HomeMy WebLinkAboutSurvey 21122RECORD OF SURVEY
f f » 5/8" IR W/YPCTRACT A OF UPPER TERRACE, PHASE 1", AND OTHER LANDS LOCATED IN (7.55')R26 INSCRIBED19WA ,
THE NORTHEAST 1/4 OF SECTION 5 TOWNSHIP 18 SOUTH,RANGE 12 EAST (7.48')R19,R20I7.54' (73.26')R26 i L=232.14' (73.44')R19,R20
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON ; I C5 ° 73.30'
�, 80.83
JU LY 10 2023 � (80 92')R2 R4 (80 86')R7
SCALE: 1 "= 80 FEET
E 1/16 CORNER TO S35 AND S5; °
FD 5/8' IR W/ YPC INSCRIBED f M Lo
M M
"W&H PACIFIC«; ORIGIN UNKNOWN tn
SHEET 1 OF 5
FD 5/8' IR W/ YPC INSCRIBED o
"W&H PACIFIC"; PER R14
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INSCRIBED "SCE&S";
��� �\\ f \�` o j(8O.V)Rl9,R20 (80.81')R26 �� NAIL IN 3/4' WASHER o PER R17
o i 80 0 16 40 80
i (N8932'22"E 69.60')RB � �� INSCRIBED "HWA'; PER R20
• • ' \ 2' ALUMINUM CAP �� `� � ,�� � BAR6A/N AND SALE DEED
__________--, �p o 0 2022 15321
i N89 32 23 E 69.60 1. 1
1
32 PER COUNTY SURVEY 03743;
S02'51'13"E 11.48' -- ! INSCRIBED AS SHOWN ON OCRR 546
(S02'53;32„E 11.44')R26 ° i\ 5/ 3' BELOW SURFACE " , , " �� ------ --� _ /NSTRUMENTNUMBER •� �g� �'1 �5 8" W YPC INSCRIBED
MILL A AREA Gl_ ,9Vf_HUN CENTER 1 INSTRUMENT NUMBER O
\ (S02 47 43 E 11.05)R32 ; N o LOT 1 " I 2005-59519 2017-020528 h� h e6 « / IR W/
YPC
N I 5/8 IR BENT, II 5/8" IR W/ YPC Ll�f/GYAL RECORDS (23.85')R26 �� 4j'`�� '` 5� S56'0130 W o "AKS ENGR.' PER R27
C24 L=4.32 \ o �: « TIED AT POE; I I 73.26 R26 « OfT7CIAL RECORDS "HWA"; `Lb,\ 40.00' \
Lp w (N71'04 08 E 37.36 )R26 II ( ) BEARS S00'2130 W 0.28 INSCRIBED HWA ; PER R20 (23.89 }R14 .y�
N w « PER R4; HELD II 73.44' R19 R20 2 • 1 ��
tj (N7112 08 E 36.83 )R2 R4 R32 ( ) FROM ROW (71.00 )R20 (3.95 )R20 0 „
cn 5/8 IR BENT 1 73.30 309.48 (309.33 )R20 • 'jh�O 5/8 IR W/ YPC
(N711102 E 36.83 )R23 70.95 231.25 (231.22 )R20 (231.28 )R7,R14,R26 23.92 ch „ „ G
LOT 2 TIED AT POE; ° ° ❑ ° INSCRIBED W&H PACIFIC"; PER R14 IS
N7115'47"E 37.38' 3�. S89'38'30"E 716.44' S8930'25'E R2 R4 S89'06'46"E R7 S89'O6'46"E R14 S89`38'05"E R19 R20 S8938'25'E 716.41' R26 S8930'25'E 716.43' R32 .p•��,y _ �s
----_-__,` \ o PER R23 C5 L_232ti4' M o ( } , ( ) ( } ( ) ( ) ( } 6, ti INSIDE METAL FENCE POST O `'-
1 BRASS DISK \ INDUSTRIAL WAY�-
STAMPED 'DEA INC.'; PER �� w_I QD - 5/8 IR W/ YPC" I
oo N INSCRIBED OTAK ; o o ,�p1 ,�0�° o sus so, jr
COUNTY SURVEY 16147 ► PER R23 0 b o �p� co S� s s>
(N89'34'48"E 548.84)R23 \ 1 ' a "' 635.13' SB930'25"W 635.01' R32 • , os .o
rn
N8934'41"E 543.76' \\i C4 1=149 y9 \ o ) 112.45 148.51 148.49 R26 ��l Faso J4p
° r ❑ « o_ �� L 211.94 b.
747.58 (747.63 )R4 (;47.6�0 )R26 ' ��
BEARS N18'55 57 W 0.41
i_-L� ` FROM ROW LINE; n CZ S89 38 30 E 896.09 BENT TIED AT POE;
« �� a HELD FOR STATIONING ON ROW CURVE BUT OUT OF POSITION; SEVERELY BENT; " BEARS S00'21'30"E 1.03' (1.03')R26
` (N8932 22 E �i `� � BEARS N7114'43"E 3.91' (S89 30 25 E 897.63 )R2 C3 L=79.02 �,•�
48.14 )RS \ N TIED AT SPINHOLE FROM ROW LINE; NOT HELD G� G
48.14, I. , 'FROM POINT OF CURVATURE ( " ) tP� #� \ op
S89 30 25 E R4
�� N71'04 03 E 36.83 (s8938 25 E 896.09 )R26
c I 8932 23 E (58930'48"E 897.63')R32 �P�•01�6 `ass, \
117.74 C (N7112'08'E 36.83')R2,R4
SSS• \ ��� �� (N71'908'E 36.79')R26
(N7111'45'E 36.83')R32 /pp
S4210'44"W 24.73' LEGEND SHEET INDEX
(S4210'39'W 24.73')R8 o os�
r C" • SET 5/8' IRON ROD W/YPC INSCRIBED "AKS ENGR." SHEET 1 SURVEY -WESTERLY PORTION OF PROPERTY F
LOT 6 s FOUND 5/8' IRON ROD W/ YPC INSCRIBED "LS 681"; SHEET 2 SURVEY -EASTERLY PORTION OF PROPERTY
PER R1; HELD UNLESS NOTED OTHERWISE SHEET 3 OCCUPATION AND EASEMENT MAP q • �'- �� .S
10fhVIDE TERRACE' o SHEET 4 OCCUPATION AND EASEMENT MAP
�.00�� �( FOUND H IRON ROD; SHEET 5 SURVEYOR'S NARRATIVE, REFERENCES, AND CURVE TABLES
PER R2; HELD UNLESS NOTED OTHERWISE
5/8 IR W/ YPC
LOT 7 0 , UO FOUND 5/8" IRON ROD W/ YPC INSCRIBED "WH PACIFIC"; '
L V PER R7; HELD UNLESS NOTED OTHERWISE INSCRIBED "SCE&S';
.SPELYAL lYARRANTYDEED
( I 0 FOUND 5/8" IRON ROD W/YPC CAP INSCRIBED "HWA'; INSTRUMENT NUMBER PER R3
PER R8; HELD 2022-0007
N87008'47"E �
N Z 0 FOUND 5/8" IRON ROD W/YPC INSCRIBED "HWA'; G�7= RECDRDS N
70.00 PER R9; HELD UNLESS NOTED OTHERWISE
°O � ¢ FOUND 5/8" IRON ROD W/ YPC INSCIRBED 'HWA'; TOTAL AREA: 30.02 ACRES LLJ
L i o3 m PER R10; HELD _
V SEW WAY I OO FOUND 5/8' IRON ROD W/YPC INSCRIBED 'HWA'; cn
S�1�1 _ 3 o PER R11; HELD Z
VVY� fy�� - _ Z N "' "' U") �( FOUND 5/8' IRON ROD W/YPC INSCRIBED 'HWA'; C>
p r- N CE,
N 3 3
N i Q M HWA PER R22; HELD TRACT A UPPER TERRA LLJ
LOT 8 Z z P
m FOUND TACK WITH 3/4" BRASS WASHER INSCRIBED
HASE/"
Z
C cp o 0 0 'HWA"; PER R22; HELD
« "' z Z 0 FOUND 5/8' IRON ROD W/YPC INSCRIBED "HWA"�� Z
(N87'08 32 E 5.00 )R8,R13 � • � ` O
° . 3 ;�[t` PER R26; HELD UNLESS NOTED OTHERWISE `
N87'08 47'E 5.00 M L 1 N Lq Lo
M
; ❑❑ DENOTES FOUND MONUMENT AS NOTED; /
" ; 3 '`' N HELD UNLESS NOTED OTHERWISE / \
i \
5/8" IR UNKNOWN \
I IRON PIPE ORIGIN
G j IR IRON ROD I
o z 0 W/YPC WITH A YELLOW PLASTIC CAP (30 28')R9
00
N o Z POE POINT OF ENTRY j ° 0.39 ;
1 � ROW RIGHT-OF-WAY ;\ • 10 22'
d- 3 :- OCRR OREGON CORNER RESTORATION RECORD NUMBER
NORIt/S✓DE TERRACE"' 3 Nam_ - - (9.26')R9 (10.34')R9
v
0 I
N ,�� W lag' 62 R�
Z 45.00' 30.00' ,
9
8141
LOT 9 \ �556g�15�W�RgR��RR26 I _
(N8514'59"W}R2 N „
2 (85"18 02 W 1327.74 )R9
C19 L=27.7 ,� 1S69�Zg°V�9�6iR�9� o (N85'18'02"W)R10,R12 (N85'17'50"w
�N87'08 47 E S )R26
Lq
75.00' �lS6g.�g ,4 Z W 1a9• 6g33 12 386.83' 3871 ' N85,18'40"W �327.4� \\��
.�� Z , Rg R ( 6 )R9,R12 (387.70 )R26 1297.02' (1297.80)R2 1 \` 1
A56 208.97' - (297.46')R9,R10 1297 ' ` I _
( .00 )R26 1 _
�6' PARCEL 2 (208.97)Rg (208.91')R26
c9``gti` N1576'54'E 83.09' _ SIN SCALEHO
(N15'29'39'E 83.25')R12 PARCQ 1 701.22' (701.33 )R9 (701.39')R26
N�9° �� LOT 1 PARIIl1�V PLAT N0. 1999-8 �.� _ _ �1SE LOOP (PRIVATE) 731.61'
"UPPER TERRACE, PHASE G1 5/8" I WR YPC ILLEGIBLE CAP - - NO CAP; ;
_ SHWA �,ss p �� ^ ."'� ;/ „ _ _ PER Rib NOT HELD
BEARS SO4 42 0� 0.30
(23.52) (10.36 y��\ , \ �s �� ` b NT4, (N74��21" 5/8" IR W/ YPC G139.80' (139.78')R9 PER R16 ❑ S8518 00 E 694.66' (N8518'02"W 694 ss Rs - - "
BEARS R8 R9 l TW c11B o 1 301� W W 255. p • INSCRIBED "HWA" �' 3 �-- 114.39 (114.39 )R16 N - --� -
23.53' 0.3 ' `� ; 4`9S /aW i �5506' (N�4 �R12 PER R12 "W ^ LOT.3 NAIL WITH 1! 1/2w N8518'00"W 58774' (N85'18'587.74)R9333.55'
N6934'22'E 0.54' `� ( 21 )R9 ;� "UPPER TERRACE, PHASE /" 02 W (N8518'0 "
I FROM CORNER �� cj y 4V WASHER INSCIRBED HWA
fNT 4'3 , N o q' SCALEHGYJSE BU,S/YNESS PARK" 2 W)R16
` �21 "W 191 o Z o o LOT 4 � LOT 4 LOT 1 'UPPER TERRACE, PHASE /" LOT 6
-� 9 I -_� Bj, ^ , O o N74N�4• '21 "W53 z I ZIPPER TERRACE, PHASE / 7/z /�Z'OL
1 C17 C' 8� z 30 )Rl2 `. a
1 HWA L=20.72 ok' �`�906s. I ,�� �, \` \DST �� 19"W 191 R9, .�
o, /,
RE •S4 �► REGISTERED
° _ : �� _ T 25' sv' PROFESSIONAL JOB NAME: KORPINE AKS ENGINEERING & FORESTRY, LLC
6> �'�`° �o� ho1�� li
�5 LAND SURVEYOR
CIO \ _ o � z 2777 NW LOCO DR, STE 150
843, - JOB NUMBER: 9293 BEND, OR 97703
1 1` I �� 541.317.8429
C14 , PREPARED FOR o - �� WWW.AKS-ENG.COM
DRAWN BY: CAP JAC
I L=8.39 I KENNEDY WILSON � �\ OREGON
i 503 32ND STREET #120 MAY 11, 2021
! S46035'09"W 5.00' I NEWPORT BEACH, CA 92663 �' JACOB ALLEN CARSON CHECKED BY: JDP BH JAC ENGINEERING • SURVEYING • NATURAL RESOURCES
(S4635'°''W 5.00') ' **SEE SHEET 5 FOR CURVE TA6LE AND REFERENCES 94570PLS
jR9,R11,R15,R22,R24,R25 ���
RENEWS:12 31 23 DRAWING NO.: 9293 ROS FORESTRY •PLANNING •LANDSCAPE ARCHITECTURE
-----
2112 2.. DESCwuM coUNTY 01 IRVEYOR
A�i
RECORD OF SURVEY
° CID SHEET 2 OF 5
° SO4'22'28'E 243.72' o � .�--
US 97) c
> > » (S03'50'55'E 243.72)R6o CENTERLINE)� � 5/s' IR; PER _ ALIFORNIA HIGHWAY ( TRACT A OF UPPER TERRACE, PHASE 1", AND OTHER LANDS o 0 0 o COUNTY SURVEY M o THE DALLES C ,--.�-
n 0 03729; HELD s- ��'. - �,,
" N� O O � O O � —� � W
5/8 IR, BENT r + r- N _ _ +'"� o o + <
LOCATED IN THE NORTHEAST 1/4 OF SECTION 5, TOWN SH I P 18 TIED AT POE; , o o I w - o o
PER R6 o C-A _ � � � o o0 o N
' �'' + c+o
SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, r . - w o IJ ,
N rn �'� o ��7
STA. 311+51, 86.16 RT
DESCHUTES COUNTY,OREGON - X o ( SO4'53'22'E 805.91')R10
805.01' SO4 .51,
44E 3
" 04.12'
SO4'5144 E
JULY 10 2023 / (SO4.53'22"E 304.12')R10,R1
1,R18
►
5,R6R2a ', Cl
w S.'51'44" E 500.95� (SO4'5S22"E 501.79)R10,R33
SO4 STA: 314+55.00, 65.00' RT
STA: 306+37.66, 90.00' RT; M (314+55.00, 65.00' RT)R28,R29,R30
o + (306+37.66, 90.00 RT)R28,R29,R30
DESCHUTES COUNTY SURVEYOR _ w- o
S06958"W 1.42' 2
05?z �Y�•CS w oF� (SO659 20MW 1.42 )R10R33,�A
STA: 301+37.66 130.00' RT; N06*58477E00
(301+37.66 130.00 RT)R28,R29 65.14 S�Q v v BARCA/N AND SALE DEED
RA/LROAD RON'
BURL/NGTGW XW NERN ---
Cp /NST ?11,ViNT NUJlBER
, _ _ - 2004-58988
0 OfRO,4Z RECORDS
STATUTORY WARRANTY DEED
/ ��� ' �� S06*59'58*W 1.42' \�� /NS17?4Y#ENT NUMBER 3
0,� 2021-68917
(S06'59'20"W 1.42')R10,R33 �� M "
5/8- IR W/YPC INSCRIBED / `L`��' + tk`'t,� t G�F1C/AL RECORDS ^ NAIL IN 3/4 WASHER
/AKS ENGR." PER R27 h�,��' ���� `S,y�'h i •� i INSCRIBED 'HWA'; PER R1
o ,Ors �,�� t 2p'�53o TOTAL AREA. 30.02 ACRES f
(53.55')R27 (53.65')R17co
5
S33'58 30 E 53.55
/ '1 S� •Fit E N
S06*58'47"C30 1=14¢
'S`� �O ' �� i BENT, TIED AT POE C29
5/8- IR W/YPC INSCRIBED o1 `�°' 028 l`'���(S1 (S71.38'31.E,9.00')R9,R10,R33 ��\ • 60��' ; o ?>>�o
SCE&S" PER R3 �'� 6 p �;63S0' R 130MW 9 S7138 29 E 9.00
BARGA/NAND SALE DEED 1 �h ' �` g3R1 ��1 (S18• STA: 302+00.00, 153.82 RT; ry
�/ '102� 518�1' �R3.3 `� �' `�` S58'S2'S5"E 14.20'
/NSTRU�IIENT NU�1/BER �'S��y� ���1 �5�3' o W g>>1' �518�1 �0 OyW)R1 pR3 ----- (302+00.00, 153.82' RT)R28,R29 `" (S58'52'57"E 14.18') ° NAIL IN
0 2022-25J21 LIJ,Off', bc� I , / �PgCJ , , S18�1, W 1 3 R11,R18
HER
En- 04G 7C/AL RECGWDS 53/4
,5��5�.5•��� t���' �,5�d° �\ \ -9 ��P� 32 W 3�R9 (N58*51'22"W 61.80')R10,R11,R33 p ' �`��1� INSCRIBEDASHWA';
v� NAIL WITH 1-1 2" WASHER c<: ,o N58�1'20"W 61.80' �� o PER R18
=11.89 INSCRIBED 'HA' PER R26 518�82 y9`�' C32 L=27.11'
CD
l000l
C� `-� (S185183029"1 W 274 50' N�8�13' a , Q� h"'' JTfGAL WARRANTY DEED
N � (S1 771.3W�251)R? 303g� z 36, �� /NS17?4YY/EIVT NllYffif
i �.� 4.4 _ (30 • • 57 gyp• 2017-016975
�`04\i �. � �'' ,, W 2�4 4 )R 'R10 28)R9 (M18�1' �.6 ,h� ° GM6YAL RECORDS
CcNo
Q"' '� �,��ti 6 i ' \�� )R?6 ` �� 30 £ 36�5�, j� p'`� p� ��.•�� N58'51'20"W 58.41'
/ + �c� �Ol • �ti / ` 3 (N )Rg `�'S� �o• `� N58'51'22"W 58.38)R11,R18,R21
G O 61 ti e STEC/AL WARRANTY DEED I 18�1� (N18 1
5��, Jo
„K,'S`ti 'O�gl i i \ /NSIRUA/ENT NUMBER ^ S \8�13j £ 334 52' E)R10 R 043
S .g0 ,y0� 4 ��' ii . / 2022-00237' £ ul 334 )R9 33 '�' • o G
���5�,, .R,���`�' j \ " D �F/C/AL RECORDS v \ 53 0,l`�O' p�p� VG
.� 'y'S 90'00 00 I G I
D �S iloo-`� (90.00')R1 . t o �,-°�9� N18� , b \ `� `L'`�`+��' OV o 53.41;
�\ S23'56 22 W 12.45 )R1 ; 25' 25' 0 CAP (N18�12 31 E 231 �\ c C C44 L-33.89' •e'��1 ��h `.� R115R 87R21
V
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LEGEND
• SET 5/8" IRON ROD W/YPC INSCRIBED 'AKS ENGR.'
FOUND 5/8" IRON ROD W/ YPC INSCRIBED IS 681";
PER R1; HELD UNLESS NOTED OTHERWISE
�( FOUND 5/8*IRON ROD;
PER R2; HELD UNLESS NOTED OTHERWISE
FOUND 5/8' IRON ROD W/ YPC INSCRIBED "WH PACIFIC";
PER R7; HELD UNLESS NOTED OTHERWISE
O FOUND 5/8-IRON ROD W/YPC CAP INSCRIBED 'HWA';
PER R8; HELD
FOUND 5/8" IRON ROD W/YPC INSCRIBED "HWA';
PER R9; HELD UNLESS NOTED OTHERWISE
FOUND 5/8" IRON ROD W/ YPC INSCIRBED 'HWA';
PER R10; HELD
FOUND 5/8" IRON ROD W/YPC INSCRIBED 'HWA';
PER R11; HELD
�( FOUND 5/8' IRON ROD W/YPC INSCRIBED "HWA";
HWA PER R22; HELD
�( FOUND TACK WITH 3/4' BRASS WASHER INSCRIBED
TIN 'HWA'; PER R22; HELD
A FOUND 5/8" IRON ROD W/YPC INSCRIBED "HWA';
PER R26; HELD UNLESS NOTED OTHERWISE
0 DENOTES FOUND MONUMENT AS NOTED;
HELD UNLESS NOTED OTHERWISE
IP IRON PIPE
IR IRON ROD
W/YPC WITH A YELLOW PLASTIC CAP
POE POINT OF ENTRY
ROW RIGHT-OF-WAY
OCRR OREGON CORNER RESTORATION RECORD NUMBER
S2423 35 W 12.41 O� I
CDP
C26
L_l 1.89' MONUMENT 'A' HELD FOR
N.
SOUTHWESTERLY ROW
HIGHWAY 97 CURVE DATA
13'11'40"
TA
(13'11'40')R5,R6,R28
2'00'
CR
(2'00')R5,R6,R28
581.69
Ts
(581.69)R5,R6,R28
2-500'
SPIRALS
(2-500')R5,R6,R28
5'00'
S
(5'00')R5,R6,R28
0.4
(0.4)R5,R6,R28
LONG
S12'20'04"E 499.83'
CHORD
(S11'48'23"E 499.83')R6
3
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I NO CAP, BENT 23j54)Rg 55, �Q � �23 ��� GA� 0�1�'� ��p NAIL IN 3/4" WASHER ;-----
TIED AT POE; �� .6 1�1 • ,�g'�O � INSCRIBED "HWA';
CL C4Z �,6s Js. �+s� ��: �10.,� ` 1�hy� PER R18
l�tw
I O T 6 TIED AT POE; D\ �\988�. ��'�� �c�� OHO- 1 ��O���O LOT 8 r (4.67')R21
DAMAGED CAP, BENT,
J N \ o;°���� _ ��� '7JPPER TERRACE
LO, PHASE 4.66 �ry
UPPER TERRACE, PHASE / n ��� �1 �� Nz�'S
I U) `hey C35 L-11.65 2
Z °cos N5632'11"W 2.27' (N56'32'13'W 2.27')R9,R11 \
C36 L=39.34' o i
o
�I W LOT1 �� Ck�.
J 'SC,kF11a/SE BUS✓NESS PARK'
a N `
V LOT 7
I (/� 'UPPER TERRACE, P//A. /'
t N o 5/8" IR W/ YPC
N INSCRIBED
"W&H PAGFIC";
PER R21
30 �
1
—i—
S`�r �O N STREET PREPARED FOR
vY - KENNEDY WILSON
$ / - 503 32ND STREET #120
NEWPORT BEACH, CA 92663
**SEE SHEET 5 FOR CURVE TABLE AND REFERENCES
SCALE: 1 "= 80 FEET
80 0 16 40 80
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS:12/31/23
RECORD OF SURVEY
TRACT 'A' OF "UPPER TERRACE, PHASE 1', AND OTHER LANDS LOCATED IN
THE NORTHEAST 1/4 OF SECTION 5, TOWNSHIP 18 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
JULY 10, 2023
DES
cHUTES COUNT, Y SURVEYOR
FiLED 07 ZS ZOZ3 BY: C° S
LOT 1
mu A "AREA or SHEK/N CENTER
LOT 1
SCALE: 1 "= 80 FEET
I !%?%iii
80 0 16 40 80
TEMPORARY CONSTRUCTION
CHAIN LINK FENCE CROSSING
PROPERTY LINE
,IN LINK FENCE
LINE
/NSI ?lJ,ViNT Nl1Y9fR
2005-59518
OFf/C/AL RECORDS
/NSTRUMENT NUA190?
2017-020528
OFF/C/AL RECORDS
TEMPORARY CONSTRUCTION
INDUSTRIAL WAY 1 CHAIN LINK FENCE CROSSING
x x x ___L__ PROPERTY LINE
+ x x 583.06' x x x x x - 1 124.05'
1
+
RADIUS=629.48'
o w z
I
F-- =3
z
/
DELTA=2'47'10'
> > �:
Lv, z
LENGHT=30.61'
CHORD=1488'57'55'E 30.61'
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EASEMENT REFERENCES ARE FROM A DEVELOPMENT REPORT BY AMERITITLE, FILE NUMBER 537081AM. EASEMENTS SHOWN
ON SUBJECT PROPERTY ARE PER SAID REPORT, EASEMENTS NOT LISTED ON SAID REPORT AND/OR CREATED AFTER SAID
REPORT DATE, MAY NOT BE SHOWN ON THIS SURVEY. EASEMENTS SHOWN ON THIS SURVEY PER SAID TITLE REPORT ARE
ONLY THOSE EASEMENTS THAT ARE MAPPABLE. NOT ALL EASEMENTS LISTED ON SAID TITLE REPORT ARE MAPPABLE.
SOME EASEMENTS LISTED ARE PER CONSTRUCTED LOCATION, HOWEVER WITH INADEQUATE UTILITY LOCATE MARKINGS AT
THE TIME OF THE SURVEY, THESE EASEMENTS ARE NOT SHOWN.
E1 A 10.00 FOOT WIDE EASEMENT FOR THE CONSTRUCTION, MAINTENANCE, OPERATION, REPAIR, AND REMOVAL OF A
PIPE LINE FOR THE TRANSMISSION AND DISTRIBUTION OF NATURAL GAS, TO BENEFIT CASCADE NATURAL GAS
CORPORATION, RECORDED JANUARY 10, 1966, AS VOLUME 146, PAGE 628, DEED RECORDS.
E2 A 20.00 FOOT WIDE EASEMENT FOR THE EXCLUSIVE RIGHT TO CONSTRUCT, INSTALL, MAINTAIN AND OPERATE A
WATER LINE AND ALL RELATED FACILITIES, TO BENEFIT THE CITY OF BEND, RECORDED APRIL 15, 1997, AS
VOLUME 444, PAGE 1523, OFFICIAL RECORDS,.
E3 A 20.00 FOOT WIDE EASEMENT FOR THE EXCLUSIVE RIGHT TO CONSTRUCT, INSTALL, MAINTAIN AND OPERATE A
WATER LINE AND ALL RELATED FACILITIES, TO BENEFIT THE CITY OF BEND, RECORDED JULY 3, 1997, AS VOLUME
453, PAGE 2438, OFFICIAL RECORDS.
E4 A 20.00 FOOT WIDE EASEMENT FOR THE EXCLUSIVE RIGHT TO CONSTRUCT, INSTALL, MAINTAIN AND OPERATE A
WATER LINE AND ALL RELATED FACILITIES, TO BENEFIT THE CITY OF BEND, RECORDED OCTOBER 2, 1997, AS
VOLUME 464, PAGE 1535, OFFICIAL RECORDS.
E5 A 30.00 FOOT WIDE EASEMENT FOR ROADWAY PURPOSES, TO BENEFIT RIVER BEND LIMITED PARTNERSHIP, WITH
THE RIGHT TO DEDICATE THE SAME TO THE CITY OF BEND FOR PUBLIC ROAD PURPOSES, RECORDED OCTOBER
26, 1998, AS VOLUME 518, PAGE 662, OFFICIAL RECORDS.
E6 A VARIABLE WIDTH EASEMENT FOR THE EXCLUSIVE RIGHT TO CONSTRUCT AND MAINTAIN A 10 FOOT WIDE ACCESS
DRIVEWAY, TO BENEFIT THE CITY OF BEND, RECORDED DECEMBER 24, 1998, AS VOLUME 528, PAGE 833,
OFFICIAL RECORDS.
E7 A 20.00 FOOT WIDE EASEMENT FOR THE EXCLUSIVE RIGHT TO CONSTRUCT, INSTALL, MAINTAIN AND OPERATE A
WATER LINE AND ALL RELATED FACILITIES, TO BENEFIT THE CITY OF BEND, RECORDED JUNE 23, 1999, AS
INSTRUMENT NUMBER 1999-30868, OFFICIAL RECORDS.
E8 A 20.00 FOOT WIDE EASEMENT FOR THE EXCLUSIVE RIGHT TO CONSTRUCT, INSTALL, MAINTAIN AND OPERATE A
WATER LINE AND ALL RELATED FACILITIES, TO BENEFIT THE CITY OF BEND, RECORDED OCTOBER 26, 2006, AS
INSTRUMENT NUMBER 2006-71459, OFFICIAL RECORDS.
E9 A 20.00 FOOT WIDE EASEMENT FOR THE EXCLUSIVE RIGHT TO CONSTRUCT, INSTALL, MAINTAIN AND OPERATE A
WATER LINE AND ALL RELATED FACILITIES, TO BENEFIT THE CITY OF BEND, RECORDED OCTOBER 9, 2007, AS
INSTRUMENT NUMBER 2007-54190, OFFICIAL RECORDS.
188.96'
CHAIN LINK FENCE VARIES
1.5' TO 1.6' SOUTHERLY
OF PROPERTY LINE
SPEC/AL WARRANTY DEED
/NS/RZIYENT NI/MBER
2022-0007
0197C/AL RECORDS
CHAIN LINK FENCE ON LINE
SHEET 3 OF 5
I
` BARGA/N AND SALE DEED
/NSIRI/MENT NU1I/BER
2022 25321
0)97C/AL R£COROS
\
SI
CHAIN LINK FENCE ON \
PROPERTY LINE
ANGLE POINT IN CHAIN LINK \
FENCE ANGLES WESTERLY
OF PROPERTY LINE
x_
fq 1000,
f NT po E1
PARTITION PLAT N0. 1999-8
i - --_
PARLL�L 1 LOT .3 SW SCALEHOU--_____-
SE LOOP ----
�
'UPPER TERRACE, PHASE /' LOT 4 'SC,4LEHOUSE 81J37NESS PARK' LOT 1
'UPPER TERRACE, PHASE /' LOT 4
��2.1 rZ G 2"5 I 7/PPER TERRACE, PHASE /' LOT 6
gONO ,
� SrREF REGISTERED AKS ENGINEERING &FORESTRY LLC
PROFESSIONAL JOB NAME. KORPINE
LAND SURVEYOR 2777 NW LOLO DR, STE 150
JOB NUMBER: 9293 BEND, OR 97703
VE
541.317.8429
PREPARED FOR , DRAWN BY: CAP JAC WWW.AKS-ENG.COM
KENNEDY WILSON OREGON
MAY 11, 2021
503 32ND STREET #120 �, JACOB ALLEN CARSON CHECKED BY: J D P B H JAC
NEWPORT BEACH, CA 92663 EASEMENT AND OCCUPATION MAP ENGINEERING • SURVEYING • NATURAL RESOUR
94570PLS
RENEWS: 12 31 23 DRAWING NO.: 9293 ROS FORESTRY • PLANNING • LANDSCAPE ARCHITECT
�21>2L
RECORD OF SURVEY
TRACT 'A' OF "UPPER TERRACE., PHASE 1", AND OTHER LANDS
LOCATED IN THE NORTHEAST 1/4 OF SECTION
SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON
JULY 10, 2023
r
HUTES COUNTY S�JJRVEYOR oz is za 3 gy; C.v t t•ns
ANGLE POINT IN CHAIN LINK
FENCE ANGLES EASTERLY OF
PROPERTY LINE
5, TOWNSHIP 18
CITY OF BEND,
MA
CHAIN LINK FENCE
ON PROPERTY LINE
CHAIN LINK FENCE -� �O S18'21'32"W 23.60'
BARGAIN AND SALE DEED ON PROPERTY LINE
INSTRUMENT NUMBER
2022-25.321
LIWGYAL RECORDS
J�5
ol
p�
x
G
9o.
i
i
1,0:�M91IC11a.4�991849i" 9
N34'06'00"W 17.29'
SHEET 4 OF 5
RNIA HIGH
THE DALLES-CALIFORNIA WAY (US 97) (CENTERLINE) _
rn
CHAIN LINK FENCE VARIES
0.92' TO 1.82' EASTERLY
OF PROPERTY LINE X
/ X
/ X
v- S20'35'30"E 25.68'
000*�/
20 00•
cdl pfR 4-24ND EASEM fNT
N / N £.3
;3
N/ a
z
/
S713828 "E S18'21'32"W
/
40.00' 20.00'
518�13 b "
\ ? W i0 „�N7138 28 W
RADIUS=618.11' \ l!1 \8S2' � 40.00'
DELTA=8'00'05" \ S� A',gcE Py � / 2000,.AIDE
LENGHT=86.32 \8�825b '9�T;q. '�.�``i• ` EA MENT pER
CHORD=S22'28'27"W 86.25' \ \W ?�8,18, 2.20' \ \
�l
ANGLE POINT IN CHAIN LINK
FENCE ANGLES WESTERLY OF
PROPERTY LINE
SPECIAL #YARRANTY DEED
INSTRUMENT NZIYgfR
2022-6102J7
6fR_ CIAL RECORDS
EASEMENT REFERENCES ARE FROM A DEVELOPMENT REPORT BY AMERITITLE, FILE NUMBER 537081AM. EASEMENTS SHOWN
ON SUBJECT PROPERTY ARE PER SAID REPORT, EASEMENTS NOT LISTED ON SAID REPORT AND/OR CREATED AFTER SAID
REPORT DATE, MAY NOT BE SHOWN ON THIS SURVEY. EASEMENTS SHOWN ON THIS SURVEY PER SAID TITLE REPORT ARE
ONLY THOSE EASEMENTS THAT ARE MAPPABLE. NOT ALL EASEMENTS LISTED ON SAID TITLE REPORT ARE MAPPABLE.
SOME EASEMENTS LISTED ARE PER CONSTRUCTED LOCATION, HOWEVER WITH INADEQUATE UTILITY LOCATE MARKINGS AT
THE TIME OF THE SURVEY, THESE EASEMENTS ARE NOT SHOWN.
Et A 10.00 FOOT WIDE EASEMENT FOR THE CONSTRUCTION, MAINTENANCE, OPERATION, REPAIR, AND REMOVAL OF A
PIPE LINE FOR THE TRANSMISSION AND DISTRIBUTION OF NATURAL GAS, TO BENEFIT CASCADE NATURAL GAS
CORPORATION, RECORDED JANUARY 10, 1966, AS VOLUME 146, PAGE 628, DEED RECORDS.
E2 A 20.00 FOOT WIDE EASEMENT FOR THE EXCLUSIVE RIGHT TO CONSTRUCT, INSTALL, MAINTAIN AND OPERATE A
WATER LINE AND ALL RELATED FACILITIES, TO BENEFIT THE CITY OF BEND, RECORDED APRIL 15, 1997, AS
VOLUME 444, PAGE 1523, OFFICIAL RECORDS,.
E3 A 20.00 FOOT WIDE EASEMENT FOR THE EXCLUSIVE RIGHT TO CONSTRUCT, INSTALL, MAINTAIN AND OPERATE A
WATER LINE AND ALL RELATED FACILITIES, TO BENEFIT THE CITY OF BEND, RECORDED JULY 3, 1997, AS VOLUME
453, PAGE 2438, OFFICIAL RECORDS.
E4 A 20.00 FOOT WIDE EASEMENT FOR THE EXCLUSIVE RIGHT TO CONSTRUCT, INSTALL, MAINTAIN AND OPERATE A
WATER LINE AND ALL RELATED FACILITIES, TO BENEFIT THE CITY OF BEND, RECORDED OCTOBER 2, 1997, AS
VOLUME 464, PAGE 1535, OFFICIAL RECORDS.
E5 A 30.00 FOOT WIDE EASEMENT FOR ROADWAY PURPOSES, TO BENEFIT RIVER BEND LIMITED PARTNERSHIP, WITH
THE RIGHT TO DEDICATE THE SAME TO THE CITY OF BEND FOR PUBLIC ROAD PURPOSES, RECORDED OCTOBER
26, 1998, AS VOLUME 518, PAGE 662, OFFICIAL RECORDS.
E6 A VARIABLE WIDTH EASEMENT FOR THE EXCLUSIVE RIGHT TO CONSTRUCT AND MAINTAIN A 10 FOOT WIDE ACCESS
DRIVEWAY, TO BENEFIT THE CITY OF BEND, RECORDED DECEMBER 24, 1998, AS VOLUME 528, PAGE 833,
OFFICIAL RECORDS.
E7 A 20.00 FOOT WIDE EASEMENT FOR THE EXCLUSIVE RIGHT TO CONSTRUCT, INSTALL, MAINTAIN AND OPERATE A
WATER LINE AND ALL RELATED FACILITIES, TO BENEFIT THE CITY OF BEND, RECORDED JUNE 23, 1999, AS
INSTRUMENT NUMBER 1999-30868, OFFICIAL RECORDS.
E8 A 20.00 FOOT WIDE EASEMENT FOR THE EXCLUSIVE RIGHT TO CONSTRUCT, INSTALL, MAINTAIN AND OPERATE A
WATER LINE AND ALL RELATED FACILITIES, TO BENEFIT THE CITY OF BEND, RECORDED OCTOBER 26, 2006, AS
INSTRUMENT NUMBER 2006-71459, OFFICIAL RECORDS.
E9 A 20.00 FOOT WIDE EASEMENT FOR THE EXCLUSIVE RIGHT TO CONSTRUCT, INSTALL, MAINTAIN AND OPERATE A
WATER LINE AND ALL RELATED FACILITIES, TO BENEFIT THE CITY OF BEND, RECORDED OCTOBER 9, 2007, AS
INSTRUMENT NUMBER 2007-54190, OFFICIAL RECORDS.
o Q
\ \
o =
\
N8515'00"W 15.44' -
W
MA
W�
�Q
o�
a
N
EASEMENT AND OCCUPATION MAP
SCALE: 1 "= 80 FEET
80 0 16 40 80
STATUTWr X4RRANTYDEED
INSTRUMENT NUMBER
2021-98917
GI97C/AL Rf6ZROS
-CHAIN LINK FENCE
ON PROPERTY LINE
CHAIN LINK FENCE
ON PROPERTY LINE
CHAIN LINK FENCE
ON PROPERTY LINE
W
cy-
W
W
z
uw
o �
o N
N W
20.00' WIDE EASEMENT PER E7
N89'27'520E 11.00' S00'32'08"E 167.94'
N89'27'S2"E 20.00' � --------
to
I CV
to
CHAIN LINK FENCE
30.00' NORTHEASTERLY OF
PROPERTY LINE ALONG
NORTHEAST LINE OF E5
BARGAIN AND SALE DEED
INSTRUMENT NUMBER
200V-58988
aWOAL RECORDS
ICN
�
o L^
I �
I
F9sF�F�°o , `0�
N36*59'37"E 26.17' ti7AF�p
N08'00'23"W 52.00'
N81'59'37"E 20.00'
S54'04'10"E 43.66'
� F�F
s
�D
Fq�,F p.
��y�yoF
y`s6'• AFC
�s
LOT 8
'UPPER 7ERRAGL, PHASE
r
36
N STREET
- -
REGISTERED JOB NAME: KORPINE
PROFESSIONAL
LAND SURVEYOR
JOB NUMBER: 9293
SPECIAL lYARRANTY DEED
INSTRUMENT Nl1Y9fR
2017-016975
OWOZ L Rf_000S
I /
S52'27'55"E 20.00'�
I�
iN3732'05"E 12.40' " '
S39 41 45 E 4.78 . I
r / �
� r
� r
PREPARED FOR
KENNEDY WILSON
503 32ND STREET #120
NEWPORT BEACH, CA 92663
CURVE TABLE
CURVE RADIUS DELTA LENGTH CHORD
Cl
758.23'
15'36'45'
206.61'
N7852'26"E 205.97'
R2,R4
758.23'
(15'36:36")
206.58:
N79'00'26" 205.94:
R26
758.23'
15'36'42")
206.60'
N78'52'29" 205.96'
R32
758.23'
-
206.58'
N79'00'03' 205.94'
C2
629.8'
191727*
211.94'
N80'42'47"E 210.94'
R2
(210.942)R4
Z9.8'�
891727'
"(N80'50'S2"E
�2111.94)'
210.94'
629.48:
(1917'2R26 7'
R32
�629.48;
�21111.9,V
�N80'42'52"E
N80'50'29"E 210.94'1
C3
81.33'
55'40'06"
79.02'
S61'48'27"E 75.95'
R1
81.33'
-
-
-
R2
81.33'
(55'40'16
81.33'
(55'40'O6")
�79.02')
.02
" '
�S61.48'22"E 75.95R26
R31,R32
(81.33')
-
(79.02')
(S61'40'51'E 75.95')
C4
464.32'
18024'35"
149.19'
N80'22'48"E 148.55'
R4
464.31'
18'23'46"
149.08:
N80'24'01"E 18.44'
R23
464.31'
18'23'46"
149.08'
N80'22'55'E 148.44'
R32
464.31'
-
149.08'
N80'24'01"E 18.44'
C5
689.48'
1917'27"
232.14'
N80'42'47"E 231.05'
R2
9.4
1917'27'
232.14:
(231.05')
R4
29.48'
1917'27'
232.14'
N80050'52"E 231.05:
R26
689.48'
1917'27"
232.14'
1232.141
N80'42'52"E 231.05'
R32
689.48'
-
N80'50'52"E 231.05'
C6
35.00'
7912'19*
48.38'
S55005'50"W 44.62'
R9
(35.00')
(7912'19')
(48.38')
(S55'05'49"W 44.62')
C7
60.00'
7912'19'
82.94'
S55'05'50"W 76.50'
R9
(60.00')
(7912'19-)
(82.94')
(S55'05'49"W 76.50')
C8
40.00'
89739'14"
62.59'
S2919'56"E 56.40'
R9
(40.00')
(8939'14")
(62.59')
(S2919'58"E 56.40')
C9
135.00'
3814'19'
90.10'
N5523'10"W 88.43'
C10
135.00'
33447"
8.43'
N72*42560W 8.43'
R9,R12
(135.00')
(334'33")
(8.43')
(N72'43'040W 8.42')
C11
135.00'
34'39'32'
81.66'
N53'35'46"W 80.42'
R9
(135.00')
(34'40'30')
(81.70')
(N53'35'32"W 80.46')
C12
215.00'
31008'39"
116.87'
N58655'59"W 115.43'
R9,R11,R15,R22,R24,R25
(215.00')
(31'08'39")
(116.87)
(N58'56'01'W 115.43')
C13
220.00'
917'27"
35.67'
S38'43'01"E 35.63'
C14
220.00'
211'09'
8.39'
N4216'09"W 8.39'
R8,R10,R11,R15,R22,R24,R25
(220.00')
(211'24")
(8.41')
(N4216'03"W 8.41')
C15
220.00'
7'06'17'
27.28'
N3737'26"W 27.26'
R22,R24,R25
(220.00')
(7'06'02")
(27.26')
(N3737'20"W 27.25')
C16
175.00'
31'0923"
95.16'
N58'55'38"W 93.99'
R9
(175.00')
(31'0923')
(95.16')
(N58'55'39"W 93.99')
C17
145.00'
811'12'
20.72'
N3914'31'W 20.70'
R8,R9,R10
(145.00')
(811'420)
(20.74)
(N3914'17"W 20.72')
C18
175.00'
40'29'43"
123.69'
N23'06'05"W 121.13'
C19
220.00'
714'08"
27.78'
N06'28'17"W 27.76'
R8,R13
(220.00')
(714'08')
(27.78')
(N06*28'18"W 27.76')
C20
160.00'
21 *40'11"
60.51'
N13'41'8'W 60.15'
R8
(160.00')
(21'38'38')
(60.44')
(N13'40'33'W 60.08')
C21
200.00'
5549'09'
194.84'
N30'45'47"W 187.23'
C22
200.00'
45038'04"
159.29'
N25'40'160W 155.12'
R8
(200.00')
(45'38'04')
(159.29')
(N25'40'16"W 155.12')
C23
200.00'
1011'120
35.55'
N5334'52'W 35.50'
R8
(200.00')
(1011'02")
(35.55')
(N5334'49"W 35.50')
C24
100.00'
2'28'21"
4.32'
N43'24'50"E 4.31'
R8
(100.00')
(2'28-21')
(4.32')
(N43'24'50"E 4.31')
C25
310.00'
8'29'40"
45.96'
S29'43'40"E 45.92'
R27
�310.00))
(8-29'40')
(45.96'�
(S29'43'40"E 45.92'�
C26
653.11'
1'02'35"
11.89'
S28'42'50"W 11.89'
R1
-
-
-
3'56'22'W 12.45'
R26
(653.11')
(1'02'44")
(11.92')
M842-07-W11.92'
R31
(653.11')
-
(12.46')
(S28'49'29'W 12.45')
C27
603.11'
711'390
75.73'
S22'0414"W 75.68'
R9,R10
3.11'
7'25'00')
((711'42")
78.07'
S22'09'43"W 78.01'
R26
03.11'�
R.74')
(S22'03'29"W 75.69'
C28
526.67'
6'27'57"
63.50'
S21'35'30'W 63.46'
R9,R1R330
(6'30'280)
M6.67')
M63.91)
.91)
(S21.3644"W 63.88'�
C29
50.00'
242'0748"
211.30'
N6212'34"E 85.66'
C30
50.00'
165'40'26"
144.58'
N23'58'53"E 99.22'
R11
(50.00')
(165'34'49')
(144.50')
(S23'56'02"W 99.21')
C31
50.00'
76'27'22'
66.72'
N34057'13"W 61.88'
R11,R18,R21
(50.00')
(76'33'08')
(66.80')
(N34'59'59"W 61.95')
C32
25.00'
62'07'8'
27.11'
N2747'26"W 25.80'
R11,R18
(25.00')
(62'0757
(27.11')
(N27'47'24"W 25.80')
R21
(25.00')
(62-07'43")
(27.11)
(N27'47'24"W 25.80')
C33
230.00'
19'09'35"
76.91'
N4916'33"W 76.55'
R11,R18
230.00�)
(19'09"35�)
(76.91:)
N4916'VW 76.5flR21
�230.00)
((19.09 31 ))
((76.91))
�N491635 W 76.55 )
C34
200.00'
19'09'35"
66.88'
N4916'33W 66.57'
R
(19'09'35")
R3311
M0.00')
(66.88'1
�N4916'35-W 66.57'�
C35
39.64'
16'50'26"
11.65'
N8'06'55'W 11.61'
Rll
(16-50'30"�
R21
89.64')
81.6fl
1.6
�N48'07'00*W
N8'07'00'W 11.61'j
C36
55.00'
40'59'02'
39.34'
N77'01'42"W 38.51'
R9,R11
.00)
(40-59:02:
9.34:)
N77'01'44"W 38.51:
R21
Z.00))
((40.59 09
89.34
38.51 ))
((N77'0144W)
C37
1285.33'
10*30'19'
235.67'
S23'36'41 "W 235.34'
RR330
(10730'19")
8285.33')
�2235.67')
(S2336'39'W 235.34'�
C38
200.00'
58'56'28"
205.74'
N53'00'33"E 196.79'
RECORD OF SURVEY
TRACT 'A' OF "UPPER TERRACE, PHASE 1", AND OTHER LANDS LOCATED IN
THE NORTHEAST 1/4 OF SECTION 5, TOWNSHIP 18 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
JULY 109 2023
REFERENCES
( )R1 RECORD INFORMATION PER COUNTY SURVEY 03692, BY JOHN C. BLUNT, FILED OCTOBER 3, 1985.
( )R2 RECORD INFORMATION PER COUNTY SURVEY 03727, BY GARY W. HICKMAN, FILED AUGUST 1, 1985.
( )R3 RECORD INFORMATION PER COUNTY SURVEY 03718, BY MICHAEL W. TYE, FILED JUNE 15, 1988.
( )R4 RECORD INFORMATION PER PLAT OF "MILL 'A' AREA OF SHEVLIN CENTER", BY GARY W. HICKMAN, FILED
APRIL 14, 1983, AS COUNTY SURVEY 09727.
( )R5 RECORD INFORMA11ON PER COUNTY SURVEY 12595, BY JULES R. WETZEL, FILED JUNE 3, 1996.
( )R6 RECORD INFORMATION PER COUNTY SURVEY 12652, BY JEFFREY A. KERN, FILED AUGUST 5, 1996.
( )R7 RECORD INFORMATION PER PARTITION PLAT NO. 1998-26, BY KENNETH A. FISHER, FILED JUNE 24. 1998,
AS COUNTY SURVEY 13314.
( )R8 RECORD INFORMATION PER PLAT OF "NORTHSIDE TERRACE', BY PETER A. MANLEY, FILED JULY 1, 2002, AS
COUNTY SURVEY 13331.
( )R9 RECORD INFORMATION PER PLAT OF "UPPER TERRACE, PHASE I", BY PETER A. MANLEY, FILED NOVEMBER
17, 1998, AS COUNTY SURVEY 13451.
( )R10 RECORD INFORMATION PER COUNTY SURVEY 13498, BY PETER A. MANLEY, FILED DECEMBER 18, 1998.
( )R11 RECORD INFORMATION PER PLAT OF "UPPER TERRACE, PHASE 11', BY PETER A. MANLEY, FILED JANUARY
20, 1999, AS COUNTY SURVEY 13514.
( )R12 RECORD INFORMATION PER PARTITION PLAT NO. 1999-8, BY DAVID R. WILLIAMS, FILED FEBRUARY 22, 1999,
AS COUNTY SURVEY 13545.
( )R13 RECORD INFORMATION PER COUNTY SURVEY 13571, BY PETER A MANLEY, FILED MARCH 22, 1999.
( )R14 RECORD INFORMATION PER COUNTY SURVEY 13741, BY KEITH S. DAGOSTINO, FILED AUGUST 20, 1999.
( )R15 RECORD INFORMATION PER COUNTY SURVEY 14184, BY PETER A. MANLEY, FILED SEPTEMBER 25, 2000.
( )R16 RECORD INFORMATION PER PLAT OF 'SCALEHOUSE BUSINESS PARK', BY JEFFREY A. KERN, FILED JANUARY
31, 2002, AS COUNTY SURVEY 14818.
( )R17 RECORD INFORMATION PER COUNTY SURVEY 15016, BY JAMES R. TYE, FILED JULY 9, 2002.
( )R18 RECORD INFORMATION PER COUNTY SURVEY 16181, BY PETER A. MANELY, FILED DECEMBER 1, 2004.
( )R19 RECORD INFORMATION PER COUNTY SURVEY 16490, BY PETER A. MANLEY, FILED JULY 7, 2005.
( )R20 RECORD INFORMATION PER COUNTY SURVEY 16536, BY PETER A. MANLEY, FILED AUGUST 11, 2005.
( )R21 RECORD INFORMATION PER COUNTY SURVEY 17462, BY DANIEL E. WOBBE, FILED AUGUST 23, 2007.
( )R22 RECORD INFORMATION PER COUNTY SURVEY 17623, BY PETER A. MANLEY, FILED JANUARY 18, 2008.
( )R23 RECORD INFORMATION PER COUNTY SURVEY 17640, BY DALE N. BARRETT, FILED FEBRUARY 5, 2008.
( )R24 RECORD INFORMATION PER COUNTY SURVEY 18587, BY DAVID R. WILLIAMS, FILED SEPTEMBER 17, 2013.
( )R25 RECORD INFORMATION PER PARTITION PLAT NO. 2017-18, BY ANDREW N. HUSTON, FILED JULY 20, 2017,
AS COUNTY SURVEY 19400.
( )R26 RECORD INFORMATION PER COUNTY SURVEY 20582, BY BENJAMIN J. HROI, FILED AUGUST 9, 2021.
( )R27 RECORD INFORMA1ION PER COUNTY SURVEY 21033, BY JACOB ALLEN CARSON, FILED FEBRUARY 14, 2023.
( )R28 RECORD INFORMATION PER OREGON DEPARTMENT OF TRANSPORTATION ROLL MAP DRG. NO. 1A-22-18,
BEND PARKWAY SEC. THE DALLES CALIFORNIA HIGHWAY, DATED JULY 1993
( )R29 RECORD INFORMATION PER WARRANTY DEED VOLUME 477, PAGE 416, RECORDED JANUARY 20, 1998,
OFFICIAL RECORDS.
( )R30 RECORD INFORMATION PER WARRANTY DEED VOLUME 477, PAGE 1481, RECORDED JANUARY 22, 1998,
OFFICIAL RECORDS.
( )R31 RECORD INFORMATION PER BARGAIN AND SALE DEED VOLUME 322, PAGE 335, RECORDED MAY 28, 1980,
DEED RECORDS.
( )R32 RECORD INFORMATION PER SPECIAL WARRANTY DEED INSTRUMENT NUMBER 2022-237, RECORDED JANUARY
3, 2022, OFFICIAL RECORDS.
( )R33 RECORD INFORMATION PER STATUTORY WARRANTY DEED INSTRUMENT NUMBER 2021-68917, RECORDED
DECEMBER 15, 2021, OFFICIAL RECORDS.
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C39
200.00'
30'37'42'
106.91'
N67'09'56"E 105.64'
R9
(200.00')
(3037'42')
(106.91')
(N67009'54"E 105.64')
C40
200.00'
2818'46"
98.83'
N37'41'42"E 97.83'
R9
(200.00')
(281846")
(98.83')
(N37'41'40"E 97.83)
C41
1256.02'
510'48"
113.55'
N20'56'55"E 113.52'
R9
(1256.02')
(510'48-)
(113.56')
(N20'56'53'E 113.52')
C42
1226.02'
311'10"
68.18'
N19'57'06'E 68.17'
R9
(1226.02')
(31110")
(68.18')
(N19'57'04"E 68.17')
C43
55.00'
103'3931'
99.51'
N33'28'15"W 86.48'
R9
(55.D0')
(10339'30-)
(99.50')
(N33'28'16'W 86.48')
C44
1285.33'
130'38"
33.89'
N29037'10"E 33.88'
R9,R11
(1285.33')
(130'38")
(33.89')
(N2937'07"W 33.88')
C45
220.00'
18'3259"
71.23'
S19'21'51 "E 70.92'
SHEET 5 OF 5
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO ESTABLISH AND MONUMENT THE OUTER BOUNDARY OF THE LANDS DESCRIBED IN SPECIAL WARRANTY DEED INSTRUMENT NUMBER 2022-00237,
OFFICIAL RECORDS, STATUTORY WARRANTY DEED INSTRUMENT 2021-68917, OFFICIAL RECORDS, AND TRACT 'A' OF "UPPER TERRACE, PHASE 1', FOR FUTURE LAND DEVELOPMENT.
BEARINGS ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), DERIVED FROM THE OREGON REAL-TIME GNSS NETWORK (ORGN), DESCHUTES 13 TRANSFORMATION. THE
BEARING OF THE EAST LINE OF SW BOND STREET IS NORTH 0275113" WEST.
THE RIGHT-OF-WAY OF SW INDUSTRIAL WAY, BEING 60 FEET WIDE WITH THE EXCEPTION OF THE WESTERLY MOST CURVE NUMBER 1, WAS ESTABLISHED BY HOLDING THE FOUND
MONUMENTS FROM COUNTY SURVEY 03727 (R2), PARTITION PLAT NO. 1998-26 (R7), COUNTY SURVEY 13741 (R14), COUNTY SURVEY 16536 (R20), COUNTY SURVEY 17640 (R23), AND
COUNTY SURVEY 20582 (R26). MONUMENTS ALONG THE NORTHERLY RIGHT-OF-WAY LINE WERE FOUND TO BE IN GOOD CONDITION AND MATCH RECORD DISTANCES AND CURVE DATA,
WHEN THE NORTHERLY LINE IS OFFSET THE RECORD 60.00 FOOT WIDTH SOUTHERLY, IT IS EVIDENT THAT SOME MONUMENTS FROM COUNTY SURVEY 03727 (R2) HAD BEEN DISTURBED
AND DO NOT MATCH THE RECORD INFORMATION OF SAID RIGHT-OF-WAY, AND WERE NOT HELD. THE RESOLUTION OF SAID RIGHT-OF-WAY MATCHES THE RECORD DISTANCES AND
CURVE INFORMATION, AND FITS WITHIN A REASONABLE TOLERANCE TO ALL MONUMENTS THAT WERE HELD.
THE CENTERLINE OF US HIGHWAY 97 WAS ESTABLISHED BY HOLDING RECORD DATA PER OREGON DEPARTMENT OF TRANSPORTATION ROLL MAP DRG. NO. 1A-22-18 (R28) AND FOUND
MONUMENTS PER COUNTY SURVEY 12652 (R6), AND COUNTY SURVEY 03729, ALONG THE EASTERLY RIGHT-OF-WAY AT RECORD STATIONING AND OFFSETS PER SAID COUNTY SURVEY
12652, (303+70.00, 125.00' LEFT) AND (306+05.65, 94.97' LEFT) RESPECTIVELY, AND BY HOLDING THE FOUND MONUMENT PER COUNTY SURVEY 13498 (R1.0) ALONG THE WESTERLY
RIGHT-OF-WAY AT RECORD STATION AND OFFSET (314+55.00, 65.00 RIGHT) PER WARRANTY DEEDS VOLUME 477, PAGE 416 (R29), AND VOLUME 477, PAGE 181 (R30). THE
WESTERLY RIGHT-OF-WAY CONTIGUOUS BEING WITH STATUTORY WARRANTY DEED INSTRUMENT NUMBER 2021-68917, OFFICIAL RECORDS, WAS ESTABLISHED BY HOLING RECORD
STATIONING AND OFFSETS PER SAID WARRANTY DEEDS VOLUME 477, PAGE 416, AND VOLUME 477, PAGE 181, AT (306+37.66, 90.00' RIGHT) AND (302+00.00, 153.82' RIGHT).
THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF DIVISION STREET BEING CONTIGUOUS WITH THE NORTHEASTERLY BOUNDARIES OF SPECIAL WARRANTY DEED INSTRUMENT NUMBER
2022-00237, OFFICIAL RECORDS, STATUTORY WARRANTY DEED INSTRUMENT NUMBER 2021-68917, OFFICIAL RECORDS, AND TRACT 'A' OF 'UPPER TERRACE, PHASE I", WAS ESTABLISHED
BY HOLDING THE FOUND MONUMENTS PER COUNTY SURVEY 03692 (R1) AND COUNTY SURVEY 20582 (R26). MONUMENT 'A' WAS HELD FOR SAID SOUTHWESTERLY RIGHT-OF-WAY LINE,
THE SOUTHEASTERLY PROLONGATION OF THE LINE BETWEEN SAID MONUMENT 'A' AND THE MONUMENT FOUND AT THE NORTHWEST CORNER OF TRACT 'A' OF "UPPER TERRACE, PHASE 1"
WAS USED TO ESTABLISH AN ANGLE POINT IN SAID NORTHEASTERLY BOUNDARY OF INSTRUMENT NUMBER 2021-68917, THIS PROLONGATION AGREES THE RECORD DISTANCE OF 1.42
FEET FROM AN ANGLE POINT IN THE WESTERLY RIGHT-OF-WAY OF US HIGHWAY 97, PER COUNTY SURVEY 13498 (R10) AND STATUTORY DEED INSTRUMENT NUMBER 2021-68917 (R33).
THE NORTHWESTERLY PROLONGATION OF THE LINE BETWEEN SAID MONUMENT 'A' AND THE MONUMENT FOUND AT THE NORTHWEST CORNER OF TRACT 'A' OF "UPPER TERRACE, PHASE
1" WAS USED TO ESTABLISH AN ANGLE POINT IN SAID NORTHEASTERLY BOUNDARY OF INSTRUMENT NUMBER 2022-00237 AT RECORD DISTANCE OF 57.13 FEET FROM SAID NORTHWEST
CORNER OF TRACT 'A' OF "UPPER TERRACE, PHASE 1 PER SAID COUNTY SURVEY 20582.
THE SOUTHERLY LINE OF STATUTORY WARRANTY DEED INSTRUMENT NUMBER 2021-68917, OFFICIAL RECORDS, BEING CONTIGUOUS WITH THE NORTHERLY LINE OF BARGAIN AND SALE
DEED INSTRUMENT NUMBER 2004-58988 WAS ESTABLISHED BY HOLDING THE FOUND MONUMENT PER COUNTY SURVEY 13498 (R10), AT STATION (314+55.00, 65.00' RIGHT), LOCATED
ON THE WESTERLY RIGHT-OF-WAY LINE OF US HIGHWAY 97, AND BY HOLDING RECORD DISTANCE OF 304.12 FEET NORTHERLY ALONG SAID WESTERLY RIGHT-OF-WAY LINE OF US
HIGHWAY 97, PER COUNTY SURVEYS 13498, 13514 (R11) AND 16181 (R18), FROM SAID MONUMENT, AND BY HOLDING THE FOUND MONUMENT PER COUNTY SURVEY 13498. LOCATED AT
THE NORTHWEST CORNER OF SAID INSTRUMENT NUMBER 2004-58988..
THE SOUTHWESTERLY LINE OF STATUTORY WARRANTY DEED INSTRUMENT NUMBER 2021-68917, OFFICIAL RECORDS, BEING CONTIGUOUS WITH THE NORTHEASTERLY RIGHT-OF-WAY LINE
OF SW SCALEHOUSE COURT WAS ESTABLISHED BY OFFSETTING RECORD DISTANCE OF 30.00 FEET PER COUNTY SURVEY 13514 (R11), FROM THE FOUND MONUMENTS ALONG THE
SOUTHWESTERLY RIGHT-OF-WAY LINE OF SAID SW SCALEHOUSE COURT PER COUNTY SURVEYS 13514, 16181 (R18), AND 17462 (R21), AND THE FOUND MONUMENT BETWEEN CURVE
NUMBERS 39 AND 40, SHOWN HEREON AS BEING ON THE NORTHWESTERLY PROLONGATION OF SAID NORTHEASTERLY RIGHT-OF-WAY LINE.
THE EASTERLY RIGHT-OF-WAY OF SW SCALEHOUSE LOOP (PRIVATE ROAD), BEING CONTIGUOUS WITH THE WESTERLY LINE OF STATUTORY WARRANTY DEED INSTRUMENT NUMBER
2021-68917, OFFICIAL RECORDS, WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS OF COUNTY SURVEY 13498 (R10) AND COUNTY SURVEY 13451 (R9). A SEARCH WAS
CONDUCTED FOR MONUMENTATION ALONG THE WEST LINE OF SAID INSTRUMENT NUMBER 2021-68917, HOWEVER THERE WERE NO MONUMENTS AT THE NORTH OR SOUTH TERMINUS OF
SAID LINE, IT APPEARS THAT ROAD AND FENCE CONSTRUCTION MAY HAVE DISTURBED SAID MONUMENTS. THE FOUND MONUMENT PER COUNTY SURVEY 13498 (R10) AT THE NORTHERLY
TERMINUS OF CURVE NUMBER 37 SHOWN HEREON, WAS USED WITH RECORD DATA PER SAID COUNTY SURVEY 13451, TO ESTABLISH THE SOUTHERLY MOST TERMINUS OF SAID LINE. THE
NORTHELRY TERMINUS WAS ESTABLISHED FROM THE EASTERLY PROLONGATION OF THE SOUTH LINE OF SPECIAL WARRANTY DEED INSTRUMENT NUMBER 2022-00237, OFFICIAL RECORDS,
AND TRACT 'A' OF THE PLAT OF 'UPPER TERRACE, PHASE 1", WITH THE NORTHERLY PROLONGATION OF THE TANGENT FROM SAID CURVE NUMBER 37. THE NORTHERLY TERMINUS OF
SAID LINE AGREES WITH RECORD DISTANCES PER SAID COUNTY SURVEY 13451 OF 367.57 FEET FROM THE FOUND MONUMENT AT THE NORTHERLY TERMINUS OF SAID CURVE NUMBER
37, AND 731.61 FEET FROM THE FOUND MONUMENT AT THE NORTHEAST CORNER OF LOT 3 OF "UPPER TERRACE, PHASE 1' PER SAID COUNTY SURVEY 13451.
THE SOUTH LINE OF SPECIAL WARRANTY DEED INSTRUMENT NUMBER 2022-00237, OFFICIAL RECORDS, WAS ESTABLISHED BY HOLDING THE FOUND MONUMENT PER COUNTY SURVEY
13498 (R10) AND THE MONUMENTS PER COUNTY SURVEY 20582 (R26). THIS RESOLUTION AGREES WITH THE FOUND MONUMENTS PER THE PLAT OF "UPPER TERRACE, PHASE I" (R9).
THE EASTERLY RIGHT-OF-WAY OF SW BOND STREET, BEING CONTIGUOUS WITH THE WESTERLY LINE OF SPECIAL WARRANTY DEED INSTRUMENT NUMBER 2022-00237, OFFICIAL RECORDS,
WAS ESTABLISHED BY HOLDING THE FOUND MONUMENT AT THE NORTHERLY TERMINUS OF SAID LINE PER COUNTY SURVEY 20582 (R26), AND BY OFFSETTING RECORD DISTANCES OF
70.00 FEET AND 75.00 FEET PER COUNTY SURVEY 13331 (R8), FROM THE FOUND MONUMENTS ALONG THE TANGENT PORTION OF THE WESTERLY RIGHT-OF-WAY OF SAID SW BOND
STREET, PER SAID COUNTY SURVEY 13331. SAID COUNTY SURVEY 13331 PLATTED SAID TANGENT SEC11ON OF SW BOND STREET AS BEING PARALLEL WITH THE WESTERLY LINE OF THE
SUBJECT PROPERTY. SAID COUNTY SURVEY 20582 DID NOT COMPARE THEIR SOLUTION WITH SAID WESTERLY RIGHT-OF-WAY.
0
SCHU FIES COUNTY SURVEYOR
4
SY.
7/Z //2 -aZ.3
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS: 12 31 23
PREPARED FOR
KENNEDY WILSON
503 32ND STREET #120
NEWPORT BEACH, CA 92663