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Home My WebLink AboutSurvey 21239- - 16 12 12 TL 505 NW CORNER SECTION 13 HELD 3" BRASS CAP AS MARKED PER �...� i U N • _.. � 16-12-13B co TL 500 (0 0 Before:12.49+/- ACRES 001 co After:11.34+/- ACRES Z ?� z (Vol. 2024, Pg. 00847, 16— EXHIBIT A) z TL rnrn -Po ADJUSTED LINE--,,,,, '°E 220.00' (M) 1 6 —1 2 —1 3 B G , JUS NE N83.53 36 TL 600 �— , After: 2.20+/- ACRES (Vol. 2024, Pg. 00847, N19'41'30"E 333.00'(M) EXHIBIT B) tt--N19*43'55"W 195.77'(M) - - F L2 —� 1 LINE TO BE ADJUSTED i Lt N4`59'36"E 111.63'(M) N87'34'06"E I I SO°00'23"W 32.71'(C,R1) / 53.42' TOTAL(C,R 1) N90'00'00"E(R2) / N89`26'00"E NB9°26'03"E , ,� 300-01'(C,R1) 204.64'(C Rt(RIYHELD(B) N84'51 17 E +� 201.38 (C,R1,R2)_ L4- _ S83`51'4, „E N89"26'00"E 305.60'(C,R1) - �160.34' � _ �"�� 38 '(M,R1) (R1)-HELD (C, R 1 BEARINGS ,.��.. `_ _ �'�' N 83° SBASIS OF BEAR (R1 }HELD (A) (R1)-HELD (R1}HELD N84'18'37"E 111.08'(M,R1) 16-12-13B TL 700 Parcel Line Table LINE BEARING LENGTH L1(C) N0°3, 00"W 152.00' L1(R2) NOWOO"W 152.W L2(C) N89026'00"E 300.00' L2(R2) N90-WOO"E 300.00' L3(C) S0°3,00"E 152.00' L3(R2) SO°00'OO"E 152.00' L4(C) S89°26'00"W 300.00' L4(R2) N90°OO'0 V 300.00' 12-13B 400 7'34'06"E 7.01'(C,R1) S5'34'26"E 21.87'(C,R1) -S89'26'00"W 7.69'(C,R1) PROPERTY LINE ADJUSTMENT 247-23-000626—LL) JANUARY, 2024 TRACTS OF LAND LOCATED IN THE SW 1/4 OF SECTION 12 AND THE NW 1/4 OF THE NW 1/4 OF SECTION 13, TOWNSHIP 16 SOUTH, RANGE 12 EAST, Y.M., DESCHUTES COUNTY, OREGON SURVEYOR'S CERTIFICATE: I, Robin Michael Tye, a Registered Professional Land Surveyor No. 65719 in the State of Oregon, do hereby certify that I or those under my direct supervision have made a survey of the lands shown on this plat of survey and further certify that said lands were correctly surveyed according to State Statutes and the Rules of Common Law. SURVEYOR'S NARRATIVE: The purpose of this survey was to adjust and monument the common lines between Tracts of land, Located in the NW 1/4 of the NW 1/4 of Section 13, Township 16 South, Range 12 East, Willamette Meridian, Deschutes County, Oregon, described in Document NO. 2022-35155. The Basis of Bearings is a line between the monuments found on the South line of said property labeled (A) and (B) per (R1). Control for this survey was based on referenced surveys hereon. All found monuments were held in their found position for this survey No attempt was made in this survey to determine the Right —of —Way of 61ST Avenue (Pleasant Ridge Road). The Right —of —Way of 61 ST Avenue shown hereon is for location purposes only and has no effect on this property line adjustment. I then adjusted the common property line between said Tracts of land as requested by our client. Monuments found and set during the course of this survey are as shown on the subjoined survey map. LEGEND • = FOUND PER NOTED RECORD O = SET 5/8" IRON ROD WITH YPC MARKED "SCE&S", UNLESS NOTED OTHERWISE (R1) = PROPERTY LINE ADJUSTMENT BY T. CHAPMAN (CS 16142), FILED 11 /01 /2004 MONUMENT-5/8" IRON ROD W/YPC MARKED "BAXTER SURVEYING" (R2) = RECORD OF SURVEY BY E. MANSFIELD (CS 01803), Date 11 /17/1970 (C) = CALCULATED (M) = MEASURED YPC = YELLOW PLASTIC CAP SCMJT Z U r gaysoUX6` LFR t. - G�- �w SCALE 1 "=100' REGISTERED PROFESSIONAL LAND SURVEYOR OREGON J U N E 13, 2008 ROBIN MICHAEL TYE 65719 f*� PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882 t 12396 CLIENT: GON ZALEZ W.O. # 10035-04 RE N E WS:06/30/2024 PLATE ONE OF ONE 12-13B 400 7'34'06"E 7.01'(C,R1) S5'34'26"E 21.87'(C,R1) -S89'26'00"W 7.69'(C,R1) PROPERTY LINE ADJUSTMENT 247-23-000626—LL) JANUARY, 2024 TRACTS OF LAND LOCATED IN THE SW 1/4 OF SECTION 12 AND THE NW 1/4 OF THE NW 1/4 OF SECTION 13, TOWNSHIP 16 SOUTH, RANGE 12 EAST, Y.M., DESCHUTES COUNTY, OREGON SURVEYOR'S CERTIFICATE: I, Robin Michael Tye, a Registered Professional Land Surveyor No. 65719 in the State of Oregon, do hereby certify that I or those under my direct supervision have made a survey of the lands shown on this plat of survey and further certify that said lands were correctly surveyed according to State Statutes and the Rules of Common Law. SURVEYOR'S NARRATIVE: The purpose of this survey was to adjust and monument the common lines between Tracts of land, Located in the NW 1/4 of the NW 1/4 of Section 13, Township 16 South, Range 12 East, Willamette Meridian, Deschutes County, Oregon, described in Document NO. 2022-35155. The Basis of Bearings is a line between the monuments found on the South line of said property labeled (A) and (B) per (R1). Control for this survey was based on referenced surveys hereon. All found monuments were held in their found position for this survey No attempt was made in this survey to determine the Right —of —Way of 61ST Avenue (Pleasant Ridge Road). The Right —of —Way of 61 ST Avenue shown hereon is for location purposes only and has no effect on this property line adjustment. I then adjusted the common property line between said Tracts of land as requested by our client. Monuments found and set during the course of this survey are as shown on the subjoined survey map. LEGEND • = FOUND PER NOTED RECORD O = SET 5/8" IRON ROD WITH YPC MARKED "SCE&S", UNLESS NOTED OTHERWISE (R1) = PROPERTY LINE ADJUSTMENT BY T. CHAPMAN (CS 16142), FILED 11 /01 /2004 MONUMENT-5/8" IRON ROD W/YPC MARKED "BAXTER SURVEYING" (R2) = RECORD OF SURVEY BY E. MANSFIELD (CS 01803), Date 11 /17/1970 (C) = CALCULATED (M) = MEASURED YPC = YELLOW PLASTIC CAP SCMJT Z U r gaysoUX6` LFR t. - G�- �w SCALE 1 "=100' REGISTERED PROFESSIONAL LAND SURVEYOR OREGON J U N E 13, 2008 ROBIN MICHAEL TYE 65719 f*� PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882 t 12396 CLIENT: GON ZALEZ W.O. # 10035-04 RE N E WS:06/30/2024 PLATE ONE OF ONE