HomeMy WebLinkAboutSurvey 20737CALDERA
SPRINGS, PHASE A
LOCATED IN THE EAST HALF (1/2) OF SECTION 8 AND THE WEST HALF (1/2) OF SECTION 9 AND THE WEST HALF (1/2) OF SECTION 16 AND Z
THE EAST HALF (1/2) OF THE SOUTHWEST ONE QUARTER (1/4) OF SECTION 17 AND THE WEST HALF (1/2) OF SECTION 17, ALL IN
1272-1/2-
TOWNSHIP 20 SOUTH, RANGE 11 EAST WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON FD. ooJANUARY 2022 BRAo0SET „ „ o SCALE
247-21-000654-TP BURLINGTON NORTHERN-SANTA FE RAILROAD 3.52' o 600 300 600 1200
o TALL BOULDER +o Lo � _� v'', o 0
0 0 1254 (S08'Og 48"w o+ 1740 o 0 0� S81'15'10"IN
°n o 0 0 + //S07'27 24 E o �M• -�� S08'09 �g"W 01)(R2) + 169.51'
N oo r-) r) o l » 'o 2989.86 C225 -- -` . '� \
Ln o �� II o SOT 27 22 E y N 74o.2s .� (FEET )
M, o �, ,� sos� '
+ I m - 1252 ,, a, o o Os lg"yy 1729 30, 1256 1 1 N CH = 600 FEET
�. o 0 0 �� 8� F��Nw o 6, o ai o
D = 15' LT o 00 o k 1250 M 7'22"E 2989.86 �� 9� z �� i- a, co �r + 00
(} o 0o X o S0T2 rn I m o + + �+ o a ►ten SEE DETAIL'F'
0 R = 1,910.08 , o f o0 0 ,� t11 ¢ N ,,, , , r, ,�`-� o -� S
^ o w �s TA = 27'40'30" (LT) (S00'06,18'W 2674.61' (R2)) '`' II o `f' 43 N J o' z z �; '�' o r' a ON SHEET 5 CD
z rn ' N01'10 02 W 2668.73 R1 % �� o -541• cn co a ``' N o cn c i �� o
o r r o) cn Ts1= 280.18 ( ( }) o- N a�0 C23� �-' -� M O c i cn �-
J Ts2= 140.16' S00'06' 13"E 2674.59' moo. o "' `J �.%`�� L26 °`? co o �' 19 `1' o A a - `- D = 8' RT » , �► v ' N o o
( ) SPIRAL CURVE ,r, N co N N
co
"' °° °' a `9�' ox o �� + i SPIRAL CURVE R = 2 604.51
o cn cn (D = 15' (LT) / (R2) HELD) S31'S6'24"E 936.71' x 1214 ,n + + » LONG CHORD=NO6'S4 48 E 336.70 N J c�
56' LONG CHORD=N06'1231"W 336.69 TA = 15'3611 (RT) i/ o
o g \ R = 1,910.08' (S31'56'24"E 936.74')(R2) o� �6� L25 w �� o M (S00'10'44"W 2672.49' (R2)) i r "
9 0 M , » , Ts1= 226.72 S00'35 20 W 2661.70 R2 / a
1 1O o� �- (N00'15 01 E 2667.29 (R1)) ( ( )) w
d oox �� 1215 �� �„ ✓ `f'' S00'10'41"W 2672.64' rn\ �� Ts2= 113.38' o (N00'18'27"E 2662.62' (R1)) (o N / _ �w
-(D = 8' (RT) PER (R2) HELD) S00'35 31"W 2662.03
,n� 00 0 6; j �' `� `o oo \ N °O �? `� R = 2 604.51'
o x � a,(S00 35 45"W 2661 �89
x o o� �x so C235 0- S00'35 20 W 2661.70 R2 ' \ �T S o
6x �'� ox �y6� moo. �� so �' / ( » ( )) i o �., cv
o �' �' s' °� o x �' v N00' 18 27 E 2662.62 R 1 T_ ^
rn o �� �F, �x v J L=157.92 SPIRAL CURVE ( ( )} \ , w o N `n
�o 000 `-X � �� �' �'� 6� 1218 �. mac' s I D = 20' (RT) » N �� �N o w
00 o x o \\ s 'lJ' -y�5 6� J, ^^ R = 3,777.85' LONG CHORD=S08'1218 E 298.00 ` �;,, �� •-moo �, ,f
C)
LJ , ���
SEE DETAIL'A' o00 + sop`P�� S s rn TA = 24'29'27" (RT) o N s
ONSHEET3 + N� �rM-o s v/�c-` cp Ts1= 200.02 ���� o NNco
r �' o v 1219 SPIRAL CURVE N r� o N N J r2 co
c0 o II II N -) • , » , ►� Ts2= 100.02 W o N N
iC14-- o �� �+' oo LONG CHORD=S31 11 03 E 297.99 W M po (D = 20' (RT) / (R2) HELD) w w o N �'
`" '' 15� iK. SPIRAL CURVE o - - R = 3,777.85' N �_
N `,5 0l T = 2T29 27 RT R2 HELD rn
C234 �, x LONG CHORD=S29'49 37 E 425.27 N o ( " ( ) ( ) ) �, r, 00 M
^ 1222 � p��, orno '� 0 0 0 N 66•p0' °° '" �T
1221 1220 cn / — �' 00 co �
,�, oo + c°pi> coon S10N 33.00' / o
0
,r; �, T S INITIAL POINT p0+ gED1CP / co U) No
w COM — 6Qji l \ 33 • rn o- �
o o' o N SPIRAL CURVE `�' U � �-- / ` T - �' w �
,,, W o LONG CHORD=SO6'55'41 "E 334.10' o o - " _ _ » - _ _ w -i w
r, ; a, o v , ►�, N r7 N00'07 49 E 2670.70 BASIS OF BEARINGS / N00'3710 E 1340.87 \ `:� ►��C N o
0) N to CO W • O O N .... _ , » r / r » r \
co � °O o w Q w (� �' / _ \ (N00'12 51 E 2674.02 (R1)) N / (N00'20 56 E 1341.22 (R1)) \ U) N N � N
--� . o_ Li U J ca '� (N00'07'08"E 2670.48' (R2)) ( " ' ( )) `t o
--con oo I o N00'36 43 E 1340.86 R2 \ o 0 0 - _
o �Z rn (N00'07'49"E 2670.69' (R3)) o • N r (N00'37'19"E 1340.91' (RO \ r' J w oo /
00 cy>w ��
cn FOUND 2.5" ALUM. CAP, / ft� of
w I J ^ Z 0 0 ,N N �
N = CS w - o \ S79'04 24"W
CAP ILLEGIBLE, DOWN 0.5 0� o , ; _ M NNW co 0O `o
`\ z i—oa� ��' o ��o ww 10 466.99' ��c�o
T MI - LLJ��
N00'02'05"E 2665.64' @ �o �(�N I „�
o N v (N0010 31"W 2662.22 (R1)) 00
W
w oC° 0 0 z w o MU_j a0 �
(N00'01'05"E 2665.47' (R2)) / N o w o eQ m o oN o vv o^o `�
[D CD CD , » r � 00 ' � 't N t,n N \ 00 U-) M S C "
(N00'01 47 E 2665.55 (R3)) �� �d^� ^�� � m rn off' o
O oo� L • 00 O cno�� , N N�
O N in Uuw) O 00 00 00 i N J ` '� (/� • O co � U O VV V ��� N O U) W (n(n I tiN
Of
end 00 O J U O / N�IN J� Lj
a �norn0 C� / Q o / JJ C a cU
00 00 00
Lo� N00'38 58"E 1350.94' N00'37'31"E 2652.30' -----
(N00'23 23 E 1351.11' (R1)) ,-� (N00'38'06"E 2652.01' (R2)) 7 rn N
(1350.87 (R2)) W
>. o o I o - (N00'38'39"E 1350.92' (R4)) � " or_
Z N
J 0-NARRATIVE
N to N
LEGENDco
NARRATIVE Z N I N
N
CALDERA SPRINGS, PHASE A PLAT BOUNDARY THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE BOUNDARY OF THE PLAT OF 2 w � M � U�/1 "'
1r ih d - o
CALDERA SPRINGS, PHASE A. THE RESOLUTION OF THE BOUNDARIES REQUIRED _� I o `no M °M° T o
LOT TRACT LINE SURVEY REFERENCES
SEPARATE RESOLUTIONS FOR THE LANDS DESCRIBED BY FRACTIONAL SECTIONS, THE rn rn rn z C rn o `�� N ,a'i o �4<\' o
RIGHT OF WAY LINE OF BURLINGTON NORTHERN RAILROAD AND THE RIGHT OF WAY OF (R1) CS NO. 04509 CADASTRAL SURVEY BY D.E.C. & ASSOCIATES JOE CARTER z z co I I cn '� 0 0 I o
— CENTERLINE U J 0_ C3 �`' cn 00 No
PLS 790, DATED 8/27/1973.
VANDEVERT ROAD (A COUNTY ROAD). / o N // I � °'r c5
EXISTING PROPERTY/LOT LINE � � ,-- a= ,/ � � o
THE BOUNDARY MONUMENTS POSITIONS WERE OBTAINED BY GPS OBSERVATIONS IN THE (R2) CS NO. 04418, CADASTRAL SURVEY BY GEORGE COLVIN PLS 1020, \ �� 2313.63' cn
2347.28' 1266 1261
EXISTING RIGHT-OF-WAY LINE
SPRING OF 2021. THE MONUMENTS ALONG VANDEVERT ROAD AND THE ADDITIONAL RECORDED 1/5/1985. /- ------ CL
— —
MONUMENTS ON THE NORTH LINE SECTION 8 WERE OBTAINED IN THE FALL OF 2021. (R3) CALDERA SPRINGS, PHASE ONE BY LYNN J. BRUNO PLS 2335, RECORDED _ -'-
QUARTER SECTION LINE N00;41n19"E 2657;53'_ _ _ _ 1262 1263
SECTION 8 AND 17, TOWNSHIP 20 SOUTH, RANGE 11 EAST WERE SUBDIVIDED BY GEORGE 2/17/2006 AS CS NO. 16787 AND IN SUBDIVISION CABINET G, PAGE 1051. SOUTH CENTURY (N00'41 10 E 2657.30 (R2)) SEE DETAIL 'D'
SECTION LINE COLVIN, PLS 1020 FOR THE U.S. FOREST SERVICE IN 1983 THRU 1984, RECORDED AS CS DRIVE (N00'02'17"E 2657.35' (R8)) ON SHEET 4
(R4) CALDERA SPRINGS, PHASE TWO BY DANIEL E. WOBBE PLS 2825,
04418 (R2). THE MONUMENTS FOUND OR SET IN THIS SURVEY WERE HELD. RECORDED 4/20/2006 AS CS NO. 16867 AND IN SUBDIVISION CABINET G -
• FOUND MONUMENT (SEE FOUND MONUMENTS SURVEY REFERENCES
THE RIGHT OF WAY AND CENTERLINE OF BURLINGTON NORTHERN RAILROAD WAS PAGE 1107.
TABLE ON SHEET 10 OR AS NOTED) (R16) POWDER VILLAGE CONDOMINIUM STAGE III, BY HICKMAN WILLIAMS &
SURVEYED AND MONUMENTED BY GEORGE COLVIN AS PART OF HIS SURVEY FOR THE U.S. (R5) CS NO. 20605, PROPERTY LINE ADJUSTMENT SURVEY BY PARAMETRIX,
FOREST SERVICE RECORDED AS CS O4418 (R2). THE MONUMENTS FOUND IN THIS SURVEY ASSOCIATES, INC., DAVID R. WILLIAMS PLS 2686, RECORDED 4/24/1998 AS
� FOUND 2-1/2" STEEL PIPE WITH 2-1/2" BRASS CAP SCOTT C. BOLDUC PLS 79288, RECORDED 9/02/2021. CS NO. 13254.
MARKED AS SHOWN, UNLESS NOTED OTHERWISE AS WELL AS RECORD CURVE DATA WERE USED TO RE- ESTABLISHED THIS RIGHT-OF-WAY.
OR IN TABLE ON SHEET 10 SEE THE TABLE ON SHEET 10 OF 10 FOR SPECIFIC RESOLUTION. THIS RESOLUTION (R6) CS NO. 04489, SECTION LINE SURVEY BY RICHARD L. BRYANT PLS 920, (R17) POWDER VILLAGE CONDOMINIUM STAGE IV, BY HICKMAN WILLIAMS &
MATCHED THE PHYSICAL CENTERLINE OF THE EXISTING TRACTS. RECORDED 6/22/1993. ASSOCIATES INC.' DAVID R. WILLIAMS PLS 2686, RECORDED 2/10/1999 AS
FOUND SECTION CORNER, 2-1/2" STEEL PIPE WITH
2-1/2" BRASS CAP MARKED AS SHOWN, UNLESS THE CENTERLINE OF VANDEVERT ROAD WAS RE-ESTABLISHED BY HOLDING THE PHYSICAL (R7) CS NO. 04488, SOLAR OBSERVATION AT NE CORNER SECTION 8, DATED CS NO. 13532.
NOTED OTHERWISE CENTERLINE OF PAVEMENT BEGINNING NEAR THE SOUTHWEST CORNER OF THIS PLAT TO 2/12/1970.
A POINT EAST OF THE BURLINGTON NORTHERN RAILROAD. THE STONES SET IN THE (R8) VANDEVERT RANCH PHASE 1, BY DAVID EVANS AND ASSOCIATES, INC., SURVEY PREPARED FOR.
!�� FOUND QUARTER CORNER, 2-1/2".STEEL PIPE WITH COUNTY ROAD RETRACEMENT SURVEY IN 1929 RECORDED AS RD 02240 (R15) WHICH DAVID K. BATEMAN PLS 1068 RECORDED 1/9/1992 AS CS NO. 10305 AND IN
NOTED OTHERWISE BRASS CAP MARKED AS SHOWN, UNLESS WERE SET 20 FEET RIGHT (SOUTHERLY) PER COUNTY ROAD DEPARTMENT FIELD NOTES SUBDIVISION CABINET C, PAGE 605. CALDERA SPRINGS, PHASE A
N
NOT
FB 88B AND MARKED WITH "R", WERE SEARCHED FOR AND TWO POTENTIAL STONES WERE
� SET 5/8" REBAR AND YELLOW PLASTIC CAP FOUND BUT NO MARKINGS WERE VISIBLE. THESE STONES WERE CLOSE TO THE RECORD (R9) CS NO. 04379, BOUNDARY SURVEY FOR SUNRIVER PROPERTIES, INC., BY
MARKED "PARAMETRIX", UNLESS NOTED DISTANCE APART AND THE OFFSET FROM THE EXISTING IMPROVED CENTERLINE WAS RECORDED /BRYANT &ASSOCIATES, RICHARD H. GRAUE PLS 930, Parametrix
OTHERWISE REASONABLE, THIS GAVE US CONFIDENCE THAT THE PHYSICAL CENTERLINE IS THE BEST RECORDED 618/1980. ENGINEERING. PLANNING . ENVIRONMENTAL SCIENCES
0 CALCULATED POINT, NEITHER FOUND NOR SET
EVIDENCE AVAILABLE TO RE-ESTABLISH THE CENTERLINE. (R10) CS NO. 04494, BOUNDARY SURVEY BY MARX & CHASE, JAMES W. CHASE DATED 5/2/1968.
THE RIGHT OF WAY OF VANDEVERT ROAD WAS ESTABLISHED BY DESCHUTES COUNTY ON PLS 510, C PARK LANE, SUITE 110 BEND, OR 97701
( ) RECORD DATA PER REFERENCE (R#) (SEE SURVEY 7/24/1929 IN COMMISSIONERS JOURNAL BK 2 PAGE 407 AND 392 AS A 60-FOOT-WIDE (R11) BUSINESS PARK III, BY DAVID EVANS AND ASSOCIATES, INC., DAVID K. REGISTERED 150 NW P 541.50PACIFIC
REFERENCES ON THIS SHEET) 8.7710
COUNTY ROAD. IN 1970 THE UNITED STATES OF AMERICA, ACTING BY AND THROUGH THE BATEMAN PLS 1068, RECORDED 2/14/1989 AS CS NO. 6100. PROFESSIONAL WWW.PARAMETRIX.COM
C# SEE CURVE TABLE ON SHEET 9 FOREST SERVICE GRANTED DESCHUTES COUNTY A 66-FOOT-WIDE "EASEMENT FOR (R12) CS NO. 04491, BOUNDARY SURVEY BY DAVID EVANS AND ASSOCIATES, LAND SURVEYOR PM X JOB N0. 297-7378-032
PUBLIC ROADS AND HIGHWAYS RECORDED 12/15/1970 IN VOLUME 173, PAGE 434 INC., DAVID K. BATEMAN PLS 1068, RECORDED 1/09/1989. !-,��
L# SEE LINE TABLE ON SHEET 9 DESCHUTES COUNTY RECORDS. AFTER CONSULTING WITH THE COUNTY ROAD SURVEYED
DEPARTMENT AND COUNTY SURVEYOR IT WAS DETERMINED THAT THIS 66-FOOT-WIDE (R13) POWDER VILLAGE CONDOMINIUM, BY HICKMAN WILLIAMS & ASSOCIATES, ����� JHL, DRF
ST SPIRAL TANGENT EASEMENT SHOULD BE CONSIDERED AS ANY OTHER PUBLIC RIGHT-OF-WAY. THEREFORE, INC., DAVID R. WILLIAMS PLS 2686, RECORDED 9/26/1995 AS CS NO. 12323. Q R E G O N DRAWN ONE INCH AT FULL SCALE. <
SC SPIRAL CURVE STH, OKS
THE RIGHT OF WAY WIDTH IS SHOWN AS BEING 33 FEET NORTHERLY OF CENTERLINE. (R14) VANDEVERT ROAD RD 02240 BY ROBERT B. GOULD AND FIELD BOOK 88B JULY 18,1980 DAVID W. MILLS IF NOT, SCALE ACCORDINGLY c
PAGE 62, DATED 5/16/1929. 01915 CHECKED SCALE c
TS TANGENT TO SPIRAL THE BASIS OF BEARING IS SOUTH 00007'49" WEST BETWEEN RECOVERED MONUMENTS (R15) POWDER VILLAGE CONDOMINIUM STAGE II, BY HICKMAN WILLIAMS & EXPIRES 12-31-22 DWM 1 = 600' F
ST SPIRAL TO TANGENT MARKING THE EAST LINE OF TRACT "C" PER PLAT OF CALDERA SPRINGS PHASE ONE (R3). ASSOCIATES, INC., DAVID R. WILLIAMS PLS 2686, RECORDED 9/17/1997 AS APPROVED DATE L
CS NO. 13048.
DWM JANUARY 26, 2022 �
#` m
BURLINGTON
NORTHERN-SANTA
RAILROAD
1 FALLS,
N85°05'28"W,
0.29'
0
oM
0
0
�o
0
0
o�
�Q
�a
00
^
a
F-
OJ
o ^
N
r F-
00
Z
Cw
a
0 0
238
zn w
Iz �
\5 u i
r2
Of
o
o
o
O
N89'57'29"E
689.20'
!VO
OD
3
68.07'
(90.86' (R13))
@7z%@[E 4
243
242
on
S00'02'05"W
SEE DETAIL'A'
ON THIS SHEET
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JULY 18,1980
DAVID W. MILLS
01915
EXPIRES 12-31-22
NOT A
PART
J40.22'6
L=58.68'
CALDERA SPRINGS, PHASE A
LOCATED IN THE EAST HALF (1/2) OF SECTION 8 AND THE WEST HALF (1/2) OF SECTION 9 AND THE WEST HALF (1/2) OF SECTION 16 AND
THE EAST HALF (1/2) OF THE SOUTHWEST ONE QUARTER (1/4) OF SECTION 17 AND THE WEST HALF (1/2) OF SECTION 17, ALL IN
TOWNSHIP 20 SOUTH, RANGE 11 EAST WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
JANUARY 2022
247-21-000654—TP
DEVELOPMENT
TRACT Al
C233 L=289 29
C9 L=292.93'
\yC
Nvv UL UJ G L.UOJ.O•t
COMMON AREA
TRACT CC
20.00' 20.00'
N89'29'49"W N89'45'45"W
3.87' 16.13'
DEVELOPMENT
S89'29'49"E - -- TRACT Al
TRACT C
911LBIEni CD
cn
VARIES o
pm&M
DETAIL
N 1 "=30' SHEET 3
i I
Z
SCALE
300 0 150 300 600
( FEET )
1 INCH = 300 FEET
I
gANTA FE LROAD 2498.68'
- BURLINGTON NORTHERN - 1 2989.86,
SOT27 22 E
wl"
COMMON AREA
TRACT CC
VCIV 1 CRLIIVC
\
/ /\j
EXISTING PROPERTY/LOT LINE
-
- — EXISTING EASEMENT CENTERLINE, AS NOTED
C
EXISTING EASEMENT, AS NOTED
SET 5/8" REBAR AND YELLOW PLASTIC CAP
MARKED "PARAMETRIX", UNLESS NOTED OTHERWISE
Para
O
SET 5/8" REBAR AND YELLOW PLASTIC CAP MARKED
"PARAMETRIX"
ENGINEERING
(POST MONUMENTED)
�
FOUND MONUMENT (SEE FOUND MONUMENTS
150 NW PAC
TABLE ON SHEET 10)
P 541.508.7'
t9
FOUND MONUMENT, AS NOTED ON SHEET 2
WWW.PAV
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP
PMX J,
STAMPED "PARAMETRIX", PER (R5)
SURVEYED
( )
RECORD REFERENCE (SEE SURVEY REFERENCES
ON SHEET 2)
DRAWN
S
C#
SEE CURVE TABLE ON SHEET 9
CHECKED
L#
SEE LINE TABLE ON SHEET 9
345 =
(A
w
DEVELOPMENT
TRACT A2
CALDERA SPRINGS, PHASE T O
(� 20737
SCUTS COi�'Y 5��'E'O
FILED
343 I COMMON AREA
TRACT DD
342
m DEV.TRCT
~w A3 _
C23 L=474,85,
_ C24
W / �� L=22.78'
0
SEE SHEET 8
DEVELOPMENT TRACT A4
SEE SHEET 7
ELK _RUN -DRIVE—(PRIVATE)_
C21 L=1026.88, C20
C22 L=307.59 L=21.90'
(n DEVELOPMENT SOT14'15V 6654.60' o
TRACT WB1 0
� N
J 1
- = - 1066.13' - V
L .
N00'37'10"E 1340.87t
w �
TRACT M
o°
Oo
Q TRACT M
N00'37' 10"E
258.28'
N89'50'06"W
S89'50'06"E 0.06'7
DEVELOPMENT
TRACT A2
AL DETAIL E
N NOT TO SCALE SHEEP 4
LEGEND
d-
W
co
0
0
;n
m
En
0
0
0
0
N
0 0
0 0
0 0
CALDERA SPRINGS,
PHASE A
LOCATED IN THE EAST HALF (1/2) OF SECTION 8 AND THE WEST HALF (1/2) OF SECTION 9 AND THE WEST HALF (1/2) OF SECTION 16 AND
THE EAST HALF (1/2) OF THE SOUTHWEST ONE QUARTER (1/4) OF SECTION 17 AND THE WEST HALF (1/2) OF SECTION 17, ALL IN
00 TOWNSHIP 20 SOUTH, RANGE 11 EAST WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
JANUARY 2022
oaa SEE SHEET 5 247-21-000654-TP
C19 377 mad 376 C16 WILDLIFE 1
L=25.37' t p TRACT WF1 10
N22751' 16"E 60.00' _
C1 7_
...
L=20.01'
N 18'45'35"W E
SEE DETAIL 'E'
ON THIS SHEET CENTERLINE OF 40' EASEMENT FOR POWERLINES
TO MIDSTATE ELECTRIC COOPERATIVE, INC.
RECORDED IN DESCHUTES COUNTY OFFICIAL
RECORDS AS DOC. NO. 2013-35139 AND 2013-37255
N00'38'58"E 1350.94'
TRACT M
Z
SCALE
300 0 150 300 600
( FEET )
1 INCH = 300 FEET
CALDERA SPRINGS, PHASE A PLAT BOUNDARY
LOT / TRACT LINE
CENTERLINE
—
EXISTING PROPERTY/LOT LINE
— —
EXISTING RIGHT-OF-WAY LINE
— - - -
- EXISTING EASEMENT CENTERLINE, AS NOTED
EXISTING EASEMENT, AS NOTED
SET 5/8" REBAR AND YELLOW PLASTIC CAP
MARKED "PARAMETRIX", UNLESS NOTED OTHERWISE
O
SET 5/8" REBAR AND YELLOW PLASTIC CAP MARKED
"PARAMETRIX"
(POST MONUMENTED)
•
FOUND MONUMENT (SEE FOUND MONUMENTS
TABLE ON SHEET 10)
FOUND MONUMENT, AS NOTED ON SHEET 2
0
CALCULATED POINT, NEITHER FOUND NOR SET
C#
SEE CURVE TABLE ON SHEET 9
L#
SEE LINE TABLE ON SHEET 9
0
L=2.54 119.59 AC -` r I
_ rS00'36'25"W 3153.13' N
j
- -L8 -C13-
C14 L z302.38''—
C15
)O, L=178.76'
s
100.00'
42,
24"W
N10.46°
N1(Y46'24"W 19.58'
743.2}
\
N79' 13'36"E 20.00'
114.55'
i
d'
Lo
N
N
d
C)
O
•"'� NOUc
DEVELOPMENT TRACT A2
177.13 AC.
SEE DETAIL'D'
ON THIS SHEET
ILA 2313.63'
SOT41'19"W 2347.28'
COMMON TRACT A 126E
SOUTH CENTURY DRIVE _
DEVELOPMENT
�ILa]DCMCG4 G�LQG�JC�GiJ�,
TRACT A2
N79•27'30"E
COMMON TRACT A
o
3.06'LLI �v
Fes.
�138 4S CR 42.95
1266 \
w
w y
o N
1262
NpEVERj ROAp
M o
o N79 2l
V A
o_
o
w
a'
u') o
o N
1261
3.06'
o
S79•27'30"W
N,9.246 33E �R$ii
DETAIL p
N 1 "=40' SHEET 4
MLQmpEwm u G LaMC�G�I�,
pml%91E (ME
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JULY 18,1980
DAVID W. MILLS
01915
EXPIRES 12-31-22
M
cD
N
M
ih
00
Lo
2
00
n
O
00
SURVEY PREPARED FOR:
CALDERA SPRINGS, PHASE A
Parametrix
ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES
150 NW PACIFIC PARK LANE, SUITE 110 1 BEND, OR 97701
P 541.508.7710
WWW.PARAMETRIX.COM
PMX JOB NO. 297-7378-032
CI IR\/FYFn
DRAWN
CHECKED
JHL, DRF
STH• OKS
DWM
APPROVED
DWM
DESCHUTES COUWY SURVEYOR
FILEID.Oz--
ONE INCH AT FULL SCALE.
IF NOT, SCALE ACCORDINGLY
SCALE
1 " = 300'
DATE
JAN U ARY 26, 2022
0
a
»
w
0
lz
SCALE
300 0 150 300 600
(FEET)
1 INCH = 300 FEET
co
W
W
W
W
U)
LEGEND
CALDERA SPRINGS, PHASE A
LOCATED IN THE EAST HALF (1/2) OF SECTION 8 AND THE WEST HALF (1/2) OF SECTION 9 AND THE WEST HALF (1/2) OF SECTION 16 AND
THE EAST HALF (1/2) OF THE SOUTHWEST ONE QUARTER (1/4) OF SECTION 17 AND THE WEST HALF (1/2) OF SECTION 17, ALL IN
TOWNSHIP 20 SOUTH, RANGE 11 EAST WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
JANUARY 2022
247-21-000654-TP
SANTA FE RAILROAD C225 L=362.14'
-�� TON NORTHERN-
SO612'31'E 336.69' S0654'48"W 336.70'
— BURLING
SOT27'22AE 2498.68' 1252
S08'20'05"W 3903.92'
'015.79,
COMMON AREA
TRACT CC
COMMON
AREA
TRACT BB
331
332 334
335 336 337
338
339
330
333
340
341
A�
361 362
363 364
329
�A
358 357 356
—
365
366
DEVELOPMENT TRACT Al
359
355
—
328
360
354
�j��R 367
327
COMMON AREA JP���
390 389 388
387 386 pR�Q
TRACT EE E��`
353
385 368
326
345
EADO WOOD 352
00.0
NOT A
-�
W
Q 346
351
384 \ 369
PART 325
347
348 349 350
383 L
°'
T
7A 370
-toll
324
a
COMMON AREA
0
TRACT DD
382 371
323
v 344
I
COMMON AREA
0
°C
381 372
TRACT CC 322
0 343
COMMON AREA 0�
321
342
DEVELOPMENT
380 373
TRACT AA
TRACT A4
374
z379
N
—
DETRACT
LK RUN DRIVE—{pR��gTE�
375
A3NT
378
�
376
�
�
377
0
o
DEVELOPMENT
TRACT WB1
... ... ._
S00'14'15"W 6654.60' 0
0
... _ _ .�. - -
0
0
t�. 1 ... . . .
T
_
TRACT M
.
w
. .
. . . . . . . .
o
0
o
SEE DETAIL 'E'
ON SHEET 4
CALDERA SPRINGS, PHASE A PLAT BOUNDARY
LOT / TRACT LINE
—
CENTERLINE
EXISTING PROPERTY/LOT LINE
— —
EXISTING RIGHT-OF-WAY LINE
— - - -
- — EXISTING EASEMENT CENTERLINE, AS NOTED
EXISTING EASEMENT, AS NOTED
3:�
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)
S
FOUND MONUMENT (SEE FOUND MONUMENTS
TABLE ON SHEET 10)
FOUND MONUMENT, AS NOTED ON SHEET 2
CALCULATED POINT, NEITHER FOUND NOR SET
C#
SEE CURVE TABLE ON SHEET 9
L#
SEE LINE TABLE ON SHEET 9
'WO
DEVELOPMENT TRACT A2
o �
WF TRACT 1 l Z
0
$W C7 coof
rn ZZ�
NDEVERT
ROAD Lu
0 0 = CC
VA
^ o m �
w o
50.00, z
P.
/L.�'-S08'09'19"W 10.98'
1256
DETAIL F
N 1 "=30' SHEET 5
N08'09119 E 1729.30 ----�
1694, 73,
—
SEE DETAIL T' j
ON THIS SHEET 33 00'
d-
d-
,�i
v
WILDLIFE FOUND STONE NO MARKINGS
TRACT WF1 S10'28'04"E, 19.3' OFF CENTERLINE
119.59 AC. ; (SEE NARRATIVE)
L=215.27'
10" DOUBLE PONDEROSA PINE AT CORNER,
SET REFERENCE MONUMENT WITH ORANGE oG \
PLASTIC CAP, MARKED 'PARAMETRIX
REFERENCE', S78'5456'W, 5.00'
a
7
`�i
1�
d-
ul
bo
COMMON AREA
TRACT CC
co
N FOUND STONE NO
MARKINGS FALLS
S11'05'04"E, 21.6'
OFF CENTERLINE
(SEE NARRATIVE)
s �
b
z CENTERLINE OF 40' EASEMENT FOR POWERLINES N s
TO MIDSTATE ELECTRIC COOPERATIVE, INC. 00'
RECORDED IN DESCHUTES COUNTY OFFICIAL �33
RECORDS AS DOC. NO. 2013-35139 AND 2013-37255 00'
33
pUBUC 66.00'
C76 C77 C,58 OEDiCAAON
\=235.95' S00'36'25'W 3153.13' �-
. . . - ►
S79'13'36"W
�8 20.00' 242.61
S316), N10'46'24"W Njcr46'24"W S7T54'56'W
19.58 100.00'
PRIVATE)- _
SEE SHEET 4 SURVEY PREPARED FOR:
CALDERA SPRINGS, PHASE A
Parametrix
ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES
150 NW PACIFIC PARK LANE, SUITE 110 1 BEND, OR 97701
REGISTERED P 541.508.7710
PROFESSIONAL WWW•PARAMETRIX.COM
LAND SURVEYOR PMX JOB NO. 297-7378-032
SURVEYED
JHL, DRF
OREGON DRAWN ONE INCH AT FULL SCALE.
JULY 18,1980 STH, 0KS IF NOT, SCALE ACCORDINGLY
DAVID W. MILLS CHECKED
01915 SCALE
EXPIRES 12-31-22 DWM = 300'
APPROVED DATE
JANUARY 26, 2022
0
w
0
to
z
H
w
w
cn
20737�
I
I
DEVELOPMENT
TRACT Al
SEE SHEET
COMMON AREA TRACT AA
4.96 AC
S37*04'42"E 51.22'----,
N85'07'04"E 60.00'
C2 C53
L=20.00' L=25.15' C-155
C
i Cl L=127.68' C54 L=119,26' ` �85p4 SPRINGS LOO0
C> LAVA P C26
o. o _ C25 L=305.13 _ 5
o_ wo C28 L-- 161.33' C29 L=143.80' (PRIVATE)
o G5
C63 L=135.24' 1 C58 L=107.04' S3T04'42"E 20.65'
N
N d:
W I r
o
ocoo
�j � 1513,34"E 180.
DEVELOPMENT TRACT A3
30' 0.99 AC ?�
I
\ o
DEVELOPMENT
TRACT WB1
1.87 AC
I
.5 C24
L=22 78'
"30.00'
N89.22'40"W 108.90' S8T42'37"W 412.91'
110.00'
J
21.21' S37*04'42"E
84.12'
0� �1'L`I-��
G Gc° \, o�
L2
c�
4
�3r
CALDERA SPRINGS, PHASE A EF
LOCATED IN THE EAST HALF (1/2) OF SECTION 8 AND THE WEST HALF (1/2) OF SECTION 9 AND THE WEST HALF (1/2) OF SECTION 16 AND
THE EAST HALF (1/2) OF THE SOUTHWEST ONE QUARTER (1/4) OF SECTION 17 AND THE WEST HALF (1/2) OF SECTION 17, ALL IN ^'
TOWNSHIP 20 SOUTH, RANGE 11 EAST WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
JANUARY 2022 w
247-21-000654-TP �
16" PONDEROSA PINE AT CORNER
SET REFERENCE MONUMENT WITH
ORANGE PLASTIC CAP, MARKED
"PARAMETRIX REFERENCE',
S37.04'42"E, 3.00'
SEE SHEET 3
CZ?8
�,215 85C229 L=200.55'
24" PONDEROSA PINE AT CORNER SET
REFERENCE MONUMENT WITH ORANGE
PLASTIC CAP, MARKED "PARAMETRIX
REFERENCE", N14.04'01"E, 3.00'
NOT A PART SEE DETAIL'B'
ON SHEET 3
COMMON AREA TRACT CC
17.58 AC
C223
110.00' 82.91' 130 C128 L=125.55' �'282 43'
C126
L=30.90' 5"
C238
L=3.65'
C8 L=90 g
C230
L=18.93'
C231
r-L=48.58'
40.22' L23
19.78' 8 9
16
C232
C,58.68'
• 4,38"E 236.83' 113,06
N79 .
80.66,
T
N78•38'32-V
113.96' N
6p2
236
SCALE
100 0 50 700 200
( FEET )
1 INCH = 100 FEET
LEGEND
CALDERA SPRINGS, PHASE A 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
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)
of 11
b
o
83.%
g /
O
SET 1-1/2
I TRACT A2 d 6-- — " , (PRIVATE)g , / (PRIVATE) ,
I N88'42 37 E 472.91
221
• s �� L=69.38 LOT 331
0.00'----110.00' — 82.91'
C51 ?�� \7�`39A: �'�� ,`� �� C131 z� r' 0 23,021 SQ. FT. w
i CENTERLINE OF 40' EASEMENT FOR 3 60.00 — 110.00 T 11 �Q- �► A04
POWERLINES TO MIDSTATE ELECTRIC 30 o b o �� 1? ,��/ �, COMMON v'LA , "? 00
COOPERATIVE, INC. RECORDED IN DESCHUTES N o �o 3`s29 •�`�' Q' AREA TRACT BB ` 30 30'CD r
N
COUNTY OFFICIAL RECORDS AS DOC. N0. ^ b �'' LOT 343 w LOT 344 o N • �' N • 5 c"� ��P� �,��``� 11,413 SQ. FT. z
2013-35139 AND 2013-37255 p N o LOT 342 w o S3T12 21"W 83.42 sg¢5, 5812334"E 180,00'
/�' 0 17,600 SQ. FT. N 17,600 SQ. FT. N 17,600 SQ. FT. co 31 0 /
C)z oc� 1s�28, oo `�? I 52.41'
J N f • / o' I
>>6' �° p> o'er LOT 332 ^
N LOT 345 / o`�'/ 21,030 SQ. FT. /� N
110.00' 110.00' 110.00' / 16,762 SQ. FT. . �1 <
\` N88'42'37"E 330.00 �• 3.55 N moo, '6j , .
s22>, oo, •'` �,��`� DOS moo s o�oo N81.23'34"W 212.33,
00
c> 2.58
17,642 SQ. FT. ' �� /Q�ti� '��`L `9� C>> o ,d
I I •��O \ �� LOT 333
LOT 360 4 wo
c p�� j / `'� 19,944 SQ. FT. \ 22,216 SQ. FT.
co
o 16p60, v 30, �\� ��,'�
N to dCOMMON AREA TRACT DD ,� LOT 347 99�,9, •N1�� 156�'5
II t N J 24.12 AC ni �LOT 334
� � II �, 17,642 SQ. FT. o, LOT 359 � �
/i
N J J Ci6� 1T,641 SQ. FT. 6= 17,595 SQ. FT.
v
U N77'13'30 10� PUE COMMON AREA
v L.) LOT 4 16o Op' n M TRACT EE � ,p�pE 16p� J v "W �6p p4' d- N
\ 0 3 8 0 co
clq
^ N6g 11 ; J S15 2� 03 �, v
^ 00
LOT 358 3p' , 30 °r° LOT 335 J a"
00 II 17,641 SQ. FT. rn r
U00
J i J 17,650 SQ. FT. U o
Jco
J
I _ N
160.00' � v
O N81'04'33"E S84.21'10"W 160-W
SEE SHEET 7 LOT 357 ,� _ 1 nT qsa
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JULY 18,1980
DAVID W. MILLS
01915
EXPIRES 12-31-22
SURVEY PREPARED FOR:
CALDERA SPRINGS, PHASE A
Parametrix
ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES
150 NW PACIFIC PARK LANE, SUITE 110 1 BEND, OR 97701
P 541.508.7710
WWW.PARAMETRIX.COM
PMX JOB NO. 297-7378-032
SURVEYED
JHL, DRF
DRAWN ONE INCH AT FULL SCALE.
STH• OKS
CHECKED
APPROVED
6 DWM
DESCONUTES COUNTY SURVEY .r;
RLED -0k0-VLZ&1z2! E;Yv;
IF NOT, SCALE ACCORDINGLY
SCALE
1=100'
DATE
JANUARY 26, 2022
0
L�
O
co
z
w
w
ID
M CV C
J N
O co J
N N J
C,4 � Igo Off,
L) " S'I� 18 06"�N C68
1 C67 L=9.37'
\� L=19.26'
1
1
1
1
1
30'
30' '
`
DEVELOPMENT
TRACT A2
0
cq
� IN
O
J
U
N �
If
J J N
I
DEVELOPMENT TRACT A4
' 6.28 AC
cCIO
o
10' PUE U
/
U
Z /
C20 /
L=21.90' /
C19 /
L=25.37'
/
N22751'16"E /
60.00' /
C18 /
L=20.01' /
N /
i v
h �
N / ^�
30, 30, co
U
S74.45,
C73 42,E 190.40•
L=452.05'
85'
2.58'
SEE SHEET 6 LOT 346 /�^� S3T 12'21 "W 193.02' \ �\ i\ CALDERA SPRINGS,
PHASE A
N �6¢1.92 JO,�\ c,6�, LOT360 00 d Qv�- LOCATED IN THE EAST HALF (1/2) OF SECTION 8 AND THE WEST HALF (1/2) OF F
16000' J0' �SECTION 9 AND THE WEST HALF (1/2) OF SECTION 16 AND THE EAST HALF (1/2) OF
LOT347 THE SOUTHWEST ONE QUARTER (1/4) OF SECTION 17 AND THE WEST HALF (1/2) OF
v 17,642 SQ. FT. LOT 359 r'cP
n 17,s41 SQ. FT. �� s SECTION 17, ALL IN TOWNSHIP 20 SOUTH, RANGE 11 EAST WILLAMETTE MERIDIAN ,
DESCHUTES COUNTY OREGON
N7T13,30 10' PUE �� o `� LOT 334 JANUARY 2022
N 16p 00' 1600 9 , v 164 �0, d'
N6a�� 5152� 03"�N � 247-21-000654-TP
�; LOT 348 "� J
M 17,642 SQ. FT. ' LOT 358 30' 1 30,cQ
LOT 335
If 17,641 SQ. FT. o� n
v -1 v 17,650 SQ. FT. ,! o
c
N89'36'45"W 160.00' I �
O
1'04'33"E 160.00 _� N 160.00'
►n ono COMMON AREA TRACT EE N$ �! �' o S84 21 10"W
LOT 349 �; LO
v $ 1.76 AC N N ;n � N N
to N a' LOT 357 -j C.0
17,642 SQ. FT. o N J J I c �� LOT 336 J
o 0 17,641 SQ. FT. m J 17,622 SQ. FT. SCALE
C) � J 100 0 50 100 200
U ro0, S c-
U U
S1g00 0 J N S86'01'54"E 160.00' ; ; N86'4533"W 160.00' FEET
i N ( )
� N U ^
LOT 350 If cy) 1 INCH = 100 FEET
17,642 SQ. FT. Q, LOT 356 ' �► LOT 337 N
17,641 SQ. FT. r ► 0 17,622 SQ. FT. N
� to
J
'p' PUE LEGEND
C154308�23E 1 / N7j�52'16 U CALDERA SPRINGS, PHASE A PLAT BOUNDARY
`0 60.00, c 160 ,
LOT 351 > �O L=24.05 00
0 C156 o, LOT / TRACT LINE
17 642 SQ. FT. „ ,
s L=33.44 LOT 338 h
Est 9 `� LOT 355 ' I c, 17,623 SQ. FT.
00 6' o O i — ROADWAY CENTERLINE
O 19,783 SQ. FT. ^
`\9�19 �,O�i N�O ' C7S2 I ,�. C106 L=10.32C108 - - - EXISTING EASEMENT CENTERLINE, AS NOTED
��� 4i ,N ^� N7 • L=9.39' c�
17 6402 SQ. c��. ��% ��� ¢6 _ 4608C-' v 0064¢ , 16 ,� EXISTING EASEMENT, AS NOTED
00
�, - — — — — — — — — — - PUBLIC UTILITY EASEMENT (PUE) BEING CREATED
S173;3g,03„ / o LOT 339 cb I BY THIS PLAT
�C7SO 46.Q,8 W ,$ E 17,603 SQ. FT. o
LOT 353 J�' �,g082, - �\3 �' 10' P(/E SET 5/8" REBAR AND YELLOW PLASTIC CAP
5 17,642 SQ. FT. 0 2.15' ¢393' i N73S MARKED "PARAMETRIX", UNLESS NOTED OTHERWISE
0 0 `�' • 032 SET 5/8" REBAR AND YELLOW PLASTIC CAP MARKED
O
l60
C��9 tih oo LOT 354 30, 30, 00,"PARAMETRIX" (POST MONUMENTED)
17,642 SQ. FT.
12)S6' �ti LOT 17,603 SQOFT. M O SET 1-1/2" �DIA. ALUMINUM CAP ON 5/8" IRON ROD
a STAMPED PARAMETRIX (POST MONUMENTED)
S77'34,20„E , U N C# SEE CURVE TABLE ON SHEET 9
4.61 I ' 60.00
N ^ o N L# SEE LINE TABLE ON SHEET 9
2.95 '�00 '' - N 1/ o PUE PUBLIC UTILITY EASEMENT
li ' LOT 341
`n -' J o 17,603 SQ. FT.
U �
�O
If U _O
o, N81.18'08"W 160.000 U N
n
U
If
COMMON AREA TRACT DD / ,� N83'10'02-W 160.Op' o, COMMON AREA TRACT CC
24.12 AC corn I v 17.58 ACJw
U O
J O
o, LOT 390 :y
cli 0 17,600 SQ. FT. Oa If N83'51'25"W 160.00' z
N
N c> co -$ po
If W5 REGISTERED
LOT `^' Y PROFESSIONAL II ao
S86'28'01"E 160.00' 1 0 21,125 SQ. FT. -' C6 LAND SURVEYOR
rn o
o Of -> U m co N
J LOT 389 0 x ' WILDLIFE11
17,600 SQ. FT. ir d TRACT WF1
CN
CC N N88'20'07"W 160.00' b d- O R E G O N
U U G 00 6 U JULY 18,1980
00 n DAVID W. MILLS
S89'46'01 "E 160.00' I J J 01915
L=50.08 ^ L-46.05' LOT 362 m ! EXPIRES 12-31-22
21,123 SQ. FT. /
LOT 388 I L=42.24' \
17,610 SQ. FT. \� i
N SURVEY PREPARED FOR:
L=52.82' c� L=71.19' " � '
30' 30' 1 N87*38'57"W 160.53' CALDERA SPRINGS, PHASE A
S84'37'48"E 160.00'
N O
0 10' �
LOT 387 PUE ' LOT 363 Parametrix
►� 22,300 SQ. FT.
CO
17,633 SQ. FT. N co
o ENGINEERING .PLANNING. ENVIRONMENTAL SCIENCES
c> p 1 o
0
� 10' PUE Z 150 NW PACIFIC PARK LANE, SUITE 110 BEND, OR 97701
S7256'12hE 16 �' o N N7T41 14 P 541.508.7710
�Op' ^; 179.63, WWW.PARAMETRIX.COM
LOT386 PMX JOB NO. 297-7378-032
h
o / LOT 364
SURVEYED o
C205 v /
JHL, DRF
DRAWN ONE INCH AT FULL SCALE.
o C44 STH, OKS IF NOT, SCALE ACCORDINGLY
C207 CHECKED SCALE
DWM 1" = 100"
APPROVED DATE
DWM JANUARY 26, 2022
z/oq/2� _z nv� &V.A*u
n
0
z
w
w
0
MATCHLINE - SEE BELOW RIGHT
SEE DETAIL I
'G' ON THIS
SHEET
co
I
\� 30' 30,
� IDEVELOPMENT
TRACT A2 y
DETAIL
N 1 "=30' SHEET 8
I
h
I i /
c� I
1 V
DEVELOPMENT
TRACT A2
o�.
v�
i
I
,� 01•
� Ii
Q- JP I
I
oti
4
Cory
h
� I I
740.00'
N
—21*00'
C Ic�
WILDIFE
TRACT WF1
i
30' 30' � I I
N7913'36"E
20.00' I
N10'46'24V I
19.58'
N 10• 46' 24'1N I I
19.58'
S79'13'36"W
50'
50' 20.00' I I
I
N N N
I
c N
iD d-
c o O
� Z Z •
0
z t
50 g54 56'�N 15g.22'
00' '
EVERT ROAp � �
V ANp
CALDERA SPRINGS,
PHASE A
LOCATED IN THE EAST HALF (1/2) OF SECTION 8 AND THE WEST HALF (1/2) OF SECTION 9 AND THE WEST
HALF (1/2) OF SECTION 16 AND THE EAST HALF (1/2) OF THE SOUTHWEST ONE QUARTER (1/4) OF SECTION 17
AND THE WEST HALF (1/2) OF SECTION 17, ALL IN TOWNSHIP 20 SOUTH, RANGE 11 EAST
WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
JANUARY 2022
C20 SEE SHEET 7 247-21-000654-TP
DEVELOPMENT L=21'90'
TRACT A2 C19
L=25.37'
/ LOT 362
N22'51'16"E /
LOT 388
i 60.00' 30' 30' N8738'57"W 160.53'
S84'3T
co E 160.00' N o
/ , cV
L=20.018' / SCALE M LOT 38710 puE �' LOT 363 o
I / h
DEVELOPMENT TRACT A4 100 0 50 100 200 ,� 17,633 SQ. FT. N 22,300 SQ. FT. 00 o
6.28 AC
40.00' 10' PUE
Z
,-
.o0 20.00' ;�% (FEET) ,� s�rs6,�?�E � � � N7T4� 14 �
I i 1 INCH 100 FEET v 60 00, 'W 179 63'
30, 30, �/ �o LOT 386
�; 17,633 SQ. FT. N LOT 364
I COMMON AREA TRACT DD �'
I
24.12 AC
11
��� 6 25,501 SQ. FT. / o' o S , o
S74• ,60°�' / Owe N6r¢3.
45 42"E 1g � LOT 385 / v i� 32V
0.00Oti 17,633 SQ. FT. �„�, ��' v 203,59,
INV
I GO' ,\01 SSt9• moo' � ,`� �o�
N M �� o/ �' .0 LOT 365
I I o v G'� �6�0 ��,'� �� Q 28,233 SQ. FT.
I v- O, off.cp
� LOT 384co
M �/1���� s� 22,384 SQ. FT. / / oo� NS8•s1°, J``' �,
L=60.44 L=60.51' 0��6 c�,5 G 16 o 0
v �Oo. 2S S , o
DEVELOPMENT L=376.07' ` 123 �$ F` '� ISO,
8 0allo
TRACT A2 C203 L=119.72' I Ar,2C1t=119.72' C194 IC191 O LOT 383 ���0 i�'�00� O��// �1°' z Z
C-' "'C1g6 20' STORM � 22,384 SQ. FT. / �,'� �,�,�q,• ��,� LOT 366
N -- C198 0 DRAINAGE AND �,'� Gg°� 37,633 SQ. FT. 50
I ( SANITARY SEWER LOT 382
L=76.20 EASEMENT p6'S9•
LOT N11 0 23,118 SQ. FT. o ��6 01
o o 17,607 SQ. FT. rn o LOT 381 � G 1�5 �• a'
o LOT 378 �+ N LOT 380 0 20,254 SQ. FT. G "o ��1� `3�1 r`1
o LOT 377 17,606 SQ. FT. N 17,607 SQ. FT. cn _ , 5 g0' / 11, ',�•
o. _ 1 _L81.55 _ 16
17,600 SQ. FT. `f' C189 -C187 —t i , � LOT 367
C193-L=100.37� `C190 9. 49,974 SQ. FT.
�, o L=63.88' �'��`�-�� 66,,
W , C1 g5 _ L_100.37 - . t 315.29' L=50.67'
s' -0 4 Gad
W �•C191 � wo C20 `�6'�
ZQ �` bo C43 L=292.50' -
0=C 110 00 OOP C206 _ C82-L=122.87' C83 — C84—-C85-L-98 47 F �j LOT 368 17 16
' `-122.81 L=26.67 L=77.10' o 39,750 SQ. FT. 00
2• O o LOT 369
Y 11 "W 27i -- .' C81' co S50'03 24'V
i I W �� a1' 3� �1 5�1.1425 M���O� 0 27,522 SQ. FT. 6� 40.17'(TIE) i
N71'14'25"E _ _ 2 0� �, �' LOT 370
12 '92 �' 21,183 SQ. FT. �
28.15 C38 - 245 C80 M
� � �: � LOT 371 � a' '
L=35.97 0 L=20.09 ,�, N 18g.22
I 2.85 1�0 'o- �• N LOT 373 w LOT 372 N 20,890 SQ. FT.
N1845 351v ' �' '� 22,540 SQ. FT.
60.00' ��� 43.72' G ;n c, LOT 374 0 23,265 SQ. FT. N z 178'
t^ 23 615 SQ FT N o M 15 0
C74
L=8.93'
r- '
CD
Z
LOT 5FT.
o -
Z 126•46'
REGISTERED
SI1'14'25'iN
7
LOT 376
23,508SQo
1 z
'
sio
18
PROFESSIONAL
�20.00
21,986 SQ. FT.
. �'
125 3 57,
123
LAND SURVEYOR
C16 N
to
'
L=2.5438
W121
15;5'38
88
30, N191g'09nE
COMMON AREA TRACT CC S1916 09 141
/� 26�2
:yam
17.58 AC
I
I J
�
107,34
OREG0N
�
c
C75 111 p9
WILDLIFE
TRACTWF1
J9
DAVID W. MILLS
�
L=218.48�
01915
-
EXPIRES 12-31-22
i
I
.. . .. . .. . .. . .. . .. . ..
-
SURVEY PREPARED FOR:
C79
CALDERA SPRINGS, PHASE A
L=24.24'
N
Parametrix
M
co
�'
LEGEND
ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES
�
'
J
O
cov
CALDERA SPRINGS, PHASE A PLAT BOUNDARY
SET 5/8" REBAR AND YELLOW PLASTIC CAP
I
�;
MARKED "PARAMETRIX", UNLESS NOTED OTHERWISE
,
LOT/TRACT LINE
150 NW PACIFIC PARK LANE, SUITE 110 BEND, OR 97701
to cq*N
SET 5/8" REBAR AND YELLOW PLASTIC CAP MARKED
P 541.508.7710
c� �' —
CENTERLINE
"PARAMETRIX" (POST MONUMENTED)
WWW.PARAMETRIX.COM
SEE DETAIL I
I
co — —
"
EXISTING RIGHT-OF-WAY LINE
O
SET 1-1/2" DIA. ALUMINUM CAP ON 5/8" IRON ROD
PMX JOB NO. 297-7378-032
'G' ON THISI
I
STAMPED "PARAMETRIX" (POST MONUMENTED)
SURVEYED
SHEET
— - - -
- — EXISTING EASEMENT CENTERLINE, AS NOTED
'
C#
SEE CURVE TABLE ON SHEET 9
JHL DRF
EXISTING EASEMENT AS NOTED
PRAWN
ONE INCH AT FULL SCO
L# SEE LINE TABLE ON SHEET 9
— — — — — — — — — — — PUBLIC UTILITY EASEMENT (PUE) BEING CREATED
BY THIS PLAT PUE PUBLIC UTILITY EASEMENT
MATCHLINE - SEE ABOVE LEFT
TO VANDEVERT ROAD
DESCHUTES COUNTY SURVEYOR
FblED Qz o z z BY: ,
WR