HomeMy WebLinkAboutSurvey 212130 40 80
SCALE: 1" = 40'
hlA1312A""I/C
PURPOSE:
THE PURPOSE OF THIS SURVEY WAS TO TIE AND THEN REPLACE A
SURVEY MONUMENT AFTER THE CONSTRUCTION OF IMPROVEMENTS TO
THE OLD BEND-REDMOND HIGHWAY PURSUANT TO ORS 209.150(1). THIS
SURVEY IS NOT INTENDED TO BE A CENTERLINE OR RIGHT-OF-WAY
RETRACEMENT.
REFERENCING PROCEDURES:
WE FOUND A 50 REBAR SET BY PERRY IN CS20521 (SEE POINT 100). WE
COLLECTED OBSERVATIONS ON THE PERRY MONUMENT AND OTHER
NEARBY SURVEY MONUMENTS. THE COORDINATES SHOWN HEREON ARE
THE RESULT OF A LEAST SQUARES ADJUSTED SURVEY CONTROL
NETWORK ESTABLISHED FROM A COMBINATION OF OBSERVATIONS
COLLECTED WITH GNSS RTK EQUIPMENT AND A ROBOTIC TOTAL STATION.
REMONUMENTATION PROCEDURES:
AFTER CONSTRUCTION WAS COMPLETE, A NEW MONUMENT WAS SET AT
THE ORIGINAL POSITION OF THE FOUND 5/8" REBAR SET BY PERRY IN
CS20521.
DISCLAIMER:
NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF FOUND
MONUMENTS RELATIVE TO ANY RECORD PROPERTY LINE, SECTION LINE,
ROAD RIGHT-OF-WAY OR CENTERLINE, OTHER THAN THE LOCATION AT
WHICH IT WAS FOUND AND TIED BY DESCHUTES COUNTY IN AUGUST OF
2023. TAX LOT MAPPING SHOWN HEREON IS FROM COUNTY GIS AND
SHOULD BE CONSIDERED APPROXIMATE.
SEE FIELD NOTES IN DCRD FIELD BOOK 244, PAGES 28-29.
BASIS OF BEARINGS
BEARINGS, DISTANCES AND COORDINATES ARE GRID VALUES BASED ON
THE CENTRAL OREGON COORDINATE SYSTEM
(COCS). THE BASIS OF
BEARINGS FOR THIS SURVEY IS DEFINED AS
FOLLOWS:
LINEAR UNIT:
INTERNATIONAL FOOT (ift)
ELLIPSOIDAL DATUM (AND REALIZATION):
NAD83(1991)
PROJECTION:
TRANSVERSE MERCATOR
LATITUDE OF GRID ORIGIN:
43°00'00" N
LONGITUDE OF CENTRAL MERIDIAN:
121 °17'00" W
NORTHING AT GRID ORIGIN:
0.000 ift
EASTING AT CENTRAL MERIDIAN:
3,300,000.000 ift
SCALE FACTOR ON CENTRAL MERIDIAN:
1.00016 (EXACT)
ALL DISTANCES AND BEARINGS SHOWN HEREON ARE PROJECTED (GRID)
VALUES BASED UPON THE PRECEDING PROJECT DEFINITION. THE BASIS
OF BEARINGS IS GEODETIC NORTH. NOTE THAT THE GRID BEARINGS
SHOWN HEREON (OR IMPLIED BY GRID COORDINATES) DO NOT EQUAL
GEODETIC BEARINGS DUE TO MERIDIAN CONVERGENCE.
PROJECT CONTROL WAS ESTABLISHED WITH GNSS REAL TIME KINEMATIC
(RTK) OBSERVATIONS USING CORRECTORS BROADCAST FROM THE ODOT
OREGON REALTIME GNSS NETWORK (ORGN) AND THE DESCHUTES
COUNTY SURVEYOR'S OFFICE DESCHUTES 13 TRANSFORMATION FOR
THE CENTRAL OREGON COORDINATE SYSTEM. SEE THE DESCHUTES
COUNTY SURVEYOR'S WEBSITE FOR FURTHER INFORMATION ON THE
DESCHUTES 13 TRANSFORMATION.
SEC. 28
SEC. 33
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LOT I
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MONUMENT TABLE
LOT 2
BLOCK 1
P011AW RMCff
LEGEND
SURVEYED LINE
APPROXIMATE SECTION LINE
APPROXIMATE TAX LOT MAPPING
C1 R/W CURVE NUMBER - SE R/W CURVE TABLE
• FOUND MONUMENT AS NOTED IN MONUMENT TABLE
O FOUND 5/8" IRON ROD WITH YPC MARKED -BAXTER
SURVEYING" PER C520521. RESET MONUMENT AS NOTED
IN MONUMENT TABLE.
1000 POINT NUMBER
( )R RECORD DATA PER REFERENCE SURVEY
YPC YELLOW PLASTIC CAP
CS DESCHUTES COUNTY SURVEYOR'S OFFICE SURVEY FILE i
REFERENCE SURVEYS:
() R1 MINOR LAND PARTITION NO. MP-77-75 BY CENTURY WEST ENGINEERING CORP.
SURVEYOR UNKNOWN, DATED AUGUST 17, 1977 AS CS02051.
() R2 POHAKU RANCH BY MICHAEL W. TYE, LS 1046, FILED MAY 18, 1978 AS CS08954.
{) R3 RECORD OF SURVEY, LOT 1 BLOCK 1, POHAKU RANCH, BY JAMES D. PERRY, LS 2407,
FILED MAY 27, 2021 AS CS20521.
CURVE DATA TABLE
CURVE# DELTA RADIUS
LENGTH TANGENT CH.
LENGTH
CH. BEARING
...........................................................................................................................................................
Cl
25'14'43" 439.40':
:..................... :................. :.................
193.60' :
:....................
98.40' ::
:..........................
192.04'
:.............................
N34'41'40"E
...................
C2
14'28'17" : 439.40'
110.98'
55.79'
110.69'
N40'04'53"E
C3
...................
2'57'23" ; 439.40'
:..................... :................. :.................:....................:..........................
22.67'
11.34'
22.67' ;
:.............................
N31'22'03"E
C4
7'49'03" 439.40'
59.95'
30.02'
59.90'
N25'58'50"E
C6
: 10'58'52" 430.00'
82.41'
41.33' ;
82.29'
S69'27'47"E
RECORD CURVE DATA TABLE (PER R3)
CURVE# DELTA `: RADIUS LENGTH ` TANGENT CH.
LENGTH `
CH. BEARING
C1
25*14'39" 439.40' : 193.60' ----
:................. :................. :.................... :..........................
192.03'
:.............................
N34'41'25"E
..............
I C2
.:.....................
: 14'28'02" ; 439.40' ' 110.95' ----
110.65'
N40'04'44"E
...................:.....................:.................:.................:....................:..........................:.............................
C3
2'56'50" 439.40' 22.60' ----
22.60'
N31'22'18"E
...................:.....................:.................:.................:....................:..........................:.............................
C4
7'49'47" ` 439.40' 60.05' ----
60.00'
N25'58'59"E
...................:.....................:.................:.................:....................:..........................:.............................
C6
10'58153" 430.00' 82.41' ---- .
82.29' ;
S69'29'23"E
POINT # NORTHING EASTING MONUMENT DESCRIPTION REFERENCE
.................... :......................... :............................ :............................................................................................................................................................................................................................................. :.......................................
100 420,279.79 :: 3,295,276.57 SET 5/8" X 30" IRON ROD W/ 1-1/2" DIA. ALUM. CAP MARKED "DESCHUTES COUNTY SURVEYORS OFFICE LS77040" ; SET THIS SURVEY
.................... :......................... :.................... ........ :................................................. ............................................................................................................................................................................................ :.......................................
1000 420,245.17 - 3,295,347.61 FOUND 5/8" IRON ROD, NO CAP R2
.................... :......................... :............................ :............................................................................................................................................................... .............................................................................. :.......................................
1001 420,260.08 3,295,265.30 - FOUND 5/8" IRON ROD, NO CAP ; R1
.................... :......................... :.................... ........ :................... ........................... .... ..................................................... ...... .................................................. ......................... ..................................................... :.......................................
1002 420,216.30 3,295,424.67 FOUND 5/8" IRON ROD W/ YPC MARKED -BAXTER SURVEYING" R3
.................... :......................... :.................... ........ :................................................. ............................................................................................................................................................................................ :.......................................
1003 420,175.74 3,295,193.50 FOUND 5/8" IRON ROD W/ YPC MARKED "PROP COR" ; R1
.................... :......................... :............................ :..................... ............................ .............................................................................................................. .............................................................................. :.......................................
1004 420.333.64 3,295.302.81 FOUND 5/8" IRON ROD, NO CAP R2
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REGISTERED
PROFESSIONAL
LAND SURVEYOR
0 R E G 0 N
DECEMBER 28, 2009
KEVIN R. SAMUEL
77040PLS
RENEWS: 6/30/2024
SHEET REMONUMENTATION OF RECORD SURVEY MONUMENT DESTROYED BY CONSTRUCTION
DESCHUTES COUNTY SURVEYOR'S OFFICE LOT 1, BLOCK 1, POHAKU RANCH, 1
61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE (541) 388-6581 LOCATED IN THE NW 1 /4 OF THE NW 1 /4 OF SEC. 33, AND SW 1 /4 OF SW 1 /4 OF SEC. 28, T16S, R12E, W.M. OF
PROJECT : W66139 DATE:10-09-2023 1 DRAWN BY: JKD&KRS ICHECKED BY: KRS, JDP DESCHUTES COUNTY, OREGON 1
FILE NAME: J: \CAD Pro' cts\Surve 'n W66139 Old Bend Redmond\DWG\W66139 OBR-Pohaku RS.dw