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77 TWO MONUMENT
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1 77
O O O
n 'S'0+00.00BEGIN FERGUSON ROAD
c) 30.00' -
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
DN DOWN
- (i)BLOCK NUMBER 100, 0 50' 100, 200'
- _mm�
SCALE: 1" = 100'
i
/
/
CURVE TABLE
CURVE #
DELTA
RADIUS
LENGTH
CHORD
CHORD LEN
Cl
5°31 '56"
488.04'
47.12'
S03012'24"W
47.10'
(R1)
(5°31'33")
(488.04')
(47.07')
(S02°50'48"W)
(47.05')
(R2)
(5°31'33")
(488.04')
(47.07')
(S02°50'49"W)
(47.05')
C2
5022'28"
152.80'
14.33'
NOT 15' 10"E
14.33'
(R 1)
(5°28' 16")
(150.00')
(14.32')
(N02052'27"E)
(14.32')
(R2)
(5028' 15")
(150.00')
(14.32')
(N02052'28"E)
(14.32')
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) 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.
REFERENCE SURVEYS:
(R1) CS06905 - DIAMOND "A"
(R2) CS11351 DIAMOND "A" FIRST ADDITION
SARAH DRIVE MONUMENT TABLE
POINT #
ALIGNMENT
STATION
OFFSET
NORTHING
EASTING
ELEVATION
DESCRIPTION
SURVEY
1772
S
0+29.82
29.95' LT
372817.42
3303049.21
3727.7
FD 5/8" IR W/YPC MKD "SCE&S", DN 0.50'
CS06905
1773
S
0+30.00
0.00'
372817.37
3303079.16
3727.0
FD 5/8" IR W/UNREADABLE YPC, FLUSH
CS06905
1774
S
0+29.86
29.99' RT
372817.00
3303109.14
3726.5
FD 5/8" W/YPC MKD "SCE&S", DN 0.50"
CS06905
1775
S
9+17.86
0.07' RT
373705.20
3303085.93
3717.7
FD 5/8" IR, FLUSH
CS11351
1776
S
9+47.82
0.00' LT
373735.16
3303086.08
3716.4
FD 5/8" IR, FLUSH
CS11351
1777
S
9+94.93
0.13' LT
373782.19
3303088.59
3714.5
FD 5/8" IR, FLUSH
CS06905
1778
S
9+94.94
0.00'
373782.19
3303088.72
3714.6
FD 5/8" IR W/UNREADABLE YPC, FLUSH
CS11351
1779
S
12+36.84
0.00'
374022.78
3303113.86
3705.0
FD 5/8" IR W/YPC MKD "SCE&S". FLUSH
CS11351
1780
S
12+51.18
0.01' RT
374037.09
3303114.67
3704.4
FD 5/8" IR W/YPC MKD "SCE&S', FLUSH
CS11351
1781
S
1 1 +45.08
29.00' LT
373934.53
3303075.47
3709.9
FD 5/8" IR W/YPC MKD "SCE&S", FLUSH
CS11351
1782
S
10+47.49
29.92' LT
373837.57
3303064.43
3713.3
FD 5/8" W/YPC MKD "SCE&S", DN 0.50'
CS11351
1783
S
9+94.82
30.06' RT
373778.95
3303118.61
3713.9
FD 5/8" W/YPC MKD "SCE&S", DN 0.50'
CS11351
*NOTE:ALL MONUMENTS IN PAVED AREAS WERE HAMMERED DOWN TO THE ELEVATION SHOWN.
CONTROL TABLE
POINT #
ALIGNMENT
STATION
OFFSET
NORTHING
EASTING
ELEVATION
DESCRIPTION
720
S
-
-
372763.08
3303067.00
3728.3
SET 5/8" IR W/RPC MKD "S&F LANDS CONTROL"
721
S
8+79.92
19.35' RT
373667.12
3303104.92
3719.2
SET 5/8" IR W/RPC MKD "S&F LANDS CONTROL"
RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION
SARAH DRIVE
LOCATED IN THE SOUTHWEST 1 /4 OF THE SOUTHEAST 1 /4 OF SECTION 10,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY . OF BEND, DESCHUTES COUNTY, OREGON
521 NW HARRIMAN ST.
BEND, OR 97703
541-797-0954
r� l°* 407.."
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JU N E 08, 2009
MATTHEW J. FAULKNER
75618LS
RENEWS: 12/31 /21
Calc. By: HTF
Date: 08/27/20
Proj No: 2020-157-02
SHEET 1 OF 1
20354
DESCHUTES COUNTY SURVEYOR i
FILED i&BY: �