HomeMy WebLinkAboutSurvey 20797NARRATIVE
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE SOUTHERLY RIGHT OF WAY OF SIMPSON
AVENUE AS DESCRIBED IN RIGHT OF WAY DEDICATION DEED 2021-50665 (R8) PURSUANT TO ORS
209.155(2)(b). THE PROJECT DID NOT INCLUDE ANY CONSTRUCTION ALONG THE NORTH RIGHT OF
WAY OF SIMPSON AVENUE; AS SUCH THIS SURVEY DID NOT SEARCH FOR ANY MONUMENTS ALONG
THE NORTH RIGHT OF WAY.
THE BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS BASED ON CONTROL, RETRACEMENT,
AND MONUMENT RECOVERY SURVEY COUNTY SURVEY NUMBER 20476 (R7).
THE EAST LINE OF BARGAIN AND SALE DEED, VOLUME 383, PAGE 2759 WAS ESTABLISHED BY
HOLDING FOUND MONUMENTS 225 AND 226. THE WEST LINE OF BARGAIN AND SALE DEED, VOLUME
383, PAGE 2759 WAS ESTABLISHED BY HOLDING FOUND MONUMENTS 205 AND 227. RIGHT OF WAY
MONUMENTS (POINTS 403 AND 404) WERE SET AT THE INTERSECTION OF SAID EAST AND WEST
LINES. MONUMENT 205 WAS DESTROYED BY CONSTRUCTION, SEE (R7) FOR PARTICULARS.
THE WEST LINE OF PARCEL 1 OF PARTITION PLAT 2020-16 WAS ESTABLISHED BY HOLDING FOUND
MONUMENTS 220 AND 228. RIGHT OF WAY MONUMENT (POINT 400) WAS SET AT THE INTERSECTION
OF THE WEST LINE OF SAID PARCEL 1.
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RIGHT OF WAY MONUMENTATION SURVEY
LOCATED 1N THE SOUTH ONE-HALF OF THE NORTH ONE-HALF (S1/2 N1/2) OF SECTION 6,
TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON
MARCH 2O22
REFERENCES
( )R1 SURVEY OF SIMPSON ROAD BY W.C. KAUFFMAN, LS 1031; FILED JANUARY 30,1984,
DESCHUTES COUNTY SURVEY NO. 03743.
( )R2 SURVEY BY W.C. KAUFFMAN, LS 1031; FILED AUGUST 29,1989,
DESCHUTES COUNTY SURVEY NO. 03744.
( )R3 LOT LINE ADJUSTMENT 94-104 BY THOMAS E. BLUST, LS 2140; FILED SEPTEMBER 18, 1995,
DESCHUTES COUNTY SURVEY NO. 12307.
( )R4 BOUNDARY SURVEY BY JERRY C. POWELL, LS 1919; FILED AUGUST 22, 2008,
DESCHUTES COUNTY SURVEY NO. 17800.
( )R5 RECORD OF SURVEY BY DAVID R. WILLIAMS, LS 2686; FILED MARCH 4, 2013,
DESCHUTES COUNTY SURVEY NO. 18496.
( )R6 LAND PARTITION BY DANIEL T. BURTON, LS 2248; FILED APRIL 15, 2020,
- DESCHUTES COUNTY SURVEY NO. 20195.
( )R7 CONTROL, RETRACEMENT, AND MONUMENT RECOVERY SURVEY BY BRIAN C. COURSEN
LS86998; FILED MARCH 19, 2021, DESCHUTES COUNTY SURVEY NO. 20476.
( )R8 RIGHT OF WAY DEDICATION DEED, RECORDED SEPTEMBER 1, 2021
AS VOLUME 2021, PAGE 50665, DESCHUTES COUNTY OFFICIAL RECORDS.
S89031'37"E 1680.80' (R7)*
.. -- - ---CP#51 ' SIMPSON AVENUE
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CONTROL POINT TABLE
POINT #
NORTHING
EASTING
DESCRIPTION
50
381867.28
3285516.84
FOUND 5/81N IR W/GPC MARKED "DOWL CONTROL"
51
381803.82
3284886.27
FOUND PK & WASHER MARKED "DOWL CONTROL"
52
381835.17
3284221.42
FOUND 30MM COPPER DISC MARKED "DOWL CONTROL"
54
382056.89
3286801.42
FOUND 30MM COPPER DISC MARKED "DOWL CONTROL"
55
382022.67
1 3287254.81
1 FOUND 30MM COPPER DISC MARKED "DOWL CONTROL"
RIGHT OF WAY I
DEDCATION DEED (R8) x o
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2018-14246
RECOVERED MONUMENTS
POINT #
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
200
382034.62
3284180.41
30+01.01
198.62 LT
FD 5/81N IR W/ALC "DCPW", PER (R2)
201
381793.67
3284463.39
32+85.97
40.00' RT
FD 5/81N IR W/YPC "HWA", PER (R5)
202
381737.20
3284273.46
30+96.51
98.02 RT
FD 5/81N IR W/YPC "HWA", PER (R5)
205
381782.73
3285911.20
47+32.22
40.04 RT
DESTROYED BY CONSTRUCTION,
NOT REPLACED
212
381789.82
3286011.64
48+29.86
40.04 RT
FD 5/81N IR W/ALC "DCPW", PER (R2)
217
381976.08
3286996.92
58+38.79
40.00 RT
FD 5/81N IR W/ALC CAP ILLEGIBLE, PER (R1)
220
381976.22
3287015.34
58+57.15
39.92 RT
FD 5/81N IR W/YPC "SCE&S", PER (R6)
223
381944.44
3286721.06
55+51.50
39.99 RT
FD 5/81N IR W/ALC "DCPW", PER (R2)
224
381943.01
3286714.70
55+44.98
39.95 RT
FD 5/81N IR W/ALC "DCPW", PER (R2)
225
381926.82
3286645.40
54+73.82
40.12 RT
FD 5/81N IR W/ALC "DCPW", PER (R3)
226
381844.64
3286601.38
FD 5/81N IR W/ALC "DCPW", PER (R2)
227
381439.51
3285942.43
FD 5/81N IR W/ALC "DCPW", PER (R2)
228
381910.86
3287014.92
FD 1 /21 N IR, NO CAP
LEGEND
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P.C.
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FOUND MONUMENT AS NOTED IN RECOVERED MONUMENT TABLE
DOWL CONTROL POINT - SEE CONTROL POINT TABLE
SET RIGHT OF WAY CORNER AS SHOWN IN SET MONUMENT TABLE
CALCULATED POINT - NOTHING SET
DESCHUTES COUNTY PUBLIC WORKS
WITH YELLOW PLASTIC CAP
WITH ORANGE PLASTIC CAP
WITH GREEN PLASTIC CAP
WITH 2" ALUMINUM CAP, PER REFERENCED SURVEY
RIGHT-OF-WAY
RECORD DATA SAME AS MEASURED
POINT OF CURVATURE
POINT OF TANGENCY
POINT ON TANGENT
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CURVE TABLE
CURVE #
RADIUS
ARC
LENGTH
CENTRAL
ANGLE
CHORD
C1 (R7)*
1273.24'
299.77'
013029'23"
N83043'41"E 299.08'
C2 (R7)*
1273.24'
287.42'
012056'02"
N83027'02"E 286.81'
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BARGAIN AND SALE DEED
VOL. 383, PAGE 2759
227
0 205 TO 404
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S05011'54"E 9.98'
CENTER LINE _
SIMPSON AVENUE ^ �,
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202
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2018-14246
L1 225 TO 403
S28010'47"W 13.14'
L2 403 TO 226
S28°10'47"W 80.09'
SET MONUMENTS
POINT #
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
400
381966.14
3287015.30
58+57.08
50.00 RT
SET 5/8" IRON ROD W/YPC MARKED "DOWL"
401
381966.08
3286996.94
58+38.79
50.00 RT
SET 5/8" IRON ROD W/YPC MARKED "DOWL"
402
381934.65
3286723.19
55+51.37
50.00 RT
SET 5/8" IRON ROD W/YPC MARKED "DOWL"
403
381915.24
3286639.20
54+65.17
50.00 RT
SET 5/8" IRON ROD W/YPC MARKED "DOWL"
404
381772.79
3285912.11
47+32.78
50.00 RT
SET 5/8" IRON ROD W/YPC MARKED "DOWL"
405
381772.14
3285858.09
46+80.80
50.00 RT
SET 30MM COPPER DISC MARKED "DOWL IN TOP OF CURB
406
381783.87
3284437.34
32+60.00
50.00 RT
SET 5/8" IRON ROD W/OPC MARKED "DOWL REFERENCE MON"
407
1 381783.92
j 3284430.61
j 32+53.27
j 50.00 RT
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RIGHT OF WAY
DEDCATION DEED (R8)
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REGISTERED
PROFESSIONAL
LAND SURVEYOR
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OREGON
DECEMBER 11, 2012
BRIAN C. COURSEN
86998
RENEWS: 12/31/2023
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