HomeMy WebLinkAboutSurvey 21011INITIAL POINT nO (R3)* C10 (R3)*
R3)* 14.31' _ + / 394
CALDERA SPRINGS PHASE Cl 3V17l 234.31' � l89.44 / L=158.36 s�Ja
C 1 (R2)*
BEING A REPLAT OF A PORTION OF DEVELOPMENT TRACT A2, CALDERA SPRING, PHASE A �ci LOT v L=2001) 393
LOCATED IN THE SOUTH ONE-HALF 1/2 OF THE NORTHEAST ONE -QUARTER 1/4 AND THE SOUTH ONE-HALF 1/2 OF 439 (4
SECTION 17, TOWNSHIP 20 SOUTH, RANGE 11 EAST WILLAMETTE MERIDIAN, LOT I �' ■
392 U�
DESCHUTES COUNTY, OREGON LOT 440 ( `�c,
SEPTEMBER 2022 ��g� 438 , I e SCALE
247-22-000183-TP LOT + I = 391 200 0 100 200 400
Lo c 441 COMMON AREA I
LOT I TRACT 00.
291 SqB�� Q 437 z LOT W ( FEET
ROCK COOP 285 DEVELOPMENT co 5 442 COMMON AREA 1 INCH = 200 FEET
TRACT A2 `J I I
PER (R1) LOT � TRACT DID
290 286 O.C.R.R. 0510 436 I
289 288 o O��g9 287 U LOT � I iv
443 co ono
° �Q� T20S RI E
Y o
C1/4 S17 LOT � I 11379 380 381 382
°d�� p�� 435 oG LOT M N 378
Q� 1984 `�'• 444
TRACT M LS 1020 I�\ $gg43'O6•MI L=89.55+ � `� 30' 30 N I 377
BASIS OF BEARINGS �\ 103.69' '' LOT 60' I SEE DETAIL'S' _OOp (PRIVATE) — —
S8T43 32V 1325.09 (R2)* !� Leg: 434 LOT I I ON SHEET 4 OF 5 oCK
C1
801.13' i COMMON AREA L=144.38'�� c29n' 11 C3 LOT i 445 (R3)* M`RROR R �Q s
^N
-
TRACT MM
�-� COMMON
AREA TRACT
433
,--L6
(R2)* ��J
Gp� s'ra� 373
371
I W 1/16�
NN LOT
7 (R2)* 374
�
372
LOT 4031 432
_
C13 (R2)* ,/5
C —• — C �
S 17
1984
LOT
LOT
455
LOT
456
LOT
�� ,0 430 P
I
�L=2.54 16
\
LS 1020 .�
454
457 w
o
G��G ��00
p,T10N
rn �\�.p ESERv
o PR
LOT LOT
I
I
z
Q
PER R1
( )
-
Jti
421
LOT 422
�'
O.C.R.R. 0505
o
o
LOT
—
LOT
429 ,a LOT
LOT
424
423 I
o '-
I
W
453
COMMON AREA
�, LOT LOT LOT 425
o
TRACT LL
q 428 427 426
N
CDCIRCLE
N
D �tJAYt
j
Z
4052
EVER`NII_�
COMMON AREA
TRACT KK
N
11
Zan�e O I ► u L S
LOT
LOT
LOT
LOT 446
447 1930.36'
`v
c�
r
v
LOT
448
LOT
51916'09 W
451
, 449
450
�
WILDLIFE
II
TRACT WF1
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Lq
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N
X
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NARRATIVE
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THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE A PORTION OF
�� i
h
DEVELOPMENT TRACT A2 OF CALDERA SPRINGS, PHASE A PER
u)
PLANNING CASE FILE 247-22-000183-TP. CONTROL FROM OUR
WILDLIFE TRACT WF2
WORK ON CALDERA SPRINGS, PHASE A, WAS USED TO
99.18 AC.
iio`�h
MONUMENT THE BOUNDARIES AND INTERIOR CORNERS OF THIS
PAGE.
i
I
BASIS OF BEARINGS: NORTH 89°43'32" EAST BETWEEN
�
?
RECOVERED MONUMENTS MARKING THE NORTH LINE OF THE
NORTHEAST ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER
N
OF SECTION 17, TOWNSHIP 20 SOUTH, RANGE 11 EAST, WM.
v�
z
�'
SURVEY REFERENCES
o
N
o�
p o
cv
(R1) CS NO. 04418, CADASTRAL SURVEY BY GEORGE COLVIN
4 PF z C I
PLS 1020, RECORDED 1/5/1985.
LEGEND
J 6'
(
I
(R2) CALDERA SPRINGS, PHASE A SURVEYED BY
d
CALDERA SPRINGS, PHASE C-1 PLAT BOUNDARY
SET 5/8 REBAR AND YELLOW PLASTIC CAP
MARKED "PARAMETRIX', UNLESS NOTED OTHERWISE
^
PARAMETRIX, INC., DAVID W. MILLS PLS 1915, RECORDED
o .
2/4/2022.
LOT /TRACT LINE
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP
W CN
z
(R3) CALDERA SPRINGS, PHASE B SURVEYED BY PARAMETRIX
—
ROADWAY CENTERLINE
STAMPED "PARAMETRIX", PER (R2 AND R3)
F--
� �
I
(
INC., DAVID W. MILLS PLS 1915, RECORDED 07/11/2022.
Nw
I
oNME
— - -
- - — EXISTING EASEMENT CENTERLINE, AS NOTED
FOUND 2-1/2" STEEL PIPE WITH 2-1/2" BRASS CAP
w
MARKED AS SHOWN
LS (R2)*
EXISTING EASEMENT, AS NOTED
,
I
I
I
C#
SEE CURVE TABLE ON SHEET 5
L9 (R2)*
I
I
L#
SEE LINE TABLE ON SHEET 5
N10'46-24'W
SURVEY PREPARED FOR:
243.21(R2)* I
CALDERA SPRINGS, PHASE C-1
( )
RECORD DATA PER REFERENCE (R#) (SEE
SURVEY
REFERENCES ON THIS SHEET)
*
MEASURED DATA SAME AS RECORD
Parametrix
�'S4
ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES
I
I
24-E 46697' ( —'
_
N78_
56"E
114.55' (R2)*
150 NW PACIFIC PARK LANE, SUITE 110 1 BEND, OR 97701
P 541.508.7710
w
LA,
ROAp
REGISTERED
WWW.PARAMETRIX.COM
* VANOEVERt —
�R2� ev ��SURVEYORPMX
PROFESSIONAL
JOB NO. 297-7378-032
N7g59+31"E 1159�6
_ — AN
LAND
��
=Z
SURVEYED
U
DRF & KC
10 \
���
DRAWN
ONE INCH AT FULL SCALE.
�—
L1''
w
�O \
O R E G O N
OKS
IF NOT, SCALE ACCORDINGLY
l?8� ��
1
\
JULY 18,1980
DAVID W. MILLS
CHECKED
SCALE
"
�
N7g27+30"E
01915
D WM
1 = 200'
`
—
EXPIRES 12-31-22
APPROVED
DATE
L
DWM
SEPTEMBER 30, 2022
z
es,z1o>>
N
SCALE
100 0 50 100 200
( FEET )
1 INCH = 100 FEET
LEGEND
CALDERA SPRINGS, PHASE C-1 PLAT BOUNDARY
LOT / TRACT LINE
ROADWAY CENTERLINE
- — EXISTING EASEMENT CENTERLINE, AS NOTED
EXISTING EASEMENT, AS NOTED
— — — — — — PUBLIC UTILITY EASEMENT (PUE) BEING CREATED
BY THIS PLAT
CALDERA SPRINGS, PHASE C-1
BEING A REPEAT OF A PORTION OF DEVELOPMENT TRACT A2, CALDERA SPRING, PHASE A
LOCATED IN THE SOUTH ONE-HALF (1/2) OF THE NORTHEAST ONE -QUARTER (1/4) AND THE SOUTH ONE-HALF (1/2) OF
SECTION 17, TOWNSHIP 20 SOUTH, RANGE 11 EAST WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON
SEPTEMBER 2022
247-22-000183-TP
SET 5/8" REBAR AND YELLOW PLASTIC CAP
MARKED "PARAMETRIX", UNLESS NOTED OTHERWISE
SET 5/8" REBAR AND YELLOW PLASTIC CAP MARKED
O
"PARAMETRIX" (POST MONUMENTED)
®
SET 1-1/2" DIA. ALUMINUM CAP ON 5/8" IRON ROD
STAMPED "PARAMETRIX" (POST MONUMENTED)
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "PARAMETRIX", PER (R3 AND R4)
FOUND 2-1/2'STEEL PIPE WITH 2-1/2 BRASS CAP
MARKED AS SHOWN ON SHEET 2
CALCULATED POINT, NEITHER FOUND NOR SET
C#
SEE CURVE TABLE ON SHEET 5
L#
SEE LINE TABLE ON SHEET 5
PUE
PUBLIC UTILITY EASEMENT
( ) RECORD DATA PER REFERENCE (R#) (SEE SURVEY
REFERENCES ON THIS SHEET)
* MEASURED DATA SAME AS RECORD
(KLQLDmm 2pHO Q2'
I
pMQ2[E Q
INITIAL
COMMON AREA
TRACT JJ
CENTERLINE F EASEMENT
POINT
14.31'
I
C10 L=1 •�
L 189°"�\
C9
C8
PRESERVATION
7
I M
LOOP (PRIVATE)
L-519
0
0
20.00'
20.00'
40 .00'
DETAIL A
N 1 "=20' SHEET 3
Ln PRESERVATION
I
CENTERLINE OF EASEMENT LOOP (PRIVATE) I ;D
o
0
I N
LC128
i L=4.76'
20.00' 20.00'
40.00'
I
r��& DETAIL c
N 1 "=20' SHEET 3
DEVELOPMENT
TRACT A2
Oho �Q
g a
Jv p0
g8339171 234•31'
Cti
DESCHUTES COUNTY SURVEYOR
Fl(,� 01 11 o z3 BY: Co 1 I i
400
409
� I
NE1/16 S17-
1984 I 399
LS 1020 408
I
PER (R1)
O.C.R.R. 0512
398
407
COMMON AREA
TRACT A
Quo
397
406
I
M
O
3
0 396
N 405
I
I /
SEE DETAIL'A' I 404 395
ON THIS SHEET
INITIAL POINT
C9 (R3)*
C121 L=30.03' L=h 4.31' C10 (R3)* /
I L=158.36'
C8 1_-189.440 394
�o C127 L=203.76'
C122 L=195.' C123 L=141.3g, ,3p
o C120 0p
PRESERVATION
ION LOOP (PRIVq kop C11 (R2)*
ERVAT T
C89 L=187.43' C90 L=124.42 EJ L=20.01'
393
LOT 439 �~'.�~' ;� NS] I SEE DETAIL 'C'
29,074 SF 40, ON THIS SHEET
C67 p --20
0' I
L=30.86 LOT 440 °23'31 "E
�4/SD"1V ��,17,631 SF 45A7'�
N,
N
160. pp,
/44/LLJ
I I
LOT 438 %�,
S
6
o N°�
p28"ly
�,'� w
Ln
J
c�
17,625 SF h r
v
rn
o;/co
,� v �-'�
1600p,
. z r)
/
n co
S81'10' JO' pUE''
16°E
-�
-j
LOT 441
�,
�_
( cn N .
V)
160.00, U
17,658 SF
0
z
03
\f`
U
N
U'
0"
U
O
(.0�
Lo
V
N
J
�
LOT 437
i
N83'23' 18 �W
00J
C-
w
" oN
17,618 SF -� ��
J
r`
160.00'cli
U
V
O r7
co �
I
M
O
r'7
r` ^
r` V
00
LLJ
�
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N88'21'
18"E 160.00' " "
�'
LOT 442
w
N
17,658 SF
I L¢
o�
Lo
I U
ro
�
10' PUE
00
N
LOT 436
16d 00 '
J
17,619 SF
S80 23'S3„w
C8101
v
►
C82 L=33.19'
\
"E 160.p0'
L=50.31' IT 443
�, o COMMON AREA TRACT 00
N�1'52 53 I
` .
17,607 SF
C'A 00
3.22 AC.
L=34.99'
00
3
C63 C62 �� 60
I
6'ro
do
L=45.10
`' �►
\\'
01
'r
3U'
30,
160.00'
170598 SF `'
SlT2g'S�
160.00'
__.� N1818' 48"E
tiD v
N
J
MATCH SHEET 4 OF 5
392
�Q
Q�
O� 391
W
I
COMMON AREA
30' 30' TRACT DD
60'
og p
O�
o0
0
ii
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JULY 18,1980
DAVID W. MILLS
01915
EXPIRES 12-31-22
es 21 ol i
CALDERA SPRINGS, PHASE C-1
BEING A REPEAT OF A PORTION OF DEVELOPMENT TRACT A2, CALDERA SPRING, PHASE A
LOCATED IN THE SOUTH ONE-HALF (1/2) OF THE NORTHEAST ONE -QUARTER (1/4) AND THE SOUTH ONE-HALF (1/2) OF
SECTION 17, TOWNSHIP 20 SOUTH, RANGE 11 EAST WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON
SEPTEMBER 2022
247-22-000183-TP
MATCH SHEET 3 OF 5
OESCHUTES COUNTY SURVEYOR
� gY. e,4 ias
rvit
160.00'
1 S80 23 C81
C82 L=33.19' 287 286 285 N�T5253��L-50.17,0 SF �vCOMMONAREA 3.22 AC.RACT 00 COTRAOCT DDEA
00
Lu
Lu
C62 � 60 ,�o w 0 L=45.10 �� z �04
9QgDEVELOPMENT � LOT 435 3p' 3�•2g,5�„w160 0co - o�
o� l Q 17,598 SF S� I�
O TRACT A2 / ,s> p 11 �, 11 J u "' U >
co `'J • 18' 4$"E 160.° ' ± �- �, LOT 444 J z I o
TZOS R11 E N�8 0' PUE J v o 17,616 SF 00 � a,
1 n �-
TRACT M CIA S17 C4 `� 1 ' O 00 ' 377
1984 S89'43'06"W L=89.55to
N to w W
LS 1020 103.69 LOT 43400
N z i S82 42' 46"w 160.00
22,990 SF CDLn Q N '�' L�j Iw o g o
N UJ rn oo r I w
N89'43'32'E 1325.09' w
Cl \ \ - -, ` cn W � LOT 445
523.96' s l�6 '� S� �? ry W 17
�]
\ ` g. � S s� , ,616 SF
L=144.38 ! �F v r•, v L5 (R3)* ROCS
COMMON AREA TRACT MM 160\\,�2 ? �`9 - 1.1 , �p8y4' I U a " " ' " ' I M`R OR v p�El
,gyp n, I N87'S5 34 E 160.00 I R
2.21 AC. �• i C46 107.31 15.00' LOT 433 O N C70 V11 L6 (R2)* LOOS kv
20 SANITARY SEWER 56�05 �oi COMMON AREA TRACT NN t=73.36 0 0, 21,140 SF �� �
& WATER EASEMENT �o N. 20,520 SF oo C49 o _ �� L=41.54C71 L-172 p8, 112 L7 R2 *
N89'43'21 "E 521.94' r o "o L=1.56 Lo o. J ( )
�'�� ,\coo o LOT 432 oo.aG 119 65 C116 0 1
149.02 �0 152.92 110.00 110.00 `O LOT 431 17,676 SF o-F 1= L=67.84' o
N60 !�`� ,ti,'` LOT 430 u0 17 600 SF M '05 `,193.81 C117 L=186.04 10 C13 (R2)* 376
o ti s o 0 00 `�0' \ ��� •: 20,275 SF ' o C115 4 L �261.64 , - V L=2.54'
�0 \ � co 6' - �7 c.,`� s N 15.00' 1 C 242" C25 C22 SEE DETAIL'B'
a' LOT 454 LOT 455 o- o- �O s, C48 ,1218 `� 02 - `= C18 L=199.99
LOT 456 �., LOT 457 `L� ` o 0 . -- 019 110.6l -C23 L=111.43 - 65 61 ON THIS SHEET
0 30,253 SF o: 18,859 SF `L1 !� C U' L=3.81 _ C5 V� L=90.13 E� i
' F` 17,600 SF a; 17,600 SF M .�F. _6 1 l��9� `AO 8 `\ - / - �3169 �l_ �� ,0`�6 0 I co SEE DETAIL'D'
�0 20' STORM \ �6, C104 `2 `� `�
o 0 o h�� 1 ''`��24
�JP� �S- 6 `36613\C4� t=180.07' - 101 1 E 122.32 �� 0113 �Q���PS / c L=22C95' 1j ON THIS SHEET
DRAINAGE _ , 1 , C' 61 ,14 m
�, L 49.30 0 0 0 ,� 1 r- o
EASEMENT jp.� cn z ��h Q 5p� �� ��\ 0 Cj/2 b N79 L16 N `pOP20 Cti� er
-28.00' t=55 0�, `'�/G�� `11� �' 8868• �,3 �'34026' �' ESERV ATIO , ` �� 5� N � LOT 421 c�
F F - 110.00 - - --110.00 - 36.23 C10 �� 4,2 PR 11 W 2• C2g L �� LOT 423 LOT 422 18,323 SF -` o
, " ,� S G , 511 ,`� C32 $ _ ,S1916 41.32' ;6898 C27 rn =n 21,083 SF o I COMMON AREA
N89 43 21 E 284.23 w C / '� `ti (_ 22,082 SF
�co , " o �0 �� Shy �� 0 88.65�_ _ 81 •p0 - N L=41.22 � � o Z � TRACT CC
S89'43 21 W 284.23 - rn •t; `� o _
C,- o - 5/> , �� LOT 429 0 C31 - - _ LQ LOT 424 s z
\ EVERWILD CIRCLE (PRIVATE) o �► ��� 17,629 SF o L=88.65' C30 0 19,685 SF
LOT 453 - �� o a 'o L=29.22 Lo LOT 425
1
w 22,151 SF S89'43 21 "W 284.23 � s? o 0 17,726 SF ,o
N co 0 05 � 1- c�� o LOT 428 - •- LOT 426 110.00 ,
c> h J �- I 'r' `� 17,622 SF JW s d 22.76
to oo ,r, ti LOT 427 � 18 770 SF O o 00
COCON `0 COMMON AREA TRACT LL ^� '' N o v � ��`�7. _ o , r, '
ro
o � (' 17,622 SF N
N84'31'21"E 163.58' J a' 30,987 SF ' ^ " 8 z 6 z !; 6i Z 110.00'
284 23 U, ��' o� z o C37 00' Sl9' 16 09 I N
� v v 6J Nl9'16p9 E o o- `_ GG��� S620�3 n C38 C3S (,13/63, z L-43.3 g100 110. � iW
v 16'09"E 2g4'23 o Co
L`a � 6F 16 �-4383,3' C36 L=131.63' L
LOT 452 14 �h .00, Ir
21,903 SF \ 284 23' _gyp p4' COMMON AREA TRACT KK 1110.88 J a
0
�.� l�6p Si916 09 110.00''� C97 �, 3.08 AC.
N ;
`L " �p� _ o 'ip ow
o L=21.35' j W
caF-�� 6 C99 - - -1p4.19'" -_cDv oo LOT446 to °p' L12.542)ill.* U z WILDLIFE TRACT
•g�� t,66.10' C98 �` LOT 447 23,330 SF M �25'E 2° I WF1
L=5.76' Lo LOT 448 17,800 SF 6' ul N� 11
00
c° LOT 449 17,600 SF To_ 916'Og„W 19-cr30 36 w w
ul
,n o 134.1 6 Sl ' iv O I I
18,228 SF
p.47' 00 i
:�' 21 437 SF o z 13 WILDLIFE COMMON AREA
LOT 451 z 110.00 TRACT WF2 , TRACT KK w
35,556 SF 11, g0, 99.18 AC. i 40.00I U I I
20.00' 20.00' ,
183.12
`11 MATCH SHEET 2 OF 5
143.23 21 �0' I 3.02' DETAIL
� ' w B
212° I o N , "_� o' SHEET 4
a SURVEY PREPARED FOR:
LEGEND 8.80' a CALDERA SPRINGS, PHASE C-1
CALDERA SPRINGS, PHASE C-1 PLAT BOUNDARY FOUND 5/8IRON ROD WITH YELLOW PLASTIC CAP CENTERLINE OF EASEMENT
"PARAMETRIX",
„ I 12 w
STAMPED PARAMETRIX ,PER (R3 AND R4) L�
LOT/TRACT LINE � Parametrix
FOUND 2-1/2" STEEL PIPE WITH 2-1/2" BRASS CAP ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES
ROADWAY CENTERLINE MARKED AS SHOWN ON SHEET 2
p_
- - - - - - EXISTING EASEMENT CENTERLINE, AS NOTED CALCULATED POINT, NEITHER FOUND NOR SET o y "~ ..._ s
� �4�1 150 NW PACIFIC PARK LANE, SUITE 110 1 BEND, OR 97701
REGISTERED P 541.508.7710
EXISTING EASEMENT, AS NOTED SEE CURVE TABLE ON SHEET 5 I 0
C� 8•90 i 212 �10 PROFESSIONAL WWW.PARAMETRIX.COM
- - - - - - - - - - - PUBLIC UTILITY EASEMENT (PUE) BEING CREATED L# SEE LINE TABLE ON SHEET 5 I LAND SURVEYOR
BY THIS PLAT PMX ,JOB N0. 297-7378-032
/'l
PUE PUBLIC UTILITY EASEMENT �C� ii'�i�7 SURVEYED
SET 5/8" REBAR AND YELLOW PLASTIC CAP D R F & KC
MARKED "PARAMETRIX", UNLESS NOTED OTHERWISE ( ) RECORD DATA PER REFERENCE (R#) (SEE SURVEY DETAIL p OREGON DRAWN ONE INCH AT FULL SCALE. �O
REFERENCES ON THIS SHEET) , JULY 18,1980 IF NOT, SCALE ACCORDINGLY �
O SET 5/8" REBAR AND YELLOW PLASTIC CAP MARKED N 1 ,� =30 SHEET 4 DAVI D W. MILLS OKS
"PARAMETRIX" (POST MONUMENTED) * MEASURED DATA SAME AS RECORD 01915 CHECKED SCALE 6
e SET 1-1/2" DIA. ALUMINUM CAP ON 5/8" IRON ROD EXPIRES 12-31-22 D WM 1 " = 100' w
STAMPED "PARAMETRIX" (POST MONUMENTED) APPROVED DATE w
t-
CURVE TABLE
CURVE NO.
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD BEARING
Cl
144.38'
490.00'
16'52'55"
143.86'
N14'35'34"W
C2
149.17'
110.00'
77'41'47"
138.00'
S61'52'55"E
C3
69.14'
210.00'
18'51'47"
68.82'
S69'50'18"W
C4
89.55'
590.00'
8'41'47"
89.46'
S64'45'18"W
C5
128.58'
910.00'
8'05'44"
128.47'
N11*41'13"W
C6
450.22'
690.00'
37'23'06"
442.28'
S02'57'28"W
C7
88.44'
200.00'
25'20'15"
87.73'
S08'58'53"W
C8
189.44'
270.00'
40'12'04"
185.58'
N76'24'45"W
C9
14.3l'
270.00'
3*02'14"
14.3l'
N81'58'06"E
C10
158.36'
280.00'
32*24'16"
156.26'
N83'20'52"W
C11
20.01'
220.00'
5'12'38"
20.00'
N64'32'25"W
C12
708.92'
1130.00'
35'56'43"
697.35'
N08'28'50"E
C13
2.54'
1130.00'
0'07'44"
2.54'
N12'37'38"W
C14
178.76'
270.00'
37'56'01"
175.51'
N06'16'30"E
C15
302.38'
430.00'
40'l7'29"
296.19'
N05'05'46"E
C16
515.62'
470.00'
62'51'28"
490.15'
N16'22'45"E
C17
593.02'
580.00'
58'34'54"
567.52'
N18'31'02"E
C18
199.99'
430.00'
26'38'52"
198.19'
S84'33'38"W
C19
242.02'
370.00'
37'28'40"
237.73'
S79'08'44"W
C20
141.56'
430.00'
18'51'47"
140.93'
S69'50'18"W
C21
344.25'
330.00'
59'46'09"
328.85'
N70'50'44"W
C22
65.61'
430.00'
8'44'32"
65.55'
S75'36'28"W
C23
111.43'
430.00'
14'50'51"
111.12'
S87'24'10"W
C24
22.95'
430.00'
3'03'29"
22.95'
N83'38'40"W
C25
90.13'
370.00'
13'57'28"
89.91'
N89'05'39"W
C26
110.67'
370.00'
17*08'15"
110.26'
S75'21'29"W
C27
41.22'
370.00'
6'22'58"
41.20'
S63'35'53"W
C28
72.58'
430.00'
9*40'17"
72.50'
S65'14'33"W
C29
68.98'
430.00'
9'l1'30"
68.9l'
S74'40'26"W
C30
29.22'
330.00'
5'04'26"
29.21'
S81'48'24"W
C31
88.65'
330.00'
15'23'29"
88.38'
N87'57'39"W
C32
88.65'
330.00'
15723'29"
88.38'
N72'34'10"W
C33
88.68'
330.00'
15'23'49"
88.41'
N57'10'31"W
C34
131.68'
490.00'
15'23'49"
131.28'
S57'10'31 "E
C35
131.63'
490.00'
15'23'29"
131.23'
S72'34'10"E
C36
131.63'
490.00'
15'23'29"
131.23'
S87'57'39"E
C37
43.39'
490.00'
5'04'28"
43.38'
N81'48'23"E
C38
438.33'
490.00'
51' 15' 14"
423.86'
N75'06' 14"W
C39
49.05'
330.00'
8'30'57"
49.00'
N45'13'08"W
C40
43.17'
330.00'
7'29'43"
43.14'
N26'46'54"W
C41
65.04'
430.00'
8'39'56"
64.97'
N20'54'32"E
C42
237.35'
430.00'
31'37'32"
234.35'
N00'45'481
C43
366.13'
270.00'
77'41'47"
338.72'
S61'52'55"E
C44
182.25'
270.00'
38'40'27"
178.81'
S42'22'151
C45
74.25'
110.00'
38'40'27"
72.85'
N42'22'15"W
C46
73.36'
110.00'
38'12'46"
72.01'
N80'48'52"W
C47
180.07'
270.00'
38' 12'46"
176.75'
S80'48'52"E
C48
3.81'
270.00'
0'48'34"
3.81'
N79'40'28"E
C49
1.56'
110,00'
0'48'34"
1.55'
S79'40'28"W
C50
121.81'
370.00'
18'51'47"
121.26'
N69'50'181
CALDERA SPRINGS, PHASE C-1
BEING A REPLAT OF A PORTION OF DEVELOPMENT TRACT A2, CALDERA SPRING, PHASE A
LOCATED IN THE SOUTH ONE-HALF (1/2) OF THE NORTHEAST ONE -QUARTER (1/4) AND THE SOUTH ONE-HALF (1/2) OF
SECTION 17, TOWNSHIP 20 SOUTH, RANGE 11 EAST WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON
SEPTEMBER 2022
247-22-000183-TP
CURVE TABLE
CURVE NO.
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD BEARING
C51
179.65'
430.00'
23'56'18"
178.35'
N72'22'33"E
C52
296.16'
1070.00'
15'51'32"
295.22'
N07'48'19"W
C53
445.18'
530.00'
48'07'36"
432.2l'
N08' 19'43"E
C54
220.57'
1070.00'
11'48'39"
220.18'
N05'46'53"W
C55
64.29'
910.00'
4'02'52"
64.27'
S09'39'47"E
C56
75.60'
1070.00'
4'02'53"
75.58'
N13*42'39"W
C57
64.29'
910.00'
4'02'53"
64.28'
S13'42'39"E
C58
95.50'
530.00'
1 O' 19'25"
95.37'
N06'47'24"W
C59
124.74'
690.00'
10*21'30"
124.57'
S06'48'41 "E
C60
95.49'
530.00'
10' 19'23"
95.36'
NO3'32'00"E
C61
124.74'
690.00'
10*21'29"
124.57'
S03'32'49"W
C62
34.99'
530.00'
3'46'59"
34.99'
N13'50'36"W
C63
45.10'
690.00'
3'44'39"
45.08'
S13'51'45"E
C64
95.53'
530.00'
10' 19'39"
95.40'
N 13'51'31 "E
C65
124.78'
690.00'
10*21'41"
124.61'
S13'54'24"W
C66
123.67'
530.00'
13'22'10"
123,39'
N25'42'26"E
C67
30.86'
690.00'
2'33'46"
30.86'
S20'22'08"W
C68
310.91'
1130.00'
15'45'52"
309.93'
S07'51'09"E
C69
394.78'
470.00'
48'07'36"
383.28'
S08'l9'43"W
C70
41.54'
430.00'
5'32'05"
41.52'
S84'52'58"E
C71
172.08'
370.00'
26'38'52"
170.54'
N84'33'38"E
C72
41.49'
1130.00'
2'06'l3"
41.49'
S01'01'20"E
C73
102.82'
1130.00'
5' 12'48"
102.78'
SO4'40'50"E
C74
307.57'
1290.00'
13'39'39"
306.84'
N08'54'16"W
C75
260.39'
310.00'
48'07'36"
252.80'
N08'19'43"E
C76
117.38'
1290.00'
5'12'48"
117.34'
N04'40'50"W
C77
102.82'
1130.00'
5'12'48"
102.78'
S09'53'39"E
C78
117.38'
1290.00'
5'12'48"
117.34'
N09'53'39"W
C79
63.78'
1130.00'
3'14'02"
63.77'
S14'07'04"E
C80
72.81'
1290.00'
3'14'02"
72.80'
N14'07'04"W
C81
33.19'
310.00'
6'07'59"
33.17'
N12'40'06"W
C82
50.31'
470.00'
6'07'59"
50.28'
S12'40'06"E
C83
133.00'
470.00'
16'l2'49"
132.56'
S01'29'42"E
C84
87.72'
310.00'
16*12'49"
87.43'
N01'29'42"W
C85
133.00'
470.00'
16*12'49"
132.56'
S14*43'07"W
C86
87.72'
310.00'
16' 12'49"
87.43'
N 14'43'07"E
C87
78.47'
470.00'
9'33'59"
78.38'
S27'36'31 "W
C88
51.76'
310.00'
9'33'59"
51.70'
N27'36'31 "E
C89
187.43'
330.00'
32'32'35"
184.92'
N83' 16'43"W
C90
124.42'
220.00'
32*24'16"
122.77'
N83'20'52"W
C91
150.08'
90.00'
95'32'35"
133.28'
S31'29'51 "W
C92
385.59'
116.00'
190'27'12"
231.04'
N05'30'15"W
C93
88.77'
30.00'
169'32'48"
59.75'
N05'30'15"W
C94
186.15'
56.00'
190*27'12"
111.53'
S05'30'151
C95
69.45'
90.00'
44'12'50"
67.74'
S05'49'59"W
C96
59.28'
90.00'
37'44'27"
58.22'
S46'48'37"W
C97
21.35'
90.00'
13'35' 19"
21.29'
S72028'30"W
C98
5.76
116.00
2 50 43
5.76
S80 41 30 W
C99
66.10'
116.00'
32'39'04"
65.2l'
N81'33'36"W
C100
66.10'
116.00'
32'39'04"
65.2l'
N48'54'33"W
DESCHUTES =my VJMMYOR
1= of it L023 By* co I li s
CURVE TABLE
CURVE NO.
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD BEARING
C101
66.10'
116.00'
32'39'04"
65.21'
N16*15'29"W
C102
66.10'
116.00'
32'39'04"
65.21'
N16'23'35"E
C103
66.10'
116.00'
32'39'04"
65.21'
N49'02'38"E
C104
49.30'
116.00'
2421'11"
48.93'
N77'32'45"E
C105
55.07'
90.00'
35'03'40"
54.22'
S72'44'49"E
C106
177.55'
60.00'
169'32'48"
119.50'
N05'30'15"W
C107
120.44'
60.00'
115'00'52"
101.22'
S21'45'43"W
C108
57.1 l'
60.00'
54'31'56"
54.97'
S63'00'41 "E
C109
285.87'
86.00'
190*27'12"
171.28'
S05'30'151
C110
406.82'
300.00'
77'41'47"
376.36'
S61'52'55"E
C111
66.56'
300.00'
12'42'41"
66.42'
S29'23'22"E
C112
340.26'
300.00'
64'59'06"
322.31'
S68'14'16"E
C113
131.69'
400.00'
18'51'47"
131.09'
N69'50'181
C114
261.64'
400.00'
37'28'40"
257.01'
N79'08'44"E
C115
193.81'
400,00'
27'45'39"
191.92'
N74'17'141
C116
67.84'
400.00'
9'43'01"
67.76'
S86'58'26"E
C117
186.04'
400.00'
26'38'52"
184.37'
N84'33'38"E
C118
332.52'
1100.00'
17'19'12"
331.25'
N07'04'29"W
C119
419.98'
500.00'
48'07'36"
407.75'
N08'19'43"E
C120
225.72'
300.00'
43'06'31"
220.43'
N77'59'45"W
C121
30.03'
300.00'
5'44'04"
30.01'
S59'18'32"E
C122
195.69'
300.00'
37'22'27"
192.24'
S80'51'47"E
C123
141.39'
250.00'
32*24'16"
139.51'
N83'20'52"W
C124
321.54'
470.00'
39'11'50"
315.30'
SO4'32'57"W
C125
194.09'
470.00'
23'39'38"
192.71'
S35'58'40"W
C126
5.97'
280.00'
1'13'18"
5.97'
N81'03'38"E
C127
203.76'
270.00'
43'14'18"
198.95'
S77'55'52"E
C128
4.76'
330.00'
0'49'37"
4.76'
S80'51'48"W
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JULY 18,1980
DAVID W. MILLS
01915
EXPIRES 12-31-22
LINE TABLE
LINE NO.
LENGTH
BEARING
L1
122.32'
S79' 16' 11 "W
L2
234.31'
N83'39'171
L3
60.01'
S32'23'31 "W
L4(R2)*
60.00'
N22'51'16"E
L5(R2)*
28.15'
N71'14'25"E
L6(R2)*
60.00'
N18'45'35"W
L7(R2)*
20.00'
S71'14'25"W
L8(R2)*
19.58'
N10'46'24"W
L9(R2)*
20.00'
N79'13'36"E
L10
54.21'
S71'14'12"W
L11
54.2l'
N7l'l4'12"E
L12
54.21'
N71'14'121
L16
122.32'
N79' 16' 11 "E
y
CS 2 101 1 -