HomeMy WebLinkAboutSurvey 2148440.00' 140.00'
ALIGNMENT "C' _ 30.00'
STA:4+44.97 (D S)
OFF:40.00' L (D1) = m
I i o �,•�
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W Q o
ti I •�
DOCUMENT
NUMBER VARIES I !s6
2018-01199 ti
°y I
1,y �h
S00000'35"E 18 DED 2023-31591
17
ALIGNMENT "A" -MAIN ALIGNMENT "A" - MAIN STA:293+77.71
30.00' STA:289+74.37 OFF:30.00' L (D1)
OFF:30.00' R (D2) 30.00' C62L
N89°57-E (1) N89°50'39"E (10)
CENTERLINE BUTLER MARKET ROAD NO.5 - N89°48'10"E (&9)
29.74'----------------�
102 ---------------------
w
30.00' N) ° j �� L65
CENT0RL0
NERPER 10)0321S2,
0 0 32'S?%� 2g f
( ) s 43, � I
(&°?) 19 I 20
I ,
Ii
DED 2024-03360
10,
'I9% I
I
I
I
I
I
i
I ,
II m
VARIES
PARCEL 1
PP 2023-23
ss I i � 302
�s
O�
PARCEL 2
PP 2023-23
0 50 100 200
SCALE: 1 " = 100'
48.60'
48.60'
ALIGNMENT "B"--
STA:103+38.25
OFF:30.00' L (D2)
40.00' FROM
CENTERLINE PER (10)
40.00' FROM
CENTERLINE PER (10)
98 00
30.00'
7
8
30.00'
30.00'
30.00'
RECORD OF SURVEY
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
30.00' SURVEYED: SEPTEMBER, 2024
LEGEND: NARRATIVE:
C#
- CURVE IDENTIFIER, SEE TABLE.
L#
- LINE SEGMENT IDENTIFIER, SEE TABLE.
O
- SET 5/8" IRON ROD WITH ORANGE PLASTIC
CAP INSCRIBED "HHPR INC"
•
- RECOVERED SURVEY MONUMENT - HELD IF
NOTED IN TABLE.
- MONUMENT DESTROYED BY CONSTRUCTION
(DBC), NOT RESET.
###
- RECOVERED SURVEY MONUMENT POINT
IDENTIFIER, SEE TABLE FOR DESCRIPTION.
- FOUND HHPR CONTROL POINT AS NOTED IN
TABLE.
- HHPR CONTROL POINT AS NOTED IN TABLE.
DESTROYED BY CONSTRUCTION (DBC), NOT
RESET.
• ..................
• • DIMENSIONING LINE
SECTION LINE
----
— RESOLVED CENTERLINE OF ROAD
- - - - - -
- - - - OLD RIGHT-OF-WAY LINE
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
DBC
= DESTROYED BY CONSTRUCTION
DED ####
= DEED OF DEDICATION
ROW
= RIGHT-OF-WAY
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),
BY ROBERT R. POVEY, LS1652, FILED 6/8/1983.
(4)
- RECORD INFORMATION PER CS03151 (MINOR PARTITION
M.P. 84-17), BY EDGER W. GRAVES, LS980, FILED 12/26/1985.
(5)
- RECORD INFORMATION PER CS06433 (PLAT NO. 303 CLASSIC
ESTATES), BY MICHAEL W. TYE, LS 1046, FILED 9/13/1978.
(6)
- RECORD INFORMATION PER CS03105, BY GARY HICKMAN,
LS1678, FILED 2/9/1981.
(7)
- RECORD INFORMATION PER CS03119, MICHAEL W. TYE,
LS1046, FILED 9/15/1978.
(8)
- RECORD INFORMATION PER OCRR - RDCC 119.
(9)
- RECORD INFORMATION PER CS21027, BYJOHN T. HAGLUND,
LS55022, FILED 2/6/2023.
(10)
- RECORD INFORMATION PER CS21204 (PP 2023-23), BY ROBIN
M. TYE, LS65719, FILED 11/21/2023.
(D1)
- RECORD INFORMATION DEED OF DEDICATION DOCUMENT
2023-31591, DESCHUTES COUNTY OFFICIAL RECORDS.
(D2)
- RECORD INFORMATION DEED OF DEDICATION DOCUMENT
2024-03360, DESCHUTES COUNTY OFFICIAL RECORDS.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE RIGHT OF WAY PER DEDICATION
DEEDS REFERENCED HEREIN IN ACCORDANCE WITH ORS 368.106(2) FOR CENTURY WEST
ENGINEERING.
I HELD THE RECORD DATA PER CS21027 ON FILE AT THE DESCHUTES COUNTY SURVEYORS
OFFICE.
BASIS OF BEARINGS
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM
(COCS), DERIVED FROM MULTIPLE AVERAGED OBSERVATIONS UTILIZING THE OREGON
REAL-TIME GNSS NETWORK (ORGN), DESCHUTES 13 TRANSFORMATION, AS MEASURED
ALONG THE EAST LINE OF THE SOUTHEAST ONE -QUARTER OF SECTION 18 BETWEEN POINTS
#100 AND #300, BEING NORTH 00°00'35" WEST 2640.61 FEET.
>aU T ra". is t; w U t" y WE-, ur
'
o 2 7 zooCo
SHEET INDEX
SHEET
DESCRIPTION
1
SHEET INDEX, NARRATIVE, LEGEND, REFERENCE SURVEYS, PROJECT AREA,
DEDICATIONS, AND ROW
2
OVERALL ALIGNMENTS, FOUND MONUMENT TABLES, CURVE AND LINE TABLES
3
PROJECT CONTROL MAP
4
DETAIL OF BUTLER MARKET ROAD NO.5 - SOUTH SPUR
OREGON
NOVEMBER 08, 2010
JOHN TAYLOR HAGLUND
55022
RENEWS: 6-30-2025
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 1/13/2025 JTH/CLG SHEET 1 OF 4
RECORD OF SURVEY
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: SEPTEMBER, 2024
� eFN
"B" q O
EP: 114+92.12
N:399415.12 rq��CFTR �j�F
o �
E:3321157.65
EXTENSION OF ALIGNMENT "A" -MAIN T'e`O 1Q
IS TANGENT AND COINCIDENT WITH /
C56 OF ALIGNMENT "B" "A" - MAIN "C"
300
EAST 1/4 OF
SECTION 18
EP: 296+69.11 0o BP: 1+22.64
N:399284.82 N:399085.39
E:3321053.85 ti CS6 E:3321001.45
y�s.S
BASIS OF BEARINGS
w o N00°00'35"W 2640.61' (&9) _ 0 0
-+V-- Ln (N00°31'12"E 2640.73')(6) m r
(NO0001'18"E 2640.98')(7) 202
POWELL BUTTE HIGHWAY
(ALIGNMENT "C") "A" - MAIN I\C60'\
PT: 295+51.81
CENTERLINE OF ROADWAY 3399193.07
E:3320980.77
WITHIN PROJECT AREA IS ON
THE SECTION LINE.
0 50 100 200
SCALE: I" = 100'
LINE TABLE
LINE
BEARING
DISTANCE
L50 (&9)
N00004'13"E
2359.90'
L50(2)
N00°08'E
2359.9'
L51(&9)
N05006'13"E
148.60'
L51(2)
N05010"'E
148.6'
L52 (&9)
N00006'13"E
2050.70'
L52(2)
N00°1O'E
2050.7'
L53 (&9)
N00001'47"W
2779.50'
L53(2)
NOO°02'E
2779.5'
L55 (&9)
N38032'28"E
117.30'
L55(1)
N38037'E
117.3'
L56 (&9)
N51027'20"W
4.73'
L57 (&9)
N51027'31"W
60.00'
L59
N11041'15"W
92.04'
L60 (&9)
S89048'10"W
106.81'
L61(&9)
S00001'47"E
117.25'
L61(2)
N00°02'E
117.2'
L65 (&9)
S00001'47"E
10.44'
W
0-
DESCHUTES COUN7y SURVEYOR
FILED o t
2 �2 �G �2a2�' Co
o -
I 'A" - SOUTH �)
PT: 3+05.69
N:398978.57 „B„
E:3321001.50 PC: 110+09.60 EAST 1/4 OF
216 • N:398968.14 302 BEND-PRINEVILLE MARKET ROAD NO. 14 (ALIGNMENT "B") SECTION 30
0 100 E:3321001.51 0 0 0 0 0 0 303
0 L53 0 0 0 0 0
L61 rn m N C59 L52 T o o •
t '� '� _ 0 0 00 00 00 C5$ m ~- 0 0 0 0 0
L65 A SOUTH Ln L51 _
00 /�,�ti EP: 3+16.13 0 rn o w 0000 ° 00 0) co C57 � 's �n m_ L50
Ln rn m
0 N:398968.14 0 o6 p o 06 p of r: rn 00 0 m ni " �
E:3321001.51 + 'i _1 + o p + o rn `n `'' 01
0) o r' `-'
��N �� N ��ON 0) O p� 00 Orn ng �00�
SEE DETAIL OF "A" -SOUTH oo � `•n "�' oo v `» `''? oo � `" m' - gym m co N CO � umi �°
t _ aZ�u aZw = aZui ao V m _ Ln +lllp +.gyp
SHEET4 = a-zu; Con?m ���, m"N
m m
.,A.. -SOUTH = n z ui m v m rn oo a m m
dZw = cDzw
0 PC:1+38.09
N:399085.02
E:3320894.63
293 00
"A" -MAIN
PC: 292+94.20 "A" - SOUTH
N:399084.54 BP: 0+00.00
E:3320756.54 l N:399084.54
f E:3320756.54
I
283 00
a
� I H
o6 Z
00 a
w
of 1O w w Z
rn `- - C7
io in I o o)
N 00 . r-+ m
"'mi �L Q
N N I 00 000 ul
Lnw zzo
mm w�Z
Z m z w C)
w zn w LO 0
z 00 VIIz co
LLI
Z U z W
O Y
U
U-1 Q
"A" - MAIN
BP: 280+00.00 w
N :399080.09 1J-
E:3319462.35 co
m
l)
I
I
104
NORTH 1/4 0710
7.88' (&9)
SECTION 19 (7.89' CALCULATE D)(3)
(7.87')(4)
II
�G� 31 ES CE �o6&ti
p�`' T17S R13,�
S18I S17
S19I S20
90744PLS
G,p 2024 �G
1_FY0RS OFF
100
3-1/4" ALUMINUM CAP IN
MONUMENT BOX
REPLACES 201
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
LONG CHORD
C50 (&9)
746.78'
12053'23"
168.00'
S32005'47"W, 167.65'
C51 (&9)
686.78'
38034'15"
462.33'
N19015'21"E, 453.65'
C56 (&9)
716.78'
38034'15"
482.53'
N19015'21"E, 473.47'
C56(1) *
716.78'
38035'
482.3'
C57 (&9)
2864.93'
5002'00"
251.68'
N02035'13"E, 251.60'
C57(2)*
2864.93'
5002'
251.7'
C58 (&9)
1432.69'
5000'00"
125.03'
NO2°36'13"E, 124.99'
C58(2) *
1432.69'
5°00'
125.0'
C59 (&9)
42971.84'
0008'00"
100.00'
N00002'13"E, 100.00'
C59(2) *
42971.84'
0008'
100.0'
C60 (&9)
287.94'
51°15'42"
257.61'
N64010'19"E, 249.11'
C60(1) *
287.94'
51020'
256.7'
C61 (&9)
106.50'
90010'03"
167.60'
S45006'48"E, 150.83'
C61(1) *
106.50'
90006'
167.9'
C62
257.94'
16-37-01"
74.81'
N81°29'40"E, 74.55'
* RADIUS IS CALCULATED
���UT E S CO&y
Off' T17S R13E
1/4 S 18
S 19
2023
SG 90744-PLS G�
YOR S �F
�_,
5 R7�
,` 1/4 F
S18I S17
1978
1 0%
104 300
3-1/4" ALUMINUM CAP IN 2-1/2" BRASS CAP
MONUMENT BOX
REPLACES 203
UT E S CO4ti
BEND
AIRPORT
1978
\0
/ OL 5�
302
3" BRASS DISC
�G�vS E S co
T17S R13E
1/4
30129
1
1991 A,
G,Q LS 1081 G
�FYORS OFF
303
3-1/4" ALUMINUM CAP
FOUND MONUMENT TABLE
POINT
NORTHING
EASTING
F DESCRIPTION
ORIGIN
STATION
OFFSET
STATUS
BUTLER MARKET ROAD NO. 5 (ALIGNMENT "A" -MAIN)
104
399084.18
3318361.58
3-1/4" ALUMINUM CAP IN MONUMENT BOX
- HELD AS REPLACEMENT FOR 203
OCRR 2066
BEYOND STATIONING
FOUND
102
399043.06
3320364.98
5/8" IRON RON WITH YELLOW PLASTIC CAP
INSCRIBED " SCE&S"
PP 2023-23
289+02.49
40.1311
FOUND
BEND - PRINEVILLE MARKET ROAD NO. 14 (ALIGNMENT "B")
202
399218.83
3320999.79
AXLE- BADLY DISTURBED- DOWN 2' - DBC
RD015476
112+50.27
44.07L
DBC
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
FOUND
302
398752.66
3321023.10
3" BRASS DISC IN CONCRETE - DISTURBED
COGRID POINT
107+94.11
21.49R
FOUND
303
391154.02
3320995.01
3-1/4" ALUMINUM CAP - HELD
OCRR 1067
31+94.41
29.00R
FOUND
POWELL BUTTE HIGHWAY (ALIGNMENT "C")
100
399085.39
3321001.45
3-1/4" ALUMINUM CAP IN MONUMENT BOX
- HELD AS REPLACEMENT FOR 201
OCRR 2075
1+22.64
O.00R
FOUND
101
398437.28
3320961.72
5/8" IRON ROD LEANING SOUTH
PP 2023-23
104+78.76
40.06L
FOUND
103
397764.58
3320962.07
5/8" IRON RON WITH YELLOW PLASTIC CAP
INSCRIBED " SCE&S"
PP 2023-23
98+06.06
40.06L
FOUND
201
399085.39
3321001.45
3" ALUMINUM CAP IN MONUMENT BOX - DBC
OCRR 0764
1+22.64
O.00R
DBC
300
401726.00
3321001.00
2-1/2" BRASS CAP - HELD
CS03119
BEYOND STATIONING
FOUND
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
NOVEMBER 08, 2010
JOHN TAYLOR HAGLUND
55022
RENEWS: 6-30-2025
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
CWE-01 1/13/2025 JTH/CLG SHEET 2 OF 4
RECORD OF SURVEY
LOCATED IN THE SOUTHWEST ONE -QUARTER OF SECTION 171 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: SEPTEMBER, 2024
gla-
D220SCHUTES COUNTY SURVEYOR
OZ LZ ZoZS Co l
HHPR CONTROL POINT TABLE
POINT
NORTHING
EASTING
DESCRIPTION
STATION
OFFSET
STATUS
BUTLER MARKET ROAD NO. 5
3
399058.366
3319069.918
1/2" IRON ROD WITH RED PLASTIC CAP INSCRIBED "HHPR CONTROL"
BEYOND STATIONING
FOUND
10
399097.705
3319671.694
1/2" IRON ROD WITH RED PLASTIC CAP INSCRIBED "HHPR CONTROL"
282+09.40
16.90L
FOUND
POWELL BUTTE HIGHWAY
5
399894.333
3320966.722
1/2" IRON ROD WITH RED PLASTIC CAP INSCRIBED "HHPR CONTROL"
9+31.59
34.59L
FOUND
6
400735.187
3320974.114
1/2" IRON ROD WITH RED PLASTIC CAP INSCRIBED "HHPR CONTROL"
17+72.45
27.05L
FOUND
BEND-PRINEVILLE MARKET ROAD NO.14
4
399065.615
3321020.603
1/2" IRON ROD WITH RED PLASTIC CAP INSCRIBED "HHPR CONTROL" - DBC
111+09.09
12.37R
DBC
7
398314.653
3321024.533
1/2" IRON ROD WITH RED PLASTIC CAP INSCRIBED "HHPR CONTROL"
103+56.10
22.69R
FOUND
8
397771.860
3321022.009
1/2" IRON ROD WITH RED PLASTIC CAP INSCRIBED "HHPR CONTROL"
98+13.31
19.89R
FOUND
63160 POWELL BUTTE HIGHWAY
TAX LOT 171317CO00100
DOCUMENT NUMBER
1951-9900230
_
4
---------------------
'�,�
0
63144 POWELL BUTTE HIGHWAY
TAX LOT 1713200000300
Q
DOCUMENT NUMBER
J
II
1942-6100521
Q
II
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PARCEL 1
PP 2023-23
Q
II 0
z
II oc
63066 POWELL BUTTE HIGHWAY
w
m
w
TAX LOT 1713200000200
I
DOCUMENT NUMBER
f <
1942-6100521
II w
II �
II �
II
II w
II Z
II �
II �
II �
II 0
II Z
w
I m
�IA
1
I
7
PARCEL 2
1
1
1
1
PP 2023-23
1
1
1
'
Harper
REGISTERED
PROFESSIONAL
HP
Houf
Peterson
LAND SURVEYOR
I
I
I
Righellis Inc.
1
OREGON
ENGINEERS•PLANNERS
1
1
NOVEMBER 08, 2010
LANDSCAPE ARCHITECTS *SURVEYORS
JOHN TAYLOR HAGLUND
250 NW Franklin Avenue, Suite 404, Bend, OR 97703
8
55022
phone:541.318.1161 www.hhpr.com fax:541.318.1141
RENEWS: 6-30-2025
Em
N
cc
CWE-01 1/13/2025 JTH/CLG SHEET 3 OF 4
RECORD OF SURVEY
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: SEPTEMBER, 2024
I l
THE NORTHEAST CORNER OF SECTION #201 WAS DESTROYED BY CONSTRUCTION
19 WAS HELD AS THE P.I. OF C61 OF 100 AND REPLACED WITH #100
SECTION LINE ALIGNMENT "A" - SOUTH 201
........ -.-.-,-r
.................................. �..........................................................................,--.--.--r........
. . .....
.� L60 - PROJECTED TANGENT PORTION OF BUTLER MARKET ROAD NO.5 (ALIGNMENT "A" - SOUTH)
PC 1+38.09
ALIGNMENT "A" - SOUTH
. co
PT 3+05.69
ALIGNMENT "A" - SOUTH
0 5 10 20
SCALE: 1 " = 10'
z
w
Z ,
cD
J
Q
r-I
0 X 4
z
Q
0
calf
J
J
w
z
LLI CC
z 9-
J Q
Z Z
o m
ULLI
U_
w : 0
N : z
2 r
o
a
Z
w
V N
Z
IF o
o z
c1 Q
"' O
o
a �_ m
w
Q w
Uj
(� w�
z
. a
LUU
m
�I
ALIGNMENT "A" - SOUTH TERMINATES
AT PC OF ALIGNMENT "B" WHICH LIES
0.09' EAST OF THE SECTION LINE
COMMON TO SECTIONS 19 & 20.
63144 POWELL BUTTE HIGHWAY
TAX LOT 1713200000300
DOCUMENT NUMBER
1942-6100521
QEC G{?w feDiiVEVO
FILEDoz 27 Zo2Slf: Col1j;_9S
Q
J
U
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w
co
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
NOVEMBER 08, 2010
JOHN TAYLOR HAGLUND
55022
RENEWS: 6-30-2025
Harper
4 HP t
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
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CWE-01 1/13/2025 JTH/CLG SH E ET 4 A F4