Loading...
HomeMy WebLinkAboutSurvey 20376RECORD OF SURVEY LOCATED IN SECTIONS 17, 20, 21, 28, 29 & 30, TOWNSHIP 15 SOUTH, RANGE 12 EAST, W.M., DESCHUTES COUNTY, OREGON NOVEMBER 23, 2020 SURVEYOR'S NARRATIVE LEGAL DESCRIPTION WERE WERE RETAINED BY CENTRAL LAND AND CATTLE COMPANY, LLC TO SURVEY THE BOUNDARY AND MONUMENT THE CORNERS OF THEIR LANDS AS DESCRIBED WITHIN STATUTORY BARGAIN AND SALE DEED: RECORDED OCTOBER 18, 2017 AS INSTRUMENT NO.2017-41915 THIS SURVEY INCLUDED THE RECOVERY OF 41 RECORD BUREAU OF LAND MANAGEMENT AND OR GENERAL LAND OFFICE RECTANGULAR CORNER MONUMENTS AND ACCESSORIES. RECOVERED CORNER MONUMENT DETAILS CAN BE FOUND ON SHEETS 3 AND 4. THE RELATIONSHIP BETWEEN THESE RECOVERED MONUMENTS AGREE WITH THE RECORD, HEREON REFERENCED AS (R1), (R8), (R9), (R10) AND (R11), REPORTED ON SHEET 2 AND WERE ALL HELD. THE ORIGINAL STONE MONUMENT FOR THE QUARTER SECTION CORNER OF SECTIONS 19 AND 20 WAS RECOVERED THIS SURVEY AND HELD. SEE CORNER NOTE 2. THE QUARTER SECTION CORNER OF SECTIONS 20 AND 21 WAS ERRONEOUSLY MONUMENTED BY ROBERT R. DAVENPORT IN 1974 PER (132). SEE CORNER NOTE 1. THE CENTER QUARTER CORNER OF SECTION 20 WAS ERRONEOUSLY COMPUTED BY ROBERT R. DAVENPORT IN 1974 PER (132). SEE CORNER NOTE 3. THE 1/16 SECTION CORNERS ESTABLISHED BY THIS SURVEY WERE COMPUTED AT PROPORTIONATE DISTANCES BETWEEN THE NEAREST CORRESPONDING CONTROLLING CORNERS RESPECTIVELY. NOT ALL OF THESE CORNERS WERE MONUMENTED BY THIS SURVEY, BUT WERE REQUIRED TO BE COMPUTED. CORNERS ESTABLISHED BY THIS SURVEY ARE IN ACCORDANCE WITH THE 2009 MANUAL OF SURVEY INSTRUCTIONS. GENERAL NOTES 1) THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM. ESTABLISHED THIS SURVEY BY GPS OBSERVATION, USING THE OREGON REAL-TIME GNSS NETWORK (ORGN). 2) THE DISTANCES SHOWN HEREON ARE GROUND DISTANCES EXPRESSED IN INTERNATIONAL FEET. 3) THE RECOVERY AND CONTROL SURVEY WAS COMPLETED JUNE OF 2019. 4) THE MONUMENTATION WAS COMPLETED NOVEMBER 2020. CORNER NOTES 1) NO ORIGINAL EVIDENCE OF THE CORNER WAS FOUND. THE QUARTER SECTION CORNER OF SECTIONS 20 AND 21 WAS ESTABLISHED BY ROBERT R. DAVENPORT IN 1974 PER (R2). HIS MONUMENT WAS FOUND THIS SURVEY TO BE ERRONEOUSLY SET WITH RESPECT TO THE CONTROLLING CORNERS REPORTED ON HIS SURVEY AND RECOVERED THIS SURVEY. DAVENPORT'S 5/81, IRON ROD BEARS S89057'57"W 5.02' FROM THE CORNER, NOT HELD. 2) THE ORIGINAL QUARTER SECTION CORNER OF SECTIONS 19 AND 20 WAS RECOVERED THIS SURVEY. MONUMENTED WITH A STONE, FOUND TO BE 16"X8"X6" [RECORD 14"X8"X7"1, MARKED WITH A CHISELED "1/4". RE-MONUMENTED THE CORNER AS REPORTED ON SHEET 4 AT ITS ORIGINAL POSITION, AND BURIED THE STONE ALONGSIDE, NO ORIGINAL ACCESSORIES WERE ESTABLISHED. THIS CORNER WAS CLASSIFIED AS "LOST" BY DAVENPORT PER (R2), AND HE COMPUTED THIS CORNER BY MEANS OF A SINGLE PROPORTION. MY BREAKDOWN ON SECTION OF THIS SURVEY DIFFERS FROM THE ONE REPORTED PER (R2) FOR THIS REASON. 3) THE CENTER QUARTER CORNER OF SECTION 20 WAS COMPUTED AT THE INTERSECTION OF STRAIGHT LINES FROM THE FIXED QUARTER CORNERS. THIS CORNER WAS ERRONEOUSLY MONUMENTED BY DAVENPORT PER (R2) WITH A 5/8" IRON ROD, WHICH BEARS N00°02'24"W 1.50' FROM THE CORNER, NOT HELD. 4) THE CENTER SOUTH 1/16 SECTION CORNER OF SECTION 20 WAS COMPUTED AT MID -POINT BETWEEN THE CENTER QUARTER CORNER OF SECTION 20 AND THE QUARTER CORNER OF SECTIONS 20 AND 29. THIS CORNER WAS MONUMENTED BY DAVENPORT PER (R2) WITH A 5/8" IRON ROD, WHICH WAS FOUND _ DISTURBED, BEARS N06°23'53" W 0.56 FEET, NOT HELD. INDEX SHEET1: SHEET 2: SHEET 3-4: SHEET 5: PER: STATUTORY BARGAIN AND SALE DEED: RECORDED OCTOBER 18, 2017 AS INSTRUMENT NO. 2017-41915 PARCEL 1 (15-12-00-00-07801) THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER (SE1/4 SE1/4) OF SECTION 29, TOWNSHIP 15 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON. PARCEL 2 (15-12-00-00-07900) THE NORTHWEST QUARTER OF THE SOUTHEAST QUARTER (NW1/4 SE1/4) OF SECTION 29, TOWNSHIP 15 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON. PARCEL 3 (15-12-00-00-07800) IN TOWNSHIP 15 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON, SECTION 29: NORTHEAST QUARTER, EAST HALF OF THE SOUTHEAST QUARTER, SOUTHEAST QUARTER OF THE NORTHWEST QUARTER, SOUTHWEST QUARTER OF THE NORTHWEST QUARTER, NORTHEAST QUARTER OF THE SOUTHWEST QUARTER AND THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER (NE1/4, E1/2 SE1/4, SE1/4 NW1/4, SW1/4 NW1/4, NE1/4 SW1/4, NW1/4 SW1/4). EXCEPTING THEREFROM THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER (SE1/4 SE1/4). TOGETHER WITH: IN TOWNSHIP 15 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON, SECTION 30: THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER (SE1/4 NE1/4) AND THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER (NE1/4 SE1/4). PARCEL 4 (15-12-00-00-05000) THE EAST HALF OF THE NORTHWEST QUARTER (E1/2 NW1/4), THE SOUTH HALF OF THE SOUTHWEST QUARTER (S1/2 SW1/4) AND THE WEST HALF OF THE EAST HALF (W1/2 E1/2) OF SECTION 17: THE NORTHWEST QUARTER (NW1/4), THE WEST HALF OF THE NORTHEAST QUARTER (W1/2 NE1/4), THE NORTH HALF OF THE SOUTHWEST QUARTER (N1/2 SW1/4), THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER (SW1/4 SW1/4) OF SECTION 20, TOWNSHIP 15 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN. EXCEPTING THEREFROM: TRACT A: BEGINNING AT THE CENTER ONE -QUARTER (114) CORNER OF SECTION 20, TOWNSHIP 15 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN, THE TRUE POINT OF BEGINNING; THENCE NORTH 88°44'26" WEST ALONG THE CENTER LINE 653.40 FEET; THENCE NORTH 00006'54" EAST 200.00 FEET; THENCE SOUTH 88°44'26" EAST 653.40 FEET TO THE NORTH -SOUTH CENTER LINE; THENCE SOUTH 00°06'54" WEST 200.00 FEET TO THE TRUE POINT OF BEGINNING. TRACT B: BEGINNING AT THE SOUTH CENTER ONE -SIXTEENTH (1/16) CORNER OF SECTION 20, TOWNSHIP 15 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN, THENCE NORTH 00°06'54" EAST ALONG THE NORTH -SOUTH CENTER LINE 179.75 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 89°53'06" WEST 208.71 FEET; THENCE NORTH 00°0654" EAST 208.71 FEET; THENCE SOUTH 89°53'06" EAST 208.71 FEET TO THE SAID CENTER LINE; THENCE SOUTH 00°06'54" WEST ALONG SAID CENTER LINE 208.71 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 5 (15-12-00-00-07700) THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER (NE1/4 SE1/4) AND THE SOUTH HALF OF THE SOUTHEAST QUARTER (S1/2 SE1/4) OF SECTION 20; THE SOUTHWEST QUARTER OF THE SOUTHWEST QUARTER (SW1/4 SW1/4) OF SECTION 21; THE NORTH HALF (N1/2) AND THE NORTH HALF OF THE SOUTH HALF (N1/2 S1/2) OF SECTION 28, ALL IN TOWNSHIP 15 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON. EXCEPTING: TRACT C: BEGINNING AT THE EAST 1/4 CORNER OF SECTION 20, TOWNSHIP 15 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON, THE TRUE POINT OF BEGINNING; THENCE SOUTH 00°0637" WEST ALONG THE EAST LINE OF SAID SECTION 20, 208.71 FEET; THENCE NORTH 88°44'26" WEST, 208.71 FEET; THENCE NORTH 00°06'37" EAST, 208.71 FEET TO THE EAST -WEST CENTER LINE OF SAID SECTION 20; THENCE SOUTH 88°44'26" EAST ALONG SAID CENTER LINE, 208.71 FEET TO THE TRUE POINT OF BEGINNING. PARCEL 6 TRACT A: (15-12-00-00-05001) BEGINNING AT THE CENTER (1/4) CORNER OF SECTION 20, TOWNSHIP 15 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN, THE TRUE POINT OF BEGINNING; THENCE NORTH 88°44'26" WEST ALONG THE CENTER LINE 653.40 FEET; THENCE NORTH 00°06'54" EAST 200.00 FEET; THENCE SOUTH 88044'26" EAST 653.40 FEET TO THE NORTH -SOUTH CENTER LINE; THENCE SOUTH 00°0654" WEST 200.00 FEET TO THE TRUE POINT OF BEGINNING. TRACT B: (15-12-00-00-05002) BEGINNING AT THE SOUTH CENTER (1/16) CORNER OF SECTION 20, TOWNSHIP 15 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN, THENCE NORTH 00006'54" EAST ALONG THE NORTH -SOUTH CENTER LINE 179.75 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 89053'06" WEST 208.71 FEET; THENCE NORTH 00°06'54" EAST 208.71 FEET; THENCE SOUTH 89°53'06" EAST 208.71 FEET TO THE SAID CENTER LINE; THENCE SOUTH 00006'54" WEST ALONG SAID CENTER LINE 208.71 FEET TO THE TRUE POINT OF BEGINNING. TRACT C: (15-12-00-00-07701) BEGINNING AT THE EAST 1/4 CORNER OF SECTION 20, TOWNSHIP 15 SOUTH, RANGE 12 EAST OF THE WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON, THE TRUE POINT OF BEGINNING; THENCE SOUTH 00°06'37" WEST ALONG THE EAST LINE OF SAID SECTION 20, 208.71 FEET; THENCE NORTH 88°44'26" WEST, 208.71 FEET; THENCE NORTH 00006'37" EAST, 208.71 FEET TO THE EAST -WEST CENTER LINE OF SAID SECTION 20; THENCE SOUTH 88°44'26" EAST ALONG SAID CENTER LINE, 208.71 FEET TO THE TRUE POINT OF BEGINNING. NARRATIVE, NOTES BOUNDARY DETAIL RECOVERED CORNER MONUMENT DETAILS SET CORNER MONUMENT DETAILS It DESCHUTES COUNTY SURVEYOR IL 1113012-07-0 8Y: Dvnkt! TL IS: \Land Pro iects\Thornburah\dwa\Survey\180110A—ROS.dwa Nov 23. 2020 — 2:01DM 20376 RECORD OF SURVEY PARCEL 6, TRACT A DETAIL SCALE: 1" = 300' FOUND 1/2" IRON ROD, PER (R2),HELD N S88°44'26"E 653.40'(R2) 04 w 3 S89'09'15"E 653.29' 3 0 in 201.47' 199.80' R u 0o 0 200.00'(R2) 200.00'(R2) T- 00 z Z'j 653.29' 653.40'(R2) oo 00 z z N89'09'15"W S2 N88'44'26"W(R2) FOUND 1/2" IRON ROD, PER (132) HELD FOR N-S LINE BEARS N00015'54"W 1.79' FROM CORNER LOCATED IN SECTIONS 17, 20, 21, 28, 29 & 30, TOWNSHIP 15 SOUTH, RANGE 12 EAST, W.M., DESCHUTES COUNTY, OREGON NOVEMBER 23, 2020 I SW1/4 SE1/4 & SE1/4 EW1/4 II N89'26'23"W N89°25'55"W 7 8 1301.83'(R8) 1296.35'(R8) R56 N89'24'39"W R55 N89•23'58"W R54 18 17 1301.92' j 1296.42' ^ i 00 N 0 fy o LO to I 0N _ c0 of Of Of Lo� N 00 0) 1 00 co c0 N N I W1/2 w W E1/2 NW1/4 (D CO 0) 0) E1/2 NW1/4 i0 PARCEL 4 Ln LO 00 Lu NE1/4 N M N N to to 0 w I N0 Lu ON -_ 0 0 U z z Q o0 °- z z I N89'22'46"W 2602.37'(R8) PARCEL 6, TRACT B R51 •- N89.21'04"W 2602.39' DETAIL I' j 1305.00' R52 1297.39' 00 0' ^ 00 1304.94 ^ 1297.43 (R8) SCALE: 1" = 200' =-' I -� (R8) 00 NW1/4 LO 0 11 S89°53'06"E(R2) SW1/4 6 Sri �� NE1/4 0 IR N N89'44'06"E I in M� d- SW1/4 N N j N 208.71 •-• NN �M N ,�", _ = (R2,H) N N89'20'23"W 2607.44'(R8) r' ' ,n N N :� C0 R47 .- N89'18'25"W 2607.56' -. S14 c0 in � 1303.82 � R48 1303.74' 0 0 o�0 0o0� 0 ,,, o w 1303.7300 1303.71' 0 W w 0 0 Z Z , 0 208.71 o c r (R2,H) N 3 w FOUND 1/2" IRON a, �. � a, N r (R8) 10 i0 W w 0)_ (R8 ) �. Lo 00 m r0 ROD PER (R2) po N S1/2 SW1/4 M Z-PARCEL 4 6 co o r • " S89 44 06 W N89'S3'06"W(R2) ;n c0 HELD o O N o z o o N No ►� ,� o N N r� o 0 z z R53 00 a' Il�l 00 rnrn 0L N c(V w 0 00 N O N 00 zz Ei/2 SE1/4 8 9 17 ' 16 L CHUTES COUNTY SURVEYOR D �i 30 2oso now BY: � unkal LEGEND SUBJECT PARCEL BOUNDARY SURVEYED UN -SURVEYED (FOR INFORMATIONAL PURPOSES ONLY) RECOVERED SECTION CORNER 00004 RECOVERED QUARTER SECTION CORNER 0 RECOVERED SIXTEENTH CORNER • RECOVERED PROPERTY CORNER MONUMENT SET / RE-MONUMENTED QUARTER SECTION CORNER ® SET SIXTEENTH CORNER O COMPUTED POSITION, NOTHING FOUND OR SET (R) RECORD BEARING/DISTANCE PER REFERENCES (H) HELD RECORD BEARING/DISTANCE PER REFERENCES BLM BUREAU OF LAND MANAGEMENT CS#### DESCHUTES COUNTY SURVEYOR FILED SURVEY NUMBER GLO GENERAL LAND OFFICE R1 RECOVERED CORNER MONUMENT IDENTIFICATION NO. S1 SET CORNER MONUMENT IDENTIFICATION NO. 0 0 179.43' z z 179.75 (R2) / `- z 18 R46 197 9 17 '•-- 20 '- 1302.51 �(R8) 1302.49 N89'09'S0"W N89°11'S0"W z z `- / 1302.51'(R8) 1302.49 2604.98' �'• 2605.02'(R8) l 1295.18'(R8) 1295.24' R27 1295.18' (R8) 1295.24' I 17 R26 ,, 16 N89'47'34"W N89'46'43"W 2729.45'(R6+R7) 2729.36' -- �- N89'13'42"W N89'14'56"W 2590.48' ' 20 / R25 21 S5 R28 2590.36, N (R8) _ � 0) o LO ^ N 000 ...� LO,N I q-ItN l ^ tNry PARCEL 6, TRACT C N NW1/4 0 ul M W1/2 NE1/4 N N E1/2 (0 rn � ( in DETAIL 3 o PARCEL 4 � to rn c0 PARCEL 4 NE1 4 / "i r6 W1/2 NW1/4 rn C6 SCALE: 1" = 200' °� = p� N N M n Inn 6 w (�Il N 0(0� NN N ( 0 N 0) FOUND 1/2" IRON ROD, PER (132) p M woo 0z TRACT A to ul) 0 LO o _ 00 .= -, w S53029'07"W 6.64' FROM CORNER z Z SEE CORNER PARCEL 6 SEE CORNER o 0 0 o I 0 c'4 z w p S88°44'26"E R2 ( ) S1 S89'09'15"E NOTE 2, SHEET 1 (SEE DETAIL) NOTE 3, SHEET 10 z z r7 r7 LO NOTE SEE CORNER 1, SHEET 1 a M N 208.71 N R45 1294.24' •- 1294.24' -�: 1292.75' R5 1295.31' ( ) 1292.76' R5 S3 1295.31' ( )S1 00 •- N89042'46"W S2 5179.10, j 1360.73" 1360.73' u- W a, N89 09 15 W / z0 M N88°44'26"W w 3w 5178.25 (R2) TRACT C w 3 o:� (. o� o =- 0 0 0 N O 0 N 0 0 ^ N ao N cO ��� N �¢ NW1 4 / - O to PARCEL 6 - a� "� '`� '� - 0 - 3 iv T o N 208.71 0 o cn N o 0' " '„'io `� N- N o rn CV ... n N !n in o SE1 4 / C6 N (SEE DETAIL) 00 in rn N NW1/4 0 n NE1/4 ^ M M o �, (R2 H) o cn ao � 0) ,� 0o o) rn N1/2 SW1/4� M M PARCEL r- •- o ro o co TRACT B M o o o co .� N co SW1/4 N SW1/4 N 0 N89'09'15"W0 N z z PARCEL 6 N N 00 0 '- LO w cn N88°44 26 W(R2) N '' (SEE DETAIL) PARCEE5/4 z z �i N 0 N N N " N 0 z FOUND 1/2" IRON ROD, PER (R2) N89 0915'W 5.00 FROM CORNER 02 •-• N88 58 38 W 1292.21' 2584.42' -�. - N89'12'44"W S5, 1295.30' 3 2590.60' -. S6 1295.30' .� N N89'42'01 "W S4 _ 1358.75' S7 2717.50' -•, 1358.75' S9 1292.21' N ,.� N HELD FOR SOUTH LINE _ °' i0 P P N n oo '* SW1/4 3 A N- N 0; � LO- 10 � in N co 00 rri 3 o 000 z z co N SW1/4 .- c0 SEl 4 t° r7 � / N in 06 N io �n c0 SW1/4 u� 0 N ftrl SE1/4 S89°21'49"W z N M PARCEL 4 N O N SW1/4 :; o6 N �,� S1/2 SE1/4 o o M PARCEL 5 co N N SW1/4 N SW1/4 h 1323.76 (R11) o z M .- r7 z r7 PARCEL 5 0 M N S89'24'04� W S89�51 �13"W 2636.70'(R11) 1944 20 N88'25'44"W 2580.25'(R2)••--.. z R42 1323.79 ,- S89 53 24 W 2636.66 1. :� N88'48'00"W ` 2580.40' - �R201295.29' / 1295.29' 201 . 21 1356.77'(R10) 1356.77' 1356.77'(R10) 1356.770 R43 1318.33' I 1318.33' 30 �� N89'16'14"W 2590.58' 29, '� 129 1290.20' 58 1290.20' ''-R10 R11 on N89'41'18"W ^ /. N88'53'51 "W 2590.89'(R2) 0 0 28 N89'42'09"W - (0 NW1/4 �o N NE1/4 0) ao NW1/4 CO 00 -00 NE1/4 N �. co co M N M NE1/4 co M NE1/4 M^ NW1/4 N NW1/4 of 0 5440.02' 2718.56' SE1/4 R12 2713.54'(R10) 2713.75' 5427.29' 5427.08'(R10) CO p N `- N `' 0 0 d• -t * ^ O N t0 NN O to NN N 0j n t0 p c0 c0 M NN of `. E1/2 N89 49 56 E IS13 2638.28 -• - N89 01 17 W 2592.98 N �• w NW1/4 3 S10 NE1/4 3 3 PARCEL 3 (° tO N1/2 0) o PARCEL5 1319.14' 1319.14' Slt 1296.49' 3 S12 1296.49 "`No N a 0 3 (0 (0ccoo . 100 %(� �t O _ c0 3 rn w N c0 00 O M N N c�0 cp0 o O SW1/4 I� N SE1/4 0, c0 I� O SW1/4 r7 co 00 SE1/4 co N O r7 0 : w 00 z z Z z. rn NE1/4 0 o NE1/4 N o NW1/4 NW1/4 N °' 0 0 Z 'N 0 i 1615 21 22 R23i I R13 21 28 p M PARCEL 3 M z PARCEL 3 C0 rc i PARCEL 3 ''� z z z z 0 z S89'44'05„W 1 S89 46 28 W 3979.10(R11) R34 3979.02' -. - , N89°16'06"W N89'14'27"W 5229.62'(R11) 2661.80'(R10) 2660.73'(R10) .� N 5229.84' -,. 1312.11' _ j ^ 1312.11' R9 ' R8 2661.62 2660.91 R7 R40 1339.12' TRJ5 1319.95'1319.95' {R11) R30 1319.88'{R11) .•1.302.81' 1302.81...R19 �'� N89'41'29"W , � 5322.531339.34'(R11)1319.88 3 2605.62' = N89°42'10"W 3 5322.53'(R10) i� 0 N 0 NW1/4 N M a, NE 1/4 N N ro- Q, NW1/4 ,n . ,n r- cO NE1/4 SE1/4 ► � N ;n NW1/4 NE1/4 rn o t° "� 0o M M SE1/4 n d- 00 SE 1/4 '`� 00 p o O N r in 0 ►ri SE1/4 o M p N PARCEL 3 o M o 0 SW1/4 I SW1/4 ui N PARCEL 2 N rc i M '*0 04 PARCEL 3 � M N 1/2 S 1/2 M M o0 o PARCEL 5 O N o V- o- z W PARCEL 3 PARCEL 3 r` i n `r �' NCO W o z z z ro O Z , V- k z z R18 1320.95' R15 1322.110- R3 R4 R33 S89'S3'13"W TRX N89'15'18"W 2620.11 ' �-• " N891914 W 2643.06 N89 43 06 W 2633.52 1319.86' N89'16'49"W 2620.19'(R11) N89'20'46^W 3 2643.02'(R11) N89°44'04"W 2633.51'(R10) o S89'50 50 W zt, 3 1319.76'(R11) ( I N C'4 SE1/4 W N n SW1/4 SE1/4 S1/2 SW1/4 SW1/4 N!n N � M 0 S1/2 SW1/4 N n SE1/4 0(0 0 o SE1/4 N n M 0 o c cl) SE1/4 SE1/4 ( I 4 N o :- PARCEL 1 T :`� `� N �• 30 29 n M/ z w z Z V. 29 28 2 ---� 31 32 R16 N89.2243"W I I 1331.70' R33 32 N1/2 NE1/4 N89'24'07"W RECORD SURVEY REFERENCES 1331.68(R11) I I R1 IN GENERAL THE NEWEST RETURN OF A LINE IS REFERENCED HEREON. (R3) & (R4) ARE NOT REFERENCED ON A LINE RETURNED THIS SURVEY DUE TO MORE RECENT SURVEYS. (R1) ORIGINAL GLO PLAT OF T. 15 S., R. 12 E., WM, OR; APPROVED 4-26-1872. (R2) PLAT OF SURVEY: BY ROBERT R. DAVENPORT; DATED 1-24-1974; FILED AS CS13983. 1 • Z3 (R3) MINOR LAND PARTITION, MP 79-159: BY E.G. MANSFIELD; DATED 9-21-1979; FILED AS CS00874. REGISTERED (134) SURVEY: BY E.G. MANSFIELD; DATED 10-1-1979; FILED AS CS00875. PROFESSIONAL (R5) SURVEY: BY R. POVEY; DATED 5-2-1980; FILED AS CS00836. LAND SURVEYOR (R6) RIDGE AT EAGLE CREST 39: BY LYNN J. BRUNO; DATED 4-3-2004; FILED AS CS15786. (R7) RIDGE AT EAGLE CREST 41; BY LYNN J. BRUNO; DATED 3-17-2005; FILED AS CS16330. NORTH (R8) BLM DEPENDANT RESURVEY AND SUBDIVISION OF SECTIONS 9, 15, 17 AND 22; T. 15 S., R. 12 E., WM, OR; ACCEPTED 6-14-2013. OREGON (R9) BLM DEPENDANT RESURVEY AND SUBDIVISION OF SECTIONS 26 AND 27; T. 15 S., R. 12 E., WM, OR; ACCEPTED 11-21-2013. SEPTEMBER 17, 2018 (R10) BLM DEPENDANT RESURVEY AND SUBDIVISION OF SECTIONS 25,28 AND 35; T. 15 S., R. 12 E., WM, OR; ACCEPTED 7-2-2014. 0100 500 1000 1500 2000 3000 BENJAMIN J. HRON 92723 (R11) BLM DEPENDANT RESURVEY AND SUBDIVISION OF SECTIONS 29,30 AND 32; T. 15 S., R. 12 E., WM, OR; ACCEPTED 9-11-2014. SCALE: 1" = 1000' EXPIRES:6/30/2021 S:\Land Projects\Thornburgh\dwg\Survey\180110A-ROS.dwg Nov 23, 2020 - 1: 45pm N89'42'32"W 2633.25' N89'43'16"W 2633.20'(R10) S1/2 SE1/4 22 �27 m o' 0c� M M N N Li 00 W M p 0LO zz R6 28 127 33 32 SHEET 2 OF 5 pl cm w to RECORD OF SURVEY LOCATED IN SECTIONS 17, 20, 21, 28, 29 & 30, TOWNSHIP 15 SOUTH, RANGE 12 EAST, W.M., DESCHUTES COUNTY, OREGON NOVEMBER 23, 2020 RECOVERED CORNER MONUMENTS NOTE.' BEARING TREES REPORTED HEREON WERE RECOVERED THIS SURVEY. RECORD MONUMENT ACCESSORIES DATA REPORTED HEREON IS PER REFERENCES (R8), (R9), (R10) AND (R11). ABBREVIATIONS.' AGL=ABOVE GROUND LEVEL, BC=BRASS CAP, BGL=BELOW GROUND LEVEL, DT=DOUBLE TRUNK, J=JUNIPER NF=NOT FOUND THIS SURVEY, OD=OUTSIDE DIAMETER,, RM=REFERENCE MONUMENT, SS=STAINLESS STEEL ST=STUMP R1 OF TI1 /�� QUARTER SECTION CORNER SECTIONS 28 AND 33 TO s�' �� RECORD ACCESSORIES •O T15S R12E COZ� G� O 7" J S 36° W,16.3' J J Q! 14" J N 21 ° W, 39.3' S28 too 1 /4 S33 G�9� RECOVERED 2-1/2" SS POST J�� • '9s, 2012 WITH 3-1/4" BC 4" AGL O� I?A L IN A MOUND OF STONE AND M R2 OF Ty /�� CORNER OF SECTIONS 28, 29, 32 & 33 TO s�' �� RECORD ACCESSORIES •O T15S R12E 8" J N 1/20 E, 62.8' 37" J N 50° E, 56.8' S29 S28 S32 S33 11" J S 22° E, 24.7' G 23" J S 44° W, 69.1' RECOVERED 2-1/2" SS POST WITH 3-1/4" BC J��Z O'9S► 2012 �Q` �� O� RA L pNP� AND M 3" AGL R3 SOUTH 1/16 CORNER SECTIONS 28 & 29 RECORD ACCESSORIES 27" J S 34° E, 55.7' 32" J S 87 1/2° W, 81.6' 1" IRON PIPE RM1=2-1/2" SS POST WITH 3-1/4" BC, BEARS S88°41'40"E, 101.78' RM2=2-1/2 SS POST WITH 3-1/4„ BC, BEARS S03°14'44"W, 63.32' RECOVERED 1" OD IRON PIPE 8" BGL R4 ,� of TyF /j�� CENTER -SOUTH 1/16 CORNER SECTION 28 OQ,Q QvL TO 0/0 ��i RECORD ACCESSORIES co � 8" J N 54 1 /2" E, 50.2 J JZ C 23" J S 13° E, 36.1' S 1 /16 S28 G 'f7 C J<[/�Z O1& RECOVERED 2-1/2" SS POST WITH 3-1/4" BC, 8" AGL • 2012 S� �� ENCIRCLED WITH A COLLAR Oic RA L OF STONE P�PO AND M R6 ,� OF TyF SOUTH 1/16 CORNER SECTIONS 27 & 28 TO O/ 4 s� RECORD ACCESSORIES C-3 ..- S 1 /16 O 9" J S 870 E, 26.1' z JZ aI► ;p 10" J S 24 1/2° W, 70.1' S28 I S27 G '9 Jk O'9s RECOVERED 2-1/2" SS POST • 2012 WITH 3-1/4" BC, 8" AGL �� �i� Oic RA L ENCIRCLED WITH A COLLAR OF STONE P�p.G AND M R7 OF Ty QUARTER SECTION CORNER O�Q� vL TO /�� `r�' SECTIONS 27 & 28 RECORD ACCESSORIES T15S R12E �� co• •� G � 1 /4 �b3 � J JZ 10" J ST S 83 1 /2° E, 37.1' 30" J S 67° E, 76.6' S28 S27 10" J S 870 W, 14.1' C. O'9s 2012 RECOVERED 2-1/2" SS POST WITH 3-1/4" BC, 4" AGL �� �� 0 rRA L $ ca ENCIRCLED WITH A COLLAR to ND Mp►NP OF STONE R8 OF Ty CENTER QUARTER SECTION TO s�' �� CORNER, SECTION 28 RECORD ACCESSORIES •O T15S R12E 20" J N 70° E, 21.9' - �3 11" J S 16° E, 24.9' C 1 /4 • S28 to 0 O'9 2012 Q� �` RECOVERED 2-1/2" SS POST WITH 3-1/4" BC, 3" AGL s $vP�� rRA L LAND Mph R9 OF T/.I D QUARTER SECTION CORNER SECTIONS 28 & 29 TO O RECORD ACCESSORIES T15S R12E 1 /4 JZ 30" J S 80° E, 21.8' 16" J S 23° W, 25.2' S29 I S28 26" J S 61 ° W, 46.9' � tL G�90 Jew • '9s 2012 RECOVERED 2-1/2" SS POST O,c A L P�Q,C? WITH 3-1/4" BC, 5" AGL AND M R10 OF TyE /�� CORNER OF SECTIONS 20, 21, 28 & 29 Q�Q QVL TO O/ RECORD ACCESSORIES �• ,�� T15S R12E 38" J N 80° E, 15.6' � 10" J S 83° W, 37.1' S20 S21 S29 S28 G 9Q J40�/ '9S► RECOVERED 2-1/2" SS POST 2012 �� �� O �R A L P�PC� WITH 3-1/4" BC, 3" AGL AND M R11 OF Ty WEST 1/16 CORNER SECTIONS 21 & 28 TO � RECORD ACCESSORIES �O J J 8" J N 57° E, 20.9' ?J S21 W 1/16 S28 10" J S 76 1 /2° E, 23.0' CIO N. IL G -V J��'Z RECOVERED 2-1/2" SS POST '9 2012 • S �� �� WITH 3-1/4" BC, 3" AGL IN A MOUND OF STONE Oic RA L p�PC� AND M R12 OF Ty /�� QUARTER SECTION CORNER SECTIONS 21 & 28 �Q� uL TO D s�' �� RECORD ACCESSORIES •O T15S R12E _� G� 01 8" J N 76° E, 44.4' J �! � 1/4 S21 5" J S 6° W, 16. 1' S28 G O Jk/�'t RECOVERED 2-1/2" SS POST • 'Srs 2012 �� l`� WITH 3-1/4" BC, 5" AGL Oic �R A L IN A MOUND OF STONE AND M R13 OF Ty /�� CORNER OF SECTIONS 21, 22, 27 & 28 TO O s�' �� RECORD ACCESSORIES T15S R12E 27" J N 41 ° E, 32.2' J J �3 23" J S 25° E, 39.2' S21 S22 S28 S27 9" J S 48° W, 60.1' G �O � 16" J N 74° W, 59.4' RECOVERED 2-1/2" SS POST J40 • '9s 2011 �Q' �C� O� A L $ C? LAND WITH 3-1/4" BC, 3" AGL ENCIRCLED WITH A COLLAR �p�P OF STONE R15 0000"OF Ty "Q1 /�� SOUTHEAST 1/16 CORNER SECTION 29 V� TO 4D RECORD ACCESSORIES cosy G'Q �O J J � 12"J S71°W,25.5' 16" J N 5 1/4° W, 52.6' SE 1/16 • S29 RECOVERED 2-1/2" SS POST J�IV= O'9s 2013 �� �� 0 WITH 3-1/4" BC, 2" AGL IN A MOUND OF STONE RA L AND M R16 EAST 1/16 CORNER SECTIONS 29 & 32 RECORD ACCESSORIES 22" J S 84 1 /2° E, 9.5' 29" J N 63 1/4° W, 38.6' 1" IRON PIPE RM=2-1/2" SS POST WITH 3-1/4" BC, BEARS S39035'44"W, 45.86' RECOVERED 1" OD IRON PIPE 4" AGL DESCHtiT'ES COUNTY SURVEYOR FlLED V30 12020 BY: OvnktlAn R18 OF T/1 /�i CENTER -SOUTH 1/16 CORNER SECTION 29 TO RECORD ACCESSORIES cl (� O 10" J S 83° E, 118.5' j J C 40" J S 1 1 /4° W, 72.7' S 1 /16 S29 9" J N 86 3/4° W, 118.5' G C <v = + O'9S, 2013 �� � rRA RECOVERED 2-1/2" SS POST Ci - L $ Q►G' 4A WITH 3-1/4" BC, 2" AGL ND MptJ R19 Ilk OF rl1 /�� CENTER QUARTER SECTION CORNER, SECTION 29 �QI vL TO s�' ��� RECORD ACCESSORIES •O T15S R12E y Z� G� O 27" J N 65 1/40 E, 13.0' J J �3 28" J S 32 1 /2° W, 30.4' C 1 /4 • S29 to G '9 J�� O'9S► 2013 !�� RECOVERED 2-1/2" SS POST WITH 3-1/4" BC, 3" AGL �� O R A L AND N► R20 OF Ty /�� QUARTER SECTION CORNER SECTIONS 20 & 29 Q,Q� VL TO s�' ACCESSORIES •O T15S R12E ;'0RECORD 10" J N 16° E, 101.1' 13 S20 1 /4 -•- 26" J N 51 3/40 E, 28.7' 22" J S 70 3/40 E, 32.2' S29 G J��Z 15" J S 40 3/40 E, 48.7' NF 8" DT J S 5° E, 18.4' 2013 RECOVERED 2-1/2" SS POST WITH 3-1/4" BC, 2" AGL �Q` �� L SAND Mp�P IN A MOUND OF STONE R23 OF TI1 /�� QUARTER SECTION CORNER SECTIONS 21 & 22 TO O s�• �� RECORD ACCESSORIES T15S R12E vP G �111 14" J S 34° E, 70.0' JZ 1 /4 16" J S 62 1 /2° W, 49.2' S21 S22 G RECOVERED 2-1/2" SS POST '9s, 2011 l`� WITH 3-1/4 BC, 7 AGL �� Oic RA L ENCIRCLED IN A COLLAR OF STONE p�Q.G AND M R25 QUARTER SECTION CORNER SECTIONS 16 & 21 5/8" IRON ROD RECOVERED 5/8" IRON ROD PER CS13983 R26 OF Ty /�� CORNER OF SECTIONS 16, 17, 20 & 21 O�Q� V. TO V_ s�• �'A� RECORD ACCESSORIES �• T15S R12E •ZvQ GAO J �J1 25" J N 75° E, 20.1' �Q 35" J S 17" E, 66.8' S17 S16 S20 S21 , h. 20" J S 36° W, 53.2' G J��Z 21" J N 24° W, 16.0' RECOVERED 2-1/2" SS POST � 09s 2011 �Q` t�,� QI`` rRA $ f? L �A ND Mp�P WITH 3-1/4" BC, 3" AGL R27 OF TIC l�� EAST 1/16 CORNER SECTIONS 17 & 20 Q,Q� vL TO RECORD ACCESSORIES G'Q . 16"J N4°E,29.3' J J ?! S17 E 1/16 14" J S 64° W, 30.3' S20 Gay► <v�Z J RECOVERED 2-1/2" SS POST 2011 WITH 3-1/4" BC, FLUSH Os r $�� �` RA L ENCIRCLED WITH A COLLAR OF STONE �Q► LAND Mp REGISTERED PROFESSIONAL LAND SURVEYOR OREGON SEPTEMBER 17, 2018 BENJAMIN J. HRON 92723 EXPIRES: 6/30/2021 CIVIL ENGINEERING I SURVEYING I PLANNING SHEET 3OF5 vi S: \Land Projects\Thornburgh\dwg\Survey\180110A-ROS.dwg Nov 23, 2020 - 1: 48pm Ch N", k 2 0 3 7 5 20376 RECORD OF SURVEY LOCATED IN SECTIONS 17, 20, 21, 28,29 & 30, TOWNSHIP 15 SOUTH, RANGE 12 EAST, W.M., DESCHUTES COUNTY, OREGON NOVEMBER 23, 2020 SET CORNER MONUMENTS ABBREVIATIONS.- AGL=ABOVE GROUND LEVEL J=JUNIPER SS=STAINLESS STEEL S1 HWA QUARTER SECTION CORNER T15S R12E SECTIONS 20 & 21 ACCESSORIES ESTABLISHED 1/4 6" J N 72° E 15.3' SCRIBED "1/4 S21 BT" 6" SPIKE WITH 1-1/2" BRASS WASHER S20 40 S 21 MARKED "HWA" IN NORTH FACE 29" J S 290 E 23.5' SCRIBED "X BT" 6" SPIKE WITH 1-1/2" BRASS WASHER MARKED "HWA" IN SW FACE 19" J S 170 W 36.7' SCRIBED 1/4 S20 Br 2020 6" SPIKE WITH 1-1/2" BRASS WASHER MARKED "HWA" IN NW FACE 18" J S 630 W 26.5' SCRIBED "X BT" 6" SPIKE WITH 1-1/2" BRASS WASHER MARKED "HWA" IN SOUTH FACE SET A 2-3/8" DIAMETER X 24" LONG FLANGED END SS POST WITH 2-1/2" BC CAP, 0.4' AGL, ENCIRCLED WITH A COLLAR OF STONE S2 HWA CENTER QUARTER SECTION T15S R12E CORNER, SECTION 20 ACCESSORIES ESTABLISHED 16" J N 480 E 33.5' SCRIBED "X BT" 6" SPIKE WITH 1-1/2" BRASS WASHER C 1/4 • S 20 MARKED "HWA" IN NE FACE 14" J S 470 E 19.6' SCRIBED "C 1/4 S20 BT' 6" SPIKE WITH 1-1/2" BRASS WASHER MARKED "HWA" IN SE FACE 15" J S 190 W 53.7' SCRIBED "X BT" 2020 6" SPIKE WITH 1-1/2" BRASS WASHER MARKED "HWA" IN NW FACE 19" J N 740 W 43.5' SCRIBED "C 1/4 S20 BT" 6" SPIKE WITH 1-1/2" BRASS WASHER MARKED "HWA" IN NE FACE SET A 2-3/8" DIAMETER X 24" LONG FLANGED END SS POST WITH 2-1/2" BC CAP, 0.4' AGL, ENCIRCLED WITH A COLLAR OF STONE S3 CENTER -EAST 1/16 CORNER HWA SECTION 20 E 1/16 C 0 C SET 5/8" X 20" REBAR IN A S20 DRILL HOLE IN ROCK, ENCIRCLED WITH A COLLAR OF STONE WITH 2" ALUMINUM CAP 2020 0.4' AGL S4 SOUTH 1/16 CORNER HWA SECTIONS 20 & 21 S 1 /16 S20 S21 SET 5/8" X 20" REBAR IN A DRILL HOLE IN ROCK, ENCIRCLED WITH A COLLAR OF STONE WITH 2" ALUMINUM CAP 2020 0.4' AGL S5 CENTER -SOUTH 1/16 CORNER HWA SECTION 30 C S 1 /16 S20 SET 5/8" X 24" REBAR, C ENCIRCLED WITH A COLLAR OF STONE WITH 2" ALUMINUM CAP 0.4' AGL 2020 S6 SOUTHEAST 1/16 CORNER HWA SECTION 20 SE 1/16 • S20 SET 5/8" X 24' REBAR ENCRICLED WITH A COLLAR OF STONE WITH 2" ALUMINUM CAP 0.4' AGL 2020 S7 SOUTHWEST 1/16 CORNER HWA SECTION 16 SW 1 /16 • S16 SET 5/8" X 24' REBAR ENCRICLED WITH A COLLAR OF STONE WITH 2" ALUMINUM CAP 0.4' AGL 2020 S8 WEST 1/16 CORNER HWA SECTIONS 20 & 29 S20 W 1/16 e SET 5/8" X 24' REBAR S29 ENCRICLED WITH A COLLAR OF STONE WITH 2" ALUMINUM CAP 0.4' AGL 2020 S9 SOUTHWEST 1/16 CORNER HWA SECTION 20 SW 1/16 • S20 SET 5/8" X 20" REBAR IN A DRILL HOLE IN ROCK, ENCIRCLED WITH A COLLAR OF STONE WITH 2" ALUMINUM CAP 2020 0.4' AGL S10 CENTER -NORTH 1/16 CORNER HWA SECTION 29 C N 1/16 S29 SET 5/8" X 24' REBAR ENCRICLED WITH A COLLAR C OF STONE WITH 2" ALUMINUM CAP 0.4' AGL 2020 S11 NORTH 1/16 CORNER HWA SECTIONS 29 AND 30 N 1/16 S30 S29 SET 5/8" X 24' REBAR ENCRICLED WITH A COLLAR OF STONE WITH 2" ALUMINUM CAP 0.4' AGL 2020 S12 NORTHWEST 1/16 CORNER HWA SECTION 29 NW 1/16 • S29 SET 5/8" X 20" REBAR IN A DRILL HOLE IN ROCK, ENCIRCLED WITH A COLLAR OF STONE WITH 2" ALUMINUM CAP 2020 0.4' AGL S13 NORTHEAST 1/16 CORNER HWA SECTION 30 N E 1/16 • S30 SET 5/8" X 24' REBAR ENCRICLED WITH A COLLAR OF STONE WITH 2" ALUMINUM CAP 0.4' AGL 2020 S14 CENTER -SOUTH 1116 CORNER HWA SECTION 17 C S 1 /16 S17 SET 5/8" X 24' REBAR ENCRICLED WITH A COLLAR C OF STONE WITH 2" ALUMINUM CAP 0.4' AGL 2020 DESCHUTES COUNTY SURVEYOR FILED 3o zoLo BY: it - 7-3- zo REGISTERED PROFESSIONAL LAND SURVEYOR OREGON SEPTEMBER 17, 2018 BENJAMIN J. HRON 92723 %4VA CIVIL ENGINEERING I SURVEYING I PLANNING IS: \Land Projects\Thornburgh\dwg\Survey\180110A—ROS.dwg Nov 23, 2020 — 1: 52pm CS 20376 EXPIRES: 6/30/2021 SHEET 5 OF 5