HomeMy WebLinkAboutSurvey 21272LEGEND
FOUND PER NOTED RECORD.
0 = SET : 5/8" IRON -ROD'''
W/YPC .MARKED "SCE&S
UNLESS-' NOTED OTHERWISE
(P)- = "PARK. ADDITION TO. BEND" PLAT BY R. GOULD (CS08722)
(R1) = SURVEY BY DANIEL .BURTON (CS19607), FILED. 3/21 /201.8
(R2) = SURVEY- BY EDGAR. GRAVES (CS08743), FILED 7/09/1'982
(R3) = -SURVEY BY- JEFF KERN (CS08882), FILED 2/21 /1992
(R4) = SURVEY BY WALT MILLER (CS08734), FILED 7/12/1985
.(R5) = SURVEY -BY ROBERT..BAXTER (CS13112), FILED 11 /26./19.97
(R6)= SURVEY BY JOHN EATON (CS08735), DATE 4/30/1966
(D1) DEED 2018--49620, : DESCHUTES COUNTY OFFICIAL RECORDS
(C) . = - CALCULATED
(M) MEASURED
W/YPC=...WITH YELLOW : PLASTIC ' CAP .
SURVEYOR'S NARRATIVE.
THE PURPOSE OF. THIS . SURVEY WAS - MONUMENT A' THAT PORTION OF LOT 7,
BLOCK 6, "PARK ADDITION" AS -DESCRIBED IN DEED 2018--49620, DESCHUTES
...COUNTY OFFICIAL. RECORDS:
THE . BASIS OF BEARINGS FORTHIS SURVEY IS A LINE BETWEEN RECORD
MONUMENTS FOUND. -ON THE SOUTH LINE OF TUMALO. AVENUE, AT THE
NORTHERLY CORNER OF THE SUBJECT PROPERTY -AND NORTHERLY CORNER OF
: BLOCK 13, "PARK ADDITION', WITH THE BEARING TAKEN FROM THE' CS19607(R1).
THE MONUMENTS ' FOUND AS . SHOWN WERE .HELD. TO ESTABLISH PLAT BLOCK
LINES. FOR BLOCK - 6. WITH THE NORTH AND ' WEST LINES OF .THE SUBJECT
PROPERTY HELD AS SAID BLOCK LINES. THE SOUTH CORNER WAS SET AT PLAT
DISTANCE FROM .THE MONUMENT FOUND AT THE. SOUTHERLY CORNER OF LOT 6.
THE NORTH CORNER OF LOT 7 WAS DETERMINED BY INTERSECTING. THE
MONUMENTED. EAST LINE OF ADJACENT LOT 1 WITH THE NORTHERLY BLOCK
LINE.
FROM THESE DETERMINED LOT LINES, THE EXCEPTED PORTION OF LOT 7, PER
DEED CALLS, .WAS_,ESTABLISHED. AND THE DEED LINES MONUMENTED AS SHOWN.
MONUMENTS FOUND. AND SET DURING THE COURSE - OF THIS SURVEY ARE AS
SHOWN ON THE - SUBJOINED SURVEY MAP.
Z - Z.q -ZOZ4
SURVEYOR: S CERTIFICATE, REGISTERED
PROFESSIONAL
/ I; ROBIN M. -TYE, REGISTERED PROFESSIONAL . LAND SURVEYOR
/ LAND SURVEYOR : N0. 65719 IN THE STATE 17
OF OREGON, DO* HEREBY CERTIFY THAT I OR
THOSE UNDER - MY� DIRECT SUPERVISION HAVE
MADE A SURVEY OF THE LANDS SHOWN ON OREGON
THIS PLAT OF SURVEY AND FURTHER ,TUNE 13, 2008
CERTIFY THAT. SAID. LANDS WERE CORRECTLY ROBIN MICHAEL TYE
SURVEYED ACCORDING TO STATE STATUTES 65719
AND THE RULES OF . COMMON LAW. BENEws:06130i2024
DES
M SSURVEYOR
OEM E� R _ Q
o
.PREPARED BY: -.SUN .COUNTRY ENGINEERING" &..SURVEYING-'. INC:; 920 SE ARMOUR RD BEND-':: 'OR 97702 (541) 382--8882 CLIENT: JUDITH DUGAN W.O. # 8865-04 PLATE -ONE OF ONE
..RE-C-ORD- OF-- S
URVEY
PART. OF LOT 7,.-BL-OCK 6, ..PARK . ADDITION TO 'BEND
LOCATED -IN THE .
SW -1 4 :OE SECTION 32
3
TOWNSH-11? 17 SOUTH,'R-ANGE' 12 EAST V1l LL�� ��TTE M ER DI AN
3
CTY.I �E BENDDESCHUTES COUNTI OREGON
::EEBR.0 AR.Y, 2024
v
VEN
U
MALO' A
IS8126;E i o 1,13. 481'23'53"W .5r8" IRON ROD .::. --
'23 53 E 10 1.1�� 10.11'(C) 6 .. CAP GONE (R2) ....
(RI) (R2=R ,D) HELD. FOR R/W :.
BASIS 0lr o
�p Sp, �1'23'S3"E$4I (R1� HEED 60D .SPIKE FOUND
23&,$s► PER (R2),(R4)--IN POOR
cr . � `6+ apa S8123'$3"E CONDMON-RESET
... ... � .� tis� �2�, • �s�o a,� , . �$ t •2s � � s7.�� �s"{� ,�,,,,,,,,�,M, � � S81,26 •� . .
LOT' � sb '•� �,� f�2� �.' 5 w $'(P)
F -.... „,47 (If R1
co
'5/8* IRON ROD q' �A.9%�11p, p� S t..C1T� 7~
S.
00 .. W/YPC � MARKED 8:40'(P) v rO��J. SST �'s• '1 2"
SCE&S (R7)o ?JS �. Q.`�►,�-1 IRON PIPE
3fl HELD HUB & TACK ST�p �Q`�'�
IN FENCE POST T . ��. �"� W 'NO RECORD
� - BLOCK HELD
CORNER
1 PER (R6 HELD �� BLO C ER
,Q�w
<G► .
`�
00
_ 5/8 IRON ROD: W/YPC
MARKED -PLS 2111'' +
:.. .. -- R4:HELD AS..EAST., EAs�r. Ss SsT, s,... LOT' . � � :..�'
(. ). CORNER T ,� �
o LOTS .-1.' & 2 ^
�i
o ..LOT 2
Z LOT 5 f� ��4
�T
% "ate`
31e. IRON PIPE
��
NO CAP (R6).,,�.. s
" BOLT AND NAIL HELD AS S
HEUS LD- EC01 LOT CORNERLU �'�+, n�
PLAT POSMON
LOT' 3 5/8". IRON ROD/ � �� c� �
: � r,.�..... (CAP GONE t \� 1/2" IRON ROD �},
NO RECORD '!
N51 30 39"W HELD FOR R/W / HELI) FOR .R/W
11.09' M,R1,R5
C ) FOUND &HELD 1N CS 908'I
:... LOB : 4 ...... PK NAIL WITH HER...
; �
MARKED "LS 2041"
. Z. .
Carve Table.
Curve.
Radius.
Length
Chord
BeoCing
Delta
C1(M,R1)
540.00
46.93
46.92
N44'0454"E
4'5847"
C1(P)
546-00
45.90
w
C2(M,R1)
540.00
.8.92
8.92
N4T02'41 "E
0'56'48"
C2(R5)
540.00
10.05
10.05
N46 56'27"E
01'63'59"
C3(M,R7)
600.00.
.163.36
162.86
'N49*06'19"E
15636"00"
C4(M)
5.40.00
.27.17
-27:17.
N40'09'02"E
' 2'52'58"
C4(P)
540.00
27.17
.-
--
-�
C5(M)
.600.00
27.24
27:24
N40'00' 16"E
2'36'06"
CS 21272_