HomeMy WebLinkAboutSurvey 21301DESCHUTES Ci}UN'PY SURVEYJ10ORos o/ Zo2�-I
MONUMENT TABLE
N0.
MONUMENT DESCRIPTION
1
FOUND 3/4" INSIDE DIAMETER IRON PIPE WITH YELLOW PLASTIC CAP STAMPED "POVEY & ASSOC.",
ALSO NOTED IN (R7), SHOWN AS A SET 5/8" IRON ROD WITH CAP MARKED "CWEC" IN (R5) BY
GARY HICKMAN, NOTED AS A FOUND 5/8" REBAR BY POVEY IN (R1, R3, R4)
2
FOUND
5/8"
IRON
ROD, NO CAP PER
(R5)
3
FOUND
1/2"
IRON
PIPE WITH BROKEN
YELLOW PLASTIC CAP,
ILLEGIBLE PER (R1)
4
FOUND
1/2- IRON
PIPE WITH BROKEN
YELLOW PLASTIC CAP
STAMPED "POVEY & ASSOC." PER (R1)
5
FOUND
1/2"
IRON
PIPE WITH BROKEN
YELLOW PLASTIC CAP
STAMPED "POVEY & ASSOC." PER (R1)
6
FOUND
1/2"
IRON
PIPE WITH BROKEN
YELLOW PLASTIC CAP
STAMPED "POVEY & ASSOC." PER (R8)
7
FOUND
1/2"
IRON
PIPE WITH BROKEN
YELLOW PLASTIC CAP
STAMPED "POVEY & ASSOC." PER (R8)
8
FOUND
1/2"
IRON
PIPE WITH BROKEN
YELLOW PLASTIC CAP
STAMPED "POVEY & ASSOC." PER (R3)
9
FOUND
1/2"
IRON
PIPE WITH BROKEN
YELLOW PLASTIC CAP
STAMPED "POVEY & ASSOC." PER (R3)
10
FOUND
1/2"
IRON
PIPE WITH BROKEN
YELLOW PLASTIC CAP,
ILLEGIBLE PER (R6)
11
FOUND
1/2"
IRON
PIPE WITH BROKEN
YELLOW PLASTIC CAP,
ILLEGIBLE PER (R6)
12
FOUND
1/2"
IRON
ROD, NO CAP LEANING EASTERLY, SHOT AT BASE, PER (R3)
RECORD OF SURVEY
FOR EVERGREEN LAKE, LLC
PARCEL 4 OF PARTITION PLAT N0. 1993-24
LOCATED IN THE NW 1/4 OF SECTION 15, TOWNSHIP 15
SOUTH, RANGE 13 EAST, W.M., CITY OF REDMOND,
DESCHUTES COUNTY, OREGON
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
C1
264.03'
312.67'
140.46'
N66'02'28"W
256.25'
48'22'55"
C2
289.87'
342.67'
154.25'
N65'5921 "W
281.31'
48'28'04"
C3
91.70'
75.00'
52.57'
N82'30'54"W
86.09'
70*03'14"
C4
52.84'
44.00'
30.13'
S81'53'18"E
49.72'
68'48'03"
C5
25.83'
68.00'
13.07'
S74'35'42"W
25.68'
21'46'04"
C6
31.59'
25.00'
18.29'
N49'16'58"E
29.53'
72'23'33"
RECORD CURVE DATA
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
C1(R1,R2,R4)
263.90'
312.67'
S65'5857"E
256.14'
48'21'35"
Cl (R5)
263.19'
311.81'
48'21'43"
C2(R7)
289.87'
1 342.67'
154.25'
48*28'05"
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HIGHWAY 126
cn
40
N89'48'11 "E (R7)
+00 ° > 22+00
N89 46 37 E
23+00 24+00
N89 5016E 480.84 (R1,R3),
+
26+00 � 27+00
28+00
co21
- -
- + _ _
N8950'16"E (R4), S89'41'15"E (R5)
- - -�--
C4
�Q
v�
O11
144.77' (R1,R3,R6,R8) I,8» N89°46'50"E 480.98'
336.07' (R1�R3) o »A»
0 29�0
144.81
336.17 I
/ o O
S31 °52'18"W
29.95'�."7zc
� w o, Fvl-
(300
!'n �
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,
------------< 20.00 C�
N32'08'45"E o r- � pp `t - , 1114 \ q GP. I-, S89'23'26"E 151.72' - \ 2 �O
30.00' (R1,R6,R8) o X �''�� i i�� \ C7 xXOO
p Z `.' z � sz'� � i PERHIGHWAY RIGHT OF WAY
PKIT\ \ \.
NOT APART / C4 ~ PURPOSES PER BOOK 2023,
0 N40° 09 00 E 63.16 PAGE 26683, DESCHUTES \�8,
N40'07'13"E 63.16' (R1,R3,R4,R8) 15' COID COUNTY OFFICIAL RECORDS.
N40'35'47"E 63.16' (R5) CANAL
N O ° » EASEMENT ss\ \`396�.
;D ,��^� N40 09 00 E 69.08 \ 1
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9 •�o�.�? ��b // '` S41 °57'55"E \
49.11 '
N 05 55 30 W ,S41.48'09"E
29.69 �°` /ti 49.17 (R1,R3,R4)
N04'38'13"W N17'41'47"W 53.02' (R5) S41 '19'35"E
49.17' (PrN
30.00' 8 / N18.10'21 "W 53.02' (R1,R3,R4,R8)
(R1,R6,R8) C{ N18 08 34 W 53.02
N18°08'34"W 42.54' PARCEL q-
PARTITION PLAT NO.
\ 15.00' WIDE COID 1993-24
CANAL EASEMENT 3
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SCALE: 1 =60 . ��,� �` \
ol
Q. \ N70'34'36"E 15.00' (R2)
CIO,J ,� \ S64'25'55'W 15.08' (R1)
�J \ S64°13'08"W 15.08'
NOT A PART \
SURVEYORS NARRATIVE:
THE PURPOSE OF THIS SURVEY TO ESTABLISH AND MONUMENT THAT TRACT OF
LAND CONVEYED TO DA DEVELOPMENT, LLC, 07--26-2019, IN BOOK 2019, PG.
26480, DESCHUTES COUNTY OFFICIAL RECORDS. SAID TRACT IS DESCRIBED AS
PARCEL 4, PARTITION PLAT NO. 1993-24 (R1).
ROBERT POVEY RECORDED SEVERAL SURVEYS (R1,R3,R4,R6,R8) FOR THE
SUBJECT PROPERTY AND ADJACENT PROPERTIES. GARY HICKMAN ALSO
SURVEYED A PORTION OF THE PROPERTY IN (R5). WE FOUND AND HELD
MONUMENTS SET IN THESE SURVEYS AS SHOWN.
MONUMENTS NO. 1 AND NO. 11 ARE MONUMENTS FOUND IN THIS SURVEY AND
ALSO ODOT SURVEY (R7). WE APPLIED THE HIGHWAY RIGHT OF WAY DATA IN
(R7) AND ROTATED TO FIT WITH SAID MONUMENTS NO. 1 AND NO. 11 TO
ESTABLISH THE POINT OF TANGENCY ALONG THE NORTH LINE OF THE SUBJECT
PROPERTY, REFERENCE POINT "A". THE NORTHWEST CORNER OF THE SUBJECT
PROPERTY, REFERENCE POINT "B WAS ESTABLISHED BY SINGLE PROPORTION
FROM ESTABLISHED PC AT REFERENCE POINT "A" AND MONUMENT NO. 11.
WE HELD THE BEARING BETWEEN MONUMENTS NO. 6 AND NO. 7 AND EXTENDED
THE RECORD DISTANCE OF 125.20' PER (R1) TO ESTABLISH REFERENCE POINT
"C". WE THEN HELD A DISTANCE DISTANCE MEASUREMENT FROM MONUMENT
NO. 5 AND REFERENCE POINT "C" PER (R1) FOR THE SW CORNER OF THE
SUBJECT PROPERTY. THE CENTERLINE DATA FOR THE COID CANAL PER (R1)
WAS ROTATED FOR A BEST FIT FROM THE ESTABLISHED SW CORNER OF THE
PROPERTY AND MONUMENT NO. 12.
THE WESTERLY PROPERTY LINES FOLLOW A COID CANAL WHICH HAS A 15.00
FOOT WIDE EASEMENT ON THE EAST SIDE OF THE CENTERLINE. OUR CLIENT
REQUESTED THAT WE MONUMENT THE EASEMENT LINE AS SHOWN.
BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL OREGON
COORDINATE SYSTEM (COCS). GPS CALIBRATIONS WERE MADE FROM THE ORGN
BASE STATIONS (INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL, AND
MDRS) WITH SP80 SPECTRA PRECISION GPS. THE CALIBRATION TIES MULTIPLE
COCS POINTS USING PUBLISHED COORDINATES. THE DESCHUTES 13
TRANSFORMATION USES A MOLODENKSY TRANSFORMATION. THE COCS VERTICAL
DATUM IS NGVD 29
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00 �, x
c-,
30.00'
18.00' \ �`�x
11
"0
O
LEGEND
FOUND MONUMENT AS NOTED, SEE
DESCRIPTION IN MONUMENT` TABLE
0 SET 5/8" x 30" IRON ROD WITH YELLOW
PLASTIC CAP STAMPED "TYE ENGINEERING"
(R1) PP 1993-24 BY ROBERT R. POVEY, PLS 1652,
FILED 04-15-1993, CS11424
(R2) PP 2006-14 BY WILLIAM H. PERRY, PLS 1295,
FILED 04-14-2006, CS16850
(R3) PP 1991-34 BY ROBERT POVEY, PLS 1652,
FILED 07-08-1991, CS03315
(R4) RMP-87-04 BY ROBERT POVEY, PLS 1652,
FILED 03-09-1988, CS01056
(R5) RP-85-2 BY GARY HICKMAN, PLS 1678, FILED
11-20-1987, CS01055
(R6) RMP-05-06 BY ROBERT POVEY, PLS 1652,
FILED 12-23-2005, CS16721
(R7) OR 126: REDMOND - POWELL BUTTE, OCHOCO
HIGHWAY OREGON DEPT. OF TRANSPORATION
DRAWING NO. RW9755M, DATED 9-MAR-2023.
(R8) PROPERTY LINE ADJUSTMENT BY ROBERT
POVEY, PLS 1652, FILED 04-15-1992,
CS10988
LINE TABLE
LINE
LENGTH
DIRECTION
L1
18.70'
N01'05'38"W
L2
28.50'
N01'05'38"W
L3
59.06'
N62'27'28"E
L4
19.88'
S47'29'17"E
L5
72.42'
N63'42'40"E
RECORD LINE TABLE
LINE
LENGTH
BEARING
L1(R1,R3,R8)
18.56'
N00'09'44"W
L2(R1,R3,R8)
28.67'
N00'09'44"W
EGISTERED
R F S NAL
\O
3
\
AN U R EYOR N82'52 Og"E
125.20' (R1 �R6,R8)
\
/
TITLE: PLAT OF SURVEY - CALDER FOSS
N82 °49'52"E
S19°33'03„E
N85°26'SO"W 273.49
" 201.77'
S85°00'S5 W
971/1
125•2D '
May OREGON o gg,37'
24.84'
�N19'36'04"W
C 24.84' (R1,R8)
N85'21'24"W 273.60' (R1)
N85'20'46"W 273.63 (R2)
S85'00'40"W 201.92' (R1)
07 W 201.77' (R2)
S8503' "
JOB N0: 3248 - MTN STATES MATERIALS
Immorp-
99'60 (
D�RK6P. 'D2URYEE ' R6,R8)
„
N19'36 04 W (R3,R4)
SCALE: 1 "=60' BY: P.A.T.
5694PLS 7
RENEWS: 12/31/25 25.83
25.60' (R8)
N19'07'30"W (R5)
PARCEL 1
PARTITION PLAT NO.
/
DATE: 4-30-2024
2006-14
/
725 NW HILL, BEND, OR
3248_Lake Rd Bdry.dwg SHEET: 1 OF 1 97703 541-389-6959
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CS 2 1301