HomeMy WebLinkAboutSurvey 21151NARRATIVE
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 209.150.
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 MARCH 2O23 FOR VERIFICATION, AND
ROAD REPAVING WAS COMPLETED JUNE 2023.
NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF THESE MONUMENTS
RELATIVE TO ANY RECORD PROPERTY LINES, RIGHT-OF-WAY, OR CENTERLINE,
OTHER THAN THE LOCATION AT WHICH THEY WERE FOUND AND 11ED OR
REPLACED.
THIS SURVEY IS ONE OF A NUMBER OF SIMILAR SURVEYS COMPLETED BY S&F
CONCURRENTLY FOR ROAD REPAVING PROJECTS ACROSS THE CITY OF BEND.
PROCEDURE/ EQUIPMENT:
FIELDWORK PERFORMED MARCH, 2023 AND AFTER CONSTRUCTION IN JUNE, 2023.
REAL-11ME 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.
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.
REFERENCE SURVEYS:
(1) CS11993 HAMPTON PARK SUBDIVISION PHASE I BY PHILIP R. BALDNER, RECORDED OCT. 21, 1994
(2) CS13821 HAMPTON PARK SUBDIVISION PHASE II BY PETER A. MANLEY, RECORDED OCT 21, 1999
(3) CS17927 BOUNDARY SURVEY BY KEVIN J. BLAKLEY, FILED FEB. 4, 2009
(4) CS18043 RECORD OF SURVEY BY JERRY D. STICHLER, FILED AUG. 31, 2009
LEGEND:
SHEET 1 OF 1
UNRESOLVED RIGHT OF WAY
UNRESOLVED SUBDIVISION BOUNDARY
UNRESOLVED LOT/PARCEL LINE
SET CONTROL AS NOTED IN CONTROL
TABLE
OO FOUND MONUMENT AS NOTED IN
MONUMENT TABLE
1
FIL
•
.J1 I., : • lzca-� v
RECORD OF CENTERLINE
LOCATED IN THE SOUTHEAST QUARTER OF THE
CITY
� IFS 1
1 ,Q
O,9 1
O
PP D93-25
PARCEL ONE
70'
� 198
PP 1 -47 , 35, 9.66'
PARCEL ONE \ OS, 70
vW �Ss�jSS0, - --
N ��3 _
- N89'21'54"E 184.40' _ 19
3
232 j� �°`• a°
\ ^/ MARKET ROAD
\ BUTLER M b?
cl
�s -./
srs, �o
\ "7 ryry�
J ' I
220 I
� r LOT 27
I
O �
I n
O -cv LOT 14
I C m►
,� I LOT 13
LOT 1 �®� � r I
451 O
60, 221
LOT 26
CURVE TABLE
CURVE NO.
DELTA
RADIUS
1
LENGTH
CHORD
CHORD LEN
Cl
(4)
8722'49"
(8704'00")
39.00'
(39.00')
59.48'
(59.26)
N32'39'34"E
(N32'27'47"E)
53.88'
(53.72')
C2
(1)
28'05'54"
(28'06'20")
125.00'
(125.00')
61.30'
(61.32')
N2'24'42"E
(S2'28'22"E)
60.69'
(60.70')
FOUND MONUMENTS
TABLE
POINT NO.
NORTHING
EASTING
ELEVATION
DESCRIPTION
SURVEY
196
392390.62
3297125.70
3574.2
FOUND
5/8
INCH
IRON
ROD
WITH
DETERIORATED YELLOW
PLASTIC CAP, DOWN 0.5 FT
(2)
197
392457.12
3296971.34
3575.0
FOUND
5/8
INCH
IRON
ROD
WITH
YELLOW PLASTIC CAP
MARKED SCE&S, FLUSH
(3)
198
392487.57
3296925.85
3575.0
FOUND
5/8
INCH
IRON
ROD WITH
DETERIORATED YELLOW
PLASTIC CAP
(3)
199
392474.97
3296857.34
3575.9
FOUND
5/8
INCH
IRON
ROD
WITH
YELLOW PLASTIC CAP
MARKED LS 2527, DOWN 0.1 Fr
(4)
220*
392353.21
3296912.70
3574.6
FOUND
5/8
INCH
IRON
ROD
WITH
DETERIORATED YELLOW
PLASTIC CAP
(1)
221
392292.57
3296910.15
3578.0
FOUND
5/8
INCH
IRON
ROD
WITH
DETERIORATED YELLOW
PLASTIC CAP
(1)
232
392429.83
3296828.34
3575.6
FOUND
5/8
INCH
IRON
ROD
WITH
YELLOW PLASTIC CAP
MARKED LS 2527, UP 0.1 FT
(4)
*NOTE: MONUMENTS IN PAVED AREAS WERE HAMMERED DOWN TO THE ELEVATION SHOWN.
CONTROL POINTS TABLE
POINT NO.
NORTHING
FASTING
ELEVATION
DESCRIPTION
3
392441.57
3296863.67
3575.42
SET 1-1/8 INCH COPPER PLUG MARKED "SF LAND SERVICES 3"
19
392459.16
3297155.72
3573.90
SET 5/8 INCH IRON ROD WITH RED PLASTIC CAP MARKED "S&F LANDS CONTROL"
MONUMENTS POTENTIALLY AFFECTED BY
BUTLER MARKET ROAD
NORTHWEST QUARTER OF SECTION 28 TOWNSHIP
OF BEND, DESCHUTES COUNTY, OREGON
CONSTRUCTION
17 SOUTH, RANGE 12 EAST, W.M.,
UUA
S&F Land rviC S
901 NW CARLON AVE, SUITE 3
BEND, OR 97703
(541) 797-0954
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JUNE 08, 2009
MATTHEW J. FAULKNER
75618LS
RENEWS: 12/31/23
S&F LAND SERVICES MAKES NO
WARRANTIES AS TO MATTERS OF
UNWRITTEN TITLE SUCH AS
ACQUIESCENCE, ESTOPPEL, ADVERSE
POSSESSION, ETC.
Calc. By: HTF
Date: 07/24/23
Proj No: 2023-157-08
SHEET 1 OF 1
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