HomeMy WebLinkAboutSurvey 20841RECORD OF SURVEY
RIGHT OF WAY MONUMENTATION OF NE NEGUS WAY & NE 17TH STREET
LOCATED IN SECTIONS 2,3 AND 10, TOWNSHIP 15 SOUTH, RANGE 13 EAST; SECTIONS 26, 27, 34 AND 35,
TOWNSHIP 14 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
JUNE 2022
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LEGEND
RIGHT OF WAY LINE
RIGHT OF WAY CENTERLINE
ASSESSOR'S LOT LINE (APPROXIMATE)
SECTIONAL LINE
SECTION CORNER
FOUND SURVEY CONTROL STATIONS
ID
NORTHING
EASTING
3
470669.50
3332482.28
4
470673.20
3333153.65
5
470907.73
3333455.58
6
470857.91
3333923.85
7
470947.39
3334508.93
8
472072.21
3333920.10
9
471985.17
3334618.31
10
472019.67
3335223.32
11
472924.62
3335494.64
12
473666.27
3335736.37
13
474119.78
3335837.32
14
474940.08
3335712.70
15
475388.99
3335380.87
16
475928.86
3335330.28
17
476262.14
3335248.75
19
477135.58
3335268.99
21
478598.95
3335164.34
22
479108.08
3335276.93
23
479955.03
3335404.67
24
480612.45
3335348.64
25
481298.35
3335292.12
26
481273.96
3334991.54
27
481283.98
3335651.09
ALL FOUND SURVEY CONTROL STATIONS ARE
5/8" X 24" REBAR WITH ORANGE PLASTIC CAPS
MARKED "HWA CONTROL" PER (r1)
1►O�
QUARTER SECTION CORNER
0
SUBDIVISION OF SECTION CORNER
Q
FOUND CONTROL STATION PER (rl)
•
FOUND MONUMENT PER (rl)
®
SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "HWA"
O
DIMENSION POINT, NOTHING FOUND OR SET
(r)
RECORD BEARING/DISTANCE PER REFERENCES
(m)
MEASURED BEARING/DISTANCE
212
PLSS MONUMENT IDENTIFIER, SEE SHEET 2
OCRR
OREGON CORNER RESTORATION RECORD
DBC DESTROYED BY CONSTRUCTION
O.R. DESCHUTES COUNTY OFFICIAL RECORDS
NOTE: SEE SHEET 3 FOR A STATION AND OFFSET TABLE OF SET MONUMENTS PER THIS SURVEY
RECORD SURVEY REFERENCES
(r1) "CONTROL, RECOVERY AND RETRACEMENT" SURVEY BY BEN HRON, SURVEY NO.20257.
(r2) LEGALIZATION ORDER NO.2021-006, RECORDED 4/02/2021 AS INST. NO. CJ2021-137.
(6) DEDICATION DEED RECORDED 3/22/2021 AS INST. NO.2021-17988, O.R.
(r4) DEDICATION DEED RECORDED 4/26/2021 AS INST. NO.2021-26134, O.R.
(6) DEDICATION DEED RECORDED 4/26/2021 AS INST. NO.2021-26135, O.R.
(r6) DEDICATION DEED RECORDED 5/11/2021 AS INST. NO.2021-29426, O.R.
(r7) DEDICATION DEED RECORDED 5/26/2021 AS INST. NO.2021-32247, O.R.
NARRATIVE
WE WERE RETAINED BY DAVID EVANS AND ASSOCIATES, INC. TO MONUMENT THE RIGHT OF WAY OF THE LEGALIZED PORTIONS OF NE
NEGUS WAY AND NE 17TH STREET ACCORDING TO LEGALIZATION ORDER NO.2021-006 RECORDED WITH THE DESCHUTES COUNTY
CLERK AS INSTRUMENT NO. CJ2021-137 (r2).
THE RIGHT OF WAY RETRACEMENT AND BASIS FOR LEGALIZATION FOR THE MONUMENTED PORTIONS OF NE NEGUS WAY AND NE 17TH
STREET IS SHOWN IN "CONTROL, RECOVERY AND RETRACEMENT" SURVEY PREPARED BY THIS OFFICE AND FILED WITH THE
DESCHUTES COUNTY SURVEYOR'S OFFICE AS SURVEY NO.20257 (0). PLEASE REFER TO THAT SURVEY FOR DETAILS OF THE RIGHT OF
WAY RETRACEMENT COMPLETED FOR THE LEGALIZATION PROCESS, THE HISTORY OF THE ESTABLISHMENT OF THE RIGHT OF WAY,
HOW IT WAS RESOLVED AND WHAT WAS HELD.
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE LEGALIZED PORTIONS OF RIGHT OF WAY PER (r2), IN ACCORDANCE WITH ORS
368.106(2), AS WELL AS MONUMENT NEWLY ACQUIRED RIGHT OF WAY PER DEDICATION DEEDS REFERENCED HEREIN. MONUMENTS
WITHIN THE RIGHT OF WAY THAT WERE DESTROYED BY RECENT ROAD CONSTRUCTION HAVE BEEN NOTED AS SUCH.
BEARING AND DISTANCE REFERENCES REPORTED HEREON ARE LIMITED TO THE AFOREMENTIONED "CONTROL, RECOVERY AND
RETRACEMENT" SURVEY (r1). BEARINGS FOR THIS SURVEY ARE BASED ON THE PREVIOUS SURVEY (r1), WHICH IS BASED ON THE
CENTRAL OREGON COORDINATE SYSTEM.
0 150 300 600 900 1200 1800
SCALE: 1" = 600'
SHUT S COUNTY SU VEYO
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REGISTERED
PROFESSIONAL
LAND SURVEYDR
OREGON
JULY 10, 2007
PATRICK GAGE COLE
79157
EXPIRES: 12/31 /23
4 lljj�� NAO k
CIVIL ENGINEERING I SURVEYING I PLANNING
62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703
PH: (541)389-9351 1 FAX: (541)388-5416
WEB: WWW.HWA-INC.ORG
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IS: \Land Projects\200106-Negus Way Survey\dwg\SURVEY\200106-ROS.dwg June 25, 2020 - 8:25am
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SHEET 1 OF 10
RECORD OF SURVEY
OCRR 0009
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S89'42'27"W 2633.73'(rl )
RIGHT OF WAY MONUMENTATION OF NE NEGUS WAY & NE 17TH STREET
LOCATED IN SECTIONS 2,3 AND 10, TOWNSHIP 15 SOUTH, RANGE 13 EAST; SECTIONS 26, 27, 34 AND 35,
TOWNSHIP 14 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
1 JUNE 2022
OCRR 2042
302
27,26
34 35
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221 �-
219
OCRR 2043
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S89'53'19"W 2638.93'(r1)
3 212
OCRR 2044
C E 1/16 S89'4355"W 1319.49'(r1)
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S89'4547"W 1320.71'(r1)
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S89'45'14"W 2642.80'(r1)
to
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S. 1/16
+06
294
1 OCRR 1272
S89'34'27"W 5254.16'(rl )
26 25
35 36 OCRR 0030
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ALUMINUM CAP MONUMENT DETAILS
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T. 15 S.
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279
2 1 OCRR 0004
RECOVERED PUBLIC LAND SURVEY SYSTEM CORNER MONUMENTS
ID
NORTHING
EASTING
DESCRIPTION
1
481286.60
3340550.42
CORNER OF SECTIONS 25, 26, 35, 36; T. 14 S. R. 13 E.; 5/8" REBAR WITH 3-1/4" ALUMINUM CAP, FLUSH
2
460142.99
3335307.37
CORNER OF SECTIONS 14, 15, 22, 23; T. 15 S. R. 13 E.; 3-1/4" ALUMINUM CAP IN CONCRETE, 0.3' AGL; NOT GRAPHICALLY DEPICTED HEREON
212
475992.77
3335284.14
CORNER OF SECTIONS 2, 3, 34, 35; TPS. 14 & 15 S., R. 13 E.; 5/8" REBAR WITH 3-1/4" ALUMINUM CAP IN MONUMENT WELL PER OCRR 2044
219
478620.13
3335290.23
QUARTER SECTION CORNER OF SECTIONS 34, 35; T. 14 S., R. 13 E.; 5/8" REBAR WITH 3-1/4" ALUMINUM CAP IN MONUMENT WELL PER OCRR 2043
221
478615.71
3333971.74
CENTER EAST ONE -SIXTEENTH SECTION CORNER OF SECTION 34; T. 14 S., R. 13 E.; 1/2" IRON PIPE, 0.3' BPVMT
223
479933.91
3335293.48
NORTH ONE -SIXTEENTH SECTION CORNER OF SECTIONS 34, 35; T. 14 S., R. 13 E.; 5/8" REBAR, 0.2' BGL
252
472030.60
3335251.57
SOUTH ONE -SIXTEENTH SECTION CORNER OF SECTIONS 2, 3; T. 15 S., R. 13 E.; 3/4" IRON PIPE, 0.2' AGL
255
473348.54
3335261.42
QUARTER SECTION CORNER OF SECTIONS 2, 3; T. 15 S., R. 13 E.; 1" IRON PIPE, 0.2' AGL
257
472027.70
3334591.40
CENTER EAST SOUTHEAST ONE -SIXTY-FOURTH SECTION CORNER OF SECTION 3; T. 15 S., R. 13 E.; 3/4" IRON PIPE, 0.4' AGL - DBC
268
478634.84
3337916.36
CENTER QUARTER SECTION CORNER OF SECTION 35; T. 14 S., R. 13 E.; 5/8" REBAR WITH YPC *BAXTER LS2041" 0.1' AGL
271
472024.56
3333931.23
SOUTHEAST ONE -SIXTEENTH SECTION CORNER OF SECTION 3; T. 15 S., R. 13 E.; 3/4" IRON PIPE, 0.3' AGL
279
476007.27
3340551.27
CORNER OF SECTIONS 1, 2, 35, 36; TPS. 14 & 15 S., R. 13 E.; 5/8" REBAR WITH 3-1/4" ALUMINUM CAP, 0.5' BGVL
290
470706.55
3333920.32
EAST ONE -SIXTEENTH SECTION CORNER OF SECTIONS 3, 10; T. 15 S., R. 13 E.; 5/8" REBAR WITH YPC "ILL", 1.2' BGL, POE
294
1 470712.60
3335241.80
CORNER OF SECTIONS 2, 3, 10, 11; T. 15 S., R. 13 E.; 1" IRON PIPE IN CASE, 0.3' BPVMT
295
470704.07
3333259.83
WEST -EAST ONE -SIXTY-FOURTH SECTION CORNER OF SECTIONS 3, 10; T. 15 S., R. 13 E.; 1/2" IRON PIPE, 0.2' BGL
302
481247.55
3335296.40
CORNER OF SECTIONS 26, 27, 34, 35; T. 14 S., R. 13 E.;1-1/4" IRON ROD IN MONUMENT WELL PER OCRR 2042.
305
481234.10
3332662.70
QUARTER SECTION CORNER OF SECTIONS 27, 34; T. 14 S., R. 13 E.; 5/8" REBAR IN 1" IRON PIPE WITH 3-1/4" ALUMINUM CAP, 1.0' BGL
306
473342.37
3333941.95
CENTER -EAST ONE SIXTEENTH SECTION CORNER OF SECTION 3; T. 15 S., R. 13 E.; 3/4" IRON PIPE, 0.6' BGL
307
475987.64
3332645.21
QUARTER SECTION CORNER OF SECTIONS 3, 34; TPS. 14 & 15 S., R. 13 E.; 5/8" REBAR IN 3/4" IP WITH 3-1/4" ALUMINUM CAP, 0.3' BGL
308
470701.24
3332599.02
QUARTER SECTION CORNER OF SECTIONS 3, 10; T. 15 S., R. 13 E.; 2-1/2" SS POST WITH 3-1/4" ALUMINUM CAP IN CASE, 0.6' BPVMT
317
472019.09
3332610.57
CENTER -SOUTH ONE -SIXTEENTH SECTION CORNER OF SECTION 3; T. 15 S., R. 13 E.; 5/8" REBAR WITH YPC "POAGE ENG. & SURVEYING", 0.5' AGL
318
472019.03
3332610.09
5/8" REBAR LEANING, 0.4' AGL, POE, WITHIN LOCUS OF 317, NOT ACCEPTED AS CONSISTENT WITH THE RECORD
319
472021.67
3333270.87
CENTER -WEST SOUTHEAST ONE -SIXTY-FOURTH SECTION CORNER OF SECTION 3; T. 15 S., R. 13 E.; 1/2" IRON PIPE, 0.1' BGL
321
468061.52
1 3332609.99
1 CENTER QUARTER SECTION CORNER OF OF SECTION 10; T. 15 S., R. 13 E.; 3/4" IRON PIPE, 0.2' BPVMT
AGL=ABOVE GROUND LEVEL; BGL=BELOW GROUND LEVEL; BPVMT=BELOW PAVEMENT ROAD; BGVL=BELOW GRAVEL ROAD;
YPC=YELLOW PLASTIC CAP; POE=POINT OF ENTRY, COGRID=COUNTY GRID; SS=STAINLESS STEEL
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0 150 300 600 900 1200 1800
SCALE: 1" = 600'
S:\Land Projects\200106-Negus Way Survey\dwg\SURVEY\200106-ROS.dwg June 25, 2020 - 8: 25am
REGISTERED
PROFESSIONAL
LAND SURVEYIf
OREGON
JULY 10, 2007
PATRICK GAGE COLE
79157
EXPIRES: 12/31/23
VA
CIVIL ENGINEERING I SURVEYING I PLANNING
62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703
PH: (541)389-9351 1 FAX: (541)388-5416
WEB: WWW.HWA-INC.ORG
SHEET 2 OF 10
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SECTION 3
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321
RECORD OF SURVEY
RIGHT OF WAY MONUMENTATION OF NE NEGUS WAY & NE 17TH STREET
LOCATED IN SECTIONS 2,3 AND 10, TOWNSHIP 15 SOUTH, RANGE 13 EAST; SECTIONS 26, 27, 34 AND 35,
TOWNSHIP 14 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
JUNE 2022
n F=TA I I A
OUTALC: 1 =LU
311
N
_N
w 632
N
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M 1310
o
0
z
STA 10+00.00 f
BEGIN R/W CENTERLINE ( o
NE NEGUS WAY � M
N
N)470703.92 N
E)3332599.04
2.68'��
il
OCRR876
513030001701
SEE DETAIL A ABOVE TO
S89'41'13"W 507.18' STA 15+07.59 PC
N28'08'41"W 30.00'
6
16+0031-\
630 C4
11+00 M _ N89'4_1'13"E 507.59' 14+00 C?
600 0 -T 13+00....... NE NEGUS WAY 15+00r- D5
12+00 S89'41'13"W 467.66' 601
N28'08'41 "W 30.00'-
tL1
5131 oAO00200
MONUMENTS RECOVERED PER (r1)
ID
NORTHING
EASTING
DESCRIPTION
STATUS
STATION
OFFSET
280
470853.20
3333921.85
1/2" IP, 0.2' BGL
RECOVERED
23+35.14
61.28' R
281
470914.41
3333933.06
3/4" IP W/YPC "ILLEGIBLE", -0.3' BGL
DBC
23+74.12
29.75' R
282
470988.23
3333953.94
3/4" IP, 0.2' AGL
RECOVERED
24+35.97
29.92' R
283
470988.84
3333893.88
3/4" IP, 0.1' AGL
DBC
24+36.04
30.16' L
284
470848.37
3333848.14
3/4" IP, 0.1' BGL
RECOVERED
22+86.41
30.07' R
285
470842.52
3333808.30
3/4" IP W/YPC "POVEY & ASSOC", 0.5' BGL
RECOVERED
22+54.22
30.07' R
286
470902.66
3333807.74
3/4" IP, 0.2' AGL
DBC
22+54.27
30.07' L
287
470839.10
3333470.13
3/4" IP W/YPC "POVEY & ASSOC", 0.3' BGL
RECOVERED
19+16.04
30.07' R
289
470899.25
3333469.53
3/4" IP, 0.1' AGL
RECOVERED
19+16.05
30.07' L
291
470946.58
3334412.13
5/8" IR W/YPC "KERN LS 1081", 0.2' BGL
RECOVERED
2921
470952.82
3334505.47
3/4" IP W/YPC "ILLEGIBLE", 0.2' BGL
RECOVERED
293
470892.78
3334509.42
314" IP W/YPC "POVEY & ASSOC", 0.3' AGL
RECOVERED
296
470703.96
3333289.74
1/2" IP W/YPC "PLS 1642", 0.2' AGL
RECOVERED
16+55.64
73.85' R
297
470703.82
3333213.82
1/2" IP, 0.3' BGL
RESET
16+04.56
29.97' R
298
470761.95
3333290.26
1/2" IP, 0.5' AGL
RECOVERED
16+94.07
30.43' R
299
470777.48
3333307.09
3/4" IP, 0.9' AGL
RECOVERED
17+16.96
29.76' R
300
470816.32
3333260.70
1/2" IP, 0.1' AGL
RECOVERED
17+07.44
29.99' L
301
470822.75
3333268.02
3/4" IP W/YPC "POVEY & ASSOC", 0.2' AGL
RECOVERED
17+17.17
30.05' L
309
470655.94
3332559.20
5/8" IR W/YPC "LS2527", 0.2' BGL
RECOVERED
310
470731.15
3332599.34
5/8" IR W/YPC "LS2527", 0.2' BGL
RECOVERED
10+00.45
27.23' L
311
470746.16
1 3332599.47
5/8" IR W/YPC "LS2527", 1.0' BGL
RECOVERED
10+00.66
42.24' L
IP=IRON PIPE (INSIDE 0); IR=IRON ROD; YPC=YELLOW PLASTIC CAP
AGL=ABOVE GROUND LEVEL; BGL=BELOW GROUND LEVEL
STATION I NG=R IGHT OF WAY CENTERLINE OF NE NEGUS WAY
DBC=DESTROYED BY CONSTRUCTION
RESET=RESET AS SHOWN PER THIS SURVEY
SEE SHIEET4
IN
S89'31'34"E 30.00'(m,r6) co #'
N
tL1513p30
'02 2013 � _ TO513p3pp01 801 TO513p3ppp1 gp0
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I
513030001703 1 `t o
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STA 24+36.08 PT N
I
283 I STA 23+94.80
GAO DBC+ 282 N69'18'30"W 30.00'
DEDICATION 24+00 I DEDICATION O.R. 2021-17988
O.R.2021-29426 i 20 N72*19'43"W 61.40'(m,r3) 291 292
I �
STA 22+54.45 PC 286 �� Vim, i 2001 w
289 2012 pg��' G, ------ I��S03'50'27"E 30.00'(m,r3) NE MAPLE AVE.,--.
------- ---- Op I _ _ _ - ---- - 293
I pp N00'34'42"W 30.00'(m,r6) i _ 140.40' -2�'� -- _ 28g� C b N 68 '09'33"E 666.17 0
_ _
I287 N NEGUS S WAY'18"W 338.40' 22+00 285 284
��ro E 280
301 I 300 STA 19+16.04 PT
STA 17+17.07 PC STA 22+89.59 SI
7 29 51303000170p I
9 TO
X
1 298
S48'59'44"W 67.44'
30' 295 SECTION 3 290
r222)33
97 W-E 1/64 296 SECTION 10 E. 1/16
U) 1pA0pp100 I
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CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
Cl
142.04'
200.00'
40'4129"
N69'20'28"E 139.07'
C2
97.15'
200.00'
27'49'54"
N75'46'16"E 96.20'
C3
44.89'
200.00"
12'51'36"
N55'25'32"E 44.80'
C4
82.58'
170.00'
27'49'54"
N75'46'16"E 81.77'
C5
111.72'
230.00'
27'49'54"
N75'46'16"E 110.63'
C6
198.97'
282.00'
40'25'35"
S69'12'31 "W 194.87'
C7
181.63'
117.00'
88'56'52"
N44'56'52"E 163.94'
C8
35.14'
117.00'
17*12'35"
N80'49'01 "E 35.01'
C9
146.49'
117.00'
71 *44'18"
N36'20'35"E 137.11'
C10
357.06'
230.00'
88'56'52"
N44'56'52"E 322.27'
C11
472.61'
302.00'
89'39'49"
S45'18'20"W 425.84'
C13
283.58'
220.00'
73*51'17"
N53'12'36"E 264.35'
C14
374.90'
930.00'
23'05'50"
N04'44'03"E 372.37'
C15
362.81'
900.00'
23'05'50"
N04'44'03"E 360.36'
C16
387.00'
960.00'
23'05'50"
N04'44'03"E 384.38'
C18
183.26'
500.00'
20'59'59"
N17'18'51"W 182.23'
C19
172.26'
470.00'
20'5959"
N17'18'51 "W 171.30'
C20
194.25'
530.00'
20'5959"
N17'18'51 "W 193.17'
C21
229.14'
780.00'
16'4955"
S19'23'53"E 228.32'
C22
220.33'
750.00'
16'49'55"
S1923'53"E 219.54'
C23
237.96'
810.00'
16'49'55"
S19'23'53"E 237.10'
C24
223.98'
1171.64'
10*57'11"
SO4'27'14"E 223.64'
C25
223.41'
1141.64'
11-12-45"
SO4'35'01 "E 223.06'
C26
224.53'
1201.64'
10'42'21"
SO4'19'49"E 224.20'
E00CHUT�U SURVEYORD By: c
NORTH
010 50 100 150 200 300
SCALE: 1" = 100'
86'09'33"E 162.66'(m,r3)
SET R/VV MONUMENTS
NEGUS WAY ALIGNMENT
ID
STATION
OFFSET
600
10+39.93
30.00' R
601
15+07.59
30.00' R
602
64+52.54
30.00' L
603
68+27.44
30.00' L
604
74+65.32
30.00' L
605
76+48.57
30.00' L
606
79+90.38
30.00' L
630
15+07.59
30.00' L
631
16+04.74
30.00' L
632
10+00.42
30.00' L
633
82+19.53
30.00' L
2000
23+94.80
30.00' R
2001
23+96.61
91.34' R
2012
21+14.05
30.00' L
2013
25+76.48
30.00' L
2022
86+57.56
30.67' R
2023
86+57.69
30.00' R
2025
82+19.53
30.00' R
2026
79+90.38
30.00' R
2027
76+48.57
30.00' R
2028
74+65.32
30.00' R
2029
68+27.44
30.00' R
2030
64+52.54
30.00' R
2031
49+40.64
30.00' L
2032
47+29.39
30.00' R
2033
16+04.74
30.00' R
513030001802
TO
tL1 513000000, 03
SET RNV MONUMENTS
17TH STREET ALIGNMENT
ID
STATION
OFFSET
610
100+05.20
30.88' L
611
111+63.14
30.00' L
612
126+29.29
29.35' R
621
143+06.96
30.00' L
624
143+06.60
30.00' R
628
152+26.90
30.00' L
629
102+23.98
30.00' L
2002
123+85.45
30.00' R
2003
123+85.45
41.00' R
2004
120+52.45
30.00' R
2005
120+52.45
41.00' R
2006
121 +75.60
30.00' L
2007
121 +75.60
40.00' L
2008
119+08.30
40.00' L
2009
119+08.30
30.00' L
2010
125+83.69
30.00' L
2011
126+07.46
64.49' L
2015
152+25.71
50.54' R
2016
151 +81.59
30.00' R
2017
126+00.44
66.49' R
2018
125+74.98
30.00' R
2019
126+58.48
30.63' L
2020
111 +89.22
30.00' R
2021
102+23.98
30.00' R
2024
100+05.06
30.00' L
REGISTERED
PROFESSION
LAND SURVEY
W"-vk?�" �i�
OREGON
JULY 10, 2007
PATRICK GAGE COLE
79157
EXPIRES: 12/31/23
4 \Ao k
CIVIL ENGINEERING I SURVEYING I PLANNING
62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703
PH: (541)389-9351 I FAX: (541)388-5416
WEB: WWW.HWA-INC.ORG
IS: \Land Projects\200106-Negus Way Survey\dwg\SURVEY\200106-ROW Monumentation RS.dwg Jun 15, 2022 - 4: 25pm
SHEET 3 OF 10
513030000404
TL1
273
C-E 1 /16
306
30' 1 30
SE
/16
RECORD OF SURVEY
RIGHT OF WAY MONUMENTATION OF NE NEGUS WAY & NE 17TH STREET
LOCATED IN SECTIONS 2,3 AND 10, TOWNSHIP 15 SOUTH, RANGE 13 EAST; SECTIONS 26, 27, 34 AND 35,
TOWNSHIP 14 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
JUNE 2022
�
1513030000302 l51303000030
o
TO ( TL
STA 36+52.42 PT
_ 288 36_ :00 �o- 37� 00 _ 38�+0� _ 39 F �0 _ N89'51'45"W 774.04'
��
40+00 DBC C-ESE 1164 41+00
259
Gi
M 42+00 43+00 44+00
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b nlC= K=r"I IQ XAiAV
M _
STA 47+10.05 PT-,,,,
251
DBC
/ tx�
45XOp� .
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247
DB
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48+00
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49
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1 252 S. 1116
3
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MONUMENTS RECOVERED PER (rl)
o STA 31+79.81 PC ID NORTHING EASTING DESCRIPTION STATUS STATION OFFSET
+ 247 472308.12 3335253.61 5/8" IR W/1.5" ALCAP "ILLEGIBLE", 0.2' BPVMT DBC 48+34.87 0.03' L
276 raj 41 275 249 472198.26 3335252.88 1/2" IP, 0.2' AGL RESET 47+29.21 30.07' R
DBC ; 250 472179.84 3335247.37 3/4" IP W/YPC "POVEY & ASSOC", 0.1' AGL RECOVERED 47+10.00 29.95' R
i 251 472196.73 3335189.94 3/4" IP W/YPC "POVEY & ASSOC", 0.2' AGL DBC 47+10.10 29.92' L
30' 30' 253 472059.80 3335007.04 3/4" IP, 0.7' BGL RECOVERED 44+26.50 29.83' L
00 254 471999.90 3335006.83 1" DRILL HOLE IN ROCK RECOVERED 44+26.43 30.07' R
_+ 258 472061.88 3334233.08 3/4" IP, 0.4' AGL RECOVERED 36+52.53 30.05' L
M 259 472001.76 3334232.72 3/4" IP W/YPC "POVEY & ASSOS", 0.1' AGL RECOVERED 36+52.30 30.06' R
Q 270 472060.94 3334591.78 1/2" IP, 0.1' AGL RECOVERED 40+11.24 29.97' L
272 472024.95 3333961.28 1/2" IP, 0.2' BGL RECOVERED 34+27.43 98.60' L
513p30001 IN U) 00 273 472024.48 3333901.24 1/21, IP, 0.2' BGL RECOVERED 33+97.01 141.10' L
TL1 W + 274 471920.57 3333960.35 3/4 IP W/YPC POVEY & ASSOS , 0.3 BGL RECOVERED 33+62.10 30.07 L
Z M 275 471732.03 3333960.22 3/4" IP W/YPC "POVEY & ASSOC", 0.3' BGL RECOVERED 31+79.77 30.04' R
W 277 276 471732.62 3333900.14 3/4" IP, 0.2' AGL DBC 31+79.86 30.04' L
Z
277 471509.09 3333958.37 5/8" IR W/YPC "KERN LS1081", 0.2' BGL RECOVERED 29+56.82 30.03' R
278 471366.00 3333957.10 1/2" IP, 0.3' BGL RECOVERED 28+13.73 29.95' R
O 288 472025.48 3334081.16 1/2" IP, 0.3' AGL RECOVERED 35+09.08 29.98' L
0
N IP=IRON PIPE (INSIDE 0); IR=IRON ROD; YPC=YELLOW PLASTIC CAP
AGL=ABOVE GROUND LEVEL; BGL=BELOW GROUND LEVEL
STATIONING=RIGHT OF WAY CENTERLINE OF NE NEGUS WAY
n DBC=DESTROYED BY CONSTRUCTION
RESET=RESET AS SHOWN PER THIS SURVEY
278
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STA 23+94.80 010 50 100 150 200 300 JULY 10, 2007 62930 O.B. RILEY ROAD, SM 100, BEND, OR 97703
283
��� DBC♦ 2���N69*18'30"W 30.00' PATRICK GAGE COLS PH: (541)389-9351 I FAX: (541)388-5416
WEB: WWW.HWA-INC.ORG
SCALE: 1" = 100' 79157
EXPIRES: 12/31/23 SHEET 4 OF 10
UA
IS:\Land Projects\200106-Negus Way Survey\dwg\SURVEY\200106-ROW Monumentation RS.dwg Jun 15, 2022 - 4:25pm
RECORD OF SURVEY
513030000301
TO
RIGHT OF WAY MONUMENTATION OF NE NEGUS WAY & NE 17TH STREET
LOCATED IN SECTIONS 2,3 AND 10, TOWNSHIP 15 SOUTH, RANGE 13 EAST; SECTIONS 26, 27, 34 AND 35,
TOWNSHIP 14 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
JUNE 2022
SEE SHEET 6
'
�
STA 66+39.99 PI
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190.04'(m,r2)
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SEE SHEET 4
2032
MONUMENTS RECOVERED PER (r1)
ID
NORTHING
EASTING
DESCRIPTION STATUS STATION OFFSET
242
473852.38
3335736.08
5/8" IR, 0.2' AGL
RESET
64+52.47
30.1 V R
243
473860.86
3335707.19
5/8" IR W/1.5" ALCAP "ILLEGIBLE", 0.2' BPVMT
DBC
64+52.51
0.00,
246
474043.35
3335760.51
3/4" IP WNPC "PLS 1652", 0.3' BGL
DBC
66+40.04
19.24' R
248
472417.84
3335254.42
1/2" IP W/YPC "POVEY & ASSOC", 0.3' AGL
I RESET
49+40.42
1 30.02' L
INC
010 50 100 150 200 300
SCALE: 1" = 100'
IP=IRON PIPE (INSIDE 0); IR=IRON ROD; YPC=YELLOW PLASTIC CAP
AGL=ABOVE GROUND LEVEL; BGL=BELOW GROUND LEVEL
STATION ING=RIGHT OF WAY CENTERLINE OF NE NEGUS WAY
DBC=DESTROYED BY CONSTRUCTION
RESET=RESET AS SHOWN PER THIS SURVEY
DESCNUiES COUNTY SURVEYOR
FRM oL az z0z 8Y: CIO I
REGISTERED
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LAND SURVEvXK
4NNok
OREGON CIVIL ENGINEERING I SURVEYING I PLANNING
JULY 10, 2007 62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703
PATRICK GAGE COLE PH: (541)389-9351 1 FAX: (541)388-5416
79157 1 WEB: WWW.HWA—INC.ORG
EXPIRES: 12/31/23
Uri
a
IS: \Land Pro jects\200106—Negus Way Survey\dwg\SURVEY\200106—ROS.dwg June 25, 2020 — 8: 25am
1
SHEET 5 OF 10
RECORD OF SURVEY
RIGHT OF WAY MONUMENTATION OF NE NEGUS WAY & NE 17TH STREET
LOCATED IN SECTIONS 2,3 AND 10, TOWNSHIP 15 SOUTH, RANGE 13 EAST; SECTIONS 26, 27, 34 AND 35,
TOWNSHIP 14 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
JUNE 2022
RIFF SHEET 77
STA 79+90.38 PC
coo lk234
k 233
I 00
DBC
�
I606-lX
3�
03
30000001
TL151
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k00
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STA 76+48.57 PT
k
00
238
2027
605
237
DBC
92.66'
!
STA 75+56.95 PI
\00 0/-STA
t 239
DBC
92.66'
of
I
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(nor, 241
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604-14 STA 74+65.32 PC
I 1
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1 245
244
I 603� o DBC
I 00
cfl
I
0
0
190.04'(m,r2)
I � �
2029
MONUMENTS RECOVERED PER (rl)
ID
NORTHING
EASTING
DESCRIPTION
STATUS
STATION
OFFSET
233
475341.65
3335448.52
5/8" IR W/1.5" ALCAP "ILLEGIBLE", 0.2' BPVMT
DBC
79+90.38
0.00,
234
475355.55
3335475.16
5/8" IR W/YPC "ARMSTRONG S&E LS2796", 0.1' AGL
RESET
79+90.25
30.05' R
237
475039.26
3335608.05
5/8" IR W/1.5" ALCAP "ILLEGIBLE", 0.1' BPVMT
DBC
76+48.49
0.00,
238
475053.17
3335634.64
5/8" IR W/YPC "ARMSTRONG S&E LS2796", 0.2' AGL
RESET
76+48.40
30.02' R
239
474957.36
3335651.21
SPIKE, 0.4' BPVMT
DBC
75+56.94
8.48' R
240
474865.37
3335662.24
5/8" IR W/1.5" ALCAP "ILLEGIBLE", 0.2, BPMT
DBC
74+65.33
0.00,
241
474868.87
3335692.10
5/8" IR W/YPC "ARMSTRONG S&E LS2796" FLUSH
RESET
74+65.26
30.06' R
244
474231.92
3335737.94
5/8" IR W/1.5" ALCAP "ILLEGIBLE", 0.2' BPVMT
DBC
1 68+27.38
0.00'
245
474235.53
3335767.84
5/8" IR W/YPC "ARMSTRONG S&E LS2796", 0.4, AGL
RESET
68+27.41 1
30.12' R
\-STA 66+39.99 PI
010 50 100 150 200 300
SCALE: 1" = 100'
IP=IRON PIPE (INSIDE 0); IR=IRON ROD; YPC=YELLOW PLASTIC CAP
AGL=ABOVE GROUND LEVEL; BGL=BELOW GROUND LEVEL
STATION ING=RIGHT OF WAY CENTERLINE OF NE NEGUS WAY
DBC=DESTROYED BY CONSTRUCTION
RESET=RESET AS SHOWN PER THIS SURVEY
SUES COUNTY SURVEYOR
FILED OG zZ *z '22- Sys* aS
REGISTERED
PROFESSIONAL
LAND SURV
OREGON
JULY 10, 2007
PATRICK GAGE COLE
79157
EXPIRES: 12/31/23
4 )00 k
CIVIL ENGINEERING I SURVEYING I PLANNING
62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703
PH: (541)389-9351 1 FAX: (541)388-5416
WEB: WWW.HWA-INC.ORG
Nit
IS: \Land Projects\200106-Negus Way Survey\dwg\SURVE
106-ROS.dwg June 25, 2020 - 8:27am
SHEET 6 OF 10
RECORD OF SURVEY
SEE SHIME 1 0
STA 106+06.08 SI
106+00
jL_1 413340002001
629
OCRR 0033 SEE DETAIL B BELOW -,
307 SECTION 34 610
Illiza-C-SECTION 3 \
2024
610
513p3ppp02po
TL1
15130300001 p1
TO
2024
210
269
DBC
RIGHT OF WAY MONUMENTATION OF NE NEGUS WAY & NE 17TH STREET
LOCATED IN SECTIONS 2,3 AND 10, TOWNSHIP 15 SOUTH, RANGE 13 EAST; SECTIONS 26, 27, 34 AND 35,
TOWNSHIP 14 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
JUNE 2022
M NE VARNISH AVE.
0
m 262
TI_1 41335CO03098
211
DBC
L 2021
to
N
U
STA 102+23.98 PT
TO
41335CO03099
215
I c" SECTION 35
SECTION 2
2022
2023
�► o
co END NEGUS WAY, BEGIN 17TH STREET
I
216
25' 30�
0 5130000001 p3
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Jlr/1LC: 1 =LV
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OCRR 2044
NE U PAS AVE.
STA 82+19.53 PT
231
--2025
-232
DBC
mIc,, 633J
82+00
z z
00
w
30,
w
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lu)
229\
DBC
co
I
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SEE INSET BELOW
25.67' •I' 30.45'
30.54' _ 4- 30.54'
213
DBC
1 �
0
co
STA 79+90.38 PC
r-2026
234
DBC
SEE SHEET 6
INSET 213
SCALE:1"=5' DBC
OCRR 2044 STA 100+00.00 BEGIN R/W CENTERLINE
2i 2 4.76' �� NE 17TH STREET
3.99' N)475992.78
0.77' E)3335288.90
7CTA86+63.43 END R/W CENTERLINE
NE NEGUS WAY
N)475992.78
E)3335288.12
OCRR 0004
279
35 36
2 1
MONUMENTS RECOVERED PER (r1)
ID
NORTHING
EASTING
DESCRIPTION
STATUS
STATION
OFFSET
210
476627.56
3335309.37
5/8" IR, 0.3' BGL
RECOVERED
**106+36.40
30.48' R
211
476215.68
3335271.37
SPIKE, 0.3' BPVMT
DBC
**102+23.92
0.16' L
213
475993.00
3335288.17
5/8" IR W/1.5" ALCAP, 0.3' BPVMT
DBC
*86+63.64
0.08' R
214
475993.07
3335318.70
5/8" IR W/1.5" ALCAP FLUSH W/PAVEMENT
DBC
*86+57.88
30.07' R
215
476022.88
3335314.27
3/4" IP, 0.5' BGL
RECOVERED
**100+25.94
29.90' R
216
475888.51
3335282.97
1/2" IP, 0.4' BGL
RECOVERED
*85+62.05
24.92' L
229
475421.46
3335385.42
1/2" IP FLUSH
DBC
*80+87.58
24.81' L
230
475552.19
3335348.36
3/4" IP, 0.2' BGL
RECOVERED
*82+19.43
24.80' L
231
475562.67
3335402.19
5/8" IR W/YPC "ARMSTRONG S&E LS2796", 0.2' AGL
RESET
*82+19.46
30.04' R
232
475557.03
3335372.78
5/8" IR W/1.5" ALCAP "ILLEGIBLE" FLUSH W/PAVEMENT
DBC
*82+19.53
0.10' R
261
476625.72
3335559.71
1/2" IR, 0.2' AGL
RECOVERED
**106+39.04
280.81' R
262
476566.00
3335529.54
1/2" IP, 0.1' AGL
RECOVERED
**105+78.79
251.71' R
269
476567.23
3335308.49
5/8" IR, 0.3' AGL, IN BASE OF TREE
DBC
**105+76.07
30.67' R
IP=IRON PIPE (INSIDE 0); IR=IRON ROD; YPC=YELLOW PLASTIC CAP
AGL=ABOVE GROUND LEVEL; BGL=BELOW GROUND LEVEL
STATION ING=RIGHT OF WAY CENTERLINE OF NE NEGUS WAY
DBC=DESTROYED BY CONSTRUCTION
RESET=RESET AS SHOWN PER THIS SURVEY
*STATION=RIGHT OF WAY CENTERLINE OF NE NEGUS WAY
**STATION=RIGHT OF WAY CENTERLINE OF NE 17TH STREET
.0 LrrES COUNTY SURVEY0III I
Fl G 2,2022 nY: C� l rl s
IS: \Land Projects\200106-Negus Way Survey\dwg\SURVEY\200106-ROW Monumentation RS.dwg Jun 15, 2022 - 4: 27pm
010 50 100 150 200 300
FE
SCALE: 1" = 100'
REGISTERED
PROFESSIONAL
LAND SURVEY14 NAO k
OREGON CIVIL ENGINEERING I SURVEYING I PLANNING
JULY 10, 2007 62930 O.B. RILEY ROAD, SM 100, BEND, OR 97703
PATRICK GAGE COLE PH: (541)389-9351 1 FAX: (541)388-5416
79157
WEB: WWW.HWA-INC.ORG
EXPIRES: 12/31/23 SHEET 7 OF 10
N4
zo
RECORD OF SURVEY
RIGHT OF WAY MONUMENTATION OF NE NEGUS WAY & NE 17TH STREET
LOCATED IN SECTIONS 2,3 AND 10, TOWNSHIP 15 SOUTH, RANGE 13 EAST; SECTIONS 26, 27, 34 AND 35,
TOWNSHIP 14 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
JUNE 2022
IsCEC IsHEE r g
124+00 I oV--,
2002
z
-2003
S88'58'38"E 30.00'(m,r5)
N88'58'38"W 10.00'(m,r5)
2007 -
413340002008
TL1
TL1 413340002005
2006 --�
STA 121 +75.60 -�
41' --1
DEDICATION 2021-26135
2009
2008
N88'58'38"W 10.00'(m,r5)
S88'58'38"E 30.00'(m,r5)
STA 119+08.30
STA 114+35.17 SI
Lo
L
E
0
M
ri
co
N
w
it
N
N
0
0
z
202
228
tL1 4133400p2003 204
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I
0.
of
000 I
rI-
II
0
0
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0
co
r-
�I
30'
I
01
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r-
(I
f -
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0
+�00 201
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C6
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Il . �-
w203
12+00
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SR
/NF
264
205
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208 =
STA 106+06.08 SI
�S88'58'38"E 11.00'(m,r4)
N88'58'38"W 30.00'
STA 123+85.45
E
O
O
M
M
M
3 00
41335Cppp1
N TO
O
0
DEDICATION 2021-26134
41'
2004
-2005
N88'58'38"W 11.00'(m,r4)
N88'58'38"W 30.00'(m,r4)
STA 120+52.45
0
co NE WALNUT AVE.
TL1 4133[)5000700
FA�) 1
71'
2020 P
G v���
TO41335CO02900
M NE VARNISH AVE.
106+00
I269
tDBC
o H
+
o '-
W
z
00 I)
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w 0
(V +
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O
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Z O
11 Lo
0
0
00
O
I
10
O
0
30' 1 1130' 210
-,. !
IS: \Land Projects\200106-Negus Way Survey\dwg\SURVEY\200106-ROS.dwq June 25, 2020 - 8: 28am
MONUMENTS RECOVERED PER (rl)
ID
NORTHING
EASTING
DESCRIPTION
STATUS
STATION
OFFSET
200
477456.56
3335323.48
5/8" IR, 0.4' BGL
RECOVERED
114+65.53
29.80' R
201
477396.58
3335322.33
5/8" IR, 0.4' BGL
RECOVERED
114+05.53
29.71' R
202
477629.78
3335266.71
1/2" IR FLUSH
RECOVERED
116+37.70
30.06' L
203
477205.67
3335236.21
5/8" IR, 0.5' BGL
RECOVERED
112+13.12
52.99' L
204
477240.94
3335259.92
1/2" IR, 0.5' AGL
RECOVERED
112+48.81
29.91' L
205
477056.83
3335316.29
5/8" IR, 0.4' AGL
RECOVERED
110+65.73
29.73' R
208
477019.14
3334928.97
1/2" IP W/YPC "ILLEGIBLE", 0.2' AGL
RECOVERED
110+21.13
356.85' L
228
477306.37
3335260.84
1/2" IR, 0.2' BGL
RECOVERED
113+14.24
30.16' L
264
477040.51
3334836.85
5/8" IR FLUSH
RECOVERED
110+40.85
449.33' L
265
477955.46 1
3335642.11
1/2" IR FLUSH
RECOVERED
119+70.04
339.47' R
IP=IRON PIPE (INSIDE 0); IR=IRON ROD; YPC=YELLOW PLASTIC CAP
AGL=ABOVE GROUND LEVEL; BGL=BELOW GROUND LEVEL
STATIONING=RIGHT OF WAY CENTERLINE OF NE NEGUS WAY
DBC=DESTROYED BY CONSTRUCTION
RESET=RESET AS SHOWN PER THIS SURVEY
D�SCHUTE3 COUNTY SURVEY
FBY:
(1)
NORTH
010 50 100 150 200 300
SCALE: 1 " = 100'
REGISTERED
261 PROFESSIONAL
LAND SURVEY
262
OREGON CIVIL ENGINEERING I SURVEYING I PLANNING
JULY 10, 2007 62930 O.B. RILEY ROAD. STE. 100, BEND, OR 97703
PH: (541)389-9351 ( FAX: (541)388-5416
PATRICK GAGE COLE WEB: WWW.HWA-INC.ORG
79157
EXPIRES: 12/31/23 SHEET 8 OF 10
t
RECORD OF SURVEY
RIGHT OF WAY MONUMENTATION OF NE NEGUS WAY & NE 17TH STREET
LOCATED IN SECTIONS 2,3 AND 10, TOWNSHIP 15 SOUTH, RANGE 13 EAST; SECTIONS 26, 27, 34 AND 35,
TOWNSHIP 14 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
JUNE 2022
SEE SHEET 10
413340000100
T�1
132+
SEE DETAIL C THIS SHEET
I
222
30' 30'
1 0
0
00
M
Iq Lo
M M
Z Z I
00
H H
U U
W W O
co (n 0
M
O
O
to
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O N
o t`
tL%j r%.
to
W
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rl
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+ O
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M
I
0
+1
M
M
I
2601L I
to
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M Z
�10
u:
00
►0 _
IW
Z
0
OI
+
0)1
t
0
0
00 I
N
30' 30'
1
0
0
n
C-E 1 /16 I
221 cy) NE YUCCA AVE. (H.J. HARRIS ROAD)/L
219
o O
o
I I to I
I N
i �-
DEDICATION 2021-26135
413340002008
T�1
124+00
30' 30'
o �n
0 00
+
t
N to
w
0
00
ul
0
�L z
SEE SHEET
TO413358001000
CENTERLINE ALIGNMENT PER
LEGALIZATION ORDER (r2)
-24.23'(m,r1)
N89'40'45"E 301.87'(m,r1)
NE YUCCA AVE. M
\— DEDICATION 2021-26134
-------------
TO 41335C0001 00
n FTA I I r.
bUALt: 1-f4V
2019�
� 2I 18
SEE
INSET BELOW
OCR12043
219 i --- 2
N89'48'28"E 34.50'(m,r5) L +
S88'S8'38E 30.00'(m,r5)
- -----
I I 0
2011 217-1 + � rI
266------
2017
N54'24'24"W 41.89'(m,r5) N2 10
I
DEDICATION 2021-26135 - S56'07'21"W 44.49'(m,r4)
S88'58'38"E 30.00'(m,r5) DEDICATION 2021-26134
2018
STA 125+83.68 i
I S88'58'38"E 30.00'(m,r4)
STA 125+74.98
I
INSET
SCALE: 1 "=5'
-CENTERLINE ALIGNMENT PER
C.1/4 LEGALIZATION ORDER (r2)
STA 126+28.87 I
268 BEGIN NEW ALIGNMENT PER (r2) I OLD CENTERLINE
f ALIGNMENT PER (r1)
ldh267
N89'40'45"E 0.65' STA 125+28.88
I
MONUMENTS RECOVERED PER (r1)
ID
NORTHING
EASTING
DESCRIPTION
STATUS
STATION
OFFSET
217
478600.08
3335284.16
1/2" IR, 0.4' BGL
RECOVERED
126+08.16
29.93' L
218
478650.24
3335285.22
3/4" IP W/YPC "POVEY & ASSOC", 0.1' BGL
RECOVERED
126+59.05
28.85' L
222
1 479840.20
3335293.31
1/2" IP W/YPC "POVEY & ASSOC", 0.3' BGL
RECOVERED
138+48.93
31.07' L
260
479177.58
3335291.72
3/4" IP W/YPC "POVEY & ASSOC", 0.6' BGL
RECOVERED
131+86.34
26.91' L
266
478589.50
3335344.14
5/8" IR, 0.2' AGL, POE
RECOVERED
125+98.65
30.23' R
267
478593.01
3335645.80
1 1/2" IR, 0.3' BGL, POE
RECOVERED
126+07.54
331.78' R
IP=IRON PIPE (INSIDE 0); IR=IRON ROD; YPC=YELLOW PLASTIC CAP
AGL=ABOVE GROUND LEVEL; BGL=BELOW GROUND LEVEL
STATIONING=RIGHT OF WAY CENTERLINE OF NE NEGUS WAY
DBC=DESTROYED BY CONSTRUCTION
RESET=RESET AS SHOWN PER THIS SURVEY
REGISTERED
PROFESSIONAL
LAND SURVE
DlmHUTES COUNTY SURVEYOR
NORTH
RLEDC�(v 22 �2�Y; C�1/��s 'A
00%
OREGON CIVIL ENGINEERING SURVEYING I PLANNING
010 50 100 150 200 300 JULY 10, 2007 62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703
PATRICK GAGE COLS PH: (541)389-9351 1 FAX: (541)388-5416
79157 WEB: WWW.HWA-INC.ORG
SCALE: 1" = 100'
EXPIRES: 12/31/23
IS: \Land Projects\200106-Negus Way Survey\dwg\SURVEY\200106-ROW Monumentation RS.dwg Jun 16, 2022 - 8: 42am
SHEET 9 OF 10
RECORD OF SURVEY
OCRR 0009
305
SECTION 27
SECTION 34
MONU
ID
NORTHING
EASTING
DES(
224
479934.16
3335335.48
5/8" IR `
225
480184.15
3335333.61
5/8" IR `
2261
480184.15
1 3335294.09
5/8" IR `
227
481217.68
1 3335326.55
1 5/8" IR,
IP=IRON PIPE (INSI1
AGL=ABOVE GF
STATIONING=R1(
DBC=
RESET=1
RIGHT OF WAY MONUMENTATION OF NE NEGUS WAY & NE 17TH STREET
LOCATED IN SECTIONS 2,3 AND 10, TOWNSHIP 15 SOUTH, RANGE 13 EAST; SECTIONS 26, 27, 34 AND 35,
TOWNSHIP 14 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON
JUNE 2022
TO
413270001400
M NE O'NEIL WAY S89'58'47"W
oEscHufEs couNrY suAvEroR
FlLED BY: i
0
M
N N
00
WIW
U) U)
OCRR 2042
302
tL1
413260000500
STA 152+26.45
END R/W CENTERLINE
OF NE 17TH STREET
227 NE O'NEIL WAY
DBC— — — _
.,,.a S89'58'47"W
SEE SHEET 10
OCRR 0030
(a:)
26 25
M SECTION 26 A
SECTION 35
35 36
NORTH
00 150 200 300
REGISTERED
PROFESSIONAL
LAND SURVEYO
14)OIA
CIVIL ENGINEERING I SURVEYING ( PLANNING
OREGON 62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703
J U LY 10, 2007 PH: (541)389-9351 1 FAX: (541)388-5416
PATRICK GAGE COLE WEB: WWW.HWA—INC.ORG
79157
EXPIRES: 12/31/23 SHEET 10 OF 10
t
Co
IS: \Land Projects\200106—Negus Way Survey\dwg\SURVEY\200106—ROW Monumentation RS.dwg Jun 16, 2022 — 8: 43am