HomeMy WebLinkAboutSurvey 21169CONTROL, RECOVERY AND RETRACEMENT SURVEY
FOR SW AIRPORT WAY AND SW 19TH STREET ZIZ:SCHUTESCOUiw=SUinti"v'EYOR
LOCATED IN THE WEST 1/2 OF SECTION 28 AND THE EAST 1/2 OF SECTION 29, SLED09 Zq Za23 BY. I IL /IS
TOWNSHIP 15 SOUTH, RANGE 13 EAST, W.M.,
CITY OF REDMOND, DESCHUTES COUNTY, OREGON
SEPTEMBER 2023
VICINITY MAP
NOT TO SCALE
MONUMENT TABLE FOR SW 19TH STREET
POINT
STATION
OFFSET
NORTHING
EASTING
DESCRIPTION
225
5+67.47
0.00,
451565.16
3324692.41
1-1/2" ALUMINUM CAP STAMPED "TYE ENGINEERING"
204
5+67.57
289.94'
451564.01
3324402.47
5/8" IRON ROD W/ YELLOW PLASTIC CAP MARKED "HWA"
203
6+27.47
39.97'
451505.02
3324652.66
5/8" IRON ROD W/ YELLOW PLASTIC CAP MARKED'TYE ENGINEERING"
205
6+27.99
290.01'
451503.60
3324402.63
5/8" IRON ROD NO CAP
202
12+55.05
0.00,
450877.59
3324694.90
1-1/2" ALUMINUM CAP STAMPED'TYE ENGINEERING"
MONUMENT TABLE FOR AIRPORT WAY
POINT
STATION
OFFSET
NORTHING
EASTING
DESCRIPTION
208
421+40.04
75.0413
452665.92
3323853.73
5/8" IRON ROD NO CAP W/ ODOT PADDLE
227
421+60.00
75.04L
452762.28
3323970.51
3-1/4" ALUMINUM CAP STAMPED "OREGON DEPARTMENT OF
TRANSPORTATION -RIGHT-OF-WAY"
230
423+08.54
253.05R
452418.64
3323859.96
5/8" IRON ROD W/ YELLOW PLASTIC CAP MARKED "D.E.A. INC."
228
423+42.87
159.4611
452464.91
3323948.66
5/8" IRON ROD W/ YELLOW PLASTIC CAP MARKED "D.E.A. INC."
209
423+44.76
64.74L
452631.26
3324098.98
3/4" IRON PIPE W/ YELLOW PLASTIC CAP MARKED "POVEY & ASSOC."
207
423+62.31
89.92R
452503.83
3324009.59
5/8" IRON ROD W/ YELLOW PLASTIC CAP MARKED "D.E.A. INC."
206
423+68.17
59.5811
452522.65
3324034.11
5/8" IRON ROD W/ YELLOW PLASTIC CAP NOT LEGIBLE
229
423+69.95
170.44R
452438.31
3323962.14
5/8" IRON ROD W/ YELLOW PLASTIC CAP MARKED "D.E.A. INC."
210
424+06.34
61.14L
452588.23
3324142.41
3/4" IRON PIPE W/ YELLOW PLASTIC CAP MARKED "D.E.A.INC."
223
425+26.96
470.72L
452821.03
3324499.81
1/2" IRON PIPE W/ YELLOW PLASTIC CAP MARKED "POVEY & ASSOC."
211
425+90.00
55.01L
452464.26
3324277.30
5/8" IRON ROD W/ YELLOW PLASTIC CAP MARKED "LS1081"
220
426+06.54
55.0111
452369.94
3324218.31
1/2" IRON PIPE W/ YELLOW PLASTIC CAP MARKED "POVEY & ASSOC."
222
426+25.91
485.71L
452768.06
3324584.71
3/4" IRON PIPE W/ YELLOW PLASTIC CAP MARKED "POVEY & ASSOC."
219
426+38.16
263.86R
452190.73
3324106.48
5/8" IRON ROD W/ YELLOW PLASTIC CAP MARKED "HWA"
221
426+90.47
59.83L
452402.57
3324356.75
3/4" IRON PIPE W/ YELLOW PLASTIC CAP MARKED "POVEY & ASSOC."
217
427+34.49
898.40R
451646.17
3323766.82
5/8" IRON ROD W/ YELLOW PLASTIC CAP MARKED "HWA"
216
428+38.78
920.6511
451561.43
3323831.55
1/2" IRON ROD NO CAP
224
428+59.00
59.92L
452293.00
3324484.80
3/4" IRON PIPE W/ YELLOW PLASTIC CAP MARKED "POVEY & ASSOC.
212
431+20.81
59.58L
452193.23
3324690.33
2-1/2" G.L.O. BRASS CAP STAMPED "1/4 S29I S28 T15S R13E 1994 LS 2140"
213
438+77.46
59.89L
452512.05
3325207.63
3/4" IRON PIPE W/ YELLOW PLASTIC CAP MARKED "POVEY & ASSOC."
214
440+46.00
59.83L
452674.27
3325253.23
1/2" IRON PIPE W/ YELLOW PLASTIC CAP MARKED "POVEY & ASSOC."
226
451+08.44
0.00' 1
453681.00
3325597.99
2" ALUMINUM CAP STAMPED "DESCHUTES COUNTY PUBLIC WORKS LS 2214"
CONTROL POINT TABLE
POINT
NORTHING
EASTING
DESCRIPTION
1
452399.1780
3324223.2370
SET 5/8" I.R. W/OPC MARKED "HWA CONTROL"
2
452059.0880
3324733.2900
SET 5/8" I.R. W/OPC MARKED "HWA CONTROL"
3
451794.5840
3324735.4700
SET 5/8" I.R. W/OPC MARKED "HWA CONTROL"
4
452238.2330
3325147.0340
SET 5/8" I.R. W/OPC MARKED "HWA CONTROL"
NARRATIVE
WE WERE RETAINED BY THE CITY OF REDMOND TO PREPARE A CONTROL, MONUMENT RECOVERY AND RIGHT OF WAY
RETRACEMENT MAP PER ORS 209.155 FOR THEIR FUTURE SW AIRPORT WAY ROUNDABOUT PROJECT.
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM (COCS) AS DETERMINED BY GPS
OBSERVATIONS USING THE OREGON REAL-TIME GNSS NETWORK (ORGN) AND A TRIMBLE CALIBRATION USING PUBLISHED
COORDINATES FOR COCS CONTROL POINTS. COORDINATES SHOWN ARE CENTRAL OREGON COORDINATES SYSTEM
COORDINATES.
THE REFERENCES NOTED ON THIS MAP WERE USED TO DETERMINE SEARCH POSITIONS FOR MONUMENTS OF RECORD.
NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF THESE MONUMENTS RELATIVE TO RECORD PROPERTY LINES
OTHER THAN THE LOCATION AT WHICH THEY WERE FOUND PER THIS SURVEY.
RIGHT OF WAY WIDTHS SHOWN WERE DETERMINED FROM SURVEYS, PLATS AND DEDICATION DEEDS OF RECORD.
SW AIRPORT WAY WAS ESTABLISHED AS FOLLOWS:
SW AIRPORT WAY WAS ORIGINALLY ESTABLISHED BY DEDICATION DEED RECORDED IN VOL. 364, PG. 680, DESCHUTES
COUNTY DEED RECORDS. IN 1993-1994 THE OREGON DEPT. OF TRANSPORTATION (ODOT) REDESIGNED THE SOUTHERLY
PORTION OF THE ALIGNMENT TO INTERSECT WITH THE DALLES-CALIFORNIA HIGHWAY INTERCHANGE, WHICH WAS
MONUMENTED PER RIGHT OF WAY MONUMENTATION MAP FILED AS CS11407 (r2). SUBSEQUENT TO THAT, THE CITY OF
REDMOND AND DESCHUTES COUNTY REDESIGNED THE ALIGNMENT BETWEEN THE RAILROAD AND A POINT NORTHEASTERLY
THAT INTERSECTED WITH THE ORIGINAL ALIGNMENT. THIS PORTION OF THE RIGHT OF WAY WAS MONUMENTED PER
DESCHUTES COUNTY PUBLIC WORKS RIGHT OF WAY MAP FILED AS CS12210 (0). THE RECTANGULAR SHAPED PIECE OF R/W
JUST E'LY OF SW 19TH STREET WAS ESTABLISHED PER PARTITION PLAT 1992-32, FILED AS CS11155 (r5).
MONUMENTS FOUND PER CS12210 (0), CS11407 (r2), CS11987 (r3) AND CS11796 (r4) WERE HELD TO ESTABLISH THE
CENTERLINE AND RIGHT OF WAY LINES OF SW AIRPORT WAY. WHERE MONUMENTS WERE NOT FOUND, RECORD DATA WAS
USED TO MAINTAIN THE RECORD GEOMETRY PER (0), (r2) AND (r5). TO ESTABLISH CENTERLINE WEST OF THE RAILROAD I
SPLIT THE TWO ODOT MONUMENTS, POINTS 208 & 227, AND SPLIT THE TWO R/W MONUMENTS THAT INTERSECT WITH THE
W'LY RAILROAD R/W, POINTS 211 & 220. THE INTERSECTION WITH THE RAILROAD CENTERLINE RESULTS IN A DISTANCE OF
483.67' NORTHERLY TO THE FOUND POVEY & ASSOC. PIPES PER (r3) AND (r4), WITH RECORD DISTANCE PER (r3) AND (r4) BEING
483.58'. FOR THE CENTERLINE EAST OF THE RAILROAD I USED RECORD GEOMETRY HELD TO THE FOUND QUARTER SECTION
CORNER AND CENTERLINE MONUMENT, POINTS 212 & 226, PER (0), WHICH ALSO PUT THE INTERSECTION WITH THE RAILROAD
CENTERLINE AT 483.67' FROM FOUND POVEY & ASSOC. PIPES, MATCHING RECORD PER (r4). THIS RESULTS IN NO JOG IN THE
AIRPORT WAY CENTERLINE AT ITS INTERSECTION WITH THE RAILROAD CENTERLINE AS REPORTED IN (r4).
THE CENTERLINE STATIONING REPORTED HEREON FOR SW AIRPORT WAY IS PER THE ODOT RIGHT OF WAY MONUMENTATION
MAP (r2), WITH STATION 421+60 BEING HELD FOR THE FOUND ODOT MONUMENT (POINT 227) AT THE INTERSECTION OF THE
N'LY AIRPORT WAY R/W LINE WITH THE E'LY R/W LINE OF HWY 97.
SW 19TH STREET AND SW BADGER AVE WERE ESTABLISHED AS FOLLOWS:
SW 19TH STREET, AS SHOWN HEREON BETWEEN AIRPORT WAY AND BADGER AVE, WAS ESTABLISHED BY DEDICATION DEEDS
AS FOLLOWS: DEED OF DEDICATION RECORDED IN 2001-24643, OFFICIAL RECORDS, DEED OF DEDICATION RECORDED IN
2001-22189, OFFICIAL RECORDS, AND VOL. 516, PG. 2298, OFFICIAL RECORDS. THE PORTION OF SW BADGER AVE AS SHOWN
HEREON WAS ESTABLISHED BY MAJOR PARTITION NO. MJP-84-4, FILED AS CS01379 (r8). MONUMENTS WERE FOUND AND HELD
PER PARTITION PLAT 2004-102, FILED AS CS16206 (r6), PASCO INDUSTRIAL PARK, FILED AS CS17119 (r7), AND CS01379 (r8) TO
ESTABLISH SAID PORTIONS OF SW 19TH ST. AND SW BADGER AVE. I HELD THE 1/4 CORNER (POINT 212) AND THE 2
CENTERLINE MONUMENTS TO THE SOUTH (POINTS 225 AND 202) TO CONTROL THE CENTERLINE OF SW 19TH STREET.
RECORD REFERENCES
(r1) RIGHT OF WAY MAP BY PETER A. MANLEY, DESCHUTES COUNTY SURVEY NO. CS12210.
(r2) HIGHWAY RIGHT-OF-WAY MONUMENTATION SURVEY BY ROBERT E. BAXTER, DESCHUTES COUNTY
SURVEY NO. CS11407.
(r3) PARTITION PLAT NO. 1994-38 BY WILLIAM G. BAHRKE, DESCHUTES COUNTY SURVEY NO. CS11987.
(r4) SURVEY BY WILLIAM G. BAHRKE, DESCHUTES COUNTY SURVEY NO. CS11796.
(6) PARTITION PLAT NO. 1992-32 BY MICHAEL W. TYE, DESCHUTES COUNTY SURVEY NO. CS11155.
(r6) PARTITION PLAT NO. 2004-102 BY LINDA LEE MILLER, DESCHUTES COUNTY SURVEY NO. CS16206.
(r7) PASCO INDUSTRIAL PARK BY PETER A. MANLEY, DESCHUTES COUNTY SURVEY NO. CS17119.
(r8) MAJOR PARTITION NO. MJP-84-4 BY ROBERT R. POVEY, DESCHUTES COUNTY SURVEY NO. CS01379.
�1lz?/z3
REGISTERED
PROFESSIONAL-�
LAND SURVEYOR ,,/
OREGON
J U LY 10, 2007
PATRICK GAGE COLE
79157
EXPIRES: 12/31/23
4i NN k
CIVIL ENGINEERING I SURVEYING ( PLANNING
62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703
PH: (541)389-9351 1 FAX: (541)388-5416
WEB: WWW.HWA-INC.ORG
SHEET 1 OF 3
IN
IS: \Land Projects\220605-Airport Way RAB\dwg\220605-ROS.d
CS 21 16s,
27, 2023 - 3:39pm
L= 230.87'
R=448.00'
D=29'31'34"
CH=S64'10'53"E 228.32'(m)
L=230.86'
R=448.00'
D=29"31'31"
CH—S64°06'41 "E 228.32'(r1)
L= 230.86'
R= 448.00'
D=29°31'32"
CH=N63°36'15"W 228.32'(r4)
D=27'48'47"
CH=S63'19'29"E 273.02'
TAX LOT 151329
0000500
N89`48'45"E(r6)
S89°48'29"W(r8)
NR9'4r,'94"F 749.94'(m)
51328pppp3pl
TAX LOT 1
NTROL, RECOVERY AND RETRACEMENT SURVEY ° 1-30 s—s° 120 ,s°
FOR SW AIRPORT WAY AND SW 19TH STREET s°"`E""s°
LOCATED IN THE WEST 1/2 OF SECTION 28 AND THE EAST 1/2 OF SECTION 29,
TOWNSHIP 15 SOUTH, RANGE 13 EAST, W.M.,
CITY OF REDMOND, DESCHUTES COUNTY, OREGON
SEPTEMBER 2023
j�----�SEE DETAIL RIGHT \� x
EI
�O
AIRPORT WAY -5A`��
431+00 co i +O
33
p
— \cP
432+00 4
l + \` O
.7 A^ AIMM�m� t&IA%l
I ' t12+55 05
S: \Land Projects\220605-.Airport Way RAB\dwg\220605-ROS.dwg Sep 27, 2023 - 3: 43prn
N11'36'46"W 82.59(m)
S11 `35'17"E 82.59'(r5)
' m)
„ oo C
23'1 Ego pp'�r5)
L=130.65' to 60.
R=568.00' Nl8'24 4
D=13'10'46"
CH=N88'00'16"E 130.37'(m)
L=170.94'
R=568.00'
D=17°14'37"
CH=S89`56'19"E 170.30'(r5)
PTN PARCEL 1
PARTITION P
LAT 1 gg2-32
DETAIL
SCALE: 1 " = 1'
S00'34'12"W 0.43'(m)—� S00°38'23"W 0.43'(r1,r4) \
HELD
w�l
i� E I
iV I
� ) i
A/Rp01
RT
V
VVA'
y
11
L=1018.74'
R= 508.00'
D=114'54'02"
CH=N73'07'53"E 856.41'(m)
L=1018.74'
L=1018.74'
R=508.00'
R=508.00'
D=114`54'02"
D=114`54'02"
CH=S73`12'04"W
CH=S73'42'30"W
856.41'(r1)
856.41'(r4)
LEGEND
0
151328pppp3pl
TAX LOT
L=496.32'
R=448.00'
D=63'28'34"
CH=N47'25'09"E 471.33(m)
L=496.19'
R=448.00'
D=63°27'30"
CH=N47°28'48"E 471.21'(r1)
RIGHT-OF-WAY LINE
RIGHT OF WAY CENTERLINE
ADJACENT PROPERTY LINES (INFORMATIONAL)
FOUND MONUMENT AS NOTED IN MONUMENT TABLE, SHEET 1
SET CONTROL AS NOTED IN CONTROL POINT TABLE, SHEET 1
COMPUTED POSITION, NOTHING FOUND OR SET
214
M
1+n'
+
40
V-
m
HELD
226
51328pppO3pp
TAX LOT 1
L=591.62'
R=568.00'
D= 59'40' 43"
CH=N45'31'13"E 565.24'
PTN PARCEL 1
PARTITION PLAT 19g2'32
%1Z-7Z 3
REGISTERED
PROFESSIONAL
LAND SURVEYOR!
OREGON
J U LY 10, 2007
PATRICK GAGE COLE
79157
EXPIRES: 12/31 /23
4 NN k
CIVIL ENGINEERING I SURVEYING I PLANNING
62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703
PH: (541)389-9351 I FAX: (541)388-5416
WEB: WWW.HWA-INC.ORG
SHEET 3 OF 3