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HomeMy WebLinkAboutSurvey 21607PARTITION PLAT NO* aO�5- cZ 2 PARTITION PLAT A REPEAT OF A PORTION OF PARCEL 2, PARTITION PLAT NO.1998-30 AND A PORTION OF LOT 11, BLOCK 4, SOMERSET, PHASE 1, LOCATED IN THE NORTHEAST ONE -QUARTER OF SECTION 1, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON, 247-23-000555-MP SEPTEMBER 2025 HELD 518' IRON ROD NO CAP 20.00' BEAR CREEK ROAD 20.00' OCRR# 0918 S89'39'22"E 573.76'(M,R1,R2) �• BASIS OF BEARING SEC. 36 SEC. 31 -- N89'39'22"W 1310.68'(M,R1,R2) --••- SO'08 34 W 30.00 (M,R1) _ i 403.76' L21 20.b0' ---� L1 tT SEC. 1 SEC. 6 INITIAL POINT 30.00' j 40.00' L3 �'��'♦ 20.W L2 s •'181201 A000100 L20 • 01, =' 0 ! 6 M M M EXISTING C.O.I.D. 6, / � � � o p .p (0 RIGHT OF WAY --� 100.00 , �n $ � SEE DETAIL (B) b/ " 50.00 w cs I Q 0 50.00' p �� / Ln r- N 00 / C0 � 100 100.00, PARCEL 1-50.00' ` • z p � �/ 12.52 ACRES 1 I FOUND 5/8" IRON ROD `� 00 x /� 0.00 ACRES IRRIGATION W/YPC MARKED "BAXTER" 3: / / / �` PUBLIC UTILITY > I (R4) / /��` `'' EASEMENT 00 / ` /5 0. W� PER THIS PLAT SO'08 34 W 328.29 (M)--_,, 'Uo� / , //GAL SEE DETAIL (B) RECIPROCAL ACCESS EASEMENT L16 /'h / � _ .r ---t -- .,�. -- --• I PER THIS PLAT _I ± ` SEE DETAIL (A) �-- ,� / 12.00' I N47'26'00"E 85.13' (M,R3) �� // S33'17'39"E 60.58' S71'19'51 "W/ 16.27'(M) L10 (M,R3) 01 0, / 9 M b 125' X 30' �',�r0°�' S28 4 26 W /3 .43 ( ,R3) .� • IRRIGATION POND , S35' 14'03"W C42.19' M R3 �,9 EASEMENT � 11 i ' ) �9 � _ � o S55 21 08'W 64.35 (M,R3) PER SOMERSET, PUBLIC UTILITY PHASE 1 / N55'21; 08"E �� EASEMENT SEE DETAIL (B) / 104.72 (M,R3) ` PER THIS PLAT tOo St I GAS EASEMENT i\ SEE DETAIL (B) N � PER DOC # �� 12.00' PARCEL 2 0 00 z � 2006-09248 �� 38.56 ACRES o Li ``' % � SEE DETAIL (C) � 23.00 ACRES IRRIGATION o � LOT 11 � , � z 1 BLK. 4 N28'44'23"W 62.92'(M) � S28'39' 10"E 63.10'(R3) )� 222.50' „ o C (M`,R2) 30.00' o SO'08'34"W 111.09'(M) 'V� ,�- �- „ S87i340 E z 110.89'(R3)---'l J _.10.C. 222.50'�e,R1,R2 S ERSE 'C9 N58 34 00 E G� C4 222.50' 23.33 (M,R1,R2) (M R1 R2) 8 3 7 rQ ' M SO'08'34"W 70.43'(M) 106.55,R2 / 30.00' S 99, ( } w z f S12'47'54"W 48.48(M,R1) \3�4�� 98 8 ��R2 i z 99, C' 9 F J 1 0 PART OF PARCEL 2 L ��,�lR�R2 \` w / {to � ,R2J Cy? I to N58'34'00"E 41.77'(C,R1,R2) N58'34'00"E 60.21'(M,R1) ZIN S87*T3'40"E C 222.51 M,R�"�++ 70 I LOT 5 ��4 No'06'05"W BLK. 5 C 15 S67'52'05"E 64.82' 3`:8? ' 118.82'(C,R1,R2) i (M,R1,R2) W 99' 131.08'(M,R1,R2) .�" N58'34'00"E 101.78' '�1,4 Lv o p PARCEL 1 PP 1998-30 C z N 1 , � LOT 6 ��s�. � BLK. 5 2s' ss�;hF SCALE: 1 8�--200'p d 200 0 200 I Parcel Line Table LINE BEARING LENGTH L1(C,R1,R2) N6°53'19"E 124.91' L2(C,R1,R2) N0025'51"E 50.w L3(C,R1,R2) S80°59'04"W 178.60 L4(C,R1,R2) S63°45'45"W 194.94' L5(C,R1,R2) N63°32'01"W 207.69' L6 N13012`08"E 370.95' L7 N16°06'57"W 518.78' L8 N49°4516"E 80.60' L9 S6W32'26"E 413.71' L10 S11°4T06"E 64.80' 1_11 S38°16'58wW 139.88' L12 S54°22'59"E 299.2T Parcel Line Table LINE BEARING LENGTH L13 S22°281)6"E 125.52' L14 N4803W34"E 189.77" L15 N2504816"E 136.88' L16 S33°4T42"E 164.44' L17 S37°1972"W 322.99' L18 S42°53'07"W 267.9T L19 S77°11'02"E 72.96' L20 SWOOV0"E 195.00' L21 N8903972"W 170.00' L22(C,R1,R2) S 17°12'6' E 360.4,T L23(C„R1,R2) S57°4T10"E 106.9T Curve Table Curve Radius Length Chord Bearing Delta CI 110.00 87.39 85.11 N48°34'14"E 45031'15" C2 300.00 117.81 117.05 N3r=350E 22°29'58" C3(M,R1) 394.08 50.00 49.97 S62"1706"W 7°16'10" C4(M,R1,R2) 394.08 18527 183.57 S79°18'1T'W 26°56'13" C5(C,R1,R2) 424.08 253.18 249.43 S75°40'10"W 340122V C6(M,R1,R2) 454.08 271.09 267.08 S75°40'127W 34°12'20" C7(M,R1,R2) 610.01 306.09 302.89 N72051'10"W 28045W C8(C,R1,R2) 640.01 321.15 317.79 N72°51'10"W 28°45W C9(M,R1,R2) 670.01 336.20 332.68 N72-51-10-W 28-45W C10(M,R1,R2) 830.00 136.03 135.88 S63°10122"E 9°2326" C11(C,R1,R2) 800.00 131.12 130.97 S63°1022"E 9°23'26" C12(M,R1,R2) 770.00 12620 126.06 S63-10'22-E VMS' C13(M,R1) 1134.50 185.94 185.73 S63010'22"E 9023'26" C14(M,R1) 305.51 153.30 151.70 N72051'10"W 28°45W C15(M,R1) 89.58 53.48 52.69 S75°40'10"W 34°12'20" SHEET INDEX SHEET 1: PLAT BOUNDARY AND PARCELS SHEET 2: EASEMENT DETAILS SHEET 3: DECLARATION, ACKNOWLEDGMENT, SURVEYOR'S CERTIFICATE, SURVEYOR'S NARRATIVE, APPROVALS 0 = o= Deschutes County Official Records Steve Dennison, County Clerk 2025_24710 ��TES CO 01572938202500247100030035 D-PP Cnt=1 Pgs=3 Stn=25 09/11/2026 03:27 PM $25.00 $11.00 $61.00 $10.00 $10.00 $117.00 LEGEND FOUND 5/8" IRON ROD WITH YPC MARKED "SCE&S" PER CS13320 (R1), OR AS NOTED FOUND 5/8" IRON ROD WITH YPC MARKED "SCE&S" PER CS05063 (R2) FOUND 5/8" IRON ROD WITH YPC MARKED "SCE&S" PER CS16561 (R3) SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "SCE&S" (R1) = PARTITION PLAT NO. 1998-30 BY JAMES TYE (CS13320) (R2) = PARTITION PLAT NO. 1991-71 BY JAMES TYE (CS05063) (R3) = PROPERTY LINE ADJUSTMENT LL-05-67 BY JAMES TYE (CS16561) (R4) = PARTITION PLAT NO. 2001-21 BY TIM CHAPMAN (CS14467) (M) = MEASURED (C) = CALCULATED YPC = YELLOW PLASTIC CAP P.U.E. = PUBLIC UTILITY EASEMENT YPC = YELLOW PLASTIC CAP EILE CHUTES COUNTI(SURVEYOR D s zs BY:�' .�1.L_ 7. REGISTERED PROFESSIONAL LAND SURVEYOR '2 1460%; �� �; OREGON/' JUNE 13, 2008 ROBIN MICHAEL TYE 65719 RENEWS:06/30/2026 COD ^4 ar 0 ti PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882 W.O. # 9966-19 PLATE ONE OF THREE PARTITION PLAT NO* 9025 u- �� PARTITION PLAT A REPEAT OF A PORTION OF PARCEL 2, PARTITION PLAT NO.1998-30 AND A PORTION OF LOT 11, BLOCK 4, SOMERSET, PHASE 1, LOCATED IN THE NORTHEAST ONE -QUARTER OF SECTION 1, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON, 247-23-000555-MP SEPTEMBER 2025 N37' 19'22"E 10.57' N56' 12' 18"E 10.00' RECIPROCAL / \ \ ACCESS EASEMENT \ \ PER THIS PLAT PARCEL 1 / \moo / \'sue. 10.00' \ % � 3r \ 10.00' / \ \ • lop 0000 / S71' 1951 "W 10.36' i PARCEL 2 \-S56*12'18"W 10.00' i / 0 25' 50' 100, SCALE: 1 " = 50' Easement Line Table LINE BEARING LENGTH E25 NO°06'05'W 2.37 E26 N59°472W W 16.65' E27 N84°36'41'E 323.00' E28 SO°08'34"W 12.06' E29 N84°36'41 *E 325.40' E30 NVW050W 113.36' E31 SW0834"W 35.63' E32 N3304T42'W 86.99' E33 N84°36'41"E 772.38' E34 N45°48'37"E 163.70' E35 N45°4837'E 139.81' E36 S54627590E 52.69' E37 S60038'21"E 43.6T E38 N33°30'1O"E 9.57 E39 N35°033YE 172.65' DETAIL(Al Easement Line Table Cont. LINE BEARING LENGTH E40 N35°03'52*E 162.32' E41 N36750"E 89.59' E42 N3675O"E 83.88' E43 N1504017"W 480.43' E44 N1504O'37"W 478.62' E45 N3304T42*W 86.99' E46 S87013'40"E 12.65 E47 S 39019142" W 16.87 E48 N 44°28'42" E 18.62' E49 N 8403641" E 25.47 E50 N 84°36'41' E 12.35' E51 N40°43'35"E 37.10' E52 N0°16'59*E 90.98, E53 N89°33'27"W 10.00' E54 N0016'S9"E 72.OW Easement Line Table Cont. LINE BEARING LENGTH E55 N27°26WE 21.64' E56 N51°51'34"E 55.1W E57 N7°30'03"W 41.71' E58 N8292W67"E 10.00' E59 N7°30'O3"W 47.40' E60 N51 °51'34"E 58.77 E61 N2r2620'E 40.76' E62 N40°43'35"E 14.19 E63 S0003'13"W 167.53' E64 NW5176"W 30.00' E65 S0°08134"W 125.00' E66 N89051'26"W 30-W E67 S0008'34*W 125.00' HELD 51V IRON ROD WIT NO CAP 20.00' BEAR CREEK ROAD 20.00' ocRR # 0918 • -�} BASIS OF BEARING - - N89'39'22"W 1310.68'(M,R1,R2) . 20.b0' --� S63'4545"W 177.75' INITIALPOI 30.00' 40.00' ♦' �. 20.00' 7jrN6332 01 W 161.5 N6'53'19"E 122.57'---' [1 •�181201A000100 NO'25'51 "E 90.74' ... • � /\ 1 0� C.O.I.D A�� LATERAL B 0 N58'38'04"W 30.01' 100.00; y 50.00' "' S80 59 04 W 208.94 l .0 d 1 50.00 / 53.27 J ' n / C/L C.O.I.D CANAL i 100.00, PARCEL 1 50.00' 12.52 ACRES 0.00 ACRES IRRIGATION y 1 1 ,�'� // 12.00' PUBLIC UTILITY ` I 12.00' PUBLIC o�• EASEMENT ` UTILITY f / A - ♦ 1 N59'47'20"W 153.44' PER THIS PLAT E26 EASEMENT 1 '�34'��SEE DETAIL (B) 0 PER THIS PLAT 1 / / ,ix`�' /• �/ w SEE DETAIL (B) ��j/ �^� �• 33 E49 1 ' E27 !�� r r 1 E28 \ �, �. ---_. -7r- -- E45 1 E50 • • 47 E29 moo/ 33.08 12.00 ` I 1 1.39' E31 32 I S44'28'42"W � �l • 132.63' s' C1L 12.00' PUBLIC UTILITY' ♦ EASEMENT ' ♦ r I PER THIS PLAT E6 125'X 30' SEE DETAIL (B)171 1 I IRRIGATION " 0 100' 200' 400' 21 POND �wI FEASEMENT ;,� PARCEL 2 SCALE: 1" = 200' i �PER SOMERSET, �, 12.00• 64 PHASE 1 38•56 ACRES LOT 11 23.00 ACRES IRRIGATION 1 BLK. 4 Ld�i i n 1 �// �, -=-- � 30.00 1 Y. snl.r,,_ I GAS EASEMENT E5B PER DOC # r 1 2006-09248 ' 1 E53 w 1 O i I LO w Lj E55/ 1 / / 30.00' E62 �1 G�6 �V-f_ 30.00' ��5i 5c / 0 0 0 0 0 0 0 IM ©0 Ir- DETAIL B DESCHUTES COUNTY SURVEYOR AILED D9 ;/Z0 zs BY: Cotl;r��, Easement Curve Table Curve Radius Length Chord Bearing Delta C16 454.08 15.70 15.70 S59°3326*W 1°58'51" C17 454.08 1 27.24 1 27.24 1 S62°15'58*W 3-6'14* -DETAIL C 0 25' 50, 100, SCALE: 1 " = 50' 9-3 -ZoLf REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JUNE 13, 2008 � ROBIN MICHAEL NE 65719 RE N EWS:06/30/2026 PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882 W.O. # 9966-19 PLATE TWO OF THREE PARTITION PLAT NO* o20a,5 � oZ1 SURVEYOR'S CERTIFICATE I, ROBIN M. TYE, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, BEING FIRST DULY SWORN, DEPOSE AND SAY THAT I OR THOSE UNDER MY DIRECT SUPERVISION HAVE SURVEYED THE LAND REPRESENTED HEREON, AND CORRECTLY SURVEYED AND MARKED WITH LEGAL MONUMENTS THE LAND SHOWN ON THIS PARTITION PLAT MAP; THAT THE INITIAL POINT IS A 5/8-INCH IRON ROD WITH YELLOW PLASTIC CAP MARKED "SCE&S" AT THE NORTHWEST CORNER OF PARCEL 2, PARTITION PLAT NUMBER 1998-30 AND THE FOLLOWING IS A TRUE AND CORRECT DESCRIPTION OF SAID LAND TO -WIT: A PORTION OF PARCEL 2 OF PARTITION PLAT NO. 1998-30, AND A PORTION OF LOT 11, BLOCK 4, SOMERSET, PHASE 1, LOCATED IN THE NORTHEAST ONE -QUARTER (NE1 /4) OF SECTION 1, TOWNSHIP EIGHTEEN (18) SOUTH, RANGE TWELVE (12) EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE INITIAL POINT, BEING A 5/8 INCH IRON ROD WITH A YELLOW PLASTIC CAP MARKED "SCE&S", AT NORTHWEST CORNER OF SAID PARCEL 2; THENCE ALONG THE NORTH LINE OF SAID PARCEL 2 SOUTH 89'39'22" EAST 573.76 FEET; THENCE LEAVING SAID NORTH LINE SOUTH 06*53*19" WEST 124.91 FEET; THENCE SOUTH 00'25'51 " WEST 50.85 FEET; THENCE NORTH 80'59'04" EAST 178.60 FEET; THENCE NORTH 63'4545" EAST 194.94 FEET; THENCE SOUTH 63'32'01" EAST 207.69 FEET; THENCE SOUTH 17"12'06" EAST 360.43 FEET; THENCE SOUTH 57'47'10" EAST 106.97 FEET; THENCE SOUTH 00006'05" EAST 1,221.33 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY OF SOMERSET DRIVE; THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY THE FOLLOWING COURSES: NORTH 67'52'05" WEST 106.55 FEET; AND 126.20 FEET ALONG THE ARC OF A 770.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 9*23*26" (THE CHORD OF WHICH BEARS NORTH 63'10'22" WEST, 126.06 FEET); AND NORTH 58'28'39" WEST 314.99 FEET; AND 336.20 FEET ALONG THE ARC OF A 670.01 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 28-45-00- (THE CHORD OF WHICH BEARS NORTH 72-51'10" WEST, 332.68 FEET); AND NORTH 87'13'40" WEST 222.50 FEET; AND 271.09 FEET ALONG THE ARC OF A 454.08 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 34*12-20" (THE CHORD OF WHICH BEARS SOUTH 75'40'12" WEST, 267.08 FEET); AND SOUTH 58'34'00" WEST 23.33 FEET; THENCE LEAVING SAID NORTHERLY RIGHT-OF-WAY NORTH 00'08'34" EAST 111.09 FEET; THENCE NORTH 28'44'23" WEST 62.92 FEET; THENCE NORTH 09'23'41 " WEST 335.59 FEET; THENCE NORTH 55'21'08" EAST 169.07 FEET; THENCE NORTH 35'14'03" EAST 42.19 FEET; THENCE NORTH 28*40*26" EAST 39.43 FEET; THENCE NORTH 33'17'39" WEST 60.58 FEET; THENCE SOUTH 47'26'00" WEST 85.13 FEET; THENCE NORTH 00'08'34" EAST 831.46 FEET TO THE INITIAL POINT. TOGETHER WITH: COMMENCING AT THE INITIAL POINT, BEING A 5/8 INCH IRON ROD WITH A YELLOW PLASTIC CAP MARKED "SCE&S", AT NORTHWEST CORNER OF SAID PARCEL 2; THENCE ALONG THE NORTH LINE OF SAID PARCEL 2 SOUTH 89'39'22" EAST 573.76 FEET; THENCE LEAVING SAID NORTH LINE SOUTH 06'53'19" WEST 124.91 FEET; THENCE SOUTH 00'25'51 " WEST 50.85 FEET; THENCE NORTH 80'59'04" EAST 178.60 FEET; THENCE NORTH 63'45'45" EAST 194.94 FEET; THENCE SOUTH 63'32'01 " EAST 207.69 FEET; THENCE SOUTH 17"12'06" EAST 360.43 FEET; THENCE SOUTH 57'47'10" EAST 106.97 FEET; THENCE SOUTH 00'06'05" EAST 1,221.33 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY OF SOMERSET DRIVE; THENCE SOUTH 00'06'05" EAST 64.82 FEET TO A POINT ON THE SOUTHERLY RIGHT-OF-WAY OF SOMERSET DRIVE, SAID POINT BEING THE POINT OF BEGINNING FOR THIS DESCRIPTION; THENCE CONTINUING SOUTH 00'06'05"EAST 328.96 FEET; THENCE NORTH 67'52'05" WEST 255.55 FEET; THENCE 185.94 FEET ALONG THE ARC OF A 1,134.50 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 09'23'26" (THE CHORD OF WHICH BEARS NORTH 63'10'22" WEST, 185.73 FEET); THENCE NORTH 58'28'39" WEST 314.99 FEET; THENCE 153.30 FEET ALONG THE ARC OF A 305.51 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 28-45'00" (THE CHORD OF WHICH BEARS NORTH 72-51'10" WEST, 151.70 FEET); THENCE NORTH 87-13'40" WEST 222.51 FEET; THENCE 53.48 FEET ALONG THE ARC OF A 89.58 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 34-12'20" (THE CHORD OF WHICH BEARS SOUTH 75-40'10" WEST, 52.69 FEET); THENCE SOUTH 58'34'00" WEST 101.78 FEET; THENCE NORTH 07'35'20" WEST 291.47 FEET; THENCE NORTH 12'47'54" EAST 48.48 FEET TO A POINT ON THE AFORE MENTIONED SOUTHERLY RIGHT-OF-WAY OF SOMERSET DRIVE; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY THE FOLLOWING COURSES: 185.27 FEET ALONG THE ARC OF A 394.08 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 26*56-13" (THE CHORD OF WHICH BEARS NORTH 79-18'17" EAST, 183.57 FEET); AND SOUTH 87'1340" EAST 222.50 FEET; AND 306.09 FEET ALONG THE ARC OF A 610.01 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 28-45'00" (THE CHORD OF WHICH BEARS SOUTH 72*51 *10" EAST, 302.89 FEET); AND SOUTH 58'28'39" 314.99 FEET; AND 136.03 FEET ALONG THE ARC OF A 830.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 09-23'26" (THE CHORD OF WHICH BEARS SOUTH 63'10'22" EAST, 135.88 FEET); AND SOUTH 67'52'05" EAST 131.08 FEET TO THE POINT OF BEGINNING. CONTAINING 51.07 ACRES, MORE OR LESS. SURVEYOR'S NARRATIVE THE PURPOSE OF THIS SURVEY WAS TO PARTITION A PORTION OF PARCEL 2 OF PARTITION PLAT 1998-30 AND A PORTION OF LOT 11, BLOCK 4, SOMERSET, PHASE 1 INTO TWO SEPARATE PARCELS OF LAND. CONTROL FOR THIS SURVEY WAS BASED ON PREVIOUS SURVEYS OF SAID PARTITION 1998-30 AND PROPERTY LINE ADJUSTMENT SURVEY (CS16561) BY JAMES TYE. THE BASIS OF BEARINGS FOR THIS PARTITION IS A LINE FROM THE NORTHEAST SECTION CORNER AND THE NORTHEAST 1/16 CORNER OF SECTION 1. ALL MONUMENTS FOUND WERE HELD. THE MONUMENTS FOUND AND SET DURING THE COURSE OF THIS SURVEY ARE AS SHOWN ON THE SUBJOINED PARTITION MAP. EASEMENT NOTES 1. An Easement, including the terms and provisions contained therein: Recording Information: February 17, 1982 as Book 353, Page 901 In Favor of: Avion Water Company, Inc For: the installation and maintenance of transmission lines for domestic water, irrigation water, gas and other utilities. LOCATED W/ THIN THE RIGHT-OF-WAYS OF BEAR CREEK ROAD AND SUMMERSET DRIVE. 2. An Easement, including the terms and provisions contained therein: Recording Information: November 15, 1982 as Book 364, Page 513 In Favor of: Avion Water Company, Inc For. the installation and maintenance of transmission lines for domestic water, irrigation water, gas and other utilities. LOCATED WI THIN THE RIGHT-OF-WAYS OF BEAR CREEK ROAD AND SUMMERSET DRIVE. J. mis plat may be subject to an irrigation easements) described per Volume 56, Page 81, Deschutes County Deed Records Canal and lateral shown as per Partition Plats 1998-30 and 1991-71. LAND PARTITION A REPEAT OF A PORTION OF PARCEL 2, PARTITION PLAT NO.1998-30 AND A PORTION OF LOT 11, BLOCK 4, SOMERSET, PHASE 1, LOCATED IN THE NORTHEAST ONE -QUARTER OF SECTION 1, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON, 247-23-000555-MP SEPTEMBER 2025 DECLARATION KNOW ALL MEN BY THESE PRESENTS, THAT GARY A. GRUND AND SUZANNE GRUND, TRUSTEES OF THE GRUND FAMILY REVOCABLE LIVING TRUST, OWNERS, HAVE CAUSED SAID LANDS TO BE SURVEYED AND PARTITIONED INTO TWO SEPARATE PARCELS, IN ACCORDANCE WITH THE PROVISIONS OF O.R.S. CHAPTER 92; AND HEREBY DEDICATES A PUBLIC UTILITY EASEMENT ACROSS A PORTION OF PARCEL 1 AND PARCEL 2 OF THIS PLAT AS SHOWN HEREON; AND HEREBY CREATES A RECIPROCAL ACCESS EASEMENT ACROSS A PORTION OF PARCEL 1 AND PARCEL 2 OF THIS PLAT AS SHOWN HEREON TO BENEFIT SAID PARCEI 1 AND 2, AND HEREBY SUBMITS FOR APPROVAL AND RECORD THIS PARTITIO P1AT. 00 GARY V. GAUN Date SUZANNE GGRUND q-3-Zozr REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JUNE 13, 2008 ROBIN MICHAEL TYE 65719 RENEWS:06/30/2026 rna..zu ACKNOWLEDGMENT STATE OF �2_} COUNTY OF AM mL4 I SS '� ) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEF05k ME FREELY AND VOLUNTARILY ON THIS 14 1 DAY OF S M/MbIC 2025 BY: GARY A. GRUN NOTARY SIGNATURE Y1,14fL45 tv&p4ori 1 .14" PRINTED NAME APPROVALS ESCHUTES COUNTY SURVEYOR 0'7_ ® 6 - , 2025 I certify taxes are paid as of this date . 9 ;T:_ �br potw; %fi tic. 091- 01 2025 DESCHUTES COUNTY TAX COLLECTOR Date I hereby certify that all ad valorem taxes, special assessments, fees, and other charges required by law to be placed on the 2025-2026 tax rolls which became a lien or will become a lien on the plat during this tax year, but not yet certified to the Tax Collector for collection, have been paid to me. NOTARY PUBLIC FOR THE STATE OF �e •h COMMISSION NO. 10-SZ51-q'e10111,45 o n 44r-1 ACKNOWLEDGMENT STATE OF LI&Qah J COUNTY OF loor KI SS �' I THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORF� ME FREELY AND VOLUNTARILY ON THIS Y! DAY OF 2025 BY: OF SUZANNE GRUN NOTARY SIGNATURE Al, ttA#L&�Cc,m D ano ceiozo OF PRINTED NAME DESCHUTES COUNTY fCSSESSOR - cov�lT`� �n/hZkEE� DESCHUTES COUNTY ROAD DEPARTMENT DIRECTOR i DESCHUIES COUNTY PLANNING DIRECTOR DESCHUTES COUNTY ONSITE W TE WATER DEVISION DESCHUTES COUNTY COMMISSIONER g - (09, 2025 0 9 , 2025 oc/- /0 2025 2025 2025 SIGNATURE BY COUNTY COMMISSIONER CONSTITUTES ACCEPTANCE BY THE COUNTY OF ANY DEDICATION MADE HEREON TO THE PUBLIC. CENTRAL OREG NOTE: THERE AR THIS PLAT. NOTARY PUBLIC FOR THE STATE OF 1'eOh COMMISSION N0. 110SZaSV1_ eXp%/VS oh 4rroll l S�� 02011 , 2025 RIGA11ON DISTRICT ACRES OF WATER RIGHTS APPURTENANT TO DESCHUTES COUNTY SURVEYOR FILED 0ZI20 BY:.C¢ PREPARED BY: SUN COUNTRY ENGINEERING & SURVEYING, INC., 920 SE ARMOUR RD BEND, OR 97702 (541) 382-8882 CS 21soi W.O. # 9966-19 PLATE THREE OF THREE