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HomeMy WebLinkAboutSurvey 20317N89'44'20"E 2630.61' (R6) N 89'45� 29„'E 1315.01 � (R11) N89`4539"E 1315.31' (R10) N89'43 49 E 1315.04 (R10) N89'44'50"E 1315.90' (R4) N89'44N89*40�50"„31E 1315.90i � (R4) N89'40'54"E 1315.72' {R1 } C 1/4 CORNER �.-w 1/4 CORNER N89`45'42"E1315 03' N89'46'42"E 1315.28'Tl\�- 00 / �p CW 1 /16 CORNER • , � 11 1141 / I SCALE: 1"=200' , -- -- - -- - -- -- -- -- -- -- � ry� N28'33'37"E 24.21' � ^(�- • S30`21 25 W a-, N28'26'26"E 24.10' (R10) 26 �ry 29.07' ^M• a' / --- -- -I� r`o h ro lo / 000 hX f��~ �� A , S58'50'45"E 200.00' (R6) .�2Q�Q0, �'�� o c6 CV ( A I o0 -`n13oN i cb o O o ,Gl 50.00' r r N, , �' d 0 0 i '� �E'7 ' -� r rLde Q� 'II'V ( Q� 2 4(() 0 A�, <�, ci 0 o a �(V ry`b p �(o ,� P` 2443.2 MEASURED z z Z ( -� v lb N / - �- - _ ( ALONG TRACKS PER C9 � �� P��- 1 00 (D2) FROM SOUTH 0 O p 7 LINE OF SEC. 3 I 0 �°� ono o /n� �^� a ��`' S / 0 / c,� 0 CORNER FALLS V °� Gj ,o s2Xoo / S28 27 09 W 280.15 o o UNDER DECK ,� �°' '�� "�'� ,,�"� �', 0, ,_.,- / •00 0o p` / (D2) c9 r 10 N21'19'39"E 190.27' o ' SW 1/16TH w CORNER / / 0 N89'37'00"E 70.00' CV C6 r� S89'42'38",W 1313.26'� (R11) v ,� "4 N89'37'00"E 1313.06' (R1) po to N89'37 00 E 1313.05 (R1) / 332.89 (R2) / �, 7 s9g'`o r/ '31 "W 1313.26' 8 , 333.08' 2s'80 N89'43'56"E 1312.52' N N 0 ,r ! S89 . . . . _ l /. N w w 00 oo_ 293.08 , 2 2 oR/�J 979.44 0 0) v 40.00 x S89'42'31 "W 918.93' w ♦ .� ,. Q % 'oo� 50.00' S 1/16TH CORNER c�,`� / ♦ •�' 974.36' TO 50' ROW o 30 00' `�`SO OQ' CS 1/16TH �, o ( } _ i (R2,R16} ��6� QO' CALCULATED : 000 / N89'37 00 E 972.63 (R2,R16) "� POSITION SEE N89'37'00"E 956.38' (R1) � © N ^ 56,, �` 1443.2 MEASURED �, o _ �` ALONG TRACKS PER DETAIL "C" 0 0 0 � � C) ©a SEE (D2) FROM SOUTH LINE 4- /y� o o o.duo- d= `� DETAIL OF SEC. 3 / /�-- -- -- --- -- -- --- o L6 Lci L0 co 0z o Ln Lo (f) „) 10 . I NIoo, 14 , / r Ln O [,14 -- -- L7�� Q ftf / / O0N -- -- to " /-599+10.35 � N r- - Sn• on, , o070.05' FROM CL ,' r e�- W /_ .1S°',nN o [, I ..-- ire tr n / N " r / CENTERLINE w o co w O �., _ n o; _ - I N o OF RAILROAD 0 25 600+00 69.89 FROM CL o � Lo M o b "'` 0 ,,n O O L0 o / TRACKS V) z 15 cl `Z R= 5752.87 . , � ,� L1122.44 �-- T=563.01 0 ; '/ CH BRG=N36'48'26"E 60s'`o o .�� �I / CH L-1120.66 /,�y ♦� � �wN � A-1110'44 coa00 Lo (R14) ":¢n Ln % DEGREE OF CURVE= 1'00' SEE DETAIL "B" i DELTA= 11 *00' 00' '/ z R W 1 16 CORNER 22'11,14 23 5 Cali 4 3 21 �. i 941 IIIIIII 9 10 .69 �'- - - - - -'1 232 .72' S89`39'25"W 1310.39' o � 1 135.87 942.12' (R1) 232.86' (R13) S89'33'06"W 1310.39' (R1) ^o a 941.67' (R12,R13) 135.84 (R12,R13) N89'37'50"E 1310.19' (R13) 0 N89'37'56"W 1310.23' (R15) N89'37'26"E 1310.29' S89'33'06"W 1310.38' (R1) S89'33'06"W 1310,38' (R9) N89'37'50"E 1310.37' (R12,R13) N89'37'31"E 1310.39' (R15) 27 / uNKNowN S89'32'17"E 264.80' - -- ORIGIN - - - - - - N Ld 0) 4Z2 oo.�� Lo co [if -0 0!� Lf) Lo 0 'I.0) N 1�� 0 4�j �ry�ryry' z`o o o 00 07 p0p0p��/o ©r g (er �ry CDoza S89`37'00"W 350.00' (R3,R5,D3,D4) / S89'54'34"W 350.17' 00, S 9 20 � S89'33'06"W 2620.77' (R1) S89'37'50"W 2620.56' (R12,R13) S89'37'00"W 450.00' (R5) N 89'31' 57"E 449.84' N00'23'00"W 20.00' S00'18'45"E 18.73' (R3,R5,D4,D5) N00'23'00"W 20.00' (R3,R5,D4) - - S89'42'31 "W - 240.00' 000- N ,� 37'"``BLDG N89'37'00"E 200.00' (R3,D4) , S89'37'00"E 199.69' (R5) r)o 4"W212.82 (R3) S89'42'31"W 240.02' 14gBS84*25 S84'20'2 N14�,,wQS2 o S725's�,'4.5�&oo oo9e44�j SEE DETAIL „E � 60, 69 2z' �R,?)6R - S89'42'31 "W 151.09' (D5) S00'15'17"E 20.00' No0.23'00'W 20.00' (R5,D5) N89'37'00"E 40.00' (R5,D5) I S 1/4 CORNER 3 @ 10 17 -- --- cn z 00 t=i -pt CA O O O �,, o 8 IV C rri O { �)p 7- " 0 �' V� ��KIM Km - r Cn r'1 a 0 0 �,`-4_�ool M 1 s J, 62.39 LEGEND AND REFERENCES. - FOUND MONUMENTS AS NOTED BELOW RECORD OF SURVEY FOR DAVID HANCOCK FOUR SEASONS MOBILE HOME PARK 0 SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING" UNLESS NOTED OTHERWISE . LOCATED IN THE SW 1/4 OF SECTION 3, TOWNSHIP 17 (R1) SURVEY BY BRUCE ROGERS, PLS 706, FILED 09/10/1971, CS02193 SOUTH, RANGE 12 EAST, W.M., DESCHUTES COUNTY, OREGON (R2) SURVEY BY DARREL EDWARDS, PLS 741, FILED 12/01 /1972, CS02196 (R3) SURVEY BY DARREL EDWARDS, PLS 741, FILED 01 /26/1973, CS02195 '` (R4) SURVEY FOR OREGON STATE PARKS BY JOHN HOLLINGSWORTH, PLS 691, FILED 01/09/1979, CS02197 THE PURPOSE OF THIS SURVEY WAS TO ESTABLISH AND MONUMENT THAT TRACT OF LAND DESCRIBED AS (R5) SURVEY BY GEORGE COLVIN, PLS 1020, FILED 06/15/1978, CS02190 PARCELS 1 AND 4, IN WARRANTY DEED RECORDED JANUARY 11, 2008, IN BOOK 2008, PAGE 01538, DESCHUTES COUNTY OFFICIAL RECORDS (D1). PARCEL 1 IS COMMONLY KNOWN AS THE FOUR SEASON (R6) MAJOR LAND PARTITION MJP-78-65 BY GEORGE COLVIN, PLS 1020, FILED 01/25/1980, CS02192 MOBILE HOME PARK AND PARCEL 4 IS A STRIP OF LAND ALONG THE BURLINGTON NORTHERN RAILROAD. (R7) PLAT OF SURVEY FOR DEPT. OF TRANSPORTATION BY JAMES TYE, PLS 1104, FILED 11 /04/1991, CS05052 PARCEL 1 IS DESCRIBED AS THE SOUTHERLY 400 FEET OF THE NW 1/4 SW 1/4 OF SECTION 3 LYING EASTERLY OF THE DALLES-CALIFORNIA HIGHWAY AND THE SOUTHERLY 400 FEET OF THE NE 1/4 SW 1/4 (R8) MONUMENT REPLACEMENT AND RELOCATION BY LYNN BRUNO, PLS 2335, FILED 1/15/1992, CS07392 OF SECTION 3 LYING WESTERLY OF THE WESTERLY RIGHT OF WAY OF THE OREGON TRUNK RAILWAY. (R9) SURVEY BY JEFF KERN, PLS 1081, FILED 10/13/2003, CS15566 TOGETHER WITH A 30 FOOT STRIP OF LAND LOCATED IN THE NORTHERLY PORTION OF THE SW 1/4 SW 1/4 OF SECTION 3, LYING EASTERLY OF THE DALLES-CALIFORNIA HIGHWAY. EXCEPTING THOSE TRACTS OF (R10) PROPERTY LINE ADJUSTMENT BY RICHARD BRYANT, PLS 920, FILED 03/23/2004, CS15810 LAND RECORDED MARCH 29, 1973 IN BOOK 193, PAGE 723, (D3) AND RECORDED MARCH 7, 1973, IN BOOK 193, PAGE 128 (D4), AND RECORDED NOVEMBER 2, 1973, IN BOOK 200, PAGE 650 (D5), (R11) PARTITION PLAT N0. 2017-2 BY JERRY STICHLER, PLS 2527, FILED 02/01 /2017, CS19288 DESCHUTES COUNTY OFFICIAL RECORDS. ALSO EXCEPTING LAND LOCATED IN THE RIGHT OF WAY OF (R12) PARTITION PLAT NO. 2007-78 BY DANIEL WOBBE, PLS 2825, FILED 12/10/2007, CS17585 HIGHWAY 97. (R13) JUNIPER RIDGE EMPLOYMENT SUBDISTRICT PHASE 1 BY CHRISTOFER C. SHERBY, PLS 74508, PARCEL 4 IS A STRIP OF LAND 200' x 1000' DESCRIBED IN SAID WARRANTY DEED, IN BOOK 2008, PAGE FILED 10/20/2011, CS18324 01538, SAID STRIP OF LAND CONVEYED FROM THE BURLINGTON NORTHERN AND SANTA FIE RAILWAY COMPANY TO DAVID M. HANCOCK AND DAVID A. BOYS JANUARY 25, 1999, IN BOOK 1999, PAGE 3467, DESCHUTES COUNTY OFFICIAL RECORDS (D2). (R14) RIGHT OF WAY AND TRACK MAP OREGON TRUNK RAILWAY MAP V-ORE-4/10, DATED JUNE 30, 1916 WE BEGAN OUR SURVEY BY LOCATING MONUMENTS TO BREAKDOWN THE SW 1/4 OF SECTION 3. ALL (R15) SURVEY BY SCOTT MONTGOMERY, PLS 51324, FILED 12/11/2008, CS17888 CORNERS OF THE SW 1/4 WERE FOUND WITH EXCEPTION OF THE CS 1/16TH CORNER WHICH WE HELD AT (R16) SURVEY BY BRUCE ROGERS, PLS 706, FILED 10/05/1971, CS02194 THE MIDPOINT ALONG THE EAST LINE OF THE SW 1/4 OF SECTION 3. FOR THE NORTHERLY LINES OF THE SUBJECT PROPERTY WE HELD FOUND MONUMENTS NO. 9, 18 AND 19, AND A LINE 400.00' NORTH OF THE (R17) SURVEY BY JIM TYE, PLS 1104, FILED 02/14/1998, CS02198 SOUTH LINE OF THE NW1 /4 SW1 /4 AND 400' NORTH OF THE NE1 /4 SW1 /4. WE EXTENDED AND/OR TRUNCATED THESE 400' LINES TO MEET ALONG THE NORTH -SOUTH CENTER SECTION LINE OF THE SW 1/4 (D1) WARRANTY DEED RECORDED JANUARY 11, 2008, IN BOOK 2008, PAGE 01538, DESCHUTES OF SECTION 3. COUNTY OFFICIAL RECORDS. THE SUBJECT PROPERTY IS BOUNDED ON THE WEST BY THE EASTERLY RIGHT OF WAY OF THE (D2) QUITCLAIM DEED THE BURLINGTON NORTHERN AND SANTE FIE RAILWAY COMPANY TO DAVID M. HANCOCK AND DAVID DALLES-CALIFORNIA HIGHWAY. WE HELD THE MONUMENTS No. 9 AND NO. 10 PER CS07392 AND CS05052 A. BOYS, RECORDED JANUARY 25, 1999, BOOK 1999, PAGE 3467, DESCHUTES COUNTY OFFICIAL RECORDS. FOR THE HIGHWAY RIGHT OF WAY, OFFSET THIS LINE FOR THE HIGHWAY CENTERLINE. WE HELD THE D3 ( ) WARRANTY DEED RECORDED MARCH 29, 1973, IN BOOK 193, PAGE 723, DESCHUTES COUNTY OFFICIAL RECORDS. POSITION OF MONUMENT NO. 10 FOR STATIONING OF THE HIGHWAY. THE SOUTHWEST CORNER OF THE SUBJECT PROPERTY WAS HELD AT THE INTERSECTION OF THE RIGHT OF WAY LINE FROM MONUMENT NO. 10 (75.00' ROW) TO A CALCULATED POSITION OF HIGHWAY STATION 594+00 (100.00' ROW) AND THE (D4) WARRANTY DEED RECORDED MARCH 07, 1973, IN BOOK 193, PAGE 128, DESCHUTES COUNTY OFFICIAL RECORDS. SOUTHERN PROPERTY LINE OF THE SUBJECT PROPERTY. (D5) WARRANTY DEED RECORDED NOVEMBER 02, 1973, IN BOOK 200, PAGE 650, DESCHUTES COUNTY OFFICIAL PARCEL 4 IS DESCRIBED IN BOOK 1999, PAGE 3467, DESCHUTES COUNTY OFFICIAL RECORDS (D2) AS RECORDS. LYING BETWEEN TWO LINES DRAWN PARALLEL WITH AND DISTANT, RESPECTIVELY, 50.0 FEET AND 250.0 FEET NORTHWESTERLY, AS MEASURED AT RIGHT ANGLE FROM THE RAILROAD CENTERLINE, AS ORIGINALLY LOCATED AND CONSTRUCTED, BOUNDED BY TWO LINES DRAWN AT RIGHT ANGLES TO SAID CENTERLINE DISTANT, RESPECTIVELY 1443.2 AND 2443.2 NORTHEASTERLY FROM THE SOUTH LINE OF SECTION 3, AS MONUMENT LEGEND: THE MAIN TRACK CENTERLINE. THEWAS OF THETERLINE oEVIDENCE BYASURED HOLD HOLDING TOHEGCENTERLINE OF THE EXISTING RAILROADNAD TRACKS AS THE BEST TO TH ESHED RAILROAD RIGHT OF WAY USING A RADIUS OF 5752.87 FEET AS SHOWN. THIS FIT RELATIVELY WELL WITH 1 FOUND 1-1/2" ALUMINUM CAP STAMPED-OREGON STATE PARKS" PER CS02197 (R4) RECORD RAILROAD SURVEY (R14). PARCEL 4 WAS ESTABLISHED AT THE DEED DIMENSIONS AS SHOWN. O FOUND 1-1/2" ALUMINUM CAP STAMPED "OREGON STATE PARKS" PER CS02197 (R4) ,) THE BASIS OF BEARING FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM, SEE DETAIL. 3 FOUND 3-1/4 ALUMINUM CAP BY GEORGE COLVIN, PLS 1020, MARKER NAME: 17120340, OCRR 120, 3/20/1987 4 FOUND 3-1/4" ALUMINUM CAP BY GEORGE COLVIN, PLS 1020, MARKER NAME: 17120300, OCRR 128, 3/20/1987 FOUND 1 /2" IRON ROD, NO CAP, UP 10", PER CS02193 (R1) O FOUND 3-1/4" ALUMINUM CAP BY GEORGE COLVIN, PLS 1020, MARKER NAME: 17120304, OCRR 128, 3/20/1987 FOUND 1 /2" IRON ROD, NO CAP PER CS02193 (R1) FOUND DRILL SHANK IN ROCK PER CS02193 (R1) O FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "W&H PACIFIC" PER CS07392 (R8) 10 FOUND 1-1/2" ALUMINUM CAP STAMPED "OREGON STATE HWY STA 592+00" PER CS05052 (R7) Fn1 IIVn t; /R" IRnnI Pnnhln ('APB RFMTCZWOT AT SPIN POINT PER CC05052 (R7) 12 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "BRYANT LS 920" PER CS15810 (R10) 13 FOUND 1 /2" IRON ROD, NO CAP PER 02192 (R6) NOT HELD G FOUND 5/8" REBAR, WITH RED PLASTIC CAP STAMPED "APES" PER CS17888 (R15) 15 FOUND 5/8" REBAR, NO CAP, BENT, SHOT AT SPIN POINT PER CS15566 (R9) 16 FOUND 1" OPEN PIPE, UP 18" PER CS02190 (R5), NOT HELD, SHOWN AT FOUND LOCATION 17 FOUND 1 /2" REBAR, NO CAP, UP 12" PER CS02190 (R5) 1$ FOUND 1" OPEN IRON PIPE, LEANING WESTERLY, SHOT AT SPIN POINT PER CS02195 (R3) 19 FOUND 5/8" IRON ROD, NO CAP, PER CS02195 (R3) 20 FOUND 5/8" IRON ROD, NO CAP, PER CS02195 (R3) 21 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP, STAMPED "W&H PACIFIC" PER CS17585 (R12) 22 FOUND 5/8" IRON ROD, NO CAP, LEANING EASTERLY, LOOSE PER CS02193 (R1), NOT HELD 23 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP, STAMPED "W&H PACIFIC" PER CS17585 (R12) 24 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "W&H PACIFIC" PER CS07392 (R8) 25 FOUND 1-1/2" ALUMINUM CAP STAMPED "OREGON STATE HWY STA 600+00" PER CS05052 (R7) 26 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "W&H PACIFIC" PER CS07392 (R8) 27 FOUND 1 /2" IRON ROD, NO CAP, ORIGIN UNKNOWN 28 FOUND 5/8" IRON ROD, NO CAP, BENT, SHOT AT SPIN POINT PER CS02195 (R3) 2g FOUND 1/2" IRON ROD, NO CAP, BENT, SHOT AT SPIN POINT PER CS02196 (R2) N19'38'15"E 2.37' FROM NE PROPERTY CORNER DETAIL "A" SCALE: 1 "=60' DESCHUTES COUNTY SURVEYOR FILED 9/z3/z020 BY. Dunlal6z N89'44'20"E 517.33' (R6) 512.78' N89`43'56"E 575.17' N89'44'20"E 517.33' (R5) 517.33' (R6) 4 ,y� W 1/1 6TH G�'�G� / CORNER / 67.92' (R12) 67.92' (R12) RR ROW TO CL RR CL TO ROW RR ROW TO 1/16TH SEC. 3 �� 22 68.37' 68.87'. 232.80' SEC. 10 21 N89'37'26"E 135.87' 23 N89'37'26"E 232.73' MONUMENT TO MONUMENT FOUND MONUMENT l�J 135.84' (R12) TO 1/1 6TH DETAIL »tj» NOT To SCALE SHOW! EXAGGERATED FOR CLARITY W 1/4 SECTION 3 �\ MARK: 17120340, FOUND l�J 3-1/4" ALUMINUM CAP N: 412313.371 E: 3299896.017 1 p\rr, I 0 zs6' NW CORNER SUBJECT w PROPERTY, FOUND 5/8" WITH YELLOW V) PLASTIC CAP STAMPED w 9 "W&H PACIFIC" z ¢ ,`r N: 411387.844 / E: 3300491.311 m0 N o / 0 0 I N O ^' mv [ifa , 0 0 co dlcn p ~ I z 1/ w c� '/ SW CORNER SECTION 3 MARK: 17120300, FOUND / 3-1/4" ALUMINUM CAP N: 409669.820 E: 3299893.377 BASIS OF BEARING DETAIL SCALE: 1 "=600' I SW 1/16TH CORNER SUBJECT FOUND DRILL SHANK PROPERTY IN ROCK PER (R1) . ® N89'43'56"E S89`42'31 "W Q SET WITNESS o CORNER SUBJECT Nit PROPERTY O Vo S89'42'31 "W o wooD FRAMED 10.00' GARAGE WITH SET WITNESS i CONCRETE CORNER FLOOR NOT A PART I NOT A PART DETAIL "D" SCALE: 1 "=20' O N C��vb , TAX LOT 200 i SUBJECT PROPERTY E--W CENTERLINE SW 1/4 SEC. 3 S89'42'31 "W - W 0 S89'42'31 "W N21'19'39"E 11.29' DETAIL "C" SCALE: 1 "= 60' 28 T 00 S89'42'31 "W S89'42'31 "W W �t- 00 �h 00 0 ( r O I U) 20 1.23' N S89'42'31 "W o +� U) \1 S84'25 23 W 19 DETAIL "E" SCALE: 1 "=10' N CD go CS 2031 1