
F-75/S-852
SN 37813
SN 37813
SN 37813
SN 37160
SN 33854
SN 33854
SN 37241
i
g I ~ t 20.00 FOOT WIDE INGRESS AND EGRESS EASEMENT PER DOC. NO. 7722531 , I
, t, T @.-----1------------------ -_____ ' II
.~. ~ I ,I ----------------------------------------------------_~-JI
@ @ 1 ! LINE TABLE , I ~
t LINE BEARING DISTANCE I ':
~ I fx) i L3 N21030'30"W 28.54 : I ~
\0 ~ ~ i/) i L4 S56010'lO"W 22.72 ; I
"^ . ~ ' ~
~ .. ~ . <V5 i L5 N56010'lO"E 24.38 ; I ~
t I ~ 0\ i L8 SO 1007'36"E 28.16' --I' t ~
~ 0- i f'l
o 00 i , I~
Z I . 0
-, 35.00' - : LOT 2 j If
~ .' 30.00' -:t tl,. .-'1----- 1. 9 50 ACRES:!: I I
~ (E32) ~~ i---.---_ i I
------- --------------------------------~~
MATCH LINE SEE SHEET 5 '
FOUND MONUMENT TABLE:
~p
- TAX MAP 17-03-15-4. TAX LOT 2200
eTAXMAP 17-03-14. TAX LOTS 1200,1600& 1800
TAX MAP 17-03-23-22. TAX LOTS 200-700
~TAX MAP 17-03-22. TAX LOTS 300,700-1400
CITY OF SPRINGFIELD FILE NO. SUB2008-000
CHORD
661.95'
105.98'
178.571
238.10'
628.52'
85.99'
63.39'
193.75'
187.19'
79.75'
74.13'
163.57'
25.41'
124.451
N88016'40"W
15.14'
RECORDED
LANE COUNTY SURVEYORS OFFICE
DATE:
C.S. FILE NO.
COUNTY CLERK
BY:
FILING DATE
\
--.
'\
I'
"
f'::,"~ .Od
\ ';)9';).1(00 ~
-\ 'C~3'
45.00'
0' \
.10.0) \
\E4 ~ \ 394.1(00
~~\
~
"
I J OREGON
J\J'-Y 20, 2001
DANNY M. DENNING
56640 ./
EXPIRES 1 2/31/ EA
.-
'C27
"I CERTIFY THAT THIS SURVEY
WAS PREPARED USING HP
PRODUCT #51640A ON
CONTINENTAL #JPC4M2
POLYES1~.K FILM."
. ....-
~
....-
-
'-'C125
LOT 8
56.819 ACRESf:
\"
i
\ \ \
-! \
\ ,
\ \ \ !
. I
: I J1S87033'49"W ~$8'
\ 1/ I: 26.63' :t<~~"
\:1' \\'V" N10034'57"W ~ $00
i I I J 42.96' .~,
~ ; I I . ~
~n I ..
~~ ! I I r\. /N06019'53/1W
j ! I I : 23.72'
I .
i' I!.
, .
~, "
~ , \
't' '..' 'VN03<> 13'38"W
!, Ii' 32.42'
, ,
j I J! TEMPORARY
J I I: }- VARIABLE WIDTH
! I I j I SLOPE EASEMENT
:. 11/ . (E9)
if I!'
. I:
III II I
, .
8.00' -... 11+-1 I;,' ~
(E3l i I!. It5
J . ,. ....,
~ : I I' IN
o .
tJ Hi 30.00'
'I !. 25.00'
; I:, (EI)
I I~ 4.00'
:, I' 14.00'
~ '/ I : i (E2)
fool! I, .g4
., . :tt)
fI !/I It, !:
~ 'I Ii:"'"
0' i .&
I~ /,1 II If?
: I Ii,:
1/1 I : :
! I Itf .
1/, If:
: I 1:/
H-~~------------------
; I . , .
f:'-...
~
:I:
(/).
~
~
r:n
~
z
::s
:I:
()
~
I. ~
150
I
I
1
I
I
1
I
1 INCH =
50 FEET
~
~
~-
..r.
[;r)
\0
....
\0
o
a
00-
\
VARIABLE
\
_ 395+00
."..,-- ,. - ....
/4- "", -,."''".... ..."
" '~\.
J,' · ~ ",
r'NORTH''1
\ i
. /
\~. 7/
vARIABLE
(E33)
20.00'
~
~
~
~
...,
seA _ :
25
50
100
o
,
--:- 396+00
10.00'
(E4)
LOT 6
4.793 ACRESf:
58.00'
~~
s
tz
iE
:::J.
~g
~g
f-fQ
~
~
tf
cd
0\
(Y)I
[397+00
(:4
o
....,
fit
;[
20.00'
(E33)
I
VARIABLE ..[.398+00.
VARIABLE
--- -----
I
BRG. AND DIST.jSTATION
GFR 12+97.04 LEFT 34.89'
GFR 13+18.35 RIGHT 35.00'
GFR 14+40.20 LEFT 30.00'
GFR 14+98.55 LEFT 35.00'
GFR 13+58.37 RIGHT 35.00'
N 08048'16/1 E 0.07'
S 81031138" E 0.111
GFR 12+89.75 RIGHT 35.07'
GFR 12+90.00 HELD
GFR 12+89.88 LEFT 20.00'
. GFR 17+29.78 RIGHT 30.00'
EASEMENT TABLE:
(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
(E5) -14.00 FOOT WIDE PUBLIC STORM DRAINAGE EASEMENT
(E6) - 20.00 FOOT WIDE PUBLIC UTILITY EASEMENT
(E7) - 25.00 FOOT WIDE PUBLIC TRAIL EASEMENT
(E9) - TEMPORARY VARIABLE WIDTH PUBLIC SLOPE EASEMENT (SEE
NOTE 1) SHEET 1}
(E32) - 30.00 FOOT WIDE PUBLIC TRAIL EASEMENT r
(E33) - 20.00 FOO:r WIDE SLOPE EASEMENT
lfI!l:IJ ConsuJfing Engineers
111 sw Fdth AYeI1lJEl SUIre 2400 PortIanrJ, OR 97204-3628
Date Received: (503) 227-3251 O'vil Fax (503) 274-4681
Denvet Eugene Los Angeles Pasadena Phoenix Potlland St. LoUIS
Sacramento San Diego San Francisco Seattle Tacoma
APR 1 4 2008
JOB NO. 301140.78
SHEET 4 OF 23
.
Original Submittal.
-1
RECORDED
LANE COUNTY SURVEYORS OFFICE
FND 5/8" IRON ROD NO CAP DOWN 0.50'
FND 2" IRON PIPE DOWN 0.50'
FND 5/8" IRON ROD NO CAP DOWN 0.50'
FOUND MONUMENT TABLE:
REF. # BRG. AND DIST.jSTATION
BK.30/PG.16 GFR'io+21.83 LEFT 21.83' i
BK.28/PG.20 GFR 7+81.97 LEFT 31.00'
BK.28/PG.20, GFR 7+01.93 LEFT 32.10'
RIVERBEND, PHASE II
LOCATED IN THE EAST HALF OF SECTION 22, NW QUARTER
SECTION 23, SE QUARTER SECTION 15, SW QUARTER SECTION 14,
TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMEIT~ MERIDIAN
CITY OF .SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
APRIL 14, 2008
DATE:
NO. DESCRIPTION
10
46
47
COUNTY CLERK
C.S. FILE NO.
BY:
FILING DATE
Z'o
_ 35.00'
\
o .,./
<; .' 30.00' - ""
7-']._~;L ~
\c
4+66.69 CDW= ~ 00
11+55.11 GFR ~ ~
:... 'lOt
o
N88011'44'W_ - .~
\ 5+00../{:'
...;g
~ ~~
~
@
.
LOT 2
._.~.__ 1.950 ACRES:!: MATCH LINE SEE SHEET 4 /
.... I .- -.-._,_ _ i /
" I --
~~-----~~--------------------------------~r
........... ---. .............. '
, -- '........ ,
C25 -- ............. , /
L==31 75' ............... !
. ................ 6 ' I
S53007'05"E , .......... <::) ~ i
25 18' , ........... 1\ W i I f ~
---.;;;;;.,;; . ........ ~~.....~ I I ~
-, ........ , . ~.
-------..... ' ~
6'/000 " ....." i I ~
L::::l~6/~ ", .....", +--,;
86 .... ........ ....,.... i I ~
'<9' " ",.... i I <'?
" ...... I ril
~.s. "'- ' .... .... A ' I 0
60 '" &' I ~
~<:t. ,'........., ~. r>J~ --.....4 I FI
o >)( O~, ,....., ~f::1 > : / t...
c 00 ~"1' ...... / ~.a i ~
6' 0~b 'Q"1 ~ ..........,...,~r)',~,1
~..?~ "C l<:). 0,""" , ................ ,/// 'V
Co /'0' ~ "'.....,.. , .............., ' / /
('t ,"), ~ ~ '" "..... ,/
. ~,.~ "(, 1\ ........ ....'....,.... ./ /
o <9..9 ~ ,.......... ./ ,,~
-1r<;l: .~.<96, ~v tJ/: Jl ' ........ ...;' / 1l:,<}""-
l:9~ '. ~.,.~ /l~J92< ........ __ / b'V t'>.>t'>.>
./~ .r . 09'1, -./ ~D' <.:>0]'
~'lp ~'J. </. y
<9. OO~
~Q ........
(9
/[1 t~
<8$ ........
~ . /',
VARIABLE -{398+00
VARIABLE
I ___ _____
A
EASEMENT TABLE:
(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
(E8) - 7.00 FOOT PUBLIC UTILITY EASEMENT
(E9) - TEMPORARY VARIABLE WIDTH PUBLIC SLOPE EASEMENT (SEE NOTE 1, SHEET 1)
(E32) - 30.00 FOOT WIDE PUBLIC TRAIL EASEMENT
(E33) - 20.00 FOOT WIDE TEMPORARY PUBLIC SLOPE EASEMENT (SEE NOTE 1, SHEET 1)
(E38) - 7.00 FOOT WIDE COMBINED PUE AND SIDEWALK EASEMENT
1
II/ if I
H-~r------~-----------
;/1 /I,
: ,'* 14.00'
; , (E2)
; /---: 4.00'
I I ' : 30.00'
j~! 25.00'
/ Ii. TTT:!J (EI)
~ ~II lUG
~ ! I /,.....
!:"f, i :
C'l ; I I "'" ~
E'f;' ! \0
~ 'I IJ:~
~!I iff>
, I' ~
II! . Ili~
.V I! :'- TEMPORARY
~ ! ," ............ VARIABLE WIDTH CO
./J{~~ ' SLOPE EASEMENT
~60 ,: (E9) tl
0>6'./ ~ TEMPORARY r.1
~~ "" VARIABLE WIDTH ::t::
./. " , / . . SLOPE EASEMENT Ul
Ou> . ~ . __ . (E9) r_"
.~ "".(~ . -- . 6 ~
'. <::) .....
"",~. (fJ
'- "-.. C$a'. C'i ~
.............. " "............../ z
~ "A. I~
~~Jgaa V'~ I::t::
~<la' . " ., I~
"y)" 0~' ~ I <r:
, ~. . I~
~ ." "" N46036'31"W
~ ~. {f.( " " 117.86' 1
l~lf;'8 ~./<'Oo ., I~<l'~ "'" II
'J</, ~ ~, "-
[1 S46039'31"E ~ 'f,.
::,./ '19.38' l'
I
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CURVE TABLE
CURVE LENGTH RADIUS DELTA CHORD BRG CHORD
C22 109.14' 250.00' 25000'48" S65007'26"E 108.281
C24 157.53' 334.54' 25058'45" S65029'18"E 156.08'
C25 31. 75' 329.50' 05031'17" S820 19' 59"E 31.74'
C29 20.651 267.28' 04025'39" N81058'09f1W 20.65'
C31 118.44' 263.00' . 25048'06" N62035'04"W 117.44'
C32 149.52' 342.50' 25000148" S65007121 "E 148.34'
C33 102.13' 359.00' 16<>17'56" N64013'34"W 101.78'
C34 82.04' 468.051 10002'32" N46056120"W 81. 93'
C35 156.85' 306.00' 29022'07" S61020'34"E 155.14'
C36 186.29' 300.00' 35034'42" N70024'23"W 183.31'
C37 128.57' 294.50' 25000'48" S65007126"E 127.55'
C38 165.14' 305.50' 30058' 19" N62008141"W 163.14'
C39 150.95' 294.50' 29022'07" S61020'34"E 149.311
C40 75.45' 246.581 17031'54" S55052'08"E 75.161
C52 46.301 488.05' 05026'08" S49019'35"E 46.281
C53 146.15' 379.00' ~~-u:,'43" S67-uO' 55"E 14::>.~:>.
C132 78.46' 209.95' 21024'40" S62000'48"E 78.00'
o
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8.00'
(E3)
10.00'
(E4)
fxl I
~. r 399+00
E'f
t-..
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1---- 53.50'
LOT 6
4.793 ACRES:!:
8'
+ ..
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T 400+00
+
10+00.00 CDW=
400+39.18 MLK
8770'3 ,
- -o750"€
-'::'~.!:!~J.E.o.48'
-
LINE
L9
LINE TABLE
BEARING DISTANCE
N46036112"W 41.71
I'
"
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(9~
6'Ql
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"
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OREGON \J
klY 20, 2001
DANNY M. DENNING
56640 ,/
EXPIRES 12/31/ c)'1
@.
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PARCEL 1
PARTITION PLAT NO.
2006-P2030
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, I 1\ ~op ........
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:~~~--------------------------
". I MATCH LINE SEE SHEET 10
"I CERTIFY THAT THIS SURVEY
WAS PREPARED USING HP
PRODUCT #51640A ON
CONTINENTAL #JPC4M2
POLYESTER FILM."
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DENOTES FOUND 5/8"x30" IRON ROD W/YPC MARKED "KPFF INC.", SET PER SN 39813
DENOTES FOUND MONUMENT AS NOTED IN FOUND MONUMENT TABLE
DENOTES FOUND MONUMENT ID NUMBERt SEE FOUND MONUMENT TABLE
DENOTES SET 5/8"x30" IRON W/ YPC ROD MARKED "KPFF INC."
POST MONUMENTED ON
DENOTES SET 5/8"x30" IRON W / YPC ROD MARKED "KPFF INC."
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---r----f------
~TAXMAP 17-03-15-4. TAX LOT 2200
. TAX MAP 17-03-14. TAX LOTS 1200,1600 & 1800
,TAX MAP 17-03-23-22. TAX LOTS 200-700
~T~,MAP 17-03~22. TAX LOTS 300,700-1400
NOTE:
THE EXTERIOR BOUNDARIES ON THIS PLAT AND THEIR MEASURED DIMENSIONS AS SHOWN
HEREON~ ARE t'~K COUNTY SURVEY FILE NO. 39772.
ConsuJting Engineers
Date Receive: ttisw FtffhA~ Suite2400~ CR97204-8628
~~. ~ 227-3251 Civil Fax (503) 274-4681
APR I. 2008 Denver ..... ugene Los Angeles Pasadena Phoenix Portland St. Louis
1 "t S ramento San Diego San Francisco Seattle Tacoma
JOB NO. 301140.78 SHEET 5 OF 23
CITY OF SPRINGFIELD FILE NO. SUB2008-000
0. I~~I la; C\4L" ta~g:., ...
EASEMENT TABLE:
(E4) - 10.00 FOOT WIDE PUBLIC UTILITY EASEMENT
(E8) - 7.00 FOOT PUBLIC UTILITY EASEMENT
(Ell) - 14.00 FOOT WIDE NATURAL GAS EASEMENT
(E12) - 21.00 FOOT WIDE PUBLIC DRAINAGE EASEMENT
(EI3) - VARIABLE WIDTH PUBLIC ACCESS EASEMENT
(EI8)- 15.00 FOOT WIDE PRIVATE. STORM DRAIN EASEMENT GRANTED TO PEACEHEALTH
(E35)- 10.00 FOOT WIDE TEMPORARY PUBLIC DRAINAGE EASEMENT TO BE EXTINGUISHED UPON CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
ACCEPfANCE OF AN ALTERNATE PUBLIC STORMWATER SYSTEM CONSTRUCTED WITH THE EXTENSION OF APRIL 14, 2008 MATCH LINE SEE SHEET 19 DETAIL 'A'
ST. JOSEPH PLACE AND BALDY VIEW LANE.
I--------------------------------------------~------------\--------------------~------------------
I ~~
I . 'J
I
t8035'49"WI
. 36.17'
c ,rC142 I
c~:..:\ L77
- , C3 I
~ =18'.&1
RIV~RBEND,PHAS~ II
LOCATED IN THE EAST HALF OF SECTION 22, NW QUARTER
SECTION 23, SE QUARTER SECTION 15, SW QUARTER SECTION 14,
TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAME'ITE MERIDIAN
RECORDED
LANE COUNTY SURVEYORS OFFICE
DATE:
C.S. FILE NO.
COUNTY CLERK
BX:
FILING DATE
S88016'40"E 381.59'
I I I II
N7S024'41"E"'-. ~
33.83' ~
S88016'40"E 556.15'
**THIS LINE DIVIDES TAX LOT 100 INTO 2.PARCELS
THE REMAINDER OF THE LOT BEING NORTH OF THIS LINE**
25' WIDE DEDICATION FOR PUBLIC ROAD
EASEMENT ACCEPfED IN INSTRUMENT, REEL 279
RECEPTION NO. 32298, DATED 01-07-1966
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/' .......... .;;:.. 1000'~ ........W J8
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. /" ..... V10' -<;.' ...... '6
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/" ~() '.............$.<03 ~. '1J.,. '....'f.
./. ,/ ............ <10~., ........
/' . /' ............... . .;,' , . , ' .........
/' /' ....'....,...
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34+00 T
,
LOT 7
5.724 ACRES:f:
47.50'
ST. JOSEPH PLACE
I
225.75'
- 10.00'
(E4)
LOT 8
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LOTS
56.819 ACRES:!:
FOUND MONUMENT TABLE:
~ "",,'I
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NO. DESCRIPTION
REF. #
BRO. AND DIST./STATION
BVL 6+28.27 LEFT 24.82'
HELD
HELD
18
58
59
FND 1/2" IRON PIPE DOWN 0.20'
FND 5/8" IRON ROD W / VPC "SKINNER & ASSOCIATES"
FND 5/8" IRON ROD W / VPC tlBRANCH ENGR LS 260911
SN 17222
SN 37211
SN 32308
MATCH LINE SEE SHEET 7
/.... ""''''''.. .... "-
./ /' "'.. '.
I~" · '\ .. '.
~'~ORTH~ 50
\ : 1
.. 1
, ,
'\ "
~ 7'
seA _=
,
/
REGISTERED
PROFESSIONA
LAND SUR
"I CERTIFY THAT THIS SURVEY
WAS PREPARED USING HP
PRODUCT #51640A ON
l, \. CONTINENTAL #JPC4M2
V POLYESTER FILM."
100
50
25
o
1 INCH = 50 FEET
-II I I
c TAX MAP 17-03-15-4. TAX LOT 2200
~TAXMAP 17-03-14. TAX LOTS 1200,1600& 1800
TAX MAP 17-03-23-22. TAX LOTS 200-700
TAX MAP 17-03-22. TAX LOTS 300,700-1400
EGON
Y 20, 2001
ANNY .... DENNING
56640 ./
EXPIRES 12/31/00;
I I I I
CITY OF SPRINGFIELD FILE NO. SUB2008-000
"
CURVE
C3
C6
C7
C8
C44
C45
C46
C47
C49
Cll1
C1l2
LEGEND:
CURVE TABLE
LENGTH RADIUS DELTA
18.03' 458.00' 2015'21"
50.04' 382.001 7030'22"
289.58' 811.00' 20027'31"
323.51' 906.00' 20027'32"
43.36' 108.00' 23000'06"
67.36' 57.00' 67042'27"
31.70' 63.00' 28049'47"
61.90' 58.00' 61008'44"
306.55' 858.50' 20027'32"
70.61' 316.00' 12048'07"
61.00' 273.00' 12048'07"
.
CD
o
DENOTES FOUND MONUMENT AS NOTED IN FOUND MONUMENT TABLE
DENOTES FOUND MONUMENT ID NUMBER, SEE FOUND MONUMENT TABLE
DENOTES SET 5/8"x30" IRON W / YPC ROD MARKED "I.\..t-~~. INC."
POST MONUMENTED ON
DENOTES SET 5/8"x30.' IRON W / VPC ROD MARKED "lu'~~ INC:'
CHORD
18.03'
50.01'
288.05'
321. 79'
43.06'
63.51'
31.37'
59.00'
304.92'
70.461
60.87'
CHORD BRG
N89024'20"W
S87058109"W
Nl1056132"E
N11056'32"E
Nl40211l9"E
N25043'46"W
N22032'21 "E
S33025'38"E
NI1056'32"E
N57035'57"W
N57035'57"W
p
Consulting EngIneers
1i1 sw FdIh A~ Suite 2400 Portland, Cf197204-3628
(503) 227-3251 eMf Fax (503) 274-4681
Denver ,?ugene Los Angeles Pasadena Phoemx Portland St. Louis
S~C1amento San Diego San FranCISco Seattle Tacoma
NOTE:
THE EXTERIOR BOUNDARIES ON THIS PLAT AND THEIR MEASURED DIMENSIONS AS SHOWN
HEREON, ARE PER COUNTY SURVEY FILE NO. 39772.
APR 1 4 2008
.Or~9inal SubmittaL.__......".......
JOB NO. 301140.78
SHEET 6 OF 23
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DETAIL 'A'
PRIVATE SANITARY SEWER EASEMENT
r;;L~
~~i ;/<0
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/"]8
SCALE:NTS
RECORDED
LANE COUNTY SURVEYORS OFFICE
RIVERBEND, PHASE II
LOCATED IN THE EAST HALF OF SECTION 22, NW QUARTER
SECTION 23, SE QUARTER SECTION 15, SW QUARTER SECTION 14,
TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMEf'n~.i MERIDIAN
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
APRIL 14, 2008
DATE:
C.S. FILE NO.
COUNTY CLERK
BY:
FILING DATE
MATCH LINE SEE SHEET 6
r--------------------------------------------------------
.... --
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SEE DETAIL 'A'
ABOVE
[
32+00 j I
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LINE TABLE
CURVE TABLE LINE BEARING DISTANCE
CURvE LENGTH RADIUS DELTA CHORD BRG CHORD LIO N220 10' I 8"E 7.34
LIt N67049'42"W 22.09
C7 289.58' 811.00' 20027'31" NI1056'32"E 288.05' L12 S220 1 01 18"W 34.93
C8 323.51' 906.00' 20027'32" NI1056,32"E 321. 79' L13 S04003'18"W 17.97
C9 284.05' 739.00' 22001'22" S 11 009'37"W 282.30' L14 S2201 0' 18"W 18.00
CI0 247.53' 644.00' 22001'22" S 11 009'37"W 246.01' LIS S22012'05"W 44.13
C28 208.00' 160.50' 74015'13" N75038'09"W 193.751 L16 S220 10'18"W 42.70
C41 65.371 118.50' 31036123" N81046'27"W 64.54' L17 S22010'18"W 41.91
C48 151.03' 146.50' 59004'07" . S68002'36"E 144.43' L18 S67049'42"E 20.00
C49 306.551 858.50' 20027'32" NI1056'32"E 304.92' L19 S70005'18"E 20.02
C50 265.79' 691.50' 22001'22" S 11 009'37"W 264.16' L20 N22012'05"E 25.02
C54 290.39' 755.50' 22001'22" S 11 009'37"W 290.39'
C126 175.60' 135.50' 74015113" N75038'09"W 163.57'
C127 176.81' 171.50' 59004'07" S68002136"E 169.08'
C128 52.381 93.50' 32005143" N8103I'4811W 51.69'
LOT 7
5.724 ACRES::I:
I
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DENOTES FOUND MONUMENT 10 NUMBER, SEE FOUND MONUMENT TABLE
DENOTES SET 5/8"x30"IRON WI YPC ROD MARKED IIKPFF INC.II
POST MONUMENTED ON
I i I I
- TAX MAP 17-03-15-4. TAX LOT 2200
TAX MAP 17-03-14. TAX LOTS 1200, 1600 & 1800
-TAX MAP 17-03-23-22. TAX LOTS 200-700
= TAX MAP 17-03-22. TAX LOTS 300,700-1400
-'r -
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EASEMENT TABLE:
(E4) - 10.00 FOOT WIDE PUBLIC UTILITY EASEMENT
(E6) - 20.00 FOOT WIDE PUBLIC UTILITY EASEMENT
(E7) - 25.00 FOOT PUBLIC TRAIL EASEMENT
(E9) - TEMPORARY VARIABLE WIDTH PUBLIC SLOPE EASEMENT (SEE NOTE 1, SHEET 1)
(E20) - PRIVATE SANITARY SEWER EASEMENT
/ "
./ ... . . ...
~ , '\ " OR "I CERTIFY THAT THIS SURVEY
.. , .
/ , '\. WAS PREPARED USING HP
SeA _ : , " , , .
~~ORTH~ /Vi; JO-4 PRODUCT #51640A ON
CONTINENTAL #JPC4M2
50 0 25 50 100 OREGON POLYESJ~K FILM."
\, I JULY 20, 2001
, / DANNY M. DENNING
,
'\ , , "- 56640
1 INCH 50 FEET ~ 7' ,/
= 12/31'/00}
EXPIRES
~~
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~----------------------------~--------------------------------------------------
MATCH LINE SEE SHEET 8
NOTE:
THE EXTERIOR BOUNDARIES ON THIS PLAT AND THEIR MEASURED DIMENSIONS AS SHOWN
HEREON, ARE PER COUNTY SURVEY FILE NO. 39772.
I1I'!l:I/ Consulting Engineers
111 SW Fifth A~ Suite 2400 PorthiY;l OR 97204--3628
(503) 227-3251 eMf Fax (503) 274-4681
Denver Eugene Los Angeles Pasadena Phoenix Portland St. Louis
SaClamento San Diego San Francisco SealDe 7acoma
Date Received:
~t
APR 1 4
8
CITY OF SPRIN,GFIELD FILE NO. SUB2008-000_ "
SHEET 7 OF 23
JOB NO. 301140.78
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:: TAX MAP 17-03-14. TAX LOTS 1200, 1600 & 1800
= TAX MAP 17-03-23-22. TAX LOTS 200-700
~ TAX MAP 17-03-22.. TAX LOTS 300,700-1400
I I I II
RIV 1:!;R:3END,. PHAS~ II
LOCATED IN THE EAST HALF OF SECTION 22, NW QUARTER
SECTION 23, SE QUARTER SECTION 15, SW QUARTER SECTION 14,
'TOWNSHIP 17 SOUTH,. RANGE 3 WEST, WILLAMETIE MERIDIAN
. CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
APRIL 14,2008
MATCH LINE SEE SHEET 7
RECORDED
DATE:
COUNTY CLERK
BY:
LANE COUNTY SURVEYORS OFFICE
C.S. FILE NO.
FILING DATE
CURVE TABLE
....-
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~----------------------------------------------------------------------~--------,
EASEMENT TABLE:
(E4) - 10.00 FOOT WIDE PUBLIC UTILITY EASEMENT
(E8) - 7.00 FOOT PUBLIC UTILITY EASEMENT
(E7) - 25.00 FOOT PUBLIC TRAIL EASEMENT
(E9) - TEMPORARY VARIABLE WIDTH PUBLIC SLOPE EASEMENT (SEE NOTE 1, SHEET 1)
CURVE
C9
C10
C11
C35
C39
C40
C50
C51
C54
C55
C67
C84
C133
LENGTH RADIUS
284.05' 739.00'
247.53' 644.00'
102.57' 666.00'
156.85/ 306.00'
150.95' 294.50'
75.45' 246.58'
265.79' 691.50'
48.87' 246.00'
290.39' 755.50'
95.25' 618.50'
127.19' 93.50'
161.20' 118.50'
33.08' 571.00'
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.....---1-20+00-- ...1_____________________________________________________---------------------- '*.;.---.,---;.----~ '
LINE SEE SHEET 9 ~41/ f / -L tl
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, I1I1l:II Consulting Engmeers
1ft sw Fifth A\e?~ Suite 2400 Portland, OR 97204-3628
(503) 227-3251 OV/7 Fax (503) 274-4681
Denver Eugene Los Angeles Pasadena Phoenix Portland St. Louis
SaClamento San Diego San Francisco Seattle Tacoma
NOTE:
THE EXTERIOR BOUNDARIES ON THIS PLAT AND THEIR MEASURED DIMENSIONS AS SHOWN
HEREON, ARE PER COUNTY SURVEY FILE NO. 39772.
LEGEND:
CD
o
DENOTES FOUND MONUMENT ID NUMBER, SEE FOUND MONUMENT TABLE
DENOTES SET 5/8"x30" IRON W / YPC ROD MARKED 1II\.r'.t;t.t;t' INC."
POST MONUMENTED ON
,,,.. I,~--..
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OREGON -0
J LY 20. 2001
DANNY M. DENNING
56640. /
EXPIRES 12/31/(1)~
APR 1 4
8
"I CERTIFY THAT THis SURVEY
WAS PREPARED USING HP
PRODUCT #51640A ON
CONTINENTAL #JPC4M2
POLYESTER FILM."
R >>ado
Date . eCEUV.. . G
I L
I I I
CITY OF SPRINGFIELD FILE NO. SUB2008-000
Original SubmittaL
DELTA
22001'22"
22001'22"
8049'26"
29022'07"
29022107"
17031'54"
22001122"
11022'54"
22001'22"
8049'26"
77056'22"
77056'22"
037019'08"
CHORD BRG
S 11 009'37"W
S11009137"W
N04033'39"E
S61020'34"E
S61020'34"E
S55052'08"E
S 11 009'37"W
S70020'10"E
S 11 009'37"W
N04033'39"E
S25059'18"W
S25059'18"W
SO I048'30"W
CHORD
282.30'
246.0 I'
102.471
155.14'
149.31'
75.16'
264.16'
48.79'
288.61.
95.16'
117.61'
149.05'
33.07'
LINE
L28
L29
L30
L31
LINE TABLE
BEARING DISTANCE
N30001'50"E 32.46
N24020'10"E 126.72
N37033' 13"E 57.94
N56027'29"E 67.97
100
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SHEET 8 OF 23
- "
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"~~ORT~"
~ f
\ f
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.~ ::;7'
50
RECORDED
LANE COUNTY SURVEYORS OFFICE
SCA- =:
RIVERBEND, PHASE II
LOCATED IN THE EAST HALF OF SECTION 22, NWQUARTER
SECTION 23) SE QUARTER SECTION 15) SW QUARTER SECTION 14,
TOWNSHIP 17 SOUTH, RANGE 3 WEST) WILLAMETTE MERIDIAN
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
APRIL 14) 2008
BY:
DATE:
e.s. FILENO.
COUNTY CLERK
o
25
50
100
FILING DATE
I
-------,-
LOTS
7.020 ACRES:!:'
,
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I ~4:l1 I / . t /
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, EASEMENT TABLE: ~I It:< I I / 1
I (E4) - 10.00 FOOT WIDE PUBLIC UTILITY EASEMENT ~5t t-.,I jfg /' / 1
(E7) - 25.00 FOOT PUBLIC TRAIL EASEMENT / I u I L I
I ~ ~ H
I ,~I " I / If I
~I / /.
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I 0 DENOTES SET 5/8"x30" IRON WI YPC ROD MARKED "~J;4j;4' INC.n '1$~1p. ~ / ,f
, POST MONUMENTED ON I ~ I / . ;. i
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(11;4) I "-r I Ii' - - I
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I LOT 8 RECEPI'ION NO. 2005-064895 . I 1./ . I U
I 56.819 ACRES:!: I . /' l I
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I CURVE LENGTH RADIUS DELTA CHORD BRG CHORD . I{l;) C'It / I lE7)
I C57 633.88' 428.501 84045129" N51021'07"E 577.65' I ~ / A@ /
I C59 346.14' 476.00' 41039'51" S29048'18"W 338.56' 10J II /1,7 {
/ ~:. ::~~~~. ~;~~~~. ~~:~~,~~:. ~~:~~:~~:: ::~~~, L23~~ I/;X I //Cf
/ C64 90.75' 86.50' 60006'31" N39023'06"E 86.64' I ". / /'
/ C65 241.91' 339.50' 40049'33" S29044'36"W 236.82' / /" I.x .
/ C66 112.951 102.50' 63008'11" N18035'17"E 107.32' I /' I . /1
/ C85 85.40' 77.50' 63008'11/1 N18035'17"E 81.14' I /' I.. / I
I C86 259.72' 364.50' 40049'33/1 S29044'36"W 254.26' I. I, / I
C87 64.521 61.50' 60006131" N39023'07"E 61.60' / . {, I, / I
II C88 189.30' 154.50' 70012'04" S34020'20"W 177.68' I ICY 1./ I
I C93 50.58' 92.50' 31019'50" N27012'07/1W 49.95' / / I Icon;, I
C97 563.43' 381.00' 84043146/1 N51020'15"E 513.47' I ' I/O I
II C118 573.10' 2914.60' 11015'58/1 S34004'01/1W 572.17' / / I I
I / I 1/ I
/ . I I
/ / I I I. /'--N2S026'02"E
/ LINE TABLE I I I I.J 43.54'
/ LINE BEARING DISTANCE . I I f'
/ L23 N29049'52/1E 282.22 / J I
/ / L24 N34059'48"E 130.01 I ;.... 1ft
S42052'02"E L25 N04042'43"E 36.42 I i?Y ;1'
3.18' L26 N07029'26"W 33.43 I ~ I I
QO L27 N 11 025'48"E 41.17 I /.
/\ C).<b'1\ L28 N3000 1 '50flE 32.46 / ,f4 I
,,/ L ~ /li I .
(1S//~ It I '/J
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------------------------------------------------------------------~-~-~~-------
1.- . MATCH LINE SEE SHEET 11 . I
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THIS IS A DIRECT TIE
FROM THE END OF THE SPRING
SLOUGH COURSE AND THE'
SOUTHEAST CORNER OF THE PLAT
ORDINARY HIGH WATER LINE
-- I
/
!
/ I
VARIABLE WIDTH RIGHT OF WAY EASEMENT
TO USA (CORPS OF ENGINEERS)
PER VOL. 353, PAGE 224
-------------------------------
NOTE:
THE EXTERIOR BOUNDARIES ON THIS PLAT AND THEIR MEASURED DIMENSIONS AS SHOWN
HEREON, ARE PER COUNTY SURVEY FILE NO. 39772. .
/'
16m Consulting Engineers.
1ft sw Fifth A~ Suite 2400 Portlanct CR 97204-3628
(503) 227-3251 eMI Fax (503) 274-4681
Denver Eugene Los Angeles Pasadena Phoenix PorUand St. Louis
SaCfamento San Diego San Francisco SeatUe Tacoma
JOB NO. 301140.78 SHEET 9 OF 23
REGISTER
PROF
LAN VE:YOR
I /Vl. ~
OREGON .3
JULY 20, 2001
DANNY M. DENNING
56640 ./
EXPIRES 12/31/-09
"I CERTIFY THAT THIS SURVEY
WAS PREPARED USING HP
PRODUCT #51640A ON
CONTINENTAL #JPC4M2
POLYESTER FILM."
f Date Received:
t:
''1,
1
I
. TAX MAP 17-03-15-4. TAX LOT 2200
TAX MAP 17-03-14. TAX LOTS 1200, 1600 & 1800
TAX MAP 17-03-23-22. TAX LOTS 200-700
- TAX MAP 17-03-22. TAX LOTS 300,700-1400 CITY OF SPRINGFIELD FILE NO. SUB2008-000
.1
"
APR 1 4 2008
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- ~- . ~ ----
. TAX MAP 17-03-14. TAX LOTS 1200, 1600& 1800 __Cft.. ~__________ ~~10~~c) ~.;;;.;;;.;;;=.;;=---------------------------
c TAX MAP 17-03-23-22. TAX LOTS 200-700 ~ ~ ~ MATCH LINE SEE SHEET 12
TAX MAP 17-03-22. TAX LOTS 300,700-1400 - CITY OF SPRINGFIELD FILE NO. SUB2008-000
j' I"
CURVE
C57
C60
C61
C97
C98
C99
CURVE TABLE
LENGTH RADIUS DELTA
633.88' 428.50' 84045'29"
16.61' 476.00' 1059'59"
36.91' 67.50' 31019150"
563.431 381.00' 84043'46"
- 358.01' 476.00' 43005'38"
15.47' 1177.50' 0045'10"
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N49038'14"E
N27012'07"W
N51 020' 15"E
N720 11 '03"E
S06059'39"W
CHORD
577.651
16.61'
36.45'
513.471
349.63'
15.47'
RIV~RBEND,. PHASE II
LOCATED IN THE EAST HALF OF SECTION 22, NW QUARTER
SECTION 23, SE QUARTER SECTION 15, SW QUARTER SECTION 14,
TOWNSHIP 17 SOUTH, RANGE 3 WEST,WILLAMETrE MERIDIAN
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
, I I I I I APRIL 14, 2008
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PARCEL 1
PARTITION PLAT NO.
2006-P2030
PARCEL 2
[:iJ
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f 405~0
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.... 406+00
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/
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(I)
I
LOTS'
7.020 ACRES:i:
f 407 ~oo
f
f 408~00
VARIABLE
f
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)(a
v.
('I')
~
to:
l'-.
+
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....
S 83007'05" E
---
77.43 1--
"
it
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I
RECORDED
LANE COUNTY SURVEYORS OFFICE
DATE:
COUNTY CLERK
C.S. FILE NO.
BY:
FILING DATE
NOTE:
THE EXTERIOR BOUNDARIES ON THIS PLAT AND THEIR MEASURED DIMENSIONS AS SHOWN
HEREON, ARE PER COUNTY SURVEY FILE NO. 39772.
EASEMENT TABLE:
(EI) - 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
LEGEND:
&
DENOTES FOUND 5j8"x30" IRON ROD WjYPC MARKED "KPFF INC.", SET IN SN 39813 (HELD)
DENOTES FOUND MONUMENT ID NUMBER, SEE FOUND MONUMENT TABLE
DENOTES SET 5/8"x30" IRON W / YPC ROD MARKED "KPFF INC."
POST MONUMENTED ON
DENOTES FOUND 5/8"x30" IRON ROD W JYPC MARKED "KY~~' INC.", SET IN PARTITION PLAT
NO. 2006-P2030 (HELD)
/'
REGI
R F Ii.
~ VEYOR "I CERn~f THAT THIS SURVEY
'" WAS PREPARED USING HP
~ filA "~.., PRODUCT #51640AON
" , Vr.. /oJ CONTINENTAL IIJPC4M2
OREGON POLYESTER FILM."
J LY 20. 2001
DANNY M. DENNING
56640 ./
EXPIRES 12/31/ ()6)
"
, i
t.;
~'{-,
tl,
1f.
I
Date Received:
APR 1 4 2U08
f1I'!1:B: Consulting Engineers
t11 SK! FIf/h A~ Suite 2400 Portland, (R 97204-3628
(503) 227-3251 eM! Fax (503) 274-4681
Denver Eugene Los Angeles Pasadena Phoenix PorUand St. Louis
Sacramento San Diego San Francisco SeatUe Tacoma
Original submitt6l1-
JOB NO. 301140.78
SHEET 10 OF 23
RECORDED
LANE COUNTY SURVEYORS OFFICE
RIV J!;RBEND, PHAS~ II
LOCATED IN THE EAST HALF OF SECTION 22t NW QUARTER
".I:I . / SECTION 23, SE QUARTER SECTION 15, SW QUARTER SECTION 14,
XCly / TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAME'ITEMERIDIAN
) 1/ CITY OF SPRINGFIELD~ COUNTY OF LANEt STATE OF OREGON / /: ;' ""'-N28026'02"E
/ APRIL 14 t 2008 .J 43.54'
/ I ~ / / : 1/ / I'
/ I / I '1/.1:1:.' -.-11
N42052'02"W / I &! ;1'
3.18' S42052'02"E
I / 3.1S' / .? / I !
I /\ f),"~ / f<1 II ,j I ,j
/ X ~" / f8
/~ /.~ / I / I
& / <&\ '" \. MATCH LINE SEE SHEET 9 / ~ / / / I
~+ --~---------------------------------------------------------------t-1-~7-7----- ---------------------
i \\ / "'/ /q; /~
I '\ LOT 8 /0 // I
I ~ \ ' 56.819 ACRESi: / / ' I
\i>.. ~ '\ / . 1/.... /
I ~~ ' Q)~" / ~ / I I ~ /
I 0\ ~ <1 . " ~. / . ()
I ~ ." I ~ / 1 I /
I '\ " " '." I ~ I / / 1
I "", 8 /~ I _i /
,?,.... ........ 1.dF::' / oCV / ~ I /
I ~" ........ . cv@ / ~ . /
I "<.i'.!\ ' ~...... .....-1-...... I ~ / / / /'f..
N I ..... ..... - _. I . / /
~ I ---. ( 1f (
r.il I - -._ -. -..-._. / //1'" /1
::I:: I -. _ c9j _ ,/ I~o I/:/ 1
ClJ I - - . _ - - - _. _ __ . -- ' ---, V cqfo I
; III -. -. C9s --- -----. . - ~~- - ~~--/i/7 /
...... S88010'40"E 560.62' J / ...L 61.74'
~ I CURVE TABLE I I
U CURVE LENGTH RADIUS' DELTA CHORD BRG I CHORD J [g J
E-!C( II C60 16.61' 476.00' 1059'59" N49038114"E 16.61' I ~;;I I
I ~ ...:ll
C61 '36.91'.\ 67.50' 31019150" N27012'OT'W 36.451 .,
~ I C62 186.051 318.50' 33028'08" NI5058'22"E 183.42' LINE TABLE I ~, "
I C89 171.45' 293.50' 33028,'08" N15058'22"E 169.021 LINE BEARING DISTANCE , !g I J
I C90 151.441 153.50' 56031'41t1 N60058'17"E 145.38' L20 NOo029124"E 146.34 I ~ I
I C91 408.44' 987.50' 23041'54" S78054'56uE 405.54' L21 N08049'33"E 186.29 ,~, I
I C92 15105.'5882,' 19129.'5500,' 55031147" S39018'06"E 111.34' L22 N20042'23"E 220.55 J I<'.., J J
C93 31019'50" N27012'07"W 49.95' I
C94 140.05' 144.50' 55031'47" S39018'06"E 134.63' I I
C95 418.78' 1012.50' 23041'5411 S78054'56"E 415.80' II ,I
C96 176.11' 178.50' 56031'41" N60058'17"E 169.05' I \ ' I
CIOO 260.78' 1004.85: 14052'11" S02058'21"W 260.05' , 1t
C137 316.15' 1004.85' 18001'36" S19025'14"W 314.85' LOT 4 :'>rt- '0
(SOLAR LOT) I I I I~
7.795 ACRESi: I ...... I ()
McKENZIE RIVER' I
IDPMWlliA~A I I I
BOUNDARY I I I
McKENZIE RIVER . . I ~ I I
CONSERVAT10N EASE~ i ::: I I
RECEPTION NO. 2005-064895 ~ ~ 0/ I
I ~ ~I I
o
I ~ I I
I ~ / I
I ~ I \
I / \
I I \
@ I I '
--...........--, '. --....f",U--\ (ZN88010'40'W 129.07'@,-_
N88010'40"W 14869' --- ~ ...... .......
BUEN . ~ -- 73.75' --.... j
. A VISTA RIPARIAN BOUNDARY MONUMENT N87056'00"W 28.09'
105.11 FEET ONLINE FROM THE \
SOUTHEAST PROPERTY CORNER \
\
\
\
DATE:
COUNTY CLERK
C.S. FILE NO.
BY:
FILING DATE
VARIABLE WIDTH RIGHT OF WAY EASEMENT
TO USA (CORPS OF ENGINEERS)
PER VOL. 353, PAGE 224
?5
~
Q2
&
~
~
~
. THIS IS A DIRECT TIE
FROM THE END OF THE SPRING
SLOUGH COURSE AND THE
SOUTHEAST CORNER OF THE PLAT
;VARIABLE WIDTH IDGHT OF WAY EASEMENT
TO USA (CORPS OF ENGINEERS)
PER VOL. 353, PAGE 224
I
EASEMENT TABLE:
(E7) - 25.00 FOOT PUBLIC TRAIL EASEMENT
-~ ORDlNARY HlGH WATER LINE
FOUND MONUMENT TABLE:
LEGEND:
Jt
.
CD
o
I
I
I
I
I
I
I
I
I
7 FND 1/2" IRON ROD WI NO CAP UP 0.10'
12 FND 5/8" IRON ROD WI YPC "SKINNER & ASSOCIATES"
13 FND 5/8" IRON ROD W / YPC "SKINNER & ASSOCIATES"
14 FND 5/8" IRON ROD WI YPC "SKINNER & ASSOCIATES"
_REF.~..:;:.~:.,.... BRG. AND DIST.jSTATION
BK.20/PG.25. NOI049120"E, 0.26' OF LINE
SN 37160 HELD FOR LINE
BK.20/PG.25 HELD FOR LINE
SN 37241 HELD FOR LINE
}i
DENOTES FOUND 5/8"x30" IRON ROD W/YPC MARKED "KPFF INC.", SET IN SN 39772 (HELD)
DENOTES FOUND MONUMENT AS NOTED IN FOUND MONUMENT TABLE
DENOTES FOUND MONUMENT ID NUMBER, SEE FOUND MONUMENT TABLE
DENOTES SET 5/8"x30" IRON WI YPC ROD MARKED "KPFF INC."
POST MONUMENTED ON
DENOTES SET 1 "x33 " PIPE WITH 3-1/4" ALUMINUM CAPS MARKED "McKENZIE RIVER
RIPARIAN AREA"
NO. DESCRIPrION
- N88010'40"W
940.75'
LOT 20
NOTE:
THE EXTEIDOR BOUNDAIDES ON THIS PLAT AND THEIR MEASURED DIMENSIONS AS SHOWN
HEREON, ARE PER COUNTY SURVEY FILE NO. 39772.
LOT 15
I
N8801<?'40"W
792.06'
LOT 17
LOT 19
FIRST ADDITION TO
APR 1 ~ 2008
LOT 16
Date Received:
/
50
o
25
50
100
-
...... , .
/t ,,~ .'''''''li .........
, . \
I" " 0
~.NORTH.'
'. !
\ ;
. /
~ .-~r
YOR
~. "I CERTIFY THAT THIS SURVEY
M to,:) WAS PREPA~D USING HP
( PRODUCT #51640A ON
OREGON CONTINENTAL #JPC4M2
LY 20, 2001 POLYESTER FILM."
DANNY M. DENNING
\. 56640 ,,/
EXPIRES 12/31/ e;;cy
111'!1:11 Consulting Engineers
t1f S~ Fdth A~ Suite 2400 Portland, OR 97204-3628
(503) 227-3251 CivJ'l Fax (503) 274-4681
Denver Eugene Los Angeles Pasadena Phoenix Portland St. Louis
Sacramento San Diego San Francisco Seattle Tacoma
seA _-=
o TAX MAP 17-03-15-4. TAX LOT 2200
TAX MAP 17-03-14. TAX LOTS 1200, 1600& 1800
TAX MAP 17-03-23-22. TAX LOTS 200-700
=T~ ~P 17-03-~2. TAX LOTS 300,700-1~~~" I
1 INCH = 50 FEET
CITY OF SPRINGFIELD.FILE NO. 8UB2008-000
JOB NO. 301140.78
SHEET 11 OF 23
It
. I I
J
RIVERBEND, PHASE II
LOCATED IN THE EAST HALF OF SECTION 22, NW QUARl~R
SECTION 23, SE QUARTER SECTION 15, SW QUARTER SECTION 14,
TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMEll~ MERIDIAN
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
APRIL 14, 2008
RECORDED
LANE COUNTY SURVEYORS OFFICE
DATE:
COUNTY CLERK
C.S. FILE NO.
BY:
FILING DATE
f410.00
I' /'
I: ~ /'/'
~ ~ l~ ///
vi?... i " \ / /
~ " , ~~~
~ ',- ~
~1'~' ~03"~0:: - .
~ 2.44'
o 0
- 0 ~ ~
/I ..... -~ t-.: ~ ~
S ~3~05" E & + ~ ~ 0_
--I _,l 0 3-~
77.43 - ---v . ~~ - - D!\:O- " -
-~ R>'lvERBEND ~'O
~'o
-ft 0 ~C?
o ~
.,p t-.:
tn ~
o
N03043'52"E Z ~ ~
2.81' - ---1 ~
<t~'\~ - - - - - - - - "\ MATCH LINE SEE SHEET 10
~4~~/~====-----------------------------
/' ......0
( ~i9;~.
/'
/'
/'
/'
/'
/'
/'
/'
/'
/'
,/
,/
/
C9~ QO' / ,/
?J'5~' /
/
,....
--
--
N42052'0211W
3.18'
I
I
FOUND MONUMENT TABLE:
10+00.00 RVB-
41 +062.37 MLK
S07022'10"W
30.18'
NO. DESCRIPTION
39 FND 1/2" IRON ~W~ DOWN 1.00'
40 FND 5/811 IRON ROD NO CAP FLUSH WI GROUND
82 FND 5/8'1 IRON ROD WI NO CAP
REF. # BRO. AND DIST.jSTATION
SN 11809 AS SHOWN HEREON
NO RECORD AS SHOWN HEREON
BK.20/PG.25 HELD
....
o
....
C)
~
~
~
ci
..., -. 412+00
VARIABLE
6' 1.""4/' VARIABLE
Z II
M ~n
;x;j <No
~ ~Ul
ttl ....
:I:
~
..J
Z.
......0
~ ~ ._ 413+00
<8
~o
N11002122"E
20.85'
EASEMENT TABLE:
(E1) - 25.00 FOOT WIDE PUBLIC TRAIL EASEMENT
(E2) - 14.00 FOOT WIDE PUBLIC UTILITY EASEMENT
(E3) - 8.00 FOOT WIDE STREET TREEISTREET LIGHTING EASEMENT
(E4) - 10.00 FOOT WIDE PUBLIC UTILITY EASEMENT
(E8) - 7.00 FOOT PUBLIC UTILITY EASEMENT
(E20) - VARIABLE WIDTH PUBLIC UTILITY EASEMENT
-....
1"""'1
1"""'1
~ 10.00' &l
(E4)
I ttl
:I:
, 00 CURVE TABLE
I ttl CURVE LENGTH RADIUS DELTA CHORD BRG CHORD
/ ttl C57 633.88' 428.50' 84045'29" N51021'07"E 577.65'
00 C60 16.611 476.00' 1059'5911 N49038114"E 16.611
I ttl C61 36.9P 67.50' 31019150" N27012'07"W 36.45'
I Z C98 358.01' 476.00' 43005'38" N720 11 '03"E 349.63'
I ::i C99 15.471 1177.501 0045'10" S06059'39"W 15.471
I :I: Cl01 104.92' 899.59' 6040'57" SO 1009'39"W 104.861
LOT 4 () CI02 127.211 985.04' 7023' 57" N29007'48"W 127.12'
(SOLAR LOT) ~ Ct03 78.52' 985.04' 4034'01" N23008'49"W 78.49'
7.795 ACRES:!: CI04 151.23' 1320.58' 6033'4111 NOIOI9'18"E 151.15'
CI05 303.58' 1100.00' 15048'45" SOo032113"E 302.62'
C106 93.39' 1396.95' 3049'49" N05043'5311W 93.37'
~
C'!v
....0
If)....
"C)
...:l
()
@ ~',
,
,
,
4-~',
>0'
~:-.'
\TO'
~~,
tb',
,
,
,
,
./~,
v<9'
'($'.', C).
t/, , 0
, , (,j)
,
,
, L517 1"-
"2_6_.69.0q_-- \ L56
~ - N88010'40"W
~ __......... 940.75' _
N03"29'2S"E -s~8;2:09~---i31:i;9:--__ FIRST A:)DITIOi~rT0792.06' \\
26.35' @
40 BUENA VISTA
/ LOT 13 \
'=;0
\O~
(.1)0
'0'
~
LINE
L54
L55
L56
L57
LINE TABLE
BEARING
S880 10'40"E
S06041'41 "E
S03029'25"W
N88010'40"W
DISTANCE
20.22
1.88
28.15
30.01
N37029'22"W
3.98'
N06041f41"W
20.71'
......- 10.00'
'- _ lE~YL55
L54r
.r--r-(E20)
LEGEND:
. DENOTES FOUND5/8"x30" IRON ROD W Iype MARKED "KPFF INC.". SET IN SN 398 3 (HELD)
. DENOTES FOUND MONUMENT AS NOTED IN FOUND MONUMENT TABLE
CD DENOTES FOUND MONUMENT ID NUMBER. SEE FOUND MONUMENT TABLE
o DENOTES SET 5/8"x30" IRON W / YPC ROD MARKED "KPFF INC."
POST MONUMENTED ON
P DENOTES SET 5/8"x30" IRON WI YPC ROD MARKED "KPFF INC."
LOT 11
LOT 12
LOT 15
NO' f.l:!;:
THE EXTERIOR BOUNDARIES ON THIS PLAT AND THEIR MEASURED DIMENSIONS AS SHOWN
HEREON, ARE PER COUNTY SURVEY FILE NO. 39772.
r
,
50
o
25
50
100
~" -.....
/ ,,"'''~ ....:,
, ,/ ''''. "
! '" "
" '. \
~'NORTH~
l. I J
\ i
\ f
.~. -1'/
... ,,'
"I CERn!' f THAT THIS SURVEY lfI!IIJ
IAA 1\"... ~ :(5 .A. WAS PREPARED USING HP .. ConsuJting .Engineers
, 'v t AlVV1vV"'U PRODUCT #51640A ON
REGON CONTINENTAL #JPC4M2 m SW Fdth A~ Suite 2400 Portland, OR 97204-3628
JU Y 20, 2001 POLYESTER F"ffate Received: (503) 227-3251 Civil Fax (503) 274~681
DANNY M. DENNING ..' . . Denver Eugene Los Angeles Pasadena Phoenix Portland St. Louis
, 56640 /' Sacramento San Diego San Francisco Seattle 7acoma
EXPIRES 12/31/,(}6) APR 1 4 2008 JOB NO. 301140.78 SHEET 12 OF 23
~'!JbmittaL_._.,..-
seA _=
I I I I I I II" I
cTAX MAP 17-03-15-4. TAX LOT 2200
TAX MAP 17-03-14. TAX LOTS 1200, 1600 & 1800
. TAX MAP 17-03-23-22. TAX LOTS 200-700
- TAX MAP 17-03-22. TAX LOTS 300,700-1400
I d I, I I II I II
1 INCH = 50 FEET
CITY OF SPRINGFIELD FILE NO. SUB2008-000,
\ \ \. I ~ '''\ ",,"
~\ \ ~ "..,./ ,""
~\~ "..'./ ""
,~\~'-\ --------------....--,...----..,."-------
\ ~\. "./ ""
\ ~~\ \ ,./'/"./ """,,""
. Sfr~ BENCHMARK \ ~~ \ ./ $./ ",,""
1-1/8" BRASS DISC "KPFF INC." 0 *'{ ~ \ Q\ / ~"/ ./ ",,""
,\9>)(0 b~\'~) \\\0, / "'./ l/ ~<'
AT 141.161 RT BVL STA. 17+76.84 Dcf}.'~~~ \ \ "'/' ","" .//1\,~v'~
ELEVATION = 435.90' '?>~ IX A"''''' /" V '1"<9-
~<;,~~ \ \t' V;' /"/" /" \~,~,
,,~ \ \ , / /" /" \ ~
\,1>, /' \ \ / /" /" \
~. /' k"r- L42 /, ;/ /"
..."C),,/ ~"""'.,.,,-~- _ _ _ ~ Dc~ /"
"~ /' ~ l\ ':-( 0':"/
. McKENZIE RIVER SO'?>/" ~ Y \ ' \ / '?> '\:~,
CONSERVATION EASEMENT ~ ~rX~ '/ /: \ ~ \ ~~6
RECEPTION NO. 2005-064895 ~~ / / \ I \ .1 ,,~ /,,/"\,'tJ
/" I:f \ ' \ I 'O~ /"
/"/" I, 'B \ . ~~~/"
/' Sl \.9,oO'K \[;/
/" /" t' \ 1'\
McKENZIE RIVER ~ \.,39 ...:'~ I /tf'1 \
LOT 8 RIPARIAN AREA B~UNJ&RY _.~ __ -- -- )/ / \ ~ \
56.819 ACRES:i: ...,,<J<~ /" - y,?>fb./ /" /" I .~ \\
"~ /" :r /" ...,.. f \ \
,rpq /" '/./'/ /'" ~ \
o\."i- /' L37 -rY. /. ' /
~:;. /" "'r- ~fo~~ / I @
/' _.J!. /' /" '\ /,,;"q.,"), /'
/" ~ /" /' V
/" ./ \'0 /" -\- ' 0/
/ ,~b././ ~~ 6"-"--'-' <}'
V"'./ ./ Q. ~'
<> /// ./ /// '--\""""';/ _ -t-
'\. h "",.. /" _
<\~./ /?-(' "",.. ,-'
~ \.1 / ./ .G,i /"....-'"..
,~i, I / /"./ ./'
oc~ I ~<o/ ./ ./ /" "",..
~I ~ /~
~I / ./ //'0>
I 1/ /' /'
I _~,./.#
I /~ / ,.//
II / I 'i/
I #/ / //
I ~~ X //
/ '/
I / / 9:>
/ I I /. / / ~",,"j
/ -J:i I ?-'
./ ./ / //
~/ /' / II
~,,>"'/ v'?>'?>/' /' / /1
/ / /
I\~ ./ / 1/
1 ~'tJt. / ./ /'/' / //
I 9,~/ _.~ / /'/
_.~-j-~_Y / / /
/t- :" ~'?> /' /
I /'/ ",. /" /
,~...,,~/ /' /'" I
V"'./ ./' ~ /
/ ./ / ./ ,./c,b / fJ't'
A/" / ./ ./ / ..j
McKENZIE RIVER /.y / 1 ./ ./ ./ / ~I$>
RIPARIANAREABOUNDARY~--3'~/ /// L --/ ./ ./ ./ ./ f/ ~<
/' / --f ,/ / "4.,~4f~~
! / / ./ I""'" ~':' ~4}&
.+r / / 1,)( ./ / *~(j~~
II / ,I f I\~ / ~~~4)!,>"
/ I' C':/ ~ 0 ">~
// '~/ I "","'1 4?_~(Q ~.
/ / /' I AJ/ A~rS~O
I t;1o ,,>~ $' e W40
I / ,{, ..? I o~? ~ ~
II I Jf\ ~;S:a ~ /~
McKENZIE RIVER 0), ,I (f ~? 0'1 ~ y
CONSERVATION EASEMENT ~ .::/ I I I / ~
RECEPTION NO. 2005-064895 I. /1 I /
I '/ " /
^ I ,; I /
c'9/ I " I /
------------y~/---~--~---~rl
J~/!I + ~~/
0.$'/ /~ L. ~I
~~ I ~/ 1 \ ~ I
;/ t'-J/ I I / ~I
~I ,hr J I I lJ:l1 ~ @
CV r.n.1 @Ie
~'/ to-. , Ig i I e
,,41 I f:J I /"~ Ci11
~~/ I I 10 ~ I
o'ti 'I).y I ~ ~ 1
~/ tf. ' I,::I:
-Z '\to. ,,/ II ul
<t~{o') . \~ I /~/ ~
RIVERBEND, PHASE II
LOCATED IN THE EAST HALF OF SECTION 22, NW QUARTER
SECTION 23, SE QUARTER SECTION 15, SW QUARTER SECTION 14,
TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
-I APRIL 14 2008 \
MATCH LINE SEE SHEET 14 " \
,~-_----------------------------~------------- 1
I
I
I
I
I
RECORDED
LANE COUNTY SURVEYORS OFFICE
DATE:
COUNTY CLERK
C.S. FILE NO.
BY:
FILING DATE
-------------
EASEMENT TABLE:
(E7) - 25.00 FOOT PUBLIC TRAIL EASEMENT
CURVE
C66
C67
C68
C69
C70
C73
C74
C79
C80
C81
C82
C83
C84
C85
C138
LENGTH RADIUS
112.95' 102.50'
127.19' 93.50'
262.60' 717.50'
234.64' 372.50'
94.841 82.50'
26.56' 282.50'
218.37' 187.50'
57.96' 259.98'
109.35' 224.66'
66.10' 57.50'
250.39' 397.50'
253.45' 692.50'
161.20' 118.50'
85.40' 77.50'
389.00' 1487.45'
LINE
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
L43
CURVE TABLE
DELTA
63008'11"
77056'22"
20058' 10"
36005127"
65052100"
5023'12"
66043'46"
12046129"
27053' 17"
65052'00"
36005127"
20058' 10"
77056'22"
63008' 11 "
14059'03"
CHORD BRG
N 18035' 17"E
S25059'18"W
N54028'24"E
S62002'02"W
N47008'46'IE
Nll031'10"E
S42013'08"W
N 160 19'20"W
N03026'00"E
N47008'46"E
S62002'02"W
N54028124"E
S25059'18"W
N18035'17"E
S47011'3l"W
CHORD
107.32'
117.61'
261.13'
230.78'
89.70'
26.55'
206.24t
57.84'
108.27'
62.52'
246.271
252.03'
149.05'
81.14'
387.89'
\
\
\
\ \
\ \
\ \
\ \
\ \
\ . \
\ \
\ \
\ \
\ \
\ \ 20.00' WIDE WATERLINE EASEMENT
\ \ RECORDED ON NOVEMBER 13, 1968,
'\\\ \\\~ECEPTlON NO, 44944
\ \
/\ '\
\ \
\ \
\ \
LEGEND: \ ->0
. DENOTES FO~E~T AS NOTED IN FOUND MONUMENT TABLE
CD DENOTES FOUND MONUMENT ID NUMBER, SEE FOUND MONUMENT TABLE
'P- DENOTES SET l"x3311 PIPE WITH 3-1/4" ALUMINUM CAPS MARKED "McKENZIE RIVER
RIPARIAN AREA"
C'Q
&l
lJ:l
=
r.n.
lJ:l
lJ:l
r.n.
Ci1
Z
::s
::I:
u
~
~
THIS IS A DIRECT TIE
FROM THE END OF THE SPRING
SLOUGH COURSE AND THE
SOUTHEAST CORNER OF THE PLAT
LINE TABLE
BEARING DISTANCE
N07029'26"W 33.43
NI1025'48"E 4 1.17
N30001'50"E 32.46
N24020110"E 126.72
N37033'13"E 57.94
N56027'291'E 67.97
N7200 1 '09"E 40.92
N57038'32"E 91.97
N47044'49"E 75.27
N40046'10"E 68.98
N57037'44"E 79.45
N32043'38"E 18.71
N59031 '25"E 60.29
N78003'01"E 49.53
NI3024'44"E 38.49
N50039'34"E 51.54
S84054'48"E 53.78
N55042129"E 478.06
(\4- /
~'b <\1>
tf,~ (\ <;,.
# ~c
/
~
SET 1-1 I 8" BRASS DISC "KPFF INC", PERMANENT BENCHMARK
@
.
FOUND MONUMENT TABLE:
/~
/ ,". .......
/ " ~
I,' .,-\
' ,
~'NORTii,
',\ ' ,/
'~ ~r
...'
NO. DESCRIPTION
REF. #:
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'
seA _ :
11
15
79
80
81
FND 3/4u ROUNDED BOLT WI WASHER "CONLEY 1979"
FND 5/8" IRON ROD W / YPC "SKINNER & ASSOCIATESu
FND 5/8" IRON ROD W / YPC "BRANCH ENGR LS 1138"
FND 5/8" IRON ROD W / YPC "BRANCH ENGR LS 2609"
FND 5/8" IRON ROD WI NO CAP IN CONCRETE UP 0.10'
NO RECORD
SN 37510
SN 29833
SN- 32308
SN 5253
50
o
25
50
100
~<J
~
:j) <v
~
\-
(;\
~
1 INCH =
50 FEET
NOTE:
THE EXTERIOR BOUNDARIES ON THIS PLAT AND THEIR MEASURED DIMENSIONS AS SHOWN
HEREON, ARE PER COUNTY SURVEY FILE NO. 39772.
Date Received:
APR 1 4 2008
/
Original Submittal
VEYOR
M~~
OREGON ~
ULY 20, 2001
DANNY M. DENNING
56640 ./
EXPIRES 12/31/0'1
"I CERTIFY THAT THIS SURVEY
WAS PREPARED USING HP
PRODUCT #51640A ON
CONTINENTAL #JPC4M2
POLYESTER FILM."
I1I1IlI ConsuJUng Engineers
m sw FdIh A~ Suite 2400 Portland, OR 97204-3628
(503) 227-3251 Civil Fax (503) 274-4681
Denver Eugene Los Angeles Pasadena Phoenix Portland St. LoUIS
Sacramento San Diego San Francisco Seattle. Tacoma
'-
JOB NO. 301140.78
SHEET 13 OF 23
I I I I II I I I I I
TAX MAP 17-03-22 TAX LOTS 300,700-1400. TAX MAP 17-03-23-22 TAX LOTS 200-700. TAX MAP 17-03-14 TAX LOTS 1200, 1600 & 1800. TAX MAP 17-03-15-4 TAX LOT 2200. CITY OF SPRINGFIELD FILE NO. SUB2008-000
I i I I III I I I
RECORDED
LANE COUNTY SURVEYORS OFFICE
RIVERBEND, PHASE II
LOCATED IN THE EAST HALF OF SECTION 22, NW QUARTER
SECTION 23, SE QUARTER SECTION 15, SW QUARTER SECTION 14,
TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETIE MERIDIAN
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
APRIL 14,2008
DATE:
COUNTY CLERK
C.S. FILE NO.
BY:
FILING DATE
VARIABLE. WIDTH PUBLIC
ACCESS EASEMENT
(EI3)
CHORD BRG
N68003'10"E
N67055'57"E
N78043'20"E
S55019133"E
N61045'52"E
N61017'07"E
N34014'48"W
N33024'09"W
N37034'31"W
CHORD
184.061
180.51'
97.271
103.49'
122.33'
122.43'
85.31 '
92.51 '
224.831
-----------------~---------------------------
I
I
I
I
I '" "~ci{l>r ,..~ S 5~~~~?" E MATCH LINE SEE SHEET 15
t------------~~\"\.~ -\--;~ C>~'\---------------LOT8---------------------
;?""'O'" .~ \ ~:?Y"o '\" /S 29000139" E 56.819 ACRESi:
^~ ~~, '<:p~ \. 60.27'
-.:, ,... 0>' 'h . CURVE TABLE
~ ~tS', .
A $)tio;'\'.~ '\\ C?91;, \ \. TEMPORARY CURVE LENGTH RADIUS DELTA
'\ ~v }\)(, - VARIABLE WIDTH C75 184.57' 716.50' 14045'33"
'~,' \ ~ SLOPE EASEMENT C76 181.03' 691.50' 14"59'58"
~ \ '~~ (E9) C77 97.311 1008.50' 5031'42"
.~ \ \ "?'Si"o C78 109.30' 96.00' 65014'05"
. .' '(}) 6'>Si"c:9ir C107 122.52' 635.00' 11003'18"
" \ ", 7... \'~' ;.,.'.\Y....".'.b..
" . 'C: v ,,~, C108 122.66' 585.00' 12000'48"
OO~>~ ,~ .'\ C109 85.69' 262.00' 18044'25"
\.'b>r ~ '\ ~ \ ClIO 92.86' 312.00' 17003'08"
- i\\~", \" ~ ';." ,;, C1l5 226.04' 628.50' 20"36'24"
~"i;p Al ~ \ ~~. \ ~v-
~'t ~g ~96.6c ! ., L6\ -(, . ~ \ '~"~ LINE TABLE
~<o~,^,~\O't\ ~. L6~ \\... \ \ . \ ~ ~ \.~ LINE BEARING' DISTANCE
~~~~C~ ~ \ L43 N55042'29"E 478.06
~'t~~\J~9b~'" L59/\\ \ \ \ L44 N67047'13"E 120.47 ",.-/
~"1\\>~ ~ '$. \'0, .\ ' 59 N59037'51 "W 7 .91 C'\ 09.> ~i.>
d~" _..1;2.~ \ \ ~., L 'b'b'
'bO.O O~~\Y' ~ 00 ~.~ L60 'N26000'46"W 15.91 \J~\ .
O~ ~ ROADWAY EASEMENT BEGINS ?,Jr \,.""" ~ <p~. L61 N07035'51"E 7.03 "ft\
AT BVL STA. 13+09.48 ~ \ \, ~~ \ (P~\ :t#
EAST LINE OF WILLIAM M. STEVENS DLC NO. 46 .p~.. '\'\ ~ \ ""~\"\.()~ <,'tV>~ c;:; ~ /' T
HELD FOR CENTERLINE STATIONING BALDY VIEW LANE ~ \ \ d . ( ". ~t>r. SS 86"52'56" E ./" "tV ~.'i>'j; LO 9 McKENZIE RiVER
BEGIN STATION 0+00.00 AT MONUMENT #1 ~ \~s:> i>\. 61.84' /' /v\ (SOLAR LOT) CONSERVATIONEASEMENT~
\ ":\\ q -7"'''''''-- ''1>'' ~ 45.235 ACRES:!: RECEPTION NO. 2005-064895 , _.................. t"-
I 25' WIDE DEDICATION FOR PUBLiC \\ \ ./"~ ~ 61o"\.1 ......-
I ROAD EASEMENT ACCE.t'l~D IN DEED, \ \ ~ 1\'\ (E39) (E40) ,,/
REEL 779 RECEPTION NO. 7604660, , \ ~ IV ,,/
I DATED 01-30-1976 ~ ,\\!.V 6~o<{, ,,/ ,,/
I l:?~ \tt <8 <'<9" b~ ,,/.......
"-- a. ,\ '</6' vy ,,/
... - I f>l'00 \ \ ,,/
rilE-<< ROADWAY EASEMENT BEGINS \. \ \ ~ ,,/,,/,,/
Ci:1 I AT BVL STA. 14+26.44 \ \~ ,,/
I "~ ,,/,,/
= I NOTE: ".".".".". \ \ ~ /
ClJ. ".'" , , /'
ril I THE 60' ROADWAY EASEMENT DEDICATED PER ".".".". \ \ N 67017'31" E EASEMENT TABLE.. /'
Ci:1 I RECEPTION NO. 91-15745 TERMINATES WITH THE"..... '\ 20.001 /' /'
ClJ. DEDICATION OF ST. JOSEPH PLACE TO THE PUBLIC ".....".".". ~ ..)\~ (E4) - 10.00 FOOT WIDE PUBLIC UTILITY EASEMENT ~ /'
ril I AS A STREET AS DELINEATED ON SHEET 6. "."''00 ",- \ \ \ (E7) - 25.00 FOOT PUBLIC TRAIL EASEMENT \.1~ ;/
Z I ".~?f},~' \ \ (E8) -7.00 FOOT PUBLIC UTILITY EASEMENT ~"~ /'
~ I "'''f1-:'''b<O -\'t ' \ \ (E9) -TEMPORARY VARIABLE WIDTH PUBLIC SLOPE EASEMENT (SEE NOTE 1, SHEET 1) ,,0'\'\.), /'
".~oo _ ,~~\.' L ".'" \ , \ ~r-..v-"
= I "."''''f:b6'-J ~~~~16c~ ".".".". \ \ (E13) - VARIABLE WIDTH PUBLIC ACCESS EASEMENT , ~'
() ".".".".:'{ ~~9'\.""\.' ........". r:;,>rOO , , \ \ (E14) - 25.09 FOOT WIDE PRIVATE STORM DRAIN EASEMENT GRANTED TO PEACEHEALTH /' ,,/ -;-. U(I,,/.......
t...... I ". ...O~~....:\O. .... \. , \1 (E15) - 20.00 FOOT WIDE PUBLIC TRAIL EASEMENT ..... ~
~~ I "."....... ", O~O~ \.~ ".".'" .... ~~)f' /'
". . ~ ~~ d ".'" ~ , \ (E 16) - VARIABLE WIDTH PUBLIC TRAIL EASEMENT /' ,,/ I
I ".......".". b~~C~ 'b'b~;'~"""'" ,...... '\ (E39) - LOT 9 DRAINAGE EASEMENT. SEE DECLARATION FOR PARTICULARS / /' ~ ,,/ ,,/ L ....
I ~~ ~ ~''b<O'J".'''''' \ \, \ (E40) - LOT 9 RIVER FRONTAGE RESERVATION FOR PUBLIC TRAIL EASEMENT. ./ ,,/:,...-" ....".
,.Po ~oO'".'" TO./ ,,/,,/ "'''-::1
I ,~~~".". l.. \ \ ~ SEE DECLARA: I N FOR PARTICULARS./ ,,/ ".".'"
\~ ".".". GAS EASEMENT BEGINS -\ ~ \ ~.\~O ./ ........wC.,,/ ".".".".". I
I \~ ......".".".". AT BVL STA. 15+75.45~\\'?0 \ ~'.~ ./ ./ /Y"' ".".".". I
I ,~"..... ..\~.., 'O~~ ./ ,,/' ".'" I
~ J..--N 26"00'00" E \'?Q ---- LOT 8 S 24"4520'30?" E ~ \ tA. ~ McKENZIE RIVER ./ / ././ . _;:".".....".
~ ,0.."."'''' 1 .,,/,,/ \ ~', \ CONSERVATIONEASEMENT~./ ./ "."'~
I... I', 14.00' \..". 56.819 ACRESi: t%"/"""'''/''/;\\.. \ ~$.\~O \ RECEPTION NO. 2005-064895. ../././ ./ ".".".\".
"_ . ,~~ >\O~'''/ ,,/ E-.)cOO \ \ ':"'j ~ ././ ".".'" ~~~ n.
'I -....;:: v"1oQ 'b). ,,/,,/ .......,,/ '\'" \ \ ':;\.~ \ ./' ",'" ~ O~ ~ ~'b'n
I ' , '" ~OO', b ,,/ ,,/ ....... ....... \ 'cP.~~ ,,-' ./ ./ ........~~/ ~Gy.. <cOO ~~~f:b
I Iv ' , "" ~ /',,/ 6.'6 \ \ ~ \~ \.-- f},O'O.~, t).1'f)~}../ ./ / ~~ ~~~ G~
6;roQ , , \00' ~ ,,/,,/ ,,/....... 'b,\1. @\... \ ~,\~lJI-<':, ./ //' ~~ '\)e~ O~~~
I VbO':-;:~'" 1 ~ br:;;OfJ /',,/. ,,/,,/ -\ \ \ 6~ /' ./ // ~\I ~'tO ~<O
I ry" ,8~a;>, \.~.......,,/~ ' ~. \ 'i>J;./ McKENZIE RIVER ~. ././ //' "'3~$v..~~roCO
I '- '- '- '- .................. ((oct'.... '\ \ \ ~1') RIPARiAN AREA BOUNDARY. ,/,/ oct // "i-tPl>G~ 'i>~./""
190 ' , ,,/ ....... ,,/ :'br:;;O /" '\ \ \ \ \ ./ ' . ./' ~O'// ~ <6'01 ':S
I .0;>, , ,,,/ ,,/ \.' \ " ./ . /' ~ ;....,/ l>t~l}; :1~~
I '- '- '- '- .......... ...... ......s. ...... URVEYOR \ \ \ \ \ /./ ./ VARIABLE WIDTH RIGHT OF WAY ~'O./ ;;.... . /' ,.~ ; / Y '00
I """ . \ " \ ./ EASEMENT TO USA ,: /,,/' ~O ;.,'/ , /
I ~ A I1n Ai>. A ~",.JA l..' ./ (CORPS OF ENGINEERS) ?' ~ ~<::>r:~/"'. ./ .
EXISTING 14.001 WIDE NATURAL GAS tv\. NXA'~ c::z 0 -\ , \ \ ./ / PER VOL. 353, PAGE 220 ~ ~ c1b ,,// ~"..'/."/
1 EASEMENT DEED DOC. 2006-004903 II OREGON '0 \.1>r() \ '\' =' ~ , .......... ' :; / /.//'
I "I CERTIFY THAT THIS SU VEY JULY 20, 2001 _ \', \ '" ./ / \' ...-./ '5 ........--;:/
.1 WAS PREPARED USING HP DANNY M. DENNING \, \ ././ '" (E16) --t- ' - ' ./ ./ ~!.... ///
I PRODUCT #51640A ON '-.. 56640;/ \ \ '( 0>8. _' -' .......... .......... //,,/
I CONTINENTAL #JPC4M2 EXPIRES 12/31 IOQ \.. (' ,./ . . _ . . _ - -"';'7'.:::". ",///
POLYESTER FILM." / \ \ . -L.-- v' ,
I ,I "-- .~ /
\ ~\' . . ...- . ~ ./ //
. ~~. \ ,.,,/./ /
__4 ,. ...---------------------------------------------~~\~"\ ~--------------?--!JII1fia----'7...-----
I MATCH LINE SEE SHEET 13 ' ~\, ...''/-
~\ seA :_=
FOUND MONUMENT TABLE:
16 FND 5/8" IRON ROD W / YPC "SKINNER & ASSOCIATES"
17 . FND 5/8" IRON ROD NO CAP DOWN 1.00'
SN 37510
SN 18787
BRG. AND DIST./STATION
BVL 16+36.43 HELD
BVL 14+02.66 LEFI' 25.12'
NO. DESCRIPTION
REF. #
LEGEND:
III
.
.
CD
o
\0
.,....
}i
DENOTES FOUND 5/8"x30" IRON ROD W /YPC MARKED "KPFF INC.", SET IN SN 39772 (HELD)
DENOTES FOUND 5/8"x30" IRON ROD W /YPC MARKED "KPFF INC.", SET IN SN 39813 (HELD)
DENOTES FOUND MONUMENT AS NOTED IN'FOUND MONUMENT TABLE
DENOTES FOUND MONUMENT ID NUMBER, SEE FOUND MONUMENT TABLE
DENOTES SET 5/8"x30" IRON W / YPC ROD MARK~D "KPFF INC."
POST MONUMENTED ON
DENOTES SET 1 "x33" r'lr'~ WITH 3-1 /4" ALUMINUM CAPS MARKED "McKENZIE RIVER
RIPARIAN AREA"
~
=
ClJ.
ril
ril
ClJ.
ril
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,-~
/ ~,." ~~~ '\..
/./ '\', j
t'NORTH )
\ I
, ,
~ -7'
.. ..........
-
ORDINARY HIGH WATER LINE
THIS IS A DIRECT TIE
FROM THE END OF THE SPRING
SLOUGH COURSE AND THE
SOUTHEAST CORNER OF THE PLAT
RIVER
McKENZIE
S55056146UW 1.39' (DISTANCE FROM
MONUMENT TO ANGLE POINT IN BOUNDARY)
------------------------
II I II I I
: TAX MAP 17-03-15-4. TAXLOT2200
TAX MAP 17-03-14. TAX LOTS 1200,1600& 1800
_ TAX MAP 17-03-23-22. TAX LOTS 200-700
TAX MAP 17-03-22. TAX LOTS 300,700-1400
-II I I I I I I I ,I I I I. I
NO' l'J:!;:
THE EXTERIOR BOUNDARIES ON THIS PLAT AND THEIR MEASURED DIMENSIONS AS SHOWN
HEREON, ARE PER COUNTY SURVEY FILE NO. 39772.
50
o
25
50
100
te Received:11I'!ZII Consulting Engmeers
Da 111 SK! Fdth A~ Suite 2400 ~ CR 97204-~
(503) 227-3251 Civil Fax (503) 274-4681
APR 1 4 2008 Denver Eugene Los Angeles Pasadena Phoenix Portland St. Louis
Sacramento San Diego San FranCISco Seattle Tacoma
I I I I
CITY OF SPRINGFIELD FILE NO. SUB2008-000
1 INCH =
50 FEET
Oriaina' submittal- .-. ,.
.. II II
_JOB NO. 301140.78
SHEET 14 OF 23
NOTE:
THE EXTERIOR BOUNDARIES ON THIS PLAT AND THEIR MEASURED DIMENSIONS AS SHOWN
HEREON, ARE PER COUNTY SURVEY FILE NO. 39772.
RIVERBEND, PHASE II
LOCATED IN THE EAST HALF OF SECTION 22, NW QUARTER
SECTION 23, SE QUARTER SECTION 15, SW QUARl~R SECTION 14,
TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
APRIL 14, 2008
RECORDED
DATE:
COUNTY CLERK
BY:
MATCH LINE SEE SHEET 18
. . . .~
r---------------------------~---
~ . ./' . ~9:1't
1 10~E:.. ,./' ,S'~ ~
.J ./' ./" ~6'10\'O~
I CS'~./'.
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JJ;) ~~- END RECEPTION NO. 32298,
JJ;) I \ BEGIN RECEPTION NO. 8544776
rn. I \
JJ;) I .'
z \
1-4 \ @
- ~ \ \ 70
\ .
:I:
()
~
-~
CURVE
Cl09
ClIO
Cl13
Cl15
C116
C135
C136
C137
CURVE TABLE
LENGTH RADIUS DELTA
85.69' 262.00' 18044125"
92.86' 312.00' 17003'08"
36.16' 623.00' 3019'33"
226.04' 628.50' 20036'24"
102.05' 312.001 18044125"
3.68' 666.00' 00018'58"
30.39' 312.00' 05034'53"
9.851 312.00' 01048'35"
LEGEND:
I
I
I
LOT 9
(SOLAR LOT)
45.235 ACRES:f:
(E39) (E40)
FOUND MONUMENT TABLE:
NO. DESCRIPTION
LANE COUNTY SURVEYORS OFFICE
C.S. FILE NO. .
FILING DATE
CHORD BRG
N34014'48"W
N33024'09"W
N49032'07"W
N37034'31 "W
S34014'48"E
N51002'24"E
S27040'02"E
S31 021 145"E
CHORD
85.311
92.51'
36.16'
224.831
1 0 1.59'
3.68'
30.381
9.85'
---------~-------------~------------------~
I
I
I
I
I
I
I
I
I
I
I
I
I
" EASEMENT TABLE:
(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'I)
(E 13) - VARIABLE WIDTH PUBLIC ACCESS EASEMENT
(E18) - 15.00 FOOT WIDE PRIVATE STORM DRAIN EASEMENT GRANTED TO PEACEHEALTH
(E35)- 10.00 FOOT WIDE TEMPORARY PUBLIC DRAINAGE EASEMENT TO BE EXTINGUISHED UPON
ACCEPTANCE OF AN ALTERNATE PUBLIC STORMWATER SYSTEM CONSTRUCTED WITH
THE EXTENSION OF ST. JOSEPH PLACE AND BALDY VIEW LANE.
(E39) - LOT 9 DRAINAGE EASEMENT. SEE DECLARATION FOR PARTICULARS
(E40) - LOT 9 RIVER FRONTAGE RESERVATION FOR PUBLIC TRAIL EASEMENT.
SEE DECLARATION FOR PARTICULARS
J1( DENOTES FOUND 5/8"x30" IRON ROD W IYPC MARKED "KPFF INC.", SET IN SN 39772 (HELD)
. DENOTES FOUND MONUMENT AS NOTED IN FOUND MONUMENT TABLE
CD DENOTES FOUND MONUMENT ID NUMBER, SEE FOUND MONUMENT TABLE
o DENOTES SET 5/8"x30" IRON WI YPC ROD MARKED "lU'lIl1'INC."
POST MONUMENTED ON
REF. # BRO. AND DIST./STATION
9
60
61
62
63
64
65
66
67
68
69
70
FND 5/8" IRON ROD WI YPC "SKINNER & ASSOCIATES"
FND 5/8" IRON ROD WI YPC "BRANCH ENG:R LS 2609"
FND 3/4" IRON PIPE BENT SOUTHWEST
FND 5/8" IRON ROD WI YPC "BRANCH ENGR LS 2609"
FND 5/8" IRON ROD NO CAP UP 0.30'
FND 5/8" IRON ROD WI YPC "G.E.S. PLS 2280"
FND 5/8" IRON ROD W / YPC "G.E.S. PLS 2280"
FND 5/8" IRON ROD WI YPC "G.E.S. PLS 2280"
FND"s/8" IRON ROD WI YPC rlG.E.S. PLS 2280"
FND 5/8" IRON ROD WI YPC "G.E.S. PLS 2280"
FND 5/8" IRON ROD WI YPC "BRANCH ENGR LS 1138"
FND 1/2" IRON't'll"1!i DOWN 0.60'
SN 37506
SN 32308
NO RECORD
F-75/S-102
SN 13213
F-75/S-1112
F-75/S-1112
F-75/S-1112
F-7slS-1112
F-75/S-1112
SN 31183
SN 17222
N 86006'52" W 0.09'
N 88004'42" W 27.55' (FROM K1"lIl1J
N 72010139" W 3.83'
BVL 10+92.59 LEFT 24.83'
HELD
N 22042'29" W 0.12'
N 71039'30" W 0.16'
N 57012102" W 0.11'
N 46015'57" W 0.08'
S 66049' 11" W 0.50'
BVL 8+71.13 LEFT 24.85'
BVL 7+78.52 LEFT 24.86'
---------------------------------------------
TEMPORARY
VARIABLE WIDTH
SLOPE EASEMENT
(E9)
seA _:
/
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-
~ , ......
~; ,;"', ...
/ ,.. "......
~/~ORT~'~
; ~ "
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CITY OF SPRINGFIELD FILE NO. SUB2008-000
SIONAL
~,. NO SURVEYOR
~M~
'GJL~Rig.O~001 ~
DANNY M. DENNING
, 56640 /
EXPIRES 12/31/ at!)
1 iNCH = 50 FEET
. I I I I III
- TAX MAP 17-03-15-4. TAX LOT 2200
~ TAX MAP 17-03-14. TAX LOTS 1200, 1600 & 1800
~ TAX MAP 17-03-23-22. TAX LOTS 200-700
TAX MAP 17-03-22. TAX LOTS 300,700-1400
I
"I CERTIFY THAT THIS SURVEY
WAS PREPARED USING HP
PRODUCT #51640A ON
CONTINENTAL #JPC4M2
POLYESTER FILM."
50
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o
50
100
Date Rece\ved:
APR 1 4 8
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!1111:1/ Consulting Engineers
111 SK! Ftfth A~ Suite 2400 PortIarKJ, CR 97204-3628
(503) 227-8251 Civil Fax (503) 274-4681
Denver Eugene Los Angeles Pasadena Phoenix Portland St. Louis
Sacramento San Diego San Francisco Seattle Tacoma
JOB NO. 301140.78
SHEET 15 OF 23
.
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------------------------,---------------
RIVERBEND, PHASE II
LOCATED IN THE EAST HALF OF SECTION 22, NW QUARTER
SECTION 23, SE QUARTER SECTION 15, SW QUARTER SECTION 14,
TOWNSHIP 17 SOUTH, RANGE 3 WEST,WILLAMETIE MERIDIAN
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
APRIL 14, 2008
RECORDED
LANE COUNTY SURVEYORS OFFICE
DATE:
COUNTY CLERK
C.S. FILE NO.
BY:
FILING DATE
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DENOTES FOUND MONUMENT ID NUMBER, SEE FOUND MONUMENT TABLE
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DENOTES SET 1 "x3311 PIPE WITH 3-1/4" ALUMINUM CAPS MARKED "McKENZIE RIVER
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(E39) - LOT 9 DRAINAGE EASEMENT. SEE DECLARATION FOR PARTICULARS
(E40) - LOT 9 RIVER FRONTAGE RESERVATION FOR PUBLIC TRAIL EASEMENT.
SEE DECLARATION FOR PARTICULARS
(E39)
(E40)
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FOUND MONUMENT TABLE:
Date Received: ~
"I CERTIFY THAT THIS SURVEY
WAS PREPARED USING HP
PRODUCT #51640A ON
CONTINENTAL #JPC4M2
POLYESTER FILM.II
NO. DESCRIPfION
REF. #
BRG. AND DIST.jSTATION
77
78
FND 5/8" IRON &OD WI YPC "SKINNER & ASSOCIATES"
FND 5/8" IRON ROD W / YPC "SKINNER & ASSOCIATES"
SN 37506
SN 37506
S 60038'48" W 0.19'
S 79040'47" W 0.26'
Ori9ina~
lfI1III Consultmg Engineers
111 S~ Fifth A~ Suite 2400 Portland, OR 97204-3628
(503) 227-3251 Civil Fax (503) 274-4681
Denver Eugene Los Angeles Pasadena Phoemx Portland St. Louis
Sacramento .San Diego San Francisco Seattle Tacoma
I
, I.
e TAX MAP 17-03-15-4. . TAX LOT 2200
-TAX MAP 17-03-14. TAX LOTS 1200,-1600& 1800
- TAX MAP 17-03-23-22. TAX LOTS 200-700
. TAX MAP 17-03-22. TAX LOTS 300,700-1400
I I I ,I I
NOTE:
'THE EXTERIOR BOUNDARIES ON THIS PLAT AND THEIR MEASURED DIMENSIONS AS SHOWN
HEREON, ARE PER COUNTY SURVEY FILE NO. 39772. .
I I
CITY OF SPRINGFIELD FILE NO. SUB2008-000
JOB NO. 301140.78
SHEET 16 OF 23
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RIVERBEND,PHASE II
LOC!\TED IN THE EAST HALF OF SECTION 22, NW QUARTER
SECTION 23, SE QUARTER SECTION 15, SW QUARf~R SECTION 14,
TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETIE MERIDIAN
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
APRIL 14, 2008
MATCH LINE SEE SHEET 19 DETAIL 'B'
LOT 9
(SOLAR LOT)
45.235 ACRES:!:
(E39) (E40)
SPRING SLOUGH
FOUND MONUMENT TABLE:
NO. DESCRIPTION
REF. # BRG. AND DIST./STATION
F~75/s-102 j S 73053128" W 0.12'
F-75/S-102 S 67047'58" W 0.22'
SN 37506 S 54037124" W 0.22'
74 FND 5/8" IRON ROD WI YPC "BRANCH ENGR LS 1138"
75 FND 5/8" IRON ROD WI YPC "BRANCH ENGR LS 1138"
76 FND 5/8" IRON ROD W / YPC "SKINNER & ASSOCIATES"
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---------------------------------------
MATCH LINE.SEE SHEET 16
------------------ --------------
NO' f]!;:
THE EXTERIOR BOUNDARIES ON THIS PLAT AND THEIR MEASURED DIMENSIONS AS SHOWN
HEREON, ARE t'Jf.K COUNTY SURVEY FILE NO. 39772.
" I I I I I " I, I
TAX MAP 17-03-15-4. TAX LOT 2200
. TAX MAP 17-03-14. TAX LOTS 1200,1600& 1800
: TAX MAP 17-03-23-22. TAX LOTS 200-700
. TAX MAP 17-03-22. TAX LOTS 300,700-1400 CITY OF SPRINGFIELD FILE NO. SUB2008-000
I II I I II
RECORDED
LANE COUNTY SURVEYORS OFFICE
DATE:
COUNTY CLERK
C.S. FILE NO.
FILING DATE
~-------------~------ ------------------
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BY:
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M.~'
II OREGON 5
JULY 20, 2001 .
DANNY M. DENNING
56640 ./
EXPIRES 12/31/0~
"I CERTIFY THAT THIS SURVEY
WAS PREPARED USING HP
PRODUCT #51640A ON
CONTINENTAL #JPC4M2
POLYESTER FILM. II
EASEMENT TABLE:
(El7) - 50.00 FOOT WIDE PUBLIC STORM DRAIN EASEMENT
(E39) - LOT 9 DRAINAGE EASEMENT. SEE DECLARATION FOR PARTICULARS
(E40) - LOT 9 RIVER FRONTAGE RESERVATION FOR PUBLIC TRAIL EASEMENT.
SEE DECLARATION FOR PARTICULARS
Date Received:
APR 1 ~ 2008
. *, "
Ongtnai
lfI'!1:II. ConsuJtJng Engineers
111 sw Ftfth A~l.tl Suite 2400 PortIard, a1 97204-P&f) .
(503) 227-3251 Civil Fax (503) 274-4681
Denver Eugene Los Angeles Pasadena Phoenix Portland St. Louis
Sacramento San Diego San Francisco Seattle Tacoma
JOB NO. 301140.78
SHEET 17 OF 23
RIVERB~ND, PHASE II
LOCATED IN THE EAST HALF OF SECTION 22, NW QUARTER
SECTION 23, SE QUARTER SECTION 15, SW QUARTER SECTION 14,
TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMEfl~ MERIDIAN
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
MATCH LINE SEE'SHEET 20 APRIL 14,2008
RECORDED
LANE COUNTY SURVEYORS OFFICE
DATE:
COUNTY CLERK
C.S. FILE NO.
FILING DATE.
BY:
-~--------------------------------------------------------------------------------~----------------~
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NO. DESCRIPTION
8 FND1/2" IRON PIPE FLUSH WITH GROUND
9 FND 5/8" IRON ROD W / YPC IISKINNER & ASSOCIATESII
20 FND 5/8" IRON ROD WI YPC "SKINNER & ASSOCIATES"
21 FND 5/8" IRON ROD NO CAP DOWN 0.50'
REF. # BRO. AND DIST./STATION
SN 17222 N 54046'1511 E 0.07'
SN 37506 N 86006'52" W 0.09'
SN 37506 HELD
NORECORD S 24014'51" E 1.22'
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EASEMENT TABLE:
(E18) - 15.00 FOOT WIDE PRIVATE STORM DRAIN EASEMENT
(E39) - LOT 9 DRAINAGE EASEMENT. SEE DECLARATION FOR PARTICULARS
(E40) - LOT 9 RIVER FRONTAGE RESERVATION FOR PUBLIC TRAIL EASEMENT.
SEE DECLARATION FOR PARTICULARS
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1 INCH = 50 FEET
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LEGEND:
.
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DENOTES FOUND MONUMENT AS NOTED IN FOUND MONUMENT TABLE
DENOTES FOUND MONUMENT ID NUMBER, SEE FOUND MONUMENT TABLE
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lfI'!l:lI. Consulting Engineels
111 SM!. FtfIh A~ Suite 2400 Portland, at 97204-8628
(503) 227-3251 Civil Fax (503) 274-4681
Denvel Eugene Los Angeles Pasadena Phoenix Pall/and St. Louis
Sacramento San Diego San Francisco Seattle Tacoma
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POLYESTER FILM."
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Date Received:
APR 14 2008
---
"
M IO~~
t OREGON '- J
LY 20. 2001
DANNY M. DENNING
56640 ' /
EXPIRES 12/31/06)
I,. I ,I II I
- TAX MAP 17-03-15-4. TAX LOT 2200
~TAX MAP 17-03-14. TAX LOTS 1200,1600 & 1800
~ TAX MAP 17-03-23-22. TAX LOTS 200-700
TAX MAP 17-03-22. TAX LOTS 300,700-1400
III III I.
NOTE:
THE EXTERIOR BOUNDARIES ON THIS PLAT AND THEIR MEASURED DIMENSIONS AS SHOWN
HEREONJ ARE PER COUNTY SURVEY FILE NO. 39772.
III I I I I I I I I I
CITY OF'SPRINGFIELD FILE NO. SUB2008-000
JOB NO. 301140.78
SHEET 18 OF 23
\
~-------------~------ ----------~-------
MATCH LINE SEE SHEET 17
Date Rece\ved:
APR , 4 2003
NOTE:
THE EXTERIOR BOUNDARIES ON THIS PLAT AND THEIR MEASURED DIMENSIONS AS SHOWN
HEREON, ARE PER COUNTY SURVEY FILE NO. 39772.
RIVERBEND, PHASE II .
LOCATED IN THE EAST HALF OF SECTION 22, NW QUARTER
SECTION 23, SE QUARTER SECTION 15, SW QUARTER SECTION 14,
TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
APRIL 14, 2008
RECORDED
DATE:
COUNTY CLERK
BY:
DETAIL 'A'
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'"' o~ <j;......n;, INSTRUMENT NO. 8842601 LANE
I ~ * / ~()j COUNTY DEED RECORDS
./ . ~ . 4 10' PUBLIC ROAD EASEMENT PER
@ ",4) . RECEPTION NO. 88-41977, LANE
@.v / / COUNTY DEED RECORDS
NORTH LINE OF WILLIAM M.
STEVENS D.L.C. NO. 46 /
BASIS OF BEARINGS /
S88016'40"E @
- @. ~~
.","'" @
, 2
. /ROADWAYEASEMENTPER
\ /" VOLUME 93, PAGE 591
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L66
L67
L68
L69
L70
L71
L72
L74
L75
DETAIL 'B'
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NO. DESCRIPTION
1 FND 2" BRASS DISK "LANE COUNTY C45, C46"
2 FND 5/8" IRON ROD W / YFC "SKINNER & ASSOCIATES"
3 FND PK AND WASHER fiLS 2069"
4 FND 1-1/2" BRASS .CAP IN CURB "LSSO RPS 1994"
5 FND 1..1/2" BRASS CAP IN CURB "LSSO RPS 1994"
6 FND PK W / WASHER "OLSON & GOEBEL LS 655"
19 FND 5/8" IRON ROD NO CAP DOWN 0.30'
20 FND 5/8" IRON ROD W / YFC "SKINNER & ASSOCIATES"
83 FND 5/8" IRON ROD WI YFC "SKINNER & ASSOCIATES"
REF. #
IN 12677
SN 37506
SN 32542
IN 12677
IN 12677
NO RECORD
SN 13903
SN 37506
SN 37506
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OF BALDY VIEW STATIONING
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INITIAL POINT ...
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00
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(SOLAR LOT)
45.235 ACRES;!:
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BEGINNING PERPENDICULAR TO \.0\'
MONUMENT NO.1...
RECEPTION NO, 44944 rp()~(j
(E39) (E40)
25.00'
"-251 WIDE DEDICATION FOR PUBLIC ROAD
EASEMENT ACCEPTED IN INSTRUMENT. REEL 127
PAGE 540. RECORDED IN DEED. REEL 1379
RECEPTION NO. 8544778. DATED 12-18-1985
END.OF RECEPTION NO. 854478,
BEGIN RECEPTION NO. 8544777.
25.16'
\
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LOT 9
(SOLAR LOT)
45.235 ACRES;!:
201 WIDE ACCESS EASEMENT""
PER VOLUME 118, PAGE 95 \.
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25' WIDE DEDICATI FOR PUBLIC ROAD EASEMENT~
ACCEY'l'l!ID IN INST UMENT, REEL 127 PAGE 541.
RECORDED IN DEED, RE L 1379 RECEPTION NO. 8544777,
DATE 12-18-1985
25.00'
(E39) (E40)
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LEGEND:
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DENOTES FOUND 5j8"x30" IRON ROD W jYPC MARKED IIKPFF INC.", SET IN SN 39772 (HELD)
DENOTES FOUND MONUMENT AS NOTED IN FOUND MONUMENT TABLE
DENOTES FOUND MONUMENT ID NUMBER, SEE FOUND MONUMENT TABLE
EASEMENT TABLE:
, 'oa\ submitta\--
Ong\
50
TAX LOT 100
END OF RECEPTION NO. 854477,
BEGIN RECEPTION NO. 32298.
(EI4) - 25.00 FOOT WIDE PUBLIC STORM DRAIN EASEMENT
(E17) - 50.00 FOOT WIDE PUBLIC STORM DRAIN EASEMENT
(E39) - LOT 9 DRAINAGE EASEMENT. SEE DECLARATION FOR PARTICULARS
(E40) - LOT 9 RIVER FRONTAGE RESERVATION FOR PUBLIC TRAIL EASEMENT.
SEE DECLARATION FOR PARTICULARS
25' WIDE DEDICATION FOR PUBLIC ROAD EASEMENT
ACCEy ll!1D IN INSTRUMENT. REEL 279,
RECEPTION NO. 32298, DATED 01-07-1966
~ REGIS
PRO
LA VEYOR
Ivl~<\
I OREGON 'J
J LY 20, 2001
DANNY M. DENNING
\.. 56640 ,/
EXPIRES 12/31/09
"I CERTIFY THAT THIS SURVEY
WAS PREPARED USING HP
PRODUCT #51640AON
CONTINENTAL #JPC4M2
POLYESTER FILM.II
------------------------------------
MATCH LIl'fE SEE SHEET 6
~
." I I I, I II I III I,
- TAX MAP 17-03-15-4. TAX LOT 2200
. TAX MAP 17-03-14. TAX LOTS 1200,1600& 1800
. TAX MAP 17-03-23-22. TAX LOTS 200-700
TAX MAP 17-03-22. TAX LOTS 300,700-1400 CITY OF SPRINGFIELD FILE NO. SUB2008-000
'.
LANE COUNTY SURVEYORS OFFICE
C.S. FILE NO.
FILING DATE.
BRG. AND DIST.jSTATION
HELD BVL STATION 0+00
HELD
N 57040'50" W 39.23' (FROM 1)
N 52055'50" W 96.16' (FROM 1)
N 20029'39" E 59.451 (FROM 1)
N 42042'47" W 19.90' (FROM I)
BVL3+38.57 HELD
HELD
HELD
LINE TABLE
BEARING
S42038'13"W
N24052'3511W
N42038'13"E
S33050'47"E
N33050'47"W
S33050'47"E
N42038'13"E
S42038'13"W
N33050'47"W
DISTANCE
84.21
10.82
82.47
5.30
25.00
25.00
3.00
3.00
35.28
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25 50
100
1 INCH = 50 FEET
I1I1l:lI Consulting Engineers
tf1 8M! Fifth A~ Suite 2400 Patland, (R 97204-3628
(503) 227-3251 eM! Fax (503) 274-4681
Denver Eugene Los Angeles Pasadena Phoenix Portland St. Louis
Saclamento San Diego San Francisco SealHe Tacoma
JOB NO. 301140.78
SHEET 19 OF 23
NOTE:
THE EXTERIOR BOUNDARIES ON THIS PLAT AND THEIR MEASURED DIMENSIONS AS SHOWN
HEREON, ARE PER COUNTY SURVEY FILE NO. 39772.
RIVERBEND, PHASE II
LOCATED IN THE EAST HALF OF SECTION 22, NW QUARTER
SECTION 23, SEQUARTER SECTION 15, SW QUARTER SECTION 14,
TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETIE M~RIDIAN
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
APRIL 14,2008
RECORDED
LANE COUNTY SURVEYORS OFFICE
DATE:
COUNTY CLERK
C.S. FILE NO..
FILING DATE
BY:
FOUND MONUMENT TABLE:
21
71
72
73
FND 5/8" IRON ROD NO CAP DOWN 0.50'
FND 5/811 IRON ROD WI YPC IISKINNER & ASSOCIATES"
FND 5/811 IRON ROD W/ YPC IISKINNER & ASSOCIATES"
FND 5/8" IRON ROD W / YPC "SKINNER & ASSOCIATES"
REF. # BRO. AND DIST./STATION
NO RECORD S 24014'5111 E 1.22'
SN 37506 HELD
SN 37506 S 34053'3211 W 0.09'
SN 37506 S 61003'0211 W 0.07'
EASEMENT TABLE:
(EI4) - 25.00 FOOT WIDE PUBLIC STORM DRAIN EASEMENT
(E39) - LOT 9 DRAINAGE EASEMENT. SEE DECLARATION FOR PARTICULARS
(E40) - LOT 9 RIVER FRONTAGE RESERVATION FOR PUBLIC TRAIL EASEMENT.
SEE DECLARATION FOR PARTICULARS
NO. DESCRIPrION
LEGEND:
. DENOTES FOUND MONUMENT AS NOTED IN FOUND MONUMENT TABLE
CD . DENOTES FOUND MONUMENT ID NUMBER, SEE FOUND MONUMENT TABLE
P DENOTES SET 5/81x30" IRON WI YPC ROD MARKED "KPFF INC."
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ms'll. Fifth A~ Suite 2400 PatIancI, OR 97204-3628
(503) 227-3251 Civil Fax (503) 274-4681
Denver Eugene Los Angeles Pasadena Phoenix Portland St. Louis
Sacramento San Diego San Francisco Seattle 1acoma
Date Received:
. TAX MAP 17-03-15-4. TAX LOT 2200"
TAX MAP 17-03-14. TAX LOTS 1200,1600& 1800
= TAX MAP 17-03-23-22. TAX LOTS 200-700
"TAX MAP.17-03-22. TAX LOTS 300,700-1400
AL
RVEYOR III CERTIFY THAT THIS SURVEY
IAA i\ II -I.. : . WAS PREPARED USING HP
,y\. ~5 PRODUCT#51640AON
CONTINENTAL #JPC4M2
OREGON " POLYESTER FILM."
ULY 20, 2001
DANNY M.. DENNING
, 56640 /
EXPIRES 12/31/06)
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1 INCH = 50 FEET
JOB NO. 301140.78
SHEET 20 OF 23
- CITY OF SPRINGFIELD FILE NO. SUB2008-000
RIVERBEND, PHASE II
LOCATED IN THE EAST HALF OF SECTION 22, NW QUARTER
SECTION 23, SE QUARTER SECTION 15, SW QUARTER SECTION 14,
TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMErr~ MERIDIAN
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
APRIL 14, 2008
RECORDED
LANE COUNTY SURVEYORS OFFICE
DATE:
COUNTY CLERK
C.S. FILE NO.
BY:
FlUNG DATE
/'
REGISTERED
PROFESSIONAL
LAND SURVEYOR
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20. 2001
i ANNY M. DENNING
" 56640 ,/
EXPIRES 12/31/ <it:)
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PARTITION
PLAT NO.
2006-P2030
ZONING LEGEND:
PARCEL 1
I
I
ZONING BOUNDARY NOTE:
THE BOUNDARY OF THE MEDICAL SERVICES ZONE WITHIN LOT 8
EAST OF RIVERBEND DRIVE IS BOUNDED ON THE EAST BY THE
McKENZIE RIVER RIPARIAN AREA BOUNDARY AS SHOWN HEREON.
LOT 8 NORTHERLY OF BALDY VIEW LANE IS ZONED MEDIUM
DENSITY RESIDENTIAL
~ LOW DENSITY RESIDENT~L ZONING
~~. MIXED USE COMMERCIAL ZONING
McKENZIE RIVER RIPARIAN
AREA BOUNDARY
PARCEL 2
"
"
MEDICAL SERVICES ZONING
MEDIUM DENSITY RESIDENTIAL ZONING
Date Received:
APR 1 4 2008
. ~ ~ * * . ~ . . . . ; , . . . ~
. . . ~ . . . . . . . . . . I .
1'1 I I
~ TAX MAP 17-03-15-4. TAX LOT 2200
- TAX MAP 17-03-14. TAX LOTS 1200, 1600 & 1800
-TAX MAP 17-03-23-22. TAX LOTS 200-700
TAX MAP 17-03-22. TAX LOTS 300,700-1400
I
CITY OF SPRINGFIELD FILE NO. SUB2008-000.
II11Zl/ Consulting Engineers
111 SW Fifth A~ Suite 2400 PatIand, OR 97204-3628
(503) 227-3251 Civil Fax (503) 274-4681
Denver Eugene Los Angeles Pasadena Phoenix PorUand St. Louis
Sac/amento San Diego San Francisco SealUe Tacoma
JOB NO. 301140.78 SHEET 21 OF 23
1) NORTH 01046'43" EAST 277.06 FEET; THENCE
2) SOUTH 88016'40tl EAST 170.27 FEET; THENCE
3) SOUTH 01041'36'1 WEST 277.23 FEET TO A POINT ON THE NORTHERLY LINE OF SAID PEACE HEALTH TRACT DESCRIBED IN
SAID STATUTORY WARRANTY DEED RECORDED DECEMBER 31.2001 AS FEE NO. 2001-088572. LANE COUNTY OREGON DEED
RECORDS; THENCE .
SOUTH 88013123" EAST 137.31 FEET; THENCE SOUTH 24056'24" EAST 276.88 FEET TO A POINT OF CUSP OF A 458.00-FOOT RADIUS
NON-TANGENT CURVE TO THE RIGHT. FROM WHICH POINT THE CENTER OF ARC BEARS SOUTH 00032'01" EAST; THENCE 18.03
ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 020 15t21 II. WITH A LONG CHORD OF SOUTH 89024'2011 EAST
18.03 FEET; THENCE SOUTH 880 16t40" EAST 381.59 FEET; THENCE NORTH 7502414111 EAST 33.83 FEET; THENCE SOUTH 88016'40"
EAST 556.15 FEET TO A POINT ON THE EAST LINE OF SAID WILLIAM M. STEVENS DONATION LAND CLAIM NO. 46; THENCE
COlNCIDENT WITH SAID EAST LINE NORTH 24052'3511 WEST 574.57 N~~T TO THE POINT OF BEGINNING.
TOGE utJ!.R Wlm THE FOLLOWING DESCRIBED. TRACT:
COMMENCING AT THE ABOVE SAID POINT "A"; THENCE ALONG THE SOUTH LINE OF THAT CERTAIN TRACT OF LAND
CONVEYED TO KAY A. RENKEN MARCH 7TH, 2002 RECORDED IN LANE COUNTY DEED DOCUMENT NUMBER 2002-017959
NORTH 880 13' 2311 WEST, 8.99 FEET TO THE SOUTHWEST CORNER THEREOF BEING MARKED BY A 5/8 INCH IRON ROD WITH A
YELLOW PLASTIC CAP MARKED "KPFF INC.", SET PER LANE COUNTY SURVEY NUMBER 39772, FURTHER DESCRlBEI> AS
BEING ON THE EASTERLY RIGHT -OF-WAY OF GAME FARM ROAD (SAID POINT BEING 35.00 FEET EASTERLY OF THE
CENTERLINE THEREOF, MEASURED PERPENDICULAR THERETO); THENCE ALONG SAID EASTERLY RIGHf-OF-W A Y LINE THE
FOLLOWING THREE (3) COURSES AND DISTANCES:
1) THENCE SOUTH 020 24' 36" EAST, 122.68 FEET; THENCE
2) NORTH 870 34t 37" WEST, 5.02 FEET SOUTH (SAID POINT BEING 30.00 FEET EASTERLY OF THE CENTERLINE THEREOF,
MEASURED PERPENDICULAR THERETO); THENCE
3). SOUTH 020 24t 36" EAST, 34.24 FEET TO THE TRUE POINT OF BEGINNING OF THE HERElN DESCRIBED TRACT; THENCE
CONTINUING ALONG SAlD W ASTERL Y RlGHT-OF-W A Y THE FOLLOWING FIVE (5) COURSES AND DISTANCES:
1) SOUTH 020 24' 3611 EAST, 5.07 FEET TO THE BEGINNING OF A 40.00 FOOT RADIUS NON-TANGENT CURVE TO THE RIGHT, FROM
WHICH POINT THE CENTER OF ARC BEARS SOUTH 15002' 52" WEST; THENCE
2) SOUTHERLY 87.07 FEET ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 1240 42t 4111, AND WHOSE LONG
CHORD BEARS SOUTH 120 35' 48" EAST, 70.87 FEET TO THE BEGINNING OF A 35.00 FOOT RADIUS COMPOUND CURVE TO THE
LEFT; THENCE
3) SOUTHWESTERLY 23.48 FEET ALONG THE ARC OF SAID CURVE THROUGH CENTRAL ANGLE OF 380 261 24", AND WHOSE
LONG CHORD BEARS SOUTH 300 32' 21 tI WEST, 23.04 FEET TO A POINT BEING 30.00 FEET EASTERLY OF THE CENTERLINE
THEREOF.. MEASURED PERPENDICULAR THERETO; THENCE
4) SOUTH 020 24'36" WEST, 192.37 FEET; THENCE
5) SOUTH 010 07t 36" EAST, 110.62 FEET TO THE NORTHWEST CORNER OF PARCEL 1 t'bK LANE COUNTY P ARll110N PLAT
NUMBER 2002-PI627; THENCE LEAVING SAID EASTERLY RIGHT -OF-WAY LINE ALONG THE NORTH, EAST AND SOUTH
BOUNDARIES OF SAID PARn HON PLAT THE FOLLOWING THREE (3) COURSES AND DISTANCES:
1) SOUTH 880 16' 40" EAST. 425.58 FEET TO THE NORTHEAST CORNER THEREOF; THENCE
2) SOUTH 02006' 16t1 EAST, 411.60 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE
3) NORTH 880 16' 40" WEST, 427.60 FEET TO THE SOUTHWEST CORNER THEREOF AND A POINT ON THE EASTERLY
RIGHT-OF-WAY LINE OF GAME FARM ROAD (SAID POINT BEING 30.00 FEET EAS! t<..KL Y OF THE CEN 1 bKLINE THEREOF,
MEASURED PERPENDICULAR THERETO); THENCE ALONG SAID RIGHT-OF-WAY LINE THE FOLLOWING TWO (2) COURSES AND
DISTANCES:
1) SOUTH 010 07' 36" EAST. 28.16 FEET; THENCE
2) SOUTH 01049' 36" EAST, 93.24 FEET TO THE INTERSECTION WITH THE NORTHERLY RIGHT -OF-WAY LINE OF CARDINAL WAY
AS DESCRIBED IN THE WARRANTY DEED TO THE CITY OF SPRINGFIELD RECORDED - AS FEE NUMBER
. LANE COUNTY DPPO RECORDS; THENCE LEAVING SAID EASTERLY RIGHT -OF-WAY LINE ALONG THE
NORTHERLY RIGHT-OF-WAY LINE OF CARDINAL WAY THE FOLLOWThlG FIVE (5) COURSES AND DISTANCES:
1) SOUTH 530 07' 05" EAST, 25.18 FEET TO THE BEGINNING OF A RADIUS OF 329.50 FEET NON-TANGENTIAL CURVE TO THE
RIGHT, FROM WHICH POINT THE CENTER OF ARC BEARS SOUTH 040 54' 2211 WEST; THENCE
2) 31.75 FEET ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 05031' 17". AND WHOSE LONG CHORD BEARS
SOUTH 820 19159" EAST, 31.74 FEET TO THE BEGINNING OF A 334.54 FOOT NON-TANGENT COMPOUND CURVE TO THE RIGHT
FROM WHICH POINT THE CENTER OF ARC BEARS SOUTH 070 011 20"WEST; THENCE '
3) 157.53 FEET ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 260 58t 45", AND WHOSE LONG CHORD
BEARS SOUTH 690 29' 18" EAST, 156.08 FEET; THENCE
4) SOUTH 560 22' 10" EAST. 84.04 FEET TO THE BEGINNING OF A 250.00 FOOT NON-TANGENT CURVE TO THE LEFT. FROM WHICH
POINT THE CENTER OF ARC BEARS NORTH 370 22' 58" EAST; THENCE
5) 109.14 FEET ALONG THE ARC SAID CURVE THROUGH A CENTRAL ANGLE OF 25000' 4811, AND WHOSE LONG CHORD BEARS
SOUTH 65007126" EAST, 108.28 FEET; THENCE
6) NORTH 460 16121" EAST. 59.33 FEET TO THE INTERSECTION WITH THE WESTERLY RIGHT-OF-WAY LINE OF MARTIN LUTHER
JR. PARKWAY AS DESCRIBED IN THE WARRANTY DEED TO THE CITY OF SPRINGFIELD RECORDED - AS l' b~
NUMBER, , LANE COUNTY DEED RECORDS; THENCE LEAVING SAID NORTHERLY RIGHT-OF-WAY LINE ALONG
SAID WESTERLY RIGHT-OF-WAY LINE THE FOLLOWING FOUR (4) COURSES AND DISTANCES:
1) NORTH 07022' lO"EAST. 348.74 FEET TO THE BEGINNING OF A 600.00 FOOT RADIUS CURVE TO THE LEFT; THENCE
2) NORTHERLY 239.69 FEET ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 22053' 21", AND WHOSE LONG
CHORD BEARS NORTH 040 041 31" WEST, 238.10 FEET TO THE BEGINNING OF A 727.00 FOOT RADIUS COMPOUND CURVE TO THE
LEFT; THENCE
3) NORTHWESTERLY 687.26 FEET ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 540 09t 50". AND WHOSE
LONG CHORD BEARS NORTH 42036' 06" WEST, 661.95 FEET; THENCE
4) SOUTH 50032' 40tl WEST, 25.18 FEET TO SAID POINT OF BEGINNING.
EXCEPTING THOSE PORTIONS OF THE HEREIN DESCRIBED TRACT LYING BELOW THE ORDINARY HIGH WAlbK MARK OF
SPRING SLOUGH, WHICH IS UNDER OWNERSHIP OF THE STATE OF OREGON.
ALSO EXCEPTING THOSE PORTIONS OF THE HEREIN DESCRIBED TRACT LYING BELOW THE ORDINARY HIGH W AIJjK MARK
OF THE MCKENZIE RIVER, WHICH IS UNDER OWNERSHIP OF THE STATE OF OREGON.
ALSO EXCEPTING THE FOLLOWING DESCRIBED TRACT:
COMMENCING AT THE NORTHEAST CORNER OF WILLIAM M. STEVENS DONATION LAND CLAIM NO. 46; THENCE ALONG THE
EAST LINE OF SAID D~C SOUTH 240 52t 35" EAST, 627.21 FEET TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED
TRACT; THENCE LEA \rmG SAID EAST LINE NORTH 670 18t 25" EAST, 25.02 FEET TO AN ANGLE POINT ON THE SOUTHWESTERLY
BOUNDARY OF THAT TRACT OF LAND DESCRIBED IN THAT CERTAIN STATUTORY WARRANTY DEED TO PEACEHEALTH, A
WASHINGTON NON-PROFIT CORPORATION R,ECORDED DECEMBER 31,2001 AS DEED DOCUMENT NUMBER 2001-088573
THENCE ALONG SAID SOUTHWESTERLY BO)NDARY THE FOLLOWING SEVEN (7) COURSES AND DISTANCES:
1) NORTH 670 18' 25" EAST, 664.70 FEET; THENCE
2) SOUTH 24052'35" EAST. 150.24 FEET; THENCE
3) SOUTH 670 17' 51" WEST, 190.87 FEET; THENCE
4) SOUTH 220 25' 42" EAST, 101.79 FEET; THENCE
5) SOUTH 330 09' 02tl WEST, 67.76 FEET; THENCE
6) SOUTH 25057' 14" EAST, 174.70 FEET; THENCE
7) SOUTH 680 031 45" WEST, 20.35 FEET; THENCE
LEAVING SAID SOUTHWESTERLY LINE ALONG THE SOUTH BOUNDARY LINE PER THE PLAT OF BALDY VIEW CONDOMINIUMS
SUPPLEMENTAL PLAT, FILE 75, SLIDE 1112, LANE COUNTY SURVEYOR'S OFFICE AND THE SOUTHWESfbKLY EXlbl'lSION
THEREOF SOUTH 670 171 311t WEST. 419.91 FEET TO A POINT ON SAID EAST LINE OF WILLIAM M. STEVENS DONATION LAND
CLAIM NO. 46; THENCE COINCIDENT WITH SAID EAST LINE NORTH 240 52' 35" WEST, 464.59 FEET TO SAID POINT OF
BEGINNING.
TOTAL AREA CONTAINING 6,496,510 SQUARE FEET (149.139 ACRES), MORE OR LESS
· CITY 'O'F 'SPRINGFIELD FILE NO. SUB2008-000_ !
,
SURVEYOR'S CERTIFICAfl!;
A PARCEL OF LAND LOCATED IN THE EAST HALF OF SECTION 22, THE NORTHWEST AND SOUTHWEST QUARTERS OF SECTION
23, THE SOUTHEAST QUARTER OF SECTION 15. AND THE SOUTHWEST QUARTER OF SECTION 14, ALL IN TOWNSHIP 17 SOUTH.
RANGE 3 WEST, WILLAMEll b MERIDIAN. LANE COUNTY. OREGON AND BEING MORE PARTICULARLY DESCRIBED AS
FOLLOWS:
BEGINNING AT THE ,INITIAL POINT MARKED BY A 5/8 INCH IRON ROD WITH YELLOW PLASTIC STAMPED "KPFF INC',
BEARING SOUTH 24052t35" WEST 18.10 FEET FROM THE NORTHEAST CORNER OF THE WILLIAM M. STEVENS DONATION LAND
CLAIM NO. 46. TOWNSHlP 17 SOUTH. RANGE 3 WEST, WILLAMETIE MERIDIAN; THENCE ALONG THE SOUTHEASTERLY
RIGHT-OF-WAY LINE OF DEADMOND FERRY ROAD (COUNTY ROAD NO. 90) NORTH 42038t 13" EAST 264.90 FEET; THENCE
LEAVING SAID RIGHT -OF-WAY LINE ALONG THE NORTHERLY AND EASTERLY BOUNDARIES OF PARCEL 1 AS DESCRIBED IN
THAT CERTAIN WARRANTY DEED TO ARLIE & COMPANY, AN OREGON CORPORATION, RECORDED OCTOBER 10,2001 AS FEE
NO. 2001-066909.LANE,COUNTY OREGON DEED RECORDS THE FOLLOWING TWO (2) COURSES AND DISTANCES:
1) SOUTH 33050'47" EAST 177.03 FEET; THENCE
2) NORTH 42038113" EAST 593.52 FEET, MORE OR LESS, TO THE MIDDLE OF SPRING SLOUGH;
THENCE ALONG THE MIDDLE OF SAID SPRING SLOUGH THE FOLLOWING SIXTEEN (16) COURSES AND DISTANCES:
1) SOUTH 55017'48" EAST 46.86 FEET; THENCE
2) SOUTH 37032139" EAST 94.07 FEET; THENCE
3) SOUTH 46004'03" EAST 113.61 FEET; THENCE
4) SOUTH50012'27" EAST 82.30 FEET; THENCE
5) SOUTH 58012'25" EAST 19.89 FEET; THENCE
6) NORTH 68006139" EAST 77.47 FEET; THENCE
7) NORTH 74043'23" EAST 94.53 FEET; THENCE
8) NORTH 78012'24" EAST 50.73 FEET; THENCE
9) NORTH 86041153" EAST 59.91I'b~T; THENCE
10) SOUTH 71014'51" EAST 82.62 FEET; THENCE
11) SOUTH 49036'32" EAST 174.98 FEET; THENCE
12) SOUTH 19056153" EAST 168.98 FEET; THENCE
13) SOUTH 35050'09" EAST 202.46 FEET TO THE NORTHEAST CORNER OF BALDY VIEW CONDOMlNlUMS, RECORDED IN FILE 75,
SLIDES 102-105, LANE COUNTY OREGON PLAT RECORDS; THENCE
14) SOUTH 28024t20"EAST 534.19 FEET ALONG THE LINE DESCRIBED IN THAT CERTAIN BOUNDARY LINE AGREEMENT
RECORDED ON REEL 840R, INSTRUMENT NO. 77-18900, LANE COUNTY OREGON DEED RECORDS TO THE SOUTHEAST CORNER
OF SAID BALDY VIEW CONDOMINIUMS; THENCE
15) SOUTH 42003'32" EAST 50.64 FEET; THENCE
16) SOUTH 29021112" EAST 377.40 FEET TO THE ORDINARY HIGH WATER LINE OF THE MCKENZIE RIVER AS SHOWN ON U.S.
ARMY CORPS OF ENGINEERS MAP MK 1-1-17, DAlbU MAY 2. 1947;
THENCE FOLLOWING SAID ORDINARY HIGH WATER LINE IN A SOUTHWESTERLY DIRECTION TO A POINT ON THE EASTERLY
PROJECTION OF THE NORTH LINE OF A TRACT OF LAND CONVEYED TO F.G. YOUNG BY DEED RECORDED IN VOLUME 73,
PAGE 508, LANE COUNTY OREGON DEED RECORDS, BEARING SOUTH 43028137" WEST, 3075.73 FEET FROM THE LAST POINT;
THENCE NORTH 88010'40" WEST 129.07 FEET ALONG SAID EASTERLY PROJECTION TO THE NORTHEAST CORNER OF SAID F.G.
YOUNG TRACT; THENCE CONTINUING ALONG SAID NORTH LINE NORTH 88010'40" WEST 940.75 FEET TO THE INTERSECTION
WITH THE EASTERLY RIGHT-OF-WAY LINE OF MARTIN LUTHER JR. PARKWAY AS DESCRIBED IN THE WARRANTY DEED TO
THE CITY OF SPRINGFIELD RECORDED - AS FEE NUMBER , LANE COUNTY DEED RECORDS; THENCE
LEAVING SAID NORTH COINCIDENT WITH SAID EASTERLY RIGHT-OF-WAY LINE THE FOLWWING TWENTY-FIVE (25)
COURSES AND DISTANCES:
1) NORTH 030 29t 25" EAST, 26.35 FEET; THENCE
2) NORTH 06041' 41" WEST, 20.71 FEET; THENCE '
3) NORTH 370 29' 2211 WEST, 3.98 FEET TO THE BEGINNING OF A 1396.95 FOOT RADIUS NON-TANGENT CURVE TO THE RIGHT,
FROM WHICH POINT THE CENTER OF ARC BEARS NORTH 820 21' 12" EAST; THENCE
4) 93.39 FEET ALONG THE ARC SAID CURVE THROUGH A CENTRAL ANGLE OF 030 49t 49", AND WHOSE LONG CHORD BEARS
NORTH 050 43' 53" WEST, 93.37 FEET TO THE BEGINNING OF 1320.58 FOOT RADIUS NON-TANGENT COMPOUND CURVE TO THE
RIGHT. FROM WHICH POINT THE CENTER OF ARC BEARS NORTH 88002127" WEST; THENCE
5) 151.23 FEET ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 060 33' 41", AND WHOSE LONG CHORD
BEARS NORTH 010 19' 18" EAST, 151.15 FEET; THENCE
6) NORTH 11002122" EAST, 20.85 FEET; THENCE
7) NORTH 57012'51" EAST, 54.30 FEET; THENCE
8} NORTH 030 43' 52t1 EAST, 2.81 FEET; THENCE
9) NORTH 030 50' 47" EAST, 95.00 FEET; THENCE
10) NORTH 030 421 0811 EAST, 2.44 FEET; THENCE
11) NORTH 40054'42" WEST, 71.68. FEET; THENCE
12) NORTH 090 36' 24" EAST, 461.07 FEET; THENCE
13) NORTH 070 22' 10" EAST, 349.59 FEET; THENCE
14) NORTH 550 59' 5211 EAST. 73.81 }<~~T; THENCE
15) NORTH 17052' 01" EAST, 107.00 FEET; THENCE
16) NORTH 46036' 12" WEST, 103.72 FEET; THENCE
17) NORTH 070 22t 13" EAST, 320.40 FEET TO THE BEGINNING OF A 728.00 FOOT RADIUS CURVE TO THE LEFT; THENCE
18) 366.73 FEET ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 280 51' 47". AND WHOSE LONG CHORD
BEARS NORTH 070 03141" WEST. 362.87 FEET; THENCE
19) NORTH 210 301 30" WEST, 28.54 FEET TO THE BEGINNING OF A 828.00 FOOT RADIUS NON-TANGENT CURVE TO THE LEFT,
FROM WHICH POINT THE CENTER OF ARC BEARS SOUTH 680 18' 47" WEST; THENCE
20) 220.35 FEET ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 150 141 53t1, AND WHOSE LONG CHORD
BEARS NORTH 290 18140" WEST, 219.71 FEET; THENCE'
21) NORTH 220 171 lOti EAST. 33.41 FEET; THENCE
22) NORTH 400 39' 26" WEST, 76.00 FEET; THENCE
23) SOUTH 76008' 2311 WEST, 32.92 FEET TO THE BEGINNING OF A 826.50 FOOT RADIUS NON-TANGENT CURVE TO THE LEFT,
FROM WHICH POINT THE CENTER OF ARC BEARS SOUTH 450 51' 56" WEST; THENCE
24) 399.92 ALONG THE ARC OF SAID CURVE THROUGH A CENTRAL ANGLE OF 270 43' 25", AND WHOSE LONG CHORD BEARS
NORTH 570 59t 46" WEST, 396.03 FEET; THENCE
25) NORTH 240 50' 56" WEST, 40.39 FEET TO A POINT ON THE SOUTH LINE OF THAT CERTAIN TRACT OF LAND CONVEYED TO
KAY A. RENKEN MARCH 7, 2002 RECORDED IN LANE COUNTY DEED DOCUMENT NUMBER 2002-017959, HEREINA1< IbR KNOW
AS POINT "An; THENCE COINCIDENT WITH THE NORTHERLY LINE OF THAT CERTAIN TRACT OF LAND CONVEYED TO PEACE
HEALTH. A WASHINGTON NON-PROFIT CORPORATION, DESCRIBED IN THE STATUTORY WARRANTY DEED RECORDED
DECEMBER 31,2001 AS FEE NO. 2001-088572, LANE COUNTY OREGON DEED RECORDS; THE FOLLOWING THREE.(3) COURSES
AND DISTANCES:
1) SOUTH 88013'23" EAST 338.60 FEET; THENCE
2) NORTH 01056133" EAST 65.02 FEET; THENCE
3) NORTH 01054'03" EAST 156.20 FEET TO THE SOUTHWEST CORNER OF THAT CERTAIN TRACT OF LAND CONVEYED TO PEACE
HEALTH, A WASHINGTON NON-PROFIT CORPORATION,'DESCRIBED IN THE STATUTORY WARRANTY DEED RECORDED
DECEMBER 31, 2001 AS FEE NO. 2001-088570, LANE COUNTY OREGON DEED RECORDS; THENCE
ALONG THE WEST, NORTH AND EAST LINES OF SAID PEACE HEALTH TRACT THE FOLLOWING THREE (3) COURSES AND
DISTANCES:
TAX MAP 17-03-15~4. TAX LOT 2200'
~TAX MAP 17-03-14. TAX LOTS 1200,1600 & 1800
~TAX MAP 17-03-23-22. TAX LOTS 200-700
_ TAX MAP 17-03-22. TAX LOTS 300,700-1400
- I Ii II I I I I
RIV~RBEND, PHASE II
LOCATED IN THE EAST HALF OF SECTION 22, NW QUARTER
SECTION 23, SE QUARTER SECTION 15, SW QUARTER SECTION 14,
TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
APRIL 14, 2008
RECORDED
LANE COUNTY SURVEYORS OFFICE
DATE:
C.S. FILE NO.
COUNTY CLERK
BY:
FILING DATE
NARRATNE
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 SUBDIVISION PLAT FOR
"RIVERBEND PHASE 2" AS GIVEN TENTATIVE APPROVAL BY THE CITY OF SPRINGFIELD UNDER CASE
NO. SUB 2006-00025, A.t'.t'KOVED MARCH 24, 2005 AND AMENDED JULY 21,2006. THE BASIS OF
BEARING IS THE NORTHEAST AND NORTHWEST CORNERS OF THE WILLIAM STEVENS DLC NO. 46,
NORTH 88016'40" WEST (GRID). THOSE FOUND POINTS IDENTIFIED ON COUNTY SURVEY FILE NO.
39772, LANE COUNTY SURVEY RECORDS, BEARING SHOWN AS NORTH 89056100" EAST.
THE BOUNDARY RESOLUTION FOR THE EXTERIOR BOUNDARY OF THE RIVERBEND SUBDMSION IS
BASED UPON THE BOUNDARY SURVEY COMPLETED FOR PEACEHEATH FILED AS COUNTY SURVEY
FILE NO. 39772. LANE COUNTY SURVEY RECORDS, AND THE BOUNDARY SURVEY COMPLETED FOR
ARLIE & COMPANY FILED AS COUNTY SURVEY FILE NO. 37826, LANE COUNTY SURVEY RECORDS.
POST MONUMENTATION CERTIFICATE
ALL INTERIOR LOT CORNERS WILL BE SET WITH 5/8"x30" IRON RODS WITH YELLOW PLASTIC
CAPS MARKED t1K.t'1i,li' INC." AS SHOWN BY AN OPEN CIRCLE SYMBOL ON PAGES 1-20 OF THIS
PLAT NO LATER THAN _ ,2008.
DANNY M. DENNING, P.L.S.
REFERENCES
CSF NO. 37211
CSF NO. 37241
CSFNO.37160
CSF NO. 32308
FIRST ADDITION TO BUENA VISTA. BOOK 20, PAGE 25, LANE COUNTY PLAT RECORDS
CSF NO. 20782
CSF NO. 39772
CSF NO. 39813
PARTITION PLAT NO. 2006-P2030, LANE COUNTY PLAT RECORDS
PARTITION PLAT NO. 2002-P1627, LANE COUNTY PLAT RECORDS
./
Date Received:
APR 1 4 2008
REGISTE
P
~ RVEYOR
~/YL~lJ~
OREGON. ~
. J LY 20. 2001 .
DANNY M. DENNING
56640 /
EXPIRES 12/31/09
"
.--.
O. . ,...1
ng\n{~"
"I CERTIFY THAT THIS SURVEY
WAS PREPARED USING HP
PRODUCT #51640A ON
CONTINENTAL #JPC4M2
POLYESTER FILM."
~ Consulting Engineers
111 SW Ftfth A~ Suite 2400 PortIarr1, CR 9i204-3628
(503) 227-3251 Civil Fax (503) 274--4681
Denver Eugene Los Angeles Pasaoena Phoenix Portland St. Louis
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JOB NO. 301140.78
SHEET 22 OF 23
I
. '
RIVERBEND, PHASE II
LOCATED IN THE EAST HALF OF SECTION 22, NW QUARTER
SECTION 23, SE QUARTER SECTION 15, SW QUARfl4.iR SECTION 14,
TOWNSHIP 17 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN
CITY OF SPRINGFIELD, COUNTY OF LANE, STATE OF OREGON
APRIL 14, 2008
DECLARATION
KNOW ALL PERSONS BY THESE PRESENTS. THAT PEACE HEALTH. 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 SUBDMDED AND PLATIED IN ACCORDANCE WITH THE
PROVISIONS OF CHAJ:'l'J!iR 92 OF THE OREGON REVISED STATUTES AS HEREON SHOWN AND DOES (I)
DEDICATE TO THE FREE USE OF THE PUBLIC FOREVERTHE STREETS AS SHOWN, ALL PUBLIC UTILITY
EASEMENTS AS SHOWN, ALL PUBLIC STORM AND SEWER EASEMENTS AS SHOWN, ALL EMERGENCY
ACCESS AND PEDESTRIAN ACCESS EASEMENTS AS SHOWN, ALL SLOPE EASEMENTS AS SHOWN AND (2)
ACKNOWLEDGE THE EASEMENTS OF RECORD AS SHOWN ON THIS PLAT.
LOT 9 DRAINAGE EASEMENTS: PRIOR TO FUTURE DEVELOPMENT APPLICATIONS FOR LOT 9 PRNATE
DRAINAGE EASEMENTS SHALL BE RECORDED ON LOT 9 FOR THE BENEFIT OF LOT 8 AND OFF-SITE
PROPERTIES LOCATED EAST OF BALDY VIEW LANE AND WEST OF LOT 9 TO PROVIDE DRAINAGE ACCESS
TO THE 50-FOOT WIDE PUBLIC DRAINAGE EASEMENT ALONG THE EAST SIDE OF LOT 9.
LOT 9 RIVER FRONTAGE RESERVATION FOR PUBLIC TRAIL EASEMENT, RECEPTION
NUMBER: . THE AFORE-MENTIONED DOCUMENT CREATED A
25-FOOT-WIDE PUBLIC TRAIL EASEMENT FOR THE EXTENSION OF THE RIVERSIDE TRAIL ALONG THE
RNER FRONTAGE OF LOT 9. THE ACTUAL ALIGNMENT OF EASEMENT TO BE SITED IN CONFORMANCE
WITH APPLICABLE LAND USE DECISIONS APPLICABLE TO THIS PROPERTY.
PEACE HEALTH,
A WASHINGTON NON-PROFIT CORPORATION
BY:
MEMBER
BY:
MEMBER
BY:
MEMBER
ACKNOWLEDGMENT
STATE OF OREGON
} SS
COUNTY OF MULTNOMAH }
THIS CERTIFIES THAT ON THE DAY OF , 200_, BEFORE ME A NOTARY
PUBLIC IN AND FOR SAID STATE AND COUNTY, PERSONALLY At"J:'J!iARED
, AS MEMBER OF PEACE HEALTH, A WASHINGTON NON-PROFIT
CORPORATION
NOTARY SIGNATURE
NOTARY PUBLIC - OREGON
COMMISSION NO. .
MY COMMISSION EXPIRES
ACKNOWLEDGMENT
STATE OF OREGON }
}SS
COUNTY OF MULTNOMAH }
THIS CERTIFIES THAT ON THE DAY OF. .200_, BEFORE ME A NOTARY
PUBLIC IN AND FOR SAID STATE AND COUNTY, PERSONALLY At"J:'~ARED
t AS MEMBER OF PEACE HEALTH, A WASHINGTON NON-PROFIT
ACKNOWLEDGMENT?
STATE OF OREGON }
} SS
COUNTY OF MULTNOMAH }
THIS CEK'HlllJ!iS THAT ON THE DAY OF t 200_, BEFORE ME A NOTARY
PUBLIC IN AND FOR SAID STATE AND COUNTY, PERSONALLY APPEARED
, AS MEMBER OF PEACE HEALTH, A WASHINGTON NON-PROFIT
CORPORATION
CORPORATION
NOTARY SIGNATURE
NOTARY SIGNATURE
NOTARY PUBLIC - OREGON
COMMISSION NO.
NOTARY PUBLIC - OREGON
COMMISSION NO.
MY ,COMMISSION EXPIRES
MY COMMISSION EXPIRES
. ,
~ TAX MAP 17-03.;.15-4. TAX LOT 2200
; TAX MAP 17-03-14. TAX LOTS 1200,1600& 1800
- TAX MAP 17-03-23-22. TAX LOTS 200-700
~TAX MAP 17-03-22. TAX LOTS 300,700-1400 CITY 'OF SPRINGFIELD FILE NO~ 'SUB2008-000
I u I I I I ,I I I I IIII II
.'
I'
Iv('~)
OREGON
JULY 20, 2001 \......
DANNY M. DENNING
" 56640 ./
EXPIRES 12/31/09
RECORDED
LANE COUNTY SURVEYORS OFFICE
DATE:
, COUNTY CLERK
C.S. FILE NO. .
FILING DATE
BY:
APPROVALS
CITY PLANNING DIRECTOR
DATE
CITY SURVEYOR
DATE
LANE COUNTY ASSESSOR
DATE
LANE COUNTY BOARD OF COMMISSIONERS
DATE
GENERAL NOTES
NO BUILDING, STRUCTURE, TREE, SHRUBBERY, OR OTHER OBSTRUCTION SHALL BE PLACED OR
LOCATED ON OR IN A PUBLIC UTILITY EASEMENT.
STORM WATER DRAINAGE EASEMENT AND MAINTENANCE AGREEMENT
RECORDED
INSTRUMENT NO.
LANE COUNTY OREGON OFFICIAL RECORDS.
Date Received:
APR t ~
8
"I CERTIFY THAT THIS SURVEY
WAS t'~PARED USING HP
PRODUCT #51640A ON
CONTINENTAL #JPC4M2
POLYESTER FILM."
JOB NO. 30114078
SHEET 23 OF 23