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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 4 ook 0&44irl _ 5EC.28 4• - O ♦ �o (�64 I8 W o SEC ,33 4 v � �9' 03� 06. Ci � - �C6 O � 60" LOT I POff,9f(U /FANCH 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 Ala E3k` a11' a F 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