HomeMy WebLinkAboutSurvey 20562M N�
00
o rl
o�
.:*1
z�
00
wi
U
w
w
U I
¢
jl
F-
of
w
0
z
> I
w
I
z
¢
J
w
w I
z
w
0
0
af
�
a
0
U
TRACT
"B"
13
u')o
d-
ao
OLD WOOD ROAD
0 "' g r-
w
S00'03'36"E 60.03'
o 04
z M
14
mz
= w
Iz
0 }
� _ I Of
w w
� Q-
U
o
w �Lo
Q O�
z ►�
> �rn
I oo{
w �w
O I
z
0
0
0 11
DETAIL "B"
NOT TO SCALE
ENLARGED FOR CLARITY
N 1/4 CORNER
SECTION 20
4 13 1 2 1 1
-TRADER LANE
-
1 2 3
-KODIAK LANE
p�VER -�--- i
� AN _
JI PORTION OF TAX LOT 104
NOT A PART I
I'
4
co
fh
5 6 7 8 8 7 6 5
oc� 1 S� ACES 00
N
P1 0
12 11 10 9 9 10 11 12
S89'1533"E 1326.84' (R7,R8) 1 I
N89'45'W (R4)
N89'57'19"E 1326.21' (R1) S89'30'W (R4)
N89'53'59"E 1326.12' 17 16 S89'4957"E
20 21 457.42'
o�
w O� ry
Z v O
TRACT "A" Ld
a_ ^�
o �C M J
5.65 AC BEFORE �� co
44.47 AC AFTER
0
z
-BEAR PAW LANE -1 LOG CABIN LANE
13 14 15 16 16 15 14 13 NEW PROPERTY LINE t .__j
EAST 1238.59' / O
w / %
LOT 1-BLK 1 LOT 1-BLK 2 If
OF b�
04
coo CD cO�O
MOCKINGBIRD LANE N� I
LOT 1-BLK 3 LOT 1-BLK 4 N N 22 0129" E
UD 384.15, (R1)
w S21 '55'49"W
� J t
LOT 2-BLK 3 LOT 2-BLK 4 0 CD 384.00' I
'.00� R=2342.01' 10
p o
LOT 1 DIPPE
BLK 5
LOT 2-BLK 5
TRUMPE
LOT 1-BLK 7
LOT 2-BLK 7
Q
O
GOLD CREST o
f I
wj
LOT 1-BLK 9 J
R
LANE
LOT 1-BLK 6
LOT 2-BLK 6
TER LANE
LOT 1-BLK 8
LOT 2
BLK 8
LANE
LOT 1-BLK 10
o CD L=398.70'
z
coo 0-9'45' 14" '
co CH=S13'58'48"W
CH L=398.21'
(R1) R=2342.01' %
0=09'44'49", L=398.42'
9 � J
IJ �
S05'54 33» W
384.22' 1
N05'57'41 "E j
384.15' (R1)
3 8 I
LOT 2-BLK
9
W
1
,-.
� oNo
j
J
R,
I p,NDE��
ACRE-`�
00
I
q
n
°D
00
TRACT
"B"
0
rq- �;:
118.87 AC
BEFORE
3:2
80.05 AC
AFTER
,
LOT 1
LOT 2
LOT 1
LOT 2
r
BLK 11
BLK 11
+ BLK 12
BLK 12
o C)
0
I Z
13
ono
�
OLD
WOOD ROAD
SEE
-
-
DETAIL "B"
L
S00'03'36"E
60.03'
S00'31'42"W 748.76' (R2)
. j
p
LOT 2
LOT 1
14
0
Lo
Lo N
Z
BLK 14
BLK 14
LOT 2
LOT 1
� `J"
o
BLK 13
BLK 13
n 00
N
0N
��
an
cfl co
w�
Z
n�
W N N
(V
N
0 0
cn o d)
V)
S SOv�N
4(
PORE
o 0 0
� ANDEvER�
LOT 2
LOT 1
BLK 16
BLK 16
GRIM
M
0oo
LOT 2 LOT 1 15 j
BLK 15 BLK 15
100.00'
, ROAD ^�
LOT 3
LOT 1
BLK 17
BLK 17
LOT 4
LOT 2
BLK 17
BLK 17
LFI ROAD
C7 u- n
�
j
c6
00
00
0
0
N04'49'11 "E j
199.37'
N04'52'06"E
199.36' (R1)
S 1/4 CORNER N89'55'24"W (R3) 7
SECTION 20 LOT 1 BLK 20 LOT 1 BLK 19 S89'39'W, (R4) 6
S89'45 36 E (R1) 100'
'_N89'47'44"W 701.91' 1
676.83' 150' J
4 5
SEE DETAIL "A"
- . 7
20 21
29 28
SCALE: 1 "=300'
0 150' 300' 600'
SCALE: 1 " = 300'
PROPERTY LINE ADJUSTMENT
DESCHUTES COUNTY FILE NO.
247-21-000195-LL
BELVERON REAL ESTATE PARTNERS, LLC
LOCATED IN THEE 1 /2 E 1 /2 OF SECTION 20, AND IN THE
NW 1/4 NW 1/4 OF SECTION 21, TOWNSHIP 20 SOUTH,
RANGE 11 EAST, W.M., DESCHUTES COUNTY, OREGON
S89'30'W 40.00 CHAINS (R4)
S89'49'57"E 2634.65'
16 S89'30'W 40.00 CHAINS (R4) 16 15
2177.23' S89'55'51 "E 2645.65' 41,
21 21 22
16
17
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO ADJUST THE PROPERTY LINE BETWEEN THOSE 2 PARCELS OF LAND DESCRIBED AS LEGAL LOT OF RECORD 1 AND LEGAL LOT OF RECORD 2 PER DESCHUTES
i COUNTY LOT OF RECORD DETERMINATION 247-17-000924-LR. BOTH PARCELS ARE A PORTION OF THAT TRACT OF LAND CONVEYED TO BELVERON REAL ESTATE PARTNERS, LLC, RECORDED FEBRUARY
25, 2008 IN BOOK 2008, PAGE 08368, DESCHUTES COUNTY OFFICIAL RECORDS.
LEGAL LOT OF RECORD 1 IS THAT PORTION OF THE EAST ONE-HALF OF THE EAST ONE-HALF OF SECTION 20 LYING WEST OF THE BURLINGTON NORTHERN-SANTA FE RAILROAD FEE RIGHT OF WAY.
LEGAL LOT OF RECORD 2 IS THAT PORTION OF THE NORTHWEST ONE -QUARTER OF THE NORTHWEST ONE -QUARTER OF SECTION 21 LYING WEST OF THE BURLINGTON NORTHERN-SANTE FE RAILROAD
FEE RIGHT OF WAY. Ill (OT14
GEORGE COLVIN PREPARED A CADASTRAL SURVEY (R1) IN WHICH HE SET SEVERAL CORNERS AND BURLINGTON NORTHERN RAILROAD RIGHT OF WAY MONUMENTS IN AND AROUND TH SUBJECT
PROPERTY. COLVIN NOTES ESTABLISHMENT OF THE RAILROAD RIGHT-OF-WAY WAS DETERMINED BY USING DATA OBTAINED FROM THE BURLINGTON NORTHERN RAILROAD "AS -BUILT". WE CONTACTED THE
BURLINGTON NORTHERN SANTA FE RAILROAD AND OBTAINED A COPY OF THE "AS -BUILT" DRAWING REFERENCED AS (R9). WE ALSO FOUND AND HELD MON. NO. 2 AT THEE CORNER PER OCRR
0508, MON. NO. 3 AT THE CE 1/16TH CORNER PER OCRR 0531 AND MON. NO. 4 AT THE E 1/16TH CORNER PER OCRR 0528. WE ALSO HELD THE FOUND MONUMENT NO. 15 WHICH FELL ALONG THE
I LINE BETWEEN MONUMENTS NO. 3 AND NO. 4. WE DID NOT HOLD MONUMENTS NO. 13 AND 14 FOUND AT THE EAST END OF OLD WOOD ROAD AT THE NORTH AND SOUTH RIGHT OF WAY LINES. THESE
FELL WEST OF THE LINE BETWEEN MONUMENTS NO. 3 AND NO. 4. WE ARE SHOWING THE BEARINGS AND DISTANCES BETWEEN MONUMENTS 3, 13, 14 AND 15 FOR REFERENCE ONLY. ALONG THE RIGHT
OF WAYS OF OLD WOOD ROAD PER (R2) COVLIN FURTHER FILED CORNER MONUMENTATION RECORDS IN CSO4911, CSO4912 & CSO4913 (R5) FOR THE RAILROAD MONUMENTS. THESE MONUMENTS NO. 5
THROUGH NO. 12 FOUND ALONG THE RAILROAD RIGHT OF WAY FIT WELL WITH COLVINS SURVEY (R1) AND THE BNSF RAILROAD "AS -BUILT" MAP AND WERE HELD AS SHOWN. WE ARE SHOWING THE
CHORD DIMENSIONS FOR SPIRALS BETWEEN MON. NO. 8 AND 9, BETWEEN MON. NO. 10 AND 11 AND MON. NO. 6 AND 7, AS COLVIN DID IN HIS SURVEY. WE HELD THE RECORD RADIUS FOR THE CURVE
BETWEEN MON NO. 9 AND 10 PER (R1). WE FOUND AND HELD MON. NO. 1 AT THE SECTION CORNER COMMON TO SECTIONS 16, 17, 20 AND 21 A BRASS CAP SET BY OMAN IN OCRR 504.
l
THE EAST LINES OF PINE RIVER ESTATES (R7), VANDEVERT ACRES (R2) AND VANDEVERT ACRES SOUTH (R6) APPEAR TO COINICIDE WITH THE EAST LINE OF THE SUBJECT PROPERTY. THE BEARING
ALONG THE EAST LINE OF PINE RIVER ESTATES VARIES FROM OTHER SURVEYS DUE TO THE BASIS OF BEARING USED IN (R7) AND (R8).
-; WE ARE SHOWING THE BEARINGS AND DISTACNCE BETWEEN MONUMENTS, 3, 13, 14 AND 15. WE DID NOT HOLD MONUMENTS 13 AND 14 AS THEY FELL WEST OF THE LINE BETW
TO ESTABLISH THE NORTHEAST CORNER OF LEGAL LOT OF RECORD 2, WE SEARCHED FOR THE ORIGINAL STONES AT THE ONE -QUARTER CORNER COMMON TO SECTIONS 16 AND 21 AND THE SECTION
CORNER COMMON TO SECTIONS 15, 16, 21 AND 22 PER 1869 SURVEY BY THOMPSON PENGRA. AT THE ONE -QUARTER CORNER COMMON TO SECTIONS 16 AND 21 WE FOUND AND HELD A FOUND 3 1/2--
BRASS CAP SET BY THE SHEVLIN HIXON COMPANY IN 1929, MONUMENT NO. 16. AT THE SECTION CORNER COMMON TO SECTIONS 15, 16, 21 AND 22 WE FOUND THE ORIGINAL 15"x12"x7" STONE SET BY
THOMPSON PENGRA IN 1869 LYING NEXT TO A BENT 3 1/2" BRASS CAP SET BY THE SHEVLIN HIXON COMPANY IN 1929, MONUMENT NO. 17. WE HELD THE SPIN POINT OF THE BRASS CAP FOR THE
SECTION CORNER. WE DID NOT FIND A RECORDED SURVEY FOR THE SHELLIN HIXON COMPANY MONUMENTS. WE SET THE NORTHEAST CORNER OF LEGAL LOT OF RECORD 2 AT THE INTERSECTION OF THE
SECTION LINE AND THE WESTERLY RAILROAD RIGHT OF WAY.
BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM COORDINATE SYSTEM (COCS). CPS CALIBRATIONS WERE MADE FROM THE ORGN BASE STATIONS
(INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL, AND MDRS) WITH TOPCON HIPER CPS. THE CALIBRATION TIES MULTIPLE COCS POINTS USING PUBLISHED COORDINATES. THE COCS HORIZONTAL
DATUM IS NAD83 (91) AND USES A MOLODENKSY TRANSFORMATION. THE COCS VERTICAL DATUM IS NGVD 29.
LEGEND
• FOUND MONUMENT AS NOTED, SEE MONUMENT TABLE
0 SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "TYE ENGINEERING"
(R1) FOUND MONUMENT SET BY GEORGE COLVIN, PLS 1020,
CADASTRAL SURVEY, FILED 01 /21 /1985, CSO4418,
CERTIFIED RECORD OF LAND CORNER MONUMENTATION
RECORDS FILED 11/7/1984, CSO4911, CSO4912 & CSO4913
(R2) VANDEVERT ACRES BY RICHARD BRYANT, PLS 920,
FILED 9/9/1977, CS10302
(R3) SURVEY BY EDGAR GRAVES, PLS 980, FILED
5/10/1973, CSO4524
(R4) GOVERNMENT LAND OFFICE SUBDIVISION OF T21 S, R11 E, W.M.,
BY DAVID P. THOMPSON UNDER CONTRACT NO. 131, DATED
JUNE 8, 1869.
(R5) CORNER MONUMENTATION RECORDS BY GEORGE COLVIN, PLS
1020, FILED 11-7-1984, CSO4911, CSO4912 & CSO4913
(R6) VANDEVERT ACRES SOUTH BY RICHARD GRAUE, PLS 930,
FILED 9-25-1978, CS10304
(R7) PINE RIVER ESTATES BY DAVID BASCUE, PLS 783, FILED
12-17-1976, CS08890
(R8) SURVEY BY DAVID BASCUE, PLS 783, FILED 11-12-1976,
CSO4523
(R9) BNSF RAILWAY RIGHT OF WAY AND TRACK MAP M.P. 0 TO
M.P. 22, FORMERLY GN RY, REVISED 8/04/2016
MONUMENT TABLE
OSECTION
CORNER - FOUND 2-1/2" BRASS CAP PER OCRR 504, SET BY RAYMOND OMAN
OE 1 /16TH CORNER - FOUND 2-1/2- BRASS CAP, OCRR 508 PER (R1)
3�
CE 1 /16TH CORNER - FOUND 2-1/2- BRASS CAP, OCRR 531 PER (R1)
O4
E 1 /16TH CORNER - FOUND 2-1/2" BRASS CAP, OCRR 528 PER (R1)
OFOUND
2-1/2" BRASS CAP STAMPED "BNRR STA 437+28.2, 75' R/W, LS 1020, 1984" PER (R1,R5),
N89'56'51"W 25.11 FROM PROPERTY CORNER MONUMENT NO. 6
OFOUND
2-1/2" BRASS CAP STAMPED "BNRR STA 437+28.2, 50' R/W, LS 1020, 1984" PER (R1,R5)
OFOUND
2-1/2" BRASS CAP STAMPED "BNRR STA 435+27.7, LS 1020, 1984" PER (R1,R5)
O8
FOUND 2-1/2" ALUMINUM CAP STAMPED "BNRR STA 410+23.6, LS 1020, 1984" PER (R1,R5)
OFOUND
2-1/2" ALUMINUM CAP STAMPED "BNRR STA 406+43.6, LS 1020, 1984" PER (R1,R5)
10
FOUND 2-1/2" ALUMINUM CAP STAMPED "BNRR STA 402+54.9, LS 1020, 1984" PER (R1,R5)
SFOUND
2-1/2" ALUMINUM CAP STAMPED "BNRR STA 398+74.9, LS 1020, 1984" PER (R1,R5)
12
FOUND 2-1/2" BRASS CAP STAMPED "BNRR STA 379+88.3, LS 1020, 1984" PER (R1,R5)
13
FOUND 5/8" IRON ROD, NO CAP PER (R2) NOT HELD, SEE DETAIL "B"
14
FOUND 5/8" IRON ROD, NO CAP PER (R2) NOT HELD, SEE DETAIL "B"
15
SE 1 /16TH CORNER - FOUND 5/8" IRON ROD, NO CAP PER (R3)
16
1/4 CORNER BETWEEN SECTIONS 16 & 21, FOUND 3 1 /2" BRASS CAP STAMPED SHEVLIN HIXON CO.
1929, REMOVAL PROHIBITED 1/4 SEC 16 & 21, HELD
SECTION CORNER COMMON TO SECTIONS 15, 16, 21 & 22, FOUND ORIGINAL 15%12"x7" STONE
17
LYING NEXT TO A 3 1 /2" BRASS CAP STAMPED SHEVLIN HIXON CO. 1929, REMOVAL PROHIBITED
SEC 15, 16, 21 & 22, BENT, SHOT AND HELD AT THE SPIN POINT.
A SPIRAL CURVE BEGINNING
TRACT "B" AT STA 435+27.7, ENDING AT
456+45.0 IS SHOWN ON MAPS
PROVIDED BY BNRR (R9), THIS o
SPIRAL WAS NOT RECREATED <r
Ax
MONUMENT NO. 6 w FOR THIS SURVEY, WE HELD j 0
/l� FOUND 2-1/2" BRASS CAP THE BEARING AND DISTANCE
STAMPED "BNRR STA 437+28.2, 50' :1-BETWEEN MONUMENTS N0. 6 a
R/W, LS1020, 1984" PER (R1,R5) z AND N0. 7 AS SET IN (R1)
w
50.00'
SEC. 20 N89'4744"W o
SEC. 29 z
z
MONUMENT NO. 5 75' o
0
FOUND 2-1/2" BRASS CAP z
STAMPED "BNRR STA 437+28.2, Of
75' R/W LS1020, 1984" PER m
(135), SHOWN FOR REFERENCE
ONLY, BEARS S89'56'51 "W 25.11'
FROM MONUMENT NO. 6, DOES I
NOT FALL ON THE SOUTH LINE
OF THE SUBJECT PROPERTY DETAIL "A"
SCALE: 1 "=20'
NEW DEED REFERENCES:
NEW DEEDS FOR PROPERTY LINE ADJUSTMENT,
247-21-000195-LL HAVE BEEN RECORDED JULY 8, 2021,
IN BOOK 2021, PAGE 40731 AND BOOK 2021, PAGE 40732,
DESCHUTES COUNTY OFFICIAL RECORDS.
DESCHUTES COUNTY SURVEYOR
FILED -4 IwIZO&l gy 1ru
N
2o5s2
: "o