HomeMy WebLinkAboutSurvey 21300S8
C-W-E
1 /64
1984
LS 1020
r
N89'29'28"W 663.72'
(N89°29'49"W 663.73')(R3)
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PER (R2)
O.C.R.R. 0502
E 1 S8
16•S17
1984 \
LS 1020
CALDERA SPRINGS OLU, PHASE C-2
BEING A REPEAT OF A PORTION OF DEVELOPMENT TRACT Al, CALDERA SPRINGS, PHASE A
LOCATED IN THE SOUTHEAST ONE -QUARTER (SE1/4) OF THE SOUTHEAST ONE -QUARTER (SE1/4) OF SECTION 8 OF TOWNSHIP 20
SOUTH, RANGE 11 EAST WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON
APRIL 2024
247-22-000182-TP
C-E 1/16 CORNER
•
N
1 INCH = 300 FT. (�mloguQQ
pml�-319 La
DEYELOPMEAT TRACT Al
CALDERA SPRINGS OLU,
PHASE C-2
M38
RACT
35
� 34
TRACT 33
luut 32
Lli
/l �Q
0
w p� LAV A S
> d0 Q� P�/N
OpP PR.
0
LEGEND
U
O
CALDERA SPRINGS OLU, PHASE C-2 PLAT BOUNDARY
LOT / TRACT LINE
EXISTING PROPERTY LINE
EXISTING EASEMENT, AS NOTED
FOUND 2-1/2" STEEL PIPE WITH 2-1/2" BRASS CAP
MARKED AS SHOWN
FOUND 2-1/2" STEEL PIPE WITHOUT CAP, BENT,
POINT OF ENTRY IS SOUTH 0.54' AND EAST 0.06'.
RESET WITH 5/8" REBAR AND YELLOW PLASTIC CAP
STAMPED "PARAMETRIX".
SURVEY REFERENCES
(R1) CS NO. 04509, CADASTRAL SURVEY BY D.E.C. COMPANY & ASSOCIATES,
JOE CARTER PLS 790, DATED 8/27/1973.
(R2) CS NO. 04418, CADASTRAL SURVEY BY GEORGE COLVIN PLS 1020, FILED
1 /21 /1985.
(R3) CALDERA SPRINGS, PHASE A BY PARAMETRIX, INC., DAVID W. MILLS PLS
1915, FILED 2/4/2022. (CS20737) RECORDED 2/2/2022.
(R4) CALDERA SPRINGS OLU, PHASE A BY PARAMETRIX, INC., DAVID W. MILLS
PLS 1915, FILED 2/4/2022. (CS20738) RECORDED 2/2/2022.
(R5) CALDERA SPRINGS OLU, PHASE B BY PARAMETRIX, INC., DAVID W. MILLS
PLS 1915, RECORDED 7/11/2022. (CS20858) FILED 7/12/2022.
(R6) CALDERA SPRINGS, PHASE B BY PARAMETRIX, INC., DAVID W. MILLS PLS
1915, RECORDED 7/11/2022. (CS20857) FILED 7/12/2022.
(R7) CALDERA SPRINGS OLU, PHASE C-1 BY PARAMETRIX, INC., DAVID W MILLS
PLS 1915, RECORDED 1/11/2023. (CS21010) FILED 1/11/2023.
(R8) CS 20605, PROPERTY LINE ADJUSTMENT SURVEY BY PARAMETRIX, INC.,
SCOTT C. BOLDUC PLS 79288, FILED 09/02/2021.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
FJREGON
ULY 18,1980
DAV�IDW. MILLS
01915
EXPIRES 12-31-24
amvu- OR
1*1= oq Avl"Zoaq,
CURVE TABLE
CURVE NO.
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD BEARING
Cl
127.70'
2030.00'
3*36'16"
127.68'
N87°21'25"E
C2
528.96'
1330.00'
22'47'15"
525.49'
N05°39'00"E
C3
107.72'
1150.00'
5°22'01"
107.68'
N19°43'38"E
C4
20.00'
1330.00'
0'51'42"
20.00'
S05'18'47"E
C5
127.28'
195.00'
37`23'58"
125.04'
N17°20'58"W
C6
50.45'
780.00'
3'42'22"
50.44'
N83°44'09"E
C7
240.37'
720.00'
19°07'40"
239.25'
S88°33'12"E
C8
74.97'
330.00'
13'00'58"
74.81'
N85°29'51 "W
C9
24.44'
330.00'
4'14'38"
24.44'
N09°02'16"W
C10
207.77'
270.00'
44°05'25"
202.68'
S10°53'07"W
C11
250.98'
1330.00'
10*48'44"
250.61'
S27°31'28"W
C 12
360.46'
1300.00'
15°53' 12"
359.30'
S24°59' 13"W
C13
230.86'
300.00'
44°05'25"
225.20'
N10°53'07"E
C14
181.14'
300.00'
34'35'40"
178.40'
N15*37'59"E
C15
49.72'
300.00'
9°29'44"
49.66'
N06'24'43"W
C16
352.14'
1270.00'
15*53'12"
351.01'
S24'59'13"W
C17
169.41'
330.00'
29°24'51
167.56'
N18'13'24"E
C18
83.99'
1270.00'
3°47'21"
83.98'
S18°56'18"W
C19
83.99'
1270.00'
3'47'21"
83.98'
S22'43'39"W
C20
83.99'
1270.00'
3'47'22"
83.98'
S26'31'01 "W
C21
83.99'
1270.00'
3°47'21"
83.98'
S30'18'22"W
C22
16.17'
1270.00'
0°43'47"
16.17'
S32'33'56"W
C23
76.05'
1150.00'
3°47'21"
76.04'
S18'56'18"W
C24
76.05'
1150.00'
3'47'21"
76.04'
S22'43'39"W
C25
76.06'
1150.00'
3'47'22"
76.04'
S26°31'01 "W
C26
76.06'
1150.00'
3'47'21"
76.04'
S30'18'22"W
C27
196.50'
1150.00'
9'47'24"
196.26'
S27° 18'21 "W
C28
368.78'
1330.00'
15*53'12"
367.60'
S24°59'13"W
C29
117.79'
1330.00'
5'04'28"
117.76'
S19°34'51 "W
C30
68.51'
300.00'
13'05'03"
68.36'
S85°31'53"E
C31
250.38'
750.00'
19°07'40"
249.22'
S88°33'12"E
C32
174.79'
750.00'
13'21'10"
174.39'
S85°39'57"E
C33
75.60'
750.00'
5'46'30"
75.56'
N8T46'13"E
C34
61.66'
270.00'
13°05'03"
61.52'
S85°31'53"E
C35
149.81
780.00'
11*00'17"
149.58'
S8T29'30"E
C36
508.96'
1330.00'
21°55'33"
505.86'
S06°04'51"W
C37
646.76'
1330.00'
27°51'43"
640.41'
S08°11'14"W
C38
20.05'
2030.00'
0'33'57"
20.05'
S86°09'55"W
C39
11.60'
2030.00'
O'l9'39"
11.60'
S85°43'07"W
C40
96.05'
2030.00'
2°42'39"
96.04'
S87°48'14"W
C41
31.67'
1150.00'
1'34'40"
31.67'
S21°37'19"W
C42
44.39'
1150.00'
2`12'41"
44.38'
S23'30'59"W
t�z13oo-
N89'29'28"W 663.72' C-E 1/16 CORNER
(N89'29'49"W 663.73')(R3) / 2-1/2" PIPE BADLY DAMAGED UPON CONSTRUCTION BUT REMAINS;
C-W-E 1/64 / o FIELD EFFORT UNABLE TO LOCATE 2-1/2" BRASS CAP;
�' RESET AT ORIGINAL TIED POSITION (SEE NARRATIVE)
S89.52'11 nE 99.41'
i v
CALDERA SPRINGS OLU, PHASE C-2
BEING A REPEAT OF A PORTION OF DEVELOPMENT TRACT A1, CALDERA SPRINGS, PHASE A
nC:ATFiI IN THE S(111THFAGT (1NF_(]I IARTFR /CFI/dl (lF THE C(ll ITHFGCT (1NF_(]I IARTFR (CF1/d1 l)F GFf:TI(1N R 0F TnWNCHIP �!1
CD
SOUTH, RANGE 11 EAST WILLAMETTE MERIDIAN,
N ELOPMENT
SEE DETAIL 'A' co OEV T Al DESCHUTES COUNTY, OREGON
THIS SHEET N APRIL 2024
C> 0 60 247-22-000182-TP
M
N
ZD 0 1 INCH = 60 FT.
cn
S6�'s2� ry LEGEND
s
4
F %S2CALDERA SPRINGS OLU, PHASE C-2 PLAT BOUNDARY
VARIES— LOT / TRACT LINE
20.00'
/ ROADWAY CENTERLINE
PUBLIC UTILITY EASEMENT (PUE) BEING CREATED
CENTERLINE OF 40 FOOT o, / LOT 33 BY THIS PLAT
9,603 SF
POWERLINE EASEMENT; /� 10 .
PER INST. NO. 2013-35139 „ �� �f EXISTING EASEMENT, AS NOTED
pot
AND 2013-37255
a, / SET 5/8" REBAR AND YELLOW PLASTIC CAP
o c, / N69�100/ w i MARKED "PARAMETRIX", UNLESS NOTED OTHERWISE
CD
N �/ '20.00, DETAIL SET 5/8" REBAR AND YELLOW PLASTIC CAP MARKED
� ,, I
"PARAMETRIX" (POST MONUMENTED)
a'
o C41 L=31.67' SCALE: 1 " = 30'
LOT 32 N
o (R7) 0.00, U/ 9,603 SF h
SET 1-1/2" DIA. ALUMINUM CAP ON 5/8" IRON ROD
CD
z i 30.00' (R7) ® STAMPED "PARAMETRIX" (POST MONUMENTED)
u T ( ENT
N7 v v� � � �]
ELOP Al FOUND 2-1/2" STEEL PIPE WITH 2-1/2" BRASS CAP
Q0 00' D RACj
MARKED AS SHOWN ON SHEETS 2 & 3
COMMON AREA TRACT'UU' 180 ` o
o �O��g9 2.49 ACRES 60;00. ('R7)a� (R7) N o �52, • FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP
gQ ,� I S89 11 E 99.41 I STAMPED "PARAMETRIX", PER (R3, R7 AND R8)
O��p ( 3.00' 20.00' 66.40'
�pb� Q�pg I FOUND 2-1/2" STEEL PIPE WITHOUT CAP, ,
BENT
LOT 31 ( �9 I O POINT OF ENTRY IS SOUTH 0.54' AND EAST 0.06'.
rl
o gQ�O�� I CENTERLINE EASEMENT RESET WITH 5/8 REBAR AND YELLOW PLASTIC CAP
O��ps �7�41,
I
STAMPED "PARAMETRIX".
C# SEE CURVE TABLE ON SHEET 2
0
ro
I PUE PUBLIC UTILITY EASEMENT
TRACT0 . � ;-4
T C I VARIES COMMON AREA TRACT'UU' � (RX) RECORD DATA PER REFERENCE (R#) (SEE SURVEY
TRAC T 30 I I REFERENCES ON SHEET 2)
LOT 2.49 ACRES
VARIES 20.00' I * MEASURED DATA SAME AS RECORD
' g9 g9
g° D
t U — -- DESCHUTES COUNTY SU'RVEYOR
=N—
ov BY
LOT 2 T AA
co MON AREA OC
o EOM
J
U
ELAN:DSURVEYOR
GISTERED
00 DETAIL 'B' FESSIONAL
` I I SCALE: 1 " = 30'
J � LOT Z$
CN
COMMON AREA TRACT'UU' LLI
2.49 ACRES 7 W I O R E G O N
JULY 18,1980
o VARIES- p DAVID W. MILLS
01915
VARIES 20.00' CENTERLINE EASEMENT ? EXPIRES 12-31-24
1-0 o6
oC�a
LOT 21 I I
oN
w
T
���
TRAO � \ �;
L=11.60' L=20.05' C40 L-96.05' �
C39 C38 L-127.70' SURVEY PREPARED FOR:
C1 � I CALDERA SPRINGS OLU, PHASE C-2
(R7) I I Parametrix
i )
(R8) INITIAL POINT SEE DETAIL B \ I LAVA SPRINGS LOOP PRIVATE _ _ ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES
" THIS SHEET C4 L=20.00' R3 *
5/8 DIA. REBAR &YELLOW � ( ) .
PLASTIC CAP "PARAMETRIX"
C1 L=127.70 0
150 NW PACIFIC PARK LANE, SUITE 110 I BEND, OR 97701
(L=127.68')(R3) o
o I P 541.508.7710
'' WWW.PARAMETRIX.COM
o LAVA SPRINGS LOOP � I PMx SOB N0. 297-7378-032
PRIVATE)
o — —
N ( CD
SURVEYED �
Q�,OV�J mmo
DRF, KDC ONE INCH AT FULL SCALE. u-
O�° DRAWN IF NOT, SCALE ACCORDINGLY
�pb Q�p N CAP
CHECKED SCALE Z
\
-- — — — — — — — — — — — — — DWM 1" 60' ui
E 1/16 APPROVED DATE w
DWM APRIL 1, 2024 n
CS 21300
SEE DETAIL 'A'
SHEET 3
COMMON AREA TRACT 'UU'
2.49 ACRES
"14vo
CALDERA SPRINGS OLU, PHASE C-2
BEING A REPEAT OF A PORTION OF DEVELOPMENT TRACT Al, CALDERA SPRINGS, PHASE A
LOCATED IN THE SOUTHEAST ONE -QUARTER (SE1/4) OF THE SOUTHEAST ONE -QUARTER (SE1/4) OF SECTION 8 OF TOWNSHIP 20
SOUTH, RANGE 11 EAST WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON
APRIL 2024
247-22-000182-TP
.50, 25rE 60.00' C9 L=24.44'
a ,
00
30 00' 30. C8 L=74.97'
N
COMMON AREA T 8ACT AA
osl9
abOle
TRA
O 0
`E)CD
N
75.60' o 0
o
o O
Z
C6
L=50.45'
un
uri
rl-
W
O
N
O
z
110.00' I30.00' 30.00'
S88'38'59"E 170.00'
01'21'01 »E 14.30' 1�0519 pag p
Q'
TRA
LEGEND
CALDERA SPRINGS OLU, PHASE C-2 PLAT BOUNDARY
LOT / TRACT LINE
ROADWAY CENTERLINE
—
PUBLIC UTILITY EASEMENT (PUE) BEING CREATED
BY THIS PLAT
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)
®
SET 1-1/2" DIA. ALUMINUM CAP ON 5/8" IRON ROD
"PARAMETRIX"
STAMPED (POST MONUMENTED)
FOUND 2-1/2" STEEL PIPE WITH 2-1/2" BRASS CAP
MARKED AS SHOWN ON SHEETS 2 & 3
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "PARAMETRIX", PER (R3, R7 AND R8)
C#
SEE CURVE TABLE ON SHEET 2
PUE
PUBLIC UTILITY EASEMENT
(RX)
RECORD DATA PER REFERENCE (R#) (SEE SURVEY
REFERENCES ON SHEET 2)
*
MEASURED DATA SAME AS RECORD
THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE A PORTION OF DEVELOPMENT TRACT Al OF
CALDERA SPRINGS, PHASE A, PER PLANNING CASE FILE 247-22-000182-TP. MONUMENTS AS
SHOWN WERE LOCATED BY A COMBINATION OF GPS AND TYPICAL TOTAL STATION
OBSERVATIONS. THE CENTER -EAST 1/16 CORNER OF SECTION 8 AS SET IN R2 WAS FOUND
DISTURBED. WE USED OUR ORIGINAL TIES TO CALCULATE ITS POSITION, THIS POSITION WAS
CONFIRMED BY CHECKING INTO THE FOUND MONUMENT AT THE CENTER -WEST EAST
SIXTY-FOURTH CORNER OF SAID SECTION 8 AS SET IN SAID R2.
BASIS OF BEARINGS: SOUTH 00007'49" WEST BETWEEN RECOVERED MONUMENTS MARKING
THE EAST LINE OF TRACT "C" PER PLAT OF CALDERA SPRINGS PHASE ONE (R3).
CS213oo-