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HomeMy WebLinkAboutSurvey 20731NARRATIVE > THE PURPOSE OF THIS SURVEY IS TO ADJUST THE PROPERTY LINES ACCORDING TO THE CONFIGURATION N O REQUESTED BY OUR CLIENT ALLISON THOMAS AND PER THE DESCHUTES COUNTY APPROVED LAND USE DECISION N -4 �. C/) ca FOR PROPERTY LINE ADJUSTMENT, BEING FILE NUMBER: 247-21-000193-LL / 722-V. W DOCUMENT NO.: THE SUBJECT PROPERTY BOUNDARY OF SAID ADJUSTMENT IS THE PARTITION PLAT NO. 1998-57 OF RECORD. 2020-19055 -J `o THE PARENT PARCEL OF SAID PARTITION IS THE PLAT OF RECORD- UNICORN MEADOWS. J w ALL TRACTS IN THE ADJUSTMENT EXCEED 10 ACRES, THEREFORE, A FIELD SURVEY WAS NOT PERFORMED. THE 0 z Z INFORMATION SHOWN ON THIS SURVEY IS THE SAME AS PARTITION PLAT N0. 1998-57 AND THE PLAT OF Q 0 UNICORN MEADOWS. THIS SURVEY IS BEING FILED FOR DOCUMENTATION PURPOSES. t� 0 THE RESULTANT TRACT "A" IS ALL OF THE ORIGINAL PARCEL 1 NORTH OF THE CANAL AND ALL OF PARCEL 2 INITIAL POINT 0 U OF SAID PARTITION PLAT. THE RESULTANT TRACT "B" IS ALL OF THAT PORTION OF SAID PARCEL 1 SOUTH OF 1 /4 CORNER OF SECTION 2 CD (n THE CANAL. PARCEL 2 OF PARTITION PLAT NO. 1998-57 WILL BE ACQUIRED BY SAID TRACT "A" OF THISco I• 3.25" ALUMINUM CAP 0 W- 00 PROPERTY LINE ADJUSTMENT. THE BASIS OF BEARINGS IS COMMON TO THE SAID PARTITION WHICH IS ALONG (SEE OCRR 0763) N T- :D THE MONUMENT LINE MARKING THE EAST LINE OF PARCEL 2 OF SAID PARTITION. SECTION2 _ S 89'24'51" E 1322.31' (R) �. a SECTION 11 co U) Q � N ABBREVIATIONS TRACT A 2 0 _ Qo w 37.47 ACRES (AFTER ADJUSTMENT) W - - N DCSR DESCHUTES COUNTY SURVEY RECORDS (OFFICIAL RECORDS) RESULTANT PLA DEED RECORDING NO.: 2022-03644 _.1 0 �- z_ w O PLA PROPERTY LINE ADJUSTMENT ti o 2 (R) RECORD INFORMATION FROM PARTITION PLAT NO. 1998 57, DCSR, CS#13450, �..� �- W OZ ~ 0 FILED ON 11-12-1998 BY JERRY C. POWELL, PLS #01919, COMPANY: DEA INC., CLIENT: THOMAS EXISTING PARCEL 1 �--- 0 z Q 0 ry W/ WITH OF PARTITION PLAT 1998-57 z 0 UO W w 0 YPC YELLOW PLASTIC CAP (SURVEYOR'S CAP) N 71.40 ACRES (BEFORE ADJUSTMENT) W --� 0 Q Q 0 o -j p JZ LEGEND DOCUMENT NO.: PARCEL 2 OF PARTITION ~ = w m 2019-10786 w PLAT NO. 1998-57 � W Q I- • RECORD 5/8" REBAR WITH YELLOW PLASTIC CAP MARKED "D.E.A. INC." 0 DOCUMENT NO.: � a PARTITION PLAT NO. 1998 57, DCSR, CS#13450 0 , �R� 2018-50090 ® RECORD ALUMINUM CAP PER UNICORN MEADOWS, DCSR, CS#13098, 0 52 DOCUMENT NO.: Cy U) 0 3�� . „ W 3.54 ACRES (BEFORE PLA) 2019-21623 Q p FILED ON 11-12-1997 BY JERRY C. POWELL, PLS 01919, COMPANY: DEA INC., CLIENT: KARAMI 0 z 2.20 5� s .� . N W o 0 EXISTING Z o \�'• LINES TO Z BOUNDARY LINE a' ABANDON o - w C') 150 BY 250 �\ �y �\ o J O CENTERLINE DRAINFIELD EASEMENT ________ PER PARTITION PLAT NO. O y L2 >- M EASEMENT LINE 1998-57 C11 N PROPERTY LINE o\ vo C12 0 L1 �� z QUARTER SECTION / SECTION LINE �`' \ L10 �S L6 �� W W - - RIGHT-OF-WAY LINE \� �� 5? �Rl 'Sl' E�- * 9 �7 `� �- F-- 0 - - - - - + ORIGINAL PARCEL 2 OF PARTITION 1998-57 LINES TO BE ABANDONED Cot -7. C10 C8 EXISTING 0 IRRIGA Tj C 7 *IV cL9 2 0' WI D E ON CAAIA N � oo 1 L3 DRIVEWAY EASEMENT 0. CURVE TABLE (R) CURVE # LENGTH RADIUS DELTA CHORD CHORD BEARING C1 226.31 950.00 13°3857" 225.78 N82° 38' 55"W C2 125.46 950.00 07034'00" 125.46 N85° 41' 23"W C3 20.03 950.00 001 *12'28" 20.03 N81 ° 18' 09"W C4 80.82 950.00 04`52'28" 80.80 N78° 15' 41 "W C5 80.02 250.00 18*20'19" 79.68 N15° 01' 56"E C6 159.16 845.00 10*47'32" 158.93 N29° 35' 51 "E C7 48.98 165.00 17°00'31" 48.80 N26° 29' 22"E C8 30.55 18.00 97*14'04" 27.01 N30° 37' 55"W C9 30.79 80.00 22°03'04" 30.60 N68° 13' 25"W C10 35.31 40.00 50°34'20" 34.17 N82° 29' 03"W C11 52.96 60.00 50034'20" 51.26 S820 29' 03"E C12 23.09 60.00 22°03'04" 22.95 S68° 13' 25"E C13 64.49 38.00 97*14'04" 57.02 S30° 37' 55"E C14 54.92 185.00 17°00'31 " 54.72 S26° 29' 22"W C15 155.40 825.00 10*47'32" 155.17 S29° 35' 51 "W C16 74.61 230.00 18°35'07" 74.28 S14° 54' 32"W C17 20.19 1050.00 01 °06'07" 20.19 S82° 04' 11 "E C18 104.37 1050.00 05°41'42" 104.32 S78° 40' 18"E DIESCH COUNTY PIS By;,, LINE TABLE (R) LINE # LENGTH DIRECTION L1 20.00 N17° 39' 03"W L2 16.63 S72° 13' 48"W L3 16.67 N72° 13' 48"E L4 56.63 N57° 11' 53"W L5 56.63 N57° 11' 53"W L6 134.26 N79° 14' 57"W L7 134.26 N79° 14' 57"W L8 50.17 N34° 59' 37"E L9 50.17 N 34° 59' 37"E L10 51.16 S17' 39' 03"E 758. 40, 25 - ' �`040 o S 75.49`27'' C3 C16 c E 11,35 6 C4 C2 350.91' (R) Cl C17 N 89'28'23" W` 0 d- DOCUMENT NO.: 2017-47937 EXISTING PARCEL 1 OF PARTITION PLAT 1998-57 3: 71.40 ACRES (BEFORE ADJUSTMENT) 0 0 0 0 TRACT B z 37.47 ACRES (AFTER ADJUSTMENT) RESULTANT PLA DEED RECORDING NO.: 2022-03645 00 zrn �co z N w , ZN 00 N '1 0 0 0 0 (R) N 13-3739" E 127.32 I I h 0 vaf d- oi �U) 00po oz N ry �Q w w wm 0 00 0 0 0 0 F50 0 om z 0 U) 20.00' (R) DOCUMENT NO.: 2015-12933 I N 89'28'13" W 1146.86' (R) S 89028'13" E 50.00' (R) - - - - -N 89'28'13" W 1196.86' (R) - _ ------------____-_-- _--_DODDS ROAD (60-ROW. -- PER PARTITION PLAT NO. 1998-57 COID IRRIGATION CANAL (100') REGISTERED PROFESSIONAL LAND SURVEYOR PAI v ff MY - OREGON MAY 9, 2017 NEHEMIAH WILLIAMS 78470PLS ZGo 0(A ZW �r �N20 a �- m - �o N W 0) �M V po �0� _ > L co C Q i/i 0 a pQ o°' p o_ Z ® a Pei N DATE: FEB 01, 2022 DESIGN: NAW DRAWN: NAW CHECKED: PMG SCALE: 1 "=200' PROJECT NUMBER: OPDX-0200-0001 DRAWING FILE: SV-AJ-OPDX-0200 SHEET NO. 1 OF 1 0 RENEWS: 6/30/2022 0