HomeMy WebLinkAboutSurvey 21474RECORD OF SURVEY
FOR THE CITY OF BEND BUTLER MARKET AND BOYD ACRES IMPROVEMENT PROJECT
LOCATED IN THE SW1/4 OF SECTION 22, THE NW1/4 OF SECTION 27
AND THE NWl/4 AND NE1/4 OF SECTION 28,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
NARRATIVE:
THE PURPOSE OF THIS SURVEY WAS TO RETRACE THE CENTERLINES FOR PORTIONS
OF BUTLER MARKET ROAD AND STUDIO ROAD, THE ESTABLISHMENT OF SURVEY
CONTROL POINTS AND THE PERPETUATION OF MONUMENT POSITIONS WITHIN THE
PROJECT AREA THAT COULD BE DISTURBED OR DESTROYED DURING CONSTRUCTION
ACTIVITIES.
STUDIO ROAD CENTERLINE:
THE HISTORY OF PRESENT DAY STUDIO ROAD STARTS WITH THE ESTABLISHMENT OF
KOTZMAN ROAD ON 12/17/1907 PER CROOK COUNTY COMMISSIONERS JOURNAL 4,
PAGE 182, WHICH VACATED A PORTION OF THE PREVIOUSLY ESTABLISHED 1885
POWELL BUTTES & PAULINA CREEK ROAD. THE ESTABLISHMENT OF KOTZMAN ROAD IN
THE GENERAL AREA OF CURRENT DAY STUDIO ROAD WAS STILL REFERRED TO AS
THE POWELL BUTTES AND PAULINA CREEK ROAD ON PLATS AND SURVEYS UP UNTIL
1957 WHEN THEY OFFICIALLY CHANGED THE NAME TO STUDIO ROAD. ON APRIL 14,
1965 THE PLAT OF RAVEN WOOD ADDITION WAS RECORDED ESTABLISHING A PORTION
OF STUDIO ROAD, IT IS UNCLEAR HOW THAT PORTION OF STUDIO ROAD ESTABLISHED
BY SAID PLAT OF RAVEN WOOD ADDITION RELATED TO THE PREVIOUSLY ESTABLISHED
KOTZMAN/STUDIO ROAD. IN 1971 THERE WAS AN ESTABLISHMENT ORDER CREATING A
NEW ALIGNMENT FOR STUDIO ROAD, BEING 60' IN WIDTH (30' EACH SIDE OF THE
CENTERLINE) AND VACATING "ALL THOSE PORTIONS OF THE OLD RIGHT—OF—WAY
LYING OUTSIDE THE NEW EXISTING RIGHT—OF—WAY" WHICH WAS INTERPRETED AS
THOSE PORTIONS OF THE PREVIOUS 1907 KOTZMAN/STUDIO ESTABLISHMENT AND
THOSE PORTIONS DEDICATED ON SAID PLAT OF RAVEN WOOD ADDITION TO BE
VACATED BY SAID 1971 ESTABLISHMENT. THE 1971 ESTABLISHMENT WAS
ACCOMPANIED BY A 1971 SURVEY OF STUDIO ROAD BY DESCHUTES COUNTY BUT
UNFORTUNATELY THAT RECORD WAS NOT FOUND BY THE DESCHUTES COUNTY
SURVEYOR'S OFFICE. THE FIRST RETRACEMENT SURVEY WAS A BOUNDARY SURVEY BY
HICKMAN WILLIAMS & ASSOCIATES (CS06037) WHICH RETRACES THE CENTERLINE OF
SAID STUDIO ROAD PER SAID 1971 ESTABLISHMENT ORDER AND PRESUMABLY SAID
1971 DESCHUTES COUNTY SURVEY. SAID BOUNDARY SURVEY (CS06037) IS THE
BASIS FOR PARTITION PLAT 1993-25 (CS11436) AND SEQUENTIALLY A BOUNDARY
SURVEY BY SUN COUNTRY ENGINEERING & SURVEYING, INC. (CS17927), WHICH
BUILDS THE FRAMEWORK FOR THE RESOLUTION OF STUDIO ROAD SHOWN HEREON.
THAT PORTION OF THE STUDIO ROAD CENTERLINE, WITHIN OUR PROJECT LIMITS, WAS
CALCULATED BY HOLDING FOUND SIDELINE MONUMENTS, 177, 197, 229 AND 230,
SET IN SAID SUN COUNTRY ENGINEERING & SURVEYING, INC. BOUNDARY SURVEY
(CS17927). RECORD DIMENSIONS FIT VERY WELL WITH SAID FOUND MONUMENTS AND
WERE UTILIZED AS THE BASIS FOR CALCULATING THE CENTERLINE, BY HOLDING A
40.00 FOOT SOUTHERLY OFFSET FROM SAID SIDELINE MONUMENTS AND THEN
EXTENDING SAID CENTERLINE EAST AND WEST PER RECORD DIMENSIONS. SAID
CALCULATED CENTERLINE FIT VERY WELL WITH THE ABOVE MENTIONED 1971
ESTABLISHMENT ORDER CALLS TO ALIQUOT CORNERS AND RELATED VERY WELL TO
LIKE MONUMENTS FOUND IN CS06037 AND THIS SURVEY.
BUTLER MARKET CENTERLINE:
THE CENTERLINE OF BUTLER MARKET ROAD WAS ESTABLISHED BY HOLDING FOUND
CENTERLINE MONUMENTS, 100 THROUGH 107, SET IN DESCHUTES COUNTY PUBLIC
WORKS RIGHT OF WAY MAP OF A PORTION OF BUTLER MARKET ROAD (CS11963).
RIGHT—OF—WAY SIDELINES AND ROAD DEDICATION CITATIONS SHOWN HEREON ARE
FOR REFERENCE ONLY.
NO OTHER UNUSUAL CIRCUMSTANCES WERE ENCOUNTERED DURING THE COURSE OF
THE FIELD SURVEY OR PREPARATION OF THIS MAP OTHER THAN STATED AND/OR
SHOWN HEREON.
NO CERTIFICATE IS BEING MADE AS TO THE POSITION OF THESE MONUMENTS
RELATIVE TO ANY RECORD PROPERTY LINES OTHER THAN THE LOCATION AT WHICH
THEY WERE FOUND AND TIED PER THIS SURVEY.
SHEET INDEX:
SHEET 1: NARRATIVE, PROJECT OVERVIEW SHEET 3 — 8: CENTERLINE RESOLUTION
DETAIL, FOUND MONUMENT
SHEET 2: CONTROL NETWORK PROCEDURE, TABELS, SECONDARY CONTROL
BASIS OF BEARINGS, HORZ/VERT DATUM, TABLES
PRIMARY CONTROL TABLE, REFERENCES
FEBRUARY 2025
21 313
28
RESOLVED CENTERLINE
— — UNRESOLVED RIGHT—OF—WAY
BASIS OF BEARINGS
S89.42'06"E 2644.76'
UNRESOLVED PROPERTY LINE
W]
END OF PROJECT
CENTERLINE EXTENTS
-y 'L N: 394603.86
E: 3300983.47
O \\
O�
22
27
\�zzzl�
�Y
\� WELLS 4Cr
100,
�� ROgD
cu FZr
O P
v �
D
T7--1
m
J41
O �
Lc /
FE:
IOZm:92385.62 3296816.65 0
START PROJECT
STUDIO ROAD CENTERLINE N: 392388.18
E: 3298370.78
STUDIO ROAD/BUTLER MARKET
CENTERLINE INTERSECTION
400' 0 200' 400' 800'
SCALE: 1" = 400'
0"UNTY SURVEYOR
Hu Er*13 v :OR
FILED-oZ eE�- By:
SHEET 1 OF 8
aw
2252601 _ROS ButlerWells.d
(:S 2 14 7 -4 -
BNDM
A
(LOCATION NOT
TO SCALE)
LEGEND:
A
CS
e1 ��
p,RE
• 1 A VENUE
OI
01
ID
T
m
MURRAY ROAD
2 • I
PRIMARY CONTROL POINT, SEE PRIMARY
CONTROL POINTS TABLE ON THIS SHEET
COUNTY SURVEY
RECORD DATA PER CITED REFERENCE
RECORD OF SURVEY
FOR THE CITY OF BEND BUTLER MARKET AND BOYD ACRES IMPROVEMENT PROJECT
LOCATED IN THE SW1/4 OF SECTION 22, THE NW1/4 OF SECTION 27
AND THE NW1/4 AND NE1/4 OF SECTION 28,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
FEBRUARY 2025
SURVEY REFERENCES:
(A) INTENTIONALLY OMITTED
(B) INTENTIONALLY OMITTED
(C) INTENTIONALLY OMITTED
(D) INTENTIONALLY OMITTED
(E) INTENTIONALLY OMITTED
(F) INTENTIONALLY OMITTED
(G) INTENTIONALLY OMITTED
(H) PLAT OF BOYDS ACREAGE, CS06031
(J) INTENTIONALLY OMITTED
(K) INTENTIONALLY OMITTED
(L) BOUNDARY SURVEY BY HICKMAN WILLIAMS &
ASSOCIATES, CS06037
SURVEY REFERENCE NOTE:
REFERENCES INTENTIONALLY OMITTED WERE
ORIGINALLY INCLUDED AS PART OF A LARGER
PROJECT SCOPE. OVER TIME, THAT PORTION OF THE
PROJECT ALONG BOYD ACRES ROAD WAS REMOVED.
�I.
SURVEY REFERENCES (CONT.):
(M) DESCHUTES COUNTY ORDER OF ESTABLISHMENT FOR STUDIO ROAD,
DATED 1971
(N) RIGHT OF WAY MAP OF A PORTION OF BUTLER MARKET ROAD BY
DESCHUTES COUNTY PUBLIC WORKS, CS11963
(P) PLAT OF RAVEN WOOD ADDITION, CS09080
(Q) RIGHT OF WAY MAP FOR BRINSON BOULEVARD BY DESCHUTES
COUNTY PUBLIC WORKS, CS12205
(R) PLAT OF BUTLER CROSSING, CS19793
(S) INTENTIONALLY OMITTED
(T) MINOR LAND PARTITION 1-81, CS02886
(U) MINOR LAND PARTITION 4-79, CS02888
(V) BOUNDARY SURVEY BY GARY W. HICKMAN, CS02903
(W) INTENTIONALLY OMITTED
(X) PLAT OF BOUNDARY SURVEY BY RAYMOND E. OMAN, CS02921
(Y) INTENTIONALLY OMITTED
(Z) SURVEY BY JOHN H. EATON, CS06038
(AA) PLAT OF CEDAR CREEK TOWNHOMES, STAGES I & II, CS06186
(BB) PLAT OF CHOCTAW VILLAGE, CS06363
(CC) PLAT OF TAMARACK PARK EAST PHASE I, CS 10068
(DD) PLAT OF TAMARACK PARK EAST PHASE VIII, CS10077
(EE) PARTITION PLAT NO. 1993-25, CS 11436
(FF) PLAT OF HAMPTON PARK SUBDIVISION PHASE I, CS11993
(GG) PLAT OF FALCON RIDGE, CS12136
CONTROL NARRATIVE:
PRIMARY CONTROL POINTS 1 THROUGH 5 WERE ESTABLISHED BY A LEAST
SQUARES ADJUSTED STATIC GPS NETWORK, CONSTRAINED BY THE OREGON
REAL—TIME GNSS NETWORK (ORGN) BEND MAINTENANCE STATION (BNDM)
AND CENTRAL OREGON COORDINATE SYSTEM (COCS) CONTROL MARK
17122104 (NO. 313 SHOWN HEREON). BNDM WAS CONSTRAINED BOTH IN
THE HORIZONTAL AND VERTICAL WHILE NO. 313 WAS CONSTRAINED IN THE
HORIZONTAL ONLY. LOCALIZED STATIC OBSERVATIONS WERE OBSERVED
BETWEEN SAID PRIMARY CONTROL POINTS FOR VERIFICATION ON OVERALL
NETWORK FIT.
SECONDARY CONTROL POINTS SHOWN HEREON WERE ESTABLISHED BY
CONVENTIONAL TRAVERSE BETWEEN SAID PRIMARY CONTROL POINTS.
DIGITAL DIFFERENTIAL LEVEL LOOPS WERE PERFORMED THROUGH BOTH
PRIMARY AND SECONDARY CONTROL POINTS, HOLDING THE ELEVATION OF
PRIMARY CONTROL POINT 5.
PRIMARY CONTROL POINTS 1 AND 2 WERE ORIGINALLY ESTABLISHED AS PART
OF A LARGER PROJECT SCOPE. OVER TIME, THAT PORTION OF THE PROJECT
ALONG BOYD ACRES WAS REMOVED, SHOWN HEREON FOR REFERENCE. SEE
CS21415 FILED NOVEMBER 1, 2024 FOR SURVEY MONUMENTS ALONG BOYD
ACRES THAT WERE COLLECTED AS PART OF THE ORIGINAL PROJECT SCOPE.
PRIMARY
CONTROL
POINTS TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
1
397335.06
3296734.95
3546.10
1-1/8
INCH
COPPER PLUG STAMPED SF LAND
SERVICES 1
2
395103.36
3296782.17
3556.33
1-1/8
INCH
COPPER PLUG STAMPED SF LAND
SERVICES 2
3
392441.57
3296863.67
3575.42
1-1/8
INCH
COPPER PLUG STAMPED SF LAND
SERVICES 3
4
392925.86
3299398.97
3543.50
1-1/8
INCH
COPPER PLUG STAMPED SF LAND
SERVICES 4
5
394445.98
3300733.52
3513.69
1-1/8
INCH
COPPER PLUG STAMPED SF LAND
SERVICES 5
108
393791.62
3299906.99
N/A
2-1/2
INCH
BRASS CAP SECTION CORNER DOWN 0.85 FT IN MON BOX (R)
313
393805.38
3297262.26
3564.26
2 INCH
BRASS CAP STAMPED T17S R12E 1/4
21 28 LS1081 (CCC)
BNDM
397160.54
3293643.50
3578.03
BEND MAINTENANCE STATION
500' 0 250' 500' 1000,
SCALE: 1" = 500'
SURVEY REFERENCES (CONT.):
(HH) INTENTIONALLY OMITTED
(JJ) INTENTIONALLY OMITTED
(KK) PLAT OF HAMPTON PARK SUBDIVISION, PHASE 11, CS13821
(LL) INTENTIONALLY OMITTED
(MM) PARTITION PLAT NO. 2002-52, CS14997
(NN) PARTITION PLAT NO. 2002-63, CS15060
(PP) PARTITION PLAT NO. 2003-8, CS 15288
(QQ) INTENTIONALLY OMITTED
(RR) PLAT OF HUETTL PARK, CS16968
(SS) INTENTIONALLY OMITTED
(TT) PLAT OF COPPERLEAF VILLAGE, CS17742
(UU) BOUNDARY SURVEY BY SUN COUNTRY ENGINEERING & SURVEYING,
INC., CS17927
(W) MAP OF SURVEY BY PRECISION LAND SURVEYING, INC., CS18043
(WW) BOUNDARY SURVEY BY SUN COUNTRY ENGINEERING & SURVEYING,
INC., CS18165
(XX) PLAT OF SCOTT'S LANDING, CS18421
(YY) INTENTIONALLY OMITTED
(ZZ) INTENTIONALLY OMITTED
(AAA) PLAT OF JONES FARM, CS19178
(BBB) INTENTIONALLY OMITTED
(CCC) OREGON CORNER RESTORATION RECORD NO. 1901 BY JEFFREY A. KERN
(DDD) PLAT OF BURNING TREE VILLAGE, CS06097
HORIZONTAL DATUM:
THE HORIZONTAL DATUM FOR THIS SURVEY IS NAD 1983(91) BASED ON THE
CENTRAL OREGON COORDINATE SYSTEM (COCS). COORDINATES AND DISTANCES
SHOWN HEREON ARE AT GROUND, INTERNATIONAL FEET.
VERIFICATION TIE TO COCS CONTROL MARK 17122200 (NO. 108 SHOWN
HEREON) HAVING THE FOLLOWING PUBLISHED COORDINATES.
NORTHING: 393791.54
EASTING: 3299906.85
VERTICAL DATUM:
THE VERTICAL DATUM FOR THIS SURVEY IS NGVD29 BASED ON THE CENTRAL
OREGON COORDINATE SYSTEM (COCS).
VERIFICATION TIE TO COCS CONTROL MARK 17122200 (NO. 108 SHOWN
HEREON) HAVING THE FOLLOWING PUBLISHED ELEVATION.
ELEVATION: 3527.82
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS SOUTH 89'42'06" EAST
ALONG THE NORTH LINE OF THE NE1/4 OF SECTION 28 BETWEEN POINTS
313 AND 108, BASED ON THE CENTRAL OREGON COORDINATE SYSTEM.
— SEE SHEETS 3 THROUGH 8 FOR SECONDARY CONTROL POINTS TABLES
SHEET 2 OF 8
co
N
CS 2 1 a7a
2252601 _ROS ButlerWells.d
RECORD OF SURVEY
FOR THE CITY OF BEND BUTLER MARKET AND BOYD ACRES IMPROVEMENT PROJECT
LOCATED IN THE SW1/4 OF SECTION 22, THE NW1/4 OF SECTION 27
AND THE N W 1/4 AND N E 1/4 OF SECTION 28,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
VOL 410, PG 652
77 3®7-5
FEBRUARY 2025
CALCULATED CN 1 / 16
-N: 392498.83
E: 3297261.11
(N 15'58'32"W 73.42')(L)
198 o PP 1993-25 230 229 (N 16.02,W 73.42')(M)
1 gg Q - _ _ _ \ N 16 02 30 W 73.36 00
GM - - -[--
VOL 335 PG 2375 0 , L _ _ - - 19 0 0 - - - LL
- 00
o MARKET ROAD c o ^o
VOL 209, PG 2505 232 ��� r-c� o E3 R STUDIO ROAD)Lu
o C2 N87'53'22"W 53;30' o LV
o (N87.53 W 53.29 )(M) _
w _�_-___a'_------------=
o
19 6 LV
N: 392385.62 --0 N: 392428.33 W
E: 3296816.65 VACATED PER STUDIO E: 3297281.38
START PROJECT o ORDER OF ESTABLISHMENT
STUDIO ROAD CENTERLINE 220 HAMPTON PARK -woov
PHASE I
HAMPTON PARK A
PHASE I
® 221
O
J
0 188
J
189
1 Fr1=Rln-
RESOLVED CENTERLINE
UNRESOLVED RIGHT-OF-WAY
UNRESOLVED DEDICATED RIGHT-OF-WAY
UNRESOLVED PROPERTY LINE
( )
RECORD DATA PER CITED REFERENCE
SECONDARY CONTROL POINT, SEE SECONDARY
CONTROL POINTS TABLE ON THIS SHEET
PRIMARY CONTROL POINT, SEE PRIMARY
CONTROL POINTS TABLE ON SHEET 2
FOUND MONUMENT, SEE FOUND
MONUMENTS TABLE ON THIS SHEET FOR
FURTHER DESCRIPTION
60' 0 30' 60' 120'
SCALE: 1" = 60'
2252601 _ROS ButlerWelis.dm
jkv
CURVE TABLE
CURVE #
DELTA
RADIUS
LENGTH
CHORD
CHORD LEN
C2
16'37'00"
1432.39'
415.42'
N83'48'08"E
413.96'
(16'37'00")(L)
(1432.39')(L)
(415.42')
(M)(L)
(S83'48'30"W)(M)
(N83'51'41 "E)(L)
(413.96')
(M)(L)
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
188
392220.59
3296888.85
5/8
INCH
IRON
ROD
WITH
DETERIORATED YELLOW PLASTIC
CAP (FF)
189
392185.08
3296883.69
5/8
INCH
IRON
ROD
WITH
DETERIORATED YELLOW PLASTIC
CAP (FF)
196
392390.62
3297125.70
5/8
INCH
IRON
ROD WITH
DETERIORATED YELLOW PLASTIC
CAP, DOWN 0.5 FT (KK)
197
392457.12
3296971.34
5/8
INCH
IRON
ROD
WITH
YELLOW PLASTIC CAP MARKED
SCE&S, FLUSH (UU)
198
392487.57
3296925.85
5/8
INCH
IRON
ROD
WITH
DETERIORATED YELLOW PLASTIC
CAP (UU)
199
392474.97
3296857.34
5/8
INCH
IRON
ROD
WITH
YELLOW PLASTIC CAP MARKED
LS 2527, DOWN 0.1 FT (W)
220
392353.21
3296912.70
5/8
INCH
IRON
ROD
WITH
DETERIORATED YELLOW PLASTIC
CAP (FF)
221
392292.57
3296910.15
5/8
INCH
IRON
ROD
WITH
DETERIORATED YELLOW PLASTIC
CAP (FF)
229
392469.92
3297239.56
5/8
INCH
IRON
ROD
WITH
YELLOW PLASTIC CAP MARKED
SCE&S, FLUSH (UU)
230
392470.30
3297229.60
5/8
INCH
IRON
ROD
WITH
YELLOW PLASTIC CAP MARKED
SCE&S, FLUSH (UU)
232
392429.83
3296828.34
5/8
INCH
IRON
ROD WITH
YELLOW PLASTIC CAP MARKED
LS 2527, UP 0.1 FT (W)
SECONDARY CONTROL POINTS TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
19
392459.16
3297155.72
3573.90
5/8 INCH IRON ROD WITH RED PLASTIC CAP MARKED S&F LANDS CONTROL
SHEET 3 OF 8
C4
N
(:S 2 14 7 4 -
rn
rn
m
rn
W
O
n
00
RECORD OF SURVEY
FOR THE CITY OF BEND BUTLER MARKET AND BOYD ACRES IMPROVEMENT PROJECT
LOCATED IN THE SW1/4 OF SECTION 22, THE NW1/4 OF SECTION 27
AND THE NW1/4 AND NE1/4 OF SECTION 28, ��, COUNTYSURVEYOR
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, OZ $ ZOZS
CITY OF BEND, DESCHUTES COUNTY, OREGON
FEBRUARY 2025
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
177
392450.86
3297756.06
5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED SCE&S, UP 0.1 FT (EE)
178
392378.61
3297730.60
5/8 INCH IRON ROD, UP 0.3 FT (P)
179
392369.43
3298036.52
5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP NOT LEGIBLE, UP 0.1 FT (P)
195
392382.34
3297600.55
5/8 INCH IRON ROD, DOWN 0.3 FT (P)
215
392484.83
3298580.53
2 INCH ALUMINUM CAP STAMPED DEVTECH NE 1/16 S28 T17S R12E, 2016 FLUSH (AAA)
225
392431.58
3297756.10
1 INCH IRON PIPE, FLUSH (Z)
226
392421.77
3298020.12
BOLT IN PAVEMENT CURB, DOWN 0.3 FT (AA)
227
392374.54
3297860.51
1 /2 INCH IRON PIPE, FLUSH (P)
231
392382.52
1 3297402.96
5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED PROPERTY CORNER, DOWN 0.7 FT (P)
SECONDARY CONTROL POINTS TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
16
392361.18
3298174.25
3560.27
MAG NAIL WITH 1-1/2 INCH WASHER STAMPED S&F LANDS CONTROL
17
392432.28
3297796.53
3561.99
5/8 INCH IRON ROD WITH RED PLASTIC CAP MARKED S&F LANDS CONTROL
18
392398.92
3297450.87
1 3570.08
1 MAG NAIL WITH 1-1/2 INCH WASHER STAMPED S&F LANDS CONTROL
CVF3�21-
CALCULATED CN 1 /16 ojtlklvL ®�\g
N: 392498.83 ®25 -Tow I�
E: 3297261.11 77� (N89' 19' 12"W 1319.48')(H)
(S89'19'12"E 1319.49')(L) //' NE1/16
S89'23'10"E 1319.49'
(N15'58'32"W 73.42')(L)
(N 16'02 W 73.42 )(M) PP 1993-25 0
N 16'02'30"W 73.36'
225 DESTROYED BY UNRELATED
CEDAR CREEK TOWNHOMES / J,�
CONSTRUCTION ACTIVITIES STAGES I & II i Qj
BUTLER - - _
- _ BU MARKET ROAD o o • o� 17 - ` ~ N---- --- -
--------- - 22 rn
- o (STUDIO ROAD) �• 226 , g�5 /
O N87'53'22"W 1092 54+ " N _
rn
- - - -- 18 - - __ ►o M (N8T83'W 1092.54')(M) N
rn
231 -' - - - .�"� (1092.54')(L) M
N: 392428.33 -
195 --
E: 3297281.38 178 - - - M - SEE DETAIL 'A' (n
V.4
THIS SHEETO
VACATED PER STUDIO RD Q ) /ORDER OF ESTABLISHMENT D PLATTED CENTERLINE PER (�p�/
� RAVEN WOOD ADDITION, VACATED PER STUDIO RD /� �O G� �G/ 00
m I REFERENCE ONLY ORDER OF ESTABLISHMENT 2005-80411
-wopv I
O /
O �� / 'C� / CALCULATED POSITION OF MONUMENT NO. 2,
Q / / �brVOV // ON SHEET 1 OF 7 PER REFERENCE (N)
i FrFNn-
RESOLVED CENTERLINE
UNRESOLVED RIGHT-OF-WAY
UNRESOLVED DEDICATED RIGHT-OF-WAY
UNRESOLVED PROPERTY LINE
( )
RECORD DATA PER CITED REFERENCE
CL
CENTER LINE
SECONDARY CONTROL POINT, SEE SECONDARY
CONTROL POINTS TABLE ON THIS SHEET
PRIMARY CONTROL POINT, SEE PRIMARY
CONTROL POINTS TABLE ON SHEET 2
•
FOUND MONUMENT, SEE FOUND
MONUMENTS TABLE ON THIS SHEET FOR
FURTHER DESCRIPTION
60' 0 30' 60' 120'
SCALE: 1" = 60'
DETAIL 'A'
1" = 10'
PLATTED CENTERLINE PER �¢oP0 �116/
RAVEN WOOD ADDITION,
REFERENCE ONLY OJ�vC�
¢�-225 'l�Ml
(STUDIO ROAD)
N87'53'22"W
POINT OF BEGINNING STUDIO
ROAD CENTERLINE
2.40' N: 392388.09
N: 392388.18 E: 3298373.18
E. 3298370.78
STUDIO ROAD/BUTLER MARKET
CENTERLINE INTERSECTION
* AS STATED IN THE 1971 STUDIO ROAD
ORDER OF ESTABLISHMENT "BEGINNING AT
A POINT IN THE BUTLER MARKET ROAD..."
IT DOES NOT CLEARLY DEFINE THE POINT
OF BEGINNING AS BEING ON THE
CENTERLINE OF BUTLER MARKET ROAD.
SHEET 4 OF 8
a
2252601 _ROS ButlerWells.d
FOUND MONUMENTS
TABLE
POINT NO.
NORTHING
FASTING
DESCRIPTION
105
392825.62
3299044.21
2 INCH ALUMINUM CAP NOT LEGIBLE DOWN
0.1
FT (N)
106
392762.53
3298892.53
1 /4
INCH
IRON
ROD NO CAP DOWN 0.1 FT
(N)
107
392666.84
3298759.04
2 INCH ALUMINUM CAP NOT LEGIBLE DOWN
0.2
FT (N)
167
392840.38
3298954.66
5/8
INCH
IRON
ROD WITH YELLOW PLASTIC
CAP
MARKED BAXTER
SURVEYING,
FLUSH (XX)
168
392771.80
3299020.40
BRASS SCREW WITH WASHER STAMPED H.W.A. (PP)
169
392718.58
3298915.05
5/8
INCH
IRON
ROD, FLUSH (V)
170
392749.50
3298973.41
BRASS SCREW WITH WASHER STAMPED H.W.A. (PP)
171
392770.28
3298824.93
5/8
INCH
IRON
ROD WITH YELLOW PLASTIC
CAP
MARKED BAXTER
SURVEYING,
FLUSH (XX)
172
392764.02
3298814.68
5/8
INCH
IRON
ROD WITH YELLOW PLASTIC
CAP
MARKED BAXTER
SURVEYING,
FLUSH (XX)
173
392757.62
3298804.52
5/8
INCH
IRON
ROD WITH YELLOW PLASTIC
CAP
MARKED BAXTER
SURVEYING,
FLUSH (XX)
174
392755.49
3298804.40
BRASS PLUG STAMPED PLS 78554 (XX)
175
392832.35
3298770.19
5/8
INCH
IRON
ROD WITH YELLOW PLASTIC
CAP
NOT LEGIBLE, FLUSH (XX)
176
392634.68
3298782.75
5/8
INCH
IRON
ROD WITH YELLOW PLASTIC
CAP
NOT LEGIBLE, UP
0.1 FT (N)
180
392588.29
3298580.82
5/8
INCH
IRON
ROD WITH YELLOW PLASTIC
CAP
MARKED BAXTER
SURVEYING,
BENT NORTHEAST (XX)
181
392600.46
3298580.63
5/8
INCH
IRON
ROD WITH YELLOW PLASTIC
CAP
MARKED BAXTER
SURVEYING,
FLUSH (XX)
184
392822.90
3299168.62
5/8
INCH
IRON
ROD BENT, TIED P.O.E, NORTHEAST WITH YELLOW
PLASTIC CAP MARKED DEJARNAT PLS2208, FLUSH (T)
185
392912.26
3299174.16
5/8
INCH
IRON
ROD, DOWN 1.0 FT (BB)
SECONDARY CONTROL POINTS TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
14
392838.58
3299008.87
3551.34
MAG NAIL WITH 1-1/2 INCH WASHER STAMPED S&F LANDS CONTROL
15
1 392503.28
1 3298582.23
1 3557.19
5/8 INCH IRON ROD WITH RED PLASTIC CAP MARKED S&F LANDS CONTROL
i FCFND-
RESOLVED CENTERLINE
UNRESOLVED RIGHT-OF-WAY
RECORD OF SURVEY
FOR THE CITY OF BEND BUTLER MARKET AND BOYD ACRES IMPROVEMENT PROJECT
LOCATED IN THE SW1/4 OF SECTION 22, THE NW1/4 OF SECTION 27
AND THE NW1/4 AND NE1/4 OF SECTION 28,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
FEBRUARY 2025
o_
OR314-2331
185 '
OR294-1587 186 21 1 o
0 s 0
10
o
187 `-'_ 00
�® 3z 14 -�•25 �a6'ti �02 209
k, k) 0 �`J_ 1� N6 'I 251 0_
,y / 6 O � �N 184
lo PP 2017-5
171 �' �
P.I.
172 i 106 "o
173
174 / `so � �6D� k�4 ' G5 � ��
s10 o ' �q� .�6 . sro / 170
j oo_
SCOTTS
LANDING
169
107 /
ll-vo- DESCHUTES COWNT- Y S URVEYOR
I-,' ril 1001, FILED 27- >000�
161- e.; +�i"a
o �
UNRESOLVED DEDICATED RIGHT-OF-WAY CEDAR CREEK /) o. �
UNRESOLVED PROPERTY LINE
( ) RECORD DATA PER CITED REFERENCE
P.I. POINT OF INTERSECTION
P.O.E POINT OF ENTRY
SECONDARY CONTROL POINT, SEE SECONDARY
CONTROL POINTS TABLE ON THIS SHEET
PRIMARY CONTROL POINT, SEE PRIMARY
CONTROL POINTS TABLE ON SHEET 2
FOUND MONUMENT, SEE FOUND
MONUMENTS TABLE ON THIS SHEET FOR
FURTHER DESCRIPTION
00 /
60' 0 30' 60' 120'
SCALE: 1" = 60'
TOWNHOMES
STAGES I & II
Ile 1-11
�1 '5 4
zzj@.-17-
t?223
CALCULATED CN1/16 TO NE1/16 o' t`(S89:19'12"E 1319.49')(L)
S892310 E 1319.49 '
-�A O 215 222
NE1/16
l.'\ ev�"
1-1
1 og'\N
O
IX Z
ML
qw � •'�°�� 224 (A
I
SEE DETAIL 'A'
ON SHEET 4
/ CALCULATED POSITION OF MONUMENT NO. 2,
ON SHEET 1 OF 7 PER REFERENCE (N)
CURVE TABLE
CURVE #
DELTA
RADIUS
LENGTH
CHORD
CHORD LEN
C5
13'05' 12"
1432.40'
327.17'
N60.52'32"E
326.46'
(N)
(13-05'12")
1432.40'
(327.17')
(N60-52'40"E)
(326.46')
• 217 HOOVER LOOP
Am
218
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
186
392889.12
3299118.61
5/8
INCH IRON
ROD BENT, TIED P.O.E, DOWN 0.2 FT (BB)
187
392858.82
3298998.94
5/8
INCH IRON
ROD WITH YELLOW PLASTIC CAP MARKED
BAXTER SURVEYING, FLUSH (XX)
208
392789.28
3299060.68
5/8
INCH IRON
ROD WITH YELLOW PLASTIC CAP MARKED
SCE&S, DOWN 0.2 FT (MM)
209
392839.12
3299207.20
5/8
INCH IRON
ROD WITH YELLOW PLASTIC CAP MARKED
PLS 2208, UP 0.2 FT (T)
210
392854.63
3299243.97
5/8
INCH IRON
ROD WITH YELLOW PLASTIC CAP MARKED
DEJARNATT PLS 2208, DOWN 0.3 FT (T)
211
392906.54
3299173.09
PK NAIL, FLUSH
(UNKNOWN)
214
392523.43
3298611.06
5/8
INCH IRON
ROD BENT, TIED P.O.E, DOWN 0.1 FT (V)
215
392484.83
3298580.53
2 INCH ALUMINUM CAP STAMPED DEVTECH NE 1/16 S28
T17S R12E, 2016 FLUSH (AAA)
216
392399.58
3298610.29
5/8
INCH IRON
ROD WITH YELLOW PLASTIC CAP MARKED
DEVTECH, FLUSH (AAA)
217
392374.60
3298610.26
2 INCH ALUMINUM CAP STAMPED DEVTECH, FLUSH (AAA)
218
392349.63
3298610.26
5/8
INCH IRON
ROD WITH YELLOW PLASTIC CAP MARKED
DEVTECH, FLUSH (AAA)
222
392484.55
3298610.53
1 INCH IRON ROD WITH PUNCH, FLUSH (AAA)
223
392511.40
3298610.61
5/8
INCH IRON
ROD, DOWN 0.2 FT (AAA)
224
392354.19
3298550.21 j
1 /2
INCH IRON
ROD, DOWN 0.6 FT (U)
SHEET 5 OF 8
v;
N
.es--
.c
CS 2 1474
2252601-ROS ButlerWells.
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
104
393095.46
3299692.87
2 INCH ALUMINUM CAP STAMPED DESCHUTES COUNTY PUBLIC WORKS (N)
128
393317.25
3299955.61
5/8
INCH
IRON
ROD
WITH ORANGE PLASTIC CAP STAMPED
HHPR INC DOWN
0.2 FT (R)
129
393289.18
3299922.11
5/8
INCH
IRON
ROD
WITH ORANGE PLASTIC CAP STAMPED
HHPR INC DOWN
0.2 FT (R)
130
393262.44
3299887.39
5/8
INCH
IRON
ROD
WITH ORANGE PLASTIC CAP STAMPED
HHPR INC DOWN
0.2 FT (R)
140
393236.02
3299849.90
5/8
INCH
IRON
ROD
WITH ORANGE PASTIC CAP STAMPED
HHPR INC (R)
141
393212.22
3299812.31
5/8
INCH
IRON
ROD
WITH ORANGE PASTIC CAP ILLEGIBLE
(R)
146
393115.46
3299610.60
5/8
INCH
IRON
ROD
WITH ORANGE PASTIC CAP STAMPED
HHPR INC (R)
147
392938.19
3299418.92
5/8
INCH
IRON
ROD
WITH YELLOW PASTIC CAP ILLEGIBLE
(GG)
148
392874.96
3299431.46
5/8
INCH
IRON
ROD
WITH YELLOW PASTIC CAP ILLEGIBLE
(GG)
149
392815.18
3299431.50
5/8
INCH
IRON
ROD
WITH YELLOW PASTIC CAP ILLEGIBLE
(GG)
164
393002.11
3299807.68
ALUMINUM
CAP
NOT LEGIBLE, FLUSH (RR)
165
393002.23
3299777.65
5/8
INCH
IRON
ROD
WITH YELLOW PLASTIC CAP MARKED J.T.A. INC., FLUSH
(RR)
166
393055.03
3299699.55
5/8
INCH
IRON
ROD
WITH YELLOW PLASTIC CAP MARKED
SCE&S, DOWN 1.5
FT (GG)
182
392874.98
3299461-50
5/8
INCH
IRON
ROD,
DOWN 0.4 FT (GG)
183
392974.70
3299506.64
5/8
INCH
IRON
ROD
BENT, TIED P.O.E, NORTHWEST WITH
YELLOW PLASTIC CAP MARKED SCE&S, UP 0.2 FT (GG)
185
392912.26
3299174.16
5/8
INCH
IRON
ROD,
DOWN 1.0 FT (BB)
190
393190.51
3299774.93
FOUND 5/8 INCH IRON ROD WITH ORANGE PLASTIC CAP
STAMPED HHPR INC (R)
193
393104.60
3299610.56
5/8"
IRON
ROD
WITH
ILLEGIBLE YELLOW PLASTIC CAP (R)
194
393019.67
3299614.99
5/8
INCH
IRON
ROD
WITH YELLOW PLASTIC CAP MARKED
SCE&S (GG)
202
393163.46
3299902-76
1 /2
INCH
IRON
ROD
UP 0.4 FT BENT TIED P.O.E. (X)
SECONDARY CONTROL POINTS TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
13
393165.75
3299743.52
3530.45
MAG NAIL WITH 1-1/2 INCH WASHER STAMPED S&F LANDS CONTROL
CURVE TABLE
CURVE #
DELTA
RADIUS
LENGTH
CHORD
CHORD LEN
C6
48'05'42"
1074.30'
901.79'
N43'22'25"E
875.54'
(N)
(48'059421t)
l(l 074.30'
(901.79')
(N43'22'25"E)
(875.54')
60' 0 30' 60' 120'
SCALE: 1" = 60'
RECORD OF SURVEY
FOR THE CITY OF BEND BUTLER MARKET AND BOYD ACRES IMPROVEMENT PROJECT
LOCATED IN THE SW1/4 OF SECTION 22, THE NW1/4 OF SECTION 27
AND THE NW1/4 AND NE1/4 OF SECTION 28,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
FEBRUARY 2025
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
203
393084.44
3299788.19
2 INCH ALUMINUM CAP STAMPED JOHN THOMPSON & ASSOC (RR)
204
393071.27
3299761.28
5/8
INCH IRON
ROD WITH YELLOW
PLASTIC CAP STAMPED
JTA INC DOWN 0.1 FT
(RR)
207
393132.44
3299677.51
5/8
INCH IRON
ROD WITH ORANGE
PLASTIC CAP STAMPED HHPR INC DOWN 0.2
FT (R)
209
392839.12
3299207.20
5/8
INCH IRON
ROD WITH YELLOW
PLASTIC CAP MARKED
PLS 2208, UP 0.2 FT
(T)
210
392854-63
3299243.97
5/8
INCH IRON
ROD WITH YELLOW
PLASTIC CAP MARKED
DEJARNATT PLS 2208,
DOWN 0.3 FT (T)
211
392906.54
3299173.09
1 PK
NAIL, FLUSH
(UNKNOWN)
i
doq �9- voo(..
his,
X
06'_ \
BUTLER CROSSING
1000,
-0
'0000�
37
13 d'p_
i 202
207
e � 146
' HUETTL PARK
OR 294-1584 193 �p
/�J 0 104 do
203
e- 4'
OR 300-1331
Z 'o• / -( FZ ir
/ / C
°- / � -� LEGEND:
194 _
/
1651000
/
/
,5� 183
,� 02 55,1�N1 /
RESOLVED CENTERLINE
UNRESOLVED RIGHT-OF-WAY
UNRESOLVED DEDICATED
RIGHT-OF-WAY
UNRESOLVED PROPERTY LINE
--- N6�•25 147 ( ) RECORD DATA PER CITED REFERENCE
CL CENTER LINE
(jl 21 1 S'k6 o �i / 0 SECONDARY CONTROL POINT, SEE SECONDARY
to
0 _ ` O CONTROL POINTS TABLE ON THIS SHEET
/ I I -I 148 A
O N. W 182 SURVEYOR
PRIMARY CONTROL POINT, SEE PRIM RY
-A
ul 210
/ 209
0 /
cp
�4 4
1
l::)w
j�
Q 0
J0 Cl49
IL
PORTLAND, VANCOUVER• BEND, SEASIDE
901 NW CARLON AVE, SUITE 3
BEND, OR 97703
(541) 797-0954
WWW.SFLANDS.COM EMAIL: INFO@SFLANDS.COM
DATE JOB NO. FIELD DRAWN CHECKED
2252601 _ROS ButlerWells.dwa FEB. 13 2025 2022-526-01 SGD / SCD BRR BRR
CONTROL POINTS TABLE ON SHEET 2
FOUND MONUMENT, SEE FOUND
MONUMENTS TABLE ON THIS SHEET FOR
FURTHER DESCRIPTION
SURVEY FOR:
CITY OF BEND
THE SW1 /4 SECTION 22, THE NW1 /4 SECTION 27,
AND THE NW1 /4 AND NE1 /4 SECTION 28,
TOWNSHIP 17S, RANGE 12E, W.M.
CITY OF BEND. DESCHUTES COUNTY. OREGON
SHEET 6OF8
REGISTERED
PROFESSIONAL
LAND SURVEYOR
Y
OREGON
MAY 11, 2021
BRAD R. RHOADES
91917PLS
RENEWS: 12/31 /2026
CS21a7a-
RECORD OF SURVEY
FOR THE CITY OF BEND BUTLER MARKET AND BOYD ACRES IMPROVEMENT PROJECT
LOCATED IN THE SW1/4 OF SECTION 22, THE NW1/4 OF SECTION 27
AND THE NW1/4 AND NE1/4 OF SECTION 28,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
SFF SyE
FEBRUARY 2025 / 8 OF
108 2002-57235
RUMGAY LANE rn 4
21 22 N89'40'41 "E 366.44' 109 00 0 % 29.9480'
(N89'41'14"E 366.41')(R) / .41 20 •
28127Boom -
M o O
/ Q)
39 99
/ i 100
Ak
1 1 1 // Sp 03,
1 12 149 c
/ .99'
/
A
BUTLER CROSSING
i FrFNn-
414/
113 / S
BUTLER CROSSING
,70. Ro'�J
O / ov
117
118
°o,, / 70_
/ F
1
201
ILI
RESOLVED CENTERLINE
UNRESOLVED RIGHT-OF-WAY
UNRESOLVED DEDICATED RIGHT-OF-WAY
UNRESOLVED PROPERTY LINE
( ) RECORD DATA PER CITED REFERENCE
CL
A
WELLS ACRES
CENTER LINE
60' 0 30' 60' 120'
SCALE: 1" = 60'
i
SECONDARY CONTROL POINTS TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
11
393766.28
3300257.46
3522.52
5/8 INCH IRON ROD WITH RED PLASTIC CAP MARKED S&F LANDS CONTROL
12
393279.47
3300052.44
3530.13
5/8 INCH IRON ROD WITH RED PLASTIC CAP MARKED S&F LANDS CONTROL
11 1 11 --'1
FOUND
MONUMENTS TABLE
POINT NO.
NORTHING
EASTING
DESCRIPTION
100
393731.88
3300294.14
2 INCH ALUMINUM CAP NOT LEGIBLE DOWN
0.1
FT (N)
101
393827.15
3300327.51
2 INCH ALUMINUM CAP NOT LEGIBLE DOWN
0.1
FT (N)
108
393791.62
3299906.99
2-1/2 INCH BRASS
CAP SECTION CORNER
DOWN 0.85 FT IN MON BOX (R),
PER OCRR 1953
109
393793.67
3300273.33
5/8
INCH
IRON
ROD
WITH
ORANGE
PLASTIC
CAP
STAMPED
HHPR
INC
DOWN
0.2
FT (R)
110
393745.18
3300256.43
5/8
INCH
IRON
ROD
WITH
ORANGE
PLASTIC
CAP
STAMPED
HHPR
INC
DOWN
0.2
FT (R)
111
393683.46
3300221.62
5/8
INCH
IRON
ROD
WITH
ORANGE
PLASTIC CAP
STAMPED
HHPR
INC
DOWN
0.2
FT (R)
112
393640.40
3300201.99
5/8
INCH
IRON
ROD
WITH
ORANGE
PLASTIC
CAP
STAMPED
HHPR
INC
DOWN
0.2
FT (R)
113
393600.58
3300181.59
5/8
INCH
IRON
ROD
WITH
ORANGE
PLASTIC
CAP
STAMPED
HHPR
INC
DOWN
0.2
FT (R)
114
393559.12
3300158.07
5/8
INCH
IRON
ROD
WITH
ORANGE
PLASTIC
CAP
STAMPED
HHPR
INC
DOWN
0.1
FT (R)
115
393488.54
3300111.33
5/8
INCH
IRON
ROD
WITH
ORANGE
PLASTIC
CAP
STAMPED
HHPR
INC
DOWN
0.2
FT (R)
116
393456.45
3300087.27
5/8
INCH
IRON
ROD
WITH
ORANGE
PLASTIC
CAP
STAMPED
HHPR
INC
DOWN
0.2
FT (R)
117
393426.86
3300063.21
5/8
INCH
IRON
ROD
WITH
ORANGE
PLASTIC
CAP
STAMPED
HHPR
INC
DOWN
0.2
FT (R)
118
393408.84
3300018.10
5/8
INCH
IRON
ROD
WITH
ORANGE
PLASTIC
CAP
STAMPED
HHPR
INC
DOWN
0.2
FT (R)
119
393464.30
3299968.38
5/8
INCH
IRON
ROD
WITH
ORANGE
PLASTIC
CAP
STAMPED
HHPR
INC
DOWN
0.2
FT (R)
120
393477.26
3299970.18
5/8
INCH
IRON
ROD
WITH
ORANGE
PLASTIC
CAP
STAMPED
HHPR
INC
DOWN
0.2
FT (R)
121
393499.30
3299964.82
5/8
INCH
IRON
ROD
WITH
NO CAP
BENT TIE P.O.E. (R)
122
393503.20
3299949.14
5/8
INCH
IRON
ROD
WITH
ORANGE
PLASTIC
CAP
STAMPED
HHPR
INC
DOWN
0.2
FT (R)
123
393463.75
3299939.55
5/8
INCH
IRON
ROD
WITH
ORANGE
PLASTIC
CAP
STAMPED
HHPR
INC
DOWN
0.2
FT (R)
124
393457.16
3299937.65
5/8
INCH
IRON
ROD
WITH
ORANGE
PLASTIC
CAP
STAMPED
HHPR
INC
DOWN
0.2
FT (R)
125
393446.41
3299921.77
5/8
INCH
IRON
ROD
WITH
ORANGE
PLASTIC
CAP
STAMPED
HHPR
INC
DOWN
0.2
FT (R)
126
393399.78
3299983.50
5/8
INCH
IRON
ROD
WITH
ORANGE
PLASTIC
CAP
STAMPED
HHPR
INC
DOWN
0.2
FT (R)
127
393364.65
3299977.52
5/8
INCH
IRON
ROD
WITH
ORANGE
PLASTIC
CAP
STAMPED
HHPR
INC
UP 0.1
FT
(R)
128
393317.25
3299955.61
5/8
INCH
IRON
ROD
WITH
ORANGE
PLASTIC
CAP
STAMPED
HHPR
INC
DOWN
0.2
FT (R)
131
393794.63
3300359.38
3 INCH BRASS
CAP STAMPED PROP
COR PLS 599 1977 (DDD)
153
393259.56
3300589.62
PK NAIL (UNKNOWN)
192
393303.99
3300303.86
5/8
INCH
IRON
ROD
WITH
YELLOW
PLASTIC
CAP
STAMPED
KARL
PLS
UP 1.0
FT
(NN)
200
393794.16
3300347.70
5/8
INCH
IRON
ROD
NO CAP BENT TED P.O.E. (CC)
201
393313.36
- . 1., .
3300143.73
1,
5/8
4 -
INCH
- - "
IRON
M,
ROD
$-@Aen. .
NO CAP BENT TED P.O.E. (NN)
'DESCHUTES wwUff- Y suRvgyoR,
- 2 FJV�
-�
SECONDARY CONTROL POINT, SEE SECONDARY
CONTROL POINTS TABLE ON THIS SHEET
PRIMARY CONTROL POINT, SEE PRIMARY
CONTROL POINTS TABLE ON SHEET 2
FOUND MONUMENT, SEE FOUND
MONUMENTS TABLE ON THIS SHEET FOR
FURTHER DESCRIPTION
CURVE TABLE
CURVE #
DELTA
RADIUS
LENGTH
CHORD
CHORD LEN
C6
48'05'42"
1074.30'
901.79'
N43'22'25"E
875.54'
(N)
(48'05'42")
1074.30'
(901.79')
(N43'22'25"E)
(875.54')
SHEET 7 OF 8
a
CS21aia-
2252601 _ROS ButlerWeIIs.d
RECORD OF SURVEY
FOR THE CITY OF BEND BUTLER MARKET AND BOYD ACRES IMPROVEMENT PROJECT
LOCATED IN THE SWl/4 OF SECTION 22, THE NW1/4 OF SECTION 27
AND THE NW1/4 AND NE1/4 OF SECTION 28, /
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
FEBRUARY 2025
SECONDARY CONTROL POINTS TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
10
394096.80
3300499.50
3517.27
5/8 INCH IRON ROD WITH RED PLASTIC CAP MARKED S&F LANDS CONTROL
CURVE TABLE
CURVE #
DELTA
RADIUS
LENGTH
CHORD
CHORD LEN
C7
27'55'36"
1074.30'
523.63'
N33' 17'22"E
518.46'
C7(N)
(27'55'36")
(1074.30'
(523.63')
(N33'17'22"E)
(518.46')
_4p \
<FLSO
\ ti
\)J�
F
011�' Z2009-35826
70
1?019- 7'J / 135
/ 70
136
v- /
/ �- �9 /
90-
/ 137
/ '110 /
2016-41977 / u / 139Fl 6-1
/ LEGEND:
/ 11 - 03,
/ 138
oe
1
Ohl /b�'Lti
� ems,
� 155
228
DED 2009-18699
� 156
/ END OF PROJECT
/ CENTERLINE EXTENTS
N: 394603.86
E: 3300983.47
103
9
-Q
11. / 134
70
154
RESOLVED CENTERLINE
UNRESOLVED RIGHT-OF-WAY SIDELINE
UNRESOLVED RIGHT-OF-WAY
UNRESOLVED PROPERTY LINE
/ 3)
/ ( ) RECORD DATA PER CITED REFERENCE
00,
/ 158 CL CENTER LINE
/ 400�, REFERENCE POINT TO P.I. SECONDARY CONTROL POINT, SEE SECONDARY
/ 1926 BUTLER MARKET ROAD SURVEY
CONTROL POINTS TABLE ON THIS SHEET
/ PRIMARY CONTROL POINT, SEE PRIMARY
/ CONTROL POINTS TABLE ON SHEET 2
/ FOUND MONUMENT, SEE FOUND
/ MONUMENTS TABLE ON THIS SHEET FOR
FURTHER DESCRIPTION
r
SFF S� 101
Op 8
60' 0 30' 60' 120'
SCALE: 1" = 60'
FOUND MONUMENTS TABLE
POINT NO.
NORTHING
FASTING
DESCRIPTION
101
393827-15
3300327.51
2 INCH ALUMINUM CAP NOT LEGIBLE DOWN 0.1 FT (N)
102
394260.61
3300612.06
2 INCH ALUMINUM CAP NOT LEGIBLE DOWN 0.1 FT (N)
103
394603.86
3300983.47
2 INCH ALUMINUM CAP NOT LEGIBLE DOWN 0.1 FT (N)
134
394574.53
3301010.60
5/8
INCH IRON ROD WITH YELLOW PLASTIC CAP NOT LEGIBLE, DOWN 0.3
FT (DD)
135
394289-86
3300703.00
5/8
INCH IRON ROD, DOWN 0.1 FT (CC)
136
394248.46
3300658.13
5/8
INCH IRON ROD WITH YELLOW PLASTIC CAP NOT LEGIBLE, DOWN 0.3
FT (CC)
137
394204.23
3300611.02
5/8
INCH IRON ROD BENT, TIED P.O.E, NORTHWEST, FLUSH (CC)
138
394049.12
3300483.27
5/8
INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED PLS 1938, UP
0.8 FT (CC)
139
394154.85
3300565.02
5/8
INCH IRON ROD WITH YELLOW PLASTIC CAP NOT LEGIBLE, UP 1.5 FT (CC)
154
394542.96
3300977.00
5/8
INCH YELLOW PLASTIC CAP MARKED TERRASCOPE, UP 0.3 FT (DD)
155
394437.63
3300871.06
1 /2
IRON ROD BENT, TIED P.O.E, NORTHEAST, UP 2.2 FT (UNKNOWN)
156
394400.36
3300868.03
1 /2
INCH IRON ROD BENT, TIED P.O.E, NORTHEAST, UP 1.3 FT (CC)
157
393960.74
3300429.97
5/8
INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED PLS 1938, UP
FLUSH (CC)
158
393981.75
3300438.10
NAIL
IN BLAZED TREE, UP 2.1 FT ON NORTH SIDE OF TREE (N)
160
394470.10
3300721.54
5/8
INCH IRON ROD BENT, TIED P.O.E, WITH DETERIORATED CAP (WW)
161
394521-81
3300939.16
5/8
INCH IRON ROD BENT, TIED P.O.E, WITH DETERIORATED CAP (DD)
162
394514.48
3300946.01
5/8
INCH IRON ROD BENT, TIED P.O.E, WITH DETERIORATED CAP (CC)
228
394431.98 1
3300797.341
2 INCH ALUMINUM CAP NOT LEGIBLE, DOWN 0.3 FT (Q)
SHEET 8 OF 8
y
N
2252601 _ROS ButlerWells.dw
CS2�4r�-