HomeMy WebLinkAboutSurvey 20930RECORD OF SURVEY
-PROPERTY LINE ADJUSTMENT -
BETWEEN LOTS 9 AND 10 AND PARTS OF LOTS 7, 8, AND 11, BLOCK 3, MILL ADDITION
LOCATED IN THE SE 1/4 OF SECTION 31 AND THE SW QUARTER OF SECTION 32,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND, DESCHUTES COUNTY, OREGON
SURVEYOR'S NARRATIVE: PLANNING FILE NO. PLPLA2022-0063 AND PLPLA20220064 `
--- -- -- -- -- -- --
THE PURPOSE OF THIS SURVEY WAS TO MONUMENT PROPERTY LINE � - -- -- -S89'50'28"E 77.27-'(M-)
ADJUSTMENTS BETWEEN TRACTS IN LOTS 7, 8, 9, 10 AND 11, BLOCK , , ��oo nn
3, MILL ADDITION, SAID LOTS DESCRIBED IN DOCUMENT NO. , EAST 76.68'(R4) ®4�� COUNTY vet r' 11-fir
2022-19783 AND 2022-19770, DESCHUTES COUNTY OFFICIAL 1/2" , IRON ROD 5/8" IRON ROD
RECORDS, AND AS APPROVED IN CITY PLANNING FILES PLPLA20220063 I " W/YPC MARKED ( I NO CAP FILED Z a22 BY: �
AND PLPLA20220064, AND PER OUR CLIENT'S DIRECTION. SCE&S PER (R4) (R4) \�? /T
HELD i I HELD FOR R/W ►M
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE SOUTH LINE OF U
THE ALLEY IN BLOCK 3, WITH THE BEARING TAKEN FROM SAID PLAT. + I
3 OF THE 4 RECORD MONUMENTS FOUND ON THE WESTERLY RIGHT OF
WAY LINE OF RIVERSIDE BOULEVARD WERE HELD, AS THEY FIT RECORD Curve Table
PLAT RADIUS, AND HELD TO ESTABLISH THE NORTHERLY PART OF THE
EASTERLY LINE OF THE SUBJECT PROPERTIES. THE SOUTHERLY PART
OF THE EASTERLY LINE WAS ESTABLISHED PER ADJOINER DEED,
DOCUMENT NO. 2019-43161.
THE NORTH, SOUTH AND WEST LINES WERE HELD AS ESTABLISHED IN
CS19576, FROM RECORD MONUMENTS FOUND AND SET IN THAT
SURVEY.
THE ADJUSTED LINES WERE THEN MONUMENTED AS SHOWN.
MONUMENTS SET OR FOUND DURING THE COURSE OF THIS SURVEY
ARE AS SHOWN ON THE SUBJOINED SURVEY MAP.
I I I
' �---- -- -- -- -- -- -- LEGEND
�o I 1/2" IRON ROD = FOUND PER NOTED RECORD
o CAP GONE (R4)
WEST 0.75' FROM R/W �CO? 0 = SET 5/8" IRON ROD WITH YELLOW PLASTIC
0
CAP MARKED "SCE&S"
3 (R1) = MILL ADDITION BY R. GOULD (CS08248)
z, I \
(R2) = SURVEY BY JOHN EATON (CS08253)
SURVEYORS CERTIFICATE: Z i
I, DANIEL T. BURTON, REGISTERED PROFESSIONAL LAND SURVEYOR G - -- -- ^- -- -- R3 = SURVEY BY ROB TYE CS19576
NO. 2248 IN THE STATE OF OREGON, DO HEREBY CERTIFY THAT I I I ( ) ( )
OR THOSE UNDER MY DIRECT SUPERVISION HAVE MADE A SURVEY , 1/2" IRON PIPE MONUMENT=5/8" IRON ROD W/YPC
OF THE LANDS SHOWN ON THIS PLAT OF SURVEY AND FURTHER , i I NO RECORD ` MARKED "SCE&S"
CERTIFY THAT SAID LANDS WERE CORRECTLY SURVEYED ACCORDING I I FOUND IN (R4)
TO STATE STATUTES AND THE RULES OF COMMON LAW.
HELD FOR R/W � (R4) = SURVEY BY ROB KARL (CS08270)
LOT 3 LOT 4 LOT 5 I LOT 6
NE CORNER (D1) = DOCUMENT NO. 2019-43161
LOT 7, BLOCK 3
OCTONAL
EAST 95.371(M)(R1) L_ 12.00' _ /2AGRON ROD , YPC= NTH YELLOW PLASTIC CAP
NO RECORD C CALCULATED M = MEASURED
BASIS OF 8 E A R I N G S HELD ( } _ ( }
EAST 257.93' (R1) EAST 259.07'(R3) 259.00'(M)
ALLEY
EAST 95.35'(M)(R3) _ EAST _163.65'(M)
-- -- -- - -- -- I I I -I 15.00' 1 _--
-5-0.00-- - I - -- 63.6-5-'0
NWCORNERJ
40.00'
%W HELD
R3D
wHELD BOLT , EL1
I ,
�/ W/ NO CAP PER (R2) 1
L1� , REPLACED WITH SET I I / I R
' I I I '►- 11 I z�NZ
ww�� z o II =oO1 aa EAST TRACI TO
o o
J \
oI I I w N I� w N AREA BEFORE: 3571 SQ. FT.
00 z Q I �I z Q �I AREA AFTER: 4183 SQ. FT.
a
a MID TRACT ( DOCUMENT NO.
O N I I I a a 2022-35173, EXHIBIT A
LOT 1 1
I vl AREA BEFORE: 4441 SQ. FT.
Iry I I 1 WEST TRACT N AREA AFTER: 5512 SQ. FT. I I t CA
o LOT 13 LOT 12 u-' 1 AREA BEFORE: 7195 SQ. FT. o DOCUMENT NO. N \
N I I I AREA AFTER: 5512 SQ. FT. 2022-35177, EXHIBIT B o
1 DOCUMENT NO. w WEST 71.56'
I w l 2022-35177, EXHIBIT A M Pi'
' W ' I I M LOT 10 0 LOT 9 "' 1'� LOT 8 I 00 LOT 7
LOT
o oI o '
HELD 3/4" IRON PIPE 1 z ' o
i \
i W/ NO CAP PER (R2) I Z' I Z 10'
�_
0 D�419�4 161 ` SCALE.' 1 20
1: I 0 20
z 1�, SEPTEMBER 2022
I f- 20.00'V) REGISTERED
I I I I !10
o I \
SW CORNER I I I I I PROFESSIONAL
LOT 11, BLOCK 3 , L55 LAND SURVEYOR
50.00' 1j 50.00' �- -- --�
IN90'00'00"W 95.18'(M)(R3) 1 WEST 105.57'(M)
OREGON
JANUARY 15, 1987
HELD 3/4" IRON PIPE DANIEL T. BURTON
30.00' W/ NO CAP PER (R2) 2248
McCANN AVENUE I RENEWS 12/31/23
PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD
Curve
Radius
Length
Chord
Bearing
Delta
Cl(M)
1480.00
56.84
56.83
S13'33'57'E
2°12'01"
C2(M)
1480.00
48.78
48.78
S11-31'1T'E
1°53'18"
C3(M)
1480.00
37.18
37.17
S9'51'27'E
1 °2621"
C3(R4)
1480.00
35.89
-
-
-
C4(M)
1480.00
37.99
37.99
S8°24'10 E
1*28'14"
C4(R4)
1480.00
38.05
37.8
SS8°13'00 E
-
BEND, OR 97702 (541) 382-8882 — WEB: suncountry.engineering
CLIENT: INLINE
W.O. # 9753-04
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CS 20930