HomeMy WebLinkAboutSurvey 21732FOUND MONUMENTS
163
2-1/2" BRASS DISK WITH PUNCH MARKED
"HAWTHORNE SES"
204535.60 N, 246983.37 E
STA: 5+60.01, 30.00 R (HAWTHORNE-W)
STA: 9+70.01, 30.00 L (HILL)
[CS 07389]
HELD
164
3/4" I P
204535.60 N, 246933.33 E
STA: 5+09.97, 29.99 R (HAWTHORNE-W)
[ORIGIN UNKNOWN]
165
5/8" IR
204535.27 N, 246733.58 E
STA: 3+10.22, 30.26 R (HAWTHORNE-W)
[FOUND IN CS 029791
HELD AS 30.26' FROM HAWTHORNE AVE
CENTERLINE PER CS 02979
171
1/2" I P
204535.62 N, 247093.41 E
STA: 6+70.04, 30.04 R (HAWTHORNE-W)
[FOUND IN CS 214851
172
3/4" I P
204535.68 N, 247143.44 E
STA: 7+20.06, 30.00 R (HAWTHORNE-W)
[FOUND IN CS 119251
HELD ON S'LY R/W LINE HAWTHORNE AVE
174
1/2" IR
204596.17 N, 247143.11 E
STA: 7+19.78, 30.49 L (HAWTHORNE-W)
[FOUND IN CS 152461
175
5/8" IR W/YPC MARKED "H.A. McCOY
ENGR"
204595.26 N, 247043.55 E
STA: 6+20.21, 29.63 L (HAWTHORNE-W)
STA: 10+29.64, 30.20 R (HILL)
[CS 20518]
176
5/8" IR W/RPC MARKED
"H.A. McCOY ENGR, REF MON"
204596.78 N, 246982.70 E
STA: 5+59.35, 31.18 L (HAWTHORNE-W)
STA: 10+31.18, 30.65 L (HILL)
[ORIGIN UNKNOWN]
_,---MONUMENT FALLS
S38033'35"W 0.15' FROM
PROJECTED CENTERLINE
CURVE DATA
177
202
FAINT SCRIBED W IN SIDEWALK
5/8" IR W/YPC MARKED %S 1919"
204595.28 N, 246732.74 E
204802.24 N, 246232.51 E
STA: 3+09.39, 29.75 L (HAWTHORNE-W)
STA: 0+57.18, 40.00 R (OREGON)
[CS 053541
[CS 166601
HELD ON SW'LY R/W LINE OF OREGON AVE
180
5/8" IR
203
204755.65 N, 247143.40 E
5/8" IR, DOWN 0.4'
[CS 158431
204866.63 N, 246281.52 E
STA: 0+55.37, 40.90 L (OREGON)
181
[ORIGIN UNKNOWN]
5/8" IR W/YPC - ILLEGIBLE
204755.51 N, 246983.36 E
204
STA: 11+89.90, 29.96 L (HILL)
1/2" IR
[CS 180031
204709.27 N, 246478.38 E
STA: 3+07.39, 40.56 L (OREGON)
183
[CS 053361
1/2" IR
204895.34 N, 246728.67 E
205
STA: 13+29.71, 125.33 R (HARRIMAN)
1-1/4" COPPER DISK MARKED "OTAK INC."
[ORIGIN UNKNOWN]
204589.76 N, 246417.19 E
[CS 18010]
184
1/4" I R
206
BENT, TIED AT SPIN HOLE
1-1/4" COPPER DISK MARKED "OTAK INC."
204955.40 N, 246783.46 E
204629.67 N, 246449.00 E
[ORIGIN UNKNOWN]
STA: 3+34.04, 40.00 R (OREGON)
[CS 18010]
185
HELD ON SW'LY R/W LINE OF OREGON AVE
5/8" IR W/YPC MARKED "HWA"
UP 0.3'
207
20489S.72 N, 247093.28 E
1-1/4" COPPER DISK MARKED "OTAK INC."
[CS 158431
204684.92 N, 246379.58 E
STA: 2+45.31, 40.07 R (OREGON)
186
[CS 180101
5/8" IR W/YPC MARKED "HWA"
204895.46 N, 247143.11 E
212
[CS 158431
1-1/2" IRON ROD INSIDE PAVED OVER
MONUMENT BOX, DOWN 1.0 FEET
191
204565.61 N, 247013.35 ESTA:
5/8" IR W/YPC MARKED "AKS ENGR."
5+90.00, 0.00 R (HAWTHORNE)
204955.48 N, 247042.92E
STA: 10+00.00, 0.00 R (HILL)
STA: 13+89.86, 29.65 R (HILL)
[FOUND IN CS 02979]
[CS 179971
HELD
192
213
5/8" IR W/YPC MARKED "AKS ENGR."
BRASS SCREW IN CONCRETE INSIDE
205095.43 N, 247043.25 E
MANHOLE
STA: 15+29.81, 30.00 R (HILL)
204957.81 N, 246101.28 E
[CS 179971
[FOUND IN CS 053361
193
401
5/8" IR W/YPC MARKED "AKS ENGR."
3/4" IP
205095.53 N, 247143.25 E
204955.37 N, 246683.28 E
[CS 179971
STA: 13+89.79, 80.00 R (HARRIMAN)
[FOUND IN CS 053621
201
HELD
5/8" IR W/YPC MARKED "W&H PACIFIC"
204590.71 N, 246499.74 E
402
STA: 3+98.00, 38.84 R (OREGON)
5/8" IR W/YPC - ILLEGIBLE
[CS 130571
204955.52 N, 246883.27 E
[CS 05355]
STA: 0+00.00 BEGIN (OREGON)
204869.16 N, 246212.73 E
1
#29
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CONTROL., RECOVERY & RETRACEMENT SURVEY
LOCATED IN THE NORTHEAST 1/4 & SOUTHEAST 1/4 OF SECTION 32,
AND IN THE NORTHWEST 1/4 & SOUTHWEST 1/4 OF SECTION 33, T17S, R12E, W.M.,
CITY OF BEND, DESCHUTES COUNTY, OREGON
CLIENT: CITY OF BEND
DATE: 3/10/2026
N
BEND - z
BLOCK 14
M
o_
.Lp'L 1 x00 o �
2 / z CSC
2
O 3
O� +
N
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O 4
O,Q� 5
OREGON STREET MALL 006�s,F 3 30' 30' i
x00
\ o
0
H
vro \ 4x00
PUTNAM POINTE
MASTER T
CONDOMINIUM tio1
C1
L=86.29'
(86.29' (PN 1994-8))
(86.29' (CS 13057))
R=187.76'
(187.76' (PN 1994-8))
(187.76' (CS 13057))
A=26°19'56"
(26°19'51" (PN 1994-8))
(26°19'56" (CS 13057))
CHD=S59054'13"E 85.53'
(N59°53'05"W 85.53' (PN 1994-8))
(N59052'30"W 85.53' (CS 13057))
GREENWOOD AVE
iaoK°2
i
14
Ak
13
BEND
BLOCK 22
11
I
12
10 9 8
NO- NO �p1
IRVING AVE
1003 . #30
BEND
BLOCK 21
1
1
3 4
5
6 7
BEND
BLOCK 21
14
13
12
11
10
9
8
�p5 1 /-1 111 0
JP S72°08'35"W 2+00 3+00 4+00 "' 5+00
If
C. 31.51' STA: 1+80. BEGIN (HAWTHORNE-W '
? #28 ) N 89059'01" E 409.65'
STA: 10+00.00 (HARRIMAN) HAWTHORNE AVE
STA: 5+00.00 END (OREGON) 204565.50 N, 246603.70 E
STA: 9+92.00 (HARRIMAN)
204557.50 N, 246603.71 E
ARTITION PLAT z
DESCHUTES COUNTY SURVEYOR 1994-s cn 2
PARCEL 2 °
p/pqJ& 2& . co � I r�s Z Q
FILE _
30'-1-30'-•
�$ 2 1132
40
I
An,
BEND
BLOCK 20
0
0
I
H
1g3
191
- #12 0 1006
110
N SHEET LAYOUT
CaC N NOT TO SCALE
_ GREENWOOD AVE
ZO�FG 1 2 - 3 - -IRVING AVE
0
ti L
9L
IUAWTHORF
,77
N
2 m N N
6 GREELEY AVE 5
FRANKLIN AVE
N
y
E AVE
N
LEGEND:
•
FOUND MONUMENT
PROJECT CONTROL POINT
(HARRIMAN)
HARRIMAN STREET CENTERLINE ALIGNMENT
(HAWTHORNE-W)
HAWTHORNE AVENUE CENTERLINE ALIGNMENT
WEST OF HWY 97 CENTERLINE
(HILL)
HILL STREET CENTERLINE ALIGNMENT
(OREGON)
OREGON AVENUE CENTERLINE ALIGNMENT
( )
RECORD DATA PER REFERENCE NOTED
[ ]
ORIGIN OR FIRST RECORD OF MONUMENT
AP
ANGLE POINT
DN
DOCUMENT NUMBER, DESCHUTES COUNTY OFFICIAL RECORDS
CS
COUNTY SURVEY, DESCHUTES COUNTY SURVEY RECORDS
L
LEFT
R
RIGHT
R/W
RIGHT-OF-WAY
W/YPC
WITH YELLOW PLASTIC CAP
RESOLVED RIGHT-OF-WAY LINE
UNRESOLVED RIGHT-OF-WAY LINE OR TAX PARCEL LINE
PROJECT CONTROL
10
SET 1-1/8" BRASS DISK MARKED "KPFF CONTROL"
204543.28 N, 247037.80 E
11
SET 1-1/8" BRASS DISK MARKED "KPFF CONTROL"
204734.71 N, 247038.62 E
12
FOUND 1" COPPER DISK MARKED "DOWL CONTROL"
204900.63 N, 247039.70 E
13
FOUND 1" COPPER DISK MARKED "DOWL REF MON"
205260.48 N, 247042.22 E
27
SET 1-1/8" BRASS DISK MARKED "KPFF CONTROL"
204537.80 N, 246802.55 E
28
SET 1-1/8" BRASS DISK MARKED "KPFF CONTROL"
204548.83 N, 246584.47 E
29
SET 1-1/8" BRASS DISK MARKED "KPFF CONTROL"
204895.53 N, 246578.25 E
30
SET 1-1/8" BRASS DISK MARKED "KPFF CONTROL"
204900.26 N, 246791.14 E
REGISTERED
PROFESSI AL
LAND VEYOR
OREGON
MARCH 14, 2017
SCHUYLER JOEL DURY
78326
RENEWAL 12/31/2027
NOTE:
ALL RIGHT-OF-WAY LINES SHOWN HEREON
ARE PARALLEL WITH CORRESPONDING
CENTERLINE, UNLESS OTHERWISE NOTED.
SCALE
60 0 30 60 120
1 INCH = 60 FEET
SHEET 10F 7
FILE: 2400511-RS
111 SW Fifth Ave., Suite 2400
Portland, OR 97204
0: 503.227.3251
F: 503.224.4681
www.kpff.com
DESCHUTES COUNTY SURVEYOR
FILED. o� Za2� gy Co �' s
GREENWOOD AVE
- #14
BEND
BLOCK 25
3
4
AL
5
6
7
,�93 1gCk 196 1g5
3
19Z
IRVING AVE
10010 1001 � 1009
19L
BEND
AL
BLOCK 26
STA: 266+50.00,
5E
3
AL
4
5
6
i
1q,0 119 110'
#31
Uj
N
a
H
0
0
N
30'
30'
0
0
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STATE OF OR
DN 95-12734 #33
BEND STATE OF OREGON
BLOCK 26 DN 97-21296
STA: 268+30.00 AP, 70.00 R
STA: 268+55.00 AP,105.00 R
STA: 268+55.53 AP, 107.60 R
STA: 268+68.83 AP, 107.00 R
STA: 268+75.00, 180.00 R
12 I 11
10 9 � -- 8
1
13 - STA: 10+00.00 END (HAWTHORNE-W)
11 10' WIDE R/W m
DN2020-49730 8+00 SEE DETAIL'A' 204565.84 N, 247423.35 E
�
----I-�
N 89 58 07,�E 410.00, STA: 10+00.00 BEGIN (HAWTHORNE-E)
HAWTHORNE AVE M 204565.56 N, 247423.35 E
11'1. STA: 269+28.83 AP, 92.34 R
STATE OF OREGON
DN 98-41464
STA: 269+40.00 AP, 70.00 R
R/W EASEMENT
DN 98-41464
BEND STA: 269+79.64 AP, 57.04 R
BLOCK 27 STA: 269+86.00, 56.92 R
CS1732
I
0
+
tD
w
N
PERMANENT
HIGHWAY
EASEMENT
DN 94-3619
c o l i I
0
+ 1
0
N
CONTROL, RECOVERY & RETRACEMENT SURVEY
LOCATED IN THE NORTHEAST 1/4 &SOUTHEAST 1/4 OF SECTION 32,
AND IN THE NORTHWEST 1/4 &SOUTHWEST 1/4 OF SECTION 33, T17S, R12E, W.M.,
CITY OF BEND, DESCHUTES COUNTY, OREGON
- #15
BEND
BLOCK 32
STA: 263+00.00 AP, 61.93 L
1
3 14
BEND
BLOCK 32
10 I I 9
-L
I
p
o Q
wcc
W f
w JI I I I
°n o BEND
LL N BLOCK 31
N
o Z,
? � 3 � 4 I 5 �6
I
111
N
FOUND MONUMENTS
CLIENT: CITY OF BEND 113 v�F�, z
DATE: 3/10/2026 5/8" IR O+ C
11A
113
30' 30'
o BEND o
' BLOCK 31
N
STA: 10+27.02 HA I HORNE-E
STA: 268+99.14 (1A-22-18)
204565.57 N, 247450.38 E I ( 9 18 17
12 11 10
STA: 10+90.43 (HAWTHORNS-E) 89-58-29
AT WESTERLY R/W BNSF RAILROAD HELD PER SN 13694
10+50 12+00 13+00
-I - - - i --I- -
STA: 10+30.00 (HAWTHORNE-E) N 89059'01" E 360.49'
AT EASTERLY R/W HWY 97 VACATED HAWTHORNE AVE
1g -
1 STA: 11+56.94 (HAWTHORNE-E)
AT EASTERLY R/W BNSF RAILROAD
STA: 269+50.00 AP, 63.53 L
RAILROAD STA: 30+13.20 (PER ODOT DRAWING 106-3-30)
0
+ I I BEND
N BLOCK 30
1100
0
14+00 15+00 `n
STA: 13+60.49 AP (HAWTHORNE-E)
-#2 STA:10+00.00 (1ST) m
2(
Ljro
0
0
0)
-30' 30'
204705.68 N, 247753.69 E
STA: 11+40.04, 30.05 L (1ST)
[CS 13694]
114
5/8" IR W/YPC - ILLEGIBLE
F
BENT, TIED AT SPIN HOLE
6
204905.60 N, 247753.57 E
\
STA: 13+39.96, 30.03 L (1ST)
[CS 13694]
115
5/8" IR W/YPC - ILLEGIBLE LEGEND:
2 7
SHEET LAYOUT
N NOT TO SCALE
`EIRVING AVE
-HAWTHORNE AVE
05005.E N, 247753.57 E
STA: 14+40.03, 29.95 L (1ST)
FOUND MONUMENT
[CS 13694]
PROJECT CONTROL POINT
116
(1ST)
1ST STREET CENTERLINE ALIGNMENT
SCRIBED'X' WITH BRASS SCREW
& WASHER MARKED "HWA"
(HAWTHORNE-E)
HAWTHORNE AVENUE CENTERLINE ALIGNMENT
205115.66 N, 247813.41 E
EAST OF HWY 97 CENTERLINE
STA: 15+49.98, 29.97 R (1ST)
(HAWTHORNE-W)
HAWTHORNE AVENUE CENTERLINE ALIGNMENT
[CS 173471
WEST OF HWY 97 CENTERLINE
(HWY-97)
DALLES-CALIFORNIA HIGHWAY CENTERLINE ALIGNMENT
117
PER ODOT DRG. NO. 1A-22-18
5/8" IR W/YPC - ILLEGIBLE
( )
RECORD DATA PER REFERENCE NOTED
205255.69 N, 247753.34 E
STA: 16+90.05, 30.00 L (1ST)
[ ]
ORIGIN OR FIRST RECORD OF MONUMENT
[CS 136941
AP
ANGLE POINT
HELD ON W/LY R/W LINE OF 1ST ST
DN
DOCUMENT NUMBER, DESCHUTES COUNTY OFFICIAL RECORDS
118
CS
COUNTY SURVEY, DESCHUTES COUNTY SURVEY RECORDS
5/8" IR W/YPC MARKED "TYE ENGINEERING"
IP
IRON PIPE
204705.65 N, 247580.40 E
IR
IRON ROD
[CS 136941
L
LEFT
119
R
RIGHT
5/8" IR W/YPC MARKED "S&F LAND SERVICES"
R/W
RIGHT-OF-WAY
204525.7E N, 247580.35E
W/YPC
WITH YELLOW PLASTIC CAP
STA: 11+56.99, 39.84 R (HAWTHORNE-E)
[CS 210481
RESOLVED RIGHT-OF-WAY LINE
UNRESOLVED RIGHT-OF-WAY LINE OR TAX PARCEL LINE
126
5/8" IR W/YPC MARKED "TYE ENGINEERING"
194
p
PROJECT CONTROL
204525.66 N, 247753.84 E
3/4" IP INSIDE 2" P
STA: 13+30.48, 39.99 R (HAWTHORNE-E)
I
STA: 9+60.02, 30.03 L (1ST)
205095.28 N, 247193.21 E
[CS 136941
[FOUND IN CS 053551
172
195
3/4�� IP
5/8" IR
204535.68 N, 247143.44 E
205095.54 N, 247293.04 E
STA: 7+20.06, 30.00 R (HAWTHORNE-W)
STA: 263+69.07, 156.90 R (HWY-97)
[FOUND IN CS 119251
[CS 029841
HELD
HELD FOR DALLES-CALIFORNIA HIGHWAY
CENTERLINE PER ODOT DRG. NO. 1A-22-18
173
1/2" IR
196
204595.64 N, 247243.48E
5/8" IR
STA: 8+20.14, 29.89 L (HAWTHORNE-W)
205115.56 N, 247243.33 E
[ORIGIN UNKNOWN]
[FOUND IN CS 152461
174
1/2" IR
204596.17 N, 247143.11 E
STA: 7+19.78, 30.49 L (HAWTHORNE-W)
[FOUND IN CS 152461
178
5/8" IR W/YPC - ILLEGIBLE
204755.71 N, 247243.32 E
[CS 12295]
179
5/8" IR W/YPC MARKED "BAXTER LS 2041"
204755.68 N, 247193.32 E
[CS 12295]
180
5/8" IR
EGISTERED
204755.65 N, 247143.40 E
OFESSIONAL
FLAND,,56RVEYOR
[CS 158431
186
5/8" IR W/YPC MARKED "HWA"
204895.46 N, 247143.11 E
[CS 15843]
OREGON
187 MARCH 14, 2017
5/8" IR SCHUYLER JOEL DURY
204895.62 N, 247193.16 E 78326
[CS 122951 RENEWAL 12/31 /2027
188
5/8" 1 R
204895.59 N, 247243.22 E
[CS 122951 60
189
5/8" IR W/YPC MARKED "LS 1020"
204895.79 N, 247293.20 E
[CS 05357]
190
5/8" 1 R
204955.64 N, 247193.27 E
[CS 02984]
193
5/8" IR W/YPC MARKED "AKS ENGR."
205095.53 N, 247143.25 E
[CS 17997]
1
SET 1-1/8" BRASS DISK MARKED "KPFF CONTROL"
204799.87 N, 247801.56 E
2
SET 1-1/8" BRASS DISK MARKED "KPFF CONTROL"
204550.31 N, 247765.26 E
14
FOUND 1" COPPER DISK MARKED "DOWL REF MON"
205259.88 N, 247369.85 E
15
FOUND 1" COPPER DISK MARKED "DOWL CONTROL"
205263.63 N, 247626.31 E
16
SET 1-1/8" BRASS DISK MARKED "KPFF CONTROL"
205264.13 N, 247809.26 E
31
SET 1-1/8 BRASS DISK MARKED "KPFF CONTROL"
205295.20 N, 247404.66 E
32
SET 1-1/8" BRASS DISK MARKED "KPFF CONTROL"
204943.52 N, 247399.62 E
33
SET 1-1/8" BRASS DISK MARKED "KPFF CONTROL"
204685.73 N, 247393.66 E
NOTE:
ALL RIGHT-OF-WAY LINES SHOWN HEREON
ARE PARALLEL WITH CORRESPONDING
CENTERLINE, UNLESS OTHERWISE NOTED.
SCALE
0 30 60 120
1 INCH = 60 FEET
SHEET 2 OF 7
FILE: 2400511-RS
111 SW Fifth Ave., Suite 2400
Portland, OR 97204
0: 503.227.3251
F: 503.224.4681
www.kpff.com
CM
tv
-#17
CENTER ADDITION
BLOCK 4
4
5
6 7
8 9
m #26 I #25
SEE DETAIL'B' 17+00 18+00
- � - + -
N 89057'24" E 509.47'
HAWTHORNE AVE
M
CENTER ADDITION
BLOCK 6
CONTROL., RECOVERY & RETRACEMENT SURVEY
1°6 LOCATED IN THE NORTHEAST 1/4 & SOUTHEAST 1/4 OF SECTION 32.,
AND IN THE NORTHWEST 1/4 & SOUTHWEST 1/4 OF SECTION 33, T17S, R12E, W.M.,
CITY OF BEND, DESCHUTES COUNTY, OREGON
CLIENT: CITY OF BEND
DATE: 3/10/2026
0
I
Ln
o
I
o
0
0
cn
r-4
I-
11
32
33
Uj
oV)
o�
o
°oo Z
t
NN
GREENWOOD AVE
0
0
-#19
CENTER ADDITION
BLOCK
13
1 2
3
4
5 6
CENTER ADDITION
BLOCK 13
12 11 10 9 8 7
IRVING AVE
19+00 20+00 SEE DETAIL 'C' 21+00
_ _ i i
ST 1A 8+69.96 (HAWTHORNE-E) N 89057'24" E 370.02'
STA: 10+00.00 (2ND) I #23� HAWTHORNE AVE
204566.05 N, 248293.31 E i _
0
0
0)
30' 30'
a
Ln
I
�I
-#20
M N
W
z
CA
W � co
co
N rn
o � Q
C7
N
N
-#21
40'40' -
I
0
22+00
- I-
0
M
I- -,,- - -
1
16
1
16
DESCHUTES COUNTY SURVEYOR
FlLEDo ho�� Bl(o Col ' s
1�9
CENTER ADDITION
BLOCK 20
2 1 3
CENTER ADDITION
BLOCK 20
15 1 14
CENTER ADDITION
BLOCK 21
2 1 3
CENTER ADDITION
BLOCK 21
r �
0 1
23+00 24+00
STA: 22+39.98 (HAWTHORNE-E) N 89057'24" E
STA: 10+00.00 (3RD) o
204566.32 N, 248663.33 E M
rn
- 40'40'
I
R/W EASEMENT
DN 2018-012438
CENTER ADDITION
BLOCK 22
N SHEET LAYOUT
N NOT TO SCALE
J
= GREENWOOD AVE
� DC
1� 2 IRVING AVE
3
F
U- I AWTHORNE AVE
N
2 m V1 N N
0 0
N� M
6 �GREE.LEY AVE 5 r „
L \= - L
FRANKLIN AVE
FOUND MONUMENTS LEGEND:
104
5/8" IR W/YPC - ILLEGIBLE
205496.01 N, 248263.04 E
STA: 19+29.97, 29.97 L (2ND)
[CS 15497]
106
5/8" IR W/YPC MARKED "W&H PACIFIC"
205635.88 N, 248262.96 E
STA: 20+69.84, 30.00 L (2ND)
[CS 15497]
HELD ON W'LY R/W LINE OF 2ND ST
108
1-1/2" ALC MARKED
"ODOT DEPT OF TRANS R/W 1997"
205256.01 N, 248762.02 E
STA: 16+89.66, 98.91 R (3RD)
[CS 12889]
HELD AS 98.91' FROM 3RD ST CENTERLINE
109
1-1/2" ALC MARKED
"ODOT DEPT OF TRANS R/W 1997"
205253.53 N, 248762.01 E
STA: 16+87.18, 98.91 R (3RD)
[CS 12889]
110
5/8" IR W/YPC - ILLEGIBLE
204955.91 N, 248163.29 E
[CS 14005]
112
3-1/4" ALC MARKED "DESCHUTES COUNTY
SURVEYOR'S OFFICE, T17S, R12E,1/4,
32/33, 90744 PLS, 2025"
204843.68 N, 248292.01 E
STA: 12+77.64,1.21 L (2ND)
[OREGON CORNER RESTORATION RECORD
2086]
142
2-1/2"IP
204466.71 N, 248623.14 E
STA: 9+00.40, 40.22 L (3RD)
[CS 06235]
144
5/8" IR W/OPC MARKED "LS 2253"
204596.43 N, 248803.32 E
STA: 23+79.99, 30.00 L (HAWTHORNE-E)
STA: 10+30.06, 140.00 R (3RD)
[CS 17880]
HELD ON N'LY R/W LINE HAWTHORNE AVE
& HELD AS 140.00' FROM 3RD ST
CENTERLINE
145
1/2" IR
204535.74 N, 248523.74 E
STA: 21+00.36, 30.48 R (HAWTHORNE-E)
[FOUND IN CS 06229 & CS 062351
400
5/8" IR W/YPC MARKED "LS 2527"
204605.83 N, 248013.62 E
STA: 15+90.30, 40.00 L (HAWTHORNE-E)
[CS 19957]
HELD
FOUND MONUMENT
A
PROJECT CONTROL POINT
(2ND)
2ND STREET CENTERLINE ALIGNMENT
(3RD)
3RD STREET CENTERLINE ALIGNMENT
(HAWTHORNE-E)
HAWTHORNE AVENUE CENTERLINE ALIGNMENT
EAST OF HWY 97 CENTERLINE
( )
RECORD DATA PER REFERENCE NOTED
[ ]
ORIGIN OR FIRST RECORD OF MONUMENT
DN
DOCUMENT NUMBER, DESCHUTES COUNTY OFFICIAL RECORDS
CS
COUNTY SURVEY, DESCHUTES COUNTY SURVEY RECORDS
ALC
ALUMINUM CAP
IP
IRON PIPE
IR
IRON ROD
L
LEFT
R
RIGHT
R/W
RIGHT-OF-WAY
W/OPC
WITH ORANGE PLASTIC CAP
W/YPC
WITH YELLOW PLASTIC CAP
RESOLVED RIGHT-OF-WAY LINE
UNRESOLVED RIGHT-OF-WAY LINE OR TAX PARCEL LINE
PROJECT CONTROL
17
FOUND 1" COPPER DISK MARKED
"DOWL"
205261.60 N, 248063.81 E
18
SET 1-1/8" BRASS DISK MARKED
"KPFF CONTROL"
205261.36 N, 248263.72 E
19
SET 1-1/8" BRASS DISK MARKED
"KPFF CONTROL"
205261.99 N, 248619.29 E
20
SET 1-1/8" BRASS DISK MARKED
"KPFF CONTROL"
204951.33 N, 248628.80 E
21
SET 1-1/8" BRASS DISK MARKED
"KPFF CONTROL"
204698.27 N, 248631.22 E
22
SET 1-1/8" BRASS DISK MARKED
"KPFF CONTROL"
204538.12 N, 248626.41 E
REGISTERED
PROFESSI NAL
LAND VE OR
OREGON
MARCH 14, 2017
SCHUYLER JOEL DURY
78326
RENEWAL 12/31/2027
23
SET 1-1/8" BRASS DISK MARKED
"KPFF CONTROL"
204543.88 N, 248445.02 E
24
SET 1-1/8" BRASS DISK MARKED
"KPFF CONTROL"
204541.56 N, 248266.05 E
25
FOUND 1" COPPER DISK MARKED
"DOWL CONTROL"
204589.25 N, 248104.64 E
26
FOUND 1" COPPER DISK MARKED
"DOWL CONTROL"
204588.97 N, 247976.40 E
NOTE:
ALL RIGHT-OF-WAY LINES SHOWN HEREON
ARE PARALLEL WITH CORRESPONDING
CENTERLINE, UNLESS OTHERWISE NOTED.
SCALE
60 0 30 60 120
6e%w%iiii -6�
1 INCH = 60 FEET
SHEET 3 OF 7
FILE: 2400511-RS
111 SW Fifth Ave., Suite 2400
Portland, OR 97204
0: 503.227.3251
F: 503.224.4681
www. kpff. com
V3
c�
N
ti
w
IV
CS 2132-
CENTER ADDITION
BLOCK 5
10' WIDE R/W
DN 2019-28866
14 I 13 1 12
15 0 11 10
A A
M #26 SEE D ETAI L' B' #25 17+00 18+00
+
N 89°57'24" E 509.47-
m PAIAITW)PNF AVF
139
1''co,
1''3 1 0 1 " 13�
CONTROL, RECOVERY & RETRACEMENT SURVEY
LOCATED IN THE NORTHEAST 1/4 & SOUTHEAST 1/4 OF SECTION 32,
AND IN THE NORTHWEST 1/4 & SOUTHWEST 1/4 OF SECTION 33, T17S, R12E, W.M.,
CITY OF BEND, DESCHUTES COUNTY, OREGON
CLIENT: CITY OF BEND
DATE: 3/10/2026
30' 30' 
o I CENTER ADDITION ~�
40' 40'
o ( BLOCK 12 I 10' WIDE R/W o
DN 2020-02024
10' WIDE R/W
DN 2020-02024
9 8 7
12 11 10
0
19+00 20+00 SEE DETAIL 'C' 21+00 rn 22+0
_ _ i _ I f _
ST 1A 8 _ +69.96 (HAWTHORNE-E) N 89°5T24" E 370.02' I
STA: 10+00.00 (2ND) #23� HAWTHORNE AVE M
204566.05 N, 248293.31E
•
0
0
0)
30' 30'
I
0
0
+
W L
V
�C
0z
0
o n
N
0
0
+
I
0
o _
0
0
Ln
0
0
I
0
136 c i
10'WIDE R/W I R/W EASEMENT -
DN 2021-07342 DN 2018-46325
CENTER ADDITION
BLOCK 11
1 1 2 1 3 1 1 4 1 5 1 6
NPN
CENTER ADDITION
BLOCK
GREELEY AVE
CENTER ADDITION
BLOCK 10
1
2
3 4 5 6
CENTER 'ON
BLOCK
10
12 11 10 9 8 7
FRAN KLI N AVE
r
HUTES COUNTY SURVEYOR
D o to zGBY: �d-s
CENTER ADDITION
BLOCK 21
16 15 14
0 23+00 24+00
STA: 22+39.98 (HAWTHORNE-E) T N 89°57'24" E
STA: 10+00.00 (3RD) M
#22 204566.32 N, 248663.33 E
R/W EASEMENT
DN 2018-012438
V0 0+
rn
- 40' 40'
I
00
N
N
W
Z
V)
W ca
m
+ Ol
a
o M =
V)
2
N
o
n
a
+
w
+
L
0
I
0
M
1
CENTER ADDITION
BLOCK 22
3
-T
N SHEET LAYOUT
N NOT TO SCALE
J
= GREENWOOD AVE
1r� 2 E3
�IRVING AVE MD
L � �
,-- HAWTHORNE AVE w
N
= m N N Nt; N
p p
� N� 4 M
6 �GREELEY AVE 5 r
a U
LEGEND:
FOUND MONUMENT
PROJECT CONTROL POINT
(2ND)
2ND STREET CENTERLINE ALIGNMENT
(3RD)
3RD STREET CENTERLINE ALIGNMENT
(HAWTHORNE-E)
HAWTHORNE AVENUE CENTERLINE ALIGNMENT
EAST OF HWY 97 CENTERLINE
( )
RECORD DATA PER REFERENCE NOTED
[ ]
ORIGIN OR FIRST RECORD OF MONUMENT
DN
DOCUMENT NUMBER, DESCHUTES COUNTY OFFICIAL RECORDS
CS
COUNTY SURVEY, DESCHUTES COUNTY SURVEY RECORDS
ALC
ALUMINUM CAP
IP
IRON PIPE
IR
IRON ROD
L
LEFT
R
RIGHT
R/W
RIGHT-OF-WAY
W/OPC
WITH ORANGE PLASTIC CAP
W/YPC
WITH YELLOW PLASTIC CAP
RESOLVED RIGHT-OF-WAY LINE
UNRESOLVED RIGHT-OF-WAY LINE OR TAX PARCEL LINE
FOUND MONUMENTS PROJECT CONTROL
133
144
21
1/2" IR
5/8" IR W/OPC MARKED "LS 2253"
SET 1-1/8" BRASS DISK MARKED "KPFF CONTROL"
203875.66 N, 248013.92 E
204596.43 N, 248803.32 E
204698.27 N, 248631.22 E
[ORIGIN UNKNOWN]
STA: 23+79.99, 30.00 L (HAWTHORNE-E)
STA: 10+30.06, 140.00 R (3RD)
22
CENTER ADDITION 134
[CS 178801
SET 1-1/8" BRASS DISK MARKED "KPFF CONTROL"
BLOCK 22 5/8" IR W/YPC MARKED
HELD ON N'LY R/W LINE HAWTHORNE AVE &
204538.12 N, 248626.41 E
"S & F LAND SERVICES"
HELD AS 140.00' FROM 3RD ST CENTERLINE
203875.71 N, 248162.66 E
23
[CS 208031
145
SET 1-1/8" BRASS DISK MARKED "KPFF CONTROL"
1/2" IR
204543.88 N, 248445.02 E
135
204535.74 N, 248523.74 E
5/8" IR W/YPC MARKED "SCE&S"
STA: 21+00.36, 30.48 R (HAWTHORNE-E)
24
SET 1-1/8" BRASS DISK MARKED "KPFF CONTROL"
16 15 14 203875.60 N, 248213.63E [FOUND IN CS 06229 & CS 06235]
[CS 212081 204541.56 N, 248266.05 E
1
16
148
1365/8" IR 25
5/8�� IR W/YPC MARKED SCE&S 203876.04 N, 248116.13 E FOUND 1 COPPER DISK MARKED "DOWL CONTROL
203875.62 N, 248263.54 E [FOUND IN CS 208031 204589.25 N, 248104.64 E
STA: 3+09.59, 30.00 L (2ND)
[CS 212081 400 - 26
HELD ON WILY R/W LINE 2ND ST 5/8" IR W/YPC MARKED %S 2527" FOUND 1" COPPER DISK MARKED "DOWL CONTROL"
204605.83 N, 248013.62 E 204588.97 N, 247976.40 E
137 STA: 15+90.30, 40.00 L (HAWTHORNE-E)
5/8" IR W/YPC MARKED "SCE&S" [CS 199571
203975.71 N, 248264.40 E HELD
CENTER ADDITION
BLOCK 23
-2 -L3 -
CENTER ADDITION
BLOCK 23
15 1 14
STA: 4+09.67, 29.11 L (2ND)
[CS 21208]
138
5/8" IR W/YPC MARKED
I'S & F LAND SERVICES"
204175.61 N, 248163.66 E
[CS 20803]
139
5/8" IR W/YPC MARKED "SCE&S"
UP 0.5'
204175.57 N, 248013.91 E
[CS 20175]
140
60D NAIL
204395.81 N, 248063.60 E
[ORIGIN UNKNOWN]
141
5/8" IR, UP 0.3'
204395.94 N, 248448.32 E
[CS 06229]
142
2-1/2"IP
204466.71 N, 248623.14 E
STA: 9+00.40, 40.22 L (3RD)
[CS 06235]
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON "
MARCH 14, 2017
SCHUYLER JOEL DURY
78326
RENEWAL 12/31 /2027
NOTE:
ALL RIGHT-OF-WAY LINES SHOWN HEREON
ARE PARALLEL WITH CORRESPONDING
CENTERLINE, UNLESS OTHERWISE NOTED.
SCALE
60 0 30 60 120
1 INCH = 60 FEET
SHEET 4 OF 7
FILE: 2400511-RS
111 SW Fifth Ave., Suite 2400
Portland, OR 97204
0: 503.227.3251
F: 503.224.4681
www.kpff.com
�S 21132
PROJECT CONTROL
2 6 34
SET 1-1/8 BRASS DISK MARKED KPFF CONTROL SET 1-1/8 BRASS DISK MARKED KPFF CONTROL SET 1-1/8 BRASS DISK MARKED KPFF CONTROL11
204550.31 N, 247765.26 E 203860.61 N, 247407.09 E 204418.18 N, 247400.53 E
3 26 35
SET 1-1/8 BRASS DISK MARKED KPFF CONTROL FOUND 1 COPPER DISK MARKED "DOWL CONTROL SET 1-1/8 BRASS DISK MARKED KPFF CONTROL
204351.25 N, 247801.80 E 204588.97 N, 247976.40 E 204223.80 N, 247400.80 E
4 33 36
SET 1-1/8 BRASS DISK MARKED KPFF CONTROL SET 1-1/8 BRASS DISK MARKED KPFF CONTROL SET 1-1/8 BRASS DISK MARKED KPFF CONTROLOW
204083.35 N, 247769.17 E 204685.73 N, 247393.66 E 204004.48 N, 247400.82 E
CONTROL, RECOVERY & RETRACEMENT SURVEY
LOCATED IN THE NORTHEAST 1/4 & SOUTHEAST 1/4 OF SECTION 32,
AND IN THE NORTHWEST 1/4 & SOUTHWEST 1/4 OF SECTION 33, T17S, R12E, W.M.,
CITY OF BEND, DESCHUTES COUNTY, OREGON
CLIENT: CITY OF BEND
DATE: 3/10/2026
FOUND 1" COPPER DISK MARKED "DOWL CONTROL"
(
'
I
I
203874.83N, 247813.71 E
STATE OF OREGON
110
DN 95-12734 #33
I
BEND
STATE OF OREGON
I
I
I
BLOCK 26
DN 97-21296
o
BEND
STA: 268+30.00 AP, 70.00
R
+
I
BLOCK 31
STA: 268+55.00 AP, 105.00 R
N
STA: 269+55.53 AP, O
I
I
STA: 2 8$
68.83 AP, 107.ODR
STA: 10+27.02 HA HORNE-E
STA: 268+75.00, 180.00 R
I
STA: 268+99.14 (1A-22-18)
12 11
204565.57
N, 247450.38 E
I
19
18
17
10
9
8
12 �11
10
,-
STA: 10+90.43
(HAWTHORNE-E)
89-58-2
1�
10' WIDE R/W
13 - STA: 10+00.00 END (HAWTHORNS-W)
1 o
AT WESTERLY
R/W BNSF RAILROAD HELD PER SN 1369.
DN2020-49730 8+00 `Y' SEE DETAIL'A' 204-165.84 N, 247423.35 E
10+50
12+00 13+00
N 89058'07" E 410.00'
STA: 10+00.00 BEGIN (HAWTHORNE-E)
STA: 10+30.00
(HAWTHORNE-E)
N 89"59'01" E 360.49'
HAWTHORNE AVE M 204565.56 N, 247423.35E
AT EASTERLY R/W HWY 97
VACATED HAWTHORNE AVE
11ti
STA: 269+28.83 AP, 92.34 R
�
ti9
1
10
STATE OF OREGON
STA: 11+56.94 (HAWTHORNE-E)
DN 98-41464
AT EASTERLY R/W BNSF RAILROAD
STA: 269+40.00 AP, 70.00 R
STA: 269+50.00
AP, 63.53 L
R/W EASEMENT
)
RAILROAD STA: 30+13.20 (PER ODOT DRAWING 1013-3-30)
DN 98-41464
BEND
STA: 269+79.64 AP, 57.04 R
o
BLOCK 27
STA: 269+8d.60, 56.92 R
o+
BEND
I
I I
o
BLOCK 30
3
14
(
15
16
I I 7
11�
BEND
BLOCK 27
(
12
11
10 9
8
ti61 1600
GREELEY AVE
,gyp 1y'1
tig'L
tig1
FRANKLIN AVE
CS 11732-
r
-#34
N
Cn
}- PERMANENT
Q HIGHWAY
00 EASEMENT
o I DN 94-3619
o
20
z
cq
N
'
I
12
� 9
#35
0
W
W
z
coLj-
J
O
cc
�-
z _
W
o
U
ce
W
d
+
en
Q
IWZ
W
N
=
I
W
��
z
Z
= r,
ILLI
cc W
F-
J
Q N
zN
�Z
w U
W
F--
cc
O
I�=
U N
Z
W
LL
a w
,U
U�
LLLJN
�
a W
�-
z
J
aJ
D iv-
=N
pa
20
Qo
O
J
U
-#36
N
T
I
W
J
IJ
o
Ln
I
I
N
30'--730'-1
3 I 4 .5 �6
01
1
W O
GC
I W
N J
N
BEND
H cc
I o
BLOCK
30
o �
o
cn
N
Z
I
(
m
1 � 10
1ti1 i
I
3
9
BEND
BLOCK 2
4
BEND
BLOCK 29
10 1 1 9
-7
FOUND MONUMENTS
113
5/8" IR
204705.68 N, 247753.69 E
STA: 11+40.04. 30.05 L (1ST)
[CS 13694]
118
5/8" IR W/YPC MARKED
"TYE ENGINEERING
204705.65 N, 247580.40 E
[CS 13694]
119
5/8" IR W/YPC MARKED "S&F SERVICES"
204525.76 N, 247580.35 E
STA: 11+56.99, 39.84 R (HAWTHORNE-E)
[CS 21048]
121
o - 5/8" IR W/YPC - ILLEGIBLE
14+00 15+00 #26 203875.59 N, 247754.65 E
i - + - _ STA: 3+09.98, 30.00 L (1ST)
STA: 13+60.49 AP (HAWTHORNE-E) [CS 114491
-#2 STA: 10+00.00 (1ST) con HELD ON W'LY R/W LINE OF 1ST ST
204565.66 N, 247783.84 E
0
0
cn
30' 30'
130
0
00 #3-
m V)
o�
o e-i
z
0
0
r
STA: 6+39.99 AP (1ST)
204205.65 N, 247784.11 E
T
8
FRANKLIN AVE
F
1ti3
#4-
0
Ln
00n V)
Ln
u
-o T-i
z
0
0
0
ro,+,
�
122
5/8" IR W/YPC MARKED
"TYE ENGINEERING"
204225.65 N, 247754.09 E
STA: 6+60.01, 30.00 L (1ST)
[CS 13694]
HELD ON W'LY R/W LINE OF 1ST ST
I
123
5/8" IR W/YPC MARKED
"TYE ENGINEERING"
+ 0
STA: 5202 30.04 L
60.04 1ST
[CS 11449]
124
1 2 3 4
1/2" IR
204228.00 N, 247756.64 E
STA: 6+62.36, 27.45 L (1ST)
[FOUND IN CS 210481
125
5/8" IR W/YPC MARKED
TYE ENGINEERING
204425.58 N, 247753.92 E
STA: 8+59.94, 30.03 L (1ST)
[CS 13694]
126
5/8" IR W/YPC MARKED
"TYE ENGINEERING"
204525.66 N, 247753.84 E
STA: 13+30.48, 39.99 R (HAWTHORNE-E)
STA: 9+60.02, 30.03 L (1ST)
[CS 13694]
18 17 16 15
127
5/8" IR W/YPC MARKED
"S & F LAND SERVICES"
204225.59 N, 247580.71 E
[CS 21048]
128
5/8" IR W/YPC - ILLEGIBLE
BENT, UNDER FENCE
204386.33 N, 247580.68 E
[FOUND IN CS 210481
129
5/8" IR W/YPC MARKED
"S & F LAND SERVICES"
UNDER FENCE
204425.69 N, 247580.56 E
[CS 21048]
130
MAG NAIL
204395.44 N, 247813.88 E
STA: 8+29.76, 29.92 R (1ST)
1 2 3 4
[ORIGIN UNKNOWN]
131
1/2" I P
-
204375.51 N, 247813.88 E
STA: 8+09.83, 29.89 R (1ST)
[FOUND IN CS 062241
132
1/2" IR
204235.43 N, 247809.29 E
STA: 6+69.75, 25.20 R (1ST)
[FOUND IN CS 210481
150
5/8" IR W/YPC MARKED "KERN LS 1081"
204176.03 N, 247218.58 E
[CS 12029]
I
151
17 16 15
5/8" IR W/YPC MARKED
118
"TERRASCOPE, INC."
#5
204176.06 N, 247293.84 E
[CS 13387]
DE-SmHUTES COUNTY SURVEYOR
FILES a °�L21026 ftYaCx' 1(*d5
N SHEET LAYOUT
N NOT TO SCALE
_< GREENWOOD AVE
zi
1� 2 - --IRVINGAVE
Lj0)w
U- AWTHORNE AVE
tN
2 m N N H
N�m
6 ,_GREE.LEY AVE - 5
LEGEND:
• FOUND MONUMENT
PROJECT CONTROL POINT
(1ST) 1ST STREET CENTERLINE ALIGNMENT
(HAWTHORNE-E) HAWTHORNE AVENUE CENTERLINE ALIGNMENT
EAST OF HWY 97 CENTERLINE
(HAWTHORNE-W) HAWTHORNE AVENUE CENTERLINE ALIGNMENT
WEST OF HWY 97 CENTERLINE
( ) RECORD DATA PER REFERENCE NOTED
[ ] ORIGIN OR FIRST RECORD OF MONUMENT
AP ANGLE POINT
DN DOCUMENT NUMBER, DESCHUTES COUNTY OFFICIAL RECORDS
CS COUNTY SURVEY, DESCHUTES COUNTY SURVEY RECORDS
IP IRON PIPE
IR IRON ROD
L LEFT
R RIGHT
R/W RIGHT-OF-WAY
W/OPC WITH ORANGE PLASTIC CAP
W/YPC WITH YELLOW PLASTIC CAP
RESOLVED RIGHT-OF-WAY LINE
UNRESOLVED RIGHT-OF-WAY LINE OR TAX PARCEL LINE
152 172
5/8" IR W/OPC MARKED 3/4" IP
"MUNSON & ASSOCIATES" 204535.68 N, 247143.44 E
204035.74 N, 247143.77 E STA: 7+20.06, 30.00 R (HAWTHORNE-W)
[CS 212531 [FOUND IN CS 119251
HELD ON STY R/W LINE HAWTHORNE AVE
157
5/8" IR W/YPC MARKED "BK RK PLS 2257" 173
203875.82 N, 247193.69 E 1/2" IR
[CS 116831 204595.64 N, 247243.48 E
STA: 8+20.14, 29.89 L (HAWTHORNE-W)
167 [FOUND IN CS 152461
1/2" IR
204235.86 N, 247143.69 E 174
[CS 053681 1/2" IR
204596.17 N, 247143.11 E
168 STA: 7+19.78, 30.49 L (HAWTHORNE-W)
1/2" IR [FOUND IN CS 152461
204235.73 N, 247243.66 E
STA: 272+28.80, 206.99' R (HWY-97)
[FOUND CS 053611
HELD FOR DALLES-CALIFORNIA HIGHWAY
CENTERLINE PER ODOT DRG. NO.
1A-22-18
170
1/2" IR
204375.84 N, 247243.50 E
[ORIGIN UNKNOWN]
REGISTERED
PROFESS19,NAL
LAND SURVEYOR
OREGON
MARCH 14, 2017
SCHUYLER JOEL DURY
78326
RENEWAL 12/31 /2027
NOTE:
ALL RIGHT-OF-WAY LINES SHOWN HEREON
ARE PARALLEL WITH CORRESPONDING
CENTERLINE, UNLESS OTHERWISE NOTED.
SCALE
60 0 30 60 120
1 INCH = 60 FEET
SHEET OF 7
FILE: 2400511-RS
111 SW Fifth Ave., Suite 2400
Portland, OR 97204
0: 503.227.3251
F: 503.224.4681
www.kpff.com
1O
OREGON STREET MALL
CURVE DATA
C1
L=86.29'
(86.29' (PN 1994-8))
(86.29' (CS 13057))
R=187.76'
(187.76' (PN 1994-8))
(187.76' (CS 13057))
0=26°19'56"
(26°19'51" (PN 1994-8))
(26°19'56" (CS 13057))
CHD=S59°54'13"E 85.53'
(N59°53'05"W 85.53' (PN 1994-8))
(N59°52'30"W 85.53' (CS 13057))
FOUND MONUMENTS
2
PUTNAM POINTE
MASTER
CONDOMINIUM
v
101b
30'-- 30'
N
o 3;
in
o _
°
0o DC
CC
\ 4xz
00 =
I
CONTROL, RECOVERY & RETRACEMENT SURVEY
LOCATED IN THE NORTHEAST 1/4 &SOUTHEAST 1/4 OF SECTION 32,
AND IN THE NORTHWEST 1/4 &SOUTHWEST 1/4 OF SECTION 33, T175, R12E, W.M.,
CITY OF BEND, DESCHUTES COUNTY, OREGON
CLIENT: CITY OF BEND DESCHUTES COUNTY Y SURVEYOR
AR
DATE:3/10/2026ILED )q1,0112,6 Z6, 191y"s co I lu�s
F I
BEND
BLOCK 21
14 13 12 11 10 9 8
ti
qv I _0
S72008'35"W 2+00 3+00 4+00 m 5+00
31.51' ��W
_C1 #28 STA: 1+80.35 BEGIN (HATHORNE-W) N 89°59'01" E 409.65'
STA: 10+00.00 (HARRIMAN) HAWTHORNE AVE 11011 16
STA: 5+00.00 END (OREGON) 204565.50 N, 246603.70 E
STA: 9+92.00 (HARRIMAN)
204557.50 N, 246603.71 E
V
z
PARTITION PLAT
1994-8
Q
t mz
M
149
PARCEL 2
0
o
5/8" IR W/OPC MARKED
0 GC
+ z cc
"MUNSON & ASSOCIATES"
171
Q
204175.75 N, 247093.69 E
1/2" IP
I =
STA: 6+10.09, 80.07 R (HILL)
204535.62 N, 247093.41 E
[CS 212531
STA: 6+70.04, 30.04 R (HAWTHORNE-W)
30' 30'-m►
[FOUND IN CS 214851
152
5/8" IR W/OPC MARKED
172
"MUNSON & ASSOCIATES"
3/4" IP
,LpO
204035.74 N, 247143.77 E
204535.68 N, 247143.44 E
[CS 212531
STA: 7+20.06, 30.00 R (HAWTHORNE-W)
[FOUND IN CS 11 a,)
153
HELD
3/4" IP
204015.83 N, 247128.69 E
174
[ORIGIN UNKNOWN]
1/2" IR
204596.17 N, 247143.11 E
155
STA: 7+19.78, 30.49 L (HAWTHORNE-W)
1/2" IP
[FOUND IN CS 152461
203975.88 N, 247043.72 E
STA: 4+10.25, 29.98 R (HILL)
175
[ORIGIN UNKNOWN]
5/8" IR W/YPC MARKED "H.A. McCOY ENGR"
204595.26 N, 247043.55 E
156
STA: 6+20.21, 29.63 L (HAWTHORNE-W)
5/8" IR
STA: 10+29.64, 30.20 R (HILL)
203945.85 N, 247043.77 E
[CS 205181
STA: 3+80.22, 30.00 R (HILL)
[CS 116831
176
HELD ON E'LY R/W LINE HILL ST
5/8" IR W/RPC MARKED
"H.A. McCOY ENGR, REF MON"
161
204596.78 N, 246982.70 E
5/8" IR
STA: 5+59.35, 31.18 L (HAWTHORNE-W)
UNDER SIDEWALK
STA: 10+31.18, 30.65 L (HILL)
203925.87 N, 246983.45 E
[ORIGIN UNKNOWN]
STA: 3+60.28, 30.33 L (HILL)
[ORIGIN UNKNOWN]
177
FAINT SCRIBED W IN SIDEWALK
204595.28 N, 246732.74 E
-1
2-1/2" BRASS DISKW/ PUNCH MARKED
2
STA: 3+09.39, 29.75 L (HAWTHORNE-W)
HAWTHORNE SES�
[ CS 053541
204395.65 N, 246983.42 E
STA: 8+30.06, 30.05 L (HILL)
200
[CS 07389]
5/8" IR W/YPC "W&H PACIFIC"
204399.34 N, 246573.88 E
163
STA: 8+33.88, 30.00 L (HARRIMAN)
2-1/2" BRASS DISK WITH PUNCH MARKED
[CS 130571
"HAWTHORNE SES"
HELD ON W'LY R/W LINE HARRIMAN ST
204535.60 N, 246983.37 E
STA: 5+60.01, 30.00 R (HAWTHORNE-W)
201
STA: 9+70.01, 30.00 L (HILL)
5/8" IR W/YPC MARKED "W&H PACIFIC"
[CS 073891
204590.71 N, 246499.74 E
HELD
STA: 3+98.00, 38.84 R (OREGON)
[CS 13057]
164
3/4" IP
202
204535.60 N, 246933.33 E
5/8" IR W/YPC MARKED "LS 1919"
STA: 5+09.97, 29.99 R (HAWTHORNE-W)
204802.24 N, 246232.51 E
207
[ORIGIN UNKNOWN]
STA: 0+57.18, 40.00 R (OREGON)
1-1/4" COPPER DISK MARKED "OTAK INC."
[CS 166601
204684.92 N, 246379.58 E
165
HELD ON SW'LY R/W LINE OREGON AVE
STA: 2+45.31, 40.07 R (OREGON)
5/8" IR
[CS 180101
204535.27 N, 246733.58 E
204
STA: 3+10.22, 30.26 R (HAWTHORNE-W)
1/2" IR
211
[FOUND IN CS 029791
204709.27 N, 246478.38 E
1-1/2" IRON ROD INSIDE PAVED OVER
HELD AS 30.26' FROM HAWTHORNE AVE
STA: 3+07.39, 40.56 L (OREGON)
MONUMENT BOX, DOWN 1.4 FEET
CENTERLINE PER CS 02979
[CS 053361
204205.69 N, 247013.60 E
STA: 6+40.07, 0.00 R (HILL)
167
205
[FOUND IN CS 121111
1/2" IR
1-1/4" COPPER DISK MARKED "OTAK INC."
HELD
204235.86 N, 247143.69 E
204589.76 N, 246417.19 E
[CS 053681
[CS 180101
212
1-1/2" IRON ROD INSIDE PAVED OVER
169
206
MONUMENT BOX, DOWN 1.0 FEET
5/8" IR
1-1/4" COPPER DISK MARKED "OTAK INC."
204565.61 N, 247013.35 E
BENT, TIED AT SPIN HOLE
204629.67 N, 246449.00 E
STA: 5+90.00, 0.00 R (HAWTHORNE)
204370.64 N, 247044.90 E
STA: 3+34.04, 40.00 R (OREGON)
STA: 10+00.00, 0.00 R (HILL)
STA: 8+05.01, 31.42 R (HILL)
[CS 18010]
[FOUND IN CS 029791
[ORIGIN UNKNOWN]
HELD ON SW'LY R/W LINE OREGON AVE
HELD
IPQ
17 3 2�
BEND
BLIX'K 10
13
BEND
BLOCK 20
11 10
9 1 8
12
GREELEY AVE
BEND
BLOCK 19
1
2
3
4
5
FRAN KLI N AVE
-y
1ro9
O �y
0
0
�- ro
c~
oJ
J_
02
z
0
0
+
P-
I
'L11
AL
0
o _
co I
I
0
0
Ln
I
0 1gh
0
I
1g6
161
A
#7
1C9
10
1g3 1gti
z SHEET LAYOUT
_< N NOT TO SCALE
J
_ GREENWOOD AVE
C
1�- 2 E-1
I IR ING AVE
U- �HAWTHORNE AVE
2 z N N N
0 0
� N � M
6 =GREELEY AVE
5 4
FRANKLIN AVE
LEGEND:
FOUND MONUMENT
PROJECT CONTROL POINT
(HARRIMAN)
HARRIMAN STREET CENTERLINE ALIGNMENT
(HAWTHORNE-W)
HAWTHORNE AVENUE CENTERLINE ALIGNMENT
WEST OF HWY 97 CENTERLINE
(HILL)
HILL STREET CENTERLINE ALIGNMENT
(OREGON)
OREGON AVENUE CENTERLINE ALIGNMENT
( )
RECORD DATA PER REFERENCE NOTED
[ ]
ORIGIN OR FIRST RECORD OF MONUMENT
AP
ANGLE POINT
DN
DOCUMENT NUMBER, DESCHUTES COUNTY OFFICIAL RECOR[
CS
COUNTY SURVEY, DESCHUTES COUNTY SURVEY RECORDS
IP
IRON PIPE
IR
IRON ROD
L
LEFT
R
RIGHT
R/W
RIGHT-OF-WAY
W/OPC
WITH ORANGE PLASTIC CAP
W/RPC
WITH RED PLASTIC CAP
W/YPC
WITH YELLOW PLASTIC CAP
RESOLVED RIGHT-OF-WAY LINE
UNRESOLVED RIGHT-OF-WAY LINE OR TAX PARCEL LINE
PROJECT CONTROL
REGISTERED
PROFESSI NAL
LAND VEYO
OREGON
MARCH 14, 2017
SCHUYLER JOEL DURY
78326
RENEWAL 12/31 /2027
7
FOUND 1" COPPER DISK MARKED "DOWL CONTROL"
203853.38 N, 247008.83 E
8
SET 1-1/8" BRASS DISK MARKED "KPFF CONTROL"
204177.79 N, 247031.98 E
9
SET 1-1/8" BRASS DISK MARKED "KPFF CONTROL"
204370.53 N, 247040.29 E
10
SET 1-1/8" BRASS DISK MARKED "KPFF CONTROL"
204543.28 N, 247037.80 E
27
SET 1-1/8" BRASS DISK MARKED "KPFF CONTROL"
204537.80 N, 246802.55 E
28
SET 1-1/8" BRASS DISK MARKED "KPFF CONTROL"
204548.83 N, 246584.47 E
NOTE:
ALL RIGHT-OF-WAY LINES SHOWN HEREON
ARE PARALLEL WITH CORRESPONDING
CENTERLINE, UNLESS OTHERWISE NOTED.
SCALE
60 0 30 60 120
1 INCH = 60 FEET
SHEET 6 OF 7
FILE: 2400511-RS
111 SW Fifth Ave., Suite 2400
Portland, OR 97204
0: 503.227.3251
F: 503.224.4681
www.kpff.com
(001111
IV
ti
w
N
DETAIL'A'
SCALE: 1" = 40'
yj
BEND
BLOCK26
JO6
N75°01'15"E 2.07'(100'
(BEND))
N00°00-40"W 13.29'(100.07'
(10.00 (DN 2020-49730))
(DN 2020-49730))
'
(10.00 (DN 2020-49730))
N00°00'40"W 10.00,
100.00
S00°00'40"E 10.00'
12 DN 2020-49730 11
14 13
tl 0 9
8
I_
- -- --•
LUU.UU
(100' (BEND))
lUU.UU 13
(100' (BEND)) 1
(100.09' (DN 2020-49730))
8+00
N89°58'07"EI410.00'
HAWTHORNE AVE
314.69'
ivV.V%J - - jU.UU-
(100' (BEND)) (50' (BEND))
9+00
DN 98-41464
PARCEL 1
35.3V
CONTROL, RECOVERY & RETRACEMENT SURVEY
LOCATED IN THE NORTHEAST 1/4 & SOUTHEAST 1/4 OF SECTION 32,
AND IN THE NORTHWEST 1/4 & SOUTHWEST 1/4 OF SECTION 33, T17S, R12E, W.M.,
CITY OF BEND, DESCHUTES COUNTY, OREGON
CLIENT: CITY OF BEND
DATE: 3/10/2026
1
40
2
3
4
5
6 7)41.71'
N63°28'57"W 24.98'DN
98BEND
PBLOCK27
I
N18°09-19"W
CENTER ADDITION
BLOCK 5
N00°08'08"W 10.00' DN 2019-28866 0111 (N89°54'23"E 149.94' (DN 2019-28866))
I I ( N00001'53"W 10.00, � 149.83'
18 17 16 15 14 113 DN 2019-28866 112
- 199.77' - - -� 149.83' -�
(200' (CENTER ADDITION TO BEND)) (S89054'23"W 149.93' (DN 2019-28866))
m (150' (CENTER ADDITION TO BEND))
14+00 15+00 16+00 17+00
N89°57'24"E 509.47' I
STA: 13+60.49 AP (HAWTHORNE-E) HAWTHORNE AVE
STA: 10+00.00 (1ST) m
204565.66 N, 247783.84 E (450' (CENTER ADDITION))
449.46'
1 2 3 4 5 6 7
CENTER ADDITION
BLOCK 6
mr-rAll 11-1
io
00
c;
No�
o
CENTER ADDITION
I
I
3 c o
0
BLOCK 12
MN o
0
0 zz
Z
o-
0
I
I
I
z
I
1
(N89°58'55"E 140.10' (DN 2020-02024))
(N00°02'10"W 10.00'( UN 2020-02024))
N8905724"E 140.01'
_
N00001'07"W 10.00'
12
11
10
9
8 DN 2020-02024 I 7
�-
- 150.01' -
150.01,
(150' (CENTER ADDITION TO BEND))
(150' (CENTER ADDITION TO BEND))
m
(S89°58'55"W 150.10' (DN 2020-02024))
19+00 20+00
21+00
22+00
N89057'24" 3E 70.02'
HAIAITUORNE
AVE - (N89056'19"E 11.49'
L
L
w
zI
in
m W
N cn o
} o
� � o
m N
�I
�I
(S00°05'27"E 10.00' (DN 2019-28866))
S00°01'26"E 10.00'
11 10
99.88'
(100' (CENTER ADDITION TO BEND))
18+00
8
16
9
CENTER ADDITION
BLOCK 21
STA: 22+39.98 (HAWTHORN
STA:10+00.00 (3RD)
204566.32 N, 248663.33 E
23+00
(50'
(N89°58'40"E 75.00,
M (DN 2018-46325))
(CENTER ADDITION TO BEND))
(DN 2021-07342))
163.52'
11.49
(S00°02'25"E 12.06'
(DN 2018-12438))
50.00, _
75.00'
- -
_
S00001'08"E 12.06'
1 2
DN 2021-07 43 2 3
4 1N5 5
S00001'07"E 10.00'
6
DN 2018-46325
S00001'07"E 10.00, _//
75.00
N00°00'20"E 18.91'
(N00°01'20"W 10.00'
(N89° 58 40 W 75.00
(S00001'20"E 10.00'
(N00°00r57"W 18.91r
DN 2018-12438
18.75
(DN 2021-07342))
(DN 2021-07342))
(DN 2021-07342))
(DN 2018-46325))
(S00°02'25"E 18.75'
CENTER ADDITION
BLOCK 11
I
S89°08'41"W 11.50'
(S89°07'24"W 11.50'
(DN 2018-46325))
1
(DN 2018-46325))
W
40'
c
40'
0
0
N
15
0
m
0
M
(S89034'01"E 2.50' (DN 2018-12438))
1
1 N89°32'44"W 2.50'
�.,S00°01'08"E 4.50'
(S00°02'25"E 4.50' (DN 2018-12438))
�_S89032'44"E 2.50'
(N00°02'25"W 2.50' (DN 2018-12438))
CENTER ADDITION
BLOCK 22
12
NARRATIVE:
THE PURPOSE OF THIS SURVEY WAS TO RECOVER AND PERPETUATE THE LOCATIONS OF
EXISTING MONUMENTS, AND TO RESOLVE THE EXISTING RIGHT-OF-WAY AND CENTERLINE
OF HAWTHORNE AVENUE FROM APPROXIMATELY 50 FEET WEST OF HARRIMAN STREET
TO APPROXIMATELY 100 FEET EAST OF 3RD STREET, IN PREPARATION FOR THE DESIGN
AND CONSTRUCTION OF A PROPOSED PEDESTRIAN AND BICYCLE OVERCROSSING.
PORTIONS OF EXISTING RIGHT-OF-WAY AND CENTERLINES OF US HIGHWAY 97 AND
BURLINGTON NORTHERN & SANTA FE RAILWAY COMPANY (BNSF) RIGHT-OF-WAY WERE
RESOLVED BETWEEN GREENWOOD AVENUE AND FRANKLIN AVENUE, AND PORTIONS OF
OREGON AVENUE, HILL STREET, 1ST STREET, 2ND STREET, AND 3RD STREET WITHIN A HALF
BLOCK DISTANCE OF HAWTHORNE AVENUE WERE ALSO RESOLVED IN THIS SURVEY. THIS
SURVEY MEETS THE REQUIREMENTS OF OREGON REVISED STATUTES (ORS) 209.155.
THE BASIS OF BEARINGS AND COORDINATES LISTED HEREON ARE BASED ON THE OREGON
COORDINATE REFERENCE SYSTEM (OCRS), BEND-REDMOND-PRINEVILLE ZONE, NAD83
(2011) 2010.00 REALIZATION. CONTROL WAS ESTABLISHED BY MEANS OF CLOSED LOOP
TRAVERSES ENCOMPASSING THE ENTIRE STUDY AREA. SAID TRAVERSES WERE ADJUSTED
USING A LEAST SQUARES ADJUSTMENT AND BEST FIT ONTO OCRS COORDINATES FOR
CONTROL POINTS 1, 3,9 AND 11, ESTABLISHED UTILIZING THE OREGON REAL-TIME GPS
NETWORK (ORGN).
FOR THE PURPOSE OF DEFINING LOCATIONS OF FOUND MONUMENTS, ALIGNMENTS FOR
RESOLVED RIGHT-OF-WAY CENTERLINES WERE CREATED WITH STATIONING OF SAID
ALIGNMENTS BEING ESTABLISHED AT 10+00.00 WHERE SAID CENTERLINE ALIGNMENTS
INTERSECT THE HAWTHORNE AVENUE CENTERLINE ALIGNMENTS, EXCEPT AS FOLLOWS:
STATIONING FOR HAWTHORNE AVENUE CENTERLINE ALIGNMENTS (HAWTHORNE-E) &
(HAWTHORNE-W) WERE ESTABLISHED AT 10+00.00 WHERE THEY INTERSECT HIGHWAY 97
CENTERLINE, BEING THE CENTERLINE OF THE RIGHT-OF-WAY FORMERLY KNOWN AS
TWELFTH STREET (PER PLAT OF BEND).
STATIONING FOR OREGON AVENUE CENTERLINE ALIGNMENT (OREGON) WAS
ESTABLISHED AT 5+00.00 WHERE OREGON AVENUE INTERSECTS HARRIMAN STREET
CENTERLINE.
STATIONING FOR THE DALLES-CALIFORNIA HIGHWAY CENTERLINE ALIGNMENT (1A-22-18)
WAS ESTABLISHED PER OREGON DEPARTMENT OF TRANSPORTATION DRG. NO. 1A-22-18.
RIGHT-OF-WAY CENTERLINES WERE ESTABLISHED AS FOLLOWS:
HARRIMAN STREET (HARRIMAN)
CENTERLINE WAS ESTABLISHED 30.00 FEET EAST OF MONUMENT 200 (PER CS 13057) AND
80.00 FEET WEST OF MONUMENT 401(PER PLAT OF BEND).
HILL STREET (HILL)
CENTERLINE SOUTH OF HAWTHORNE AVENUE CENTERLINE WAS ESTABLISHED THROUGH
MONUMENTS 211 AND 212, AS SHOWN ON CS 12111 & CS 21485.
CENTERLINE NORTH OF HAWTHORNE AVENUE CENTERLINE WAS ESTABLISHED 30.00 FEET
WEST OF MONUMENT 192 (PER CS 17997) AND THROUGH MONUMENT 212.
US HIGHWAY 97 (TWELFTH STREET CENTERLINE PER PLAT OF BEND)
CENTERLINE WAS ESTABLISHED PARALLEL WITH HILL STREET AND 410.00 FEET EAST OF
THE CENTERLINE OF HILL STREET (DEFINED ABOVE), AS MEASURED ALONG HAWTHORNE
AVENUE CENTERLINE (DEFINED BELOW) (PER PLAT OF BEND).
THE DALLES-CALIFORNIA HIGHWAY (1A-22-18)
CENTERLINE AND ALIGNMENT STATIONING WERE ESTABLISHED PER OREGON
DEPARTMENT OF TRANSPORTATION DRG. NO. 1A-22-18. THE COMPUTED DISTANCE
BETWEEN MONUMENTS 168 AND 195 AND THE MEASURED DISTANCE WERE BOTH
DETERMINED TO BE 861.23 FEET, THEREFORE RECORD DATA PER SAID DRG. NO. 1A-22-18
WAS ALIGNED TO SAID MONUMENTS 168 AND 195.
1ST STREET (1ST)
CENTERLINE SOUTH OF GREELEY AVENUE WAS ESTABLISHED 30.00 FEET EAST OF
MONUMENT 121(PER CS 11449) AND 30.00 FEET EAST OF MONUMENT 122 (PER CS
13694).
CENTERLINE NORTH OF GREELEY AVENUE WAS ESTABLISHED 30.00 FEET EAST OF
MONUMENT 122 (PER CS 13694) AND 30.00 FEET EAST OF MONUMENT 117 (PER CS
13694).
2ND STREET (2ND)
CENTERLINE WAS ESTABLISHED 30.00 FEET EAST OF MONUMENT 136 (PER CS 21208) AND
30.00 FEET EAST OF MONUMENT 106 (PER 15497).
3RD STREET (3RD)
CENTERLINE WAS ESTABLISHED 140.00 FEET WEST OF MONUMENT 144 (PER CS 17880)
AND 98.91 FEET WEST OF MONUMENT 108 (PER CS 12889).
OREGON AVENUE (OREGON)
CENTERLINE WAS ESTABLISHED 40.00 FEET NORTHEAST OF MONUMENT 202 (PER CS
16660) AND 40.00 FEET NORTHEAST OF MONUMENT 206 (PER CS 17975 & CS 18010).
HAWTHORNE AVENUE (HAWTHORNE-W)
CENTERLINE BETWEEN THE CENTERLINE OF HARRIMAN STREET AND THE CENTERLINE OF
HILL STREET WAS ESTABLISHED 30.26 FEET NORTH OF MONUMENT 165 (PER CS 2979)
AND THROUGH MONUMENT 212, AS SHOWN ON CS 21485.
CENTERLINE BETWEEN THE CENTERLINE OF HILL STREET AND THE CENTERLINE OF US
HIGHWAY 97 (FORMERLY TWELFTH STREET) WAS ESTABLISHED 30.00 FEET NORTH OF
MONUMENT 172 (PER CS 11925) AND THROUGH MONUMENT 212, AS SHOWN ON CS
21485.
HAWTHORNE AVENUE (HAWTHORNE-E)
CENTERLINE EAST OF 1ST STREET CENTERLINE WAS ESTABLISHED 40.00 FEET SOUTH OF
MONUMENT 400 (PER CS 19957) AND 30.00 FEET SOUTH OF MONUMENT 144 (PER CS
17880).
CENTERLINE OF VACATED HAWTHORNE BOULEVARD BETWEEN THE CENTERLINE OF US
HIGHWAY 97 (FORMERLY TWELFTH STREET) AND 1ST STREET WAS ESTABLISHED AT
RECORD ANGLE OF 89°5829" FROM 1ST STREET CENTERLINE, HOLDING THE INTERSECTION
OF HAWTHORNE AVENUE AND 1ST STREET (ESTABLISHED ABOVE).
D��C UTER COUM SURIVIFUS OR
l t� � 0;
6 zU ZV Bye co l
RIGHT-OF-WAY LINES WERE ESTABLISHED AS FOLLOWS:
RIGHT-OF-WAY LINES WERE ESTABLISHED AT RECORD WIDTHS FROM THE CENTERLINES
DESCRIBED ABOVE (PER PLAT OF BEND & PLAT OF CENTER ADDITION TO BEND), EXCEPT
WHERE ADDITIONAL RIGHT-OF-WAY ACQUISITIONS ARE SHOWN, OR AS NOTED BELOW:
THE WESTERLY RIGHT-OF-WAY LINE OF THE BNSF RAILROAD WAS ESTABLISHED AS THE
EASTERLY LINE OF THAT PERMANENT EASEMENT FOR HIGHWAY RIGHT-OF-WAY PURPOSES
DESCRIBED IN DN 94-36198, HELD RECORD STATIONING & OFFSETS FROM ALIGNMENT
1A-22-18 (PER DN 94-36198).
THE EASTERLY RIGHT-OF-WAY LINE OF THE BNSF RAILROAD WAS ESTABLISHED 10.00 FEET
EAST OF THE CENTERLINE OF THE MOST EASTERLY TRACK, PER CS 11449, CS 13694, AND
THE FOLLOWING DEEDS FOR PARCELS LYING EASTERLY AND ADJACENT TO THE BNSF
RAILROAD RIGHT-OF-WAY:
VOLUME 1999, PAGE 31255, RECORDED 6/24/1999,
DOCUMENT NO.2017-041355,
DOCUMENT NO.2006-02780,
DOCUMENT NO.2006-02781,
DOCUMENT NO.2023-04801.
THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF OREGON AVENUE IMMEDIATELY WEST OF
HARRIMAN STREET WAS ESTABLISHED AS THE NORTHERLY LINE OF PARCEL 2, PARTITION
PLAT NO.1994-8. RECORD DATA PER CS 13057 WAS ALIGNED TO THE EASTERLY
RIGHT-OF-WAY LINE OF HARRIMAN STREET (DEFINED ABOVE) AND MONUMENT 201 WAS
HELD ON THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF OREGON STREET.
THE NORTHERLY LIMIT OF DOCUMENT NO.2020-49730 WAS ESTABLISHED PARALLEL WITH
AND 10.00 FEET NORTH OF THE NORTHERLY RIGHT-OF-WAY LINE OF HAWTHORNE
AVENUE. THE WESTERLY LIMIT WAS ESTABLISHED AS THE WESTERLY LINE OF LOT 12,
BLOCK 26, PLAT OF BEND AND THE EASTERLY LIMIT WAS ESTABLISHED AS THE EASTERLY
LINE OF LOT 11, BLOCK 26, PLAT OF BEND. SAID LOT LINES WERE ESTABLISHED PARALLEL
WITH HILL STREET, AND AT RECORD DISTANCES EAST OF THE EASTERLY RIGHT-OF-WAY
LINE OF HILL STREET, AS MEASURED ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF
HAWTHORNE STREET, PER PLAT OF BEND.
THE WESTERLY RIGHT-OF-WAY LINE OF US HIGHWAY 97 WITHIN LOT 8, BLOCK 26, PLAT OF
BEND, WAS ESTABLISHED AS THE EASTERLY LINE OF THAT PARCEL CONVEYED TO CITY OF
BEND IN DOCUMENT NO.2009-06909, HELD RECORD STATION & OFFSET VALUES FROM
THE DALLES-CALIFORNIA HIGHWAY CENTERLINE ALIGNMENT (DEFINED ABOVE), PER
DOCUMENT NO.2009-06909. THE WESTERLY LINE OF SAID LOT 8 WAS ESTABLISHED
PARALLEL WITH HILL STREET, AND 300.00 FEET EAST OF THE EASTERLY RIGHT-OF-WAY
LINE OF HILL STREET, PER PLAT OF BEND.
THE WESTERLY RIGHT-OF-WAY LINE OF US HIGHWAY 97 WITHIN LOT 7, BLOCK 27, PLAT OF
BEND, WAS ESTABLISHED AS THE WESTERLY LINE OF THOSE PARCELS DESCRIBED IN
DOCUMENT NO.98-41464, HELD RECORD STATION & OFFSET VALUES FROM THE
DALLES-CALIFORNIA HIGHWAY CENTERLINE ALIGNMENT (DEFINED ABOVE), PER
DOCUMENT NO.98-41464.
THE NORTHERLY LIMIT OF DOCUMENT NO.2019-28866 WAS ESTABLISHED PARALLEL WITH
AND 10.00 FEET NORTH OF THE NORTHERLY RIGHT-OF-WAY LINE OF HAWTHORNE
AVENUE. THE WESTERLY LIMIT WAS ESTABLISHED AS THE WESTERLY LINE OF LOT 14,
BLOCK 5, PLAT OF CENTER ADDITION TO BEND AND THE EASTERLY LIMIT WAS
ESTABLISHED AS THE EASTERLY LINE OF LOT 12, BLOCK 5, PLAT OF CENTER ADDITION TO
BEND. SAID LOT LINES WERE ESTABLISHED BY STANDARD PRORATION OF SAID BLOCK 5,
RESULTING IN MONUMENT 400 BEING 0.04 FEET EAST OF SAID WESTERLY LINE OF LOT 14.
THE LIMITS OF DOCUMENT NO.2020-02024 WERE ESTABLISHED PARALLEL WITH AND
10.00 FEET NORTH OF THE NORTHERLY RIGHT-OF-WAY LINE OF HAWTHORNE AVENUE
AND 10.00 FEET WEST OF THE WESTERLY RIGHT-OF-WAY LINE OF 3RD STREET. THE MOST
WESTERLY LIMIT WAS ESTABLISHED AS THE WESTERLY LINE OF LOT 9, BLOCK 12, PLAT OF
CENTER ADDITION TO BEND. SAID WESTERLY LINE OF LOT 9 WAS ESTABLISHED BY
STANDARD PRORATION OF SAID BLOCK 12.
THE SOUTHERLY LIMIT OF DOCUMENT NO.2021-07342 WAS ESTABLISHED PARALLEL WITH
AND 10.00 FEET SOUTH OF THE SOUTHERLY RIGHT-OF-WAY LINE OF HAWTHORNE
AVENUE. THE WESTERLY LIMIT WAS ESTABLISHED AS THE WESTERLY LINE OF LOT 2, BLOCK
11, PLAT OF CENTER ADDITION TO BEND. THE EASTERLY LIMIT WAS ESTABLISHED
PARALLEL WITH THE WESTERLY LINE OF SAID LOT 2, AND 75.00 FEET EAST OF THE
NORTHWEST CORNER OF SAID LOT 2, AS MEASURED ALONG THE SOUTHERLY
RIGHT-OF-WAY LINE OF HAWTHORNE AVENUE. THE WESTERLY LINE OF SAID LOT 2 WAS
ESTABLISHED BY STANDARD PRORATION OF SAID BLOCK 11.
THE LIMITS OF DOCUMENT NO.2018-46325 WERE ESTABLISHED FROM RECORD DATA PER
DOCUMENT NO.2018-46325. HELD THE INTERSECTION OF THE SOUTHERLY
RIGHT-OF-WAY LINE OF HAWTHORNE AVENUE AND THE WESTERLY RIGHT-OF-WAY LINE
OF 3RD STREET AS THE NORTHEASTERLY CORNER OF LOT 6, BLOCK 11, PLAT OF CENTER
ADDITION TO BEND, AND ALIGNED SAID RECORD DATA TO THE WESTERLY RIGHT-OF-WAY
LINE OF 3RD STREET.
THE LIMITS OF DOCUMENT NO.2018-12438 WERE ESTABLISHED FROM RECORD DATA PER
DOCUMENT NO.2018-12438. HELD THE INTERSECTION OF THE SOUTHERLY
RIGHT-OF-WAY LINE OF HAWTHORNE AVENUE AND THE EASTERLY RIGHT-OF-WAY LINE OF
3RD STREET AS THE NORTHWESTERLY CORNER OF LOT 1, BLOCK 22, PLAT OF CENTER
ADDITION TO BEND, AND ALIGNED SAID RECORD DATA TO THE EASTERLY RIGHT-OF-WAY
LINE OF 3RD STREET.
NOTE:
REGISTEREDALL RIGHT-OF-WAY LINES SHOWN HEREON
PROFES ONAL ARE PARALLEL WITH CORRESPONDING
LAND RVEYOR CENTERLINE, UNLESS OTHERWISE NOTED.
OREGON
MARCH 14, 2017
SCHUYLER JOEL DURY
78326
RENEWAL 12/31 /2027
SCALE
40 0 20 40 80
61� �� I
1 INCH = 40 FEET
SHEET 7 OF 7
FILE: 2400511-RS
111 SW Fifth Ave., Suite 2400
Portland, OR 97204
0: 503.227.3251
F: 503.224.4681
www.kpff.com
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