HomeMy WebLinkAboutSurvey 20785RIGHT OF WAY MONUMENTATION SURVEY
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NARRATIVE
MURPHY ROAD
LOCATED IN THE NORTHWEST ONE -QUARTER (NW1/4) AND THE NORTHEAST ONE -QUARTER (NE1/4) OF SECTION 16,
AND THE NORTHEAST ONE -QUARTER (NE1/4) OF SECTION 17,
TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON
JAN UARY 2022
17
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THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE CENTER LINE, NEWLY
ACQUIRED RIGHT OF WAY, AND TO RESET MONUMENTS DESTROYED BY
CONSTRUCTION DURING THE "MURPHY CORRIDOR IMPROVEMENT PROJECT"
PURSUANT TO ORS 209.155(2)(a).
THE BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS BASED ON THE
CENTRAL OREGON COORDINATE SYSTEM (COCS) AS SHOWN ON RECORD OF
SURVEY BY ANDREW J. SILBERNAGEL, FILED MARCH 31, 2020 AS CS 20174,
DESCHUTES COUNTY SURVEYORS OFFICE, (R1). SEE SURVEY (R1) FOR
PARTICULARS.
NO CERTIFICATION IS BEING MADE AS TO ANY MONUMENT RELATIVE TO ANY
PROPERTY LINE OTHER THAN THE POSITION AT WHICH THE MONUMENTS WERE
FOUND AND REPORTED ON SAID SURVEY (R1).
CONTROL POINTS 3-7, 9, 12, 14, 15 WERE DESTROYED DURING CONSTRUCTION, ALL
OTHER CONTROL WERE RECOVERED AND FOUND IN GOOD CONDITION AND LISTED
IN THE CONTROL POINT TABLE HEREON.
THIS SURVEY HOLDS THE CENTER LINE ESTABLISHED IN SAID (R1) WITH THE
EXCEPTION OF THE CURVE LABELED "C3", AS SHOWN ON SHEET 3. DEDICATION
DEEDS 2020-61145, 2020-62763, 2020-65416, 2020-66008 AND 2020-68246 HELD A 40.00,
OFFSET OF THE PROJECTS DESIGN CENTER LINE THROUGH THIS SECTION.
SURVEY (R1) IS A RETRACEMENT OF MURPHY ROAD BEGINNING APPROXIMATELY
400 FEET WEST OF PARRELL ROAD AND ENDING AT THE CENTER LINE
BROSTERHOUS ROAD. SURVEY (R1) FIT THE RECORD GEOMETRY OF CS 17767 TO
THE NORTH CENTER ONE -SIXTEENTH CORNER SET IN CS 4893 THEN ROTATING TO
RECORD RIGHT OF WAY MONUMENT SET IN CS 4030.
SURVEY (R2) IS A LOCALIZED RETRACEMENT OF MUPRHY ROAD AND HELD SAID
ONE -SIXTEENTH CORNER AND RECORD MONUMENTS ALONG THE SOUTH RIGHT OF
WAY OF MURPHY ROAD, SET IN CS 3988 AND CS 4030, THEN OFFSETTING 60.00 FEET
TO ESTABLISH THE NORTH RIGHT OF WAY OF MURPHY ROAD. SURVEY'S (R3) AND
(R4) HELD SURVEY (R2).
BETWEEN STATIONS 63+59.99 P.C. AND 68+86.68 P.T., A DISCREPANCY WAS FOUND
BETWEEN SAID SURVEY (R1) AND SURVEY (R2). THE DISCREPANCY MAY BE DUE TO
THE RESOLUTION BETWEEN STATIONS 63+59.99 P.C. AND 68+86.68 P.T. REPORTED
ON CS 17767. CS 17767 HELD A 30.00' OFFSET OF THE MONUMENT ON THE SOUTH
RIGHT OF WAY AT STATION 63+59.99 P.C. AND A 30.00' OFFSET OF THE MONUMENT
SHEETI
ON THE NORTH RIGHT OF WAY AT STATION 68+86.68 P.T. USING THE COORDINATES
PROVIDED ON CS 17767, THESE TWO MONUMENTS FIT THE RECORD GEOMETRY OF
CS 3988 WITHIN 0.06'. HOWEVER, THE TANGENT (65+27.86 P.T. TO 67+18.81 P.C.)
HELD A 30.00' OFFSET OF MONUMENT ON THE NORTH RIGHT OF WAY AT STATION
65+27.10 AND A 30.00' OFFSET OF MONUMENT ON THE SOUTH RIGHT OF WAY AT
STATION 67+19.89 TO CREATE THE BEARING OF THIS TANGENT. A
CURVE -TANGENT -CURVE WAS CREATED HOLDING INCOMING AND OUTGOING
TANGENTS AND RECORD RADII OF 1500.00', THIS FLOATED THE CURVE DELTA'S,
AND TANGENT DISTANCE CREATING A P.C. AND P.T. LOCATION THAT DIFFERS BY
APPROXIMATELY 0.8' - 0.9' FROM CS 3988 AND SURVEY (R2).
SUBSEQUENT 1 0.00'STRIPS, WERE DEDICATED IN DEEDS 2020-04271, 2020-04273
AND 2020-04274 AS PART OF THIS PROJECT AND THE RIGHT OF WAY WAS
MONUMENTED IN COUNTRYSIDE, PHASE 1 (R3) AND COUNTRYSIDE, PHASE 2 (R4).
THIS SURVEY ACCEPTS SAID MONUMENTS AS THE NORTHERLY AND SOUTHERLY
RIGHT OF WAY OF MURPHY ROAD (80.00 FEET WIDE). STATION AND OFFSET CALLS
TO SAID MONUMENTS, RELATIVE TO PROJECT CENTERLINE, ARE REPORTED
HEREIN. MONUMENTS "432" AND "433", AS SHOWN ON SHEET 5, WERE SET
PARALLEL WITH AND 80.00 FEET SOUTHERLY OF SAID NORTHERLY RIGHT OF WAY
BY HOLDING SAID MONUMENTS SET IN SURVEYS (R3) AND (R4).
THIS SURVEY HOLDS THE RIGHT OF WAYS OF BROSTERHOUS ROAD, COUNTRY
CLUB DRIVE AND 15TH STREET AS ESTABLISHED IN SAID SURVEY (R1). ALL OTHER
INTERSECTING STREETS WERE NOT RETRACED IN THIS SURVEY AND ARE SHOWN
FOR ILLUSTRATIVE PURPOSES ONLY. MONUMENTS 403,405 & 406 REPRESENT
CHANGES IN THE RIGHT OF WIDTH OF MURPHY ROAD ONLY.
REFERENCES
( )R1 RECORD OF SURVEY BY ANDREW J. SILBERNAGEL, LS 79198,
FILED MARCH 18, 2020 AS DESCHUTES COUNTY SURVEY NO. 20174.
( )R2 RECORD OF SURVEY BY MICHAEL S. KALINA, LS 89558,
FILED JULY 23, 2019 AS DESCHUTES COUNTY SURVEY NO. 19963.
( )R3 COUNTRYSIDE, PHASE 1 BY MICHAEL S. KALINA, LS 89558,
FILED JULY 20, 2021 AS DESCHUTES COUNTY SURVEY NO. 20565.
( )R4 COUNTRYSIDE, PHASE 2 BY JACOB A. CARSON, LS 94570,
FILED DECEMBER 17, 2021 AS DESCHUTES COUNTY SURVEY NO. 20691.
MURPHY ROAD
SHEET 6
NW 114
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SHEET 7
SHEET 8
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FOUND CONTROL POINT TABLE
POINT #
NORTHING
EASTING
ELEVATION
DESCRIPTION
1
371,510.32
3,292,116.29
3768.29
5/81N X 301N IRON ROD WITH ORANGE PLASTIC CAP MARKED "OBEC CONTROL", FLUSH
2
371,959.68
3,292,213.86
3768.88
5/81N X 301N IRON ROD WITH ORANGE PLASTIC CAP MARKED "OBEC CONTROL", FLUSH
8
371,542.29
3,297,657.37
3754.39
5/81N X 301N IRON ROD WITH ORANGE PLASTIC CAP MARKED "OBEC CONTROL", FLUSH
10
371,721.38
3,298,693.82
3736.12
5/81N X 301N IRON ROD WITH ORANGE PLASTIC CAP MARKED "OBEC CONTROL", FLUSH
11
372,009.10
3,299,087.46
3727.68
5/81N X 301N IRON ROD WITH ORANGE PLASTIC CAP MARKED "OBEC CONTROL", FLUSH
13
370,980.95
3,294,582.51
3763.36
1 IN BRASS DISC MARKED "OBEC 13", FLUSH IN CONC WALL
18121000
372,757.09
3,299,792.45
3718.16
21N BRASS CAP ON IRON PIPE MARKED718S R12E S9-S10-S15-S16 LS1031", DOWN 1.5'
DEZ'13"CHUTE5 COUNTY SURVEYOR
FILED
SHEET INDEX
SHEET 1: SHEET LAYOUT, NARRATIVE, REFERENCES AND CONTROL TABLE.
SHEET 2: LEGEND AND ABBREVIATIONS, STATION 30+00 TO 40+00.
SHEET 3-9: MURPHY ROAD STATIONS 40+00 TO 275+04.05.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 11, 2012
BRIAN C. COURSEN
86998
RENEWS: 12/31/2023
SIGNED: Z.'Z—
400 0 400
SCALE IN FEET
Ftl
CS 2 0 7 85 -
RIGHT OF WAY MONUMENTATION SURVEY
MURPHY ROAD
LOCATED IN THE NORTHWEST ONE -QUARTER (NW1/4) AND THE NORTHEAST ONE -QUARTER (NE1/4) OF SECTION 16,
CP#2 AND THE NORTHEAST ONE -QUARTER (NE1/4) OF SECTION 17,
TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON
JANUARY 2022
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DEDICA710N DEED -
2021-09437
400
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CP#1 C
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REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 11, 2012
BRIAN C. COURSEN
86998
RENEWS: 12/31/2023
SIGNED: 4Z-
FAIRVIEW ACRES
BLOCK ONE
61
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BLOCK TWO
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2015-11131
DEDICATION DEED
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0 - DEED 202108635-_ pEDICAs 0 44 " BARGAIN AND SALE DEED
2017-35324
445 —�_ o0 2020 - _ r - - - " - - - 2019-30288 (CORRECTED)
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CURVE TABLE
CURVE #
RADIUS
CENTRAL ANGLE
ARC LENGTH
CHORD
Cl
954.93'
(R1)*
40°53'45"
(40-53'35")R1
681.60'
(R1)*
S78028'17"E 667.22'
(R1)*
SC UTES COUNTY SURVEY
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FILED
BARGAIN AND SALE
2018-15125
STATUTORY WARRANTY DEED
2015-18318
SET MONUMENTS
POINT #
NORTHING
EASTING
STATION
OFFSET
400
371536.91
3292311.38
31 +85.00
29.00' LT
401
371548.90
3292407.98
32+85.52
31.00' LT
402
371562.64
3292476.15
33+55.00
34.00' LT
403
371500.28
3292556.11
34+24.33
40.00' RT
404
371488.64
3292417.43
32+85.52
30.00' RT
405
371621.45
3292844.42
37+27.93
35.00' LT
406
371635.69
3292902.91
37+87.92
40.00' LT
445
371518.28
3292412.78
32+85.52
0.00' RT
W/YPC
ROWDD
FOUND MONUMENT AS NOTED IN RECOVERED MONUMENT TABLE
SET 5/81N IRON ROD WITH YELLOW PLASTIC CAP, MARKED "DOWL",
UNLESS OTHERWISE NOTED
SET 1 1/41N COPPER DISC, MARKED "DOWL"
SET 1 1/41N COPPER DISC, MARKED "DOWL REF MON"
SET 5/81N IRON ROD WITH 2 1/41N ALUMINUM CAP MARKED "DOWL"
IN CAST IRON MONUMENT WELL
DOWL CONTROL POINT
COUNTY SURVEY NUMBER
DESTROYED BY CONSTRUCTION, RESET AS NOTED
IN RECOVERED MONUMENT TABLE
RECORD DATA SAME AS MEASURED
POINT OF CURVATURE
POINT OF TANGENCY
POINT OF INTERSECTION
IRON ROD
WITH YELLOW PLASTIC CAP
10.00' STRIP OF PER RIGHT OF WAY DEDICATION DEED 10
INSTRUMENT NUMBER 2020-04271 & 2020-04274 FED
RIGHT OF WAY ACQUIRED FOR THIS PROJECT
APPROXIMATE PROPERTY AND RIGHT OF WAY LINES
APPROXIMATE SUBDIVISION PHASE LINE
V
1 "=50'
50 0
SCALE IN FEET
50
RIGHT OF WAY MONUMENTATION SURVEY
PARCEL 1
STATUTORY WARRANTY DEED
2015-11131
PARCEL 2
PARTITION PLAT
2002-34
111:10ya:Ze7_\��
LOCATED IN THE NORTHWEST ONE -QUARTER (NW1/4) AND THE NORTHEAST ONE -QUARTER (NE1/4) OF SECTION 16,
AND THE NORTHEAST ONE -QUARTER (NE1/4) OF SECTION 17,
TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
CHUCKANU T ESTATES
PHASE I
BLOCK 2
409
CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON
JAN UARY 2022
+ 2021-oZw l
0
408
0
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DEDICATION EE _ _ - - - DEDICATION DEED
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BARGAIN AND SALE DEED
WARRANTY DEED
2017-35324
VOL. 226, PG. 2802
2019-30288 (CORRECTED)
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VOL. 190, PG. 2478
RECOVERED MONUMENTS
POINT #
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION & REFERENCE DOCUMENTS
1320
371740.44
3293958.47
[ 43+61.45 ]
[ 40.46' LT ]
5/81N IR W/YPC MARKED "HWA", GOOD COND, DOWN 0.1', STONEHAVEN PHASE 1
1336
371688.82
3294079.14
[ 49+63.73 ]
[ 40.20' LT ]
5/81N IR, GOOD COND, DOWN 0.3% STONEHAVEN PHASE 1
1337
371707.81
3294041.37
[ 44+44.09 ]
[ 40.38' LT ]
5/81N IR W/YPC (ILLEGIBLE), BENT -TIED SPIN POINT, DOWN 0.4', STONEHAVEN PHASE I
1338
371720.03
1 3294013.91
1[44+16.2211[40.11'LTIJ
5/81N IR , GOOD COND, DOWN 0.2', STONEHAVEN PHASE
[ I NOTE STATION AND OFFSET REPORTED ARE RELATIVE TO PROJECTS DESIGN CENTERLINE AND DIFFERS FROM SURVEY (R1); SEE NARRATIVE
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ESCUTES COUNTY SURVEYOR
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QUITCLAIM DEED
2018-37125
PARCEL 1
14
LOT 11
.DICA71ON DEED
)20-65416
1320
J 414
LOT 16
11338
LOT 10
ZZ
STONEHAVEN
PHASE 1
LOT 17
LOT 1 F
�-
DEDICAs C3 DEED 1337
2020
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BARGAIN AND SALE DEED oo
PARCEL 2 PARCEL 3 2018-25950
PARTITION PLAT
1991- 01 C-i
SET MONUMENTS
POINT #
NORTHING
EASTING
STATION
OFFSET
408
371709.25
3293371.66
42+62.41
40.00' LT
409
371711.98
3293390.10
42+80.33
40.00' LT
410
371632.73
3293401.09
42+80.33
40.00' RT
411
371630.22
3293384.07
42+62.41
40.00' RT
412
371758.25
3293723.89
41 +41.70
40.00' LT
413
371679.01
3293734.88
41 +41.70
40.00' RT
414
371739.99
3293958.37
43+61.48
40.00' LT
415
371634.10
3294009.08
49+25.45
40.00' RT
446
371669.74
3293377.86
42+62.41
0.00' RT
447
371672.36
3293395.59
42+80.33
0.00' RT
448
371718.63
3293729.38
41 +41.70
0.00' RT
449
371669.90
3294026.93
49+25.45
0.00' RT
CURVE TABLE
CURVE #
RADIUS
CENTRAL ANGLE
ARC LENGTH
CHORD
C2 (R1)*
1000.00'
1 001'36"
17.92'
N81 °35'39"E 17.92'
C3
510.00'
34*23'12"
306.08'
S80041'57"E 301.51'
REGISTERED
PROFESSIONAL
LAND SURVEYOR
� ( 7-t. � -
OREGON
DECEMBER 11, 2012
BRIAN C. COURSEN
86998
RENEWS: 12/31/2023
SIGNED: �ZZ
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1 "=50'
50 0
SCALE IN FEET
50
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LOT 9 /(\ RIGHT OF WAY MONUMENTATI ON SURVEY
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OlQ_ MURPHY ROAD
1336 OCATED IN THE NORTHWEST ONE -QUARTER (NW1/4) AND THE NORTHEAST ONE -QUARTER (NE1/4) OF SECTION 16,
AND THE NORTHEAST ONE -QUARTER (NE1/4) OF SECTION 17,
LOT 8 S TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON
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1319 J
DBC
\ � � RESET
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1318 LOT 6
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LOT 5
LOT 4
FO LOT 3
OF
STATUTORY BARGAIN LOT 2
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AND SALE DEED
1089
1313
1 371458.15
3294725.55
56+79.20
39.48' LT
5/61N IR W/YP(; MAKKLU "HWA", GUUD GUND, UUWN U.Z, 5I UNtzHAVLN PHA5L II
1314
371458.84
3294784.51
57+38.17
39.95' LT
5/81N IR W/YPC MARKED "HWA", GOOD COND, DOWN 0.8', STONEHAVEN PHASE II
1315
371459.55
3294961.50
59+15.16
39.99' LT
5/81N IR W/YPC MARKED "HWA", GOOD COND, DOWN 0.7', STONEHAVEN PHASE II
1316
371459.55
3295020.48
59+74.14
39.77' LT
5/81N IR, GOOD COND, DOWN 0.7', STONEHAVEN PHASE II
1318
371607.91
3294240.58
51+44.32
39.80' LT
5/81N IR W/YPC MARKED "HWA', GOOD COND, FLUSH, STONEHAVEN PHASE 1
1319
371634.92
3294186.84
50+84.17
40.01' LT
DBC, SET 5/81N IR W/YPC MARKED "DOWL", DOWN 0.8'
1332
371459.19
3294843.51
57+97.17
40.08' LT
5/81N IR, GOOD COND, DOWN 0.6', STONEHAVEN PHASE 1
1333
371459.31
3294902.49
58+56.15
39.97' LT
5/81N IR W/YPC MARKED "HWA", GOOD COND, DOWN 0.5', STONEHAVEN PHASE II
1334
371459.70
3295079.58
60+33.24
39.70' LT
5/81N IR, GOOD COND, DOWN 0.5', STONEHAVEN PHASE it
1336
371688.82
3294079.14
49+63.73
40.20` LT
5/81N IR, GOOD COND, DOWN 0.3', STONEHAVEN PHASE I
1340
370917.24
3294635.61
5/81N IR W/YPC MARKED "AKS ENGR", GOOD COND, FLUSH, CS19963
FAIRWAY DRIVE
LOT 25 LOT 47
1075
1074
• DBC
RESET
(R1)
_ (60.00')
422
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DEDICA77ON DEED
2020-50669
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LOT 48
LOT 45
1314
LOT 49
LOT 44
LOT 50 1 LOT 51 1 LOT 52 1 LOT 53
STONEHAVEN
PHASE 11
1332 1 1333
LOT 43 1 LOT 42 1 LOT 41 1 LOT 40
1315 1 1316 1 1334
DEDICA77ON DEED ^ "
2020-50670 0 m
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r RIGHT OF WAY DEDICA71ON DEED
2020-04272
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428
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1 TRUE CORNER FALLS IN CENTER OF 24" JUNIPER;
SET 5/8" IRON ROD WITH ORANGE
PLASTIC CAP, "DOWL REFERENCE MON";
N3008'49"E 5.00' FROM TRUE CORNER
4
425
SET MONUMENTS
POINT #
NORTHING
EASTING
STATION
OFFSET
416
371449.17
3294380.10
53+40.00
40.00' RT
417
371441.37
3294404.14
53+65.00
36.25' RT
418
371411.03
3294458.55
54+23.00
42.00' RT
419
371385.53
3294534.82
54+97.00
45.00' RT
420
371364.63
3294553.32
55+17.00
62.00' RT
421
371464.38
3294575.26
55+22.00
40.00' LT
422
371480.38
3294597.99
55+44.52
59.00' LT
423
371478.96
3294667.50
56+21.25
60.50' LT
424
371458.50
3294679.33
56+33.00
40.00' LT
425
371002.97
3294636.91
55+96.01
415.51' RT
426
371123.74
3294658.82
56+11.24
294.68' RT
427
371299.82
3294668.50
56+21.58
118.65' RT
428
371337.68
3294737.53
56+90.75
81.04' RT
429
371379.33
3294899.79
58+53.16
40.00' RT
450
371470.91
3294426.15
53+71.52
0.00' RT
451
371418.40
3294651.07
56+04.59
0.00' RT
DESCHiJTES COUNTY SURVEYOR
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REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 11, 2012
BRIAN C. COURSEN
86998
RENEWS: 12/31/2023
SIGNED: oZZ
1 "=50'
50 0 50
mmmmmw
SCALE IN FEET
PC
RIGHT OF WAY MONUMENTATION SURVEY
STONEHA VEN
PHASE Il
LOT 52 1 LOT 53 1 LOT 54 1 LOT 55
M U RP HY ROAD
LOCATED IN THE NORTHWEST ONE -QUARTER (NW1/4) AND THE NORTHEAST ONE -QUARTER (NE1/4) OF SECTION 16,
AND THE NORTHEAST ONE -QUARTER (NE1/4) OF SECTION 17,
TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON
JAN UARY 2022
W
0
to
� W
ZQ
J
O a'
U
W
COUNTRYSIDE, PHASE 1 m z 'OD''y 0°
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� 38 C.0 N Oo
+ 37 � N a' o
36 -0
N n � io CA)
35
34 CD
^ w cv'» �•
33 w0 o ;p
w 31 32 0 jp
LOT 41 LOT 40 LOT 39 LOT 38 26 27 28 + 29 30cn
-p
oto =1 C1
--
co 7�7 _ - - 1297
O o L3 1294 --------- ------- -o - - -- �
0 o n - EED 2020-04274 ___---- --� o +o m
0 .� 1291 C11 1293 _ _ T OF WAY DEDICATION D_ _ _ _ - o - o Ill
L2 1290 O RIGHT _ _ _ _ _ N o 455
1334 1312 1071 __---- _
-- -- - -
- - - - 454 _ _ -- - * - oo N89°47'10"E 1002.90' (R1)* _
____-------a,- C6(R1)
�^ L------------------ -------------------- Y ROAD - o ! - RIGHT OF WAY m
0 o w MURPH --- - - CD � DEDICATION DEED m
Ill + o o 0 453 _ _---o - ' E 190.94 (R1) 2020-04273
Ill o0 0 o - _ - N83 22 26
- - o N - 452 - - - CS (�_- GHT OF WAY DEDICATION p42 1 _____----------------------- --------------__-------- ---
_ DEED --�-- -----
RI 20 7-
rn- �- N89047'10"E 755.40' (R1)* w RIGHT OF WAY - - - - - - - - - - - - - C14 433
Ill 0 .� o DEDICATION DEED _-_____--- �- 432 O
0
o �- ov 2020-04274------------ --- 1292 L4 p o
_ ----
-------------------
RIGHT OF WAY DEDICATION DEED 2020-04272 T 1295 1296 _ _ - - SET 5/8" IRON ROD WITH 0 "
-- -- m z C12 1 1/2" ALUMINUM CAP, "DOWL"
L1 _T N -4 + SEE NARRATIVE.
1�.
p o (.n N ESTABLISHED CURVE PARALLEL WITH AND 80.00'
�o SOUTHERLY OF NORTHERLY RIGHT OF WAY
P., p o -0
00 o
DEED
DEED 2014-33062
2016-48812
DEED
2016-48811
L1
1295 TO 1296
N89'47'10"E 150.61'
(N89'47'14"E 150.61)R3
L2
1071 TO 1290
N89'39'55"E 144.68'
(N89'47'14"E 144.57)R3
L3 1293 TO 1294
N83'24'52"E 192.61'
(S83'24'20"W 1192.61)R3
L4 1292 TO 432
N83'24'31 "E 192.58'
COUNTRYSIDE, PHASE 1
TRACT A
C11 R = 1460.00' (R3)*
A = 672 54 (R3)*
L = 162.62' (R3) *
CHORD = N86'3547" 162.53' (R3) *
C12 R = 1540.00' (R3)*
A = 6'2254" (R3)*
L = 171.53' (R3)*
CHORD = N86'3547" 171.44' (R3)*
C13 R = 1540.00' (R3)*
A = 672 54 (R3)*
L = 171.53' (R3) *
CHORD = N863547" 1171.44' (R3)*
C14 R = 1460.00'
A = 6'2254"
L = 162.62'
CHORD = N863547" 162.53'
RECOVERED MONUMENTS
POINT #
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION & REFERENCE DOCUMENTS
1071
371460.46
3295256.85
62+10.52
39.80' LT
5/81N IR W/YPC MARKED "HWA', GOOD COND, DOWN 0.5', STONEHAVEN PHASE II
1290
371461.31
3295401.53
63+55.20
40.11' LT
5/81N IR W/OPC MARKED "AKS ENGR REF MON", BENT TIED SPIN POINT, FLUSH, COUNTRYSIDE, PHASE 1
1291
371466.24
3295407.99
63+61.73
45.02' LT
5/81N IR W/OPC MARKED "AKS ENGR REF MON", GOOD COND, FLUSH, COUNTRYSIDE, PHASE 1
1292
371391.44
3295577.90
65+27.21
39.97' RT
5/81N IR W/YPC MARKED "AKS ENGR", GOOD COND, FLUSH, COUNTRYSIDE, PHASE 1
1293
371470.93
3295568.69
65+27.20
40.04' LT
5/81N IR W/YPC MARKED "AKS ENGR", GOOD COND, FLUSH, COUNTRYSIDE, PHASE 1
1294
371493.02
3295760.02
67+19.80
39.91' LT
5/81N IR W/YPC MARKED "AKS ENGR", GOOD COND, FLUSH, COUNTRYSIDE, PHASE 1
1295
371380.68
3295256.12
62+09.50
39.97' RT
5/81N IR W/YPC MARKED "AKS ENGR", GOOD COND, FLUSH, COUNTRYSIDE, PHASE 1
1296
371381.25
3295406.73
63+60.10
39.97' RT
5/81N IR W/YPC MARKED "AKS ENGR", GOOD COND, FLUSH, COUNTRYSIDE, PHASE 1
1297
371503.19
3295931.19
68+86.91
39.92' LT
5/81N IR W/YPC MARKED "AKS ENGR", GOOD COND, FLUSH, COUNTRYSIDE, PHASE 2
1312
371460.10
3295138.53
60+92.19
39.88' LT
5/81N IR W/YPC MARKED "HWA', GOOD COND, DOWN 0.6', STONEHAVEN PHASE II
1334
371459.70
1 3295079.58
60+33.24
39.70' LT
5/81N IR, GOOD COND, DOWN 0.5', STONEHAVEN PHASE 11
SET MONUMENTS
POINT #
NORTHING
EASTING
STATION
OFFSET
432
371413.55
3295769.21
67+19.80
40.09' RT
433
371423.19
3295931.46
68+86.88
40.08' RT
452
371421.22
3295406.46
63+59.99
0.00' RT
453
371431.23
3295573.95
65+27.86
0.00' RT
454
371453.26
3295763.62
67+18.81
0.00' RT
455
371463.27
3295931.11
68+86.68
0.00' RT
0)
4
CURVE TABLE
CURVE #
RADIUS
CENTRAL ANGLE
ARC LENGTH
CHORD
C5 (R1)*
1500.00'
6024'45"
167.88'
N86034'48"E 167.79'
C6 (R1)*
1500.00'
602445"
167.88'
N86034'48"E 167.79'
DEScHurEs cOuNnr suRvEroR
��n � as zoZz ]BY: C,411,4s
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 11, 2012
BRIAN C. COURSEN
86998
RENEWS: 12/31/2023
SIGNED: 4�Z
1 "=50'
50 0
SCALE IN FEET
50
RIGHT OF WAY MONUMENTATION SURVEY
t
r
r
I
i
1 "=50'
50 0 50
SCALE IN FEET
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
DECEMBER 11, 2012
BRIAN C. COURSEN
MURPHY ROAD
LOCATED IN THE NORTHWEST ONE -QUARTER (NW1/4) AND THE NORTHEAST ONE -QUARTER (NE1/4) OF SECTION 16,
AND THE NORTHEAST ONE -QUARTER (NE1/4) OF SECTION 17,
TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON
JAN UARY 2022
mz
N w rn
rQ
N 00 Ln
wo 0
-,4 �, +
o
4M
o O
0
W
m
N87°11'52"E
459 z
N06°48'35"W 3.54'
MURPHY ROAD
458
N87036'27"E
co
flo
.p
mz
ww
to__%
W W
�ObD m
C.0 co
co `" o
co
DETAIL
RENEWS: 12/31 /2023 NOT TO SCALE
SIGNED: 4111 Zo 7.7-
DESCHUITES COUNTY SUI;VEYOil
RL D o�{ o 2 lay: cc) t Lti s
1025
1 371454.15
3297526.88
"ME" 252+87.28
40.29' RT
Ut3G, 5E 15/81N IK W/YP(; MARKED "DOWL", FLUSH
1026
371456.84
3297581.90
"ME" 253+42.37
40.29' RT
DBC, SET 5/81N IR W/YPC MARKED "DOWL", FLUSH
1027
371459.56
3297636.92
"ME" 253+97.46
40.27' RT
DBC, SET 5/81N IR W/YPC MARKED "DOWL", FLUSH
1028
371468.69
3297819.96
"ME" 255+80.73
40.10' RT
5/81N IR W/YPC MARKED "REEVES LS 2677", GOOD COND, DOWN 0.8% HIDDEN HILLS PHASE 2
1029
371474.69
3297942.91
"ME" 257+03.82
40.1 V RT
5/81N IR W/YPC MARKED "REEVES LS 2677", GOOD COND, DOWN 0.3% HIDDEN HILLS PHASE 2
1030
371478.34
3298014.60
"ME" 257+75.60
39.98' RT
5/81N IR W/YPC MARKED "REEVES LS 2677", GOOD COND, UP 0.1% HIDDEN HILLS PHASE 2
1040
371563.62
3298019.31
"ME" 257+84.47
44.97' LT
5/81N IR W/YPC MARKED "W&H PACIFIC", GOOD COND, FLUSH IN ASPHALT, LARKSPUR VILLAGE PHASE V & VI
1041
371560.49
3297955.14
"ME" 257+20.23
44.99' LT
5/81N IR W/YPC (ILLEGIBLE), GOOD COND, FLUSH IN ASPHALT, LARKSPUR VILLAGE PHASE V & VI
1042
371557.55
3297895.25
"ME" 256+60.27
44.98' LT
5/81N IR W/YPC (ILLEGIBLE), GOOD COND, FLUSH IN ASPHALT, LARKSPUR VILLAGE PHASE V & VI
1043
371554.63
3297835.34
"ME" 256+00.29
44.99' LT
5/81N IR W/YPC MARKED "W&H PACIFIC", GOOD COND, FLUSH IN ASPHALT, LARKSPUR VILLAGE PHASE V & VI
1044
371551.68
3297775.39
"ME" 255+40.27
44.97' LT
5/81N IR W/YPC MARKED "W&H PACIFIC", GOOD COND, FLUSH IN ASPHALT, LARKSPUR VILLAGE PHASE V & VI
1045
371548.76
3297715.51
"ME" 254+80.31
44.98' LT
5/81N IR W/YPC MARKED "W&H PACIFIC", GOOD COND, FLUSH IN ASPHALT, LARKSPUR VILLAGE PHASE V & VI
1046
371545.83
3297655.55
"ME" 254+20.28
44.99' LT
5/81N IR W/YPC MARKED "W&H PACIFIC", GOOD COND, FLUSH IN ASPHALT, LARKSPUR VILLAGE PHASE V & VI
1047
371542.90
3297595.57
"ME" 253+60.24
45.00' LT
5181N IR W/YPC (ILLEGIBLE), GOOD COND, FLUSH IN ASPHALT, LARKSPUR VILLAGE PHASE V & VI
1048
371539.97
3297535.63
"ME" 253+00.22
45.00' LT
5/81N IR W/YPC MARKED "W&H PACIFIC", GOOD COND, FLUSH IN ASPHALT, LARKSPUR VILLAGE PHASE V & VI
1049
371537.04
3297475.72
"ME" 252+40.24
45.00' LT
5/81N IR W/YPC MARKED "W&H PACIFIC", GOOD COND, FLUSH IN ASPHALT, LARKSPUR VILLAGE PHASE V & VI
1056
371510.44
3297084.47
80+41.77
40.00' LT
5/81N IR W/YPC "SCE&S", GOOD COND, DOWN 0.1% PER PP 2001-44
1058
371508.40
3297025.23
79+81.89
39.99' LT
5/81N IR W/YPC "SCE&S", GOOD COND, DOWN 0.4% PER PP 2001-44
I
I
I
1
1
0
SET MONUMENTS
POINT #
NORTHING
EASTING
STATION
OFFSET
436
371513.67
3297161.83
81+19.20
40.00' LT
437
371547.88
3297190.90
81 +49.67
72.97' LT
438
371418.17
3297145.14
80+98.54
54.72' RT
439
371303.80
3297222.29
81 +70.84
172.21' RT
440
371243.14
3297231.01
81 +77.03
233.19' RT
457
371470.47
3297086.06
80+41.69
0.00' RT
458
371476.83
3297238.39
81 +94.15
0.00' RT
459
371480.35
3297237.97
"ME" 250+00.00
0.00' RT
467
371427.32
3297016.90
79+71.50
40.85' RT
If
2 n,Ar.
RIGHT OF WAY MONUMENTATION SURVEY
15v
M U RP HY ROAD
LOCATED IN THE NORTHWEST ONE -QUARTER (NW1/4) AND THE NORTHEAST ONE -QUARTER (NE1/4) OF SECTION 16,
AND THE NORTHEAST ONE -QUARTER (NE1/4) OF SECTION 17,
TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON
JAN UARY 2022
z
Y
_= Q
)f3:
DQ
'-w
J u,
D�
7 Z
J Q
if (/)
0
1050
RECOVERED MONUMENTS
POINT #
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION & REFERENCE DOCUMENTS
1000
371747.05
3298761.06
"ME" 266+18.92
139.53' LT
5/81N IR, (BENT - TIED SPIN POINT), DOWN 0.2', PER CS18804
1003
371662.02
3298544.07
"ME" 263+13.42
117.60, LT
DBC, SET 5/81N IR W/YPC MARKED "DOWL", DOWN 0.2'
1004
371414.71
3298540.37
"ME" 262+97.64
129.23' RT
11N COPPER DISC MARKED "CH2M HILL", GOOD COND, FLUSH IN ROCK, PER CS18804
1010
371651.63
3299020.97
"ME" 267+55.92
106.00' RT
5/81N IR W/YPC MARKED "CH2M HILL", GOOD COND, DOWN 0.1', PER CS18804
1011
371522.77
3298905.13
"ME" 266+15.45
127.02' RT
5/81N IR W/YPC MARKED "CH2M HILL", GOOD COND, FLUSH, PER CS18804
1031
371481.83
3298086.10
"ME" 258+47.19
39.98' RT
5/81N IR W/YPC MARKED "REEVES LS 2677", GOOD COND, DOWN 0.4', HIDDEN HILLS PHASE 2
1032
371485.80
3298164.75
"ME" 259+25.94
39.86' RT
5/81N IR W/YPC MARKED "REEVES LS 2677", (LEANING NORTHERLY -TIED IN PLACE), DOWN 0.5', HIDDEN HILLS PHASE 2
1033
371605.14
3298339.35
"ME" 261+06.16
70.80' LT
5/81N IR W/YPC MARKED "W&H PACIFIC", GOOD COND, DOWN 0.1', LARKSPUR VILLAGE PHASE V & VI
1037
371572.79
3298206.84
"ME" 259+72.23
44.97' LT
5/81N IR W/YPC (ILLEGIBLE), GOOD COND, FLUSH IN ASPHALT, LARKSPUR VILLAGE PHASE V & VI
1038
371569.91
3298146.94
"ME" 259+12.27
45.01' LT
5/81N IR W/YPC (ILLEGIBLE), GOOD COND, FLUSH IN ASPHALT, LARKSPUR VILLAGE PHASE V & VI
1039
371566.67
3298081.02
"ME" 258+46.27
45.00' LT
5/81N IR W/YPC (ILLEGIBLE), GOOD COND, FLUSH IN ASPHALT, LARKSPUR VILLAGE PHASE V & VI
ri 0-50
371437.20
3298440.55
"ME" 261+99.03
101.89' RT
5/81N IR W/YPC MARKED "REEVES LS 2677", GOOD COND, UP 0.6% HIDDEN HILLS PHASE 1
SET MONUMENTS
POINT #
NORTHING
EASTING
STATION
OFFSET
460
371557.33
3298810.78
"ME" 265+74.69 P.I.
49.59' RT
461
371737.35
3298954.44
"ME" 267+77.04
0.00' RT
CURVE TABLE
CURVE #
RADIUS
CENTRAL ANGLE
ARC LENGTH
CHORD
C8 (R1)*
510.00'
48036'26"
432.66'
N62053'38"E 419.80'
DESCHUTES COUNTY SURVEYOR
HLED3 Otl OS zZ �Y: �li/t S
REGISTERED
PROFESSIONAL
LAND SURVEYOR
GN
EMR ,U6
DECol
C. RSE
998
RENEWS: 12/31 2 23
SIGNED: 2.2
)RY WARRANTY DEED
2015-09327
fil
1 "=50'
50 0 50
iiiiiiiiiiia
SCALE IN FEET
r
RIGHT OF WAY MONUMENTATION SURVEY
MURPHY ROAD
LOCATED IN THE NORTHWEST ONE -QUARTER (NW1/4) AND THE NORTHEAST ONE -QUARTER (NE1/4) OF SECTION 16,
AND THE NORTHEAST ONE -QUARTER (NE1/4) OF SECTION 17,
TOWNSHIP 18 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON
JAN UARY 2022
SE 1 /4 SECTION 9
NE 1/4 SECTION V
DETAIL
log =50'
V
r1=so'
50 0 50
SCALE IN FEET
CP# 18121000
(D Lo
Z Z
010
HP
i
W W
U) U)
W � zt
Lu W W
rY Z Z
SET MONUMENTS
POINT #
NORTHING
EASTING
STATION
OFFSET
441
372049.87
3299521.59
"ME" 274+72.84
56.61' RT
442
371970.42
3299576.89
443
371888.33
3299578.82
"ME" 274+97.02
226.27' RT
444
371851.29
3299608.36
461
371737.35
3298954.44
"ME" 267+77.04
0.00' RT
462
371903.27
3299086.84
"ME" 269+89.32
0.00' RT
463
372090.26
3299414.94
"ME" 273+76.17
0.00' RT
464
372096.26
3299457.89
"ME" 274+19.53
0.00' RT
465
372104.34
3299505.34
"ME" 274+67.67
0.00' RT
466
1 372111.53
3299541.00
"ME" 275+04.05
0.00' RT
1,11.1 . ____
DCES COUNTY SURVEYOR
LFqILr-.,D
B.colltns
BARGAIN AND
SALE DEED
2015-06470
�#11
' 1008
/ STATUTORY
/ WARRANTY DEED
2015-09327
fO 462
0X00
i
4 .'37' 464
N82°03'04„E
(Ri i*
m mZ
m
w�
TO "D �
Ni
co
o it
p
�
o
cr
'O
J►
�
Z
465 _ __®
�6.38,
N78o3612"E
(Foy
CURVE TABLE
CURVE #
RADIUS
CENTRAL ANGLE
ARC LENGTH
CHORD
C9 (R1)*
510.00'
43027'39"
386.85'
N60019'14"E 377.64'
C10 (R1)"
800.00'
3026'52"
48.14'
N80019'38"E 48.13'
441
RIGHT OF WAY
DEDICATION DEED
2019-25665
442
i
443
RECOVERED MONUMENTS
POINT #
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION & REFERENCE DOCUMENTS
1001
371994.88
3299063.53
"ME" 270+38.87
78.14' LT
5/8" IR, GOOD CONDITION, DOWN 0.2% PER CS18804
1002
372100.57
3299210.96
"ME" 271+97.34
73.96' LT
5/8" IR, GOOD CONDITION, DOWN 0.2% PER CS18804
1005
372141.18
3299470.52
"ME" 274+39.30
42.52' LT
DBC, SET 5/81N IR W/YPC MARKED "DOWL", FLUSH
1006
372332.70
3299573.73
DBC, SET 5/81N IR W/YPC MARKED "DOWL", DOWN 1.0'
1007
372645.77
3299610.17
5/81N IR W/YPC MARKED "PLS 2692 CH2M HILL", GOOD COND, DOWN 0.1' PER CS18804
1008
371992.09
3299273.32
"ME" 272+01.82
51.08' RT
5/81N IR, GOOD COND, DOWN 0.1% PER CS18804
1009
371832.83
3299128.39
"ME" 269+60.18
76.41' RT
5181N IR (BENT 0.4' SOUTH - TIED IN PLACE), DOWN 1.0', PER CS18804
1010
371651.63
3299020.97
"ME" 267+55.92
106.00' RT
5/81N IR W/YPC MARKED "CH2M HILL", GOOD COND, DOWN 0.1% PER CS18804
1014
372052.66
3299481.89
"ME" 274+36.30
46.68' RT
DBC, SET 5/8" IR W/YPC MARKED "DOWL"
1015
372634.26
3299709.42
DBC, SET 5/81N IR W/YPC MARKED "DOWL", FLUSH
1017
372757.40
3299723.60
5/81N IR W/YPC MARKED "DEA INC", GOOD COND, DOWN 0.5% PER CS13346
SEE DETAIL HEREON
RENEWS: 12/
SIGNED: 4
G OLDE/V
ATEPL
ACE