HomeMy WebLinkAboutSurvey 20889BOUNDARY SURVEY
FOR LOT 63, BLOCK 31,
PLAT OF UNIT NO. 2 OF LOCATED IN THE SE 1 /4 OF SECTION 13, TOWNSHIP 20
OREGON
SOUTH, RANGE 10 EAST, W.M.,
WATER WONDERLAND(OWW) DESCHUTES COUNTY, OREGON
\8
SCALE: 1 "=40'
v�
O
i
i
\ LOT 62,
\ BLOCK 31
UNIT NO. 2 OF
\ OWW
LOT 63,
BLOCK 31
UNIT NO. 2
OF
OWW
BLUE HERON DRIVE �I
N80'29'57"W 8.01'
N81'00'00"W 8.00'(R1)
0
0
N
O
M
L6
S �� L5 _SEX. RIVER EDGE
� O�SGN�12 ,- _,:J OS
I
�Y
W 83 ,.Oro
p9 �Ft21 \
Lj10
51, p5 4g O6 w 8
\ �S16'14'54"E 20.00(R3,R4) \ \
U k o
00
cA r,os
\ LOT f
BLOCK
31 \ r
OWW
LOT 66,
NO. 2 OF BLOCK 31 \ ��
UNIT NO. 2 OF Z\
Z � OWW (P A A
(51
\
a. a: 0
o $ o_
l-
o 7111
A
6 a
N N
� N
� O N Z Z
\
0` w
o_ w
\4
Np 0 j
LOT 64, \ f
BLOCK 31
UNIT NO. 2 OF \ J \
OWW N
N
\LA
A \
\' 4
\ LS
3 I /
\ o_
OI IT. S16'14'54"E 2.00'
2 FROMCORNACTUAL PROP. CRPNtr D
I
I
13 /
/ 1
I
/ I
LOT 1,
BLOCK 28 I
UNIT NO. 2 OF
OWW I
I
I
_ _ I
o _
_ M
57"W 43.08' -
)0"W 43.00'(R1) o
M -
LINE TABLE
LINE LENGTH DIRECTION
L1(R3,R4) 15.15' S62'10'48"W
Lt(R1,R2) 15.00' S62'13'00"W
L�R3,R4) 71.08' S51'06'20"W
L2(R1,R2) 71.08' S51'00'56"W
L.AR3,R4) 90.06' S51'06'20"W
L3(R1) 90.00' S51'00'56"W
L4(R3,R4) 96.14' S62'10'48"W
L4(R1,R2) 96.14' S62'13'00"W
L�R3,R4) 76.05' S62'12'27"W
L5(R1,R2) 76.05' S62'13'00'W
L6(R3,R4) 8.62' S82'51'57"W
L6(R1,R2) 8.64' S81'57'07"W
L?(R3,R4) 10.00' S09'08'56"W
L7(R7) 10.00' S09'00'00"W
L8(R3,R4) 83.06' N73'59'19"E
L8(R1) 83.00' N74'00'00"E
L8(R2) 83.04' N73'54'53"E
ICURVE TABLE
CURVE LENGTH RADIUS TANGENT CH BEARING CH LENGTH DELTA
Cl (R3,R4) 94.14' 270.00' 47.55' S64-09.05"W 93.66' 19'58'38"
C1(R1) 94.30' 270.00'
C2(R3,R4) 94.83' 270.00' 47.91' S44'06'04"W 94.34' 20'07'25"
C2(Rt) 95.00' 270.00'
C3(R3,R4) 116.80' 270.00' 59.33' S21'38'47"W 115.89' 24'47'09"
C3(Rt) 117.00' 270.00'
C4(R3,R4) 83.30' 330.00' 41.87' N87'58'22"W 83.08' 14'27'49"
RENEWS: 12/31/23
LEGEND
• FOUND MONUMENT AS NOTED
O SET 5/8" REBAR WITH 1-1/2" ALUMINUM CAP STAMPED
"TYE ENGINEERING."
(R1) OREGON WATER WONDERLAND UNIT 2,
BY RICHARD W. BURTON, PLS 00842, FILED 3/12/1970,
CS08674
(R2) BOUNDARY SURVEY-OREGON WATER WONDERLAND UNIT
2 BLOCK 31 LOT 66 , BY SCOTT C. FRESHWATERS,
PLS 02253, FILED 12/3/1996, CS12773
(R3) BOUNDARY SURVEY-OREGON WATER WONDERLAND UNIT
2 BLOCK 31 LOT 65 , BY DIRK DURYEE,
PLS 65694, FILED 5/5/2022, CS20804
(R4) BOUNDARY SURVEY -LOT 64, BLOCK 31, OREGON WATER
WONDERLAND UNIT 2, BY DIRK DURYEE,
PLS 65694, FILED 5/27/2022, CS20824
(Di) WARRANTY DEED, 2021-15417,
FILED 03/11/2021, DESCHUTES COUNTY OFF. RECORDS
(M) MEASURED
4)LOCATIONNUMBER
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO SET ALL MISSING PROPERTY
CORNERS FOR LOT 63 BLOCK 31 OF OREGON WATER WONDERLAND, UNIT
2 (R1) LOCATED IN SECTION 13, TOWNSHIP 20 SOUTH, RANGE 10 EAST,
OF THE WILLAMETTE MERIDIAN, DESCHUTES COUNTY OREGON.
FOR THIS SURVEY, WE USED OUR RECENT SURVEY IN CS20804 AS THE
BASIS OF THIS SURVEY. FOR THE NORTHERLY LINE MONUMENTS 8 AND
9 WERE HELD. FOR THE SOUTHERLY LINE ALONG THE RIGHT OF WAY OF
CRANE DRIVE WE HELD A 270.00 FOOT RADIUS CURVE BETWEEN
MONUMENT 1 AND MONUMENT 3 AND PROPORTIONED THE LENGTHS
ACCORDINGLY. TO ESTABLISH MONUMENT 14 AT THE SOUTHWESTERLY
CORNER THE RECORD 10.00 FEET WAS HELD AT A BEARING TANGENT TO
THE CURVE C3. MONUMENT 15 FOUND ACROSS BLUE HERON DRIVE FIT
WELL WITH A MONUMENT 14. ALL OTHER MONUMENTS FIT WELL WITH
THE RECORD PLAT (R1)
BASIS OF BEARING:
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 TOPCON HIPER 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.
MON. MONUMENT DESCRIPTION
1 1/2" REBAR, NO CAP
1/2" REBAR, NO CAP, UP 1.0', LOOSELY PLACED, BEARING S77'44'14"W
2 1.49' FROM PROPERTY CORNER, SET 5/8" REBAR WITH YPC MARKED "TYE
ENGINEERING" AT ACTUAL PROPERTY CORNER
3 5/8" REBAR, NO CAP
4 1/2" REBAR, NO CAP
5 5/8" REBAR, 1-1/2" ALUM. CAP MARKED "LS2253"
6 5/8" REBAR, 1-1/2" ALUM. CAP MARKED "LS2253"
7 PROPERTY CORNER IN RIVER, NOTHING SET
8 1/2" REBAR, NO CAP
9 1/2" REBAR, NO CAP
10 5/8" REBAR WITH YPC MARKED "TYE ENGINEERING"
11 PROPERTY CORNER IN RIVER, NOTHING SET
12 PROPERTY CORNER IN RIVER, NOTHING SET
13 5/8" REBAR WITH YPC MARKED "TYE ENGINEERING"
14 SET 5/8" REBAR WITH 1-1/2" ALUMINUM CAP MARKED "TYE ENGINEERING"
15 3/8" IRON PIPE
16 5/8" REBAR, 1-1/2" ALUM. CAP MARKED "LS2253" (R3)
17 SEARCHED FOR, NOT FOUND
18 SEARCHED FOR, NOT FOUND
N
o
o
ao
CO
Ga 20889-
DESCHUTES COUNTY SURVEYOR
FILED..2. 202Z BY, Poll ►ns
2933 - Twomey Boundary-4-12-2022.dwg
ICURVE TABLE
CURVE LENGTH RADIUS TANGENT CH BEARING CH LENGTH DELTA
Cl (R3,R4) 94.14' 270.00' 47.55' S64-09.05"W 93.66' 19'58'38"
C1(R1) 94.30' 270.00'
C2(R3,R4) 94.83' 270.00' 47.91' S44'06'04"W 94.34' 20'07'25"
C2(Rt) 95.00' 270.00'
C3(R3,R4) 116.80' 270.00' 59.33' S21'38'47"W 115.89' 24'47'09"
C3(Rt) 117.00' 270.00'
C4(R3,R4) 83.30' 330.00' 41.87' N87'58'22"W 83.08' 14'27'49"
RENEWS: 12/31/23
LEGEND
• FOUND MONUMENT AS NOTED
O SET 5/8" REBAR WITH 1-1/2" ALUMINUM CAP STAMPED
"TYE ENGINEERING."
(R1) OREGON WATER WONDERLAND UNIT 2,
BY RICHARD W. BURTON, PLS 00842, FILED 3/12/1970,
CS08674
(R2) BOUNDARY SURVEY-OREGON WATER WONDERLAND UNIT
2 BLOCK 31 LOT 66 , BY SCOTT C. FRESHWATERS,
PLS 02253, FILED 12/3/1996, CS12773
(R3) BOUNDARY SURVEY-OREGON WATER WONDERLAND UNIT
2 BLOCK 31 LOT 65 , BY DIRK DURYEE,
PLS 65694, FILED 5/5/2022, CS20804
(R4) BOUNDARY SURVEY -LOT 64, BLOCK 31, OREGON WATER
WONDERLAND UNIT 2, BY DIRK DURYEE,
PLS 65694, FILED 5/27/2022, CS20824
(Di) WARRANTY DEED, 2021-15417,
FILED 03/11/2021, DESCHUTES COUNTY OFF. RECORDS
(M) MEASURED
4)LOCATIONNUMBER
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO SET ALL MISSING PROPERTY
CORNERS FOR LOT 63 BLOCK 31 OF OREGON WATER WONDERLAND, UNIT
2 (R1) LOCATED IN SECTION 13, TOWNSHIP 20 SOUTH, RANGE 10 EAST,
OF THE WILLAMETTE MERIDIAN, DESCHUTES COUNTY OREGON.
FOR THIS SURVEY, WE USED OUR RECENT SURVEY IN CS20804 AS THE
BASIS OF THIS SURVEY. FOR THE NORTHERLY LINE MONUMENTS 8 AND
9 WERE HELD. FOR THE SOUTHERLY LINE ALONG THE RIGHT OF WAY OF
CRANE DRIVE WE HELD A 270.00 FOOT RADIUS CURVE BETWEEN
MONUMENT 1 AND MONUMENT 3 AND PROPORTIONED THE LENGTHS
ACCORDINGLY. TO ESTABLISH MONUMENT 14 AT THE SOUTHWESTERLY
CORNER THE RECORD 10.00 FEET WAS HELD AT A BEARING TANGENT TO
THE CURVE C3. MONUMENT 15 FOUND ACROSS BLUE HERON DRIVE FIT
WELL WITH A MONUMENT 14. ALL OTHER MONUMENTS FIT WELL WITH
THE RECORD PLAT (R1)
BASIS OF BEARING:
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 TOPCON HIPER 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.
MON. MONUMENT DESCRIPTION
1 1/2" REBAR, NO CAP
1/2" REBAR, NO CAP, UP 1.0', LOOSELY PLACED, BEARING S77'44'14"W
2 1.49' FROM PROPERTY CORNER, SET 5/8" REBAR WITH YPC MARKED "TYE
ENGINEERING" AT ACTUAL PROPERTY CORNER
3 5/8" REBAR, NO CAP
4 1/2" REBAR, NO CAP
5 5/8" REBAR, 1-1/2" ALUM. CAP MARKED "LS2253"
6 5/8" REBAR, 1-1/2" ALUM. CAP MARKED "LS2253"
7 PROPERTY CORNER IN RIVER, NOTHING SET
8 1/2" REBAR, NO CAP
9 1/2" REBAR, NO CAP
10 5/8" REBAR WITH YPC MARKED "TYE ENGINEERING"
11 PROPERTY CORNER IN RIVER, NOTHING SET
12 PROPERTY CORNER IN RIVER, NOTHING SET
13 5/8" REBAR WITH YPC MARKED "TYE ENGINEERING"
14 SET 5/8" REBAR WITH 1-1/2" ALUMINUM CAP MARKED "TYE ENGINEERING"
15 3/8" IRON PIPE
16 5/8" REBAR, 1-1/2" ALUM. CAP MARKED "LS2253" (R3)
17 SEARCHED FOR, NOT FOUND
18 SEARCHED FOR, NOT FOUND
N
o
o
ao
CO
Ga 20889-
DESCHUTES COUNTY SURVEYOR
FILED..2. 202Z BY, Poll ►ns
2933 - Twomey Boundary-4-12-2022.dwg
RENEWS: 12/31/23
LEGEND
• FOUND MONUMENT AS NOTED
O SET 5/8" REBAR WITH 1-1/2" ALUMINUM CAP STAMPED
"TYE ENGINEERING."
(R1) OREGON WATER WONDERLAND UNIT 2,
BY RICHARD W. BURTON, PLS 00842, FILED 3/12/1970,
CS08674
(R2) BOUNDARY SURVEY-OREGON WATER WONDERLAND UNIT
2 BLOCK 31 LOT 66 , BY SCOTT C. FRESHWATERS,
PLS 02253, FILED 12/3/1996, CS12773
(R3) BOUNDARY SURVEY-OREGON WATER WONDERLAND UNIT
2 BLOCK 31 LOT 65 , BY DIRK DURYEE,
PLS 65694, FILED 5/5/2022, CS20804
(R4) BOUNDARY SURVEY -LOT 64, BLOCK 31, OREGON WATER
WONDERLAND UNIT 2, BY DIRK DURYEE,
PLS 65694, FILED 5/27/2022, CS20824
(Di) WARRANTY DEED, 2021-15417,
FILED 03/11/2021, DESCHUTES COUNTY OFF. RECORDS
(M) MEASURED
4)LOCATIONNUMBER
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO SET ALL MISSING PROPERTY
CORNERS FOR LOT 63 BLOCK 31 OF OREGON WATER WONDERLAND, UNIT
2 (R1) LOCATED IN SECTION 13, TOWNSHIP 20 SOUTH, RANGE 10 EAST,
OF THE WILLAMETTE MERIDIAN, DESCHUTES COUNTY OREGON.
FOR THIS SURVEY, WE USED OUR RECENT SURVEY IN CS20804 AS THE
BASIS OF THIS SURVEY. FOR THE NORTHERLY LINE MONUMENTS 8 AND
9 WERE HELD. FOR THE SOUTHERLY LINE ALONG THE RIGHT OF WAY OF
CRANE DRIVE WE HELD A 270.00 FOOT RADIUS CURVE BETWEEN
MONUMENT 1 AND MONUMENT 3 AND PROPORTIONED THE LENGTHS
ACCORDINGLY. TO ESTABLISH MONUMENT 14 AT THE SOUTHWESTERLY
CORNER THE RECORD 10.00 FEET WAS HELD AT A BEARING TANGENT TO
THE CURVE C3. MONUMENT 15 FOUND ACROSS BLUE HERON DRIVE FIT
WELL WITH A MONUMENT 14. ALL OTHER MONUMENTS FIT WELL WITH
THE RECORD PLAT (R1)
BASIS OF BEARING:
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 TOPCON HIPER 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.
MON. MONUMENT DESCRIPTION
1 1/2" REBAR, NO CAP
1/2" REBAR, NO CAP, UP 1.0', LOOSELY PLACED, BEARING S77'44'14"W
2 1.49' FROM PROPERTY CORNER, SET 5/8" REBAR WITH YPC MARKED "TYE
ENGINEERING" AT ACTUAL PROPERTY CORNER
3 5/8" REBAR, NO CAP
4 1/2" REBAR, NO CAP
5 5/8" REBAR, 1-1/2" ALUM. CAP MARKED "LS2253"
6 5/8" REBAR, 1-1/2" ALUM. CAP MARKED "LS2253"
7 PROPERTY CORNER IN RIVER, NOTHING SET
8 1/2" REBAR, NO CAP
9 1/2" REBAR, NO CAP
10 5/8" REBAR WITH YPC MARKED "TYE ENGINEERING"
11 PROPERTY CORNER IN RIVER, NOTHING SET
12 PROPERTY CORNER IN RIVER, NOTHING SET
13 5/8" REBAR WITH YPC MARKED "TYE ENGINEERING"
14 SET 5/8" REBAR WITH 1-1/2" ALUMINUM CAP MARKED "TYE ENGINEERING"
15 3/8" IRON PIPE
16 5/8" REBAR, 1-1/2" ALUM. CAP MARKED "LS2253" (R3)
17 SEARCHED FOR, NOT FOUND
18 SEARCHED FOR, NOT FOUND
N
o
o
ao
CO
Ga 20889-
DESCHUTES COUNTY SURVEYOR
FILED..2. 202Z BY, Poll ►ns
2933 - Twomey Boundary-4-12-2022.dwg
N
o
o
ao
CO
Ga 20889-
DESCHUTES COUNTY SURVEYOR
FILED..2. 202Z BY, Poll ►ns
2933 - Twomey Boundary-4-12-2022.dwg