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Home My WebLink AboutSurvey 21002DESCHUTES COUNTY PROPERTY LINE ADJUSTMENT NO. LOCATED IN THE SW 114 SW 114 OF SECTION 15, TOWNSHIP ASSESSOR'S MAP 14 13 1500, TAX LOTS 800 & 801, DESCHUTES COUNTY, OREGON SURVEY DATE: SEPTEMBER 16, 2022 1 S 1/16,-7 RECORDING INFORMATION 247-22-000343-LL 14 SOUTH, RANGE 13 EAST, W.M., CJ BERRY FOUNDATION (TAX LOT 800) BEFORE ADJUSTMENT CHERRY CREEK INVESTORS LLC (TAX LOT 801) BEFORE ADJUSTMENT TRANSFER PARCEL A TRANSFER PARCEL B CJ BERRY FOUNDATION (TAX LOT 800) BEFORE ADJUSTMENT CHERRY CREEK INVESTORS LLC (TAX LOT 801) BEFORE ADJUSTMENT (G)-N89°54'25"E 1316.03' (A)-1320't N89'54'24 "E 1315.96' (CALC) DEED NO. 2017-44989 TL 800 26.76 ACRES BEFORE ADJUSTMENT 26.76 ACRES AFTER ADJUSTMENT I SEE DETAIL c�N " I '�------494.00' ---------- 9. rr a (A,H,I)-494' 1 SCALE. - 1" = 200' - I 156.25' W I (G)-156.17' Z 30' PER PLAT OF HILLMAN a) rn Z I co � o rn _Pk ni y I Q w °'- ) TRANSFER rri C^! PARCEL B S16 SEC COR 6 ___�S21- RECORDING NO., OFFICIAL RECORDS 2017-44989 2021-51779 2022-43836, EXHIBIT "C" 2022-43836, EXHIBIT "D" 2022-43836, EXHIBIT "E" 2022-43836, EXHIBIT "F" TRANSFER PARCEL A 0.45 ACRES N89'56'24 "E 787.28' 702.57' (CALC) (G)-702.56' 787.15' (CALC) S89'56'24"W 818.66' (CALC) (A)-826'f (G)-S89°56'24"W 818.69' DEED NO. 2021-51779 TL 801 11.87 ACRES BEFORE ADJUSTMENT 11.87 ACRES AFTER ADJUSTMENT SET IN (G), LIES I 0.45 ACRES 0.13' S OF 1 N89'59'45"E 815.49' CALC POSITION �x 7 31.51 (CALC) 783.98' S2 5 \ _ • 31.65 (CALC) NE SMITH ROCK WAY 31.33 CALC (A)-N89'50'33"E 494 E (G,H,1)-494' ROAD RIGHT-OF-WAY (SEE DETAIL A BELOW) (B, C, D) - I J09. 34' N89'5824 "E 2618. 68' (B,C,D)-N89°59'01 "E 2618.68' (E)-N89'55'13'E 2618.67' (F)-N89°59'01 "E 2618.71 ' BASIS OF BEARINGS - (G)-S89'58'24"W DETAIL A SCALE. 1 " = 100' (E)-N89°30'36"E 236.55' I NORTH RIGHT-OF-WAY LINE 1911 GEORGE ELLIOTT ROAD I N89'32'57"E 236.56' I (30' NORTH OF AND PARALLEL WITH SECTION LINE) (2 TO 5 PER (E)) SEC �---- 7 CO 2 1 12.10 (E) -1 12.10' S16 S15 1 2 24_(CALC) 54K 12.24 ' (CALC) 1)21 22 205.80 E _ 145.30' 205.81' (CALC_ ; --_• - - O CALC) •�_ S81'18'25'V» 463.35- - - - 6 145.30 463.20 (E)-N8�1.15 49 E L=224.06' R=1477.49' CH=S85'39'05"W 223.84 (E)-L=223.77' R=1477.49' CH=S85°36'08"W 223.56' RECORD SURVEYS & DEEDS (A) MINOR LAND PARTITION NO. MP-78-22, 1978 (CS00301) (B) SURVEY BY BAHRKE, 1999 (CS 13695) (C) PARTITION PLAT NO. 1999-40 BY BAHRKE, 1999 (CS13760) (D) LOT LINE ADJUSTMENT NO. LL-99-68 BY BAHRKE, 1999 (CS13763) (E) RIGHT-OF-WAY MAP BY BERRY, 2000 (CS 14171) (F) PARTITION PLAT NO. 2004-31 BY DEJARNATT, 2004 (CS15833) (G) SURVEY OF "SHAWS VIEW" BY POVEY, 2008 (CS17819) (H) STATUTORY WARRANTY DEED NO. 2017-44989, D.C.O.R. (I) STATUTORY WARRANTY DEED NO. 2021-51779, D.C.O.R. LEGEND YPC CALC D.C.O.R. O SW 1/16 O �. O O e • YELLOW PLASIC CAP CALCULATED DESCHUTES COUNTY OFFICIAL RECORDS SET 3/4" PIPE W/YPC "POVEY & ASSOC." FOUND 3/4" PIPE W/YPC "POVEY & ASSOC." FOUND 1 /2" PIPE W/YPC "POVEY & ASSOC." FOUND 5/8" REBAR (NO CAP) FOUND 5/8" REBAR W/ALUMINUM COLLAR FOUND 1-1/2" ALUMINUM CAP FOUND 3-1/4" ALUMINUM CAP CALCULATED POINT, NOTHING FOUND OR SET LINE TO BE ABANDONED PER THIS SURVEY DETAIL B SCALE: 1" = 60' DESCHUTES COUNTY SURVEYOR FRM aZZ Zv2Z BY: WE WERE COMMISSIONED BY MIKE MENDAZONA OF CHERRY CREEK INVESTORS LLC TO ADJUST THE BOUNDARY BETWEEN TWO TRACTS OF LAND TO ACCOMODATE SETBACK REQUIREMENTS FOR A NEWLY CONSTRUCTED STRUCTURE NEAR THE NORTH BOUNDARY OF HIS PROPERTY SITUATED IN THE SW1/4 SW 1 /4 OF SECTION 15. IN OUR SURVEY, THE ROAD RIGHT-OF-WAY FOR SMITH ROCK WAY WAS RESOLVED USING THE MONUMENTS AND METHODS ESTABLISHED IN BERRY'S SURVEY (E). THE SOUTH LINE OF SECTION 15 WAS HELD BETWEEN FOUND MONUMENTS 2, 3, AND 4. THE ROAD CENTERLINE OF SMITH ROCK WAY WAS HELD BETWEEN THE FOUND P.l.'S (MONUMENTS 5 AND 6) AND BY HOLDING THE RECORD RADII IN THE CURVES PER (E). THE CENTERLINE OF SMITH ROCK WAY TO THE EAST OF THE CURVES WAS HELD BETWEEN FOUND MONUMENTS 5 AND 4 PER (E) AND THE CENTERLINE WAS THEN OFFSET THE RECORD 30' DISTANCE TO ESTABLISH THE NORTH RIGHT-OF-WAY LINE. THE NW CORNER OF THE TRACT OF LAND DESCRIBED IN STATUTORY WARRANTY DEED NO. 2017-44989 (H) WAS ESTABLISHED AT THE CALCULATED S 1/16 CORNER AT POSITION 12 AT THE MIDPOINT OF FOUND MONUMENTS 1 AND 2. THE FOUND MONUMENT 8, BEING THE SW 1/16 CORNER, WAS HELD AS THE NE CORNER OF TRACT (H). THE EAST LINE OF THE TWO TRACTS WAS HELD BETWEEN FOUND MONUMENT 8 AND POSITION 11, BEING THE CALCULATED W 1/16 CORNER OF SECTION 15. THE NORTH LINE OF TRACT DESCRIBED IN STATUTORY WARRANTY DEED NO. 2021-51779 (I) LIES ON THE LINE COMMON TO THE N1/2 AND THE S1/2 OF THE SW1/4 SW1/4 OF SECTION 15 BETWEEN POSITION 10, WHICH WAS CALCULATED AT THE MIDPOINT OF THE EAST LINE OF THE TWO TRACTS, AND FOUND MONUMENT 9, BEING THE NW CORNER OF TRACT (I). THE WEST LINE OF TRACT (1) WAS HELD BETWEEN FOUND MONUMENTS 9 AND 7. MONUMENT 7 LIES 0.13' SOUTH OF THE CALCULATED CORNER POSITION AND WAS HELD ONLY FOR THE WEST LINE OF (1), BUT WAS NOT HELD FOR THE NORTH RIGHT-OF-WAY LINE OF SMITH ROCK WAY. THE NORTH LINE OF TRACT (I) WAS OFFSET 25' NORTHERLY TO MEET SETBACK REQUIREMENTS FOR THE NEW STRUCTURE. THE WEST LINE OF TRACT (I) WAS OFFSET EASTERLY TO CREATE AN EQUAL-AREA LAND EXCHANGE. THE NEW BOUNDARY LINES WERE TRIMMED AND EXTENDED TO CREATE TRANSFER PARCELS A AND 8 AND THE NEW MONUMENTS WERE SET AS SHOWN. THE BEARINGS OF THIS SURVEY ARE BASED ON THE SOUTH LINE OF THE SW 1/4 OF SECTION 15 PER REFERENCE SURVEY (G). NARRATIVE MONUMENT NOTES - - - ` - - - - 1 - FOUND 5/8" REBAR W/ALUMINUM COLLAR, SET IN 1988 PER OCRR 828 2 - FOUND 3-1/4" ALUMINUM CAP, SET 1N 2019 PER OCRR 1965 TL 800 �� 3 - FOUND 3-1/4" ALUMINUM CAP, SET IN 1988 PER OCRR 1610 4 - FOUND 3-1/4" ALUMINUM CAP, SET 1N 1988 PER OCRR 820 � a n N89'S6 24 E ` 5 - FOUND 1-1/2" ALUMINUM CAP, SET IN 2000 PER CS 14171 (E) • 6 - FOUND 5/8" REBAR (NO CAP & BENT), SET IN 2000 PER CS14171 (E) cNn TRANSFER �� 7,8 - FOUND 3/4" PIPE W/YPC MARKED "POVEY & ASSOC.", SET IN 2008 PER CS17819 (G) i 31.51 o PARCEL A � 84.58 i 9 - FOUND 1/2" PIPE W/YPC MARKED "POVEY & ASSOC.". SET IN 2008 PER CS17819 (G) _ _9 _ _ 1 S89'S6'24"W 116.09' -�' ` i 10,11,12 - CALCULATED POSITION, NOTHING FOUND OR SET i Iz i o (G)-S89°56 i 24 W 116.13 � o ' TRANSFER PARCEL A 801 COMMENCING AT THE SW 1/16 CORNER OF SECTION 15, TOWNSHIP 14 SOUTH, RANGE 13 EAST, "POVEY "; "W �\\ I 1-4TL WILLAMETTE MERIDIAN, BEING A 3/4" PIPE AND CAP MARKED & ASSOC. THENCE S00'06'09 /�i ALONG THE EAST LINE OF THE SW 1/4 SW 1/4 OF SAID SECTION 15, 631.72 FEET TO THE POINT OF BEGINNING; THENCE S00'06'09"W ALONG SAID EAST LINE, 25.00 FEET TO THE NORTH LINE OF THE S1/2 OF SAID SW 1 /4 SW 1 /4; THENCE S89'5624 "W ALONG SAID NORTH LINE, 787.15 FEET; THENCE N00' 11 ' 17"W, 25.00 FEET; THENCE N89'5624 "E, 787.28 FEET TO THE POINT OF BEGINNING. i S15 S15 S14 W 1 16 3 S 1/4 4 SEC 1309.34' N89'58'43"E 2636.24' CO, (B,C,D)-1309.34' S22 (B,C,D)-N89°59'16"E 2636.07'S22 S23 (G)-1309.35' �(E)-N89°55'24 "E 2636.07' 2618.70' (E)-N89°56'28"E 5018.20' • N89'5945 "E 5018.34' (HELD OF ROAD FROM 5 TO 4 PER (E)) SOUTH RIGHT-OF-WAY LINE 1911 GEORGE ELLIOTT ROAD (30' SOUTH OF AND PARALLEL WITH SECTION LINE) THE SAME CONTAINING 0.45 ACRES, MORE OR LESS. TRANSFER PARCEL B COMMENCING AT THE SW 1/16 CORNER OF SECTION 15, TOWNSHIP 14 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, BEING A 3/4" PIPE AND CAP MARKED "POVEY & ASSOC.". THENCE S00'06'09 "W ALONG THE EAST LINE OF THE SW1/4 SW1/4 OF SAID SECTION 15, 656.72 FEET; THENCE S89'5624"W ALONG THE NORTH LINE OF THE S1/2 OF SAID SW1/4 SW1/4, 787.15 FEET TO THE POINT OF BEGINNING, THENCE S00' 11 ' 17"E, 624.63 FEET TO THE NORTH RIGHT-OF-WAY OF NE SMITH ROCK WAY (PREVIOUSLY KNOWN AS SEDGEWICK AVENUE); THENCE S89'5945"W ALONG SAID RIGHT-OF-WAY, 31.51 FEET TO THE WEST LINE OF THE PROPERTY DESCRIBED IN WARRANTY DEED NO. 2021-51779; THENCE N00'l1'17"W ALONG SAID WEST LINE, 624.60 FEET TO SAID NORTH LINE, THENCE N89'5624"E ALONG SAID NORTH LINE, 31.51 FEET TO THE POINT OF BEGINNING. THE SAME CONTAINING 0.45 ACRES, MORE OR LESS. S15 j S14 SEC 4 COR S22 S23 PREPARED: DECEMBER 22, 2022 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MARCH 09, 2021 MATTHEW G. BANTON 96574 RENEWS: 12/31/23 PEL� po � HH19 a��oQaca4�� P.O. BOX 131, REDMOND, OR 97756 (541) 548-6778 21-230L.DwG DESCHUTES COUNTY PROPERTY LOCATED IN THE SW 1 /4 SW 1 /4 OF ASSESSOR'S MAP 14 13 1500, TAX DESCHUTES COUNTY, OREGON SURVEY DATE. SEPTEMBER 16, 2022 LINE ADJUSTMENT NO. 24 7-22 - 000343- LL SECTION 15, TOWNSHIP 14 SOUTH, RANGE 13 EAST, W.M., LOTS 800 & 801, RECORDING INFORMATION CJ BERRY FOUNDATION (TAX LOT 800) BEFORE ADJUSTMENT CHERRY CREEK INVESTORS LLC (TAX LOT 801) BEFORE ADJUSTMENT 1 TRANSFER PARCEL A TRANSFER PARCEL B CJ BERRY FOUNDATION (TAX LOT 800) BEFORE ADJUSTMENT w CHERRY CREEK INVESTORS LLC (TAX LOT 801) BEFORE ADJUSTMENT �a (G)-N89`54'25"E 1316,03' (A)-1320'f S 1/16 112 N89.5424"E 1315.96' (CALC) I 0 zo I o� I v �v N I DEED NO. 2017-44989 Z I TL 800 26.76 ACRES BEFORE ADJUSTMENT °�' w I 26.76 ACRES AFTER ADJUSTMENT �v C i I I o -► SEE DETAIL N co I ------------------------r 19 • . • 494.00' (A,H,I)-494' , ;� I i SCALE. � _I. 1 " = 200' -� I 156.25' (G)-156.17' z � o 30' PER PLAT cf, -r I OF HILLMAN _ " O��. 0000 I Qn w I I TRANSFER 14 -j___- PARCEL B SET IN (G), LIES • ( 0.13'SOF S16 Si15 CALC POSITION ---- `S21 -4 -4,0' - - �- 6 (A)-N89'50'33"E 494 f (G,H,1)-494' ROAD RIGHT-OF-WAY (SEE DETAIL A BELOW) DETAIL A SCALE: 1" = 100' (E)-N89`30'36"E 236.55' N89.32'57"E 236.56' (2 TO 5 PER (E)) SEC L_ - - TRANSFER PARCEL A 0.45 ACRES RECORDING NO., OFFICIAL RECORDS 2017-44989 2021-51779 2022-43836, EXHIBIT "C" 2022-43836, EXHIBIT "D" 2022-43836, EXHIBIT "E" 2022-43836, EXHIBIT "F" N89.56'24 "E 787.28' 702.57' (CALC) (G)-702.56' 787.15' (CALC) S89.56'24"W 818.66' (CALC) (A)-826'f (G)-S89°56'24"W 818.69' DEED NO. 2021-51779 TL 801 11.87 ACRES BEFORE ADJUSTMENT 11.87 ACRES AFTER ADJUSTMENT 0.45 ACRES N89.59'45 "E 815.49' \. 1.51 (CALC) 783.98' 31.65' CALC) NE SMITH ROCK WAY 31.33 CALC (G)-31.56'----&15.3J_(LALC,)------- G-815.35 (8, C, D) -1309. 34' N89'5824 "E 2618. 68' RECORD SURVEYS & DEEDS (A) MINOR LAND PARTITION NO. MP-78-22, 1978 (CS00301) (B) SURVEY BY BAHRKE, 1999 (CS 13695) (C) PARTITION PLAT NO. 1999-40 BY BAHRKE, 1999 (CS13760) (D) LOT LINE ADJUSTMENT NO. LL-99-68 BY BAHRKE, 1999 (CS13763) (E) RIGHT-OF-WAY MAP BY BERRY, 2000 (CS14171) (F) PARTITION PLAT NO. 2004-31 BY DEJARNATT, 2004 (CS 15833) (G) SURVEY OF "SHAWS VIEW" BY POVEY, 2008 (CS17819) (H) STATUTORY WARRANTY DEED NO. 2017-44989, D.C.O.R. (I) STATUTORY WARRANTY DEED NO. 2021-51779, D.C.O.R. LEGEND YPC YELLOW PLASIC CAP CALC CALCULATED D.C.O.R. DESCHUTES COUNTY OFFICIAL RECORDS (• SET 3/4" PIPE W/YPC "POVEY & ASSOC." 0 FOUND 3/4" PIPE W/YPC "POVEY & ASSOC." O FOUND 1/2" PIPE W/YPC "POVEY & ASSOC." 0 FOUND 5/8" REBAR (NO CAP) 4 FOUND 5/8" REBAR W/ALUMINUM COLLAR e FOUND 1-1/2" ALUMINUM CAP FOUND 3-1/4" ALUMINUM CAP • -� - CALCULATED POINT, NOTHING FOUND OR SET LINE TO BE ABANDONED PER THIS SURVEY DETAIL B SCALE: 1" = 60' DESCHUTES COUNTY SURVEYOR �Ep !a z'1 2o2Z BY: L° l I i /1 S NARRATIVE WE WERE COMMISSIONED BY MIKE MENDAZONA OF CHERRY CREEK INVESTORS LLC TO ADJUST THE BOUNDARY BETWEEN TWO TRACTS OF LAND TO ACCOMODATE SETBACK REQUIREMENTS FOR A NEWLY CONSTRUCTED STRUCTURE NEAR THE NORTH BOUNDARY OF HIS PROPERTY SITUATED IN THE SW 1 /4 SW 1 /4 OF SECTION 15. IN OUR SURVEY, THE ROAD RIGHT-OF-WAY FOR SMITH ROCK WAY WAS RESOLVED USING THE MONUMENTS AND METHODS ESTABLISHED IN BERRY'S SURVEY (E). THE SOUTH LINE OF SECTION 15 WAS HELD BETWEEN FOUND MONUMENTS 2, 3, AND 4. THE ROAD CENTERLINE OF SMITH ROCK WAY WAS HELD BETWEEN THE FOUND P.l.'S (MONUMENTS 5 AND 6) AND BY HOLDING THE RECORD RADII IN THE CURVES PER (E). THE CENTERLINE OF SMITH ROCK WAY TO THE EAST OF THE CURVES WAS HELD BETWEEN FOUND MONUMENTS 5 AND 4 PER (E) AND THE CENTERLINE WAS THEN OFFSET THE RECORD 30' DISTANCE TO ESTABLISH THE NORTH RIGHT-OF-WAY LINE. THE NW CORNER OF THE TRACT OF LAND DESCRIBED IN STATUTORY WARRANTY DEED NO. 2017-44989 (H) WAS ESTABLISHED AT THE CALCULATED S 1/16 CORNER AT POSITION 12 AT THE MIDPOINT OF FOUND MONUMENTS 1 AND 2. THE FOUND MONUMENT 8, BEING THE SW 1/16 CORNER, WAS HELD AS THE NE CORNER OF TRACT (H). THE EAST LINE OF THE TWO TRACTS WAS HELD BETWEEN FOUND MONUMENT 8 AND POSITION 11, BEING THE CALCULATED W 1/16 CORNER OF SECTION 15. THE NORTH LINE OF TRACT DESCRIBED IN STATUTORY WARRANTY DEED NO. 2021-51779 (I) LIES ON THE LINE COMMON TO THE N 1 /2 AND THE S 1 /2 OF THE SW 1/4 SW 1/4 OF SECTION 15 BETWEEN POSITION 10, WHICH WAS CALCULATED AT THE MIDPOINT OF THE EAST LINE OF THE TWO TRACTS, AND FOUND MONUMENT 9, BEING THE NW CORNER OF TRACT (1). THE WEST LINE OF TRACT (1) WAS HELD BETWEEN FOUND MONUMENTS 9 AND 7. MONUMENT 7 LIES 0.13' SOUTH OF THE CALCULATED CORNER POSITION AND WAS HELD ONLY FOR THE WEST LINE OF (1), BUT WAS NOT HELD FOR THE NORTH RIGHT-OF-WAY LINE OF SMITH ROCK WAY. THE NORTH LINE OF TRACT (1) WAS OFFSET 25' NORTHERLY TO MEET SETBACK REQUIREMENTS FOR THE NEW STRUCTURE. THE WEST LINE OF TRACT (1) WAS OFFSET EASTERLY TO CREATE AN EQUAL-AREA LAND EXCHANGE. THE NEW BOUNDARY LINES WERE TRIMMED AND EXTENDED TO CREATE TRANSFER PARCELS A AND B AND THE NEW MONUMENTS WERE SET AS SHOWN. THE BEARINGS OF THIS SURVEY ARE BASED ON THE SOUTH LINE OF THE SW 1/4 OF SECTION 15 PER REFERENCE SURVEY (G). NARRATIVE MONUMENT NOTES - - - - - - - - 1 - FOUND 5/8" REBAR W/ALUMINUM COLLAR, SET IN 1988 PER OCRR 828 2 - FOUND 3-114" ALUMINUM CAP, SET IN 2019 PER OCRR 1965 TL 800 �`� 3 - FOUND 3-1/4" ALUMINUM CAP, SET IN 1988 PER OCRR 1610 ` 4 - FOUND 3-1/4" ALUMINUM CAP, SET IN 1988 PER OCRR 820 i� " � N89'S6 24 E 5 - FOUND 1-1/2" ALUMINUM CAP, SET IN 2000 PER CS14171 (E) �i • 6 - FOUND 5/8" REBAR (NO CAP & BENT), SET IN 2000 PER CS14171 (E) cNi, TRANSFER �� 7,8 - FOUND 3/4" PIPE W/YPC MARKED "POVEY & ASSOC.", SET IN 2008 PER CS17819 (G) g 31.51 o , PARCEL A 84.58 i 9 - FOUND 1/2" PIPE W/YPC MARKED "POVEY & ASSOC.", SET IN 2008 PER CS17819 (G) _ __ _ 1 S89'56'24"W 116.09' -'� 10,11,12 - CALCULATED POSITION, NOTHING FOUND OR SET I IZ l o (G)-S89°56 I 24 W 116.13 TRANSFER PARCEL A TL 801 COMMENCING AT THE SW 1/16 CORNER OF SECTION 15, TOWNSHIP 14 SOUTH, RANGE 13 EAST, �\ g r3 v ,i WILLAMETTE MERIDIAN, BEING A 3/4" PIPE AND CAP MARKED "POVEY & ASSOC.'; THENCE S00'06'09"W ALONG THE EAST LINE OF THE SW 1/4 SW 1/4 OF SAID SECTION 15, 631.72 FEET TO THE POINT OF BEGINNING; THENCE S00'06'09'W ALONG SAID EAST LINE, 25.00 FEET TO THE NORTH LINE OF THE S1/2 OF SAID SW 1/4 SW 1/4; THENCE S89.5624"W ALONG SAID NORTH LINE, 787.15 FEET, THENCE N00' 11 ' 17"W, 25.00 FEET, THENCE N89'5624 "E, 787.28 FEET TO THE POINT OF BEGINNING. J S15 S15 S14 1 W 1 16 3 S 1/4 4 SEC 1309.34' N89.58'43"E 2636.24' CO, (B,C,D)-1309.34' S22 (B,C,D)-N89°59'16"E 2636.07'S22 S23 (G)-1309.35' -(E)-N89°55'24 "E 2636.07' (B,C,D)-N89°59'01 'E 2618.68' (E)-N89'55'13"E 2618.67' (F)-N89'59'01 "E 2618.71 ' BASIS OF BEARINGS - (G)-S89°58'24"W 2618.70' NORTH RIGHT-OF-WAY LINE 1911 GEORGE ELLIOTT ROAD I (30' NORTH OF AND PARALLEL WITH SECTION LINE) j -(E)-112 1 S16 �?�25 112•24-(CALC S21 'CALC)_ • (E)-145.30' LC)_ 205.81 ( ,25„W 463 35' - - - - - 145.30 ( • 58118 463.20 6 (E)-N81I '15'49T _ (E)-112.10' 112.24'_ (CALC L=224.06' R=1477.49' CH=S85'39'05"W 223.84 (E)-L=223.77' R=1477.49' CH=S85°36'08 "W 223.56' (E)-N89°56'28"E 5018.20' • N89'59'45 "E 5018.34' (HELD q OF ROAD FROM 5 TO 4 PER (E)) SOUTH RIGHT-OF-WAY LINE 1911 GEORGE ELLIOTT ROAD (30' SOUTH OF AND PARALLEL WITH SECTION LINE) THE SAME CONTAINING 0.45 ACRES, MORE OR LESS. TRANSFER PARCEL B COMMENCING AT THE SW 1/16 CORNER OF SECTION 15, TOWNSHIP 14 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, BEING A 3/4" PIPE AND CAP MARKED "POVEY & ASSOC."; THENCE S00.06'09"W ALONG THE EAST LINE OF THE SW 1/4 SW 1 /4 OF SAID SECTION 15, 656.72 FEET; THENCE S89.5624 "W ALONG THE NORTH LINE OF THE S1/2 OF SAID SW1/4 SW1/4, 787.15 FEET TO THE POINT OF BEGINNING, THENCE S00.11'17"E, 624.63 FEET TO THE NORTH RIGHT-OF-WAY OF NE SMITH ROCK WAY (PREVIOUSLY KNOWN AS SEDGEWICK AVENUE); THENCE S89'5945"W ALONG SAID RIGHT-OF-WAY, 31.51 FEET TO THE WEST LINE OF THE PROPERTY DESCRIBED IN WARRANTY DEED NO. 2021-51779; THENCE N00' 11 ' 17"W ALONG SAID WEST LINE, 624.60 FEET TO SAID NORTH LINE; THENCE N89.56'24 "E ALONG SAID NORTH LINE, 31.51 FEET TO THE POINT OF BEGINNING. THE SAME CONTAINING 0.45 ACRES, MORE OR LESS. 11 S151 S14 SEC 4 COR S221 S23 PREPARED: DECEMBER 22, 2022 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON MARCH 09, 2021 MATTHEW G. BANTON 96574 RENEWS: 12/31 /23 [PER a� PowlEw mHo P.O. BOX 131, REDMOND, OR 97756 (541) 548-6778 21-230L.DWG CSk 2 1 0 0 2