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N89`57' 10"W 818.32' (R2)
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NARRATIVE
THE PURPOSE OF THIS SURVEY, PERFORMED AT THE REQUEST OF THE CITY OF BEND, IS TO PRESERVE AND PERPETUATE THE PROCEDURE/EQUIPMENT:
LOCATIONS OF EXISTING MONUMENTS DURING STREET REPAVING IN ACCORDANCE WITH ORS 209.155. UPON CONSULTATION FIELDWORK PERFORMED APRIL, 2021. REAL-TIME KINEMATIC
WITH THE DESCHUTES COUNTY SURVEYOR, IT WAS DECIDED THAT WHEN WE RECOVERED MONUMENTS BEFORE THE GRIND (RTK) OBSERVATIONS (COLLECTED USING TRIMBLE R10 GNSS
INLAY/OVERLAY, THAT WE WOULD HAMMER DOWN THE MONUMENTS A FEW TENTHS OF A FOOT INTO THE PAVEMENT, SO THE RECEIVERS) AND TRAVERSE DATA (COLLECTED USING A TRIMBLE
MONUMENTS WOULD NOT BE DISTURBED DURING THE REPAVING. AFTER PAVING WAS COMPLETED, S&F VERIFIED THE S7 TOTAL STATION) WERE ADJUSTED USING THE LEAST SQUARES
MONUMENT POSITIONS BY STAKING OUT EACH MONUMENT AND SEARCHING WITH A METAL DETECTOR, NOTING THE CUT IN METHOD IN TRIMBLE BUSINESS CENTER (TBC) THE RESULTING
ELEVATION FROM THE ORIGINAL MEASUREMENT. FOUND CENTERLINE MONUMENTS ARE BURIED UNDER A LIFT OF NEW ASPHALT. RELATIVE ACCURACY IS IN CONFORMANCE WITH THE PRINCIPLES
STATED IN O.R.S. 92.050. DATA WAS REDUCED TO GROUND
WE RESEARCHED ALL OF THE SURVEYS OF RECORD WITHIN THE LIMITS OF THIS PROJECT TO DETERMINE WHERE RECORD MEASUREMENTS. SEE "BASIS OF BEARINGS/ HORIZONTAL DATUM"
MONUMENTS FELL WITHIN THE EXISTING PAVEMENT. MONUMENTS WERE VISITED IN APRIL 2021, AND ROAD REPAVING WAS FOR SCALE FACTOR AND COORDINATE SYSTEM DETAILS.
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:
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.
CURVE TABLE
CURVE #
DELTA
RADIUS
LENGTH
CHORD
CHORD LEN
C1
27`58'56"
300.00'
146.51'
S63'4245"E
145.06'
(R 1)
27`58'56"
300.00'
146.52'
S63"39' 15"E
145.06'
C2
57`07' 19"
300.00'
299.09'
N78` 16'57"W
286.86'
C3
29`08'23"
300.00'
152.58'
N87°43'35"E
150.94'
(R1)
29`08'23"
300.00'
152.58'
N87'47'05"E
150.94'
C4
16"49'59"
560.00'
164.52'
N81'34'23"E
163.93'
(R1)
16`49'56"
560.00'
164.52'
N81`37'51 "E
163.93'
RECORD OF CENTERLINE MONUMENTS POTENTIALLY AFFECTED BY CONSTRUCTION
CLIFFROSE ROAD
LOCATED IN THE NORTHEAST 1 /4 OF THE SOUTHEAST OF SECTION 7, AND 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
SEE SHEET 2 FOR:
MONUMENT TABLE
CONTROL TABLE
I D
LOT 63 1 LOT 65 (LOT 66
LEGEND:
SET CONTROL AS NOTED IN CONTROL TABLE
•O FOUND MONUMENT AS NOTED IN MONUMENT TABLE
FOUND CONTROL AS NOTED IN CONTROL TABLE
W/YPC WITH YELLOW PLASTIC CAP
W/OPC WITH ORANGE PLASTIC CAP
FD FOUND
IR IRON ROD
MKD MARKED
® FOUND MONUMENT NO.
FZEFERENCE SURVEYS:
(R1) CS14048 — ELKHORN ESTATES PHASES 14, 15, AND 16
(R2) CS14486 — ELKHORN RIDGE PHASES 3 & 4
(R3) CS20114 — RECORD OF CENTERLINE MONUMENTS
(R4) CS20386 — RECORD OF CENTERLINE MONUMENTS
DESCHWES COUNTY SURVEYOR
FILEDz ZzLmLBY.
LINE TABLE
LINE #
BEARING
DISTANCE
L1
N89`57'18"E
72.71'
(R 1)
S89'57' 10"E
72.64'
40' 0 20' . 40' 80,
SCALE: 1" = 40'
901 NW CARLON AVE. SUITE 3
BEND, OR 97703 www.sflands.com
541-797-0954 matt.faulkner@sflands.com
12,rI Lam{
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JUNE 08, 2009
MATTHEW J. FAULKNER
75618LS
RENEWS: 12/31 /21
Calc. By: HTF
Date: 10 /01 /21
Proj No: 2020-157-03
SHEET 1 OF 2
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CS 20701
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