HomeMy WebLinkAboutSurvey 20366RECORD OF SURVEY PREPARED FOR
LOCATED IN THE EAST 1/2 OF SECTION 6, AND THE WEST 1/2 OF 709 NW WALL ST, SUITE 100CITY OF BEND
SECTION 5, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, BEND,OR °"°'
CITY OF BEND, DESCHUTES COUNTY, OREGON
(PRE —CONSTRUCTION SURVEY)
OCTOBER, 2020
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SCALE: 1 = 200 FEET / ' /
200 0 40 100 200
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SHEET 1 OF 5
SHEET INDEX
SHEET 1
NARRATIVE, BASIS OF BEARINGS/HORIZONTAL DATUM NOTE
SHEET 2
SW COLUMBIA ST AND SW SIMPSON AVE, CURVE TABLE
SHEET 3
SW COLUMBIA ST AND SW COLORADO AVE, CURVE TABLE
SHEET 4
CONTROL TABLE, SW COLUMBIA ST AND SW SIMPSON AVE MONUMENT TABLE
SHEET 5
SW COLORADO AVE MONUMENT TABLE, REFERENCES
BASIS OF BEARINGS /HORIZONTAL DATUM
BEARING ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), DERIVED FROM THE OREGON REAL-TIME GNSS NETWORK (ORGN). THE WEST
RIGHT-OF-WAY LINE OF SW COLUMBIA ST (40.00' FROM CENTERLINE) FROM MONUMENT 141 TO 167 BEARS NORTH 00-08'46" WEST.
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO TIE EXISTING MONUMENTATION, RESOLVE THE RIGHT-OF-WAY OF PORTIONS OF SW COLUMBIA STREET, SW SIMPSON
AVENUE, AND SW COLORADO AVENUE, AND TO PREPARE A PRE -CONSTRUCTION RECORD OF SURVEY AS PER ORS 209-155. THERE ARE TWO SETS OF
PROJECT LIMITS FOR THIS SURVEY BEING FOR THE INTERSECTION OF SW COLUMBIA STREET AND SW SIMPSON AVENUE AS SHOWN HEREON SHEET 2, AND
FOR THE INTERSECTION OF SW COLUMBIA STREET AND SW COLORADO AVENUE AS SHOWN HEREON SHEET 3. MONUMENTATION WAS TIED AND
RIGHT-OF-WAY WAS RESOLVED BEYOND THE PROJECT LIMITS, TO PROVIDE A MORE ACCURATE RESOLUTION OF THE RIGHT-OF-WAY.
ALL OF SW COLUMBIA STREET AND SW COLORADO AVENUE WITHIN THE PROJECT LIMITS AND THE PORTION OF SW SIMPSON AVENUE EAST OF STATION
45+26.46 WERE DEDICATED TO THE CITY OF BEND PER DEED VOLUME 325, PAGE 71, RECORDED JULY 17, 1980, DESCHUTES COUNTY DEED RECORDS.
SHORTLY AFTER THE DEDICATION OF SAID TRAVEL WAYS, THE PLAT OF "SHEVLIN CENTER" (R2), BY GARY W. HICKMAN (1678 LS), WAS RECORDED ON JULY
23, 1981, PLAT CABINET C, PAGE 27, OFFICIAL RECORDS DESCHUTES COUNTY (FILED AS CS09725, DESCHUTES COUNTY SURVEYOR'S OFFICE). THIS PLAT
EXCEPTED OUT THE DEDICATED SIMPSON AVENUE, COLORADO AVENUE, AND COLUMBIA STREET, AND PLATTED THE LANDS AJOINING SAID STREET AND
AVENUES. THE BEARINGS, DISTANCES, AND CURVE INFORMATION PER SAID PLAT ARE HARMONIOUS WITH SAID DEDICATION DEED. THERE HAVE BEEN MANY
SURVEYS AND REPLATS THROUGHOUT THE YEARS FOLLOWING THE INITIAL "SHEVLIN CENTER" PLAT THAT PERPETUATED CORNERS, RESOLVED
RIGHTS -OF -WAY, DEDICATED RIGHTS -OF -WAY, ETC. SOME OF THESE SURVEYS MAINTAINED HARMONY WITH THE ORIGINAL PLAT WHILE OTHERS PERFORMED
MORE LOCALIZED RESOLUTIONS. SINCE THE ORIGINAL "SHEVLIN CENTER" PLAT WAS HARMONIOUS WITH THE SAID DEDICATION DEED (SAME FIRM, CENTURY
WEST ENGINEERING CORPORATION CREATED THE PLAT AND PREPARED THE EXHIBITS FOR DEDICATION DEED), THIS SURVEY HELD THE ORIGINAL RECORD
PLAT DATA. THE CENTERLINES AND RIGHTS -OF -WAY OF SIMPSON AVENUE, COLORADO AVENUE, AND COLUMBIA STREET WERE DRAWN OUT PER RECORD
PLAT DATA AND ROTATED TO FOUND MONUMENTATION TIED IN THE FIELD. THIS METHOD PRESERVED ORIGINAL CURVES, MAINTAINED TANGENCY, AND
MAINTAINED HARMONY WITH EACH SIDE OF THE ROADS. MOST OF THE FOUND MONUMENTATION WAS HELD AND/OR AGREED WITH THIS RESOLUTION. MOST
OF THE ORIGINAL PLAT MONUMENTS THAT WERE FOUND FIT THROUGHOUT THE PROJECT. SOME MONUMENTATION WAS NOT HELD, NOR AGREED WITH THIS
RESOLUTION, SOME APPEAR TO HAVE BEEN DISTURBED WHILE SOME MONUMENTATION WAS LATER PERPETUATED HOLDING A DISTURBED MONUMENT.
STATIONING SHOWN ON THIS SURVEY WERE CREATED FOR THIS SURVEY AND ARE NOT OF RECORD. STATIONING WAS CREATED TO REFERENCE POSITION OF
FOUND AND TIED MONUMENTS.
THE ORIGINAL RIGHT-OF-WAY WIDTH OF SW COLORADO AVENUE WAS 80 FEET (40 FEET FROM CENTERLINE). THE KEY MONUMENTS FOUND TO RESOLVE THE
CENTERLINE AND RIGHT-OF-WAY WERE 133 ALONG THE SOUTH RIGHT-OF-WAY LINE AT PC STATION 25+21.57, 122 ALONG THE SOUTH RIGHT-OF-WAY
LINE AT PT STATION 28+34.33, 109 ALONG THE ORIGINAL SOUTH RIGHT-OF-WAY LINE, 105 ALONG THE NORTH RIGHT-OF-WAY LINE AT PC STATION
32+30.05, AND 101 ALONG THE SOUTH RIGHT-OF-WAY LINE BEING THE INITIAL POINT OF "SHEVLIN CENTER BUSINESS PARK PHASE I" (R7). MONUMENT 152
WAS FOUND ALONG THE SOUTH RIGHT-OF-WAY LINE NEAR THE LOCATION OF THE PT OF THE CURVE. A 10 FOOT RIGHT-OF-WAY DEDICATION PER PLAT
"MILL POINT RIVERBED P.U.D." (R22) WAS PLATTED ALONG A PORTION OF THE SOUTH RIGHT-OF-WAY LINE AS SHOWN HEREON SHEET 3.
THE ORIGINAL RIGHT-OF-WAY WIDTH OF THE PLATTED !PORTION OF SW SIMPSON AVENUE WAS 80 FEET (40 FEET FROM CENTERLINE). THE KEY MONUMENTS
FOUND TO RESOLVE THE CENTERLINE AND RIGHT-OF-WAY OF SW SIMPSON AVENUE WERE 156, 157, AND 175 ALONG THE SOUTH RIGHT-OF-WAY LINE, 159
ALONG THE NORTH RIGHT-OF-WAY LINE, AND 148 ALONG THE ORIGINAL NORTH RIGHT-OF-WAY LINE. RECORD DISTANCE OF 122.39 FEET FROM POINT 'A'
NORTH ALONG A LINE TOWARDS CALCULATED POINT 'B' WAS HELD FOR THE ESTABLISHING THE CENTERLINE POINT AT STATION 45+26.46 AS SHOWN
HEREON SHEET 2. THE PORTION OF SW SIMPSON STREET WEST OF STATION 45+26.46 WAS ORIGINALLY A 80 FOOT DEDICATED RIGHT-OF-WAY PER MAJOR
LAND PARTITION NO. 80-21 (R1). THE POR11ON OF THIS AVENUE BETWEEN STATION 43+66.52 AND 45+26.46 WAS SUBJECT TO A RIGHT-OF-WAY
VACATION TO THE NORTH PER CITY OF BEND ORDINANCE NO. NS-1348 (R36) AND RIGHT-OF-WAY DEDICATION TO THE SOUTH ALSO PER SAID CITY OF
BEND ORDINANCE (R36) AND A LATER DEDICATION PER WARRANTY DEED INSTRUMENT NUMBER 2003-14595 (R37). THE CENTERLINE SHOWN HEREON THIS
SURVEY OF SAID AVENUE FOR THIS SECTION BETWEEN STATION 43+66.52 AND 45+26.46 IS NOT THE CENTERLINE OF RIGHT-OF-WAY, THIS SMALL PORTION
OF CENTERLINE IS A TRANSITION LINE TO MAINTAIN ROAD ALIGNMENT STATIONING. THIS SURVEY HELD THE RESOLUTION FOR THE NORTH RIGHT-OF-WAY
PER CS12395 (R13), AS DID PARTITION PLAT NUMBER 1996-32 (R15) AND PLAT OF "WESTSIDE VILLAGE" (R16). RECORD BEARINGS AND DISTANCES WERE
HELD PER SAID SURVEYS AND PLATS (R13), (R15), AND (R16) AND ROTATED TO SAID MONUMENTS 160 AND 163. RECORD DISTANCE OF 26.52 FEET
WESTERLY OF MONUMENT 160 WAS HELD TO ESTABLISH THE PC OF THE CURVE AND MONUMENT 163 WAS HELD AS A POINT ON TANGENT. AN OFFSET
DISTANCE OF 40 FEET SOUTHERLY WAS HELD TO ESTABLISH THE CENTERLINE FROM THE PT STATION 43+66.52 WEST. RECORD DISTANCE OF 183.45 FEET
NORTHEASTERLY ALONG THE NORTH RIGHT-OF-WAY LINE WAS HELD TO ESTABLISH CALCULATED POINT 'B', BEING THE POINT PREVIOUSLY MENTIONED
ABOVE. THE SOUTH RIGHT-OF-WAY WAS ESTABLISHED BY HOLDING A LINE BETWEEN MONUMENT 162 AND 164, AND AN OFFSET OF 50 FEET SOUTHERLY
FROM SAID RESOLVED CENTERLINE FROM MONUMENT 164 WEST.
THE ORIGINAL RIGHT-OF-WAY WIDTH OF SW COLUMBIA AVENUE WAS 80 FEET (40 FOOT FROM CENTERLINE), FOR THE PORTION NORTH OF THE
INTERSECTION NTH SW COLORADO AVENUE. THE KEY MONUMENTS FOUND TO RESOLVE THE CENTERLINE AND RIGHT-OF-WAY OF THIS PORTION OF ROAD
WERE 123 ALONG THE WEST RIGHT-OF-WAY LINE, 139 ALONG THE EAST RIGHT-OF-WAY LINE AT PC STATION 16+79.65, 141 ALONG THE WEST
RIGHT-OF-WAY LINE AT PT STATION 19+53.97, AND 155 AND 168 ALONG THE EAST RIGHT-OF-WAY LINE. FOR THE PORTION OF SW COLUMBIA STREET
SOUTH OF SW COLORADO AVENUE, RECORD DATA AND WIDTH OF 80 FEET WAS HELD PER MAJOR PARTITION MP-1-84 (R4). MONUMENTS 118 ALONG THE
WEST RIGHT-OF-WAY LINE, AND 120, 116, 112, AND 114 ALONG THE EAST RIGHT-OF-WAY LINE WERE HELD. A SMALL PORTION OF SW COLUMBIA STREET
(PRIVATE) WAS RESOLVED BY HOLDING RECORD CURVE DATA PER PLAT OF "MILL POINT RIVERBEND P.U.D." (R22) AND BY HOLDING FOUND PLAT
MONUMENTS EAST OF MONUMENTS 116 AND 112 AS SHOWN HEREON SHEET 3.
7)t2aao
REGISTERED
PROFESSIONAL
LAND SURVEYOR
0 / , /�&/
OREGON
MARCH 8, 2016
JACOB D. POWELL
DESCHUTES COUNTY SURVEYOR
FILED 1111912020
BY. Dunk¢l�r�
17�
�S
20 3ss
RECORD OF SURVEY
SHEET 2 OF 5
LOCATED IN THE EAST 1/'2 OF SECTION 6, AND THE WEST 1/2 OF t16
s
SECTION 5, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, f LEGEND
0 re)po
FOUND MONUMENT AS DESCRIBED IN
CITY OF BEND, DESCHUTES COUNTY, OREGON � N o MONUMENT TABLE; HELD FOR AND/OR
I rn Of AGREES WITH RIGHT-OF-WAY
PRE -CONSTRUCTION SURVEY)o PARCEL 1 RESOLUTION
co PP NO 2008-06 FOUND MONUMENT AS DESCRIBED IN
"SHE12/N CENTER" I � MONUMENT TABLE; NOT HELD IN
OCTOBER, 2020 LOT J,, BLOCK 1 0
RIGHT-OF-WAY RESOLUTION
,± 0 0 FOUND MONUMENT AS NOTED ON SHEET
� 166 2 AND SHEET 3 OR NOTED IN
tp MONUMENT TABLE
SW SIMPSON AVE CENTERLINE NOTE:
THE CENTERLINE BETWEEN THE PT STATION
43+66.52 AND STATION 45+26.46 IS NOT THE
CENTERLINE OF RIGHT-OF-WAY. THIS PORTION OF
CENTERLINE IS A TRANSITION LINE FOR THIS
SURVEY TO CONNECT THE RIGHT-OF-WAY
CENTERLINE PER R1 (WEST OF PT STATION
43+66.52) TO THE RIGHT-OF-WAY CENTERLINE
PER R2 (EAST OF STATION 45+26.46) TO
MAINTAIN AN ALIGNMENT. THIS AREA CONTAINS A
RIGHT-OF-WAY VACATION PER R36 TO THE NORTH
AND A RIGHT-OF-WAY DEDICATION PER R37 TO
THE SOUTH.
LOT 4
"
'65
0E VILLAGE
LOT 5
(N89'58'17"E 250.04')R34
(S89M'27"E 250.04')R16
249.96'
39+00 40+00 41+00
N89'58'36"E
(EAST)R1
XARR.4NTY DEED
2005-1.57.32
161
N68'41'18"E 26.52'-----_
(N68'44'15"E 26.52')R15,R16
(N68047'37"E 26.53')R20
9
l�
G
9�
0
PARCEZ 1 til
PP NO. 1996-32 oi.
R�6
1a3 °�51,�5
N6a.N1,19 E 1a� � 1�1�
13
A5k26 ko
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16 R3� 160 R20FZ1E5 i NN6a'ti5 �� 177 , R13 R15, kkk `I 9 9 1B
0� 4
L'11 C2�R1112�� k6652 69.p0�6. 0�',�Z�R31
� 61
3k� 1 W10 ES 110 N N
42+00 _ �r A�k6 SEE P 9.2632 N o
- 1- CL'�
t`,19� 18�R1 SN�E� A 164 N613 �"Eco
<N6g�1 �2AR31 �
.22332 31 131 g1 �
G3 2321R2AR
POINT 'A'
w
PARCEL 1
PP NO 1996-18
(L=184.63;)R14
(L=184.65 )R2
C5 L=184.65'
14A 47+00
4-L=162.92'
(L=162.92')R2
a9 °�15��R2
POINT 'A' TO CENTERLINE STA 45+26.46
N00'08'17"W 122.39'
(NO0003'47"W 122.39')R2
CURVE TABLE
CURVE
RADIUS
CENTRAL ANGLE
LENGTH
CHORD
Cl
342.00'
32'47'56"
195.78'
N73734'38"E 193.12'
R1
(342.00')
(32'47'56")
(195.78')
(193.12')
C2
302.06
32047'56"
172.88'
N73'34'38"E 170.53'
R1
(302.00')
(32'47'56")
(172.88)
(170.53')
R13
(302.00')
(32'47'56")
(172.88')
(N73'38'48"E 170.53)
R15,R16
(302.00')
(32'47'56")
(172.88')
(N73'37'36"E 170.53')
R20
(302.00')
(32'47'56")
(172.88')
(N73'34'51"E 170.53')
R34
(302.00')
(32'4756")
(172.88')
(N73'37'19"E 170.53')
C3
392.00'
32'38'27"
223.32'
N73'39'23"E 220.31'
R24,R37
(392.00')
(32'38'29")
(223.32')
(N73'39'35"E 220.31')
C4
300.00'
31'06'58"
162.92'
N8354'21"E 160.93'
R2
(300.00')
(31'06'58")
(162.92')
(N83'58'37"E 160.93')
C5
340.00'
31'06'58"
184.65'
N83'54'21 "E 182.39'
R2
(340.00')
(31'06'58")
(184.65')
(N83'58'37"E 182.39')
R14
(340.00')
(31'06'48")
(184.63')
(N84'09'00"E 182.37')
C6
260.00'
31'06'58"
141.20'
N83'54'21 "E 139.47'
R2
(260.00')
(31'06'58")
(141.20')
(N83'58'37"E 139.47')
R14
(260.00')
(31'06'48')
(141.19')
(N84'09'00"E 139.46')
C7
55.00'
24'48'40"
23.82'
S68'07'50"E 23.63'
FOUND 3/4 IP, CALLED NE 1/161H
CORNER BY SOME SURROUNDING SURVEYS
WHILE SOME GIVE FALLING FROM TRUE
1/16TH CORNER POSITION, MONUMENT
WAS STILL HELD LOCALLY FOR PLAT AND
PROPERTY LINES, MONUMENT ALSO HELD
BY THIS SURVEY AND RECORD DISTANCE
TO ESTABLISH ROW.
.\55)?a
-162 110r�
M
�
Cr
NN M
^oi 0r
M LO 04
r- ^ v
M
C6 L=141.20'
(L=141.20)R2
(L=141.19')R14
"
VLIN CENTER
" ��� 1, BLtxK
167 ld --�� 17-
- - - - - - - A SE
3 SW SHEVLIN HIXON DR "A
Co I co 165 1 CO
m o+ - o o 100 MO
z �
- co fP IRO
0- 15 IR IRO
CN (If-�- ^ ,�, W/RPC WI
PARG'Z 1 = ° � W YPC WI
PP NO 1998-55 co o PP NO. PA
IN
+ oO a' PARCEL 2 CS DE
o N I � N PP NO 2008--06 ROW RIG
PARCEL 2 ao
ORDC OF
PP N0. 1998-56 N 40' 40' �' DCSO DE
o, (L=95.67')R14,R19 I
(L=95.62')R2 `%4 ORIGINAL CURVE BETWEEN
co
^� C8 L=95.62' oo MONUMENT 155 AND 148
(S80'39' w 00 C10 L=77.17'
a 108,78)R14.R17 N I ` I (L=77.17')R2,R11
008.771 R2 .R19
108.77 155
159 C9 L=43.48' , �0��
11- 49 (L=43.48 )R28,R30,R31 pp Popp
48+00 I
\ 49+00 o
8S 0- N 50+00 148 S8032'10"E 47 4Q
(S8077 54 E 221: 21 - _. I _ _+` 51+00 ` 0.26 (S80�7#54"E 470.3 3
158 21')R2 1 _1 52+00 b -� .�)R30,R31 CIO PARCEL .3
94 W S' �� 53+00 151 PP NO 2008-06
(14Q94')R2 157 Ln /Y/ps' + ��!-
A VE 12 - _ 54+00 1 � 7
!156 I o N 1--f -
C7 L=23.82 � o I A 55+ 150
(L=23.82 )R2 + + 'moo S80 -- 00
N89'40b6"E 23.91' �' �, E (580� ' 4 E "�-_ _ 13
(N89'44'22"E 23.91')R2 C11 L=95.62' 406.47' (406.53,)R2 �R2,R9,R28 -� 0 +
146 (L=95.62')R2 (406.51')R9 175 56+00
- 1 _ 176
(L=95.63')R9
DES
DES
3 3 POINT 'A' TO CALCULATED POINT 'B'
154
0- N NOOb8'17"W 165.38'
o p (N00'03'47"W 165.39')R2
o
�
10-
1
c) c)(N00'04'29"W 165.39')R13
�'T
LOT
9 W
o (N00'03'57"W 165.38')R14
LO
z (N00'07'15"W 165.39')R36 147
3
CURVE TABLE
R2
(55.00')
(24'48'40")
(23.82')
(S68'03'34'E 23.63')
C8
55.00'
99'3636"
95.62'
N49'39'32"E 84.02'
R2
(55.00')
(99'36'36")
(95.62')
(N49'43'48"E 84.02')
R14
(55.00')
(99'39'46")
(95.67')
(N49'45'07"E 84.06')
R19
(55.00')
(99'39'47")
(95.67')
(N49'45'07"E 84.06')
C9
55.00'
451736"
43.48'
N2247'34"W 42.36'
R28,R30,R31
(55.00')
(4517'36")
(43.48')
(N22'43'18"W 42.36')
C10
55.00'
80'23'24"
77.17'
N40'20'28"W 70.99'
R2,R11
(55.00')
(80'23'24")
(77.17')
(N4016'12"W 70.99')
C11
55.00'
99'36'36"
95.62'
N4939'32"E 84.02'
R2
(55.00')
(99'36'36")
(95.62')
(N49'43'48"E 84.02')
R9
(55.00')
(99'37'01")
(95.63)
(N49'43'35"E 84.03')
APPROXIMATE PROJECT LIMITS FOR INTERSECTION OF
SW SIMPSON AVENUE AND SW COLUMBIA STREET:
SW SIMPSON AVENUE - STATION 44+00 - 55+25
SW COLUMBIA STREET - STATION 23+25 30+75
DESCHUTES COUNTY SURVEYOR
FILED It ZIq L).020, BY: Dur'�1�_
Q 171 NTER� I
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m "SNE�ASE ISO " EV1.IN CE TE"
I = PIS SN SE r4
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+ -3
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Q
STATUTORY + z
WARRANTY DEED
2012-010.36.E 40' 40'
o I LOT LOT 6
SCALE: 1 "=100 FEET
N
L• 19+53.97 kt
141
HELD FOR PT
143
l II
I
g 8-
142
"COLUMB/A Wfff SU/TES
CONDOM/N/UMS"
SEE SHEET 3
LOT 11
100 0 20 50 100
T 5/8" IRON ROD W/RPC INSCRIBED
KS ENGR. CONTROL"
NTROL NUMBER
NUMENT NUMBER
N PIPE
N ROD
TH A RED PLASTIC CAP
lli A YELLOW PLASTIC CAP
RT11ION PLAT NUMBER
COUNTY SURVEY NUMBER
HT -OF -WAY
ICIAL RECORDS OF DESCHUTES COUNTY
COUNTY SURVEYOR'S OFFICE
// /7%oZ0
REGISTERED
PROFESSIONAL
LAND SURVEYOR
•�I�i
OREGON
MARCH 8, 2016
JACOB D. POWELL
90744PLS
RENEWS:12/31/20
W
cm
w
c"
c"
1036
RECORD OF SURVEY
LOCATED IN THE EAST 1/2 OF SECTION 6, AND
SECTION 5, TOWNSHIP 18 SOUTH, RANGE 12 EAST,
CITY OF BEND, DESCHUTES COUNTY,
(PRF-CONURtirl nN suevFv)
THE WEST 1/2 OF
AM ETTMERIDIAN,LEGEND
WI
LL E
OREGON Q FOUND MONUMENT AS DESCRIBED IN
MONUMENT TABLE; HELD FOR AND/OR
AGREES WITH RIGHT-OF-WAY
RESOLUTION
152
❑ FOUND MONUMENT AS DESCRIBED IN
MONUMENT TABLE; NOT HELD IN OCTOBER, 2020 RIGHT-OF-WAY RESOLUTION oo
SEE SHEET 2 d FOUND MONUMENT AS NOTED ON SHEET
2 AND SHEET 3 OR NOTED IN
MONUMENT TABLE
o I LOT 4 Ear 6.7
I SET /
" IRON ROD 5/ 8W RPC INSCRIBED
N "AKS ENGR. CONTROL'
0
PT. 19+53.97 1 CONTROL NUMBER
141 ` 100 MONUMENT NUMBER
HELD FOR PT IP IRON PIPE
8- IR IRON ROD
0
or 11 CEN7R, W/RPC WITH A RED PLASTIC CAP
143 , 142 •SNEwiN THREE W/YPC WITH A YELLOW PLASTIC CAP CD
VOLUME/A WEIY SU/TES PHASE PP NO. PARTITION PLAT NUMBER
CONDOMINIUMS" \ CS DESCHUTES COUNTY SURVEY NUMBER
49.65' (49.65')RZ (N52'30'04"W 49.68')R9 ROW RIGHT-OF-WAY
• ' " • ' " ' ORDC OFFICIAL RECORDS OF DESCHUTES COUNTY
(N52 30 03 W 49.68 )R17 (N52 2915 W 49.68 )R39
STATUTORY Xo �� o, x1 / DCSO DESCHUTES COUNTY SURVEYOR'S OFFICE
SREC/AL �� N37'27'46"E 5.00' (N37'32'01'E 5.00')R2 (N37'29'56'E 4.96')R9 0
WARRANTYDEED top (N37'29'57'E 4.96')R17 (N40'29'32'E 4.99')R39 0 �-
2017-0205JO 60.00' (60.00')R2 "
p0 � (N52'32'31'W 60.01')R9,R17 14S/ON PLAZA
CONDOM/N/UMS
�jXO � (N52'36'22'W 60.01')R29 " 1 _
(49.65')R2 49.65' o N ��•
(N52'28'59'W 49.65')R35 138 \� s?`� ,0 170 N37'27'46"E 5.00' (N37'32'01'E 5�00')R2�
7 ? ly 1 g 5.00 R9 (N37'29 57 E 5.00 )R17 _ - o
„ \ * 53s �07*29'56E
N37'26'06'E 5.00'09 ��
N37'27 46 E 5.00 � r6 �` �s?j�� `�
(N37 31 01 E 5.00 )R 35.62' (35.62')R2
0137 136 XOO ` 2 N52'30'04'W 35.08' R9 _
(60.0')R2 60.00' �02030'03'W 35.08'�R17 _ _
(N52'28'59'W 60.00')R35 (N52'33'54'W 35.08')R29 -" -
\(N37-32'01'E 5.00')R2 N37'27'46"E 5.00' SW EMKAY DR \ oo
(N37'31'01'E 5.00')R35 (N38'30'50'E 5.00')R33'S�
(35.62')R2 35.62' `' 3 9
(N52'47'14'W 35.38�)R33 Q'�' PARC L 6" �� 124 O
(N52'24 29 W 35.40 )R35 P NO. boo g �� \ SOT 1, o Q
P s RY \
STA p N AN0 SPEC/AL 0
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"SHESTHREE02 (N50'41'12"W 1000')R22
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126 WARRA,0153
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R25
104
(L=86.34 )R9,R23, X W
N O L'
(L=86.39 )R2 5 o .5�k� /G0'S �00�;1 3-1/2" DESCHUTES
oIN-r C14 L=86.39' R23,R2 v o z X �-�' COUNTY ALUMINUM
/ ,COLOR BOCK o �� 125 1349 , R2 Op 100 CAP. COCS CONTROL
T 1, .5833E , �3505i 0 3�k ,�b� POINT 1, GIS 0013
�O 123 o o i 13505� �` �� �����l��,ti 5
C15 L=86.39 0 32k C,`LSOT
/ (L=86.39')R2,R3,R5 2 �. 0 107 106
R3,R5 3�k�/��• � 110 E1/4 CORNER SECTION 6
10 6� 10+00 R2�R�`'�1 / ,
I �23� D5> / / 108 c�0�� FOUND 2" ALUMINUM CAP PER CS03743 STAMPED AS
30+00 _ 1�,5a31 E / op P�O`L SHOWN, A 22n DIAMETER PINE BEARS S10'E 56.8
6- 29k00 �� i �N 109 O• �G `L (8 PINE 57.08 PER CS03743)
X�"E �6561R4,R5,R�p _ ,�� E 16680�R22 �p�`'Q��� �E POINT.D•� /
STATUTORY ,LakO� _ N3..� .1 ' 6� �Et2, 119 �N13�4 MI Ep P, U �
/r a3� o C16 L=52.70' RI�RB / GOVN T Y pG
WARRANTY DEED N L=52.69 R22 6
2014-035781 129 z0 121 a ( ) LOT T18S R12E
ILI �� �p 6� , R4, 120 C17 L=86.39 <v
6 p, 118 0
�y1ti1R�� �► a ,� `�0.6� (L=86.39 )R4 G
x G�1��61 R�D'R21 3 0 PRIOR CURVE PER R4, f ��V�I �p s5 O
BETWEEN 120 AND 109
GG�O 1 /4
�� 2 Z r F PP LS1031
0 134 135 C20 L=36.68'
.Si°EC/AL (L=36.68')R27 0 3 116 3 -
C19 L=13.00' (�=126 26 )R22 .01
11
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x (L=13.01 )R27,R38 VO 14 N Z$ L=126.26 N
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OREGDN , .y �s C18 L=36;70 �, s, T 3
,oF�F (L=36.68 )R27,R38 -� 45� c, _ LO
r. ti� ?sx o'P C21 L=86.39' �?
°o . e`1-*F1`� s C' (L=86.39')R4,R10 , 0 112 N60'50'40"E 3.00'
131 �°c" ���1�PRIOR CURVE PER R4, N Q C26 L=124. (N50'51'35"E 3.00')R22
���1, SPEC/AL BETWEEN 118 AND 121 V \ (L=124.96 )R22
WARRANTY DEED
7J 49.11'
�hx'S`L� 2011-029592 114 *�
178 (Nl6'04'49"W
132
C27 L=34.75'-�.
PARC 19g . � (L=34.74')R4,R10 117
PP NO. (L=35.45')R8
.NJ T�� 49.14')R22
p� , � F, •y9
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�60
SCALE: 1 "=100 FEET
100 0 20 50 100
SHEET 3 OF 5
CURVE TABLE
CURVE
RADIUS
CENTRAL ANGLE
LENGTH
CHORD
C12
300.00'
52'23'28"
274.32'
N26'20'30"W 264.86'
R2
(300.00')
(52'23'28")
(274.32')
(N2616'14"W 264.86')
C13
500.00'
36'26'30"
318.01'
N3418'59"W 312.68'
R2,R5
(500.00')
(36'26'30")
(318.01')
(N3414'44"W 312.68')
C14
55.00'
90*00,00"
86.39'
N61'05'44"W 77.78'
R2
(55.00')
(90-00-00")
(86.39')
(N61'01'29"W 77.78')
R9,R23,R25
(55.00')
(89'56'52")
(86.34')
(N61'03'01"W 77.75')
C15
55.00'
90,00,00"
86.39'
N285416"E 77.78'
R2,R3,R5
(55.00')
(90'00'00")
(86.39')
(N28'58'31 "E 77.78')
C16
55.00'
54754'12"
52.70'
N11'21'21 "E 50.71'
R22
(55.00')
(54-53'15")
(52.69')
(N11'21'49"E 50.69')
C17
55.00'
90100'00"
86.39'
N28054'160E 77.78'
R4
(55.00')
(90-00-00")
(86.39')
(N28'58'31"E 77.78')
C18
55.00'
3813'50"
36.70'
N3512'39"W 36.02'
R27,R38
(55.00')
(3812'50")
(36.68')
(N35'07'54"W 36.01')
C19
80.00'
918'29"
13.00,
N61'06'14"W 12.98'
R27
(80.00')
(919,09")
(13.01')
(N61'01'28"W 13.00')
R38
(80.00')
(919'09")
(13.01')
(N61'01'29"W 13.00')
C20
55.00'
3812'50"
36.68'
N86'59'20"W 36.01'
R27
(55.00')
(38'12'51")
(36.68')
(N86'55'03"W 36.01')
C21
55.00'
90,00,00"
86.39'
N61'05'44"W 77.78'
R4,R10
(55.00')
(90'00'00")
(86.39')
(N61'01'29"W 77.78')
C22
572.96'
3116'34"
312.76'
N581559"E 308.89'
R2,R4,R5
(572.96')
(3116'34')
(312.76')
(N58'20'14"E 308.89')
C23
681.41'
91'32'32"
1088.70'
N28'08'00"E 976.54'
R2
(681.41')
(91'32'32")
(1088.70')
(N2812'15"E 976.54')
R7
(681.41')
(91'32'32")
(1088.69')
(N2812'15"E 976.54')
C24
731.41'
34'35'02"
441.48'
N56036'440E 434.81'
R22
(731.41')
(34-34-26")
(441.35')
(N56'37'01"E 434.69')
C25
95.00'
76'09'05"
126.26'
S81'0448"E 117.17'
R22
(95.00')
(76'09'03")
(126.26')
(S81'03'54"E 117.17')
C26
155.00'
4611'25"
124.96'
N8356'22"E 121.60'
R22
(155.00')
(4611'25")
(124.96')
(N83-57'17"E 121.60')
C27
310.10'
62513"
34.75'
N12'53'08"W 34.73'
R4
(310.10')
(6'25'19")
(34.74')
(N12'48'52"W 34.72')
R8
(310.10')
(6'33'02')
(35.45')
(N12'47'53"W 35.43')
R10
(310.10')
(6'25'06")
(34.74')
(N12-48-56"W 34.72')
APPROXIMATE PROJECT LIMITS FOR INTERSECTION OF
SW COLORADO AVENUE AND SW COLUMBIA STREET:
SW COLORADO AVENUE - STATION 25+50 - 34+00
SW COLUMBIA STREET - STATION 7+50 - 14+50
F
HUTES COUNTY SUR1iEYOF�D �� �4 � BY:�VnblL&
REGISTERED
PROFESSIONAL
LAND SURVEYOR
fz'o-��P- palvl4e
FMJACOB
REGON
CH 8, 2016 D. POWELL
90744PLS
RENEWS:12/31/20
go 20366
RECORD OF SURVEY
LOCATED IN THE EAST 1/2 OF SECTION 6, AND THE WEST
SECTION 5, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE
CITY OF BEND, DESCHUTES COUNTY, OREGON
(PRE -CONSTRUCTION SURVEY)
OCTOBER, 2020
1/2 of
MERIDIAN,
CONTROL TABLE
CONTROL POINT
NORTHING
EASTING
ALIGNMENT
STATION
OFFSET
REMARKS
1
380997.527
3289537.835
COLORADO
37+26.33
30.41 LEFT
2
380698.594
3289069.129
COLORADO
3+30.15
38.30 LEFT
3
380433.104
3289348.113
NA
NA
NA
4
380366.340
3288990.819
COLUMBIA
7+40.78
37.21 LEFT
5
380932.779
3288880.178
COLUMBIA
13+11.89
23.05 RIGHT
6
380606.597
3288720.755
COLORADO
27+74.97
49.83 LEFT
7
381134.421
3288616.242
COLUMBIA
16+41.39
28.37 LEFT
8
381374.763
3288511.886
COLUMBIA
19+07.37
22.84 RIGHT
9
381724.909
3288463.696
COLUMBIA
22+61.36
21.12 LEFT
10
381963.85
3288508.242
COLUMBIA
25+00.19
24.03 RIGHT
11
382176.12
3288425.369
COLUMBIA
27+12.67
58.30 LEFT
DISTURBED/DESTROYED
11
SAME
SAME
SIMPSON
49+36.73
24.50 LEFT
SAME
12
382079.032
3288732.286
SIMPSON
52+55.43
20.80 RIGHT
DISTURBED/DESTROYED
13
382074.106
3289059.953
SIMPSON
55+79.45
28.21 LEFT
14
382194.049
3288141.527
SIMPSON
46+58.75
20.86 LEFT
15
382438.271
3288463.862
COLORADO
29+74.72
19.13 LEFT
16
382529.819
3288717.752
NA
NA
NA
17
382512.904
3289009.824
NA
NA
NA
{"Z)UMt UUNIKUL MUNUMtNIJ MAY HAVt bLtN SUddl:UI IU UIJIUKbAN(;t JINUL bLINU tJIAbLIZ)HtU IN IHL hItLU hKUM JUUK(;tJ NUI LIMIItU
TO UTILITY WORK, LANDSCAPING, ETC.
SW SIMPSON AVENUE MONUMENT TABLE
MONUMENT
STATION
OFFSET
DESCRIPTION
REMARKS
146
50+58.21
104.18 RIGHT
PK NAIL UNKNOWN ORIGIN
AGREES WITH EAST ROW COLUMBIA
148
50+80.27
40.00 LEFT
5/8" IR W/YPC "C.W.E.C." PER R2
HELD FOR ORIGINAL NORTH ROW
149
50+48.64
50.00 LEFT
5/8" IR W/YPC "W&H PACIFIC" PER R28
HELD FOR CURRENT NORTH ROW
150
55+78.91
39.76 LEFT
5/8" IR PER R11
NOT HELD, BENT TIED POE
151
55+18.91
50.00 LEFT
5/8" IR W/YPC "W&H PACIFIC" PER R31
HELD, NORTH ROW
154
55+78.91
45.00 RIGHT
5/8" IR W/YPC "C.W.E.C." PER R2
HELD, SOUTH ROW, BENT TIED POE
155
50+26.04
85.82 LEFT
5/8" IR W/YPC "C.W.E.C." PER R2
HELD FOR COLUMBIA EAST ROW
156
49+42.81
45.08 RIGHT
5/8" IR W/YPC "C.W.E.C." PER R2
HELD, SOUTH ROW
157
49+19.85
40.00 RIGHT
5/8" IR W/YPC "C.W.E.C." PER R2
HELD, SOUTH ROW
158
47+78.44
40.33 RIGHT
5/8" IR W/YPC "C.W.E.C." PER R2
NOT HELD
159
48+87.56
40.00 LEFT
5/8" IR PER R2
HELD, NORTH ROW
160
43+84.83
39.30 LEFT
5/8" IR W/YPC "HWA" PER R15
HELD, NORTH ROW
161
41+70.84
49.62 RIGHT
5/8" IR W/DAMAGED YPC PER R24
NOT HELD
162
45+07.35
50.15 RIGHT
5/8" IR W/YPC PER R24
HELD, SOUTH ROW
163
39+20.78
40.00 LEFT
5/8" IR W/YPC "HWA" PER R16
HELD, NORTH ROW, BENT TIED POE
**164 SEE BELOW
43+65.57
50.00 RIGHT
5/8" IR W/YPC "HWA" PER R24
HELD, SOUTH ROW PT ONLY, STATIONING ON CURVE
**164 SEE BELOW
43+75.71
49.16 RIGHT
SAME MONUMENT AS ABOVE
STATIONING ON TANGENT
173
55+79.05
44.85 LEFT
5/8" IR PER R11
BENT TIED POE
174
55+18.91
45.00 LEFT
5/8" IR PER R11
HELD, ORIGINAL NORTH ROW, BENT TIED POE
175
55+18.91
40.00 RIGHT
5/8" IR W/YPC "C.W.E.C." PER R2
HELD, SOUTH ROW, BENT TIED POE
176
55+78.91
40.00 RIGHT
5/8" IR W/YPC "C.W.E.C." PER R2
HELD, SOUTH ROW, BENT TIED POE
177
46+15.57
39.76 RIGHT
5/8" IR W/YPC "C.W.E.C." PER R2
NOT HELD
**DUE TO THE GEOMETRY OF THE ALIGNMENT, TRANSITION AREA CENTERLINE NOT TANGENT TO THE CURVE AT THE PT, AND LOCATION OF 164, THIS
ALLOWS FOR 2 POSSIBLE STATIONS AND OFFSETS. A LINE ON EACH SIDE OF THE PT FROM THE MONUMENT CAN INTERSECT THE CENTERLINE
PERPENDICULARLY.
SW COLUMBIA STREET MONUMENT TABLE
MONUMENT
STATION
OFFSET
DESCRIPTION
REMARKS
112
6+98.19
40.00 RIGHT
5/8" IR W/DAMAGED YPC PER R22
HELD, EAST ROW, AND FOR SOUTH ROW SW COLUMBIA ST (PVT)
114
6+49.08
40.00 RIGHT
5/8" IR W/YPC "HWA" PER R22
HELD, SOUTHEAST CORNER ROW
116
7+85.00
40.00 RIGHT
5/8" IR W/YPC "HWA" PER R22
HELD, EAST ROW, AND FOR NORTH ROW SW COLUMBIA ST (PVT)
117
6+30.02
41.78 LEFT
5/8" IR W/YPC "HWA" PER R22
HELD FOR SOUTH LINE BUT NOT WEST ROW, BEARS N60'47'21"E 0.17'
118
9+05.00
40.00 LEFT
5/8" IR PER R4
HELD, WEST ROW, BENT TIED POE
119
9+50.00
63.38 RIGHT
5/8" IR W/YPC "HWA" PER R22
HELD FOR CURRENT SOUTH ROW COLORADO
120
9+05.00
40.00 RIGHT
5/8" IR W/YPC "HWA" PER R22
HELD, EAST ROW
123
10+95.00
40.00 LEFT
5/8" IR W/YPC "C.W.E.C" PER R2
AGREES WITH WEST ROW AND STA110NING
124
13+82.30
40.00 RIGHT
5/8" IR PER R17
HELD, EAST ROW, BENT TIED POE
125
10+94.84
40.00 RIGHT
5/8" IR PER R2
NOT HELD, AGREES WITH EAST ROW BUT NOT STATIONING
126
11+87.98
40.00 RIGHT
5/8" IR W/YPC "W&H PACIFIC" PER R25
HELD, EAST ROW
136
16+29.90
39.88 LEFT
5/8" IR W/YPC "NEARY PLS 2384" PER R35
NOT HELD
137
16+29.86
44.81 LEFT
5/8" IR W/YPC "NEARY PLS 2384" PER R35
NOT HELD
138
16+79.47
39.86 LEFT
5/8" IR PER R2
NOT HELD, BENT TIED POE
139
16+79.65
40.00 RIGHT
5/8" IR PER R2
HELD, EAST ROW AND PC OF ALIGNMENT, BENT TIED POE
140
21+15.13
40.00 RIGHT
5/8" IR W/YPC "W&H PACIFIC" PER R9
HELD, EAST ROW
141
19+53.97
40.00 LEFT
5/8" IR PER R2
HELD, WEST ROW AND PT OF ALIGNMENT
142
18+68.19
40.16 RIGHT
5/8" IR W/YPC "W&H PACIFIC" PER R9
NOT HELD
143
18+72.94
40.00 LEFT
5/8" IR W/ILLEGIBLE YPC PER R35
HELD, WEST ROW
144
21+23.36
40.00 LEFT
5/8" IR PER R2
HELD, WEST ROW, BENT TIED POE
145
22+69.98
40.00 RIGHT
5/8" IR W/YPC "W&H PACIFIC" PER R9
HELD, EAST ROW
146
25+65.52
40.00 RIGHT
PK NAIL UNKNOWN ORIGIN
AGREES WITH EAST ROW
147
24+43.25
40.00 LEFT
5/8" IR PER R2
HELD, WEST ROW
148
27+03.99
85.82 RIGHT
5/8" IR W/YPC "C.W.E.C." PER R2
HELD FOR ORIGINAL NORTH ROW SIMPSON
149
27+19.13
56.31 RIGHT
5/8" IR W/YPC "W&H PACIFIC" PER R28
HELD FOR CURRENT NORTH ROW SIMPSON
155
27+58.22
40.00 RIGHT
5/8" IR W/YPC "C.W.E.C." PER R2
HELD, EAST ROW
156
26+43.06
63.91 LEFT
5/8" IR W/YPC "C.W.E.C." PER R2
HELD FOR SOUTH ROW SIMPSON
157
26+51.91
85.82 LEFT
5/8" IR W/YPC "C.W.E.C." PER R2
HELD FOR SOUTH ROW SIMPSON
159
27+36.16
104.18 LEFT
5/8" IR PER R2
HELD FOR NORTH ROW SIMPSON
165
30+12.18
40.00 RIGHT
5/8" IR W/YPC "WHPACIFIC" PER R31
HELD, EAST ROW
166
30+72.18
40.00 RIGHT
5/8" IR W/YPC "WHPACIFIC" PER R31
HELD, EAST ROW
167
30+38.43
40.00 LEFT
5/8" IR W/YPC "W&H PACIFIC" PER R14
HELD, WEST ROW
168
32+37.04
40.00 RIGHT
5/8" IR W/YPC "W&H PACIFIC" PER R28
HELD, EAST ROW
169
15+70.00
40.19 RIGHT
5/8" IR PER R29
NOT HELD, AGREES WITH STATIONING BUT NOT EAST ROW, BENT TIED POE
170
15+70.00
45.00 RIGHT
5/8" IR W/YPC "HWA" PER R29
HELD, EAST ROW
171
24+29.67
40.17 RIGHT
5/8" IR PER R26
NOT HELD, UNDER SIDEWALK
178
6+64.78
39.83 LEFT
5/8" IR PER R4
NOT HELD, BENT TIED SPIN HOLE
// / ZZ20
REGISTERED
PROFESSIONAL
LAND SURVEYOR
r!Jp�
OREGON
M',A0.RCH 8, 2016
D. POWELL
90744PLS
SHEET 4 OF 5
EILEN
CHUTES COUNTY SURVEYOR
D /! /9 2020 6Y: Ovnktl
N
0
C"
4"
� 20366
REFERENCES
( )R1 RECORD INFORMATION PER MAJOR PARTITION MJP-80-21, BY JAN M. WICK
(1539 LS), RECORDED MAY, 21, 1980, PARTITION PLAT CABINET 1, PAGE 152,
ORDC, AND FILED AS CS03748, DCSO.
( )R2 RECORD INFORMATION PER PLAT OF "SHEVLIN CENTER", BY GARY W. HICKMAN
(1678 LS), RECORDED JULY 23, 1981, PLAT CABINET C, PAGE 27, ORDC, AND
FILED AS CS09725, DCSO.
( )R3 RECORD INFORMATION PER MINOR PARTITION MP-7-82, BY GARY W. HICKMAN
(1678 LS), FILED MARCH 18, 1983 AS CS03750, DCSO.
( )R4 RECORD INFORMATION PER MAJOR PARTITION MP-1-84, BY GARY W. HICKMAN
(1678 LS), RECORDED JULY 19, 1984, PARTITION PLAT CABINET 1, PAGE 193,
ORDC, AND FILED AS CS03720, DCSO.
( )R5 RECORD INFORMATION PER PLAT OF-COLORADO POINT", BY GARY W. HICKMAN
(1678 LS), RECORDED DECEMBER 18, 1985, PLAT CABINET 1, PAGE 172, ORDC,
AND FILED AS CS06464, DCSO.
( )R6 RECORD INFORMATION PER CS06465, BY JAMES R. TYE (1104 LS), FILED APRIL
19, 1988, DCSO.
( )R7 RECORD INFORMATION PER PLAT OF "SHEVLIN CENTER BUSINESS PARK PHASE I",
BY MICHAEL L TOMPKINS (2033 LS), RECORDED APRIL, 19, 1989, PLAT CABINET
C, PAGE 307, ORDC, AND FILED AS CS09726, DCSO.
( )R8 RECORD INFORMATION PER MAJOR PARTITION NO. 1992-48 (MJP-3-90), BY
LYNN J. BRUNO (2335 LS), RECORDED SEPTEMBER 24, 1992, PARTITION PLAT
CABINET 1, PAGE 232, ORDC, AND FILED AS CS11253, DCSO.
( )R9 RECORD INFORMATION PER PLAT OF "SHEVLIN CENTER, PHASE TWO", BY LYNN J.
BRUNO (2335 LS), RECORDED SEPTEMBER 30, 1993, PLAT CABINET D, PAGE 15,
ORDC, AND FILED AS CS11643, DCSO.
( )R10 RECORD INFORMATION PER PARTITION PLAT 1994-47 (MP-2-94), BY JAMES R.
TYE (1104 LS), RECORDED DECEMBER 12, 1994, PARTITION PLAT CABINET 1,
PAGE 393, ORDC, AND FILED AS CS12037, DCSO.
( )R11 RECORD INFORMATION PER PARTITION PLAT 1994-49 (MP-6-94), BY BRIAN W.
REEVES (2677 LS), RECORDED DECEMBER 22, 1994, PARTITION PLAT CABINET 1,
PAGE 396, ORDC, AND FILED AS CS12038, DCSO.
( )R12 RECORD INFORMATION PER CS12204, BY LYNN J. BRUNO (2335 LS), FILED MAY
30, 1995, DCSO.
( )R13 RECORD INFORMATION PER CS12395, BY JERRY C. POWELL (1919 LS), FILED
NOVEMBER 28, 1995, DCSO.
( )R14 RECORD INFORMATION PER PARTITION PLAT 1996-16 (MP-1-95), BY BRIAN W.
REEVES (2677 LS), RECORDED APRIL 19, 1996, PARTITION PLAT CABINET 1,
PAGE 489, ORDC, AND FILED AS CS12558, DCSO.
( )R15 RECORD INFORMATION PER PARTITION PLAT 1996-32 (MP-96-81), BY DAVID R.
WILLIAMS (2686 LS), RECORDED JULY 11, 1996, PARTITION PLAT CABINET 1,
PAGE 516, ORDC, AND FILED AS CS12643, DCSO.
( )R16 RECORD INFORMATION PER PLAT OF "WESTSIDE VILLAGE", BY DAVID R. WILLIAMS
(2686 LS), RECORDED MAY 5, 1997, PLAT CABINET D, PAGE 375, ORDC, AND
FILED AS CS12924, DCSO.
( )R17 RECORD INFORMATION PER PLAT OF "SHEVLIN CENTER, PHASE THREE", BY BRIAN
W. REEVES (2677 LS), RECORDED JUNE 30, 1997, PLAT CABINET D, PAGE 419,
ORDC, AND FILED AS CS12991, DCSO.
( )R18 THIS RECORD HAS BEEN OMITTED FROM SURVEY.
( )R19 RECORD INFORMATION PER PARTITION PLAT 1998-56 (MP-98-98), BY KENNETH
A. FISHER (2802 LS), RECORDED NOVEMBER 6, 1998, PARTITION PLAT CABINET
1, PAGE 709, ORDC, AND FILED AS CS13448, DCSO.
( )R20 RECORD INFORMATION PER CS13525, BY JERRY D. STICHLER (2527 LS), FILED
FEBRUARY 8, 1999, DCSO.
( )R21 THIS RECORD HAS BEEN OMITTED FROM SURVEY.
( )R22 RECORD INFORMATION PER PLAT OF "MILL POINT RIVERBEND P.U.D.", BY DAVID
R. WILLIAMS (2686 LS), RECORDED DECEMBER 11, 2002, PLAT CABINET F, PAGE
322, ORDC, AND FILED AS CS15193, DCSO.
( )R23 RECORD INFORMATION PER CS15925, BY BRIAN W. REEVES (2677 LS), FILED
JUNE 22, 2004, DCSO.
( )R24 RECORD INFORMATION PER CS16059, BY DAVID R. WILLIAMS (2686 LS), FILED
SEPTEMBER 16, 2004, DCSO.
( )R25 RECORD INFORMATION PER CS16836, BY DANIEL E. WOBBE (2825 LS), FILED
MARCH 29, 2006, DCSO.
( )R26 RECORD INFORMATION PER CS16884, BY MICHAEL W. TYE (1046 LS), FILED MAY
9, 2006, DCSO.
( )R27 RECORD INFORMATION PER CS17152, BY BRIAN W. REEVES (2677 LS), FILED
DECEMBER 19, 2006, DCSO.
( )R28 RECORD INFORMATION PER PARTITION PLAT 2006-78, BY DANIEL E. WOBBE
(2825 LS), RECORDED DECEMBER 19, 2006, PARTITION PLAT CABINET 3, PAGE
364, ORDC, AND FILED AS CS17161, DCSO.
( )R29 RECORD INFORMATION PER PLAT OF "VISION PLAZA CONDOMINIUMS", BY DAVID
R. WILLIAMS (2686 LS), RECORDED AUGUST 20, 2007, PLAT CABINET H, PAGE
428, ORDC, AND FILED AS CS17461, DCSO.
( )R30 RECORD INFORMATION PER PARTITION PLAT 2008-6, BY DANIEL E. WOBBE (2825
LS), RECORDED FEBRUARY 4, 2008, PARTITION PLAT CABINET 3, PAGE 566,
ORDC, AND FILED AS CS17641, DCSO.
( )R31 RECORD INFORMATION PER CS18624, BY ANDREW N. HUSTON (61407 LS), FILED
DECEMBER 4, 2013, DCSO.
( )R32 THIS RECORD HAS BEEN OMITTED FROM SURVEY.
( )R33 RECORD INFORMATION PER PARTITION PLAT 2016-29, BY DIRK P. DURYEE
(65694 LS), RECORDED DECEMBER 13, 2016, PARTITION PLAT CABINET 4, PAGE
377, ORDC, AND FILED AS CS19268, DCSO.
( )R34 RECORD INFORMATION PER CS19750, BY PATRICK GAGE COLE (79157 LS), FILED
SEPTEMBER 25, 2018, DCSO.
( )R35 RECORD INFORMATION PER CS12427, BY TODD F. NEARY (2384 LS), FILED
DECEMBER 19, 1995, DCSO.
( )R36 RECORD INFORMATION PER CITY OF BEND ORDINANCE NO. NS-1348, RECORDED
DECEMBER 21, 1981, VOLUME 351, PAGE 850, DESCHUTES COUNTY DEED
RECORDS.
( )R37 RECORD INFORMATION PER DEDICATION WARRANTY DEED, RECORDED MARCH 4,
2003 AS INSTRUMENT NUMBER 2003-14595, ORDC.
( )R38 RECORD INFORMATION PER DEDICATION WARRANTY DEED, RECORDED NOVEMBER
15, 2005 AS INSTRUMENT NUMBER 2005-78287, ORDC
( )R39 RECORD INFORMATION PER PLAT OF -COLUMBIA VIEW SUITES CONDOMINIUMS% BY
JAMES R. TYE (1104 LS), RECORDED JUNE 04, 2008, PLAT CABINET H, PAGE
733, ORDC, AND FILED AS CS17741, DCSO.
RECORD OF SURVEY
LOCATED
IN THE EAST
1/2 OF
SECTION 6, AND
THE WEST 1/2 OF
SECTION
5,
TOWNSHIP
18
SOUTH,
RANGE
12
EAST,
WILLAMETTE
MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
(PRE -CONSTRUCTION SURVEY)
OCTOBER, 2020
SW COLORADO AVENUE MONUMENT TABLE
MONUMENT
STATION
OFFSET
DESCRIPTION
REMARKS
100
34+53.27
47.84 RIGHT
3-1/2- DCSO ALUMINUM CAP
COCS CONTROL PT 1 (GIS 0013), NOT HELD FOR ROW
101
36+41.35
40.00 RIGHT
3-1/2" BRASS CAP "CENTURY WEST ENGINEERING CORP.", PER R7
HELD, SOUTH ROW
102
36+41.35
50.00 RIGHT
5/8" IR W/YPC "HWA" PER R22
HELD FOR CURRENT SOUTH ROW
103
35+63.74
40.00 LEFT
1/2" IR IN SIDEWALK PER R17
HELD, NORTH ROW
104
33+91.80
40.00 LEFT
5/8" IR W/YPC "W&H PACIFIC" PER R17
HELD, NORTH ROW
105
32+30.05
40.00 LEFT
5/8" IR W/DAMAGED YPC PER R2
HELD, NORTH ROW AND FOR PC STATIONING OF ALIGNMENT
106
33+55.92
50.00 RIGHT
5/8" IR PER R22
HELD FOR CURRENT SOUTH ROW
107
32+90.64
40.00 RIGHT
5/8" IR PER R4
HELD FOR ORIGINAL SOUTH ROW
108
32+30.40
50.12 RIGHT
5/8" IR PER R22
NOT HELD
109
30+95.00
40+00 RIGHT
5/8" IR PER R2
HELD FOR ORIGINAL SOUTH ROW
110
33+58.96
65.28 RIGHT
2" ALUMINUM CAP PER CS03743
EAST 1/4 CORNER SECTION 6, NOT HELD FOR ROW
118
29+60.00
95.00 RIGHT
5/8" IR PER R4
HELD FOR WEST ROW COLUMBIA, BENT TIED POE
119
30+63.38
50.00 RIGHT
5/8" IR W/YPC "HWA" PER R22
HELD FOR CURRENT SOUTH ROW
120
30+40.00
95.00 RIGHT
5/8" IR W/YPC "HWA" PER R22
HELD FOR EAST ROW COLUMBIA
121
29+05.00
40.00 RIGHT
5/8" IR PER R4
HELD, SOUTH ROW
122
28+34.33
40.00 RIGHT
5/8" IR PER R10
HELD, SOUTH ROW AND PT OF ALIGNMENT
123
29+60.00
95.00 LEFT
5/8" IR W/YPC "C.W.E.C." PER R2
AGREES WITH COLUMBIA WEST ROW AND STATIONING
125
30+40.00
94.84 LEFT
5/8" IR PER R2
NOT HELD, AGREES WITH COLUMBIA EAST ROW BUT NOT STATIONING
129
26+67.06
40.00 LEFT
5/8" IR PER R5
HELD, NORTH ROW
130
24+61.67
40.14 LEFT
5/8" IR W/YPC "SCE&S" PER R6
NOT HELD
131
23+50.24
40.17 LEFT
5/8" IR W/YPC "C.W.E.C." PER R5
NOT HELD
132
23+31.75
40.00 RIGHT
5/8" IR PER R10
HELD, SOUTH ROW, BENT TIED POE
133
25+21.57
40.00 RIGHT
5/8" IR W/YPC "C.W.E.C." PER R2
HELD, SOUTH ROW AND PC OF ALIGNMENT
134
25+21.77
40.00 LEFT
5/8" IR PER R2
NOT HELD, AGREES WITH NORTH ROW BUT NOT PC STATIONING OF ALIGNMENT
135
26+22.16
40.00 RIGHT
5/8" IR PER R10
HELD, SOUTH ROW, BENT TIED POE
152
43+18.51
40.00 RIGHT
5/8" IR PER PARTITION PLAT 1993-26 (MP-1-93) CS11453
AGREES WITH SOUTH ROW, DID NOT RESOLVE STATIONING OF PT
DESCHUTES COUNTY SURVEYOR
FILED l�ll9�2a2o BY: bvnkt4
�i 1171alozo
REGISTERED
PROFESSIONAL
LAND SURVEYOR
-91
OREGON
MARCH 8, 2016
JACOB D. POWELL
90744PLS
SHEET 5 OF 5