HomeMy WebLinkAboutSurvey 20925RECORD OF SURVEY
MONUMENT AND CONTROL, RECOVERY AND RETRACEMENT SURVEY
FOR THE CITY OF BEND WILSON CORRIDOR IMPROVEMENT PROJECT
LOCATED IN THE NE1/4 AND SE1/4 OF SECTION 5 AND THE NW1/4 AND SW 1/4 OF SECTION 4,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
AUGUST 2022
NARRATIVE
THIS SURVEY WAS PERFORMED FOR THE ESTABLISHMENT OF SURVEY CONTROL POINTS AND PERPETUATION
OF RECOVERED BOUNDARY MONUMENT POSITIONS WITHIN THE PROJECT AREA THAT COULD BE DISTURBED OR
DESTROYED DURING FUTURE CONSTRUCTION ACTIVITIES PER OREGON REVISED STATUTES (ORS) 209.155 (1)(b)
FOR THE WILSON CORRIDOR IMPROVEMENT PROJECT.
BASED ON THE DIFFERING PLATS AS SHOWN WITHIN THE SURVEY, A CENTERLINE FOR SE WILSON AVENUE WAS
NEVER CREATED. THE QUARTER LINE BETWEEN THE NW1/4 AND SW1/4 WAS USED AS THE ORIGINAL PLAT
BOUNDARIES. THE CENTERLINE SHOWN HEREON IS A CONSTRUCTION CENTERLINE BASED ON BEING
EQUIDISTANCE FROM THE RESOLVED RIGHTS -OF -WAY. BECAUSE OF THIS, THERE IS A JOG IN THE CENTERLINE
AT THE CENTERLINE INTERSECTION OF SE 5TH STREET AND SE WILSON AVENUE
THE CENTERLINE AS SHOWN ON THIS SURVEY THE CENTERLINE OF SE WILSON AVENUE WEST OF SE 2ND
STREET WAS CALCULATED BY HOLDING MONUMENTS 1202 AND 1220 (PER CS 13514) AS THE CENTER SECTION
LINE BETWEEN THE NE1/4 AND SE1/4 OF SECTION 5. THE ODOT SURVEY 1A-22-18 DID NOT GIVE A DISTANCE
FROM THE CENTERLINE TO THE NORTHERLY RIGHT-OF-WAY AT THE EAST QUARTER CORNER OF SECTION 5
(MONUMENT 1202). USED THE COORDINATE VALUES SHOWN ON ODOT SURVEY 1A-22-18 AND CALCULATED THE
LOCATION OF THE CENTERLINE. FROM THERE I ROTATED THE CALCULATED LINEWORK PER ODOT SURVEY
1A-22-18 TO LINE BETWEEN MONUMENTS 1202 AND 1220. FOR A CHECK THE CENTERLINE OF HILL STREET PER CS
13514 WAS CALCULATED AS IT SHOWS ON SAID SURVEY TO INTERSECT THE CENTERLINE OF SE OLSON
AVENUE. I USED ODOT SURVEY 1A-22-18 TO CALCULATE THE NORTHERLY RIGHT-OF-WAY OF SE WILSON
AVENUE; RIGHT-OF-WAY BEING 65.00 FEET AT STATION 24+85.25 P.S.C. AND 60.00 FEET AT STATION 25+32.52
P.C.S.
THE CENTERLINE OF SE WILSON AVENUE EAST FROM THE CENTERLINE INTERSECTION OF SE 5TH STREET WAS
CALCULATED BASED ON THE ORIGINAL BOUNDARY OF CS 06434 CLEAR SKY ESTATES AS BEING THE QUARTER
LINE BETWEEN THE NW1/4 AND THE SW1/4 OF SECTION 4.
THE QUARTER LINE BETWEEN THE NW1/4 AND SW1/4 OF SECTION 4 WAS ESTABLISHED BY HOLDING MONUMENT
1202 AS THE WEST QUARTER CORNER OF SECTION 4 AND A LINE THAT IS 14.56 FEET FROM POINT OF
CURVATURE / TANGENCY OF LOT 2, BLOCK 82 PLAT OF BEND PARK PER CS 05388.
THE SOUTH RIGHT-OF-WAY OF SE WILSON AVENUE BETWEEN SE 5TH STREET WESTERLY TO MONUMENT 1200
WAS ESTABLISHED BY HOLDING MONUMENTS 1200, 1201 PER CS 13354 AND MONUMENT 1254 PER CS 17255. THE
RIGHT-OF-WAY WAS EXTENDED EASTERLY TO A POINT 60.00 FEET WEST OF MONUMENT 1252 PER CS 06364.
THE SOUTH RIGHT-OF-WAY OF SE WILSON EAST OF SE 5TH STREET TO THE WESTERLY RIGHT-OF-WAY OF SE
DOUGLAS STREET WAS ESTABLISHED BY HOLDING MONUMENT 1252 PER CS 06364 AND MONUMENT 1250 PER CS
06436.
THE SOUTH RIGHT-OF-WAY OF SE WILSON AVENUE EAST OF SE DOUGLAS STREET TO THE WESTERLY
RIGHT-OF-WAY OF SE 6TH STREET WAS ESTABLISHED BY HOLDING MONUMENTS 1214 AND 1216 PER CS 06436
AND EXTENDING SAID RNV EASTERLY A DISTANCE OF 51.64 FEET PER CS 06436.
THE NORTH RIGHT-OF-WAY OF SE WILSON AVENUE FROM SE 2ND STREET TO SE 5TH STREET WAS ESTABLISHED
PARALLEL WITH AND 60.00 FEET NORTH OF THE PREVIOUSLY ESTABLISHED SOUTH RIGHT-OF-WAY OF SE
WILSON AVENUE.
THE NORTH RIGHT-OF-WAY OF SE WILSON AVENUE BETWEEN THE EAST RIGHT-OF-WAY OF SE 5TH STREET AND
THE WEST RIGHT-OF-WAY OF SE 6TH STREET WAS ESTABLISHED BY HOLDING PLATTED BLOCK DIMENSIONS AND
ANGLES PER CS 05388 AND USING MONUMENTS 1260, 1261, AND 1218 AT THEIR RESPECTIVE CORNERS.
NO UNUSUAL CIRCUMSTANCES OCCURRED IN THE FIELD OR DURING THE PREPARATION OF THIS MAP OTHER
THAN STATED AND/OR SHOWN HEREON.
NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF THESE MONUMENTS RELATIVE TO ANY RECORD
PROPERTY LINES OTHER THAN THE LOCATION AT WHICH THEY WERE FOUND AND TIED PER THIS SURVEY.
RIGHT-OF-WAY DEDICATION REFERENCES
{1) DEDICATION DEED RECORDED AUGUST 22, 1978, IN BOOK 281 OF DEEDS, PAGE 201, DESCHUTES COUNTY
OFFICIAL RECORDS (DCOR)
(2) DEDICATION WARRANTY DEED RECORDED JUNE 02, 2005, INSTRUMENT NO. 2005-34186, DESCHUTES
COUNTY OFFICIAL RECORDS (DCOR)
(3) DEDICATION DEED RECORDED JUNE 13, 2017, INSTRUMENT NO. 2017-22745, DESCHUTES COUNTY
OFFICIAL RECORDS (DCOR)
DESCHUTES COUNTY SURVEYS
F, % OQ/zs/Z'oZZ-- my- Co 11 /-rr S
SURVEY REFERENCES
1. PLAT OF BEND PARK, GOULD, 1911 CS 05388 DCSR.
2. PLAT OF 2ND ADDITION TO BEND PARK, GOULD, 1913 CS 05642 DCSR.
3. PLAT OF CLEAR SKY ESTATES, GRAVES, 1977 CS 06434 DCSR.
4. RECORD OF SURVEY, BLAKELY, 2009 CS 17958 DCSR.
5. RECORD OF SURVEY, NEARY, 1994 CS 11839 DCSR.
6. RECORD OF SURVEY, EATON, 1959 CS 05652 DCSR.
7. RECORD OF SURVEY, MILLER, 2007 CS17255 DCSR.
8. RECORD OF SURVEY, GRAVE, 1984 CS 06436 DCSR.
9. RECORD OF SURVEY, TYE, 2009 CS17919 DCSR.
10. RECORD OF SURVEY, EATON, 1964 CS 05476 DCSR.
11. ODOT SURVEY, 1A-22-18
12. RECORD OF SURVEY, MANLEY, 1998 CS 13514 DCSR.
SHEET INDEX
SHEET 1:
NARRATIVE, RECORD REFERENCES
SHEET 2:
SHEET KEY, PRIMARY CONTROL NETWORK AND
NARRATIVE, DATUMS AND BASIS OF BEARINGS
SHEET 3:
WILSON AVENUE RESOLUTION FROM SE 2ND STREET
TO US HWY 97-BUSINESS (SE 3RD STREET)
SHEET 4:
WILSON AVENUE RESOLUTION FROM US HWY
97-BUSINESS (SE 3RD STREET) TO SE 5TH STREET
SHEET 5:
WILSON AVENUE RESOLUTION FROM SE 5TH STREET
TO SE 6TH STREET
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MARCH 9, 2021
CHRIS ROBINSON
96451
RENEWS: 12-31-2022 q'�tpy2
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c>n
20925=
RECORD OF SURVEY
MONUMENT AND CONTROL, RECOVERY AND RETRACEMENT SURVEY
FOR THE CITY OF BEND WILSON CORRIDOR IMPROVEMENT PROJECT
LOCATED IN THE NE1/4 AND SE1/4 OF SECTION 5 AND THE NW1/4 AND SW 1/4 OF SECTION 4,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
AUGUST 2022
— — — — — — — — — — — — — — — — — — — — — — — -- —
SEE SHEET 3 tSEE SHEET 4
L
LEGEND
®® PRIMARY SURVEY CONTROL, SEE PARAMETRIX
CONTROL TABLE ON THIS SHEET
, ® SECONDARY CONTROL, SEE PARAMETRIX
CONTROL TABLE ON THIS SHEET
DESCHUTES COUNTY SUANYOR
-M09Z32- Byss C- 0 11 1A S
YEW
— — — — — — — — — — — — — — — SEE — —SHEE— T 5 — — — — — —
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LANE
BASIS I ---- ---- W I
BEARINGS SOU coTH 85'03' 45" EAST
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TAFT AVENUE
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CONTROL DIAGRAM
PARAMETRIX CONTROL TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
100
380879.38
3294013.97
FOUND 3-1/2 INCH BRASS CAP STAMPED VERTICAL CONTROL, NATIONAL GEODETIC SURVEY, FLUSH, (OU)
101
380717.30
3294331.35
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX, FLUSH
102
380695.38
3296143.87
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX, FLUSH
103
380727.05
3295892.71
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX, FLUSH
104
380678.04
3294914.52
FOUND 1/2 INCH REBAR WITH ORANGE PLASTIC CAP STAMPED HWA CONTROL, FLUSH, (CS 18348)
105
380677.21
3295018.74
SET 5/8 INCH REBAR WITH RED PLASTIC CAP STAMPED PMX CONTROL, FLUSH
106
380724.14
3295238.17
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX, FLUSH
107
380673.50
3295453.90
SET 5/8 INCH REBAR WITH RED PLASTIC CAP STAMPED PMX CONTROL, FLUSH
108
380678.92
3295647.57
SET 5/8 INCH REBAR WITH RED PLASTIC CAP STAMPED PMX CONTROL, FLUSH
CONTROL NARRATIVE:
PRIMARY CONTROL POINTS 100-103 WERE ESTABLISHED BY A LEAST
SQUARES ADJUSTED STATIC GPS NETWORK, CONSTRAINED BY THE
OREGON REAL-TIME GPS NETWORK (ORGN) BEND MAINTENANCE
STATION (BNDM).
SECONDARY CONTROL POINTS SHOWN HEREON WERE ESTABLISHED
BY CONVENTIONAL OPEN-ENDED TRAVERSE BETWEEN SAID PRIMARY
CONTROL POINTS.
HORIZONTAL DATUM:
HORIZONTAL DATUM FOR THIS SURVEY IS NAD 1983(91).
PROJECTION IS THE CENTRAL OREGON COORDINATES SYSTEM (COCS),
INTERNATIONAL FEET.
VERIFICATION TIE TO CONTROL POINT #100. A 3-1/2 INCH BRASS
SURFACE MONUMENT STAMPED "VERTICAL CONTROL MARK -
NATIONAL GEODETIC SURVEY"
POINT #100
N: 380879.384
E: 3294013.971
BASIS OF BEARING:
THE BASIS OF BEARINGS FOR THIS SURVEY IS SOUTH 85°03'45" EAST
BETWEEN PARAMETRIX PRIMARY CONTROL POINTS 100 AND 102.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
d I •
OREGON
MARCH 9, 2021
CHRIS ROBINSON
96451
N RENEWS:12-31-2022
SCALE
200 0 100 200 400
(FEET)
1 INCH = 200 FEET
Cal
N
a
20925
EDESCHUTES COUNTY SURVEYOR
q Z3 ZoZ2 BY:
ml
IW
NW
LL
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ca
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M J TAX LOT 1 120 AD00700
J S 5010 SE 12 DICST 1
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1
101 S8924'19"W 1484.18'
19.12'
NTS
9+00
O+L 00
RECORD OF SURVEY
MONUMENT AND CONTROL, RECOVERY AND RETRACEMENT SURVEY
FOR THE CITY OF BEND WILSON CORRIDOR IMPROVEMENT PROJECT
LOCATED IN THE NE1/4 AND SE1/4 OF SECTION 5 AND THE NW1/4 AND SW 1/4 OF SECTION 4,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
AUGUST 2022
CURVE TABLE
CURVE NO.
LENGTH
RADIUS
DELTA
C10
31.42'
20.00'
90'01'09"
C11
70.67'
45.00'
89'58'51"
C12
47.11'
30.00'
89'58'51"
200.00' 4
120
I I
TAX LOT 1 1205DA00100
GA HC REIT II BEND OR
WILSON AVE ALF LLC
I 127 SE WILSON AVE
CS 17958 I
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132
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[60
30.25'
30.00'
9
TAX LOT 181204BC05900
RUSSENBERGER, MARCEL
210 SE WILSON AVE
6&
N
SCALE
40 0 20 40 80
(FEET)
1 INCH = 40 FEET
_--=SE3RD
Lu
0)0W
W 0�
So
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U)mDC.
LLI
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NO
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[80.00'(1)]
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- - - - [100.00' (1)]- - - -
40.00'
40.00'
[100.00' (1)]
I A=89'58'51 " 1207
L=70.67'
AX OT 1812046C0 600 R= D'
ChL=63 63'
S89'59'3ZI 0.91'
I
[A=90'01'09" 1
535 SE 3RD LLC I
1 535 SE 3RD ST ChD=N44'57'00"E
[L=70.69' Ili]
[228.88'i(1)(1J] GDEED 281-201 {11
S89'56'26"W 229.13' 1 A=89'58'51" coo
L=31.41' -
1/4 SECTION LINE R=20.00' N8T22'15"W 1301 54'
CA o ChL=28.28 w
[S89'18 46 E 1301.63 (2)]
12+00 WILSON AVENUE ChD=N44'57'00"E I 15+00 c
[L=31.42 (1)]
CENTERLINE OF WILSON AVENUEI-r S89'56'26"W
PER ODOT 1A-22-18 �-
w
O
(2)] 1 03 I S00'03'34"EE 1.00'
29.75' ;r��j 100.25'
[100.00' (2)]
S00.00'00"E 0.21'
MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
104
380678.04
3294914.52
14+19.96
25.34'
FOUND 1/2 INCH REBAR WITH ORANGE PLASTIC CAP STAMPED HWA CONTROL, FLUSH, (CS 18348)
105
380677.21
3295018.74
15+24.18
26.28'
SET 5/8 INCH REBAR WITH RED PLASTIC CAP STAMPED PMX CONTROL, FLUSH
1200
380672.26
3294363.90
8+69.33
30.54'
FOUND 5/8 INCH REBAR WITH NO CAP, DOWN 1.0% (CS 13354) HELD
1201
380672.50
3294563.95
10+69.39
30.52'
FOUND 5/8 INCH REBAR WITH NO CAP, DOWN 1.9", (CS 13354) HELD
1202
380733.10
3294650.39
11+55.89
-30.00'
FOUND SURFACE MON 3-1/4 INCH BRASS DISK DOWN 0.45', 1/4 CORNER (CS 05388)
1203
380673.28
3294624.20
11+29.63
29.79'
FOUND 2-1/2 INCH IRON PIPE, DOWN 0.85', (CS 11839)
1204
380672.59
3294774.43
12+79.86
30,64'
FOUND 1/2 INCH REBAR WITH CAP PUNCHED THROUGH, UP 0.1', (CS 05659)
1205
380672.18
3294724.44
12+29.88
31.00'
FOUND NAIL IN ASHPHALT, FLUSH, (OU)
1206
380733.15
3294723.28
12+28.78
-29.97'
FOUND 1/2 INCH REBAR WITH NO CAP, FLUSH, (OU)
1207
380778.33
3294923.57
14+29.11
-74.95'
FOUND 1/2 INCH REBAR WITH NO CAP, BENT EAST 0.1% TIED POE, DOWN 1.0% (OU)
1208
380612.78
3294924.96
14+30.34
90.60'
FOUND 5/8 INCH REBAR WITH NO CAP BENT 0.5' NORTHEAST, TIED POE, DOWN 0.4% (CS 11166)
1209
380501.68
3295004.71
15+09.96
201.79'
FOUND 5/8 INCH REBAR WITH YELLOW PLASTIC CAP STAMPED HWA, UP 0.2', (CS 19785)
1210
380501.70
3295016.67
15+21.93
201.78'
FOUND 5/8 INCH REBAR WITH YELLOW PLASTIC CAP STAMPED HWA, FLUSH, (CS 19785)
1211
380545.65
3295016.63
15+21.93
157.83'
FOUND 5/8 INCH REBAR WITH YELLOW PLASTIC CAP STAMPED HWA, FLUSH, (CS 19785)
1212
380545.76
3295004.70
15+10.01
157.71'
FOUND SCREW WITH WASHER, FLUSH, (CS 17255)
1220
380721.02
3293494.51
0+00.00
-19,12'
FOUND 5/8 INCH REBAR WITH NO CAP, FLUSH, (CS 13514)
1221
381029.28
3293491.60
-0+07.29
327.31'
FOUND 5/8 INCH REBAR WITH NO CAP, FLUSH, (CS 13514)
TAX LOT 181204CB00700
COX PROPERTIES HOLDING COMPANY LLC
205 SE WILSON AVE
I
I CS 11839
I
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I
� � I
I
I
- - - - - - - I- - - - - - -
0
S00'00'00"W 0.64' S89[300.00' 300.60' �- S89'S4'25"W 873.62' t05 ® -
1205 49.98 1204 r - -
[50.00 (2)]
TAX LOT 181204CB00600
JEM SEARCH HOLDINGS LLC
235 SE WILSON AVE
I
I
I
131 DOOOQ��
O Q��O
I
TAX LOT 181204CB00400
40.00'
JKC WILSON LLC
4 104
603 SE 3RD ST
I
CS 05652
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120
-81
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--------------------------
----- -----
I
AX LOT 181 04CB01 0
CORNERTONE VENTURES LLC
LEGEND
685 SE 3RD ST I
®®
PRIMARY SURVEY CONTROL, SEE PARAMETRIX
[XXXXI
RECORD DISTANCE AND OR BEARING
CONTROL TABLE ON SHEET 2 OF 5
Q®
SECONDARY CONTROL, SEE PARAMETRIX
(X)
SEE REFERENCED SURVEY
CONTROL TABLE ON SHEET 2 OF 5
o®
FOUND IRON PIPE, SEE FOUND MONUMENT
N
SEE REFERENCED DEED
TABLE ON THIS SHEET
�®
FOUND REBAR WITH NO CAP, SEE FOUND
(OU)
ORIGIN UNKNOWN REGISTERED
MONUMENT TABLE ON THIS SHEET
PROFESSIONAL
�®
FOUND REBAR WITH CAP, SEE FOUND
POE
POINT OF ENTRY LAND SURVEYOR
MONUMENT TABLE ON THIS SHEET
�xzm
FOUND MAG NAIL, SEE FOUND MONUMENT
NTS
NOT TO SCALE "
TABLE ON THIS SHEET
O
BLOCK NUMBER OREON
� ®
FOUND BRASS DISC, SEE FOUND MONUMENT
MARRCHCH 9,2021
TABLE ON THIS SHEET
CHRIS ROBINSON
B xm
FOUND R.R. SPIKE, SEE FOUND MONUMENT
96451
TABLE ON THIS SHEET
- -
- - R
RIGHT-OF-WAY LINE
RENEWS: 12-31-2022
q1
'14/4j'ZL
-------------
DEDICATED RIGHT-OF-WAY -
- ONE -SIXTEENTH SECTION LINE
- - - - - -
- UNRESOLVED LOT LINE -
CONTROLLING CENTERLINE OF RIGHT-OF-WAY
[80.00' (1)]
m
cn
2
0
n
to
0
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DEED 2005-34186 121
1 [A=89'58'51"
50,
I L=47.11' 211
I
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0
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TAX LO 181204C 00101
u
CANYON PARK PROPERTIES LLC
I
612 SE 3RD ST
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Cl
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N
I
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I
1222
IIE21
--
1
-- -- --
I
I I
I
I
CS ' 19785 I
I I
1209
121H
I I
1 I
I
RECORD OF SURVEY
MONUMENT AND CONTROL, RECOVERY AND RETRACEMENT SURVEY
ElTES COUNTY SURVEYOR FOR THE CITY OF BEND WILSON CORRIDOR IMPROVEMENT PROJECT
9 23 ��- By. � ��'nS LOCATED IN THE NE1/4 AND SE1/4 OF SECTION 5 AND THE NW1/4 AND SW 1/4 OF SECTION 4,
• TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
AUGUST 2022
TA) LOT 1 1 048CO7500
JUDGE, THOMAS R & JUANITA M
510 SE 3RD ST
I
I I
I I
I I
I i
I I
I I
i I
ITAX LOT 1812048CO7 6011
CITY OF BEND
( 530 SE 3RD ST
I I
0
0
DEED 2005-34186 121
S89'56'26'W
TAX LOT 181204CB0010
CANYON PARK PROPERTIES LLC
321 SE WILSON AVE
I
I
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I
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181204BC07600
CITY OF BEND
- I - S89'56'26W
106
� � V
ITAX LOT 1 1205DAOOI
160.00,�1),
/ � AVE ALF LLC
127 ° p�� SE WILSON AVE �V�
A=30'00'03' o ° A-/ V
L=172.79' OQ h Q
W R=330.00' ��� �`7% 4
W ChL=170 82' 4<v
N
SCALE
40 0 20 40 80
(FEET)
1 INCH = 40 FEET
ChD=S14'56'27'W 81 \ 4(/ / z "� 82
00• CS 05476 1
IN
M
O
0
z
30.00'
[60.01
ui
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LI
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b b
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W
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[A=90'00 00 I [4=90.00'00" - - - - - - - - - - -
L=31.42'(1)] l6p `��00• [A=119*59'44'
I � L=31.42'(1)] � � [A=60'00'16' � � p0, I LO 1 12048C08601
L=55.92 (1)] L=41.89'(1)] CRYSTAL RENTAL PROPERTIES LLC
I o 1 6 I 551 SE 5TH ST V[A=90*00'00"
TAX LOT 1 1 04 CO TAX LOT1 1 4 402 TAX L 1 1 4 3 ^ 1 04 08500
364 SE WILSON AVENUE LLC 30.00' REICHERT, FRANK M NELSON, RYAN P �� DENALL, THOMAS J & LINDA K I LOT 2 L=78.54'(1)]
30.00'
364 SE WILSON AVE% 560 SE 4TN 5T 569 SE EDGEWATER W G1 ?`�' 550 SE EDGEWATER LN
I- + WILSON AVENUE
S89'56'26'W 469.67'
18+00
S89'54'25'W 873.62'
S89'56'26"W 244.62'
[S89'55'56'W 244.60' (7)]
I I I
ITAX LOT 181204C 003 0 I
RI - BEND LLC
694 SE 3RD ST
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1 I I I
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Lo 0 14021 / S89'56'26iN 123.09' o m
S00'15'40'uU 0.44' N89'51'33'E 114.70' S00'03'34'E 0.28' 1 4 SECTION LINE cn • m
--[114.65' (1)] - `0 11 4 / - w [123.09 (10)] ' -CD
b =
o N8T22'15"W 1301.54' _ I-
[S89'18'46"E 1301.63' (2)] 21+00 N00'O''4 4'W z
CA
S89'56' 62�"W 220.31' - I -' �- + - I S89'5826"WT 289.69' - �- - - �' o
107 103 24+00
o ` o 24+50 �
CA
t 254 Q T T S89'56'26"W ® T T I
I I I 479.41' I
1 I I I 1 1 1 30.00'
I I I ITAX EOT 181204CB03800 I I
CS 17255 ( ( I I ( I BEND METRO PARK & RECREATION DISTRICT ( I W
I I I I 401 SE ROOSEVELT AVE I I o
0
I I I I I I I I I I O I
I I I I I I I I I c o
I
I
I
I
I
MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
103
380727.05
3295892.70
23+98.20
-22.66'
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX, FLUSH
106
380724.14
3295238.16
17+43.66
-20.43'
SET MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX, FLUSH
107
380673.50
3295453.89
19+59.33
30.43'
SET 5/8 INCH REBAR WITH RED PLASTIC CAP STAMPED PMX CONTROL, FLUSH
108
380678.92
3295647.57
21+53.01
25.21'
SET 5/8 INCH REBAR WITH RED PLASTIC CAP STAMPED PMX CONTROL, FLUSH
1213
380673.58
3295192.94
16+98.39
30.09'
FOUND 5/8 INCH REBAR WITH YELLOW PLASTIC CAP STAMPED TYE ENGINEERING, FLUSH, (CS 17255)
1254
380673.91
3295437.56
19+43.00
30.01'
FOUND 5/8 INCH REBAR WITH YELLOW PLASTIC CAP STAMPED TYE ENGINEERING, FLUSH, (CS 17255) HELD
1264
380733.81
3295598.75
21+04.26
-29.72'
FOUND RAIL ROAD SPIKE, (OU)
1265
380763.85
3295723.54
22+29.07
-59.64'
FOUND 80D NAIL, DOWN 0.3', (CS 05476)
14021
380733.53
3295484.05
j 19+89.56
-29.56'
FOUND 3/4' IRON PIPE BENT NORTHERLY TIED POE, (OU)
I I I
I I I
I I I
I I I
I I I
I I I
I I I
LEGEND
0
I I I I I
I I I I I
I G
I � p Qp I i
---L------ I ------- ------1---
®®
PRIMARY SURVEY CONTROL, SEE PARAMETRIX
[XXXXI
RECORD DISTANCE AND OR BEARING
CONTROL TABLE ON SHEET 2 OF 5
Q®
SECONDARY CONTROL, SEE PARAMETRIX
(X)
SEE REFERENCED SURVEY
CONTROL TABLE ON SHEET 2 OF 5
O®
FOUND IRON PIPE, SEE FOUND MONUMENT
{X)
SEE REFERENCED DEED
TABLE ON THIS SHEET
o®
FOUND REBAR WITH NO CAP, SEE FOUND
(OU)
ORIGIN UNKNOWN
MONUMENT TABLE ON THIS SHEET REGISTERED
FOUND REBAR WITH CAP, SEE FOUND POE POINT OF ENTRY PROFESSIONAL
O® MONUMENT TABLE ON THIS SHEET LAND SURVEYOR
xFOUND MAG NAIL, SEE FOUND MONUMENT O BLOCK NUMBER QL�
� TABLE ON THIS SHEET Ouv •
`9 ® FOUND BRASS DISK, SEE FOUND MONUMENT OREGON
TABLE ON THIS SHEET MARCH 9, 2021
B m FOUND R.R. SPIKE, SEE FOUND MONUMENT CHRIS ROBINSON
TABLE ON THIS SHEET 96451
RIGHT-OF-WAY LINE RENEWS: 12-31-2022 - - - - - - - - - - - - - DEDICATED RIGHT-OF-WAY - - - - ONE -SIXTEENTH SECTION LINE 4 l�I.0
- - - - - - - UNRESOLVED LOT LINE - CONTROLLING CENTERLINE OF RIGHT-OF-WAY
CURVE TABLE
CURVE NO.
LENGTH
RADIUS
DELTA
C5
7&54'
50.00'
90'00'00"
C6
41.89'
20.00'
119'59'44"
C7
55.92'
53.40'
60*00'16"
C8
31.42'
20.00'
90'00'00"
C9
31 A2'
20.00
90*00,00"
CS 2 0925
FDESCHUTES COUNTY SURVEYOR
F jL JMM O917,5 Zo ZZ By.. Co I(, fl .S
CS 17919
30.00' I 29,91'
0
[60 0071111
I
w
ul
U
T
c L b
� Z
z W
U I
[A=90'00'00'
�L=78.54'(1)]
I
I FF
I N00'03'341
14.45'
24+50
30.00'
c.
c.
i(n u
----- (100.00' (1)]
L=78.54'(1)]
TAX LOT 1812048DO1500
CAM HART PROPERTIES
LLC
554 SE 5TH ST [100.00'
S89'S6'20'E
24+64.12
- 5.00' M o
M
/ � u
25.00'
I1252
30.00'
F
CS 06436
---- (100.00' (1)]-
[A=90'00'00'
L=78.54'(1)]
TAX LOT 181 4 16011 .y
FEATHER RIVER LUC v
517 SE DOUGLAS ST
100.00'
S89'18'21'E 252.74'
N86'26'22'E 200.58'
9-97'08W 200.38' (
TAX LOT 1 1204CA 6900
WARKENTIN, BRADLEY R
501 SE WILSON AVE
w
w--
O
O O
�b
N 0
1253
75.08'
[75.00' (8)]
35.12'
[35.06' (8)]
125
32.56'
(32.61' (8)]
12
37.41'
fll26
69.83'
(70.00' (8)]
102
0
O ,\
1251 �,...�
53.02'
[53.05' (8)]
TAX LOT 181204CA05400
WARKENTIN, BRADLEY R
527 SE WILSON AVE
30.09'
30.00'
)]
lw
IW
o b
VJ
C. o
Z
'^
u,
Q
rJn
V
D
O
0
W
27+00
2.68' J
1250 12141
[30.00' (8)]
30.12 i 30.00'
W
00
w
u 0 C.
bC
CD
IBC
1218
I
1�
-------------I------
i
i
-- [100.00' (1)]-----
=90'00'00'
78.54'(1)]
TAX LOT 181204BDO2110
DEFORD
540 SE WILSON AVE
[100.00'
S8T56'20'E
----- [100.00' (1)] --
[A=90'00'00'
L=78.54'(1)]�
TAX LOT 1 12 4BD02100
DEFORD
570 SE WILSON AVE
(1)]
100.33'
1/4 SECTION LINE
WILSON AVENUE
• [N89817'33'W 200 00'2
1215 (8)]
52.32' - 95.97' -'
[52.38' (8)] CS 06436 (95.98' (8)]
1216
TAX LOT 181204CA05300 A 181204CA03800
ROGERS WARKENTIN
543 SE WILSON AVE 557 SE WILSON AVE
cg 2
cn b
CD
u
Ng�
MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
102
380695.38
3296143.87
26+64.07
21.09'
FOUND MAG NAIL WITH 1-1/2 INCH WASHER STAMPED PARAMETRIX, FLUSH
1214
380685.18
3296237.30
27+57,61
30.16'
FOUND 5/8 INCH REBAR NO CAP, FLUSH, (CS 06436) HELD
1215
380684.74
3296289.61
28+09.93
29.96'
FOUND BENT NAIL TIED POE, (CS 06436)
1216
380683.58
3296385.57
29+05.90
29.97'
FOUND BRASS SCREW, FLUSH, (CS 06436) HELD
1218
380932.14
3296233.87
27+51.19
-216.74'
FOUND 1/2 INCH REBAR WITH NO CAP, DOWN 0.8', (CS 05482)
1219
381007.38
3296433.95
29+50.35
-294.40'
FOUND 5/8 INCH REBAR WITH NO CAP, (OU)
1250
380686.18
3296177.18
26+97.49
29.89'
FOUND 5/8 INCH REBAR WITH NO CAP, UP 0.1', (CS 06436) HELD
1251
380682.68
3296124.27
26+44.63
34.03'
FOUND BRASS SCREW IN LEAD SLEEVE, BENT NORTHERLY, TIED POE, FLUSH, (CS 06436)
1252
380673.72
3295976.98
24+97.46
44.77'
FOUND 1/2 INCH REBAR WITH NO CAP, UP 0.2', (CS 06434) HELD
1253
380559.50
3295977.43
24+99.28
158.98'
FOUND BRASS SCREW IN LEAD SLEEVE, FLUSH, (CS 06436)
1255
380484.42
3295977.53
25+00.30
234.05'
FOUND BRASS SCREW IN LEAD SLEEVE, FLUSH, (CS 06436)
1256
380449.31
3295977.68
25+00.87
269.16'
FOUND 5/8 INCH REBAR WITH YELLOW PLASTIC CAP STAMPED LS 930, FLUSH, (CS 06436)
1257
380416.75
3295977.70
25+01.29
301.72'
FOUND BRASS SCREW IN LEAD SLEEVE, FLUSH, (CS 06436)
1258
380309.50
3295977.96
25+02.84
408.95'
FOUND 5/8 INCH REBAR WITH YELLOW PLASTIC CAP STAMPED LS 930, DOWN 0.2', (CS 06436)
1260
380857.21
3295974.02
24+92.28
-138.67'
FOUND 5/8 INCH REBAR WITH YELLOW PLASTIC CAP STAMPED SCE&S, DOWN 0.1', (CS 17919)
1261
380907.26
3295973.86
24+91.51
-188.72'
FOUND 5/8 INCH REBAR WITH YELLOW PLASTIC CAP STAMPED SCE&S, UP 0.1', (CS 17919)
1262
380379.34
3295977.89
25+01.93
339.12'
FOUND 5/8 INCH REBAR WITH YELLOW PLASTIC CAP STAMPED LS 930, DOWN 0.1', (CS 06436)
RECORD OF SURVEY
MONUMENT AND CONTROL, RECOVERY AND RETRACEMENT SURVEY
FOR THE CITY OF BEND WILSON CORRIDOR IMPROVEMENT PROJECT
LOCATED IN THE NE1/4 AND SE1/4 OF SECTION 5 AND THE NW1/4 AND SW 1/4 OF SECTION 4,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
AUGUST2022
W
40 0 S 20LE 40 80
85 (FEET)
1 INCH = 40 FEET
CURVE TABLE
CURVE NO.
LENGTH
RADIUS
DELTA
C1
78.76'
50.00'
90'14'56"
C2
78.32'
50.00'
89'45'04'
C3
78.76'
50.00'
90'14'56-
C4
78.32'
50.00'
1 89'45'04'
__+�00 S89'18'21"E
LEGEND
®®
PRIMARY SURVEY CONTROL, SEE PARAMETRIX
[XXXXI
RECORD DISTANCE AND OR BEARING
CONTROL TABLE ON SHEET 2 OF 5
Q®
SECONDARY CONTROL, SEE PARAMETRIX
(X)
SEE REFERENCED SURVEY
CONTROL TABLE ON SHEET 2 OF 5
�®
FOUND IRON PIPE, SEE FOUND MONUMENT
{X)
SEE REFERENCED DEED
TABLE ON THIS SHEET
�®
FOUND REBAR WITH NO CAP, SEE FOUND
(OU)
ORIGIN UNKNOWN
MONUMENT TABLE ON THIS SHEET
�®
FOUND REBAR WITH CAP, SEE FOUND
POE
POINT OF ENTRY
MONUMENT TABLE ON THIS SHEET
FOUND MAG NAIL, SEE FOUND MONUMENT
O
BLOCK NUMBER
®
TABLE ON THIS SHEET
- ®
FOUND BRASS SCREW, SEE FOUND MONUMENT
TABLE ON THIS SHEET
®
FOUND BRASS DISK, SEE FOUND MONUMENT
TABLE ON THIS SHEET
B
FOUND R.R. SPIKE, SEE FOUND MONUMENT
TABLE ON THIS SHEET
- -
- - RIGHT-OF-WAY LINE
- - - - - - - - - - - -
- DEDICATED RIGHT-OF-WAY -
-ONE-SIXTEENTH SECTION LINE
- - - - - -
- UNRESOLVED LOT LINE -
CONTROLLING CENTERLINE OF RIGHT-OF-WAY
REGISTERED
PROFESSIONAL
LAND SURVEYOR
s
OREGON
MARCH 9, 2021
CHRIS ROBINSON
96451 L,L
RENEWS:12-31-2022
20925 -