HomeMy WebLinkAboutSurvey 21142NARRAT/VE-
THE PURPOSE OF TH/S SURVEY /S TO RESOLVE CENTERL/NEAND A PORT/ON SW 1/4 SECTION 8 T 18 S Ill 2E
OF THE EX/STING RIGHT-OF-WAY (R/W) OF POWERS RD. FROM BLAKEL Y RD.
TO US HIGHWAY 97 BUS/NESS (THE DALLES-CALIFORNIA HIGHWAY) AT THE SE 1 / 4 SECTION 8 T 18 S Ill 2 E
REQUEST OF ODOT FOR THE PURPOSE OF PUBLIC IMPROVEMENTS. LOCATED
WITHIN SECT/ON 8 TOWNSH/P 18 SOUTH, RANGE 12 EAST WM. BEND OR.
TH/S SURVEY /S ALSO USED TO ESTABL/SH A HORIZON T,4L CONTROL
NETWORK AND RECOVER AND PERPETUATE THE POS/T/ON OF THE EX/STING
MONUMENTSALONG THE ROUTERS REQUIRED BYORS. 209.250(5)(A) AND
209.1 SS(A)(B)
THIS SUR VEY WAS PERFORMED FROM MA Y 20, 2022 THROUGHJANUAR Y 5,
2023 BY PARAMETRIX INC. SUR VEY CREWS. THE SUR VEY EQUIPMENT USED
FOR THI5 PROJECT WA A TRIMBLE GP5 R I2 AND A TRIMBLE ROBOTIC TOTAL
5TATION57.
POWERS ROAD CENTERLINE. -
THE CENTERLINE OF POWERS ROAD WAS CALCULA TED BASED ON HOLDING
MONUMENT 7 003 PER CS 7 9946 (R 7 5) AND CENTERLINE GEOMETR Y BASED
ON CS 72209 (R6). HELD MONUMENT 7 003 AS THE PIVOT POINT AND
ROTA TED TO A POINT 30 FEET TANGENT TO AND SOUTH OF POINT A' BEING
THE CA L CULA TED POSITION OF A FORMER 518" IRON ROD WITH
2'ALUMINUM CAP MARKED "DESCHUTES COUNTYPUBLIC WORKS, LS 2214"
A T THE MOST SOUTHERL Y MONUMENT AS SHOWN ON THE NORTHERL Y
RIGHT -OF -WA Y OF POWERS ROAD, ALSO BEING THE WESTERL Y RIGHT -OF -
WA Y OF HIGHWA Y 97 BUSINESS (SOUTH 3RD STREET) AS SHOWN ON CS
79785 (R 74). SAID POINT A' WAS CALCULA TED BY HOLDING THE RECORD
ANGLEAND DI5TANCEA5SHOWN ON CS 79785 (R74). THE STATIONING FOR
POWERS ROAD WAS CALCULATED BASED ON ODOT MAP IA-22-22 (RI) AND
C514250 (R8).
APPROX. NW 1 /4 SECTION
NORTH - SOUTH RZW OF POWERS ROAD:
THE NORTH AND SOUTH R/W OF POWERS ROAD WAS CALCULATED BY
APPROX. SW 1 /4 SECTION
HOLDING A 30 FOOT OFFSET NORTH AND SOUTH PER CS 72209 (R6) FROM
THE CALCULATED CENTERLINE, EXCEPT WHERE ODOT R/W HAS BEEN
ESTABLISHED AND EXCEPT THE SOUTH R/W OF POWERS ROAD, WEST OF THE
ON -RAMP TO THE SOU THSOUND LANE OF BEND PARKWA Y. ALSO EXCEPT
THE NORTH RI OF POWERS ROAD BETWEEN STA TIONS 32f 80.66 AND
34f45.95 WHERE 25 FOOT R/W WAS HELD PER DEED TO DESCHUTES
Pt
COUNTY RECORDED NOVEMBER 4, 7992 IN BOOK 287 PAGE 7294.
n
CENTERLINE AND RZW OF BEND PARKWA THE CENTERLINEAND R/W OF BEND PARKWA Y WAS CALCULA TED BY
HOLDING THE GEOMETRYPER ODOT MAP IA-22-22 (RI) AND C5 74250
(R8). HEL D MONUMENT 7 0 7 5 PER C5 03824 (R3), BEING POINT 2 7 4 7 ON
ODOT MAP IA-22-22 AND ROTATED GEOMETRY TO THESOUTHWE5T
CORNER OF SECTION 8, MONUMENT 10 7 7 PER 08895 (R 1), POINT NOT
GI VEN A POINT NUMBER ON SAID ODOT MAP. THIS RESOLUTION AGREES
WELL WITH THE 5TA TION AND OFFSET FOR MONUMENT 7595. RECORD
5TA TIONING WA USED FOR THE CENTERLINE
SOUTH R Z W OF POWERS ROAD, WEST OF THE ON -RAMP TO THE
SOUTHBOUND LANE OF BEND PARKWA Y.-
THE SOUTH R/W OF POWERS ROAD, WEST OF THE ON -RAMP TO THE
5OUTHBOUND LANE OF BEND PARKWA Y WAS CALCULA TED AS A 35 FOOT
OFFSET FROM THE PRE VIOUSL Y CALCULA TED CENTERLINE OF POWERS ROAD
PER C5 17356 (R 11).
SURVEY REFERENCES
0
tW
X
O
oC
IZ
a.
a
REFERENCE NUMBER
SURVEY
SURVEYOR
DATE
1
ODOT DRG 1 A-22-22
FEBRUARY, 1998
2
CS 03823
MICHAEL W. TYE
FILED JULY 16, 1980
3
CS 03824 PP 1990-13
MICHAEL W. TYE
FILED MARCH 21, 1992
4
CS 05802 PLAT OF BLAKLEY HEIGHTS
ROBERT B. GOULD
FILED OCTOBER 16, 1922
5
CS 06946 DUNCAN HEIGHTS
MICHAEL W. TYE
FILED MARCH 23, 1979
6
CS 12209
PETER A. MANLEY
FILED MAY 31, 1995
7
CS 13994 MT. BACHELOR PLAZA
BRIAN W. REEVES
FILED APRIL 5, 2000
8
CS 14250
JULES R. WETZEL
FILED NOVEMBER 6, 2000
9
CS 16140 PORTER JAMES
MICHAEL W. TYE
FILED NOVEMBER 1, 2004
10
ICS 17707
PANIEL E. WOBBE
FILED APRIL 30, 2008
11
ICS 17356
iDAVID R. WILLIAMS
FILED JUNE 6, 2007
12
CS 18499
DAVID R. WILLIAMS
FILED MARCH 8, 2013
13
CS 19177
DANIEL T. BURTON
FILED AUGUST 26, 2016
14
CS 19785
PATRICK GAGE COLE
FILED OCTOBER 25, 2018
15
CS 19946
MICHAEL J. BERRY
FILED JUNE 19, 2019
16
CS 08895 PINEBROOK PHASE 1
GEORGE J. COOK
FILED AUGUST 1, 1974
17
CS 11724
TOM BLUST
FILED JANUARY 13, 1994
SHEET LAYOUT DIAGRAM
NOT TO SCALE
SHEET INDEX:
1. NARRATIVE, REFERENCES, SHEET LAYOUT
2. CONTROL NETWORK, BASIS OF BEARING
3. POWERS ROAD WEST
4. POWERS ROAD EAST
REGISTERED
PROFESSIONAL
LAND SURVEYOR
_ i�ir `4 .,. A r M,
DESCHUTES COUNTY SURVEYOR OREGON
• ••: •
FILED o: • / . �.
Para etrix
ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES
700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232
P 503.233.2400
WWW. PARAM ETRIX.CO M
(3 2 1 142---
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BASIS OF COORDINA TES
THE COORDINA TES AND BEARINGS ARE NAD83(207 7) EPOCH 207 0. 00 USING
THE OREGON REAL- TIME CPS NETWORK (ORGN). COORDINA TES ARE
PROJECTED USING THE OREGON COORDINA TE REFERENCE SYSTEM (OCRS)
BEND-REDMOND-PRINEVILLE ZONE, INTERNATIONAL FEET WHERE GRID
COORDINATES CLOSEL Y MA TCH GROUND DISTANCES. THE BASIS OF
BEARINGS IS N89'56'0I "E, 670.97 FEET BETWEEN SET CPS POINTS 3 AND 6.
HORIZONTAL CONTROL
THE CONTROL FOR THIS SURVEY WAS ESTABLISHED BY USING THE OREGON
REAL - TIME CPS NETWORK (ORGN).
SW
1 /4
SECTION
8
T18S
Ill 2E
SE 1
/4
SECTION
8
Tl
8S
Ill 2E
2 3 BASIS OF BEARING N8905607'01 "E 670. 97.1
CONTROL NETWORK SCHEMATIC
NOT TO SCALE
COUNTYDESCHUTES
R LED O$ /Z By.. Cv ids'
III I'M -NIWA� I mmij
NETWORK POINT COORDINATE TABLE
RPC = RED PLASTIC CAP
PT.
N0.
NORTHING
EASTING
DATE SET
DESCRIPTION
1
193912.04
244878.25
5/20/2022
5/8" REBAR WITH RPC "PARAMETRIX CONTROL"
2
193978.00
244732.12
5/20/2022
MAG NAIL
3
193976.42
244889.56
5/20/2022
MAG NAIL
4
193968.90
245705.10
5/20/2022
5/8" REBAR WITH RPC "PARAMETRIX CONTROL"
5
193908.33
245772.24
5/20/2022
MAG NAIL
6
193977.20
245560.53---4
5/20/2022
MAG NAIL
0
LEGEND
SET GPS STATION
LINES OF OBSERVATION
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MARCH 9, 2021
CHRIS ROBINSON
96451
4
5
Para etrix
ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES
700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232
P 503.233.2400
WWW.PARAMETRIX.COM
CS 21142-
RENEWS: 12-31-2024
7
uE'b
TRACT 5
Nj
"-4
BLAKLEW
;0
HEC OHUS
O
p
w
ti ti \
'
4�'
DEED TO DESCHUTES
COUNTY 287
o - 7294-92
O
(165.24 R73)
1
1001 165.29 M 1015,
rK
PARCEL 7
kAj
0
PARCEL 2
SW 1 /4 SECTION 8 T18S Ill 2 E
PDX
0
000 r&-
-00-
\- 00' 'P
Oregon Department of \ \
Transportation
347- 7 7 97--94
Oregon Department of ;
7997-030757
N :i�- z Transportation o A
n L V
365-8-95 LLD)LIE
(7 995-003544) TRACT 4 TRACT 3
H [E � (3 H Ir 3
;Q ov t� i ,---------�
�1
o °° ; Oregon Department of �.
y-Joao '
,-------------
ti o
----------------- (S88°55'15"ERI,RB)___________--
`^ 589 025'7 3 "E i 589 °26'18 "E
Transportation
O .��s. 320- 7397 -93 <P,P w ,�J
k; X�.�o (7993-042324) x�so I'�
,o')
*2\ 3
o \\ ----- --589°25'48'E----!-------------------------------- \ - - --
POWERS RD. Z
1 oo3T"
(S88°5ER6)(3001 R15) ---------....- ---- (589°2723TR77) (S88°553YER6)
Fow�
(S88°55`03"ER6)
- -----------�6X(S89 2754 ;E R 73)-----zs.-�------------------------\-
-
/ \ \--\------1(S88°55'15ERI,RS)------------------- 66- ---
o, o \ \
55,
KVVA
6�-41594 ---------------------------------------------------------------- - - - - -- 10020,41.
goPyll
B20H0666F P00D 073 PpR
% BENp '��
ti ti
.0 W � p i j�:�� \
\
LJ..
17 o = O �� \ <v �,rs'
1017 , x Os W \ \ �J \ \ Q"
SW CORNER SECTION 8 m=O \ \ ,� 4 �(/ \ \ J
2 i" BRASS CAP "T18S '
R1 �E21974 LS 540"
E21
431621.42
1 /6\ \ 4Q S008895 Q s�o
R16
6S
T 18S p KWL
(�- 'Q��oo Q L�E 0 5 9 5
R12E
7 8 , \
TRA CT 29
w
TRACT 28
�X
00
• 00
18 17 , \ o'f'� \\ ' 9L&lwr\\L�W
1674
RECOVERED MONUMENT TABLES
POWERS ROAD
YPC = YELLOW PLASTIC CAP
CS = COUNTY SURVEY
POINT NUMBER
STATION
OFFSET
NORTHING
EASTING
DATE
DESCRIPTION
1000
34+45.95
25.07' LT
193976.18
244440.40
5/20/2022
5/8" REBAR WITH YPC "SCE&S", CS 19177 RI
1001
32+80.66
24.97' LT
193977.76
244275.12
5/20/2022
5/8" REBAR WITH YPC "SCE&S" CS 19177 Rl 3
1002
36+97.78
29.85' RT
193918.79
244691.66
5/20/2022
LEAD AND TACK WITH BRASS WASHER "HWA", UNKNOWN ORIGIN
1003
32+60.70
0.00'
193952.99
244254.90
5/20/2022
2" ALUMINUM DISK FLUSH IN ASPHALT, CS 19946 R1 5
1015
34+45.88
29.95' LT
193981.07
244440.38
1 /5/2023
1 /2" IR DOWN 0.8', CS 03824 R3
1 594
32+90.36
34.00' RT
193918.69
244284.22
6/10/2022
FOUND NAIL FLUSH IN GROUND, UNKNOWN ORIGIN
BEND PARKWAY
POINT NUMBER
STATION
OFFSET
NORTHING JEASTING
DATE
IDESCRIPTION
1595
387+80.01
�224.96' RT
193706.16
244739.27
6/10/2022
5/8" REBAR BENT SW DOWN 0.81, CS 17356 RI 1
Parametrix
ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES
700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232
P 503.233.2400
WWW.PARAMETRIX.COM
!DESCHUTES COUNTY SURVEYG�-
M
O
\
LEGEND \
RECORD DATA AS NOTED
MEASURED DISTANCE
BETWEEN MONUMENTS
FOUND MONUMENT
NOTED IN TABLE
SET G PS STATION
RESOLVED RIGHT-OF-WAY
UNRESOLVED PROPERTY
LINE/ RIGHT-OF-WAY LINE
- - - - - - - - - - - HISTORIC RW/SUBDIVISION
LINES
------ CALCULATED TIE TO
ALIGNMENT/RW
ACCESS CONTROL LINE
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MARCH 9, 2021
CHRIS ROBINSON
96451
RENEWS:12-31-2024
H-11C�OC�G�iia
i
50 25 0 50
FEET
r%3
SW
1 /4
SECTION
8
T18S
Ill 2E
SE 1
/4
SECTION
8
T18S
R12E
8
\ ox
\ �O
Oregon Department of Transportation
\s �
347- 7 7 97--94
\ (7994-307 57)
\ \ cl.
B L A K L F= V
TRACTS Qz
C_LL.
0-0,
z \
L1J GO \
m:Dz \\
O \
O \\
V
0
ti
C3dpG3[�C�57
HED3HUS
TRACT 2
L = 757°76'56"HELD
CALCULATED POINT A' SEE NARRA T/VE ti
(j, O
O
1091
ti
M
O
LEGEND
RECORD DATA AS NOTED
MEASURED DISTANCE
BETWEEN MONUMENTS
FOUND MONUMENT
NOTED IN TABLE
SET GPS STATION
RESOLVED RIGHT-OF-WAY
UNRESOLVED PROPERTY
LINE/ RIGHT-OF-WAY LINE
- - - - - - - - - - - HISTORIC RW/SUBDIVISION
LINES
------ CALCULATED TIE TO
ALIGNMENT/RW
ACCESS CONTROL LINE
/1
1� 6 \ �'I 'Q
1014 N54 °3948 T 37. 66' M
--------- 4 '��o
----------------------------
(N54 °31 '37"E 37.67' R 14)
Z �,9�,9�0 " 589025'48"E--------------------------------------------------------o-�BoX�st�9----------------------------------- o N773103E22.38'CALC-------
-r I (N77°22'S2 "E 22. 38' R 7 4)
u w 4� ,P (588 °55103 Y R6)
-o----��-----,------------------POWE-R.S-RD-------------------------------------------- o
TRACT 28
MMCHUTES COUNT, Y SUffi F
CAS 3 _ co h
Z;i's
RECOVERED MONUMENT TABLE
YPC = YELLOW PLASTIC CAP
CS = COUNTY SURVEY
POE = POINT OF ENTRY
POINT NUMBER
STATION
OFFSET
NORTHING
EASTING
DATE
IDESCRIPTION
1014
50+14.37
35.05' LT
193970.59
246008.84
6/9/2022
5/8" REBAR WITH YPC "HWA" up 0.2' CS 19785 R14
1088
49+20.98
40.63' RT
193895.84
245914.70
6/10/2022
5/8" REBAR BENT EASTERLY SHOT AT POE DOWN 1.8'1 CS 17707 R1
1089
47+53.63
40.14' RT
193898.00
245747.36
6/10/2022
5/8" REBAR WITH YPC "WH PACIFIC" UP 0.1' , CS 17707 R10
1090
47+15.72
30.15' RT193908.37
245709.55
6/10/2022
3/4" REBAR FLUSH BENT WESTERLY SHOT AT POE, UNKNOWN SOURCE
1091
50+44.87
57.14' LT
193992.37
246039.56
6/10/2022
5/8" REBAR WITH YPC "HWA" CS 19785 R14
------ (167.7O'R70)_______,
----
N..
OPvJ�
�V
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MARCH 9, 2021
CHRIS ROBINSON
96451
TRACT 26
50 25 0 50
FEET
Para etrix
ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES
700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232
P 503.233.2400
WWW.PARAMETRIX.COM
RENEWS: 12-31-2024