HomeMy WebLinkAboutSurvey 21013FOUND MONUMENT TABLE
'A' = 5/8" IRON ROD WITH YPC MARKED "REEVES LS 2677"
PER (R1) - HELD SE CORNER PARCEL 1, (R1)
'B' = 5/8" IRON ROD WITH 1 1 /2" ALUMINUM CAP STAMPED
"OREGON STATE PARKS" PER (R5) - HELD
'C' = 5/8" IRON ROD WITH YPC MARKED "REEVES LS 2677"
PER (R1) - HELD
`D' = 5/8" IRON ROD WITH 2" ALUMINUM CAP STAMPED
"DESCHUTES COUNTY ENGINEERING R/W LS2390" PER
(R3) - HELD
'E' = 5/8" IRON ROD WITH 2" ALUMINUM CAP STAMPED
is to
DESCHUTES COUNTY SURVEYOR
RLEpoi7oz.3 BY:cotUvts
'G' _ 1/2" IRON ROD WITH NO CAP NO RECORD PROPERTY LINE ADJUSTMENT
HELD FOR EAST -WEST POSITION NORTH 0.38'
'H' = 5/8" IRON ROD VARI YPC MMKED'SCES'
247-22-000490-LL,
247-22-000491-LL,
(AND
PER (R4) -HELD
CONSOLIDATION) LOT
3-8, BLOCK 70, VACATED ALLEY,
' i ALUMINUM C STAMPED 9H"DESCHUTES COUNTY
SURVEYORS OFFICE" PER OGRR#'
VACATED RIVERSIDE
AVE., AND
VACATED COOK AVE.,
LAIDLAW, LOCATED
IN THE SE
1/4 OF SECTION 31,
PED
J 5/8ESCHUlfS COUNTY SURVE" IRON ROD WITH 3 `YORS OIFFlCENUM CDRIVEN AP MINTO A
TOWNSHIP 16 SOUTH,
RANGE 12
EAST, W.M., DESCHUTES
1 1/2" IRON PIPE PER OCRR p110-HELD
r(liiNTY dNil d TPA( T
!1F T dNil r
nremFn TN TNF NF 1 /d
DtSCHU 1 t5 COUNTY ENGINEERING R/W LS2390 PER
V V V 1\ 1 1 � C11 \ L
Cl
1 lYCl V 1 V 1 iJf11 \ L L V V Cl 1 L L it � 1 111! 1\ L 1/ Z
(R3) - HELD
'", -$ ROD WITH YPC MARKED •scEs-
p R(R6)E�
OF SECTION
6,
TOWNSHIP 17 SOUTH, RANGE 12 EAST,
5/8" IRON ROD NTH 2" ALUMINUM CAP \F, "DESCHUTES
'L' = 5/8" IRON ROD WITH YPC MARKED "SCEs"
/ W.M.,
DESCHUTES COUNTY, OREGON
COUNTY ENGINEERING R/W LS2390PED PER
(R3) -HELD
PER (R6) -HELD
JANUARY 2023
161231D 'M' = 5/8" IRON ROD WITH ILLEGIBLE 1 1 /2" ALUMINUM
\ TL 2400 CAP " PER (R5) - HELD '
70'
BASIS OF BEARINGS (R 1)
� `
E p_ - C - N89'57'31 "E 421.66'(M,R4,R6)
93.21'(M,R4,R6) 70.00'{C,R6) 230.00'{C,R4,R6} 8.45'(C) A
S89'57'31 "W 13.94' TN89 57 31 E 328.45 (M,R1,R2,R4)
\ (M,R1,R2,R3,R4,R6) +
f
58.70' -1/__N0*05'02"W 80.00'(C,R4,R6)
161231D
K L TL 4500
\ S89`57',3 "W 126.53'(M,R6)
B
\ - - Aq
o
161231D TL 4600NO'05'02"W 71.30'(M,R6) N89'57'31 "E 53.93'�
Before: 0.38 Acres ( I (C,R4,R6)
r' ,
�o After: 0.50 Acres TRANSFER PARCEL 2 N21 24;18"E 53.72'(M)
V N21 2717E 53.74 R4,R6 (Volume 2022, Page 40971) 1 1 ( > '
• �i ♦ , 0.01 Acres TRANSFER PARCEL 3
\ (M,R4,R6) i 0.05 Acres 15.00, ' /
H N89'57 31 E 70.00 _ C 89 7 31 E 264.24 (M) 264.20 (R4,R6) ,
60' ♦ - - - - - - - ------------- -----� -- --
115.00'(C) ` 149.24'(C) 149.20'(R6) \ 16.12 ,( ) 161231D I N89'57'31 "E 152.04'(M) M 1 -� TL 4800
O \F.
SO'05'02"E 20.60'0 (M,R4,R6) NO'02'29"W 57.86'(M) SO'05, 02 E 50.00 (C,R6) / ^cb
\ _ 1 LOT 8 16 2 1D '
TL 44 D 9' 7' 1" 1 1. 1' C 6 ) Before: 0.58 Acres
TL 4400 � O � I S8 5 3 W 7 5 ( , R ) _ _
f After: 0.50 Acres
% TRANSFER PARCEL 1 I 247-22-000490
�� � �� I 0.08 Acres NEW LINE I I OLD LINE Volume 2022, Page 40965)
I ^�
„ N89'57 31 E 153.60 (M) I (247-22-000491
SCALE: 1 =40 -- ------ Volume 2022, Page 40979) �y�
� � , � BLOCK 70
TOWNSITE OF LAIDLAW I I \
U LOT 7 LOT 4 ,1�,�
N 1/4 CORNER SECTION 6 ` w
N89'52'24"W 814.65'(R3) N89'51'30"W 33.10'(M) N89'51'30"W 218.39'(C) LOT 6 '
- - N89'51'30"W - 814.65'(C) - M LOT 5 S89'53'30"E 218.39'(D1,R5)
_ S89'51'30"E 910.61'(M) NO'05'02"W 9.01'(M) NO'00'30"E 9.00'(D1) 15Q8.66'(C) i
iTL 302 6 S89'53'30"E 910.56'(R5) 1509.04'(R5)
------------------------ -----
Curve Table
Curve
Radius
Length
Chord
Bearing
Delta
C1(M,R6)
580.00
108.09
107.93
N31.40-03-W
10°4039"
C2(M,R6)
580.00
77.60
77.54
N40°5020"W
7°39'55"
C3(M,R6)
580.00
32.36
32.36
N24043'49"W
301149"
C4(M,R1,
R2,R3,R4)
580.00
185.68
184.88
N35.2W57"W
18.2V32'
C5(M)
580.00
102.17
102.04
N21-16-56"W
10.05'36"
C6(M)
580.00
45.18
45.17
N1802902"W
4°27'47"
CAM)
580.00
24.63
24.63
1.5455"IN
2026 W
N89 12 30 W 213.92 (M) r S21'24'18"W 12.27'(C)
N89' 14'30"W 213.93'(D1) S21'26'30"W 12.28'(D1)
I N89'51'30"W 2637.66'(M) TOTAL FROM MONUMENTS I TO J 17120g
S89'53'30"E 2637.99'(R5) TL 201 NE CORNER SECTION 6
Before: 0.05 Acres
t After: 0.00 Acres
17-12-06
TL 200
SURVEYOR'S CERTIFICATE:
I, Robin Michael Tye, a Registered Professional Land Surveyor No.
65719 in the State of Oregon, do hereby certify that I or those under
my direct supervision have made a survey of the lands shown on this
plat of survey and further certify that said lands were correctly
surveyed according to State Statutes and the Rules of Common Law.
SURVEYOR' S NARRATIVE:
The purpose of this survey was to first Consolidate all of the current Tax
Lot 16-12-31 D-TL4601 and 17-12-06-TL 201 per 247-22-000490-LL
and then adjust and monument the common line between Tax Lot
16-12-31D-TL4600 and said Tax Lot 16-12-31D-TL4601 per
247-22-000491-LL. The Basis of Bearings is a line between the
monuments found on the North line of Tax Lot 16-12-31D-TL 4500.The
line between monuments I and J being the North line of Section 6 was
held for the South line of Laidlaw. The East Right -of -Way line of 0. B.
Riley Road was determined by holding the record arc between monuments
E, K, and F and extended to the North line of Section 6 per the vacation
of Cook Ave. the tract of land in the NE 1/4 of Section 6 was determined
by monument M and deed elements. The East line of the subject property
was determined by holding a line from Monument B to the deed dimension
on the North line of Section 6. Control for this survey was based on Deeds
and referenced surveys hereon. All found monuments were held in their
found position for this survey. I then adjusted the common property line
between said properties as requested by our client. Monuments found
during the course of this survey are as shown on the subjoined survey
map. LEGEND
• - FOUND PER NOTED RECORD
O
= SET 5/8" IRON ROD
WITH YPC MARKED "SCE&S",
UNLESS NOTED OTHERWISE
(R1)
- PARTITION PLAT NO. 2014-5
-
BY BRIAN
REEVES (CS 18661)
(R2)
= PROPERTY LINE ADJUSTMENT
(AND
CONSOLIDATIONS) BY GREGORY HOPPER (CS
18150)
(R3)
= RE -ALIGNMENT OF OB RILEY
ROAD
RIGHT-OF-WAY BY MICHAEL
BERRY
(CS 14831)
(R4)
= PROPERTY LINE ADJUSTMENT
BY ROBIN TYE
(CS 20414)
Z623
(R5)
= RECORD OF SURVEY BY JOHN
REGISTERED
HOLLINGSWORTH (CS 02256)
PROFESSIONAL
(R6)
= PROPERTY LINE ADJUSTMENT
BY ROBIN TYE
LAND SURVEYOR
(CS 20752)
(D1)
= DOCUMENT NO. 2020-44448,
DESCHUTES
/4
COUNTY OFFICIAL RECORDS
OREG
YPC
- YELLOW PLASTIC CAP
JUNE 13, 2008
(M) =
MEASURED
ROBIN MICHAEL TYE
(C) =
CALCULATED
65719
RE N E WS:06/30/2024
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882
flak 2 1 01 3-
CLIENT: TODD
W.O. # 9058-04 PLATE ONE OF ONE