HomeMy WebLinkAboutSurvey 21143NARRA TI VE
THE PURPOSE OF THIS SURVEY IS TO RESOL VE THE
CEN TERL INE A NO A PORTION OF THE EXISTING RIGHT -OF -
WA Y (R/W) OF BUTLER MARKET RD FROM A POINT
APPROXIMA TEL Y 250. 00 FEET WEST OF THE 50UTHBOUND
OFFRAMP OF BEND PARKWA Y TO THE WESTERL Y RI OF
THE BURLINGTON NORTHERN RAILROAD A T THE REQUEST
OF ODOT FOR THE PURPOSE OF PUBLIC IMPROVEMENTS.
LOCA TED WITHIN SECTION 28, 29 TOWNSHIP 77 SOUTH,
RANGE 72 EAST WM. CITY OF BEND, DESCHUTES COUNTY,
OREGON. THIS SURVEY /S ALSO USED TO ESTABLISH A
HORIZONTAL CONTROL NETWORK AND RECO VER AND
PERPETUA TE THE POSITION OF THE EXISTING MONUMENTS
ALONG THE ROUTERS REQUIRED BY ORS. 209.250(5)(A)
AND 209.155(A)(8)
THIS SUR VEY WAS PERFORMED FROM MA Y 2022 THROUGH
OCTOBER 2022 BY PARAMETRIX INC. SURVEY CREWS. THE
SUR VEY EQUIPMENT USED FOR THIS PROJECT WAS A
TRIMBLE CPS R 72 AND A TRIMBLE ROBOTIC TOTAL
STA TION S7.
ALIGNMENT AND R/W RESOL VE
BUTLER MARKET RD. CENTERLINE,•
THE CENTERLINE OF BUTLER MARKET RD. WAS
CALCULATED BASED ON THE CENTERLINE AND R/W
SHOWN ON (R7). HELD THE STA TION 7 0+88 AND OFFSET
DISTANCE OF 36.00 FEET A T MONUMENT 7 003 PER (R4)
AND AN OFFSET DISTANCE OF 40. 00 FEET A T MONUMENT
7 560 PER (R I) A T STA TION 25+57.66.
THE WEST R/W OF SOUTHBOUND OFF RAMP OF BEND
PARKWA Y TO THE NORTH R/W LINE OF BUTLER MARKET
RD:
THE WEST R/W WAS CALCULATED BY HOLDING RECORD
GEOMETRYAS SHOWN ON (R2) PER MONUMENTS 7579 (R5)
AND 7 580 (R2), THE SOUTHERL Y MOST LINE WAS
INTERSECTED WITH THE NORTH R/W OF BUTLER MARKET
RD.
SOUTH R/W OF BUTLER MARKET WEST OF BEND PARKWA Y.-
THE SOUTH R/W OF BUTLER MARKET WAS CALCULATED BY
HOLDING THE RECORD R/W WIDTH OF 36.00 FEET
SOUTHERL Y PER (R 7).
SOUTH R/W OF BUTLER MARKET BETWEEN SECOND ST.
AND THE WEST R/W OF THE BURLINGTON NORTHERN
RAILROAD
THE SOUTH R/W WAS CAL CULA TED BY THE RECORD R/W
WIDTH OF 50. 00 FEET SOUTHERL Y PER (R 7).
EAST R/W OF SECOND STREET SOUTH OF BUTLER MARKET. -
THE EAST R/W WAS CAL CULA TED BY HOLDING
MONUMENTS 7050, 7052, AND 7 053 PER (R3).
NORTH R/W OF BUTLER MARKET EAST OF THE EASTERL Y
R/W OF THE BURLINGTON NORTHERN RAILROAD.
THE NORTH R/W, BETWEEN STA TIONS 27 +27.83 AND
24+ 7 4. 34, WAS CALCULATED BY HOLDING A 50. 00 FOOT
OFFSET PER CS 72736 (R7) NORTHEASTERLY, AND
VERIFIED WITH MONUMENTS 7564, 7 00 7, AND 7562 PER
SAID CS (R7). BETWEEN STA TIONS 24f 74.34 AND
25+57.66, THE NORTH R/W WAS CALCULATED HOLDING A
40.00 FOOT OFFSET PER SAID CS (R7), AND VERIFIED WITH
MONUMENTS 7567 AND 7560 PER SAID CS (RI).
NORTH R/W OF BUTLER MARKET WEST OF THE WESTERL Y
R/W OF BEND PARKWA Y.-
THE NORTH R/W OF BUTLER MARKET, WEST OF THE
WESTERL Y R/W OF THE SOUTHBOUND OFFRAMP OF BEND
PARKWA Y WAS CALCULATED BY HOLDING RECORD R/W
WIDTH OF 36.00 FEET FROM THE CAL CULA TED
CENTERLINE BETWEEN STA TONS 10+88.00 AND 72+00.00
PER CS 72736 (R7). BETWEEN STATIONS 72+00.00 AND
72+96. DO A VARIABLE WIDTH R/W WAS CALCULATED BY
HOLDING RECORD STA TIONS AND OFFSETS PER SAID CS
(R7), AND DEED TO THE STA TE OF OREGON, 8YAND
THROUGH I TS DEPARTMENT OF TRANSPORTA TION,
RECORDED FEBRUARY 11 7995 IN VOLUME 364, PAGE 2469
DESCHUTES COUNTY RECORDS. BETWEEN STA TIONS
72+96.00 AND 74+09.29 A RECORD R/W WIDTH OF 36. 00
FEET WAS HELD PER SAID CS (R 7).
BURLINGTON NORTHERN RAILROAD R/W NORTH OF
BUTLER MARKET.,
THE BURLINGTON NORTHERN RAILROAD R/W WAS
CALCULA TED BY HOLDING THE RECORD GEOMETRY
SHOWN PER (R 7) AND HOLDING MONUMENT 7 564 PER (R I)
AND ROTA TING TO MONUMENT 7 562 PER (R 7).
NE
1 /4
SECTION
29
Tl
7S
Ill 2E WM
NW
1 /4
SECTION
28
T17S
Ill 2E WM
SHEET INDEX
SHEET 1 : NARRATIVE, SHEET LAYOUT DIAGRAM, REFERENCES
SHEET 2: CONTROL NARRATIVE, CONTROL DIAGRAM, BASIS OF BEARING
SHEET 3: SURVEY WEST OF US 97
SHEET 4: SURVEY EAST OF US 97
CS #
ISURVEYOR
JDATE FILED
IREFERENCE #
12736
MICHAEL L. TOMPKINS
OCT. 21, 1996
(R1)
12851
ODOT - JULES WETZEL
FEB. 14, 1997
(R2)
14625
JOHN MCCOY
SEPT. 21, 2001
(R3)
17832
PETE MANLEY
SEPT. 26, 2008
(114)
18193
PETE MANLEY
SEPT. 20, 2010
(115)
18796
DAVID R. WILLIAMS
DEC. 3, 2014
(R6)
1 A-22-17
ODOT
JUNE 1993
(R7)
RDCC 162
-
-
(R8)
16259 "PP 2005-6"
JAMES D. PERRY
JAN. 27, 2005
(R9)
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MARCH 9, 2021
CHRIS ROBINSON
96451
RENEWS: 12-31-2024
DZECHUTES COU14TY SURVEYGR
LEGEND
SET GPS STATION
v etrix
G .PLANNING. ENVIRONMENTAL SCIENCES
700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232
P 503.233.2400
WWW.PARAMETRIX.COM
NW 1 /4 SECTION 28 T1 7S R12E WM
BA515 OF COORDINA TES
THE COORDINA TES AND BE4RING5
ARE NAD83(2011) EPOCH 207 0. 00
U51NG THE OREGON REAL -TIME GP5
NETWORK (ORGN). COORDINA TES
ARE PROJECTED U51NG THE OREGON
COORDINA TE REFERENCE 5Y5TEM
(OCR5) BEND-REDMOND-PRINEVILLE
ZONE, INTERNATIONAL FEET WHERE
GRID COORDINA TES CL 05EL Y
MA TCH GROUND D15TANCE5. THE
BA515 OF BEARING515 BASED ON
CONTROL POINT5 1 AND 3.
HORIZONTAL CONTROL
THE CONTROL FOR TH15 5UR VEY
WA E5TA9L15HED BY U51NG THE
OREGON REAL - TIME GP5 NETWORK
(ORGN),
CONTROL NETWORK SCHEMATIC
NOT TO SCALE
LEGEND
SET GPS STATION
LINES OF OBSERVATION
NETWORK POINT COORDINATE TABLE
PT. NUMBER
NORTHING
FASTING
DATE
DESCRIPTION
1
212238.307
248457.975
5J17(2022
MAG NAIL
2
212240.805
248569.572
5/17/2022
MAG NAIL
3
212083.508
248852.058
5 17 2022
MAG NAIL
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MARCH 9, 2021
CHRIS ROBINSON
96451
T r, 4"Byi
$ o2S 0 Q
Parametrix
ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES
700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232
P 503.233.2400
WWW.PARAMETRIX.COM
a
04
RENEWS: 12-31-2024
„ NE 1 /4 SECTION 29 T1 7S R12E WM
NOTE: THE 1-1 /2 AXEL IN DCRD #162 NW � 4 SECTION 28 T1 7S R12 E WM
PRESUMED TO BE RESET AFTER /
CONSTRUCTION OF BOYD SHOPPING
CENTER BY CENTURY WEST, SEE CS 06039
AND COG RI D MARK NAME: 1712 2100
810, 7'4,4 "E R 0
(g1o17f,0E Ef
(N �gl �g 00
t�!1
00000 woo-
O co 7
1.L• r
�0;0.
� U
J �
� Quj
� V
= JAY WEST
2
c
v 20 21 Z
29 28 r'
R12�0��
db00
20 21
1 OOt
29,' 28
A = 724926
L = 720.06' zz
CHL = 779.87'
CH B = 589°7531 '1 R 1, R4)
70047 22"C.R.
R = 5.36.00'
-
A = 72 °49'26"
'v
T = 60.24'
o
0
0°
r,
1005
'1003 DEED TO ODOT
a? 7994-46639
(359-0633)
V
w -
o DEED TO DESCHUTES
COUNTY
w 7994-30567
-t� ';�
Z/
ti
L.LOO
Y
\�
Lij
J
oC
�,
ti
m
O
o°
1002
,N-, II
(347-27 78)
J J �ER �.qRK 12 1170'S4" C R
Q
S00 001
7-_ 2 41 z,9„
os. S3
,
(,Q _ S0
L _ -00'
9
vlo _ s�
4 _ 6:?1-3� „
29„R J E
0) 00
N N >�
0 0rvoo
°
U V
W W Q
cn cn
R = 464, 00'
A = 39°48'07 "
T = 7 67. 97'
(R = 464.00'
A = 39474 7 "
L = 322.27'
CHL = 375.83'
CH B = 573-54'38'T R 7)
SECTION 21
SECTION 28
APPROX.
1579
`� RECOVERED MONUMENT LIST
COICHIJTE oul"Try Eyo
CS = COUNTY SURVEY
P.O.E. = POINT OF ENTRY (POINT AT BEND)
YPC = YELLOW PLASTIC CAP
PT. NUMBER
NORTHING
EASTING
STATION
OFFSET
DATE
DESCRIPTION
1000
212681.09
24831 1.51
-
-
5/17/2022
3" BRASS MONUMENT FLUSH IN CONCRETE, RECORDING # NOT FOUND
1002
212391.54
248314.45
12+21.06
62.14' LT
5/17/2022
5/8" IR WITH YPC "HWA" FLUSH, CS 18796 (R6)
1003
212370.66
248167.96
10+88.00
36.00' LT
5/18/2022
TACK WITH BRASS WASHER IN CONCRETE "BW", CS 17832 (114)
1004
212300.35
248190.12
11+04.30
35.91' RT
5/18/2022
5/8" IR DOWN 0.2', CS 12736 (R1)
1005
212369.23
248287.76
11 +99.98
36.16' LT
5/17/2022
5/8" IR WITH YPC "HWA" FLUSH, CS 18796 (R6)
1055
212172.07
248529.89
15+00.04
50.02' RT
6/7/2022
5/8" IR DOWN 0.6' BENT NORTHERLY LOCATED AT P.O.E., CS 12736 (R1)
1566
212252.77
248590.18
15+12.34
49.97' LT
6/7/2022
5/8" IR WITH YPC "CWEC" DOWN 0.1, CS 12736 (R1)
1 567
212258.61
248580.71
14+99.98
50.34' LT
6/7/2022
5/8" IR FLUSH, CS 12736 (R1)
1568
212246.30
248573.38
14+99.90
36.02' LT
6/7/2022
5/8" IR WITH YPC "CWEC" DOWN 0.5% CS 12736 (R1)
1 579
212725.94
248730.81
-
-
6/8/2022
5/8" IR WITH YPC "HWA" FLUSH, CS 18193 (R5)
11580
212437.50
248577.87
-
-
6/8/2022
11 1 /4" ALUMINUM CAP ILLEGIBLE 0.1' UNDER ASPHALT, CS 12851 (R2)
O p,
DEED TO ODOT 4
7995-03372 �\ 06•ssj�>�c ,
1580 (364-2469)
(50537'36'T 20.33' R2)
506107 33 "E 20.33' --
4 .�--
Sp
ti1 0) �•\ 06,E .. 0p�
o a o00 �4ka� �y
Ox x'�
0
1567
v
1568 1 566 Q� Q� Q)
1 d � �
.�2*
x
c ti \�
C0 0 5 5 �jQ 1-1
Ro
50 25 0 50
FEET
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MARCH 9, 2021
CHRIS ROBINSON
96451
LEG EN D
(00.00'RX) RECORD DATA AS NOTED
O FOUND MONUMENT
NOTED IN TABLE
SET GPS STATION
RIGHT-OF-WAY
UNRESOLVED R/W
LINE/PROPERTY LINE
- - HISTORIC R/W OR PLAT
LINE
Para etrix
ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES
700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232
P 503.233.2400
WWW.PARAMETRIX.COM
9i
CAI
RENEWS: 12-31-2024
NW 1 /4 SECTION 28 T1 7S Ill 2E WM
f
1
�. 44
4Ce y�.Z16-
Q� o O,ys -ss6
lF
6po Q = �• oil-�f'll
p) ,
s
T\ 0'9. Op,
J tiw toe >6)
\ (00)
QV, 1565
Q \
Cc
00
/ N55°47 `32T 44,77' 1 1051 •y
(N55"39 39 T 44. 70' R3) 1050 1564
Coj 67 1052
O
1049
V
04 024 `27" C.R.
R = 7, 300. 00'
A = 04'58'7 7"
T = 56.42'
(R = 7, 300. 00'
"
A
A = 09'2457
L = 273.60'
CH L = 273.36ti0
'A' ,
CH 8 = 565°47 26T R7)
C•
�1
ti
1053
1054 NV28°37'73T
(N29007'76T
I
,'-"OVERED MONUMENT LIST
1048
PARCEL 2
K233
23g29`'QJ%
Af
1 .->o -
S�0 0
9F J
B�T Cf R MARk RD
PARCEL 7
3 7. 64' M
(31. 95' R 7)
coin
FIED C&A-7 1,4�qz--3 Byes,
LEGEND
(00.00'RX) RECORD DATA AS NOTED
M MEASURED DISTANCE
BETWEEN MONUMENTS
O FOUND MONUMENT
NOTED IN TABLE
SET GPS STATION
RIGHT-OF-WAY
UNRESOLVED R/W
LINE/PROPERTY LINE
- - HISTORIC R/W OR PLAT
LINE
•'� 579 02032 "W 7 0.05' M
(579.05'32 "W 7 0. 00' R7)
562
O
g3 1
Mo. Z005 -0
�Z
0
CS = COUNTY SURVEY /
P.O.E. = POINT OF ENTRY (POINT AT BEND)
YPC = YELLOW PLASTIC CAP
VUMBER
NORTHING
EASTING
STATION
OFFSET
DATE
DESCRIPTION
1
21 1887.68
249367.93
23+82.74
49.99' LT
5/17/2022
5/8" IR WITH YPC "CWEC" LEANING 0.25' WEST LOCATED AT P.O.E., CS 12736 (R1)
8
21 1873.74
249102.99
21 +37.42
49.98' RT
6/7/2022
5/8" IR WITH YPC "DEA INC" FLUSH, CS 16259 "PP 2005-6" (R9)
9
21 191 1.16
249009.48
20+40.55
50.06' RT
6/7/2022
5/8" IR FLUSH, CS 14625 (113)
D
21 1961.66
248908.49
19+31.95
50.04' RT
6/7/2022
5/8" IR WITH SMASHED YPC "WH PACIFIC" DOWN 0. 1', CS 14625 (R3)
1
21 1968.33
248905.73
19+26.29
45.54' RT
6/7/2022
1 1 /2" IP DOWN 0.2', UNKNOWN ORIGIN
2
21 1936.44
248871.54
19+1 1.88
90.02' RT
6/7/2022
5/8" IR WITH YPC "WH PACIFIC" DOWN 0.2', CS 14625 (R3)
3
21 1561.65
248663.19
-
-
6/8/2022
5/8" IR WITH YPC "WH PACIFIC" FLUSH, CS 14625 (R3)
4
21 1537.00
248649.75
-
-
6/7/2022
5/8" IR WITH YPC "WH PACIFIC" FLUSH, CS 14625 (R3)
D
21 1821.01
249529.82
25+57.53
40.01' LT
6/7/2022
5/8" IR WITH SMASHED YPC FLUSH WITH ASPHALT, CS 12736 (R1)
1
21 1867.86
249394.51
24+14.34
39.97' LT
6/7/2022
5/8" IR WITH YPC "CWEC" FLUSH, CS 12736 (R1)
2
21 1877.34
249397.84
24+14.38
50.01' LT
6/7/2022
5/8" IR WITH YPC "CWEC" FLUSH, CS 12736 (111)
4
21 1964.37
249146.63
21 +48.53
50.00' LT
6/7/2022
5i8" IR WITH YPC "CWEC" DOWN 0.5', CS 12736 (R1)
5
212049.02
248957.07
19+32.01
49.92' LT
6/7/2022
5/8" IR WITH YPC "CWEC" DOWN 0. 1', CS 12736 (R1)
1560
O
REGISTERED
PROFESSIONAL
LAND SURVEYOR
to% I . ni
OREGON
MARCH 9, 2021
CHRIS ROBINSON
96451
RENEWS: 12-31-2024
Para etrix
ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES
11111& llwm
700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232
P 503.233.2400
WWW.PARAMETRIX.COM