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HomeMy WebLinkAboutSurvey 20320O 5/8" REBAR �\,� WITH NO CAP" U S84'4613 W 30.02 tf) z 5/8" REBAR cos, o WITH YPC MARKED o C "MCCOY" o `� © Iv N \ - II o 0 6' 41 1 N Co 0 \ m lcn 00 C, J J o LOT 70, J �! EMERALD VIEW 1- t° L3 ' ESTATES, PH. 3 j ' � , 5 5/8" REBAR WITH YPC MARKED "HWA" LOT 51, } MAJESTIC RIDGE, PH. 3 5/8" REBAR WITH NO CAP" 0 L2 _ �1 101.01' S84.49' 24"W S84'S0"52W 100.98'(R1) o zo v: C wl \ I o ?� � CO 5/8" REBAR WITH YPC MARKED d- o LOT 521 ,� J "HWA" u, N MAJESTIC RIDGE, m P H . 3 I� 2 5/8 REBAR cn WITH YPC MARKED w ; o J c> "McCOY" N 0 c9 j \ S05'10'04"E 46.38' `f o S05 07,48 E 46.35 (R2) 9 5/8" REBAR L WITH YPC MARKED LOT 72, o �00f ,� a6. $6� "MCCOY" EMERALD VIEW o ESTATES, PH. 3 -4- ( s6• toH,\L7 N6$ C M 1� R=50.00' L=33.89' 0 R=50.00' L=33.95'(R1) o CD+PROPERTY CORNER SET ON68'43'44"E 1.0' FROM U)ACTUAL CORNER I / ROAD VACATION ILOT 53, ' 1 MAJESTIC RIDGE, PH. 3 PER (RV1) R-50 00' L-30 60' BOUNDARY SURVEY FOR LOT 52, MAJESTIC RIDGE, PHASE 3 LOCATED IN THE NW 1 /4 OF THE SE 1 /4 OF SECTION 19, TOWNSHIP 15 SOUTH, RANGE 13 EAST, W.M., CITY OF REDMOND, DESCHUTES COUNTY, OREGON 0 5/8" REBAR WITH YPC MARKED "HWA" \ 5/8" REBAR WITH NO CAP" 5/8" REBAR f WITH YPC MARKED "H WA" 5/8" REBAR WITH NO CAP"(R3) Z I O vo► R=50.00' L=30.47'(R1) in of R=50.00' L=30.51'(R3) R=50.00' L=5.24' R=50\00' L=5.24'(R3) rri �N 1� W 1 \ w^ 1 ( LOT 54, l o o- MAJESTIC RIDGE, PH. 3 O / \ o 1 1-1/2 ALUM. CAP \ MARKED "MCCOY" \ I U U 5/8" REBAR I WITH YPC MARKED 1-1/2 ALUM. CAP 1 1 "HWA" MARKED l 1 "MCCOY" I 5/8" REBAR WITH ILLEGIBLE CAP N89'33'34"W 40.99' 1 IJ N89'33"34'W 41.05'(RV1) 1-1/2" ALUM. CAP MARKED "MCCOY" L4 L10 O SURVEYOR'S NARRATIVE: WE WERE HIRED BY JACOB BUCHANAN TO MONUMENT HIS PROPERTY AT LOT 52 MAJESTIC RIDGE, PHASE 3 TOGETHER WITH PROPERTY HE ACQUIRED THROUGH ROAD VACATION OF FORKED HORN BUTTE (RV1). THIS VACATION DOCUMENT CONVEYS THE RIGHT OF WAY TO LOTS 51, 52, 53, AND 54 OF MAJESTIC RIDGE PHASE 3. FOR APPORTIONING LIMITS OF LAND OWNERSHIP OF THIS ROAD VACATION, WE FOLLOWED CURTIS BROWN'S BOUNDARY CONTROL AND LEGAL PRINCIPLES REVERSION RIGHTS PRINCIPLE 6. UNLESS A DEED OR MAP THAT CREATED THE EASEMENT OR DEDICATION INDICATES OTHERWISE, REVERSION RIGHTS EXTEND FROM THE STREET TERMINI OF THE PROPERTY LINES TO THE CENTER LINE OF OR THREAD OF THE STREET IN A DIRECTION THAT IS AT RIGHT ANGLES TO THE CENTERLINE OF THE STREET. IN THIS CASE, THE VACATION DOCUMENT SPECIFICALLY STATES WHICH LOTS ARE TO GAIN THE PROPERTY AND THIS EXTENDS ACROSS THE CENTER LINE OF FORKED HORN BUTTE ROAD. WE USED EXTENSION LINES PERPENDICULAR TO THE EASTERLY RIGHT OF WAY AS THIS IS THE BEST AVAILABLE EVIDENCE OF THE CENTERLINE OF FORKED HORN BUTTE ROAD AS PER MAJESTIC RIDGE PHASE 3 (R1). FOR THE NE CORNER OF LOT 52, WE HELD A RECORD DISTANCE FROM LOCATION 1 ON A LINE TO LOCATION 2. FOR THE SE CORNER OF LOT 52, WE HELD RECORD CURVE LENGTH AND RADIUS FROM LOCATION 2 THRU LOCATION 3. FOR THE SW CORNER OF LOT 52 WE HELD THE LINE FROM LOCATION 5 TO LOCATION 4 AND PROPORTIONING THE DISTANCES. FOR THE WEST LINE OF THE ROAD VACATION WE HELD FROM LOCATION 7 TO LOCATION 8. LOCATION 7 WAS DETERMINED BY HOLDING RECORD BEARING AND DISTANCE FROM (RV1). WE EXTENDED PERPENDICULAR LINES FROM THE EASTERLY RIGHT OF WAY OF FORKED HORN BUTTE FROM LOCATIONS 4, 5, AND SOUTHWEST CORNER OF LOT 52. THERE WERE NO UNUSUAL CIRCUMSTANCES FOUND DURING THE COURSE OF THE SURVEY. THE BASIS OF BEARING FOR THIS SURVEY IS THE CENTRAL OREGON SCALE: 1 `40' COORDINATE SYSTEM. LEGEND DESIMH� TES COUNTY SURVEYOR � FOUND MONUMENT AS NOTED q zy�zozo . bunkr� L�t4 aSET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED FILE® BY."TYE ENGINEERING." UNLESS NOTED OTHERWISE LINE TABLE LINE LENGTH DIRECTION L1 30.00' N84'42'39"E L2 10.34' N05'17'21 "W L2(R1) 10.34' N05'09"08'W L3 22.31' S84'52'39"W L4 10.04' N89'35'00"W L5 50.18' N00'01'32"E L5(RV1) 50.18' N00'01 "32'E L6 50.06' N00'03'01 "E L7 36.20' S84'52'34"W L8 8.65' S62'35'11 "W L8(RV1) 8.65' S62'35"11'W L9 49.96' S68'29'59"W F-L 10 20.00' S89'47'20"W CURVE TABLE CURVE LENGTH RADIUS TANGENT CH BEARING CH LENGTH DELTA Cl 60.49' 50.00' 34.57' S131553"W 56.87' 69'19'02" C1(R1) 60.49' 50.00' S13*19'19"W 56.86' 69*18'42" C2 69.69' 50.00' 41.85' S61 *19'26"E 64.18' 79'51'35" C2(R1) 64.42' 50.00' 63.30' C3 96.33' 230,00' 48.88' N12'04'47"W 95.63' 23'59'47" C3(RV1) 95.63' 230.00' S12'00'35"E 95.92' 69*1842" C4 100.18' 200.00' 51.16' N1419'48"W 99.13' 28'41'54" C5 35.41' 180.00' 17.76' N11-01'25"W 35.36' 11-16'20" C5(RV1) 35.36' 180.00' N10'48'40"W 35.30' 11 *1520" (R1) MAJESTIC RIDGE, PHASE 3, BY DAVID R. WILLIAMS, PLS 2686, FILED 5/20/2004, CS15890 (R2) EMERALD VIEW ESTATES, PHASE 3, BY HAYES A. McCOY, PLS 65686, FILED 2/5/2019, CS19856 (R3) RECORD OF SURVEY FOR LLA 06-27, BY SCOTT D. MONTGOMERY, PLS 51324, FILED 2/14/2007, CS17223 (RV1) ROAD VACATION 2019-15077, D.C.O.R., CITY OF REDMOND ORDINANCE NO. 2019-06, ® LOCATION NUMBER BASIS OF BEARING AND CONTROL: BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM (COCS). GPS CALIBRATIONS WERE MADE FROM THE ORGN BASE STATIONS (INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL, AND MDRS) WITH SPECTRA PRECISION SP80. THE CALIBRATION TIES MULTIPLE COCS POINTS USING PUBLISHED COORDINATES. THE COCS HORIZONTAL DATUM IS NAD83 (91) AND USES A MOLONDENKSY TRANSFORMATION. THE COCS VERTICAL DATUM IS NGVD 29 RENEWS: 12/31 /21 2538-BUCHANAN BOUNDARY_8-20-2020.dwg