HomeMy WebLinkAboutSurvey 20386ELKHORN STREET MONUMENT TABLE
POINT #
ALIGNMENT
STATION
OFFSET
NORTHING
EASTING
ELEVATION
DESCRIPTION
SURVEY
1396
E
9+48.57
0.00' LT
375104.62
3289820.36
3783.4
FD 3/4" IP, FLUSH
CS12189
1397
E
9+48.32
11.59' LT
375105.63
3289808.82
3783.4
FD 3/4" IP, FLUSH
CS12189
1807
E
0+00
0.00'
374254.16
3289474.83
3794.8
FD 3/4" IP, FLUSH
CS14048
1808
E
0+41.73
41.65' RT
374271.34
3289529.03
3795.6
FD 3/4" IP, FLUSH
CS14048
1809
E
0+53.18
30.05' RT
374285.92
3289524.15
3794.9
FD 3/4" IP W/UNREADABLE YPC, FLUSH
CS14048
1810
E
1 +43.95
0.00'
374370.64
3289557.05
3794.6
FD 3/4" IP, FLUSH
CS14048
1811
E
1 +40.20
15.02' LT
374379.36
3289544.24
3793.8
FD 1/2" IP, FLUSH
CS14048
1812
E
1 +43.93
29.96' LT
374393.22
3289537.36
3795.0
FD 1/2" IP W/YPC MKD "POVEY", FLUSH
CS14048
1813
E
2+06.87
14.94' RT
374404.41
3289613.11
3795.3
FD 1/2" IP W/YPC MKD "POVEY", FLUSH
CS14048
1814
E
2+07.10
15.00' LT
374424.82
3289591.21
3795.3
FD 1/2" IP, FLUSH
CS14048
1815
E
2+33.66
30.03' LT
374453.86
3289596.64
3796.8
FD 1/2" IP W/YPC MKD "POVEY", FLUSH
CS14048
1816
E
2+72.83
0.00'
374464.81
3289644.77
3797.0
FD 3/4" IP, FLUSH
CS14048
1817
E
2+72.81
14.96' RT
374455.23
3289656.26
3796.5
FD 1/2" IP W/YPC MKD "POVEY", FLUSH
CS14048
1818
E
2+33.59
0.00'
374434.62
3289619.70
3796.2
FD 3/4" IP, FLUSH
CS14048
1819
E
3+31.72
14.93' RT
374503.38
3289692.56
3796.1
FD 1/2" IP, FLUSH
CS14048
1820
E
3+48.31
14.85' LT
374533.68
3289676.94
3795.7
FD 1/2" IP W/YPC MKD "POVEY", FLUSH
CS14048
1821
E
3+90.52
15.07' RT
374554.51
3289724.28
3794.4
FD 1/2" IP W/YPC MKD "POVEY", FLUSH
CS14048
1822
E
6+41.58
0.06' RT
374799.46
3289786.87
3788.0
FD 3/4" IP W/YPC MKD "POVEY", FLUSH
CS12189
*NOTE:ALL MONUMENTS IN PAVED AREAS WERE HAMMERED DOWN TO THE ELEVATION SHOWN.
NARRATIVE
THE PURPOSE OF THIS SURVEY, PERFORMED AT THE
REQUEST OF THE CITY OF BEND, IS TO
PRESERVE AND PERPETUATE THE
LOCATIONS
OF EXISTING MONUMENTS DURING STREET REPAVING
IN ACCORDANCE WITH ORS 209.155.
UPON CONSULTATION WITH THE
DESCHUTES
COUNTY SURVEYOR, IT WAS DECIDED THAT
WHEN WE RECOVERED MONUMENTS BEFORE
THE GRIND INLAY/OVERLAY, THAT
WE WOULD
HAMMER DOWN THE MONUMENTS A FEW TENTHS OF A FOOT INTO THE PAVEMENT, SO
THE MONUMENTS WOULD NOT BE
DISTURBED
DURING THE REPAVING. AFTER PAVING WAS
COMPLETED, S&F VERIFIED THE MONUMENT
POSITIONS BY STAKING OUT EACH
MONUMENT
AND SEARCHING WITH A METAL DETECTOR,
NOTING THE CUT IN ELEVATION FROM THE ORIGINAL MEASUREMENT. FOUND
CENTERLINE
MONUMENTS ARE BURIED UNDER A LIFT OF
NEW ASPHALT.
WE RESEARCHED ALL OF THE SURVEYS OF RECORD WITHIN THE LIMITS OF THIS PROJECT TO DETERMINE WHERE RECORD MONUMENTS
FELL WITHIN THE EXISTING PAVEMENT. MONUMENTS WERE VISITED IN APRIL 2020, AND ROAD REPAVING WAS COMPLETED AUGUST
2020.
NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF THESE MONUMENTS RELATIVE TO ANY RECORD PROPERTY LINES OTHER
THAN THE LOCATION AT WHICH THEY WERE FOUND AND TIED OR REPLACED. THE PLATS AND ROADS SHOWN WERE NOT RETRACED,
AND THE CENTERLINES AND STATIONING SHOWN ARE FOR SHOWING THE RELATIONSHIP OF MONUMENTS TO EACH OTHER, AND ARE
NOT TO BE CONSIDERED DEFINITIVE RETRACEMENTS OF THOSE PLATS AND ROADS.
THIS SURVEY IS ONE OF A NUMBER OF SIMILAR SURVEYS COMPLETED BY S&F CONCURRENTLY FOR ROAD REPAVING PROJECTS
ACROSS THE CITY OF BEND.
BASIS OF BEARINGS/HORIZONTAL DATUM:
BEARINGS AND COORDINATES ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), PUBLISHED BY THE
DESCHUTES COUNTY SURVEYOR. HORIZONTAL DATUM IS NAD83(91), WHICH WAS OBTAINED THROUGH A MOLODENSKY
TRANSFORMATION OF NAD83(2011) GPS OBSERVATIONS FROM THE ORGN BASE STATION 'BNDM'. COORDINATES OBTAINED
FROM THE COCS ARE GROUND COORDINATES, AND DISTANCES ARE INTERNATIONAL FEET.
PROCEDURE/ EQUIPMENT:
FIELDWORK PERFORMED APRIL, 2020. REAL-TIME KINEMATIC (RTK) OBSERVATIONS (COLLECTED USING TRIMBLE R10 &
R8 GNSS RECEIVERS) AND TRAVERSE DATA (COLLECTED USING A TRIMBLE S7 TOTAL STATION) WERE ADJUSTED USING
THE LEAST SQUARES METHOD IN TRIMBLE BUSINESS CENTER (TBC); THE RESULTING RELATIVE ACCURACY IS IN
CONFORMANCE WITH THE PRINCIPLES STATED IN O.R.S. 92.050. DATA WAS REDUCED TO GROUND MEASUREMENTS. SEE
"BASIS OF BEARINGS/ HORIZONTAL DATUM" FOR SCALE FACTOR AND COORDINATE SYSTEM DETAILS.
CONTROL TABLE
POINT #
NORTHING
EASTING
ELEVATION
DESCRIPTION
726
374238.46
3289433.67
3794.2
SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL"
727
374593.74
3289759.74
3793.8
SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL"
728
375132.57
3289851.27
3783.2
SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL"
CURVE TABLE
CURVE #
DELTA
RADIUS
LENGTH
CHORD
CHORD LEN
C1
27°29'32"
300.00'
143.95'
S35013'09"W
142.57'
(R1)
(27°29'35")
(300.00')
(143.95')
(S35°15'06"W)
(142.58')
C2
9° 1 O' 18"
560.00'
89.64'
N44°23'42"E
89.55'
(R1)
(9.1 O' 13")
(560.00')
(89.63')
(N44"24'47"E)
(89.53')
C3
14°56'23"
630.00'
164.27'
N32° 14'36"E
163.81 '
(R2)
(14°56'24")
(630.00')
(164.27')
(S32°21 '28"W)
(163.81 ')
C4
18°35'35"
630.00'
204.44'
N 15'34'20"E
203.54'
(R2)
(18-35'35")
(630.00')
(204.44')
(N15°35'28"E)
(203.55')
LINE TABLE
LINE #
BEARING
DISTANCE
L1
N39°42'47"E
39.24'
(R1)
(N39°49'40"E)
(39.28')
L50
N 6° 16' 32"E
307.10'
(R2)
(N6° 17'41 "E)
(307.08')
LEGEND:
X/ SET CONTROL AS NOTED IN CONTROL TABLE
OO FOUND MONUMENT AS NOTED IN MONUMENT TABLE
W/YPC WITH YELLOW PLASTIC CAP
FD FOUND
IR IRON ROD
MKD MARKED
IP IRON PIPE
REFERENCE SURVEYS:
-
14
15 I
00
N
_ r
39 POWERS
'E' 9+48.64 PI-/ 39 R D
3 1
13
PAP -
J
30' 2
12
I I I
11 3 I
Q� ' 6+41.54 PT
F- 4
� 159 O 82
10
147
Q � � 5
\� 6 161 F4x3, 8 0 \
\ 164 �j ,ytp \ .10
Q' 162 t, 7
i NA�'y�� \
Q-
�0 'y�o - 163 \
\ 166
\i� 9
\ Ilk,
T
148 `
(R1) CS14048 - ELKHORN ESTATES PHASES 14 15 AND 16 ` 167 -'x \ 81 / \
R2 CS12189 - ELKHORN ESTATES PHASE 1, 2, & 3 \ ��?' \ 81
1 \ .off 82 81 OO 81 \ 179
i 0 /
100, 0 50' 100' 200'
SCALE: 1" = 100'
' REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JUNE 08, 2009
MATTHEW J. FAULKNER
75618LS
RENEWS: 12/31 /21
RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION
ELKHORN STREET
LOCATED IN THE NORTHWEST 1 /4 OF THE SOUTHWEST 1 /4 OF SECTION 8,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
81
\ \ � 185 81
1188
90 \ O
'F
0+00 \ v
00 eFG
�N o
CLIFFROSE 8
DR. )4�726 80
I-
192 1 189 -1 187
521 NW HARRIMAN ST.
BEND, OR 97703
541-797-0954
� 183 \
176
175
/ �0'
80 184 -�
O
62
O \
Calc. By: HTF
Date: 08/27/20
Proj No: 2020-157-02
www.sflands.com I SHEET 1 OF 1
N
0
w
00
cm
CS 2 0 3 8 6 � DESCHUTES COUNTY SURVEYOR
FILED iz/7 l20.20 By.*�U