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HomeMy WebLinkAboutSurvey 21103i DA TE.• 0511012J SCALE. 1" = 80' ��14T OF Ty t 0 �PP�F1- AP D/`rx 4Zv 3 W SE 1 /16 TH CORNER; vi ::3 S S m o BLM 3-1 /4" ALUMINUM CAP S11 2014 PROPERTY LINE ADJUSTMENT for Craig &Jennifer Heimuller between Parcel > and Parcel 2 of PP2019-16 (File No. 247-23-000133LL) Located in the S89 52'20"E 59.86 (M) ?ALVID MANPG� N89 54'22"W 60.00 (P) S89'53'40"E 60.00 (P1) CORNER LANDS IN 1UMAL0 IRRIGATION CANAL S89'5354"E 1234.50 (P,P1) S89 5331 "E 1234.30 (M) W ---------------------------------- 967.16 (M) T44.§�� 267.14 (M) ol�- Z� / �`` LINE TO BE ABANDONED 838.21 (M)�71 SF o � l a78 ACRES , WALDRON ' �`''\-S41*12'07"W 59. N89'53 54HW 882.72 (M) Deed No.12023-12289=�-a 11 ACRES90 (M) N89 53 54 W 882.87 (P) ; 4,748 SF COURT S41 '16'48"W 59. 95 (P) h ., Deed No. 2023-122W BASIS OF BEARINGS N �/ S72'19'27"W 60.35 (M) S72'13'42"W 60.33 (P) 5 / 1 1 CL �1 1 0� o� Loto PeN CUR VE TABLE CURVE DELTA LENGTH RADIUS CHORD Cl(M) 137'07'53" 119.67 50.00 N06'19'19"E 93.08 Cl(P) 137'16'36" 119.80 50.00 N06'19'46"E 93.13 C1 P1 137'15'57" 119.79 50.00 N06'19'46"E 93.13 C2 M 82'4937" 72.28 50.00 N332827"E 66.15 C2 P 83'10'52" 72.59 50.00 N3302238"E 66.38 C3 M 54'18'16" 47.39 50.00 N35 05'29 "W 45.64 C3 P 54'05'44" 47.21 50.00 N35'15'40"W 45.47 ADJUSTED PARCEL 2 AREA BEFORE & AFTER ADJUSTMENT = 9.95 ACRES Deed No. 2023-12291 /_ 1 <v h0^ cb' ry .hh00 o c( I 10' WIDE CENTRAL ELECTRIC �1 N I COOPORA TI VE �� rob/ v POWER EASEMENT pQ �j• / 1 �-`, CL Deed No. 2023-12287 ^� / I m Cop co 00 -- ----- ------ bl, W lW LOM 0.67 ACRES o 29,423 SF / 38.51 (P) \�� �� Deed No. 2023-12288 v' 38.42 (M) S89'52'24 "E 612.86 (C) i i � ADJUSTED / L I S89'53'47"E 612.86 (P,P1) LINE TO BE ABANDONED_ / AREA BEFOREA& AEFTER 1 - S89 54'S6 "E 199.54 (M ADJUSTMENT = 9.42 ACRES S89 53'47"E 199.47 Deed No. 2023-12290 1 (P . I 1 � co I L LO N J 0 o Ui Ui Q PARCEL 1 of PP2000-44 LO 1 I I 1 � N0 TE: i 1 REFER TO PARTITION PLAT NO. 2019-16 FOR ADDITIONAL DETAILED AND DIMENSIONED EASEMENTS ON THE SUBJECT PROPERTIES.. ------------------------------------ S89 53'47"E 633.29 (P,P1) T.16S., Deschutes Baxter Land Surveying, Inc. P.O. Box 7022 Bend' Oregon 97708 (541) 382-1962 SE 114 SE 114 Sec. 11, R.11 E., W M., County, Oregon NARRA Tl VE: THE PURPOSE OF THIS SURVEY WAS TO ADJUST THE BOUNDARY BETWEEN THE PROPERTY DESCRIBED IN DEED No. 2022-35824, BEING PARCEL 2 OF PAR777ION PLAT 2019-16 AND THE PROPERTY DESCRIBED IN DEED No. 2021-14803, BEING PARCEL 1 OF PARTITION PLAT 2019-16. THIS ADJUSTMENT SATISFIES THE COND177ONS OF THE DESCHUTES COUNTY FILE No. 247-23-000133-LL. I FOUND AND HELD MONUMENTS PER SAID PARTITION PLAT No. 2019-16 AND SET THE CORNERS OF THE ADJUSIED PROPERY LINES AS SHOWN HEREON. BEARINGS ARE BASED ON THE NORTH LINE OF SAID PARCEL 2 BETWEEN FOUND MONUMENTS, PER SAID PAR777ION PLAT. REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 26, 1989 JAMES D. PERRY 2407 RENEWS 12-31-2024 LEGEND O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "BAXTER SURVEYING" • FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "H.A. MCCOY ENGR" UNLESS NOTED P FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "SCE&S" (p) BEARING & DISTANCE PER PARTITION PLAT No. 2019-16 BY JASON SIMES, FILED 811312019 (CS19984) (P1) BEARING & DISTANCE PER PARTITION PLAT No. 2000-44 BY MICHAEL TYE, FILED 911412000 (CS14173) (M) MEASURED BEARING & DISTANCE (C) CALCULATED BEARING & DISTANCE DESCHUYES COUNTY SURVEYOR FILED�BY: C011 Cm 2023020-APP.dwg tgp �2>>03