HomeMy WebLinkAboutSurvey 20757LOTS 11 & 13, BLOCK 22, HIGHLAND ADDITION,
LOCATED IN THE SW 1/4 OF THE SE 1/4, SEC. 31, T,17S,, R12E,, WX)
CITY OF BEND, DESCHUTES COUNTY, ❑REG❑N
1002
DAVENPORT AVE (60' Row)
BASIS OF BEARINGS N 89°57'02" E 401.30' (M & R6) EAST 400.00 (R1)
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BLOCK 22
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15.00' ALLEY (15' ROW)
N 89°5552"
W 400.85' EAST
400
1010 53.10'
R6
101 1
1012 --4
50.10' M,R6
53.15
47.10'
M,R6
50.10' M,R6
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E. 50.00' (R1)
E. 50.00'
(R1)
E. 50.00' (R1)
E. 50.00'
(R1)
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Y N 50.10' 53.20' 47.10' 49.98'
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SW CORNER, LOT 8, BLOCK 24
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1013
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49.98'
1016 1017
N 89'55'27" W 400.31'
AVE. (80'
BLOCK 23
5 1 4
.'06"E 400.80' (R6)
1014
50.10' M,R6 50.10' M,R6
E. 50.00' (R1) E. 50.00' (R1)
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E. 50.00 (R1) E. 50.00 (R1)
49.98' 49.98'
EAST 400.00' (R1)
ROW`,
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15,00'
1003
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49.98'
RECORD
FOR Charles
Bryan &
11 F
� Edith
Melissa
FOUND MONUMENTS
SURVEY
Carlson (Lot 11)
Epping (Lot 13)
1001
FOUND
5/8"
IR
w/
YPC
"K&E EXC LS
2596", CS 19841
1002
FOUND
3/4"
IR,
NO
SET
RECORD
1003
FOUND
1 /2"
I R,
CS
07519
1004
FOUND
80D
NAIL UNDER
RR TIE, AS NOTED IN CS07519
1005
FOUND
5/8"
IR
w/
2" ALUM CAP "JTA
INC", CS 19202
1006
FOUND
5/8"
IR
w/
2" ALUM CAP "JTA
INC", CS 19202
1007
FOUND
3/4"
IRON PIPE,
CS 3/31 /1962, CS 07496
1008
FOUND
5/8"
IR
w/
OPC
"BECON", CS
20553
1009
FOUND
5/8"
IR
w/
OPC
"BECON", CS
20553
1010
FOUND
5/8"
IR
w/
OPC
"BECON", CS
20553
1011
FOUND
5 8"
IR
w
OPC
"BECON", CS
20553
o BLOCK 17
in
N-�� 1005
50.00' 53.12' (R5)
53.15'
�A 5.00' M & (R5)
100
W
U� LEGEND
YPC = YELLOW PLASTIC CAP
OPC = ORANGE PLASTIC CAP
IR = IRON ROD
1 �1 SI 1
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FOUND IRON
ROD, SEE
TABLE FOR DESCRIPTION
0
SET 5/8" x
30" IR w/
YPC "WARD LS 88575"
•
CALCULATED
POSITION,
NOTHING FOUND OR SET
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SURVEYORS NARRATIVE:
The purpose of this survey was to
re-establish the corners of those properties
described in instrument number 2015-13408 DC❑R
being lot 11 and instrument number 2021-36615
DCOR being lot 13, block 22, Highland Addition,
Bend, Oregon,
Monuments 1012, 1013, & 1014 were established by
single proportioning between points 1011 & 1004.
Monument 1015 was established by single
proportioning between points 1007 & 1012,
Monuments 1016 & 1017 were established by
single proportioning between points 1015 & the
calculated position of the SW corner of block
17. A 50' width was held for 13th street,
e,
SCES COUNTYop
FILEDZ I'8 zoZ2 :�
General Notes
SURVEYORS CERTIFICATE:
I, Clinton Stephen Ward, a
Registered Professional Land
Surveyor No. 88575 in the
State of Oregon, do hereby
certify that I have rude 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.
Monuments were held as
noted,
BASIS OF BEARING:
Was determined by measuring
between points 1002 and 1003,
being North 89°57'02' East,
Basis of Bearings Determined
By RTK (Real Time Kinematic>
Observation From an
IMAX-GNSS
Solution From the Oregon Real
Time GNSS (ORGN> Network,
COORDINATES USED FOR THIS
SURVEY ARE-
OCRS (Oregon Coordinate
Refernce System>
Bend -Redmond -Prineville Zone,
REFERENCES:
(R1> CS07436 PLAT OF HIGHLAND
BEND, OR. 1916, R.B. GOULD,
CIVIL ENG, 0632E, RECORDED
05/02/1916
(R2> CS07496 SURVEY BY JOHN
EATON, DATED 3/31/1962
(R3) CS19841 SURVEY BY JAMES
E, SWENSON, FILED 1/17/2019
(R4> CS07519 SURVEY BY
GEORGE
J. COOK, DATED 9/22/1965
(R5> CS19202 SURVEY BY JOHN
P. THOMPSON, FILED 10/6/2016
(R6) CS20553 SURVEY BY ERIK
J. HUFFMAN, FILED 7/06/2021
DEEDS:
2015-13408
2021-36615
No.
Revision/Issue
Date
Firm Name and Address
Ward Surveying, LLC
(541)480-1 106
clintsward@gmail.com
60626 Bozeman Trail
Bend, Or. 97702
Project Nome and Address
1334 NW Cumberland Ave.,
1354 NW Cumberland Ave
BEND OREGON
97703
f12/17/2021
Sheet
Cumberland-22
01
"=40'