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HomeMy WebLinkAboutSurvey 21697r r 1 NOT A PART y NOT A PART 1 6 ' I N88.54'01 "E 2649.89' (M,R8,D1.D2) N88'5729"E 2649.30" (R3) 7 cRR657'A3"W 2649.85' (R6) w M , 0..0Nln pN� o co ��� a:o� 0� Z Lo z I N 0 0 PROPERTY LINE ADJUSTMENT MODIFICATION 247-25-000601-MC REVERSE 247-22-000885-LL (CONSOLIDATION) AND MODIFICATION OF 247-22-000886-LL PARCEL 2, AND A PORTION OF PARCEL 1, PARTITION PLAT N0. 2009-23 AND. OTHER LANDS, LOCATED IN THE SE 1/4 OF SECTION 1, TOWNSHIP 14 SOUTH, RANGE 11 EAST, AND IN THE SW 1/4 OF SECTION 6 AND IN THE RENEWS: 12/31/27 N 1/2 NW 1/4 OF SECTION 7. TOWNSHIP 14 SOUTH, RANGE 12 EAST, W.M., DESCHUTES COUNTY, OREGON TRACT "A» v 1 SURVEYOR'S NARRATIVE: 3 186.43 AC BEFORE �, v TRACTS "A", "B" AND "C" WERE PREVIOUSLY CONSOLIDATED AND ADJUSTED PER DESCHUTES COUNTY LAND USE APPLICATIONS S 1/16TH 172.53 AC AFTER ^ % o 247-22-000885-LL AND 247-22-000886-LL, AS PART OF AN APPLICATION FOR A CONDITIONAL USE PERMIT AND SITE PLAN FOR CORNER � o I pQ A GUEST RANCH, PERFECTED IN CS21432 (R8) AND DEEDS (D1, D2 & D3). THE PURPOSE OF THIS SURVEY IS TO REVERT TRACT "C" / worn TO ITS ORIGINAL CONFIGURATION AND ADJUST THE PROPERTY LINES BETWEEN TRACTS "A" AND "B" PER DESCHUTES COUNTY LAND / N o O 0 USE MODIFICATION 247-25-000601-MC AS SHOWN. l oN w 1 o 0 (W THIS SURVEY IS BASED ON SURVEY (R8) AND NO UNUSUAL CIRCUMSTANCES WERE ENCOUNTERED DURING THE COURSE OF THIS i .. o NEW DEED REFERENCES cn i� 0 SURVEY. NEW MONUMENTS WERE SET AS SHOWN. PREVIOUS INFORMATION FROM 247-22-000885-LL AND 247-22-000886-LL ARE o NEW DEEDS PERFECTING THE MODIFICATION/ADJUSTMENTS SHOWN FOR REFERENCE ONLY. r06HAVE BEEN RECORDED JANUARY 28, 2026, IN BOOK 2026, o I m " Lo " PAGES 02455, 02456 AND 02459, DESCHUTES COUNTY V BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM (COCS). GPS CALIBRATIONS L rn `. N OFFICIAL RECORDS. w WERE MADE FROM THE ORGN BASE STATIONS (INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL, AND MDRS) WITH SP80 SPECTRA Lo L 00 N I PRECISION GPS. THE CALIBRATION TIES MULTIPLE COCS POINTS USING PUBLISHED COORDINATES. THE DESCHUTES 13 TRANSFORMATION USES A MOLODENKSY TRANSFORMATION. THE COCS VERTICAL DATUM IS NGVD 29. w o 0 0 z z SEE DETAIL "A" SEE DETAIL "D" ON SHEET 2 I SHEET 2 l SECTION I \ I _ .. _ .. _ ..._.... - .. _.. , - .. _IN _.-I--1 /4 CORNER CORNER 11 6 I -.._.._..._..-.._.._...-.._....._ BETWEEN S88'14'25"W 2710.41' (M,R8) SECTIONS 6 & 7 S88'17'50"W 2709.97' (R1) L 112 7 J S87'45'00"W 2710.19' (R4) - - - -- 1 00 w N / dN- t / �06 NtrO w SEE DETAIL �` / w00 1 V) M M �cv� B ON / r CV r .. p o_ SHEET 2 / »» Lo i w w 3 �co � o o / TRACT B Nr. rn n / 1.00 AC BEFORE w I ►� o M - - - - - - - - - - J 1 3 0 0 0 12.37 AC AFTER o ::`no 0 0 �n� ro 25 I 0 to cn0 0 r r• I o 1 to3 13 i o Z r i z o M C7 S88'32'24"W I - »» 00 ti �o69.15 (R1) I TRACT C L oo 0 U) z 1 Q�,f,3�S� �0, (M,R8,D1,D2) I 6.53 AC 1 ' p ��OR�O�A��� S88'28'55"W I SHOWN FOR REFERENCE ONLY Z � : � ���'Q 'a?J�'J 68.45' I I d-1 , , '06"W 584.52' (R1) I 1 � 4 S83'11 C4 4 S83'07 4$ C3 584.9 C2 I CN 1 /16TH - _ - I - - _ N 88'28' 1303.74' R8 D1 D2 - - - - - J - • • - • - - D 55"E (M' CORNER, SEE 2 OWN► .S ROA S88'32'24"W 1303.55' (R1) DETAIL "C", 15 H N88028'55"E 1303.74' (R2) � 1: SHEET 2 CORNER ( N88'28'55"E 1360.37' (M,R8) 17 \ _ - N88028'55"E 1347.84' (M.R8) / 1 16 , " , "W 47. ' R1 S88 32 24 W 1360.16 (R1) NW 1 /16TH CORNER, SEE S88 32 24 13 52 ( ) I N88'28'55"E 1360.37' (R2) DETAIL "E", SHEET 2 N88'2855"E 1347.84' (R2) LEGEND FOUND MONUMENT AS NOTED O SET 5/8" .IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING" DESCHUTES COUNTY SURVEYOR (M) MEASURED (R1) PARTITION PLAT NO. 2009-23 BY MICHELE SIMS, PLS 60068, FILED 6-12-2009, CS18001 (R2 PROPERTY LINE ADJUSTMENT BY DIRK DURYEE, PLS 65694, FILED 12-06-2023, CS21209 FqLED ZDZ 14 O ► r9�� (R3) PROPERTY LINE ADJUSTMENTS BY MICHELE SIMS, PLS 60068, FILED 2-03-2015, CS18827 71 (R4) SURVEY BY JOHN HOWELL, PLS 1901, FILED 5-31-1994, CS11847 (R5) BOUNDARY LINE ADJUSTMENT BY MICHELLE SIMS, PLS 60068, FILED 4-27-2010, CS18151 (R6) PARTITION PLAT NO. 2022-1 BY FREDERICK AST, PLS 1938, FILED 01-06-2022, CS20709 (R7) SURVEY BY ROBERT POVEY, PLS 1652, 6-04-1980, CSO4903 (R8) SURVEY BY DIRK DURYEE, PLS 65695, FILED 12-12-2024, CS21432 (D1) BARGAIN AND SALE DEED RECORDED 12-09-2024, IN BOOK 2024, PAGE 31996, DESCHUTES COUNTY OFFICIAL RECORDS. (D2) BARGAIN AND SALE DEED RECORDED 12-09-2024, IN BOOK 2024, PAGE 31997, DESCHUTES COUNTY OFFICIAL RECORDS. (D3) BARGAIN AND SALE DEED RECORDED 12-09-2024, IN BOOK 2024, PAGE 31998, CURVE TABLE (M,R8,D1,D2) CURVE LENGTH RADIUS TANGENT CH BEARING CH LENGTH DELTA Cl 201.57' 659.31' 101.58' N49026'44"W 200.79' 17'31'02" C2 141.02' 195.00" 73.75' S61'27'01 "E 137.97" 41'26'06" C3 257.49' 2628.48' 128.85' S85056'11 "W 257.39' 503646" C4 110.30, 2568.48' 55.16' S87'30'46"W 110.29" 2'27'38" MONUMENT AND REFERENCE TABLE NO. DESCRIPTION 1 SECTION CORNER, FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1) 2 N 1 /16TH CORNER, SECTION 7, FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING" PER (R2) 3 FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1) 4 CN 1 /16TH CORNER, SECTION 7, FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTERN SURV" PER (R4) 5 1/4 CORNER, FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "RLS 1901" PER (R4) 6 FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R3) 7 FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R3) 8 FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1) 9 FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1) 10 FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1) 11 FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1) 12 FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP, ILLEGIBLE, PER (R1) 13 FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1) 14 FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1) 15 FOUND 5/8" IRON ROD, NO CAP, BENT, SHOT AT SPIN POINT PER (R1) 16 FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1) 17 NW 1/16TH CORNER, FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1) 18 FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1) 19 FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1) 20 FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R5) 21 FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1) 22 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTERN RLS 1901" PER (R4) 23 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTERN RLS 1901" PER (R4) 24 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "WESTERN RLS 1901" PER (R4) S86-35-19"E 1.46' FROM CALCULATED POSITION, NOT HELD 25 FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP, ILLEGIBLE, PER (R1) 26 FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1) 27 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING" PER (R2) 28 FOUND 3/4" OPEN IRON PIPE PER (R7) 29 FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP STAMPED "LS 60068" PER (R1) 30 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING" PER (R8) 31 FOUND 5/8". IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING" PER (R8) 32 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING" PER (R8) 33 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING" PER (R8) 34 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING" PER (R8) - RECORD CURVE DATA CURVE LENGTH RADIUS TANGENT CH BEARING CH LENGTH DELTA Cl R1 201.40' 659.31' N49025'21 "W 200.61' 17'30'07" C2(R1) 140.77' 195.00' N61'21'08"W 137.73' 41721'41" C3 R1 257.45' 2628.03' S85'59'29"W 257.34' 5'36'46" C4 R1 110.23 2568.03' S87'34'05"W 110.23' 2'2734" TITLE: MODIFICATION 247-25-000601-MC 2846_PLA_Modification_601-MC.dwg a r� C" co DESCHUTES COUNTY OFFICIAL RECORDS. w Lol S89'56'28"E 49.93' „ (M,R8,D1,D2) TRACT A WEST 50.00' (Ri) p 12 0-\- N00'07'18"E 50.00 (M,R8,D1,D2) SOUTH 50.00' (R1) 10 9 N89'57'07"W 49.83' N00'13'53"E 113.26' (M R8 D1 D2) (M,R8,D1,D2) EAST 49.75 (R1) 1 6 N00'17'08"E 113.23' (R1) SECTION 12 7 CORNER w TRACT A w I S00'21'09"E LoQ 1.43' R8 0 C ) 0IN89*5�22'35"E 0 S00021'40"E o 5 1.43' �(M,R8,D3) Ld _50.05' (TIE) -0_ _ _ _ 6 1/4 CORNER SEC. 6 _ _ - - .. - .. - .. ._ .. - .. -1 BETWEEN - S88'14' 25" W 50.06' ( SECTION LINE 7 SECTIONS 6 & 7 SEC. 7 m }- (M,R8) I w W M TRACT A w I o �o� v I o o V) V' DETAIL »D» SCALE: 1 "=10' Lo NOT A PART o TRACT "A" S89'23'29"E 319.07' 'oo ADJUSTED LINE PER I V EGI RED 247-25-000601-MC DETAIL "A» R F S IONAL SCALE: 1 "=100' AN VEYOR i REG0N h o I May 12, 2010 Ao DIRK P. DURYEE SURVEY DESCHUTES COUNTY0-- � 65694PLS �p O RENEWS: 12 31 27 � OZ ©�1 202 • ,61; ns •h a ,�, FILEDY. z O N J Q � N co CAm c.n co W co (A O J NOTE: CORNER v FALLS IN TREE o STUMP, NOT SET 18 29 C3 r_ mt -� SEE DETAIL 17 NW 1 /16TH CORNER v) p TRACT »13 w 1.00 AC BEFORE TRACT "A» 12.37 AC AFTER N I. 183.90 AC (133.5 AC WATER) BEFORE o l 172.53 AC (133.5 AC WATER) AFTER V) (M,R8,D2,D3) i N88'46'00"E 466.40" (R5) 20 33 S89'41'33"W S88'41'55"W 466.40' (M,R8) 199.30' 0 I r34 Q . REINSTATED PROPERTY /� G, 0)0 LINES PER `NC �;� �` O� O (� 247-25-000601-MC �.��Q��G� N cr- • • o(R4) �1 l0 S88'14S3"W 208.7i o / S88'45'05"W 207.40' (R1) 0 m 32 23 S88'40'53'.W .J i TRACT "C" 0`n 207.37' 6.53 AC rLINE TO BE ADJUSTED SHOWN FOR °? REFERENCE ONLY w "�_�. 3 g 3 o M 0° Noo- 3 d 3 w p rn 00 p I NOf OO�N.� Mlmw NI��r- O co Lo I� N +- � O 06 O ai N e- N N�pLo O m O� zNzN v NOOO O NIw� • " zNcnN 0 Z0 N881453 W J Q 208.71" (R4) I 30 21 N88'44'08"E 630.58' I N88'47'52"E '47'52"W 564.00' (R1,R5) (M,R8) 31 208.72' (R1) s88 RS 105.810 316.07' 208.70' I 28 564.03 (M, ) N88044'08"E 1194.61' (M,R8) - - -- ror - - .- - N88'47'52"E 1194.00' (R1) - HOLMES ROAD 4 N88'44'08"E 1193.47' M R8 D1,D2 N8804752"E 1193.29' R1 N88'28'55" E 1303.74' (M,R8,D1,D2) S88'32'24"W 1303.55' (R1) 22 SEE DETAIL "C" PORTION OF TRACT "A" BEFORE "E" AND AFT R ADJUSTMENTS 0.11 AC N88'2855"E 1303.714' (R2) N8802855"E 1347.84' (M,R8) E S88'32'24"W 1347.52' (R1) (INCLUDED IN TRACT "A" AREAS N88'28'55"E 1347.84' (R2) DETAIL »B» SCALE: 1 "=100' HOLMES ROAD NOO'16'41"W 4.13' (R1) 29 N01005'21 "W I. 4.13' (M,R8,D1,D2) C4 N8802855"E N88028'55"E 17 "W CORNER DETAIL "E" SEC. 7 SCALE: 1 "=10' w� w �I TRACT "B" 0) Q Z O_ 0 OI N w U O wi c ) ._ N 88 44 08 E w 31 � �-- • wl m it 01 OI �. J �I of z: I to 28 0: c� o 10 - 0- O zl ct HOLMES ROAD 2 r. \o' u's i �u I \ PORTION OF 26 CN \ i TRACT "A" (M,R2,R8,D1,D2) 1/16TH 4 \ S00'00'30"W 0.71' CORNER \ N88'44'08"E - N88'28'55"E N88'28'55'E 44.09' (M,R2,R8) I 27 DETAIL "C" SCALE: 1 "=10' CURVE TABLE CURVE LENGTH RADIUS TANGENT CH BEARING CH LENGTH DELTA Cl 201.57' 659.31' 101.58' N49'26'44"W 200.79' 1731'02" C2 141.02' 195.00' 73.75' S61027'01 "E 137.97' 41 *26*06" C3 257.49' 2628.48' 128.85' S85056'11 "W 257.39' 5'3646" C4 110.30' 2568.48' 55.16' S87'30'46"W 110.29' 2'27'38" RECORD CURVE DATA CURVE LENGTH RADIUS TANGENT CH BEARING CH LENGTH DELTA C1(R1) 201.40' 659.31' N49'25'21 "W 200.61' 17'30'07" C2 R1 140.77' 195.00' N61'21'08"W 137.73' 41'21'41" C3(R1 257.45' 2628.03' S85'59'29"W 257.34' 5 '36'46" C4(R1 110.23' 2568.03' S87-34'05"1N' 110.23' 2'27'34" TITLE: MODIFICATION 247-25-000604--MC 2846-PLA_Modification_601-MC.dwg JOB NO: 2846 - 2T LAND HOLDINGS SCALE: AS SHOWN BY: P.A.T. DATE: 02-03-2026 SHEET: 2 OF 2 725 NW HILL, BEND, OR 97703 541-389-6959