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HomeMy WebLinkAboutSurvey 205101-1/2" IRON ROD <R2> RECORD OF SURVEY LEGALIZATION OF A PORTION OF NEFF ROAD LOCATED IN THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 27 TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN CITY OF BEND, DESCHUTES COUNTY, OREGON MAY 77 2021 LOT 2 N rn rn TL171227CCO5103 TL1 71227CCO51 00 00 N STATUTORY SPECIAL STATUTORY WARRANTY DEED ►� V i WARRANTY DEED (2019-29649) G� 3 O,�,Ot� j w o'm (2020-24010) ?V p P� cv t O N SJ`I'I00 � T- N 5/8"REBAR <R4> EP o O 00 , zz LOT 1 N77.35,20» E �45•g6. _ 5. 2g 24"e 2 , S� 24 1477.45� 00 107.04 30' 2' � - 107 04' `` S�5*29'24.,E 23g 64, -_ •' 92 112"REBAR <R2> 3a' — w t 68 o � o N E F F R p q D o r3264. `t '45'00"E 0. OEM 400mm Ct M `� \ 5/8"REBAR W/TH YPCCOL LAR <R4> 0 77 N 45.53 3.04' 00'o / , o S�5-2,, C5 0 0 !` •45'OO,.E o/ �o E 135 68, o °0 00 N77 ' _ TL171227CC005300 C2 �o M 52'16 BARGAIN AND SALE DEED \ — (2018-40780) S7 • 0 —CITY OF BEND— N89'34'58"E 2628.88'(R5) 29'24"E ,� � G SECTION27 _ \ N89'34'54"E 2628.879 96 53' •� — 324.96' — — — — � •'' 189.82' 566.95 / T SECT/ON34 \ 566.99'(R1) BARGAIN AND SALE DEED b 567.20'(R2) SE CORNER M (VOL.231, PG. 680) EASTWOOD ADDITION -� - - t T17S R12E t 28 27 33 34 CORNER OF SECTIONS 27, 28, 33 & 34 RECOVERED 2-1/2" BRASS CAP IN MONUMENT CASE OCRR 734 <UN -KNOWN> LEGEND CURVE TABLE CURVE DISTANCE RADIUS DELTA CHORD Cl 196.16' 420.00' 26'45'36" S88'52'12"E 194.38' C2 182.15' 390.00' 26'45'36" S88'52'12"E 180.50' C3 210.17' 450.00' 2645'36" S88'52'12"E 208.27' C4 145.91' 1 560.00' 14'55'43" S82'57'15"E 145.50" C5 1 138,09' 530.00' 1 14'55'43" 1 S82'57'15"E 137.70' -- — SECTION LINE — - - - - - - — EXISTING RIGHT OF WAY 60.00' RIGHT OF WAY EASEMENT "ALMUS NEFF COUNTY ROAD" PROPERTY LINE (DEED / SUBDIVISION) CENTERLINE OF LEGALIZED SECTION OF NEFF ROAD LEGALIZED RIGHT OF WAY OF PORTION OF NEFF ROAD --------------------- SURVEY TIE/INFORMATIONAL LINE RECOVERED CORNER OF SECTIONS 27, 28, 33 & 34 OREGON CORNER RESTORATION RECORD 734 (OCRR 734) ►O� RECOVERED QUARTER SECTIONS CORNER OF SECTIONS 27 & 34 OREGON RESTORATION RECORD 733 (OCRR 733) RECOVERED MONUMENT OF RECORD, AS NOTED, HELD 0 SEARCHED FOR MONUMENT OF RECORD NOT FOUND ® SET 5/8" REBAR WITH YELLOW PLASTIC CAP MARKED "HWA' © CURVE NUMBER, SEE TABLE < > ORIGIN OF MONUMENT IS:\Land Projects\201001—Neff Road Legal ization\dwg\201001—ROS.dwg May 07, 2021 — 9:05am TL1712340001803 —SCHOOL DISTRICT #1— NARRATIVE TL171227CCO5200 STATUTORY WARRANTY DEED (2018-7381) S86'06'1711E 249. 6 gY (R5) S8632"E 249.81 0 WE WERE RETAINED BY THE CITY OF BEND TO PROVIDE PROFESSIONAL LAND SURVEYING SERVICES IN SUPPORT OF LEGALIZATION EFFORTS FOR A PORTION OF THE NEFF ROAD RIGHT OF WAY. THE LEGALIZED PORTION OF THE NEFF ROAD RIGHT OF WAY REPORTED THIS SURVEY WAS ESTABLISHED BY CITY OF BEND RESOLUTION 3235, ADOPTED BY A VOTE OF THE BEND CITY COUNCIL ON DECEMBER 16, 2020, FILED IN THE RECORDS OF THE CITY OF BEND. THE GEOMETRY OF THE LEGALIZED CENTERLINE WAS CONTROLLED BY THE TRAVELED CENTERLINE OF THE EXISTING ROADWAY AND THE RECOVERED MONUMENTATION AS REPORTED HEREON. THIS RECORD OF SURVEY WAS PREPARED TO SATISFY OREGON REVISED STATUTE 223.950(2), IN ACCORDANCE WITH OREGON REVISED STATUTE 209.520 AND WAS A GROUND SURVEY OF THE LANDS DESCRIBED IN CITY OF BEND RESOLUTION 3235, DATED DECEMBER 16, 2020; I WAS UNABLE TO DETERMINE THE ORIGIN OF THE RECOVERED MONUMENTS AT THE CORNER OF SECTIONS 27, 28, 33 & 34 AND THE QUARTER SECTION CORNER OF SECTIONS 27 & 34. BOTH OF THESE MONUMENTS HAVE BEEN ACCEPTED AS THE CORNER POSITIONS, RESPECTIVELY SINCE THE LATE 1970'S AND WERE HELD THIS SURVEY FOR THE LINE BETWEEN SECTIONS 27 AND 34. THE CORNER OF SECTIONS 27, 28, 33 & 34 WAS AT ONE TIME MONUMENTED IN NUMEROUS LOCATIONS WITH "SPIKES IN PAVEMENT" AS NOTED ON THE FACE OF (R1) CS02828. BASED ON MY SURVEY IT APPEARS THAT THE PRESENT DAY MONUMENTED POSITION FOR THIS CORNER DOES NOT AGREE WITH MONUMENTED CORNERS OF EASTWOOD ESTATES RECOVERED THIS SURVEY. THIS LEADS ME TO THE CONCLUSION THAT WHOEVER SET THIS PRESENT DAY MONUMENT DID NOT POSITION IT AS MR. GEORGE COOK DID PER (R2) EASTWOOD ADDITION. MR. GEORGE COOK'S POSITION FOR THIS SAME CORNER WAS APPROXIMATELY ONE-HALF FOOT SOUTH, WHICH EXPLAINS MY SHORTAGE IN THE MEASURED DISTANCE OF THE EAST LINE OF (R2) EASTWOOD ESTATES. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM AS DETERMINED BY GPS OBSERVATIONS USING THE OREGON REAL-TIME GNSS NETWORK (ORGN). RECORD REFERENCES IN MOST INSTANCES, BEARING AND OR DISTANCE REFERENCES REPORTED HEREONARE LIMITED TO THE LA TESTREPORTED RETRACEMENT. (R1) FANCHER & SWARENS TRACTS: BY WILLIAM HUDSON; DATED MARCH -MAY, 1961; FILED AS CS02828. (R2) EASTWOOD ADDITION: BY GEORGE J. COOK; RECORDED APRIL 21, 1966 IN CABINET A AT PAGE 134; FILED APRIL 21, 1966 AS CS07030. (R3) MINOR LAND PARTITION MP-78-162: BY GEORGE COLVIN; FILED AUGUST 10, 1978 AS CS02815. (R4) MAP OF SURVEY: BY DAVID HOERNING; FILED SEPTEMBER 1,1978 AS CS02847 (R5) RECORD OF SURVEY: BY JACOB D. POWELL; FILED OCTOBER 5, 2020 AS CS20327. 5/8"REBAR WITH YPC MARKED "H.A. MCCOYENGR" <LEEHAVEN> 1547.14' LOT 21 LOT 2C PINES AT PILOT BUTTE, PHASES 3&4 LOT 30 LOT 31 r-3 t 1 1 1 1 I 27 -----♦- 34 T17S R12E QUARTER SECTION CORNER SECTIONS 27 & 34 RECOVERED 2-1/2" BRASS CAP IN MONUMENT CASE OCRR 733 <UN -KNOWN> 0 10 20 40 60 80 120 SCALE: 1 " = 40' FDESCHUTES COUNTYSURVEYOR LED 51101a0,21 BY. PO k-t REGISTERED PROFESSIONAL LAND SURVEYOR 114 \Ao k OREGON SEPTEMBER 17, 2018 CIVIL ENGINEERING I SURVEYING PLANNING BENJAMIN J. HRON 62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703 92723 PH: (541)389-9351 I FAX: (541)388-5416 WEB: WWW.HWA-INC.ORG EXPIRES: 6/30/2021 SHEET 1 OF 1