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Home My WebLink AboutSurvey 21568DETAIL A SCALE: 1 " = 30'/ TAX LOT 3000 SW 35TH ,'HELD P.I. PER (A,B,C,E,G) ST \� STA. 213+40.45 i N89'51 '28"E 2.01 ' (C)N89'51 '28 "E 2.02' (E)S85°59'24"W 1.88' o i i o �, ` r,i O _ 7Lo HIGHWAY 126 w00 � CO 41Wod'N i II00�O�!� DESTROYED BY CONSTRUCTION, CALC. II. oW=o FOR COMMENCEMENT �o„ `,POINT PER DEED (H) c^+ ' CDR - �\\ 00 v/4 i RECORD OF SURVEY FOR WAYNE & HELEN MARTIN JOINT TRUST SITUATE IN THE SOUTHWEST ONE -QUARTER OF THE NORTHWEST ONE -QUARTER (SW114 NW 1 /4) OF SECTION 17, TOWNSHIP 15 SOUTH, RANGE 13 EAST, W.M., CITY OF REDMOND, DESCHUTES COUNTY, OREGON O 0 PP202 2 6 7 8 9 m m 1 2 3 4 (D)215.36' 215.59' • 4 S02'35' 14 "E 42.34'--- I I I MEADOWBROOK ESTATES PHASE JI 5 6 7 8 (D)240.00' 239.89' N89'48'03"E 588.69' (D,H)S89'51'28"W 588.56' S89'45'17"W 586.68' (H)S89°52'25 "W 586.59' SURVEY DATE. APRIL 18, 2025 NW1/16 PER (F) 1 I 1 l ap I �N cc °'^ 11 12 9 10 1 ,� �W (D)133.20' o �•- 133.2 1' cv ;• o 0 ooz zm S00'07'43 "W 41.83' (H)S00°09'45"W 41.82' I i (J)S89'47'56 "E 587.58' SCALE: DETAIL B _- -- Lo 3 (1)587' 1 " = too' SCALE: 1 " _ 10, : VOL. 296 \ \ \ Q) TAX LOT 151317BC-03400 N o zo o ^ c6 o TAX LOT 151317BD-03300 PG. 2790 (H) �� TAX LOT 3400 �\ VOL. 296, PG. 2790 (H) c� '� `"• N n o WAYNE & HELEN MARTIN JOINT TRUST o N '� VOL. 296, PG. 2790 (H) oo �. w w TAX LOT 151317BC-03500 3 3 LOT 1, BLOCK 6, = �� SE COR. LOT 1, (C,D,G,J) 2 m r�i �' I4i DEED NO. 2008-14619 (1) w 1*1 � o MEADOWBROOK o ESTATES, PHASE 2 �- BLK. 6 (D) LIES 50 , cp ry C4 cfl AREA 3.99 ACRES o o '- I o o 0 0 � 0.23 NOFR.O.W. � coo wcoo 0�1 Z o moo co o Z 1 N89' 18'02 "E 5.00' LINE, HELD FOR E. LINE OF LOT 1. c"- can o 1 N89'51 '28"E 1 � / 753.59' (J)752.80' SEE 1 �� STA. 216+00 (BEG), i ' LIES 0.18 N. OF �- f 262.12' (D H)262.11 ' (D)212.11 ' ��. a 491.47' (H)491.47' _ DETAIL C , 572.49' (1)571 ' (J)572.90 i �. 657.65' (H)658.31 ' (J)656.95' _. i ` R.O.W. LINE, NOT HELD. ' �� STA. i �� ' " 11 `� ll'SEE N89'S1 28 E, 1326.08 213+40.45 (A,C,E,G) y � __ (H)N89°51 28 E 1326.08 N89'S1'28"E 1985.74' BETWEEN P.I.'S ODOT DRIVEWAY ACCESS ( ) HIGHWAY 126 �/� S18 I S17 1 SEE DETAIL B CALC. POSITION,\ ,'DETAIL A _ HIGHWAY _ A S89°40'17"E 1985.98' FILE N0. 31814/RW24954 O " 226+48, 35 WIDE A �� 1 HELD FOR N. R.O.W.PER (A C G) > > P.I.. STA. 233+26.43 '�-------� . - _ - _ _ _ _ _ _ - _126 _ _ _ _ _ W1/4 CORNER Y14 _ _ - - N89'56'02"E (CALC.) - - _ _ _STA. = (H)N89°51 28 E _ _ _ _ (J)S89°52'38"W SEE DETAIL D OF SEC. 17 COR (B,J)N89°54'06 "E DETAIL C SCALE: 1 " = 5' 1 w Z i DEED N0. N \�� VOL. 296 NARRATIVE REFERENCE SURVEYS AND DEEDS I 2008-14619 (I) (J)S89°52'38 "W TAX LOT 3500 � PG. 2790 (H) TAX LOT 3300 i THE PURPOSE OF THIS SURVEY WAS To REESTABLISH THE BOUNDARY MONUMENTS OF THE LANDS DESCRIBED IN STATUTORY (A) - ODOT MCKENZIE HIGHWAY DRG. NO. 8B-19-9, AUGUST 1960. i 1 4. 75' BARGAIN AND SALE DEED NO. 2008-14619 (1), DESCHUTES COUNTY OFFICIAL RECORDS. (B) - SECTIONAL SURVEY BY MANSFIELD, 1971 (CS01142) N89'51'28"E i (c) - PLAT OF MEADOWBROOK ESTATES BY MANSFIELD, 1977 (CS08185) I 1 4.63' ' 1 DURING THE COURSE OF THIS SURVEY, THE FOUND MONUMENTS WERE MEASURED USING RTK GPS EQUIPMENT. THE CONTROLLING (o) - PLAT OF MEADOWBROOK ESTATES PHASE ll BY MANSFIELD, 1978 (CS08188) N89'51 '28 "E - - - LINES AND METHOD FOR RE-ESTABLISHING MISSING MONUMENTS FOR THIS SURVEY ARE AS FOLLOWS: (E) -BOUNDARY SURVEY BY GATEMAN, 1993 (CS 11671) i� � N8T50 ,30 "E 4.64i ,� NOT HELD THE NORTH RIGHT-OF-WAY OF HIGHWAY 126 WAS HELD BETWEEN THE FOUND P.I. MONUMENTS AT STATION 213+40.45 AND STATION (F) (G) _ PLAT OF VILLAGE POINTE PHASES 4-7 BY MANLEY, 2007 (CS17246) PRE -CONSTRUCTION RECORD OF SURVEY BY HAGLUND, 2016 (CS19238) i 233+26.43 PER (A) AND (G), ESTABLISHING THE SOUTH LINE OF SUBJECT PROPERTY. THE DISTANCE BETWEEN THESE MONUMENTS (H) - BARGAIN AND SALE DEED VOL. 296, PG. 2790, RECORDED 41212008, D.C.O.R. HIGHWAY 126 CLOSELY AGREES WITH THE HIGHWAY STATIONING AND THE WEST P.I. WAS HELD AT STATION 213+40.45 AS THE BASIS FOR FURTHER ROAD STATION CALCULATIONS. (0 - STATUTORY BARGAIN AND SALE DEED NO. 2008-14619, RECORDED 412711993, D.C.O.R. ��' (j) - PLAT NO. 3 - MILE AWAY RANCH, UNIT ONE BY MANSFIELD, UNRECORDED SURVEY, 1971 \ THE FOUND NW1/16 CORNER OF SECTION 17 AS ESTABLISHED PER (F) AND THE FOUND NORTHEAST CORNER OF THE SUBJECT PROPERTY WERE BOTH HELD, AND THE LINE BETWEEN THEM WAS EXTENDED SOUTHERLY TO THE INTERSECTION WITH THE NORTH HIGHWAY 126 RIGHT-OF-WAY LINE TO ESTABLISH THE EAST PROPERTY LINE AND THE SOUTHEAST CORNER. THE MONUMENT FOUND NEAR THE SOUTHEAST CORNER WAS NOT DOCUMENTED ON ANY RECORDED SURVEYS, BUT IS SHOWN IN UNRECORDED AND UNFILED LEGEND SURVEY (J). SAID CALCULATED SOUTHEAST CORNER LIES DIRECTLY UNDER THE EXISTING FENCE AND LONG-ESTABLISHED LINE OF DETAIL D OCCUPATION AND THE CALCULATED POSITION AGREES CLOSELY WITH SURVEY (J), AS WELL AS WITH THE DEED CALL FOR THE O - SET 1/2" PIPE WITH YPC MARKED "POVEY & ASSOC." ___ --- --�, POSITION OF THE POINT OF BEGINNING OF THE PARCEL TO THE EAST (TAX LOT 3300) PER DEED (H). THE DEED FOR THE 4 - FOUND 1/2" ROD (No CAP) SCALE: ��' �\ SUBJECT PROPERTY (1) IS JUNIOR THE SURROUNDING PARENT PARCELS, AND THUS THE DEED CONTROLLING THE SURROUNDING 0 - FOUND 5/8" ROD (NO CAP) 1- = 20'//' �`\\\ PARENT PARCELS WAS UTILIZED TO HELP RE-ESTABLISH THE BOUNDARIES OF THE SUBJECT PROPERTY. • -FOUND 5/8" REBAR (NO CAP) DEED NO. �t ` n `� THE WEST LINE OF THE PROPERTY WAS CALCULATED BY HOLDING THE FOUND MONUMENT AT THE SOUTHWEST CORNER OF LOT 3, 0 - FOUND 5/8" REBAR WITH YPC, ILLEGIBLE JUNE 17, 2025 2008-14619 (1) r� BLOCK 7 OF MEADOW ESTATES PHASE II (D), AND THE CALCULATED POSITION OF THE SOUTHEAST CORNER OF THE PARCEL TO THE O - FOUND' 1/2" PIPE (NO CAP) i TAX LOT 3500 ` VOL. 296 � WEST (TAX LOT 3400) PER THE DEED CALL IN (H) FROM THE SOUTHEAST CORNER OF LOT 1, BLOCK 6 OF (D). THE SOUTHWEST O• - FOUND 3/4" PIPE (NO CAP) REGISTERED o PG. 2790 (H)\ CORNER POSITION THUS ESTABLISHED AT THE INTERSECTION WITH THE CALCULATED WEST LINE AND THE NORTH HIGHWAY ❑ - FOUND 1 " PIPE (NO CAP) PROFESSIONA i TAX LOT 3300 � RIGHT-OF-WAY LIES DIRECTLY UNDER A LONG-ESTABLISHED FENCE LINE THAT DEFINES THE LINE OF OCCUPATION. THE NORTHWEST • CALCULATED -CALCULATED POINT, NOTHING FOUND OR SET LAND SURVEYOR] 20.54' -. i CORNER WAS PLACED AT THE RECORD DISTANCE FROM THE NORTH RIGHT-OF-WAY OF THE HIGHWAY PER DEED (H) WHICH PLACED YPC - PLASTIC CAP . N89'51 '28"E I THE CALCULATED POSITION AT THE BASE OF AN EXISTING FENCE CORNER POST, ALSO 1N AGREEMENT WITH THE LINES OF OCCUPATION, AND WHERE A DESTROYED IRON ROD WAS ALSO FOUND LYING ON THE GROUND. D.C.O.R. - DESCHUTES COUNTY OFFICIAL RECORDS - 17.50' 17.50' i CALC. - CALCULATED 35.00' �� THE NORTH LINE WAS HELD BETWEEN THE NOW RE-ESTABLISHED NORTHWEST CORNER AND THE FOUND NORTHEAST CORNER, O R E G O N -� � RESULTING IN A LENGTH THAT CLOSELY AGREED WITH THE LENGTH OF SAID LINE PER (H) (I), AND (J). MONUMENTS FOUND � MARCH 09, 2021 � Q \�\ 3 HIGHWAY ALONG THE SOUTH LINE OF BLOCK 7 PER (D) AS SHOWN, AGREE WITH BOTH THE PLAT (D) AND DEED (H), GIVING FURTHER SUPPORT TO THE RESOLVED EAST AND NORTH PROPERTY LINES. MATTHEW G. BANTON Q)�� i� 657 94 \ W + 126 I , FOR THIS SURVEY, THE POSITION OF THE DESTROYED W 1/4 CORNER OF SECTION 17 WAS CALCULATED BY HOLDING THE RECORD RENEWS: 12/31 /25 POSITION PREVIOUSLY USED 1N SURVEY (E), THUS ESTABLISHING THE POINT OF COMMENCEMENT FOR THE PARCELS DESCRIBED 1N - _� • - " DEED (H). ��C U� r. COUNTY Sut�VEYC3F� ❑°�� 9HEO THE BEARINGS FOR THIS URVEY ARE BASED ON E N RIGHT-OF-WAY S THE NORTH LINE OF HIGHWAY 126 PER SURVEYS (C) AND (D). FILED ❑ � LRJ ❑ ❑ LE P.O. BOX 131, REDMOND, OR 97756 (541) 548-6778 25-015ROS.DWG cc CS2t5ss,