HomeMy WebLinkAboutSurvey 21141NARRA TIVE
THE PURPOSE OF THIS SUR VEY IS TO RESOL VE THE L OCA TION OF A
PORTION OF THE EXISTING RIGHT-OF-WAY (R/W) OF REVERE A VE. FROM
A POINT APPROXIMA TEL Y 200.00 FEET WEST OF NW WALL STREET TO A
POINT ON THE EASTERL Y RIGHT -OF -WA Y OF THE EXISTING RAILROAD
A T THE REQUEST OF ODOT FOR THE PURPOSE OF PUBLIC
IMPROVEMENTS. LOCATED WITHIN SECTION 29 TOWNSHIP 77 SOUTH,
RANGE 72 LAST W..M. CITY OF BEND, DESCHU TES COUNTY, OREGON.
THIS SUR VEY IS ALSO USED TO ESTABLISH A HORIZONTAL CONTROL
NETWORK AND TO RECOVER AND PERPETUA TE THE POSITION OF THE
EXISTING MONUMENTS ALONG THE ROUTEAS REQUIRED BY
OR5.209.250(5)(A) AND 209.155(A)(B).
THIS SUR VEY WAS PERFORMED FROM MA Y 2022 TO,JUNE 2022 BY
PARAMETRIX INC. SURVEY CREWS. THE SURVEY EQUIPMENT FOR THIS
PROJECT WAS A TRIMBLE R 72 GPS AND A TRIMBLE S7 ROBOTIC TOTAL
STA TION.
CENTERLINE REVEREA VEAND THE WE5T RW WALL STREET. -
THE CENTERLINE OF REVERE AVE. WAS CALCULATED SY RECORD
GEOMETR Y BASED ON C5 72857 (R5) AND ODOT MAP IA-22-78. THE
POSITION OF SAID CENTERLINE IS BASED ON HOLDING 39.60 FOOT (R5)
OFFSET FROM THE EXTENSION OF THE LINE BETWEEN MONUMENTS 7 009
AND 7 07 S. THESE MONUMENTS ALSO ESTABLISH THE WEST RI If OF NW
WALL ST. THE BEARING OF SAID CENTERLINE WAS CALCULATED BY
HOLDING THE PRE VIOUSL Y CALCULA TED POSITION AND A POINT 40.00
FEET (R5) TANGENT TO MONUMENT 7 022,
SEGMENT OF WALL ST. SOUTH OF REVEREA VE.:
THE CENTERLINE OF WALL 5T. SOUTH OF REVEREA VE. WAS CALCULA TED
BY RECORD GEOMETRY BASED ON (R5) AND ODOT MAP IA-22-78. HELD
THE STA TION 10* 00. 00 CALLED FOR IN (R5) AND A LINE PARALLEL AND
50 FEET EA5TERL Y OF THE WEST RW LINE ESTABLISHED BY HOLDING
MONUMENTS 7 009 AND 7 0 7 5 AS PREVIOUSLY DESCRIBED. THIS
CENTERLINE INTERSECTION DETERMINES THE STA TIONING FOR BOTH
WALL ST. AND REVEREA VE.
SOUTH R/W REVEREA VE. WEST OF WALL 5T.:
THE SOUTH R/W OF REVEREA VE. WEST OF WALL ST. WAS CALCULA TED
BY HOLDING MONUMENT 7075 OF (R5) AND MONUMENT 1006 PER CS
19272 "RE VERERENAISSANCE' (R 7).
NORTH R/W REVEREA VE. WEST OF THE HWY 97 SB OFFRAMP:
THE NORTH R/W OF REVEREA VE. WAS CALCULATED BY HOLDING AN
80.00 FOOT OFFSET FROM THE PREVIOUSLY CALCULATED SOUTH R/W OF
REVERE A VE. THIS IS BASED ON CS 09598 (R2) AND C5 05 7 91 (R 7) WHERE
THE R/W IS SHOWN TO BE 80. 00 FEET WIDE.
WEST R/W OF HILL STREET PER (R5), BEING THE WEST R/W OF HWY 97 SB
OFFRAMP.-
THIS RI WAS CAL CULA TED BY HOL DING MONUMENT 7 074 PER (R5)
AND THE RECORD GEOMETRY PER (R5) AND HOLDING THE EXSTING
VALUE OF MONUMENT 7 002 PER (R2), (7 7 60 R5).
NORTH R/W OF REVEREA VE. EAST OF HWY 97.,
THIS WAS CALCULA TED BY HOLDING A LINE PARALLEL TO AND 40.00
FEET OF THE CALCULA TED REVEREA VE. CENTERLINE PER (R6). THE
EASTERL Y TERMINA TION OF SAID NORTH R/W LINE WAS CALCULA TED
PER (R9).
HWY 97 NB OFFRAMP SEGMENT ITRN':-
THE CENTERLINE OF THE HWY 97 NB OFFRAMP "PRN" WAS CALCULA TED
BYRECORD GEOMETRYPER ODOT MAP IA-22-78. HELD THE
STA TIONING 9+ 60.02 AL ONG REVERE A VE. A THE INI TIAL POINT OF
SAID ALIGNMENT AND HELD RECORD ANGLE BETWEEN REVEREA VE.
CENTERLINE AND HWY 97 NB OFFRAMP CENTERLINE PER ODOT MAP IA-
22-78.
DIVISION ST. NORTH OF REVEREA VE.:
THE CENTERLINE WAS CALCULA TED BY HOLDING THE POSITION OF
MONUMENT 7 072 (R 7 0) AND A LINE 40, 00 FEET TANGENT TO
MONUMENT 7 07 7 (R 7 0). SAID CENTERLINE WAS EXTENDED THE RECORD
DISTANCE OF 3 09. 7 0 FEET PER (R9 AND R 7 0) TO THE CENTERLINE
INTERSECTION OF DI VISION ST. AND THURSTON A VE.
WESTERL Y RAILROAD R/W SEGMENT.'
THE WESTERL Y RAILROAD RI WAS CAL CULA TED FOR GRAPHICAL
PURPOSES BY USING THEASOVE-DESCRIBED CENTERLINE INTERSECTION
OF THURSTON A VE. AND DI VISION ST. AND THE RECORD ANGLE AND
DISTANCE PER (R9 AND R 10) TO CALCULA TE THE CENTERLINE OF
THURSTON EASTERL Y TOWARDS THE WESTERL Y RAILROAD R/W. THE
CENTERLINE OF SEWERD A VE WAS CALCULATED BY HOLDING A 29. 75
FOOT (R9) OFFSET FROM MONUMENT 7025, BEING 203 PER (R9) AND A
30.00 FOOT (R70) OFFSET FROM MONUMENT 7 07 1. SAID LINE WAS
EXTENDED 80. 00 FEET PER (R9 AND R 7 0) TO THE EASTERL Y R/W OF NE
DIVISION ST. FROM THA T POSITION, THE LINE WAS EXTENDED RECORD
DISTANCE 7 67. 89 FEET PER (R9) TO THE WESTERL Y RAILROAD R/W. THE
CALCULA TED WESTERL Y RAILROAD R/W WAS EXTENDED
SOUTHWESTERL YAND CHECKED THE DISTANCEAS SHOWN ON ODOT
MAP IA-22-78ATSTATION 234+07.67 TO VERIFY.
SE 1 /4 SECTION 29 T17S RI 2E WM
LEGEND
SET GPS STATION
F-
Ln
z
0
Q
2 I
----------------------------------
1
4
I I I I l l l I
J i l l I I I I I I I I I
r I
r Ir
z--------------- j
r
r SHEET 4
- - - - - - - - - - - - - - - -
r I r
SHEET INDEX
SHEET 1: NARRATIVE, SHEET LAYOUT DIAGRAM, REFERENCES I NOT TO SCALE
SHEET 2: CONTROL NARRATIVE, CONTROL DIAGRAM, BASIS OF BEARING
SHEET 3: SURVEY WEST OF US 97
SHEET 4: SURVEY EAST OF US 97
CS#
SURVEYOR
DATE
REFERENCE #
05191
FIRST ADDITION TO AUBREY HEIGHTS GEO S. YOUNG
JUN. 5, 1916
(R1)
09598
JOHN H. EATON
SEPT. 3, 1970
(R2)
08104
JOHN C. BLUNT
FEB. 22, 1974
(113)
08081
GARY W. HICKMAN
FILED JULY 24, 1990
(R4)
12851
JULES R. WETZEL
FILED FEB. 14, 1997
(R5)
17276
PETER A. MANLEY
FILED APRIL 11, 2007
(R6)
19212
REVERE RENAISSANCE CHRISTOPHER R. MUNSON
FILED OCT. 1992016
(R7)
19703
JOHN K. LUCEY
FILED JULY 25, 2018
(R8)
20026
BENJAMIN J. HRON
FILED OCT. 18, 2019
(R9)
20561
BENJAMIN J. HRON
FILED JULY 20, 2021
(R] 0)
08097
JOHN H. EATON
JULY 13, 1963
(R1 1)
19272
JOHN K. LUCY
FILED DEC. 2112016
(RI 2)
1 A-22-18
ODOT MAP
JULY 1993
(R] 3)
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MARCH 9, 2021
CHRIS ROBINSON
96451
RENEWS:12-31-2024
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ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES
700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232
P 503.233.2400
WWW.PARAMETRIX.COM
71141
BASIS OF COORDINA TES
THE COORDINA TES AND BEARINGS
ARE NAD83(2011) EPOCH 207 0. 00
USING THE OREGON REAL - TIME GPS
NETWORK (ORGN). COORDINA TES
ARE PROJECTED USING THE OREGON
COORDINA TE REFERENCE SYSTEM
(OCRS) BEND-REDMOND-PRINEVILLE
ZONE, INTERNA TIONAL FEET WHERE
GRID COORDINA TES CL OSEL Y
MA TCH GROUND DISTANCES. THE
BASIS OF BEARINGS IS BASED ON
CONTROL POINTS 1 AND S.
HORIZONTAL CONTROL
THE CONTROL FOR THIS SURVEY
WAS ESTABLISHED BY USING THE
OREGON REAL - TIME CPS NETWORK
(ORGN)
1
K
LEGEND
SET GPS STATION
LINES OF OBSERVATION
NETWORK POINT COORDINATE TABLE
SE 1 /4 SECTION 29 T1 7S Ill 2E WM
BASIS OF BEARING S86006148"
E 965.61 '
NOT • SCALE
RPC- RED PLASTIC CAP
PT. NUMBER
NORTHING
EASTING
DATE
DESCRIPTION
1
208121.05
246895.65
5/18/2022
5/8" REBAR WITH RPC "PARAMETRIX CONTROL"
2
208058.05
247143.55
5/18/2022
5/8" REBAR WITH RPC "PARAMETRIX CONTROL"
3
208156.36
247720044
5/19/2022
MAG NAIL AND WASHER "PARAMETRIX"
4
208037.02
247678.12
5/19/2022
5/8" REBAR WITH RPC "PARAMETRIX CONTROL"
5
208055.59
247859.04
5/19/2022
MAG NAIL
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MARCH 9, 2021
CHRIS ROBINSON
96451
4
3
COUNTYDESIOU'HILff ES EVVEYOR
Fi LEM BY.&'
5
Para etrix
ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES
0 lllwm
700 NE MULTNOMAH, SUITE 1000 1 PORTLAND, OR 97232
P 503.233.2400
WWW.PARAMETRIX.COM
CS 21 141
RENEWS: 12-31-2024
SE 1 /4 SECTION 29 T17S R12E WM
LEGEND
(XX.XX'RX) RECORD DATA AS NOTED
M MEASURED DISTANCE
BETWEEN MONUMENTS
O FOUND MONUMENT
NOTED IN TABLE
SET GPS STATION
RIGHT-OF-WAY
PROPERTY LINE
---- HISTORIC RW/PLAT LINE
1029
3 1 /4" Brass Disk in Case Down
0.4' "T1 7S R12E S29-S28-S32-
S33 2016 83256 PLS
DESCHUTES COUNTY
SURVEYORS OFFICE"
3/3/2023
N. 207,470.99
E. 248,268.70
OCRR 192 5
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S29 S28
S32 S33
2016
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THIS POINT BEARS
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P 503.233.2400
WWW.PARAMETRIX.COM
1014 i
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,
REVERE AVE. FOUND MONUMENTS TABLE
PT. NUMBER
NORTHING
EASTING
STATION
OFFSET
DATE
DESCRIPTION
1001
208141.99
246879.12
0+50.49
40.05' LT
5/18/2022
3/4" IP IN GRAVEL DOWN 0.51, CS 09598 R2
1002
208141.68
246972.95
1 +44.32
39.72' LT
5/18/2022
3/4" IP DOWN 0.51, CS 09598 R2
1003
208062.37
246979.49
1 +50.84
39.59' RT
5/18/2022
5/8" IR IN CL GRAVEL PATH DOWN 0.71, CS 15824
1004
208062.29
246945.12
1 +16.48
39.67' RT
5/18/2022
5/8" IR WITH OPC MUNSON & ASSOC DOWN 0.5, CS 19212 R7
1005
208062.30
246920.14
0+91.49
39.65' RT
5/18/2022
5/8" IR WITH OPC PUNCHED DOWN 0.31, CS 19212 R7
1006
208062.04
246890.08
0+61.43
39.90' RT
5/18/2022
5/8" IR WITH OPC MUNSON & ASSOC FLUSH, CS 19212 R7
1014
208563.34
247035.63
2+07.09
461.37' LT
6/6/2022
3/4" IR NO CAP IN GRAVEL DOWN 0.11, CS 12851 R5
[.1015
1208062.36
1246980.24
1 +51.59
139.60' RT
5/19/2022
5/8" IR WITH YPC ILLEGIBLE FLUSH, CS 20561 R10
ti�� "HILL" FOUND MONUMENTS TABLE
i
i
PT. NUMBER
NORTHING
EASTING
STATION
OFFSET
DATE
DESCRIPTION
1008
207972.409
246980.242
1 1 +29.57
50.00' RT
5/18/2022
5/8" IR UNDER FENCE DOWN 0.V UNKNOWN ORIGIN
1009
207822.339
246980.235
12+79.64
50.00' RT
5/18/2022
1"ALC NO MARKINGS FLUSH, CS 12851 R5
101 5
208062.362
246980.237
10+39.61
50.00' RT
1 6/6/2022
1 1 /2" ALC OR DEPT TRANS LS 1958 DOWN 0.4, CS 12851 R5
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REVERE AVE.
°p � N89 °59'17"E
do o
`(30.00' R7)
ui
30.06'M 1003
o S89°4741 "W
(90.17' R7)
90. 7 6' M
50.00' - _-_�____�__ ____________= s====�________ -i------------------
1006 (50.00' R5) F i
0 100 100 1 172 7 7 ; 70 ; 2 9 ; 8 1 7 i 6 i S i 41
24.99' M ' " REVERE A VE" 2+07.62
35. 11 M 1015 1 1 1„ 1
(25.00 R7) (35.73' R7) i i HILL 7 0f 00 00
5 4 1 3 2 11 N. 208f 101.97
E. 247, 030.26
EWEi V
77+00
IE INN] A NzR-) a H G
1008
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i VACATED ALLEY
72+00------------------------------ �
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REGISTERED
1009 PROFESSIONAL
50.00' 14 LAND SURVEYOR
(So.00.Rs) -------G°> LaV O IF----
13i 00 n(Zv-�
OREGON
�5 MARCH 9, 2021
CHRIS ROBINSON
96451
RENEWS: 12-31-2024
ALC = ALUMINUM CAP
OPC = ORANGE PLASTIC CAP
YPC = YELLOW PLASTIC CAP
IR `IRON ROD
CS COUNTY SURVEY
LS = LICENSED SURVEYOR
CL= CENTERLINE
50 25 0 50
FEET
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SE 1 /4 SECTION 29 T17S R12E WM
t3=oC1tUTES COUNTY SURVEYOA
FILED os Zs zoz3 �y, Coll�'ns
o (S89055'03 "W 294. 7 OW)
" DI V15ION ST" 6+38.21 S89056'05"ITV 294.10' CALC
N. 208,780.30 247, 780.65 NE TH U RSTON AVE
E. 0
1026
6+00 4040' N
c
4+00 29• 1 1
(11Z0 0 VISION ST•„ 2+lo 2.
50 25 illillilillililljllllIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
0 50
(203 19) (160.10'RS) O (283 19) D! ERD AVE2pg,471.29 FEET
1025 160.21'M 1011 �� NE SEA N• 780.7
40' 40, E, 247,
M (N89"5738"W 202.29' R9) o (161.89' CALC R9) '
589 °5445 T 202. 26' 7 67. 89' CAL C
M NE SEWARD AVE. M
3f00 40' 40'--------------------- LEGEND
12
(00.00' RX) RECORD DATA AS NOTED
10
-------------------------
9
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-------------------------
7
00
40'
6
57'
0
5 L-V V LF------------
7*00
4 11
0
----------------------
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09 ��p
, Yo.94 Op
NJ2
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57
a� o-----oo------ 0+30.75--- --O
SU1L,
M O O 1 (Z (120.64' R9)
O 1022 1023 1021 O 720.64' CALC 3 O�ENCROACHIL
W f----------------------------- ---- 65 ----
W I 'A
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Lu n N8 059'17 T
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W f REVERE AVE.
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ENGINEERING. PLANNING.ENVIRONMENTAL SCIENCES
700 NE MULTNOMAH, SUITE 1000 1 PORTIAND, OR 97232
P 503.233.2400
WWW.PARAMETRIX.COM
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Doc. No.
2007
28799
Q� NE SEWERD AVE. FOUND MONUMENTS TABLE
J
co
M MEASURED DISTANCE
BETWEEN MONUMENTS
O FOUND MONUMENT
NOTED IN TABLE
SET GPS STATION
RIGHT-OF-WAY
PROPERTY LINE
- - - - HISTORIC R/W OR PLAT
LINE
IR = IRON ROD
YPC = YELLOW PLASTIC CAP
ALC = ALUMINUM CAP
CS = COUNTY SURVEY
PT. NUMBER
NORTHING
FASTING
STATION
OFFSET
DATE
DESCRIPTION
1011
208501.26
1247740.78
11 +62.20
30.00' L
5/19/2022
5/8" IR IN CONC DOWN 0.05', CS 20561 R10
1025
247578.57
1208501.26
0+00.00
29.75' L
6/16/2022
5/8" IR WITH YPC AXIS MAPPING DOWN 0.5' CS 19272 R12
DIVISION ST. FOUND MONUMENTS TABLE
PT. NUMBER
NORTHING
EASTING
STATION
OFFSET
DATE
DESCRIPTION
1011
208501.26
247740.78
3+59.19
40.00' LT
5/19/2022
5/8" IR IN CONC DOWN 0.05', CS 20561 R10
1012
208142.09
247780.94
0+00.00
0.00'
5/19/2022
5/8" IR WITH YPC ILLEGIBLE FLUSH, CS 20561 Rio
1026
208750.31
247740.14
6+08.24
40.52' LT
6/16/2022
5/8" IR WITH YPC AXIS MAPPING UP 0.2', CS 19272 R12
REVERE AVE. FOUND MONUMENTS TABLE
PT. NUMBER
NORTHING
EASTING
STATION
OFFSET
DATE
DESCRIPTION
1012
208142.09
247780.94
9+52.32
39.96' LT
6/6/2022
5/8" IR WITH YPC ILLEGIBLE, CS 20561 R10
1021
208142.08
247595.30
7+66.67
39.99' LT
6/6/2022
5/8" IR WITH YPC "HWA" FLUSH, CS 17276 R6
1022
208142.07
247514.19
6+85.57
40.00' LT
6/6/2022
1 1 /2" ALC OR DEPT TRANS LS 1958" DOWN 0.4', CS 12851 R5
1023
208141.99
247525.29
6+96.66
39.92' LT
6/6/2022
1" IP DOWN 0.7' AGAINST TREE ROOT, CS 08097 RI
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MARCH 9, 2021
CHRIS ROBINSON
96451
RENEWS: 12-31-2024