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o YELLOW RIBBON DRIVE (60') 7171 z _ — _ z
X IN MANHOLE — — — — rq
N 40' LID SFNF � � � � —� _ � ( �— � D
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76
LOT LINE
ADJUSTMENT
LL-98-280
7 60 o
13 I°- I I I 118 I I I I I I I I I I I w
Q
—
D
Q 22 23 I 24 I 25 I 26I I N
+14 1612021 2728 +N12 O 6'
OUP-
7151�9Q 6 Q
O SEE 11 ([apt/
L I 4 7—4OI"I
U DETAIL
'Y' 13+98.78 PC2 L5
714 _K L6 YELLOW RIBBON DRIVE
RIVE I► ® —°(I 7-64704—
'II
)II
7
i �74
<- �*- —
L4O 7SEE 60 74 321�DETAILI 7A\ A\
76 'Y' 13+20.24 PC 1 �ti�`�w 2930 31 1 34 35 36 37 38
2 3 4 5 6 9 10 w, 330, 8 -f I OOi '
I { { I
DETAIL 1"=50'
13
Li Q
> Q I 14 I 15
12 i 3: A I F.
11 I x _ j •
O
13+98.78 PT 75 � � C2 75 YELLOW
75 � 75 RIBBON �
� o DRIVE
75
L4 O� —}— T— —
76 Y' 13+20.24 PC
2 I 3 i 4 i 5 i 6 i 7
100, 0 50' 100' 200'
SCALE: 1" = 100'
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 MAY 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) CPS 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 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.
REFERENCE SURVEYS:
(R1)
CS11871 -
OAK TREE, PHASE I
(R2)
CS12207
- OAK TREE, PHASE II
(R3)
CS13072
- OAK TREE, PHASE III
(R4)
CS14823
- VIEWS AT OAK TREE,
PHASE II
(R5)
CS17029
- VIEWS AT OAK TREE,
PHASES III-V
(R6)
CS13462
- LL-98-280
(R7)
CS14524
- VIEWS AT OAK TREE,
PHASE I
(R8)
CS13611 -
PARTITION PLAT 1999-14
LEGEND:
�E SET CONTROL AS NOTED W CONTROL TABLE
OO FOUND MONUMENT AS NOTED IN
MONUMENT TABLE
W/YPC WITH YELLOW PLASTIC CAP
FD FOUND
IR IRON ROD
MKD MARKED
DN DOWN
SFNF SEARCHED FOR AND NOT FOUND
(::D
BLOCK NUMBER
XX FOUND MONUMENT N0.
SEE SHEET 2 FOR:
LINE TABLE
CURVE TABLE
CONTROL TABLE
MONUMENT TABLE DESCHUTES COUNTY SURVEYOR
FILED 12-7 Z020 gy; Dunk9l6
RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION
YELLOW RIBBON DRIVE
LOCATED IN THE NORTHWEST 1 /4 OF THE SOUTHWEST 1 /4 AND THE NORTHEAST 1 /4 OF THE SOUTHWEST 1 /4 OF
SECTION 26, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
521 NW HARRIMAN ST.
BEND, OR 97703
541-797-0954
www.sflands.com
11�04 (uosw?
ell REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JUNE 08, 2009
MATTHEW J. FAULKNER
75618LS
RENEWS: 12/31 /21
Calc. By: HTF
Date: 09 /23/20
Proj No: 2020-157-02
SHEET 1 OF 2
N-1,
Q
to
ab
40
CS 20 38 5
YELLOW RIBBON DR.
MONUMENT
TABLE
POINT #
ALIGNMENT
STATION
OFFSET
NORTHING
EASTING
ELEVATION
DESCRIPTION
SURVEY
1743
Y
21 +63.28
29.97'
LT
391048.84
3307303.02
3550.4
FD
5/8"
IR
W/YPC MKD "BAXTER",
FLUSH
CS14823
1744
Y
23+28.04
29.98'
LT
391049.27
3307467.78
3551.0
FD
5/8"
IR
W/YPC MKD "BAXTER",
FLUSH
CS14823
1745
Y
23+27.82
0.00'
391019.30
3307467.64
3550.5
FD
5/8"
IR
W/YPC MKD "BAXTER",
FLUSH
CS14823
1746
Y
22+33.90
30.02'
RT
390989.03
3307373.80
3550.3
FD
5/8"
IR
W/YPC MKD "BAXTER",
FLUSH
CS17029
1747
Y
21 +78.90
30.06'
RT
390988.84
3307318.80
3550.4
FD
5/8"
IR
W/YPC MKD "BAXTER",
FLUSH
CS17029
1748
Y
22+ 18.16
29.98'
LT
391048.98
3307357.90
3549.9
FD
5/8"
IR,
DOWN 0.20'
CS 14823
1749
Y
18+23.86
30.01'
RT
390987.96
3306963.76
3552.0
FD
5/8"
IR,
DOWN 0.10'
CS17029
1750
Y
18+69.54
30.25'
LT
391048.33
3307009.29
3551.6
FD
5/8"
IR
W/YPC MKD "BAXTER",
FLUSH
CS14823
1751
Y
17+93.97
0.03'
RT
391017.86
3306933.79
3552.1
FD
5/8"
IR,
FLUSH
CS14823
1752
Y
15+42.43
29.98'
LT
391047.21
3306682.17
3550.8
FD
5/8"
IR
W/YPC MKD "BAXTER",
DOWN
0.40'
CS14823
1753
Y
14+95.15
0.00'
391017.10
3306634.97
3550.8
FD
5/8"
IR
W/UNREADABLE YPC,
FLUSH
CS14823
1754
Y
14+57.05
0.00'
RT
391012.98
3306597.17
3550.7
FD
5/8"
IR
W/UNREADABLE YPC,
FLUSH
CS14823
1755
Y
14+51.04
30.16'
RT
390982.37
3306598.71
3550.7
FD
5/8"
IR
W/YPC MKD "BAXTER",
FLUSH
CS14823
1756
Y
14+16.69
0.03'
RT
391000.04
3306559.03
3550.0
FD
5/8"
IR
W/UNREADABLE YPC,
FLUSH
CS14823
1757
Y
13+98.82
0.07'
RT
390992.42
3306542.87
3549.6
FD
5/8"
IR
W/UNREADABLE YPC,
FLUSH
CS14823
1758
Y
13+98.79
30.03'
LT
391019.66
3306530.06
3549.6
FD
5/8"
IR
W/YPC MKD "BAXTER",
DOWN
0.20'
CS14823
1759
Y
13+92.50
30.08'
RT
390962.24
3306548.89
3549.7
FD
5/8"
IR
W/YPC MKD "BAXTER",
DOWN
0.40'
CS14823
1760
Y
13+20.27
0.03'
RT
390975.39
3306466.80
3547.3
FD
5/8"
IR
W/UNREADABLE YPC,
FLUSH
CS14823
1761
Y
13+20.22
30.07'
RT
390945.36
3306466.82
3548.3
FD
5/8"
IR
W/YPC MKD "BAXTER",
DOWN
0.10'
CS14823
1762
Y
1 1 +76.53
30.00'
RT
390945.10
3306323.13
3545.0
FD
5/8"
IR
W/UNREADABLE YPC,
FLUSH
CS13702
1763
Y
1 1 +85.60
0.04'
RT
390975.08
3306332.14
3544.0
FD
5/8"
IR
W/UNREADABLE YPC,
FLUSH
CS13702
1764
Y
7+91.95
4.96'
LT
390979.18
3305938.47
3541.7
FD
5/8"
IR
W/UNREADABLE YPC,
FLUSH
CS12207
1765
Y
7+91.93
120.06' RT
390854.16
3305938.74
3542.2
FD
5/8"
IR
W/UNREADABLE YPC,
FLUSH
CS12207
1766
Y
12+40.29
30.07'
RT
390945.18
3306386.89
3546.2
FD
5/8"
IR
W/UNREADABLE YPC,
FLUSH
CS14524
1767
Y
5+06.62
0.04'
LT
390973.61
3305653.15
3542.4
FD
5/8"
IR,
FLUSH
CS11871
1769
Y
1 +95.94
99.97'
LT
391072.83
3305342.24
3545.5
FD
5/8"
IR
W/UNREADABLE YPC,
FLUSH
CS11871
1770
Y
1 +65.90
29.92'
LT
391002.71
3305312.36
3544.9
FD
5/8"
IR
W/UNREADABLE YPC,
FLUSH
CS1 1871
1771
Y
0+40
0.01'
RT
390972.50
3305186.54
3546.5
FD
5/8"
IR,
FLUSH
CS11871
*NOTE:ALL MONUMENTS IN PAVED AREAS WERE HAMMERED DOWN TO THE ELEVATION SHOWN.
CONTROL TABLE
POINT #
NORTHING
EASTING
ELEVATION
DESCRIPTION
714
390990.76
3306958.32
3552.1
SET
MAGNAIL
& 1-1/2"
WASHER
MKD
"S&F
LANDS
CONTROL"
715
391044.13
3307307.88
3550.5
SET
MAGNAIL
& 1-1/2"
WASHER
MKD
"S&F
LANDS
CONTROL"
716
390987.43
3306582.84
3550.6
SET
MAGNAIL
& 1-1/2"
WASHER
MKD
"S&F
LANDS
CONTROL"
717
390953.08
3305902.72
3541.6
SET
MAGNAIL
& 1-1/2"
WASHER
MKD
"S&F
LANDS
CONTROL"
718
390995.06
3306301.83
3543.6
SET
MAGNAIL
& 1-1/2"
WASHER
MKD
"S&F
LANDS
CONTROL"
719
390996.91
3305368.16
3544.4
SET
MAGNAIL
& 1-1/2"
WASHER
MKD
"S&F
LANDS
CONTROL"
CURVE TABLE
CURVE #
DELTA
RADIUS
LENGTH
CHORD
CHORD LEN
Cl
25°00'00"
180.00'
78.54'
N77°22'09"E
77.92'
(R4)
(25°00'00")
(180.00')
(78.54')
(N77°26' 13"E)
(77.92')
C2
24°58'47"
180.00'
78.48'
S77°21 '33"W
77.86'
(R4)
(24°58'47")
(180.00')
(78.48')
(N77°25'36"E)
(77.86')
LINE TABLE
LINE #
BEARING
DISTANCE
L1
N89°52'09"E
722.26'
(R1)
(N89°56'49"E)
(722.00')
L2
N89`52'09"E
143.95'
(R2)
(N89°56'49"E)
(143.66')
L3
N89`52'09"E
414.35'
(R3)
(N89°57'38"E)
(414.57')
L4
N64°52'09"E
17.89'
(R4)
(N64°56'13"E)
(17.89')
L5
N89°50'56"E
832.67'
(R4)
(N89°55'00"E)
(832.66')
L6
N89°43'52"E
547.06'
(R5)
(N89°55'00"E)
(547.91')
DESCHUTES COUNTY SURVEYOR
FILED 1z 7 2020 BY: Pvl'kllhM
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JUNE 08, 2009
MATTHEW J. FAULKNER
75618LS
RENEWS: 12/31 /21
RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION Cale. By: HTF
YELLOW RIBBON DRIVE IS&F LandDate: 09/23/20
LOCATED IN THE NORTHWEST 1 /4 OF THE SOUTHWEST 1 /4 AND THE NORTHEAST 1 /4 OF THE SOUTHWEST 1 /4 OF 521 NW HARRIMAN ST. Proj No: 2020-157-02
SECTION 26, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WI LLAM ETTE MERIDIAN, CITY OF BEND, DESCH U TES COUNTY, OREGON BEND, OR 97703 www.sflands.com SHEET 2 OF 2
541-797-0954 matt. fau Ikner@sflands.com
A
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