HomeMy WebLinkAboutSurvey 19838SEE SHEET 2 1145 STA. P.T.
N62?s� 674+53.80
RECORD OF SURVEY�y � � � DEED OF3009�i'
'� DEDICATION 00' N 1148
CONTROL, RECOVERY AND RETRACEMENT SURVEY �� (°-3) / ,' / (yF�O� 32s�
9
FOR THE DESCHUTES COUNTY ROAD DEPARTMENT ��� �le' /' - INSET —A
OLD
OLD BEND-REDMOND HIGHWAY AND S.W. HELMHOLTZ WAY INTERSECTION o r' /r 1041 - / / I
/ (SCALE: 1 INCH - 50 FEET) I
LOCATED IN THE SOUTHWEST QUARTER (SW 1/4) OF SECTION 31, �00, ;' ,� CENTERLINE ROAD BASED ON /'� 1032
TOWNSHIP 15 SOUTH, RANGE 13 EAST, AND IN THE SOUTHEAST QUARTER (SE 1/4) OF SECTION 36,�� LINDSEY SURVEYS (B)(c)(D) /
TOWNSHIP 15 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN 185+00 �o o '' SEE DETAIL 2-A
DESCHUTES COUNTY, OREGON `�'
MON
SHEET 2 0%/ / ,o
JAN UARY 2019 /
INC / 1171 AlfHELD FOR STA. 185+37.40 END OF ORIGINAL 1927 WHITTED `v) %ti /
CHANGES MADE PER AFFIDAVIT OF RIGHT-OF-WAY LINE BASED ON c� / / MARKET ROAD ALIGNMENT
LEGEND 4 1 s27 DESCHUTES couNiY
CORRECTION IN VOL• WHTRED MARKET ROAD } /oo►.VIZ." //
., ALIGNMENT (R2)€II€JI
® FOUND 5/8 IRON ROD WITH YELLOW PLASTIC CAP ��M _
(SEE FOUND MONUMENT TABLE ON SHEET 4) pAGE A&o l Or ICIAL RECORDS / HELMHOLTZ
1OLTZ AY CALCULATED END S.W.
/ HELMHOLTZ WAY ALIGNMENT = STA
690+73.42 S. CANAL BLVD. (OLD
NC CAP TAX
TAX LOT: 15-13-31-00-00301 r BEND-REDMOND HIGHWAY) ALIGNMENT
® SOEE FOUND MONUMDENTOTABLE ON SHEET 4 �A- - + 7 ' / h
( ) JDI E$ C;(,)U NTI UR`v I YOf� r
g (BEARS S12'S6 50"E 1548.60 FROM
Q ® FOUND IRON PIPE MONUMENT SW HELMHOLTZ � / QUARTER CORNER #1157)
SPUR 1 ALIGNMENT / N=445386.55
(SEE FOUND MONUMENT TABLE ON SHEET 4) / /r E=3314426.85
Al ® SET SURVEY CONTROL (SEE PARAMETRIX CONTROL / / / / / ti %h/
TABLE ON SHEET 4)COUNTY
( ) R RECORD DATA PER CITED REFERENCE 'r O°,�x /' NO. 01416(C)
STA. 187+12.55 END PROJECT CENTERLINE
* MEASURED DATA SAME AS RECORD S.W. HELMHOLTZ WAY SPUR 1 ALIGNMENT =
STA. 692+77.27 S. CANAL BLVD. (OLD r / STA. P.C. 681 +57.90
CALC CALCULATED BEND-REDMOND HIGHWAY) ALIGNMENT
R RIGHT-OF-WAY (BEARS S08'02'55T, 1698.07' FROM 187+00 /' 70'
QUARTER CORNER 11157)�pOgolyj�F
SEE CURVE TABLE ON THIS SHEET EN33 431�. 3 / AelRp *.; f�/
r/ DOS4 �q,�0 cq�ON / AO Xo /
OCRR OREGON CORNER RESTORATION RECORD O / / N�S'°FiQ 6' /" FOR ORIGINAL RIGHT-OF-WAY LINE BASED / 00' b(b
CS COUNTY SURVEY (SEE REFERENCES ON SHEET 1) / OhXo // �0.�% ON LINDSEY SURVEYS (B)(C) ,c / / 8.00,10 -/
P.C. POINT OF CURVATURE •00• �000, / Groff p O,0, o4Oe
TAX LOT: 15-13-31-00-00305 O`? �, /• FR
P.T. POINT OF TANGENCY / cv�` ^�j - / �o�' S(/ �Q�4V40 N*
ROAD RIGHT-OF-WAY LINE �' �'� �°!/� �o �'' 1033 h0 'v� �`h (�J�C®D pURp
,����� oN'°oSpgo`y°Fo�c c, �o) l/ryos�
CENTERLINE ROAD RIGHTCD C)-OF-WAY / h'� �� � A qY O h vim/ V`a
— — — — — — — — — — — `n oo'` r/ ����t,�� S�, ��`'9Np�FOR // c' /oo OJ �, A
PREVIOUS ROAD RIGHT-OF-WAY DEDICATION LINE / / O.�• �o /�fi J v�r / x m
o /,� PARCEL 1�o�4'F
AS -CONSTRUCTED CENTERLINE SOUTH CANAL BLVD .h eX / O /ti *� �� �,`ti PARTITION PLAT NO. (CJ /} / � 7 �A �?
(OLD BEND-REDMOND HIGHWAY) ti `ate' /"�h �'``��^`� 1990-6 D ' p�' / .7
90'G �9T
RIGHT-OF-WAY LINE PER �, / �ti � () / / 1144 e �p
APPROXIMATE PROPERTY LINE LINDSEY SURVEYS (B)(D) // c� /`�► TAX LOT:15-13-31-00-00300 CENTERLINE ROAD BASED ON r/ �� / '�•�y� '�'o
LINDSEY SURVEYS (B)(C)(D)
APPROXIMATE SECTION SUBDIVISION LINE P.T. STA. 684+07.90 BEGIN /' / O `i' PARCEL 1 Li6'
W ' ORIGINAL RIGHT-OF-WAY LINE PER /
x EXISTING WIRE FENCE w / PROJECT CENTERLINE S. CANAL �0 / PARTITION PLAT N0.
LINDSEY SURVEY (B) BLVD (OLD BEND-REDMOND I 00 / 1990-6 (D)
QQ / HIGHWAY) BEARS S36 36 03"E k TAX LOT: 15-13-31-00-00300
CD CDo / 1179.98' FROM QUARTER 00� /
0 CD 'El
Z ���� o , /r CORNER #1157 ,' 1159 ' ORIGINAL RIGHT-OF-WAY LINE BASED
DESCHUTES COUNTY SURVEYOR � Xo N=445948.48 s84+00/ / ON LINDSEY SURVEYS (B)(C)
f �d i '�.7w�k�.lb ��o�� �� h `OOh O E-3314783.42 r/
FILED !t� Y. �,`� •moo .� �o?_r' o o / tip' o / 1143
��,
= h � ;`'�, c,"� ;�h, REGISTERED
4;e titi titi/ �ti/ PROFESSIONAL
CENTERLINE ROAD BASED ONRVEY, o� , DETAIL 3—B �'/�' /S32'23'S0'W
} / LAND SURVEYOR
LINDSEY SUS (B)(D) 0 /
/ '4, 15� (SCALE: 1 INCH = 1 FOOT) SEE SHEET 2
N STA 695+99.71 0HFOR S.E.
OF 10' WIDE
SEE DETAIL 3-13 / / �H /' FOR ROADWAY ANDRNER UTILITY PURPOSES PEEDRICAl10N
696+00 AO• � / z z 15-13-0 -00301
SCALE x / 00�/ (D-1) BASED ON LINDSEY SURVEYS (B)(C)(D) o 0
CD
50 0 25 50 100 ; T' �
'00' , (N89.28'33"E)(A) N
S89'07'12"W 11.96' oo V,
( FEET) 00' 1154-1155 S89'07'12"W 11.261
x 60 00'
�N8T22'48"E 11.33')(D)
1 INCH = 50 FEET N00'10'35"E '
0.93 / 1155 w Jsgzrs�
R/W LINE PER PLAT OF TAX LOT: N � �o
x =�
CHAPARRAL ESTATES (E) / - Xoo 15-12-36-DO-03100 0 (=) Cl
so
1040
CHAPPARAL ESTATES (E) oCHAPPARAL ESTATES (E) ,
LOT 13 I LOT 15 0� A0 LOT 15 Gj
BLOCK 8 N00'10'35'E 0.93'
(EAST I47.69')(E)
NC 1163 S8T52'06'E 147.75'(CALC) }! / �TAX LOT: 15-13-31-00-00303
X / R/W LINE PER PLAT OF
STA. 698+00 END PROJECT CENTERLINE CHAPARRAL ESTATES (E)
S. CANAL BLVD. (OLD BEND-REDMOND NC
HIGHWAY) BEARS S01-08-32-W 2123.14'
FROM QUARTER CORNER #1160698+00 1160
PTN LOT 14 N=444773.06 .�� ''��•
E=3314037.56� Ah�`V 300
R/W LINE PER PLAT OF CHAPPARAL ESTATES (E) / 0'
OREGON
JULY 20, 2009
SCOTT C. BOLDUC
79288
EXPIRES: 12/31 /2019
SURVEY PREPARED FOR:
DESCHUTES COUNTY
Parametrix
ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES
Amomomm
150 NW PACIFIC PARK LANE, SUITE 110 1 BEND, OR 97701
P 541.508.7710
WWW.PARAMETRIX.COM
PMX JOB NO. 297-2509-005
SURVEYED
RJ MG BR
DRAWN ONE INCH AT FULL SCALE. o
SCB IF NOT, SCALE ACCORDINGLY
CHECKED SCALE
ANH 1 " = 50' �-
APPROVED DATE _
ANH JAN UARY 8, 2019 U)
00
w
co
CS19838
RECORD OF SURVEY
CONTROL, RECOVERY AND RETRACEMENT SURVEY
FOR THE DESCHUTES COUNTY ROAD DEPARTMENT
OLD BEND-REDMOND HIGHWAY AND S.W. HELMHOLTZ WAY INTERSECTION
LOCATED IN THE SOUTHWEST QUARTER (SW 1 /4) OF SECTION 31,
TOWNSHIP 15 SOUTH, RANGE 13 EAST,
AND IN THE SOUTHEAST QUARTER (SE 1/4) OF SECTION 36,
TOWNSHIP 15 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN
DESCHUTES COUNTY, OREGON
JAN UARY 2019
CURVE TABLES FOUND MONUMENT TABLES
CURVE TABLE (FOR SHEETS 19 2 & 3)
CURVE NO.
LENGTH
RADIUS
DELTA
CHORD LENGTH
CHORD BEARING
C1
378.55'
411.71'
52'40'55"
365.36'
N06'03'23"E
C2
350.97'
381.71'
52'40'55"
338.74'
N06'03'23"E
C3
327.14'
147.22'
12T19'01"
263.87'
S83'56'37"E
C4
238.26'
107.22'
12T19'01"
192.18'
S83'56'37"E
C5
260.48'
117.22'
12719'01 "
210.10'
S83'56'37"E
C6
253.49'
2904.79'
5'00'00"
253.41'
S29'53'50W
C7
252.62'
2894.79'
5'00'00"
252.54'
S29'53'50"W
C8
250.00'
2864.79'
5'00'00"
249.92'
S29'53'50"W
C9
247.38'
2834.79'
5'00'00"
247.30'
S29'53'50"W
C10
246.51'
2824.79'
5'00'00"
246.43'
S29'53'50"W
CURVE TABLE (ORIGINAL ROAD RIGHT-OF-WAY RECORD FOR *ITTED ROAD)
CURVE NO.
LENGTH (F 100' CHORDS)
DEGREE OF CURVATURE (CH. DER)
RADIUS (COMPUTED)
DELTA
TANGENT LENGTH
REF
C1
376.7'
14 C.R.
410.35'
52'44'
203.4'
(R2)€Ij€Jj
C3
318.9'
48' C.L.
1 146.20'
1 127-34'
1 296.9'
1 (R2)€AjjBj
CURVE TABLE (OMD DK NO. 2B-18-4)
CURVE NO.
LENGTH
DEGREE OF CURVATURE (ARC DER)
RADIUS (COMPUTED)
DELTA
TANGENT LENGTH
REF
C8
250.00'
2' C.R.
2864.79'
5'-00'
125.1'
(R1)€Gj
CONTROL POINT TABLE
PARAMETRIX CONTROL TABLE
POINT #
NORTHING
EASTING
ELEVATION
DESCRIPTION
1032
446452.61
3315031.11
3092.97
SET 5/8 IN IRON ROD WITH 1-1/2 IN ALUMINUM CAP MARKED PARAMETRIX CNTL 1032
1033
446077.60
3314841.13
3109.55
SET 5/8 IN IRON ROD WITH 1-1/2 IN ALUMINUM CAP MARKED PARAMETRIX CNTL 1033
1040
444855.37
3314068.68
3126.40
SET 5/8 IN IRON ROD WITH RED PLASTIC CAP MARKED PMX CONTROL
1041
445472.90
3314516.04
3116.04
SET MAG NAIL
1042
445737.34
3314270.09
3109.17
SET 5/8 IN IRON ROD WITH RED PLASTIC CAP MARKED PMX CONTROL
REGISTERED
PROFESSIONAL
AND SURVEYOR
OREGON
JULY 20, 2009
SCOTT 7C928BBOLDUC,
EXPIRES: 12/31 /2019
DESCHUTES GO"UNTY SURVEYOR
FILED /G/Zo/9 �� punk,¢/bt
FOUND MONUMENTS TABLE [S.W. HELMHOLTZ WAY (WHfITED MARKET ROAD) ALIGNMENT]
POINT NO.
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
1141
445675.71
3314352.10
182+40.71
30.14' LT
FOUND 1 INCH OUTSIDE DIA. IRON PIPE WITH ROCK COLLAR (C)
1149
446210.12
3314154.43
176+70.90
30.00' LT
FOUND 1 INCH DIA. IRON PIPE WITH THREADED TOP (C)
1171
445386.96
3314426.69
185+37.40
0.00,
FOUND 1 INCH DIA. IRON ROD (R2)
1190
446343.42
3314049.24
N/A
N/A
FOUND NAIL IN 30" JUNIPER PER (R2)(1)
FOUND MONUMENTS TABLE [SOUTH CANAL BULEVARD (OLD BEND-REDMOND HIGHWAY) ALIGNMENT]
POINT NO.
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
1142
445653.91
3314561.01
687+75.79
29.97' RT
FOUND 1-1/2 INCH OUTSIDE DIA. IRON PIPE (C)
1143
445926.98
3314816.97
684+08.08
39.85' LT
FOUND 5/8 INCH DIA. IRON ROD WITH YELLOW PLASTIC CAP STAMPED LS 1020 (BENT NW'LY) (C)
1144
446033.05
3314881.20
682+85.78
39.89' LT
FOUND 5/8 INCH DIA. IRON ROD WITH YELLOW PLASTIC CAP STAMPED LS 1020 (UP 1.4') (C)
1145
446804.16
3315205.40
674+53.80
30.00' RT
FOUND 1 INCH INSIDE DIA. IRON PIPE BENT PER (C)
1147
446146.72
3314943.32
681+58.00
39.84' LT
FOUND 5/8 INCH DIA. IRON ROD WITH YELLOW PLASTIC CAP STAMPED LS 1020 (UP 0.4') (C)
1148
446771.76
3315267.42
674+53.93
39.97' LT
FOUND 3/4 INCH DIA. IRON ROD (BEND SW 0.5') (D)
1154
444920.75
3314178.64
695+99.71
40.00' LT
FOUND 5/8 INCH DIA. IRON ROD WITH YELLOW PLASTIC CAP STAMPED LS 1020 (D)
1155
444920.57
3314167.38
696+05.89
30.58' LT
FOUND 1 INCH DIA. IRON PIPE WITH THREADED TOP (UP 0.3') (A)
1159
445964.14
3314758.05
684+08.28
29.81' RT
FOUND 1 INCH DIA. IRON PIPE WITH THREADED TOP (BENT NE'LY 0.9', SHOT POINT OF ENTRY) (C)
1160
444771.95
3314073.22
697+81.83
30.70' LT
FOUND IRON ROD (A)
1171
445386.96
3314426.69
690+73.15
0.35' RT
FOUND 1 INCH DIA. IRON ROD (R2)
FOUND MONUMENTS TABLE [S.W. HELMHOLTZ (SPUR 2) ALIGNMENT]
POINT NO.
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
1141
445675.71
3314352.10
182+40.76
30.14' LT
FOUND 1 INCH OUTSIDE DIA. IRON PIPE WITH ROCK COLLAR (C)
1142
445653.91
3314561.01
NIA
N/A
FOUND 1-1/2 INCH OUTSIDE DIA. IRON PIPE (C)
FOUND MONUMENTS TABLE [GENERAL]
POINT NO.
NORTHING
EASTING
DESCRIPTION
628
444259.96
3314071.77
FOUND 2-1/2" DIA. ALUM. CAP MONUMENT PER O.C.R.R. 1313
1157
446895.78
3314079.88
FOUND 3-1/4 INCH DIA. ALUM CAP MONUMENT PER O.C.R.R. 758
1163
444791.22
3313869.02
FOUND 1/2 INCH DIA. IRON ROD (E)
GS13338
CS 0339
151331 C,15(2.3tcD
P69t S
Deschutes County Official Records 2020-54601
Nancy Blankenship, County Clerk
01324200202000546010020024
10/16/2020 01:59 PM
D-AFFIM Cnt=1 Stn=25 AP
$10.00 $11.00 $61.00 $10.00 $6.00 $98. 00
AFFIDAVIT OF CORRECTION
COUNTY SURVEY NO. 19838
I, Scott C. Bolduc, P.L.S. 79288, being duly sworn, depose and say that I am the surveyor of record for that map entitled
CONTROL, RECOVERY AND RETRACEMENT SURVEY FOR THE DESCHUTES COUNTY ROAD
DEPARTMENT OLD BEND-REDMOND HIGHWAY AND S.W. HELMHOLTZ WAY INTERSECTION, located in
the SOUTHWEST QUARTER (SW 1/4) OF SECTION 31, TOWNSHIP 15 SOUTH, RANGE 13 EAST, AND IN THE
SOUTHEAST QUARTER (SE 1/4) OF SECTION 36, TOWNSHIP 15 SOUTH, RANGE 12 EAST, WILLAMETTE
MERIDIAN, DESCHUTES COUNTY, OREGON, said map filed January 16, 2019 as County Survey No. 19838 in the
Deschutes County Surveyor's Office,
The following corrections to said survey are necessary and are as follows:
1. The Basis of Bearings listed in the last paragraph of the narrative on Sheet 1 should be changed from SOUTH
00010'35" EAST to SOUTH 00010135" WEST.
2. The bearing for the line common to the SOUTHWEST QUARTER (SW 1/4) OF SECTION 31, TOWNSHIP 15
SOUTH, RANGE 13 EAST AND THE SOUTHEAST QUARTER (SE 1/4) OF SECTION 36, TOWNSHIP 15
SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON shown in the
PROJECT ALIGNMENTS, P.L.S.S. CORNER TIES AND BASIS OF BEARINGS DIAGRAM on Sheet 1 between
#1157 and #628 should be changed from SOO°10'35"E to S00010135"W (Basis of Bearings).
3. The tie from the quarter corner common to Section 31 Township 15 South, Range 13 East, Willamette Meridian and
Section 36 Township 15 South, Range 12 East, Willamette Meridian (#1157) to P.0 STA. 183+34.00 BEGIN
PROJECT CENTERLINE S.W. HELMHOLTZ WAY SPUR 1 ALIGNMENT shown in the PROJECT
ALIGNMENTS, P.L.S.S. CORNER TIES AND BASIS OF BEARINGS DIAGRAM on Sheet 1 should be changed
from (BEARS S11°50'22"W, 1346.68' FROM QUARTER CORNER #1157) TO (BEARS S11°50'22"E,1346.68'
FROM QUARTER CORNER #1157).
4. The tie from the quarter corner common to Section 31 Township 15 South, Range 13 East, Willamette Meridian and
Section 36 Township 15 South, Range 12 East, Willamette Meridian (#1157) to P.0 STA. 182+40.50 BEGIN
PROJECT CENTERLINE S.W. HELMHOLTZ WAY SPUR 2 ALIGNMENT shown in the PROJECT
ALIGNMENTS, P.L.S.S. CORNER TIES AND BASIS OF BEARINGS DIAGRAM on Sheet 1 should be changed
from (BEARS S11°12'44"W, 1254.27' FROM QUARTER CORNER #1157) TO (BEARS S11°50'22"E,1254.27'
FROM QUARTER CORNER #1157).
5. The tie from the quarter corner common to Section 31 Township 15 South, Range 13 East, Willamette Meridian and
Section 36 Township 15 South, Range 12 East, Willamette Meridian (#1157) to P.0 STA. 182+40.50 BEGIN
PROJECT CENTERLINE S.W. HELMHOLTZ WAY SPUR 2 ALIGNMENT shown on Sheet 2 should be changed
from (BEARS S11°12'44"W, 1254.27' FROM QUARTER CORNER #1157) TO (BEARS Sll°50'22"E,1254.27'
FROM QUARTER CORNER #1157).
6. The tie from the quarter corner common to Section 31 Township 15 South, Range 13 East, Willamette Meridian and
Section 36 Township 15 South, Range 12 East, Willamette Meridian (#1157) to P.T. STA. 185+67.64 END OF
S.W. HELMHOLTZ WAY SPUR 2 ALIGNMENT = STA. 687.76.06 S. CANAL BLVD (OLD BEND-
REDMOND HIGHWAY) ALIGNMENT shown on Sheet 2 should be changed from (BEARS S21 °55' 11 "W,
1356.21' FROM QUARTER CORNER #1157) TO (BEARS S210551119"E,1356.219FROM QUARTER
CORNER #1157).
7. The tie to STA. 698+00 END PROJECT CENTERLINE S. CANAL BLVD. (OLD BEND-REDMOND
HIGHWAY) shown as SO1°08'32"W, 2123.14' "FROM QUARTER CORNER #1160" on Sheet 3 should be
changed to "FROM QUARTER CORNER #1157".
The present fee owners of the property materially affected by said Affidavit are as follows:
N/A: Affidavit being recorded to revise specific courses shown on said County Survey No. 19838.
After recording return to:
Deschutes County Surveyor
61150 SE 271' Street
Bend, OR 97702
1- Affidavit of Correction
REGISTERED
OFESSIONAL
9 F/o.,�TXND SURVEYOR
n
OREGON
JU LY 20, 2009
SCOTT C. BOLDUC
79288
EXPIRES: 12/31 /2021
NOTARY CERTIFICATE
State of Oregon )
) ss
County of Deschutes )
Signed and rn to before me on this day of 2020,
by Scott B lduc.
% OFFICIAL STAMP
PAMELA LYNN HORNBERGER
NOTARY PUBLIC - OREGON
COMMISSION NO.989456
Notary Public or the S to of rego MY COMMISSION EXPIRES JULY 28, 2023
My commission expires: 2
APPROVAL
I, Kevin Samuel, Deschutes County Surveyor, do hereby certify that said Affidavit of Correction for County Survey No.
19838 has been examined by me and that it complies with ORS 209.255.
After recording return to:
Deschutes County Surveyor
61150 SE 27t' Street
Bend, OR 97702
Approved rjGiro15'p-(z 115 'Zr�
2 - Affidavit of Correction
AFFIDAVIT OF CORRECTION
COUNTY SURVEY NO. 19838
INSTRUMENT NO.2020-54601
I, Scott C. Bolduc, P.L.S. 79288, being duly sworn, depose and say that I am the surveyor of record for that map entitled
CONTROL, RECOVERY AND RETRACEMENT SURVEY FOR THE DESCHUTES COUNTY ROAD
DEPARTMENT OLD BEND-REDMOND HIGHWAY AND S.W. HELMHOLTZ WAY INTERSECTION filed
January 16, 2019 as County Survey No. 19838 in the Deschutes County Surveyor's Office, and also prepared that
AFFIDAVIT OF CORRECTION for said survey recorded October 15, 2020 as INSTRUMENT NO.2020-54601, Official
Records of Deschutes County, Oregon, said survey being located in the SOUTHWEST QUARTER (SW 1/4) OF
SECTION 31, TOWNSHIP 15 SOUTH, RANGE 13 EAST, AND IN THE SOUTHEAST QUARTER (SE 1/4) OF
SECTION 36, TOWNSHIP 15 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY,
OREGON,
The following corrections to said survey, and Items #4 & #5 of said affidavit, are necessary and are underlined below:
4. The tie from the quarter corner common to Section 31 Township 15 South, Range 13 East, Willamette Meridian and
Section 36 Township 15 South, Range 12 East, Willamette Meridian (#1157) to P.0 STA. 182+40.50 BEGIN
PROJECT CENTERLINE S.W. HELMHOLTZ WAY SPUR 2 ALIGNMENT shown incorrectly in the PROJECT
ALIGNMENTS, P.L.S.S. CORNER TIES AND BASIS OF BEARINGS DIAGRAM on Sheet 1 of said County
Survey No. 19838 (BEARS S 11 ° 12'44"W, 1254.27' FROM QUARTER CORNER #1157) and also shown
incorrectly in Item #4 of said Affidavit of Correction recorded as Instrument No. 2020-54601 (BEARS
S11°50'22"E, 1254.27' FROM QUARTER CORNER #1157) should be changed to BEARS S11012'44"E,
1254.27' FROM QUARTER CORNER #1157.
5. The tie from the quarter corner common to Section 31 Township 15 South, Range 13 East, Willamette Meridian and
Section 36 Township 15 South, Range 12 East, Willamette Meridian (#1157) to P.0 STA. 182+40.50 BEGIN
PROJECT CENTERLINE S.W. HELMHOLTZ WAY SPUR 2 ALIGNMENT shown incorrectly on Sheet 2 of said
County Survey No. 19838 (BEARS S11°12'44"W, 1254.27' FROM QUARTER CORNER #1157) and also shown
incorrectly in Item #4 of said Affidavit of Correction recorded as Instrument No. 2020-54601 (BEARS
SI 1050'22"E, 1254.27' FROM QUARTER CORNER #1157) should be changed to BEARS S11012'44"E,
1254.27' FROM QUARTER CORNER #1157.
The present fee owners of the property materially affected by said Affidavit are as follows:
N/A: Affidavit being recorded to revise specific courses shown on said County Survey No. 19838 and that Affidavit of
Correction for said survey recorded October 15, 2020 as Instrument No. 2020-54601.
After recording return to:
Deschutes County Surveyor
61150 SE 27" Street
Bend, OR 97702
REGISTERED
PROFESSIONAL
-AND SURVE-YO1
�- OREGON
JULY 20, 2009
SCOTT C. BOLDUC
79288
EXPIRES: 12/31 /2021
Deschutes County Official Records 202O-7021
Nancy Blankenship, County Clerk
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013404112020007021100200212/2412020
D-AFFIM Cnt=1 Stn=2 JS
$10.00 $11.00 $61.00 $10.00 $6.00
1— Affidavit of Correction
10:15 AM
$98.00
CS 1 g 83 8) 151331 C .
PctY g
NOTARY CERTIFICATE
State of Oregon )
) ss
County Deschutes )
Signe an sworn to bef r me on
by S Ott
. Bolduc.
Notary Public for the St
My commission expires
day of L—Vw,-2020,
OFFICIAL STAMP
PAMELA LYNN HORNBERGER
p NOTARY PUBLIC - OREGON
�g 2 COMMISSION NO, 989456
MY COMMISSION EXPIRES JULY 28, 2023
APPROVAL
I, Kevin Samuel, Deschutes County Surveyor, do hereby certify that said Affidavit of Correction for County Survey No.
19838 has been examined by me and that it complies with ORS 209.255.
After recording return to:
Deschutes County Surveyor
61150 SE 271 Street
Bend, OR 97702
Approved 'T . �� ZZ , 'Zolw
Deschutes County Surveyor
2 — Affidavit of Correction