HomeMy WebLinkAboutSurvey 20704NARRATIVE
SIMPSON AVE
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I N04'35'31 "E 30.26' (R2)
LOT 11 \
90
CY: 6+71.07 PRC
90
MATCH LINE A
REFERENCE SURVEYS:
(R1) CS12625 - COLORADO POINT BUSINESS PARK
(R2) CS12991 - SHEVLIN CENTER, PHASE THREE
LEGEND:
SET CONTROL AS NOTED IN CONTROL TABLE
Q FOUND MONUMENT AS NOTED IN MONUMENT TABLE
W/YPC WITH YELLOW PLASTIC CAP
ALUM ALUMINUM
FD FOUND
IR IRON ROD
MKD MARKED
FOUND MONUMENT NO.
Q SET 1-3/16" BERNTSEN BRASS DISK MKD
"SF LAND SERVICES"
SEE SHEET 2 FOR:
LINE TABLE
CURVE TABLE
CONTROL TABLE— DONOVAN & 13TH PLACE
DONOVAN AVE
13TH PLACE
SEE SHEET 3 FOR:
MONUMENT TABLE — DONOVAN & 13TH PLACE
CONTROL TABLE — EMKAY
SEE SHEET 4 FOR:
MONUMENT TABLE — CYBER & EMKAY
CONTROL TABLE — CYBER
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 2021, AND ROAD REPAVING WAS
COMPLETED JULY 2021.
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:
50' 0 25' 50, 100, 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
SCALE: 1" = 50' THE COCS ARE GROUND COORDINATES, AND DISTANCES ARE INTERNATIONAL FEET.
MATCH LINE A
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30' 1
30'
LOT 10 0
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v
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rnm
0
„v
T f
m
CY: 9+16.09 PT
90 191
n
815
S03'42'05"W 32.49'
NO3`45'31 "E 32.57' (R2)
0
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w
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0
LOT 13 +
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w
PROCEDURE/EQUIPMENT:
FIELDWORK PERFORMED APRIL, 2021. REAL—TIME KINEMATIC (RTK) OBSERVATIONS (COLLECTED USING TRIMBLE R10 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.
t
� Sy
1 LOT 1
OR oV�iN
LOT 2 —
LOT 3
814 C 6
07
91
-0 —E. 0+56.0
RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION
EMKAY DRIVE, CYBER DRIVE, 13TH PLACE AND DONOVAN AVE.
LOCATED IN THE NORTHWEST 1 /4 OF THE SOUTHEAST 1 /4 AND THE SOUTHEAST 1 /4 OF THE NORTHEAST 1 /4 OF
SECTION 6, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
901 NW CARLON AVE. SUITE 3
BEND, OR 97703 www.sflands.com
541-797-0954 matt.faulkner@sflands.com
N70'47'24"W 56.03'
N70'44' 12"W 56.03' (R2)
RENEWS: 12/31 /21
Calc. By: HTF
Date: 10/04/21
Proj No: 2020-157-03
SHEET 1 OF 4
w
0
CURVE TABLE
CURVE #
DELTA
RADIUS
LENGTH
CHORD
CHORD LEN
Cl
5`33'50"
1000.00'
97.11'
S6`41'45"W
97.07'
(R2)
5`33'50"
1000.00'
97.1 1'
N6`45'1 1 "E
97.07'
C2
13"50'08"
1000.00'
241.48'
S10`49'54"W
240.89'
(R2)
13'50'08"
1000.00'
241.48'
N10°53'20"E
240.89'
C3
13' 12'53"
250.00'
57.66'
N 1 1'08'32"E
57.53'
(R2)
13' 12'53"
250.00'
57.66'
N 11 ° 1 1 '57"E
57.53'
C4
37°46'35"
250.00'
164.83'
N14*21'12"W
161.86'
(R2)
37`46'35"
250.00'
164.83'
N 14* 17'47"W
161.86'
C5
36°56'35"
380.00'
245.02'
N 14*46' 12"W
240.79'
(R2)
36'56'35"
380.00'
245.02'
N 14°42'47"W
240.79'
C6
20'43'50"
265.25'
95.97'
N81'09'19"W
95.45'
(R2)
20°43'50"
265.25'
95.97'
S81'06'07"E
95.45'
C7
18' 16'30"
425.00'
135.56'
S79°20'31 "W
134.98'
(R2)
18` 16'30"
425.00'
135.56'
N79°23'43"E
134.98'
C8
24° 16'32"
750.00'
317.77'
S82`20'32"W
315.39'
(R2)
24' 16'32"
750.00'
317.77'
N82°23'44"E
315.40'
C9
0`46'29"
300.00'
4.06'
N85'54'26"W
4.06'
(R2)
0`46'29"
300.00'
4.06'
N85°51'14"W
4.06'
C 10
7*55' 16"
300.00'
41.47'
S89`44'41 "W
41.44'
C11
8°30'02"
185.00'
27.45'
N67'04'56"W
27.42'
(R1)
8`30'02"
185.00'
27.45'
N67`02'03"W
27.42'
C12
4'30'05"
500.00'
39.28'
N73`34'59"W
39.27'
(R1)
4`30'05"
500.00'
39.28'
S73'32'07"E
39.27'
C13
19"53'40"
250.00'
86.81'
N32"15'53"E
86.37'
(R1)
19°53'40"
250.00'
86.81'
N32'18'50"E
86.37'
C 14
19' 15'33"
250.00'
84.03'
N 12`41 ' 17"E
83.64'
(R 1)
19' 15'33"
250.00'
84.03'
N 12*44' 14"E
83.64'
t r
REGISTERED
PROFESSIONAL
LAND SURVEYOR
10
i' a -
OREGON
JUNE 08, 2009
MATTHEW J. FAULKNER
75618LS
RENEWS: 12/31 /21
LINE TABLE
LINE #
BEARING
DISTANCE
L1
N75°50'02"W
38.81'
(R 1)
N75°47'09"W
38.81 '
L2
N22` 19'03"E
65.79'
(R1)
S22`22'00"W
65.79'
L3
N22` 19'03"E
62.04'
(R1)
S22"22'00"W
62.04'
L4
N3°03'30"E
49.06'
(R1)
N3`06'27"E
49.06'
50' 0 25' 50' 100'
SCALE: 1" = 50'
LIL
HUTES COUNTY SURVEYOR
j zz/zoz/ ElY: �
DONOVAN CONTROL TABLE
POINT #
ALIGNMENT
STATION
OFFSET
NORTHING
EASTING
ELEVATION
DESCRIPTION
820
D
0+08.80
24.65 LT
380129.05
3287762.83
3689.8
SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL"
821
D
2+00.14
19.18 RT
380246.72
3287605.80
3686.1
SET 5/8" IR W/RPC MKD "S&F LANDS CONTROL"
13TH PLACE CONTROL TABLE
POINT #
ALIGNMENT
STATION
OFFSET
NORTHING
EASTING
ELEVATION
DESCRIPTION
821
13TH
1 +69.77
31.22 LT
380246.72
3287605.80
3686.1
SET 5/8" IR W/RPC MKD "S&F LANDS CONTROL"
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LOT 4
1 ( LOT 8
13TH: 3+47.73 END
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13TH: 2+98.67 PT I /
-F 92 LOT 9
-D: 3+60.38 PT
13TH: 2+ 14.64 PC
(so j .4 VC 92 C
cl?
LOT 3
92
o�
6 821
79,
5 4� o9,p, �'w 7>9
2�p
93
13TH: 1 +52.60 PI---
(13
937 0�
o) cry
� �
13TH: 0+86.81 PT
A
,7 a
O1,--,+,
xR<<90/n"
G
� 93
LOT 2
RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION
EMKAY DRIVE, CYBER DRIVE, 13TH PLACE AND DONOVAN AVE.
LOCATED IN THE NORTHWEST 1 /4 OF THE SOUTHEAST 1 /4 AND THE SOUTHEAST 1 /4 OF THE NORTHEAST 1 /4 OF
SECTION 6, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
901 NW CARLON AVE. SUITE 3
BEND, OR 97703
541-797-0954
30
,3p • �% \ \, / LOT 11
\ j
92 \
LOT 10
92
28.19'�0 92
28.15 km 1)
� 93 \ �
-D: 1 + 14.44 PC
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Fr4 74 4
D: 0+00 BEGIN
LOT 1
www.sflands.com
Calc. By: HTF
Date: 10/04/21
Proj No: 2020-157-03
SHEET 2 OF 4
(a;5'" 2 0 7 0 4 -
DONOVAN AVE MONUMENT TABLE
POINT #
ALIGNMENT
STATION
OFFSET
NORTHING
EASTING
ELEVATION
DESCRIPTION
SURVEY
FD 5/8" IR
1922 **
D
-
-
380173.55
3287795.62
3689.5
W/YPC MKD
CS 12625
"WH PACIFIC"
FD 5/8" IR
1923
D
0+00
0.00
380146.97
3287781.91
3688.8
W�ILLEGIBLE
CS12625
2 ALUM
CAP
FD 5/8" I R
* *
1927
D
1 +98.13
29.90 RT
380256.23
328761 1.13
3686.6
W/YPC MKD
CS12625
"WH PACIFIC"
FD 5/8" IR
1928
D
1 +38.65
29.92 RT
380237.01
3287667.97
3688.4
W/YPC MKD
CS12625
"WH PACIFIC"
1929
D
1 + 14.47
29.98 RT
380225.91
3287693.76
3689.1
FD 5/8" I R
CS12625
FD 5/8" IR
1930
D
1 +14.50
0.07 LT
380199.19
3287680.01
3688.9
W�ILLEGIBLE
CS12625
2 ALUM
CAP
FD 5/8" IR
1931
D
1 +41.92
0.02 LT
380209.89
3287654.81
3688.2
W�ILLEGIBLE
CS12625
2 ALUM
CAP
FD 5/8" IR
1932
D
1 +70.06
0.05 LT
380218.87
3287628.14
3687.3
W/ILLEGIBLE
CS12625
2" ALU M
CAP
FD 5/8" IR
1933
D
1 +14.42
29.96 LT
380172.56
3287666.44
3689.4
W/YPC MKD
CS12625
"WH PACIFIC"
FD 5/8" IR
1934**
D
2+01.96
29.90 LT
380200.81
3287588.36
3686.4
W/YPC MKD
CS12625
"WH PACIFIC"
FD 5/8" IR
1938
D
3+60.41
0.00 RT
380278.38
3287447.36
3674.7
W/ILLEGIBLE
CS12625
2 ALUM
CAP
FD 5/8" IR
1939
D
3+60.50
30.00 LT
380249.31
3287439.93
3675.9
W/YPC MKD
CS12625
"WH PACIFIC"
*NOTE:ALL MONUMENTS IN PAVED AREAS WERE HAMMERED DOWN TO THE ELEVATION SHOWN.
**NOTE:ORIGINAL MONUMENT DESTROYED AND REPLACED WITH A 1-3/16" BERNTSEN DISK MKD "SF LAND SERVICES"
13TH PLACE MONUMENT TABLE
POINT #
ALIGNMENT
STATION
OFFSET
NORTHING
EASTING
ELEVATION
DESCRIPTION
SURVEY
FD 5/8" IR
1924
13TH
2+98.66
0.00 LT
380357.95
3287670.08
3685.E
W/ILLEGIBLE
CS12625
2 ALUM
CAP
FD 5/8" IR
1925
13TH
2+14.55
0.05 RT
380276.26
3287651.72
3686.5
W/ILLEGIBLE
CS12625
2 ALUM
CAP
1926
13TH
2+ 14.57
29.92 LT
380287.67
3287624.01
3686.7
FD 5/8" IR
CS 12625
FD 5/8" IR
1927**
13TH
1 +80.60
29.90 LT
380256.23
328761 1.13
3686.6
W/YPC MKD
CS12625
"WH PACIFIC"
FD 5/8" IR
1928
13TH
1 +84.40
29.99 RT
380237.01
3287667.97
3688.4
W/YPC MKD
CS12625
"WH PACIFIC"
1929
13TH
1 +83.93
58.05 RT
380225.91
3287693.76
3689.1
FD 5/8" IR
CS12625
FD 5/8" IR
1930
13TH
1 +53.99
55.49 RT
380199.19
3287680.01
3688.9
W/ILLEGIBLE
CS12625
2 ALU M
CAP
FD 5/8" IR
1931
13TH
1 +54.32
28.10 RT
380209.89
3287654.81
3688.2
W/ILLEGIBLE
CS12625
2 ALU M
CAP
FD 5/8" IR
1932
13TH
1 +52.50
0.02 RT
380218.87
3287628.14
3687.3
W/ILLEGIBLE
CS12625
2 ALU M
CAP
FD 5/8" IR
1933
13TH
1 +24.20
53.04 RT
380172.56
3287666.44
3689.4
W/YPC MKD
CS12625
"WH PACIFIC"
FD 5/8" IR
1934**
13TH
1 +20.68
29.92 LT
380200.81
3287588.36
3686.4
W/YPC MKD
CS12625
"WH PACIFIC"
FD 5/8" IR
1935
13TH
0+86.78
29.86 LT
380169.43
3287575.54
3687.4
W/YPC MKD
CS12625
"WH PACIFIC"
FD 5/8 IR
1936
13TH
0+86.71
0.01 RT
380158.02
3287603.14
3687.3
W/2" ALUM
CS12625
CAP MKD
"WH PACIFIC"
FD 5/8 IR
1937
13TH
0+00
0.00
380085.08
3287557.06
3688.4
W/2" ALUM
CS12625
CAP MKD
"WH PACIFIC"
*NOTE:ALL MONUMENTS IN PAVED AREAS WERE HAMMERED DOWN TO THE ELEVATION SHOWN.
**NOTE:ORIGINAL MONUMENT DESTROYED AND REPLACED WITH A 1-3/16" BERNTSEN DISK MKD "SF LAND SERVICES"
EMKAY DRIVE CONTROL TABLE
POINT #
ALIGNMENT
STATION
OFFSET
NORTHING
EASTING
ELEVATION
DESCRIPTION
813
E
0+44.30
27.05 RT
381160.22
3289597.54
3647.4
SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL"
814
E
2+90.07
18.18 RT
381144.52
3289342.13
3653.8
SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL"
815
E
6+50.86
22.28 RT
381 108.54
3288990.89
3667.2
SET MAGNAIL & 1-1/2" WASHER MKD "S&F LANDS CONTROL"
RECORD OF CENTERLINE
EMKAY DRIVE,
LOCATED IN THE NORTHWEST 1 /4 OF
SECTION 6, TOWNSHIP 18 SOUTH, RANGE
MONUMENTS
POTENTIALLY
AFFECTED BY
CONSTRUCTION
CYBER DRIVE,
13TH PLACE
AND DONOVAN
AVE.
THE SOUTHEAST 1 /4 AND THE SOUTHEAST 1 /4 OF THE NORTHEAST 1 /4 OF
12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
FRLEDESICD
HUTES COMM," SURVEYOR
iZ Z zoz� BY: 0uP!�no
901 NW CARLON AVE. SUITE 3
BEND, OR 97703
www.sfiands.com
" REGISTERED
PROFESSIONAL
LAND SURVEYOR
00
OREGON
JUNE 08, 2009
MATTHEW J. FAULKNER
75618LS
RENEWS: 12/31 /21
Calc. By: HTF
Date: 10/04/21
Proj No: 2020-157-03
SHEET 3 OF 4
oa
0
d
CYBER DRIVE MONUMENT TABLE
POINT #
ALIGNMENT
STATION
OFFSET
NORTHING
EASTING
ELEVATION
DESCRIPTION
SURVEY
FD 5/8" IR
1900
CY
9+16.06
0.00 RT
381118.96
3289036.02
3664.8
W�ILLEGIBLE
CS12991
2 ALUM
CAP
FD 5/8" I R
1901
CY
6+71.09
0.07 LT
381351.79
3288974.70
3666.1
W/ILLEGIBLE
CS12991
2 ALUM
CAP
1902
CY
6+71.06
29.98 RT
381335.35
3288949.55
3666.2
»
FID 5/8DN 0. 0' IR
CS12991
FD 5/8" IR
1903
CY
6+71.06
30.08 LT
381368.27
3288999.78
3665.1
W/ILLEGIBLE
CS12991
YPC
FD 5/8" IR
1904
CY
5+06.26
0.05 LT
381508.56
3288934.56
3664.8
W/ILLEGIBLE
CS12991
2" ALUM
CAP
FD 5/8" IR
1905
CY
4+75.97
0.01 LT
381538.76
3288936.91
3664.1
W/ILLEGIBLE
CS12991
2" ALUM
CAP
FD 5/8" IR
1906
CY
4+18.31
0.02 RT
381595.21
3288948.00
3662.4
W�ILLEGIBLE
CS12991
2 ALUM
CAP
1907
CY
1 +76.83
0.01 RT
381831.80
3288993.28
3653.5
FD 5/8" IR
CS12991
FD 5/8" IR
1908
CY
0+79.74
0.00
381928.20
3289004.60
3649.8
W/ILLEGIBLE
CS12991
2" ALUM
CAP
FD 5/8" IR
1915
CY
9+16.06
30.10 LT
381117.02
3289066.06
3663.8
,W/YPC MKD��
WH PACIFIC
CS12991
DOWN 0.20'
*NOTE:ALL MONUMENTS IN PAVED AREAS WERE HAMMERED DOWN TO THE ELEVATION SHOWN.
EMKAY ROAD MONUMENT TABLE
POINT #
ALIGNMENT
STATION
OFFSET
NORTHING
EASTING
ELEVATION
DESCRIPTION
SURVEY
FD 5/8" IR
1900
E
6+09.43
32.52 RT
381118.96
3289036.02
3664.8
W�ILLEGIBLE
CS12991
2 ALUM
CAP
FD 5/8" 1 R
1909
E
0+55.94
29.96 LT
381110.21
3289567.79
3649.1
W/ILLEGIBLE
CS12991
YPC
FD 5/8" IR
1910
E
0+56.03
0.00
381138.53
3289577.57
3647.6
W�ILLEGIBLE
CS12991
2 ALUM
CAP
FD 5/8" IR
1911
E
1 +51.99
0.02 LT
381 153.19
3289483.26
3649.7
W/ILLEGIBLE
CS12991
2" ALUM
CAP
FD 5/8" IR
1912
E
2+87.59
0.01 RT
381128.24
3289350.57
3653.5
W/ILLEGIBLE
CS12991
2" ALUM
CAP
FD 5/8" IR
1913
E
2+87.52
29.95 LT
381100.08
3289360.77
3654.3
W/ILLEGIBLE
CS12991
YPC
FD 5/8" IR
1914
E
2+87.45
30.06 RT
381156.57
3289340.53
3653.1
W/YPC MKD
CS12991
"WH PACIFIC"
FD 5/8" IR
1915
E
5+78.61
32.44 RT
381117.02
3289066.06
3663.8
W/YPC MKID
CS12991
WH PACIFIC
DOWN 0.20'
*NOTE:ALL MONUMENTS IN PAVED AREAS WERE HAMMERED DOWN TO THE ELEVATION SHOWN.
CYBER DRIVE CONTROL
TABLE
POINT #
ALIGNMENT
STATION
OFFSET
NORTHING
EASTING
ELEVATION
DESCRIPTION
810
CY
6+99.92
18.11
LT
381335.81
3289005.37
3666.2
SET
MAGNAIL
&
1-1/2"
WASHER
MKD
"S&F
LANDS
CONTROL"
811
CY
4+13.27
18.06
LT
381594.59
3288966.77
3662.7
SET
MAGNAIL
&
1-1/2"
WASHER
MKD
"S&F
LANDS
CONTROL"
812
CY
2+92.47
18.40
LT
381713.78
3288996.84
3658.2
SET
MAGNAIL
&
1-1/2"
WASHER
MKD
"S&F
LANDS
CONTROL"
815
CY
9+29.37
44.37
RT
381 108.54
3288990.89
3667.2
SET
MAGNAIL
&
1-1/2"
WASHER
MKD
"S&F
LANDS
CONTROL"
RECORD OF CENTERLINE
EMKAY DRIVE,
LOCATED IN THE NORTHWEST 1 /4 OF
SECTION 6, TOWNSHIP 18 SOUTH, RANGE
MONUMENTS
POTENTIALLY
AFFECTED BY
CONSTRUCTION
CYBER DRIVE,
13TH PLACE
AND DONOVAN
AVE.
THE SOUTHEAST 1 /4 AND THE SOUTHEAST 1 /4 OF THE NORTHEAST 1 /4 OF
12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
DESCHUTF.S COUNT' SURVEYOR
FiLran BY: �
901 NW CARLON AVE. SUITE 3
BEND, OR 97703
www.sflands.com
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JUNE 08, 2009
MATTHEW J. FAULKNER
75618LS
RENEWS: 12/31 /21
Calc. By: HTF
Date: 10/04/21
Proj No: 2020-157-03
SHEET 4 OF 4
CS20704-
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