HomeMy WebLinkAboutSurvey 20632a
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102 - 101
S Sp°43'47" E 236.04,
&V 790 53�05,,
6" �/ 213•
IN 79.3,18n w213 73JI
1001�/213 73I
'102
OSHD CENTERLINE
SPIRAL CURVE DATA
366+60.32 - 370+60.32
L = 400'
S = 2°00'
a = 0.25
BOUNDARY SURVEY OF THAT PROPERTY DESCRIBED IN DEED NO. 2020-095681
SITUATE IN THE NW 1/4 OF SECTION 10, TWP. 15 S., RANGE 12 E, WILLAMETTE MERIDIAN,
BEING TAX LOT 01700 OF DESCHUTES COUNTY ASSESSOR'S MAP 15-12-10
TAX LOT 01701,
INTERNATIONAL INSIGHT
MEDITATION
CENTER
OF OREGON
o 0 0� DESCHUTES COUNTY, UKLUUN NARRATIVE
S 88045, 37„ E cap o '�
22.56' rn o THE PURPOSE OF THIS SURVEY WAS TO FIND OR SET THE MONUMENTS THAT DEFINE
THE BOUNDARIES OF THE PARCEL DESCRIBED IN DEED 2020-9568. 1 BEGAN THIS
W to SURVEY BY SEARCHING FOR ALL MONUMENTS AND THEN LAYING OUT AND
o COORDINATING CONTROL USING A CHC 180 GPS NETWORK ROVER. THE MONUMENTS
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(BOTH TIED &SET) WERE LOCATED WITH A GEOMAX ZOOM 80 ROBOTIC TOTAL STATION.
171
N77o2900_ 101 h� CIS SOME FINDINGS OF NOTE ARE THAT SURVEY CS 00785 CALLS THE SET MONUMENTS 5/8"
11" w 1 I ��I IRON RODS WHILE 1/2 ID IRON PIPES WERE FOUND IN THE FIELD. ALSO, THE PIPE (NO.
S 78°52, 60.12' O 2 20or �26 DES. ILCHUTES COUNTY SURVEYOR 101) FOUND IN THE FIELD IS OVER 22 FT. FROM THE PLAT RECORD LOCATION AND IS 3.5
llS 78o5 2 82 E 182 30� O FT. WEST OF THE EXISTING BARBED WIRE FENCE RAILROAD TIE CORNER POST. NO
�} SURVEY RECORD WAS FOUND FOR THE PIPE AT THE SOUTHWEST CORNER OF TAX LOT
x IS 78°3020" E 18z 1,31 F D 12 Z� BY: Y 01700, HOWEVER IT FIT VERY WELL AND WAS ACCEPTED. I HELD ALL FOUND
1001 _ 100 2 13 j V N so MONUMENTS AS CONTROLLING EXCEPT THE PIPE THAT IS 22 FT. OUT OF POSITION AS IT
7 07'42,� VV
IS HARD TO IMAGINE ANY SCENARIO THAT WOULD CAUSE A BLUNDER OF THAT
x c� lsS 760
M 75 07'33„�3� 82.52, MAGNITUDE. 1 SET THE NW CORNER MONUMENT AND THE SE CORNER MONUMENTS IN
46095 'S7 3 �61 JJ THE SURVEY CS 00785 RECORD POSITIONS FROM MONUMENTS 102 & 104, ALLOWING
+ J FOR MINOR VARIATIONS IN THE PLAT RECORD VS. GROUND MEASUREMENTS. THE
O BASIS OF BEARINGS IS THE EAST LINE OF THE SUBJECT PROPERTY PER MY GPS
x M NETWORK ROVER MEASURED OCRS, BEND-REDMOND-PRINEVILLE MEASURED BEARING.
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SITE ADDRESS:
805 NW 95TH ST.
REDMOND, OR 97756
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81400 SQ FT M/L
0.19 ACRE MIL
AREA OF OWNERSHIP
CONFUSION
PART OF TAX LOT 01701
OSHD CENTERLINE ►�o�O ll 77 3728.
SIMPLE CURVE DATA 39� �I/
370+60.32 - 374+49.71 ° 1573°1�4 9��F 66.82
DELTA 3053'48" V F 116 �0.71
RADIUS 5729.58' a
LENGTH 389.39'
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OSHD CENTERLINE
SPIRAL CURVE DATA
374+49.71 - 378+49.71 (NOT SHOWN)
L = 400'
S = 2°00'
a = 0.25
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TAX LOT 01700, VENN
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DEED NO. 2020-09568
SITE ADDRESS:
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903 NW 95TH ST.
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REDMOND, OR 97756
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N 8905333" W 665.08'
ffN 89°5328" W 664.9571 w
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S 8905333" E 665.14' z
IfS 89°5328" E 665.0071
IS 89°31'59" E 665.007
REFERENCE DOCUMENTS
WARRANTY DEED FROM ODOT FILE NO. 28955,
J.A. STRUSS TO THE STATE OF OREGON BY AND
THROUGH ITS STATE HIGHWAY COMMISION, AND ALSO
FILED IN RIGHT OF WAY FILE RW21210 RECORDED
MAY 23, 1960 IN VOL. 125 PAGE 33 DEED RECORDS
\ DESCHUTES COUNTY OFFICIAL RECORDS DEED NO.
\ 2020-09568 - MORRELL TO VENN
OSHD LOCATED LINE MAP MCKENZIE HWY, DRAWING
NO. 813-11-9 DATED JANUARY 1958
MINOR LAND PARTITION, MP-80-37, CS 00785
MONUMENT TABLE
100) 0.1' UP, 0.8' NORTH OF WIRE FENCE
101) 0.1' DOWN IN WIRE FENCE LINE, 3.5'
WEST OF FENCE CORNER
102) 0.7' UP IN STONE CIRCLE, 1' NORTH
OF WIRE FENCE
103) 1' SOUTH OF FENCE CORNER POST
104) 0.1' DOWN
105) 0.1-DOWN IN STONE CIRCLE
106) 0.3' UP IN STONE CIRCLE
107) 0.7' UP
501) 0.1' DOWN IN NORTH -SOUTH FENCE LINE
1.2' N. OF THE N. FACE OF A RR TIE FENCE CORNER
POST
500) SET AN ORANGE PLASTIC CAP (OPC) ATOP A #5X24"
REBAR, TOP IS UP 0.8' IN A ROCK MOUND
1001) SET AN OPC ATOP A #5X24" REBAR 0.1' DOWN, 3' SOUTH
OF WIRE FENCE
LEGEND
O SET AN ORANGE PLASTIC CAP MARKED WITH LS2253
ATOP A #5X24" REBAR
FOUND A #6 (3/4) DIAMETER SMOOTH BAR AS
QQ REFERENCED ON THE ODOT LOCATED LINE MAP
813-11-9 DATED JANUARY 1958
® FOUND A 1/2" INSIDE DIAMETER IRON PIPE
SET DURING CS00785
FWG FLUSH WITH GROUND
XXXX DATA AS MEASURED DURING
THIS SURVEY
ff.)00gl PARTITION PLAT MP-80-37 (CS 00785)
DATA ROTATED BASED UPON
THE OCRS MEASURED
BEARING FOR THE EAST LINE OF
PARCEL B
[XXXX] ORIGINAL PARTITION PLAT MP-80-37
(CS00785) DATA
{XXXX} DATA FROM PARTITION 1993-61,
CS11646 BY F. AST
REGISTERED
PROFESSIONAL
LAND SURVEYOR
SCOTT C. FRESHWATERS
JANUARY 15, 1987
2253
RENEWS 12/31/2021
FRESHWATERS SURVEYING, INC.
SCOTT C. FRESHWATERS, PLS
P.O. BOX 4524
SUNRIVER, OR 97707
541.593.1792 OFFICE
OCTOBER 8, 2021
CLIENT: ELIZABETH VENN
#10830A
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CS 20632-