HomeMy WebLinkAboutSurvey 20625LINE TABLE
LINE
LENGTH
DIRECTION
L1
42.33'
S21'34'51 "E
L1(D1)
SC
UTHEASTERLY
L2
44.35'
SOO'07'15"E
L2(R1)
44.84'
S00'08'39"E
L2(R3)
44.84'
NORTH
L3
45.16'
S00'08'51 "W
L3(Rl)
45.16'
S00'08'39"W
L4
79.33'
S89'42'08"W
L5
107.55'
N61'5736"E
L6
24.50'
S89'42'08"W
L6(D1)
24.50'
L7
20.00'
N61'57'36"E
L7(Dl)
20.00'
N62'00'E
L8
54.99'
SOO'00'55"W
L8(R1,R2)
54.99'
S00'08'39"W
L9
46.86'
S61'58'49"W
L9(Rl)
46.75'
N62'00'E
L9(R2)
46.75'
N62'00'E
L9(R3,R4)
46.75'
N62'00'E
L10
49.96'
S61'58'49"W
L1O(R1,R2)
50.00'
N62'00'E
L10(R4)
50.00'
N62'00'E
L10(R7)
50.12'
N61638'40"E
Lll
50.01'
S61'58'49"W
Ll1(R1,R2)
50.00'
N62'00'E
Ll 1(R4)
50.00'
N62'00'E
Ll 1(R8)
49.92'
N62'02'39"E
L12
50.04'
S61'58'49"W
L12(R1,R2)
50.00'
N62'00'E
L12(R8)
50.00'
N62'02'39"E
L13
49.95'
S61'5849"W
L13(R1,R2)
50.00'
N62'00'E
L13(R8)
50.00'
N62-02'39"E
L14
22.66'
N00'00'55"E
L14(Rl,R2)
22.65'
S00'0839"W
L14(R3)
22.65'
NORTH
L15
49.95'
S38'26'27"W
L15(R1,R2)
50.00'
S38'34'E
Ll5(R5)
49.98'
S38'34'00"E
L16
50.07'
S38'26'27"W
L16(R1,R2)
50.00'
S38034'E
L16(R5)
49.98'
S38'34'00"E
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
C1
110.00'
177.89"
56.82'
S55'57'04"W
108.26'
35'25'46"
C1(Rl)
110.00'
177.89'
35'26'
C1(R2}
110.00'
177.89'
35'26'
BOUNDARY SURVEY
FOR
PORTION OF LOT 24, BLOCK
PARK ADDITION
415 NW BROADWAY ST
BEND, OR 97701
R R
LOT 1,
/ / \
\
BLOCK 19,
PARK
ADDITION
/
LOT 2,
\ BLOCK 19,
PARK
Q
LOCATED IN THE SW 1 /4, OF SECTION 32, TOWNSHIP
17 SOUTH, RANGE 12 EAST, W.M.,
19, CITY OF BEND, DESCHUTES COUNTY, OREGON
/ \ ADDITION 1 /2 EBA '
YPC MARKED "SCE&S" Q
LOT 3, \ 1 0
\ BLOCK 19, lx
PARK
/ \ ADDITION 1 /2' REBAR \ m
/ LOT 4, NO CAP BENT
BLOCK 19, \ g J Z
\ PARK
\ ADDITION 5/8" REBAR \ 2
LOT 5, YPC MARKED 'SCE&S'
BLOCK 19, \ 9PARK
1 y511¢ y
\ ADDITION 5/8" REBAR \ • p� 55 <R ti1 y �,� J
\ YPC MARKED "SCE&S' �11j a6�01 A�
\ 10 � N61.5
O5/8" REBAR \ $� 3
YPC MARKED "DEJARNATT 1 / ,�� 7•a`fO� 20 19 LOT
Igo
\ Ls2208' 11 �',� �� °c9l�y `Rti �-�- PARK ADDITION
5/8' REBAR \ N2p6��46i �, • �r 22 -�
YPC MARKED DEJARNATT ,��j •pp�, w N
LS2208" 12 L �62 W.C. 15.00 5.00' ul •f% O
ti 21 \� _-- __ W.C. L4 _
65 $ 21 O N 89'42'08"E 103.83'
��6 6p� 6.40 103.86' (R1,R2)
6�'So .� 1� o PT. LOT 23,
�62 0.6 0, ' PT. LOT 23,1 BLOCK PARK19
166LOT 22, ' BLOCK 199 0
SCALE: 1"=40' BLOCK 19, •�� PARK t ADDITION
PARK c3:� ADDITION
j 00.
ADDITION N to N 5
+` O N
LOT 21, 5� E M. C?
BLOCK 19, 5 N
/ \ PARK \ \' N,74Od S5 v�i
ADDITION 13 N 84• w O
/ \ 41.69' N
0NO'08'39"W 41.64' tLo 3
\11--o G G 4. (Rl,R2 O rn
/ ,-' 00 LOT 201 �i p
`Qrn
' 00 / 000
BLOCK 19, \`GO P
PARK \ / Q N z V)
ADDITION GAO ^ O
14 LOT 19, v
4 ��( / BLOCK 18, cr
/ PARK 00
LOT 19 j ADDITION N N lco
/ BLOCK 19, \ 3 3
5/8" REBAR / PARK
YPC MARKEDBAXTER \ \ ADDITION \ LOT 1, ` M M
SURVEYING" / Kn18
BLOCK 18, � �
\ PARK , o o
oe
/ LOT 18, / ry,1 / \ ADDITION V)
BLOCK 19, PARK
�O \tis?6`• ��y ADDITION \ �y� po c LOT 2,
/� ��� �?S �? �cb��p• °' BLOCK PARK18'
o%5070 /,tij���v pp�`' ADDITION 1
17 ���� �'QS / "�� ��.^�°` / 5/8" REBAR
LOT 17, Spy 2�J �'y „�q� / \ YPC MARKED "BRYANT ^
BLOCK 19 \ \ N
\ PARK / LS920" o a;
\ ADDITION \ BLOCK 18, / LOT 18, rn
�'S S PARK BLOCK 18,
45�.�?6•s�� i ADDITION PARK 3 0
?s, �L S� 15 / \ ADDITION
,\ LOT 17, o vm
01' ��? S BLOCK 18, V) co
16 BLOCK 18, \ � LOT 4, PARKvo'
/ PARK \ ' ADDITION
ADDITION
5/8" REBAR \ _�
YPC MARKED LOT 5, 1 /2' PIPE
"BAXTER BLOCK 18, LOT 11 NO CAP
SURVEYING" PARK BLOCK 18,
ADDITION \ PARK
ADDITION
\ ALLEY
/
O
I
CITY MON. #111 �
1 /2" IRON PIPE
1 /16TH CORNER
S89'42'08"W
10.00,
GE IA AVE.
LEGEND
• FOUND MONUMENT AS NOTED
0 SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED
'TYE ENGINEERING.' UNLESS NOTED OTHERWISE
W.C.O SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED
"TYE ENGINEERING W.C.' AS A WITNESS CORNER
0 SET MAGNAIL AND 1" WASHER STAMPED "TYE ENG'
(R1) PARK ADDITION, BY ROBERT B. GOULD, PLS 00632,
FILED 5/4/1910, CS08722
(R2) MILL ADDITION AND DESCHUTES ADDITION, LAVA
ROAD ADDITION, AND PARTS OF PARK ADDITION
AND BEND TOWNSITE, BY ROBERT B. GOULD, PLS
00632, FILED 5/8/2005, CS16410
(R3) PARK ADDITION BLOCK 19 LOT 1, BY MICHAEL W.
TYE, PLS 01046, FILED 11 /13/1986, CS08768
(R4) PARK ADDITION BLOCK 19 LOT 3, BY MICHAEL W.
TYE, PLS 01046, FILED 3/20/1990, CS08770
(R5) LOT 17 BLOCK 19 PARK ADDITION TO BEND, BY JAMES D. PERRY,
PLS 02407, FILED 9/9/2020, CS20299
(R6) PARK ADDITION BLOCK 18 LOT 19 , BY RICHARD L. BRYANT,
PLS 00920, FILED 4/9/2003, CS15334
(R7) PARK ADDITION BLOCK 19 LOT 2, BY RUSSELL M. KARL JR.,
PLS 02257, FILED 8/2/2006, CS16984
(R8) PARK ADDITION BLOCK 19 LOT 5, BY GARY L. DEJARNATT,
PLS 02208, FILED 6/30/2015, CS18903
(D1) STATUTORY WARRANTY DEED
2021-15877
RECORDED: 3/12/2021
DES. CO. OFFICIAL RECORDS
LOCATION NUMBER
'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO SET ALL MISSING
CORNERS FOR THAT PROPERTY DESCRIBED IN DOCUMENT
2021-15877. SAID PROPERTY IS A PORTION OF LOT 24
OF BLOCK 19, PARK ADDITION TO BEND LOCATED SW 1 /4
OF SECTION 32, TOWNSHIP 17 SOUTH, RANGE 12 EAST,
OF THE WILLAMETTE MERIDIAN, DESCHUTES COUNTY
OREGON.
THE EAST LINE WAS ESTABLISHED BY HOLDING
MONUMENTS AT LOCATION 1 TO LOCATION 3 AND
LOCATION 3 TO LOCATION 7. THE MONUMENT FOUND AT
LOCATION 6 FIT WELL WITH LINE AND RECORD. FOR THE
SOUTHEAST CORNER AT LOCATION 4 THE RECORD
DISTANCE OF 45.16 FEET WAS HELD. FOR THE
SOUTHEAST CORNER OF LOT 23, THE RECORD DISTANCE
OF 54.99 FEET WAS HELD AT LOCATION 5.
FOR THE NORTH LINE OF THE 20 FOOT ALLEYWAY OF
BLOCK 19 WE FOUND NUMEROUS MONUMENTS AT
LOCATIONS 1, 8, 9, 10, 11, AND 12. THESE ALL FORMED
A GOOD LINE AND FIT WELL WITH RECORDS. THIS LINE
WAS OFFSET AT A PERPENDICULAR DISTANCE OF 20.00
FEET. THE INTERSECTION OF THIS LINE AND THE EAST
LINE ESTABLISHED LOCATION 2.
THE RECORD DISTANCE OF 127.55 FEET WAS HELD TO
ESTABLISH THE NW CORNER OF SAID LOT 24 AT
LOCATION 20 AND 20.00 FEET PER THE DEED WAS HELD
TO ESTABLISH THE NORTHWEST CORNER OF THE
SURVEYED PROPERTY AT LOCATION 19.
TO ESTABLISH THE SOUTHWEST CORNER OF LOT 23 AT
LOCATION 13 1 HELD RECORD PLAT DISTANCES OF 84.55
FEET FROM LOCATION 5 AND 112.78 FEET FROM
LOCATION 20. RECORD DISTANCE WAS HELD FROM
LOCATION 20 AT 31.33 FEET ALONG A LINE TO
LOCATION 13 TO ESTABLISH THE SOUTHWEST CORNER OF
LOT 24 SHOWN AT LOCATION 21. THE DEED DISTANCE
OF 24.50 FEET WAS HELD FROM LOCATION 21 ON A LINE
TO LOCATION 4.
WE LOOKED FOR ADJOINING CORNERS ON BLOCK 19 AND
THE CLOSET FOUND WERE ON LOT 17. THE CORNERS
CHECKED REASONABLY WELL WITH RECORD DISTANCES
AND BEARINGS.
BASIS OF BEARINGS AND CONTROL
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
COCS HORIZONTAL DATUM IS NAD83 (91) AND USES A
MOLODENKSY TRANSFORMATION. THE COCS VERTICAL DATUM
IS NGVD 29
S COU14TY SURVEYOR
1' D ° zO'z
REGI3 RED
P�-ES ZONAL
ID,SURVEYOR
V�iOREGON
May 12, 2010
DIRK P. DURYEE
RENEWS: 12/31 /21
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