HomeMy WebLinkAboutSurvey 21027CONTROL., RECOVERY AND RETRACEMENT MAP
LOCATED IN THE SOUTHWEST ONE -QUARTER OF SECTION 17, THE SOUTHEAST ONE -QUARTER OF SECTION 18, THE NORTHEAST ONE -QUARTER OF SECTION 19,
AND THE NORTHWEST ONE -QUARTER OF SECTION 20, TOWNSHIP 17 SOUTH, RANGE 13 EAST, W.M., DESCHUTES COUNTY, OREGON
SURVEYED: DUNE -DULY, 2022
NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO RETRACE THE RIGHTS OF WAY OF DESCHUTES COUNTY ROADWAYS THAT EXIST AT THE INTERSECTION
OF BUTLER MARKET ROAD AND THE POWELL BUTTE HIGHWAY, ESTABLISH CENTERLINE ALIGNMENTS FOR EACH ROAD, RECOVER
MONUMENTATION FROM PREVIOUS SURVEYS IN ANTICIPATION OF FUTURE IMPROVEMENTS OF THE ROADWAYS FOR DESCHUTES
COUNTY AND ESTABLISH A PERMANENT CONTROL NETWORK. THE LIMITS OF THIS PROJECT EXTEND APPROXIMATELY 700 FEET IN EACH
DIRECTION FROM THE INTERSECTIONS OF SAID ROADWAYS. THE ONLY MONUMENTATION THAT WAS SET FOR THIS SURVEY IS FOR THE
CONTROL NETWORK.
NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF THE RECOVERED MONUMENTATION SHOWN HEREIN RELATIVE TO RECORD
PROPERTY LINES, OTHER THAN THE LOCATION AT WHICH THEY WERE FOUND RELATIVE TO THE CENTERLINES AS SHOWN HEREIN.
BASIS OF BEARINGS
BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM (COCS), AS MEASURED ALONG THE EAST LINE OF
THE SOUTHEAST ONE -QUARTER OF SECTION 18 BETWEEN POINTS #201 AND #300 BEING NORTH 00000'35" WEST 2640.61 FEET.
RIGHT OF WAY RETRACEMENTS
THERE ARE THREE ROADWAYS THAT CURRENTLY EXIST AT THE INTERSECTION SHOWN AND RESOLVED ON THIS SURVEY: BUTLER MARKET
ROAD NO. 5 (WEST OF THE INTERSECTION), POWELL BUTTE HIGHWAY (NORTH OF INTERSECTION) AND BEND-PRINEVILLE MARKET ROAD
NO. 14 (TO THE SOUTH). BUTLER MARKET ROAD ALSO HAS TWO EXISTING SPUR ALIGNMENTS THAT EMANATE FROM ITS EASTERLY END
NEAR THE INTERSECTION OF THE OTHER ROADWAYS. GOULD'S ORIGINAL CURVE DATA WAS PRESENTED IN CHORD DEFINITION. OUR
RECORD CURVE DATA SHOWN IN THIS SURVEY WAS CALCULATED FROM THIS DATA.
BUTLER MARKET ROAD NO. 5
BUTLER MARKET ROAD NO. 5 WAS ESTABLISHED ON FEBRUARY 4, 1927 IN COMMISSIONERS' JOURNAL 20 155. THE RESOLUTION
RECORDED IN COMMISSIONERS' JOURNAL 20 136 STATES THE ROADWAY AS BEING 60 FEET IN WIDTH. PRIOR TO THE EXISTENCE OF
BUTLER MARKET ROAD NO. 5 THE WG WAUGH ROAD EXISTED IN CLOSE PROXIMITY TO THE CURRENT ALIGNMENT.
THE ESTABLISHMENT OF BUTLER MARKET ROAD NO.5 VACATED "CERTAIN PARTS OF THE BEND-PRINEVILLE ROAD WHICH IS SUPERSEDED
BY THE PROPOSED BUTLER MARKET ROAD". THE ESTABLISHMENT VACATED THE PORTION OF THE WG WAUGH ROAD LYING WESTERLY OF
THE NE CORNER OF SECTION 19. ANOTHER PORTION OF THE WG WAUGH ROAD WAS VACATED IN COMMISSIONERS' JOURNAL 50 437.
THIS VACATION DESCRIPTION BEGINS AT A POINT ON THE EAST LINE OF THE "POWELL BUTTE SECONDARY HIGHWAY" THAT LIES
"APPROXIMATELY 40 FEET EAST OF THE SE CORNER OF SECTION 17", AS WELL AS THAT PORTION LYING WITHIN THE BOUNDARIES OF THE
BEND MUNICIPAL AIRPORT. THE DESCRIPTION CONTINUES EAST "ONE HALF MILE" TO A POINT ON THE EASTERLY BOUNDARY OF THE
AIRPORT PROPERTY. THIS CONFIRMS THE TRANSPOSITION ERROR CALLING OUT THE "SE" CORNER OF SECTION 17, INSTEAD OF THE
CORRECT "SW" CORNER OF SECTION 17, AS THE POINT OF "BEGINNING" OF THE DESCRIPTION. THERE MAY STILL BE A PORTION OF THE
WG WAUGH ROAD WITHIN THE RIGHT OF WAY OF THE CURRENT ROADWAYS AND OUTSIDE OF THE BOUNDARIES OF THE BEND
MUNICIPAL AIRPORT. NO ATTEMPT WAS MADE TO RESOLVE THE WG WAUGH ROAD IN THIS SURVEY.
THE RESOLUTION IN COMMISSIONERS' JOURNAL 20 136 STATES THE BUTLER MARKET ROAD NO. 5 TO TERMINATE AT THE NORTHEAST
CORNER OF SECTION 19. THE ROADWAY HAS TWO SEPARATE ALIGNMENTS THAT EMANATE FROM ITS EASTERLY PORTION. THE MAIN
ALIGNMENT MAINTAINS THE PRIMARY STATIONING AND CURVES NORTHEASTERLY. THE SOUTH SPUR ALIGNMENT, WITH INDEPENDENT
STATIONING, CONTINUES ON A PROJECTED TANGENT AND THEN CURVES SOUTH AND "CONNECTS WITH ROAD SOUTH PAST THE GRANGE
HALL ON CENTERLINE OF 40' LANE" (PER FIELD BOOK 0440, PAGE 13, DESCHUTES ROAD DEPARTMENT).
A FIELD SURVEY OF THIS ROADWAY WAS COMPLETED IN 1926 (FIELD BOOK 0440) AND A MAP BY ROBERT M. GOULD WAS ALSO
COMPLETED IN 1926 (RD 01457). BOTH OF THESE WERE USED FOR MY RESOLUTION AND ARE ON FILE AT THE DESCHUTES COUNTY ROAD
DEPARTMENT. NO RECORD MONUMENTATION FROM THE ORIGINAL SURVEY WAS FOUND DURING THIS SURVEY FOR THE AREA OF THIS
PROJECT. THE COUNTY COMMISSIONERS ACCEPTED THE RESOLUTIONS OF THE ROADWAY WITHIN THIS PROJECT DEPICTED IN CS06102
(PLAT OF BUTLER), CS03151 (MP 84-17) AND CS06433 (CLASSIC ESTATES). I USED THESE SURVEYS TO ESTABLISH THE WESTERLY PORTION
OF THE ROADWAY CENTERLINE WITHIN THE PROJECT LIMITS OF THIS SURVEY.
IT IS CLEAR TO ME THAT ROBERT B. GOULD'S INTENT WAS TO HAVE BUTLER MARKET ROAD NO. 5 AND THE BEND-PRINEVILLE MARKET
ROAD NO. 14 (SEE BELOW) BE GEOMETRICALLY ALIGNED. I HELD THE CALCULATED RADII AND ADJUSTED THE DELTAS OF SOME OF THE
CURVES IN ORDER FOR THIS TO OCCUR.
THE WESTERLY PORTION OF THE BUTLER MARKET ROAD NO. 5 CENTERLINE AS SHOWN ON THIS SURVEY WAS HELD TO THE AVERAGE
PERPENDICULAR DISTANCE CALLS FROM THE ROADWAY CENTERLINE TO THE NORTH ONE -QUARTER CORNER OF SECTION 19, AS
CALCULATED FROM CS06102 (PLAT OF BUTLER) AND STATED IN CS03151 (MP 84-17). THIS ALSO AGREED WITH THE DATA IN CS06433
(CLASSIC ESTATES). THE EASTERLY PORTION OF THIS ROADWAY WAS HELD BY PROJECTING THE TANGENT AT PC STATION 292+94.2 TO
THE NORTHEAST CORNER OF SECTION 19 AS CALLED OUT IN COMMISSIONERS' JOURNAL 20 136.
1 HELD BOTH RADII OF THE SOUTH SPUR AND THE CURVE OF THE MAIN ALIGNMENT THAT HEADS NORTHEAST PER SAID RD 01457. THE PI
OF THE NORTH CURVE IS ALSO THE PC OF THE SOUTH SPUR(1+38.09 "A" - SOUTH). THE CALL IN FIELD BOOK 0440 OF THE NORTHEASTERLY
MAIN ALIGNMENT OF BUTLER MARKET ROAD NO. 5 ENDING AT THE CENTERLINE OF THE "PRINEVILLE ROAD" (SHOWN ON SAID RD 01457
AS THE C.H. MILLER COUNTY ROAD). NO ATTEMPT WAS MADE TO RESOLVE THE C.H. MILLER COUNTY ROAD IN THIS SURVEY. I HELD THE
EXTENSION OF THE END OF THE NORTHEASTERLY MAIN ALIGNMENT OF BUTLER MARKET ROAD NO. 5 TO BE TANGENT TO AND
COINCIDENT WITH THE BEND-PRINEVILLE MARKET ROAD NO. 14 (SEE BELOW).
FIELD BOOK 0440 MAKES THE CALL THAT THE SOUTH SPUR "CONNECTS" TO THE "ROAD SOUTH ON CENTERLINE OF 40' LANE". THE
BEND-PRINEVILLE MARKET ROAD NO. 14 (SEE BELOW) WAS ESTABLISHED TWO YEARS LATER, IT STANDS TO REASON THAT GOULD KNEW
THE "LANE" HE WAS REFERRING TO WAS THE FUTURE BEND-PRINEVILLE MARKET ROAD NO. 14. THE SOUTH SPUR PI WAS HELD TO THE NE
SECTION CORNER OF SECTION 19 PER SAID FIELD BOOK 0590, PAGE 7.1 HELD THE CALL IN FIELD BOOK 0440 TO "CONNECT" TO THE ROAD
SOUTH. THIS WAS ACCOMPLISHED BY ENDING THE CURVE OF THE SOUTH SPUR AT THE THE EXTENSION OF THE TANGENT PORTION THAT
EXTENDS NORTH FROM PC STATION 110+09.6 OF THE BEND-PRINEVILLE MARKET ROAD NO. 14 (SEE BELOW). THIS CREATED A 10.44 FOOT
TANGENT FROM THE SOUTH END OF THE SOUTH SPUR CURVE TO PC STATION 110+09.6 OF THE BEND-PRINEVILLE MARKET ROAD NO. 14.
1 OFFSET THE ABOVE TWO CENTERLINES 30.00 FEET ON EITHER SIDE OF THEIR RESPECTIVE CENTERLINES TO ESTABLISH THE 60.00 FOOT
RIGHT OF WAY IN THE AREA OF THIS SURVEY.
BEND-PRINEVILLE MARKET ROAD NO. 14
THE BEND-PRINEVILLE MARKET ROAD NO. 14 WAS ESTABLISHED ON FEBRUARY 14, 1929 IN COMMISSIONERS' JOURNAL 20359-360 AND
A MAP WAS CREATED BY ROBERT B. GOULD (RD01456, DESCHUTES ROAD DEPARTMENT) AND ACCEPTED BY THE COMMISSIONERS ON
DECEMBER 31, 1928. SAID MAP WAS COMPLETED WITH FIELD BOOK 0590, DESCHUTES ROAD DEPARTMENT. I HELD SAID MAP AND FIELD
BOOK FOR MY RESOLUTION OF THIS ROADWAY.
THIS SOUTHERLY PORTION OF THE ROADWAY CENTERLINE WAS HELD TO THE CALLS IN SAID RD01456 AND FIELD BOOK 0590 OF THE
CENTERLINE OF THE ROADWAY BEING 29.0' WESTERLY (AS MEASURED AT RIGHT ANGLES) FROM THE ONE -QUARTER CORNER COMMON
TO SECTIONS 29 & 30 AT CENTERLINE STATION 31+94.2.
1 HELD THE NORTHERLY PORTION OF THE ROADWAY CENTERLINE TO THE CALL OF THE NE CORNER OF SECTION 19 BEING 117.2' FROM A
NORTHERLY TANGENT PROJECTION OF PC STATION 110+09.6. THIS RESULTED IN SLIDING THE ENTIRE ALIGNMENT SOUTH 0.22' AT
STATION 31+94.2. PC STATION 110+09.6 LIES EAST OF THE SECTION LINE COMMON TO SECTIONS 19 & 20 BY 0.09'.
1 USED RECORD DATA TO CALCULATE CURVE FROM STATION 110+09.6 TO A POINT THAT IS LABELED IN THE FIELD BOOKS AS "END OF LINE
= 295+83.6 BUTLER MKT. ROAD". I THEN ADJUSTED THE DELTA TO HAVE THE END BE GEOMETRICALLY ALIGNED WITH THE NORTH SPUR
OF BUTLER MARKET ROAD NO. S.
I OFFSET THIS CENTERLINE 30.00 FEET EAST AND WEST TO ESTABLISH THIS 60.00 FOOT RIGHT OF WAY WITHIN THE AREA OF THIS SURVEY.
NARRATIVE (CONTINUED):
POWELL BUTTE HIGHWAY
THE CENTERLINE OF THE POWELL BUTTE HIGHWAY WAS ESTABLISHED BY THE STATE HIGHWAY COMMISSION RESOLUTION IDENTIFIED AS
"ABANDONMENT AND RETENTION NO. 248" (A&R 248). THIS RESOLUTION WAS ADOPTED BY THE HIGHWAY COMMISSION ON FEBRUARY
19, 1952. A&R 248 RELOCATED THE ALIGNMENT OF THE "POWELL BUTTE SECONDARY HIGHWAY NO. 371" AND ABANDONED IT'S
PREVIOUS LOCATION THAT HEADED NORTHEASTERLY ACROSS THE CURRENT AIRPORT PROPERTY FROM THE SECTION CORNER COMMON
TO SECTIONS 17, 18, 19 & 20 AND ESTABLISHED IT IN IT'S CURRENT LOCATION.
THE CURRENT AND ABANDONED ALIGNMENTS ARE DEPICTED ON THE OREGON DEPARTMENT OF TRANSPORTATION (ODOT) MAP TITLED
BEND AIRPORT SECTION, POWELL BUTTE HIGHWAY, DRG. NO. 613-32-1, DATED MARCH 1949. THE TOTAL RIGHT OF WAY (ROW) WIDTH
FOR THE PORTION OF THE ROADWAY WITHIN THE LIMITS OF THIS PROJECT IS SHOWN ON THE MAP TO BE 40 FEET ON EITHER SIDE OF
CENTERLINE.
PER SAID DRG. NO. 613-32-1, THE PORTION OF THIS ROADWAY CENTERLINE THAT FALLS WITHIN THE LIMITS OF THIS SURVEY WAS HELD TO
THE SECTION CORNER COMMON TO SECTIONS 17, 18, 19 & 20. IT THEN FOLLOWS THE SECTION LINE COMMON TO SECTION 17 & 18
NORTH TO A POINT OF SPIRAL THAT IS OUTSIDE OF THE LIMITS OF THIS PROJECT AND WAS NOT ESTABLISHED OR SEARCHED FOR IN THIS
SURVEY.
I OFFSET THIS CENTERLINE 40.00 FEET EAST AND WEST TO ESTABLISH THE 80.00 FOOT RIGHT OF WAY WITHIN THE AREA OF THIS SURVEY.
22370 BUTLER MARKET ROAD
TAX LOT 171318D000500
DOCUMENT NUMBER 2018-01199
18
L64
Ln
G(0
22360 BUTLER MARKET ROAD0010
G60
TAX LOT 171318D000400 `''p
/�� 0,
M BUTLER MARKET ROAD NO. 5 M cs4 L60
m CENTERLINE BUTLER MARKET ROAD NO.5 - N89'48'10"E o 2
N89.57-E (1)
C6
Css
22339 BUTLER MARKET ROAD
TAX LOT 1713190000103
REFERENCE SURVEYS LEGEND:
###.##'
- MEASURED DISTANCE
(###.##')(#)
- RECORD DISTANCE PER REFERENCE NUMBER (BELOW)
###.##'(&#)
- MEASURED AND RECORD DISTANCE PER REF. NO. (BELOW)
(1)
- RECORD INFORMATION PER RD 01457 AND FB0440,
DESCHUTES ROAD DEPARTMENT.
(2)
- RECORD INFORMATION PER RD 01456 AND FB0590,
DESCHUTES ROAD DEPARTMENT.
(3)
- RECORD INFORMATION PER CS06102 (BUTLER PLAT NO.633)
(4)
- RECORD INFORMATION PER CS03151 (MINOR
PARTITION M.P. 84-17)
(5)
- RECORD INFORMATION PER CS06433 (PLAT NO. 303
CLASSIC ESTATES)
(6)
- RECORD INFORMATION PER CS03105
(7)
- RECORD INFORMATION PER CS03119
(8)
- RECORD INFORMATION PER OCRR - RDCC 119
LEGEND:
C# - CURVE IDENTIFIER, SEE TABLE.
L# - LINE SEGMENT IDENTIFIER, SEE TABLE.
• - RECOVERED SURVEY MONUMENT - HELD IF
NOTED IN TABLE.
### - RECOVERED SURVEY MONUMENT POINT
IDENTIFIER, SEE TABLE FOR DESCRIPTION.
- SET HHPR CONTROL POINT AS NOTED IN
TABLE.
- - • - - • ............ • . DIMENSIONING LINE
SECTION LINE
RESOLVED CENTERLINE OF ROAD
ABBREVIATIONS:
DETAIL "A"
ill =30'
G�3 �
Ln
40.00'
CS
4
N�2 o48,S,��LV
- 201
COGRID
= DESCHUTES COUNTY GRID POINT
CS
= DESCHUTES COUNTY SURVEY RECORDS
OCRR
= OREGON CORNER RESTORATION RECORD
BP
= BEGINNING POINT OF ALIGNMENT
EP
= END POINT OF ALIGNMENT
SHEET INDEX
SHEET
DESCRIPTION
1
SHEET INDEX, NARRATIVE, LEGEND, REFERENCE SURVEYS, PROJECTAREA
2
OVERALL ALIGNMENTS, FOUND MONUMENTS, CURVE AND LINE TABLES
3
PROJECT CONTROL MAP
4
DETAIL OF BUTLER MARKET ROAD NO. 5 - SOUTH SPUR
19
63155 POWELL BUTTE HIGHWAY
TAX LOT 1713190000102
DETAIL 1
1
13
1
1 DOCUMENT NUMBER2021-68988
1" = 60'
0 50 100 200
SCALE: 1" = 100'
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
NOVEMBER 08, 2010
JOHN TAYLOR HAGLUND
55022
RENEWS: 6-30-2023
40' I 40'
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216 20
63144 POWELL BUTTE HIGHWAY
TAX LOT 1713200000300
DOCUMENT NUMBER
1942-6100521
302
63066 POWELL BUTTE HIGHWAY
TAX LOT 1713200000200
DOCUMENT NUMBER
1942-6100521
Harper
HP Houf Peterson
Righelfis Inc.
E N G I N E E R S• P L A N N E R S
LANDSCAPE ARCHITECTS • SURVEYORS
250 NW Franklin Avenue, Suite 404, Bend, OR 97703
phone:541.318.1161 www.hhpr.com fax:541.318.1141
CWE-01 1/30/2023 1TH/CLG SHEET 1 OF 4
DESCHUTES COUNTY SURVEYOR
CS 2 10 2 7- cs !JG/?,,, 3 • Go l l� �'4S
FEED �' _ BY
CONTROL, RECOVERY AND RETRACEMENT MAP
LOCATED IN THE SOUTHWEST ONE -QUARTER OF SECTION 17, THE SOUTHEAST ONE -QUARTER OF SECTION 18, THE NORTHEAST ONE -QUARTER OF SECTION 19,
AND THE NORTHWEST ONE -QUARTER OF SECTION 20, TOWNSHIP 17 SOUTH, RANGE 13 EAST, W.M., DESCHUTES COUNTY, OREGON
SURVEYED: DUNE -DULY, 2022
'Li eFti
.,B„ q
EP: 114+92.12
N:399415.12
E:3321157.65 j ����� e
EXTENSION OF ALIGNMENT "A" -MAIN T eJ 14 O
IS TANGENT AND COINCIDENT WITH "A" - SOUTH N
C56 OF ALIGNMENT "B" "A" - MAIN "C"
EP: 296+69.11 o BP: 1+22.64 PT: 3+05.69
N:399284.82 CS6 N:399085.39 N:398978.57 „B„
E:3321053.85 ti E:3321001.45 E:3321001.St: PC:110+09.60 302
lss, 216 N:398968.14 BEND-PRINEVILLE MARKET ROAD NO. 14 (ALIGNMENT "Bit)
BASIS OF BEARINGS E:3321001.51 •
0 0 0 201 0 0 0 0 0 0
o N00°00'35"W 2640.61' o _o _ o L53 0 0 0 0 0
- (N00°31'12"E 2640.73')(6) m N L61 -- � 00 Ni_m N 0 0
300 N00°01'18"E 2640.98' 7 65 0 0 00 00 C59 00 L52 � C58 0 o0 0
( )() 29 "A" - SOUTH �' r' to L7,ca"."'
0
EAST 1/4 OF POWELL BUTTE HIGHWAY I p /(,�`' EP: 3+16.13 0 W rn oO1 zz 0000• n° 0o rn C57 � 0
00
SECTION 18 o p N:398968.14 0 oo "' 0 06 N di is °1 "' o `r �' `^
(ALIGNMENT"C") _ 0 mC000 m00oo rmrn �"'ia
A MAIN �, E:3321001.51 N�-+�-, moo,-, +oo +ern �m�
PT: 295+51.81 �O _ - 00 m `" _ °° m "� - 0 °' "' _ 4n 00
d ao
N:399193.07 SEE DETAIL OF A SOUTH m � �''? a0 C� �"? ao F- in cn m Cn +n � 1°
CENTERLINE OF ROADWAY IN �. = a z W = a z w = a z W °° v m _ + in °'
E:3320980.77 SHEET 4 - a z u; m No
PROJECT AREA IS ON THE = - in
SECTION LINE. "A" - SOUTH °° a z w
0 PC:1+38.09
ti9 N :399085.02
00 E:3320894.63
lit i
0 50 100 200
SCALE: 1" = 100'
LINE TABLE
LINE
BEARING
DISTANCE
L50
N00004'13"E
2359.90'
L50(2)
N00008'E
2359.9'
L51
N05006'13"E
148.60'
L51(2)
N05°10"'E
148.6'
L52
N00°06'13"E
2050.70'
L52(2)
N00010'E
2050.7'
L53
N00001'47"W
2779.50'
L53(2)
N00°02'E
2779.5'
L54
N00000'35"W
32.45'
L55
N38032'28"E
117.30'
L55(1)
N38037E
117.3'
L56
N51027'20"W
4.73'
L57
N51°27'31"W
60.00'
L60
S89048'10"W
106.81'
L61
S00001'47"E
117.25'
L61(2)
N00002'E
117.2'
L65
S00001'47"E
10.44'
1-&4 &13V;z ` ' 9' &F•tez.
293 00
"A" -MAIN
PC: 292+94.20 "A" -SOUTH
N:399084.54 BP: 0+00.00
E:3320756.54 N:399084.54
E:3320756.54
292
00
I
283
00
^
Q
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t-
(�
w
00
ai
1°
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co
N inz
00z
W 00
J
W
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in N
00
0
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00W
Z h m
00
z
Z
o
z00
00z
J
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(I
O
H
W
U
z
Y
W
N V
Q
"A" - MAIN
BP:280+00.00
W
N:399080.09
E:3319462.35
m
. I
I
I
203
NORTH 1/4 OF 7.88' (7.89' CALCULATED)(3)
SECTION 19 (7.87')(4)
II
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
LONG CHORD
C50
746.78'
12°53'23"
168.00'
S32005'47"W, 167.65'
C51
686.78'
38034'15"
462.33'
N19015'21"E, 453.65'
C53
317.94'
6013'05"
34.50'
S52°45'02"W, 34.50'
C54
136.50'
12031'58"
29.86'
S67°08'19"E, 29.80'
C55
76.50'
90010'03"
120.39'
545°06'48"E, 108.35'
C56
716.78'
38°34'15"
482.53'
N19-15'21"E, 473.47'
C56(1) *
716.78'
38035'
482.3'
C57
2864.93'
5002'00"
251.68'
N02035'13"E, 251.60'
C57(2)*
2864.93'
5002'
251.7'
C58
1432.69'
5°00'00"
125.03'
N02036'13"E, 124.99'
C58(2) *
1432.69'
5000'
125.0'
C59
42971.84'
0008'00"
100.00'
N00002'13"E, 100.00'
C59(2) *
42971.84'
0008'
100.0'
C60
287.94'
51015'42"
257.61'
N64010'19"E, 249.11'
C60(1) *
287.94'
51020'
256.7'
C61
106.50'
90010'03"
167.60'
545006'48"E, 150.83'
C61(1) *
106.50'
90006'
167.9'
C62
257.94'
51015'42"
230.77'
N64010'19"E, 223.15'
* RADIUS IS CALCULATED
rGN 31 ES Coati
k. T17S >'
O R13E
18117
19120
1988 -4,
LS 804 �G
�FYORS OFF
,` 1/4 F
S18! S17
i
1978
`111S 1 0 ro
201 300
3" ALUMINUM CAP IN 2-1/2" BRASS CAP
MONUMENT BOX
01YO
CI E S OBEND
AIRPORT
1978 Al
OAT �Jk.
\OL
302
3" BRASS DISC
EAST 1/4 OF
SECTION 30
N89055'47"W 303
29.00' (&2) �•
0 0
inm L50
o" o
00
�Mko
kmg
+`^
r,�o
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00am
mzw
I E S C,O
N
O� T17S R13E
1/4
30129
1
J, 1991
G LS 1081
) ORS OFF
303
3-1/4" ALUMINUM CAP
FOUND MONUMENT TABLE
POINT
NORTHING
EASTING
DESCRIPTION _T
ORIGIN
FSTATION
I OFFSET
BUTLER MARKET ROAD NO. 5 (ALIGNMENT "A" -MAIN)
203
399084.18
3318361.58
5/8" IRON ROD - HELD
CS06102
BEYOND STATIONING
BEND - PRINEVILLE MARKET ROAD NO. 14 (ALIGNMENT "Bit)
202
399218.83
3320999.79
AXLE- BADLY DISTURBED- DOWN 2' - NOT HELD
RD015476
112+50.27
44.07L
216
398983.68
3321038.05
NAIL W/ 1-1/2" WASHER 2.7' UP ON NE SIDE
OF 32" JUNIPER
RDCC 119
110+25.95
36.3811
302
398752.66
3321023.10
3" BRASS DISC IN CONCRETE - DISTURBED
COGRID POINT
107+94.11
21.4911
303
391154.02
3320995.01
3-1/4" ALUMINUM CAP - HELD
OCRR 1067
31+94.41
29.0011
POWELL BUTTE HIGHWAY (ALIGNMENT licit)
201
399085.39
3321001.45
3" ALUMINUM CAP IN MONUMENT BOX - HELD
OCRR 0764
1+22.64
1 0.0011
300
401726.00
3321001.00
2-1/2" BRASS CAP - HELD
CS03119
BEYOND STATIONING
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
NOVEMBER 08, 2010
JOHN TAYLOR HAGLUND
55022
RENEWS: 6-30-2023
. ..... - - ----- - ----- i
E?ESCHUTES COUNTY SURVEYOR
�{L,�p oz 6 w s BY: c�o lti-/7 s
Harper
P Houf Peterson
Righellis Inc.
EN GIN E E R S •PLAN NERS
LANDSCAPE ARCHITECTS • SURVEYORS
250 NW Franklin Avenue, Suite 404, Bend, OR 97703
phone:541.318.1161 www.hhpr.com fax:541.318.1141
CS 2102760
CWE-01 1/30/2023 JTH/CLG SHEET 2 OF 4
3160 POWELL BUTTE HIGHWAY
TAX LOT 171317C000100
DOCUMENT NUMBER
1951-9900230
1144 POWELL BUTTE HIGHWAY
TAX LOT 1713200000300
DOCUMENT NUMBER
1942-6100521
1066 POWELL BUTTE HIGHWAY
TAX LOT1713200000200
DOCUMENT NUMBER
1942-6100521
CONTROL, RECOVERY AND RETRACEMENT MAP
LOCATED IN THE SOUTHWEST ONE -QUARTER OF SECTION 17, THE SOUTHEAST
ONE -QUARTER OF SECTION 18, THE NORTHEAST ONE -QUARTER OF SECTION 19,
AND THE NORTHWEST ONE -QUARTER OF SECTION 20, TOWNSHIP 17 SOUTH,
RANGE 13 EAST, W.M., DESCHUTES COUNTY, OREGON
SURVEYED: JUNE - JULY, 2022
HHPR CONTROL POINT TABLE
POINT
NORTHING
EASTING
DESCRIPTION
STATION
I OFFSET
BUTLER MARKET ROAD NO.5
3
399058.366
3319069.918
1/2" IRON ROD WITH RED PLASTIC CAP INSCRIBED "HHPR CONTROL"
BEYOND STATIONING
10
399097.705
3319671.694
1/2" IRON ROD WITH RED PLASTIC CAP INSCRIBED "HHPR CONTROL"
282+09.40
16.90L
POWELL BUTTE HIGHWAY
5
399894.333
3320966.722
1/2" IRON ROD WITH RED PLASTIC CAP INSCRIBED "HHPR CONTROL"
9+31.59
34.59L
6
400735.187
3320974.114
1/2" IRON ROD WITH RED PLASTIC CAP INSCRIBED "HHPR CONTROL"
17+72.45
27.05L
BEND-PRINEVILLE MARKET ROAD NO.14
4
399065.615
3321020.603
1/2" IRON ROD WITH RED PLASTIC CAP INSCRIBED "HHPR CONTROL"
111+09.09
12.3711
7
398314.653
3321024.533
1/2" IRON ROD WITH RED PLASTIC CAP INSCRIBED "HHPR CONTROL"
103+56.10
22.69R
8
397771.860
3321022.009
1/2" IRON ROD WITH RED PLASTIC CAP INSCRIBED "HHPR CONTROL"
98+13.31
19.8911
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
NOVEMBER 08, 2010
JOHN TAYLOR HAGLUND
55022
RENEWS: 6-30-2023
.. ._.r., n.r
0?.14x/`_.g4.
Harper
Houf Peterson
Righelfis Inc.
E N G I N E E R S• P L A N N E R S
LANDSCAPE ARCHITECTS • SURVEYORS
250 NW Franklin Avenue, Suite 404, Bend, OR 97703
phone:541.318.1161 www.hhpr.com fax:541.318.1141
CS 2 1027-
CWE-01 1/30/2023 JTH/CLG SHEET 3 OF 4
CONTROL, RECOVERY AND RETRACEMENT MAP
LOCATED IN THE SOUTHWEST ONE -QUARTER OF SECTION 17, THE SOUTHEAST ONE -QUARTER OF
SECTION 18, THE NORTHEAST ONE -QUARTER OF SECTION 19, AND THE NORTHWEST ONE -QUARTER
OF SECTION 20, TOWNSHIP 17 SOUTH, RANGE 13 EAST, W.M., DESCHUTES COUNTY, OREGON
SURVEYED: JUNE - JULY, 2022
I
THE NORTHEAST CORNER OF SECTION
19 WAS HELD AS THE P.I.OF C61 OF
SECTION LINE ALIGNMENT "A" - SOUTH 201
�.. ............................. ................. ................ rrrr..........T r r..........�.__........... . . . ... . . . ... . . .
L60 PROJECTED TANGENT PORTION OF BUTLER MARKET ROAD NO.5 (ALIGNMENT "A" - SOUTH)
PC 1+38.09
ALIGNMENT "A" -SOUTH
0
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f W Q
_2
. a
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Z 63144 POWELL BUTTE HIGHWAY
m TAX LOT 1713200000300
DOCUMENT NUMBER
1942-6100521
DESCHUTES COUNTY SURVEYOR
0z cc)
HLEDO�_47/_z_ Bit.,
�:. _...� .: r.:.--x:s.�r..= ....�.::.�.i.7: .n. ,....... .. ... . �*# §i _"-�^:�z .r..•�fnat.Kts,*aa..aso-.�4A'z�. �'�r-�3rnW
.I
REGISTERED
PROFESSIONAL
LAND SURVEYOR
PT 3+05.69
ALIGNMENT "A" - SOUTH
ALIGNMENT "A" - SOUTH TERMINATES
AT PC OF ALIGNMENT "B" WHICH LIES
0.09' EAST OF THE SECTION LINE
COMMON TO SECTIONS 19 & 20.
OREGON
NOVEMBER 08, 2010
JOHN TAYLOR HAGLUND
• 216 55022
RENEWS: 6-30-2023
Harper
HP t
Houf Peterson
Righellis Inc.
E N G I N E E R S• P L A N N E R S
LANDSCAPE ARCHITECTS • SURVEYORS
250 NW Franklin Avenue, Suite 404, Bend, OR 97703
phone:541.318.1161 www.hhpr.com fax:541.318.1141
Z3_
C
92 21027-
CWE-01 1/30/2023 1TH/CLG SHEET 4 OF 4