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HomeMy WebLinkAboutSurvey 2041722 . I GAS STATI & MINI MA RON FRAM I TAX LOT 400 U U 1 N U (D2) 2014-25 I 3 L Cl 15 16 N 201 J I 13 5d 0 a ?7' � w rn (D I c, I zl� O i SCALE: 1 "=100' N89'32115"W 580.06' (R8) N89'27'07"W 580.11' (R7) N89'27'07"W 580.06' (R4) S89'31'17"E 580.09' TAXLOT 3100 O 0 �L24 21 BEND RIVER MALL AVE N89'54'30"W (R10) S89'48'14"E (R4) O S89'14'10"E 347.36' (R3,R5) - D S89'47'35"E 347.68' 20 T21 N �I (ifth co I `J ao TAXLOT 1500 20 21 29 28 DESCHUTES COUNTY �URVEYOFi FILED � 8 2oz/ By.. Dunke1b xmmlmmmmmmm� .. - 4 - 18 17 L26 -L18 MONUMENT DESCRIPTIONS O1/4 CORNER - FOUND 2" ALUMINUM CAP PER DESCHUTES COUNTY PUBLIC WORKS DEPT. SURVEY CS02669 OSECTION CORNER - FOUND 3" BRASS CAP SET BY CENTURY WEST ENG. CORP. CONTROL MARK: 17122100 OFOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "KERN LS 1081", PER (R1) OFOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP, ILLEGIBLE, PER (R1) OFOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP, ILLEGIBLE, PER (R1) OFOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP, BROKEN & ILLEGIBLE, PER (R1) OFOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "KERN LS 1081", PER (R1) OFOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP, ILLEGIBLE, PER (R1) OFOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP, ILLEGIBLE, PER (R1) 10 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP, ILLEGIBLE, PER (R1) GFOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP, ILLEGIBLE, PER (R1) 12 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "HWA" PER (R2) FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "KERN LS 1081", NO 13 SURVEY FOUND SHOWING KERN SETTING THIS CORNER, HE NOTES FINDING A 5/8" IRON ROD BY CENTURY WEST ENG IN (R1) OTHERS SHOW FINDING AN IRON PIPE, HELD 14 FOUND 5/8" IRON ROD, NO CAP, SHOT AT SPIN POINT PER (R1), S81'03'07"W 0.76' FROM CALCULATED POSITION, NOT HELD, SEE DETAIL "A" 15 FOUND 1/2" OPEN IRON PIPE, NO CAP, ORIGIN UNKNOWN, HELD 16 FOUND 5/8" IRON ROD, NO CAP, ORIGIN UNKNOW, MONUMENT BEARS S44'32'03"E 0.35' FROM MONUMENT 15, NOT HELD 17 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "HWA" PER (R5) 18 FOUND 5/8" IRON ROD, NO CAP PER (R5) 19 SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING" 20 SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING" 21 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP, ILLEGIBLE PER (R1) 22 FOUND 1" IRON PIPE PER (R4) 23 THE ORIGINAL "X" IN ROCK FACE AS NOTED IN (R1,R4,R7,R9) HAS BEEN COVERED WITH SPRAYED CONCRETE AND IS NO LONGER VISIBLE. SET 2 WITNESS CORNERS AS SHOWN IN DETAIL "B" 24 SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING" 25 SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING" SUGARLOAF MT. MOTEL RON FRANCI TAX LOT 100 /V,15� S;7 23 Fp,,.W r'R6 (Rg) 4'p)„ 232 , � �\57158 OS �W 2,37. 2 (R6) E (R4) SEE DETAIL "Bo$ til CALCULATED POSITION, CORNER N NOT ACCESSIBLE, (D2) r-- r NOTHING SET 2014-25406 J (.0 G W G� 0 to 'a15 16 L31 SEE DETAIL "A" L8 t L30 0) (D3) 2015-27338 NI 1 60 7 o" L5 WINCO BARGAIN & SALE DEED 2017-4007 (D1) DETAIL Pico$ SCALE: 1 "=50' RECORD OF SURVEY LOCATED IN THE SE 1/4 OF SECTION 20 AND IN THE SW 1/4 OF SECTION 21, TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND, DESCHUTES COUNTY, OREGON LEGEND • FOUND MONUMENT AS NOTED 0 SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING." UNLESS NOTED OTHERWISE (R1) BOUNDARY AND LOT LINE ADJUSTMENT BY JEFF KERN, PLS 1081, FILED 12-18-1989, CS02655 (R2) RECORD OF SURVEY BY DAVID WILLIAMS, PLS 2686, FILED 5-13-1998, CS13273 (R3) MINOR PARTITION 98-174 BY DAVID WILLIAMS, PLS 2686, FILED 12-16-1998, CS13493 (R4) SURVEY BY JEAN HAWTHORNE, PLS 454, FILED 2-2-1967, CS02652 (R5) SURVEY BY DAVID WILLIAMS, PLS 2686, FILED 11-6-1996, CS12753 (R6) SURVEY BY W.C. KAUFFMAN, PLS 1031, FILED 3-4-1977, CS08611 (R7) SURVEY BY MICHAEL TYE, PLS 1046, FILED 12-17-1987, CS02612 (R8) PLAT OF NORWOOD BY ROBERT GOULD, PLS 632, RECORDED 6-19-1935, CS08593 (R9) SURVEY BY JEFF KERN, PLS 1081, FILED 4-22-1996, CS12560 (R10) SURVEY BY W.C. KAUFFMAN, PLS 1031, FILED 10-03-1985, CS02669 (D1) STATUTORY BARGAIN AND SALE DEED, RECORDED JANUARY 31, 2017, IN BOOK 2017, PAGE 4007, DESCHUTES COUNTY OFFICIAL RECORDS. (D2) STATUTORY BARGAIN AND SALE DEED, RECORDED AUGUST 5, 2014, IN BOOK 2014, PAGE 25406, DESCHUTES COUNTY OFFICIAL RECORDS. (D3) STATUTORY BARGAIN AND SALE DEED, RECORDED JULY 6, 2015, IN BOOK 2015, PAGE 27338, DESCHUTES COUNTY OFFICIAL RECORDS. WINCO z PROPERTY a cn w D2 00 2014 25406 14 N N70'57'17"W _/ 0.67' of ` N (D3) 2015-27338 r*i , rlc,s of I l DETAIL $$A$' SCALE: 1 "=1' NOT A PART SUGARLOAF MOTEL , TAX LOT 100lot N o� N�2 or , z ?rryw @23 ___ `6pp, S,2 21 -0F WINCO d DETAIL "Bo$ SCALE: 1 "=5' CURVE TABLE CURVE TABLE - RECORD DATA CURVE LENGTH RADIUS TANGENT CH BEARING CH LENGTH DELTA CURVE LENGTH RADIUS TANGENT CH BEARING CH LENGTH DELTA Cl 22.00' 2814.80' 11.00' S08'26'47"E 22.00' 0'26'52" Cl (R6) 22.00' 2814.80' 22.00' 00'26'52" Cl (R9) C1 (D2) 22.00' 2814.79' 2814.80' N08'25'18"W 22.00' 22.00' 00'26'52" C2 191.16' 2814.80' 95.62' S06*16'36"E 191.13' 3'53'28" Cl (D3) 22.00' 2814.80' S08'27'34"E 22.00' C3 459.55' 2814.80' 230.29' S00'20'45"W 459.04' 9*21'15" C2 (R6) C2 (R9) 191.16' 2814.80' 2814.79' 191.13' 03'53'28" C4 672.72 2814.80 337.97 S01 49 25 E 671.12 13'41 36 C2 (D2) 191.16' 2814.80' N06.15'08"W 191.13' C4 (R7) 672.89' 2814.79' C4 (R8) 673.10' 2814.80' C4 (R9) 672.86' 2814.79' SURVEYOR'S NARRATIVE: THE PURPOSE OF THIS SURVEY IS TO ESTABLISH AND MONUMENT THAT PARCEL OF LAND DESCRIBED IN DEED RECORDED JANUARY 31, 2017, IN BOOK 2017, PAGE 4007, (D1) DESCHUTES COUNTY OFFICIAL RECORDS. THE DIMENSIONS FROM SAID DEED CORRESPOND TO A SURVEY BY JEFF KERN IN CS02655 (R1). WE STARTED OUR SURVEY WITH A SEARCH OF EXISTING MONUMENTS FOR THE SUBJECT PROPERTY AND SURROUNDING AREA. SEVERAL MONUMENTS WERE FOUND AND HELD AS SHOWN. DUE TO THE CONSTRUCTION OF A MOTEL NORTH OF THE SUBJECT PROPERTY AND THE PIPING OF THE SWALLEY IRRIGATION CANAL SEVERAL MONUMENTS HAVE BEEN DESTROYED. TO ESTABLISH THE LOCATIONS FOR MONUMENTS NO. 19 AND NO. 20 WE HELD THE BEARING FOR THE EAST LINE OF THE SOUTHEAST ONE -QUARTER OF SECTION 21 FROM FOUND 2" ALUMINUM CAP (NO. 1) AT THE 1/4 CORNER COMMON TO SECTIONS 20 AND 21 AND THE FOUND 3" BRASS CAP (NO 2) AT THE SECTION CORNER COMMON TO SECTIONS 20, 21, 28 AND 29. WE HELD THE DISTANCES FROM THE 1/4 CORNER (NO. 1) PER DEED (D1) AND KERNS SURVEY (R1) TO ESTABLISH THE CORNERS AT MONUMENTS NO. 19 AND NO. 20. TO ESTABLISH THE CORNERS BETWEEN FOUND MONUMENT NO. 11 AND THE CALCULATED CORNER AT MONUMENT NO. 20 WE USED RECORD BEARINGS AND DISTANCES FROM DEED (D1) AND KERNS SURVEY (R1), ROTATED AND SCALED TO FIT. TO ESTABLISH THE CORNERS AT MONUMENTS NO. 23, 24 AND 25 WE USED RECORD BEARINGS AND DISTANCES FROM DEED (D1) AND KERNS SURVEY (R1), FROM THE FOUND MONUMENT AT NO. 14 AND THE CALCULATED CORNER NO. 19, ROTATED AND SCALED TO FIT. WE FOUND THIS TO BE THE BEST EVIDENCE TO RE-ESTABLISH THESE CORNERS. ALONG THE EASTERLY RIGHT OF WAY OF HIGHWAY 97 WE HELD THE BEARINGS AND DISTANCES FROM MONUMENTS FOUND AT NO. 3, 13 AND 15. WE ESTABLISHED CURVE (C4) BY HOLDING THE MONUMENTS AT NO. 15 AND NO. 22 AND RECORD RADIUS PER (R6). THE PROPERTIES ALONG HIGHWAY PER (D2) AND (D3) WERE ESTABLISHED PRIOR TO THE KERN SURVEY (R1) AND SEEM TO COINCIDE WITH KAUFFMANS SURVEY (R6). WE HELD THE DEED DISTANCES FOR CURVES (Cl) AND (C2) PER (D2) AND (D3) FOR THE NORTHWEST CORNERS OF (D2) AND (D3). WE HELD THE BEARING BETWEEN THE ESTABLISHED NORTHWEST CORNER OF (D2) AND THE ESTABLISHED CORNER AT MONUMENT NO. 23. WE THEN HELD THE DEED DISTANCE PER (D2) FOR THE NORTHEAST CORNER OF (D2). TO ESTABLISH THE EASTERLY LINES OF (D2) AND (D3) THAT ARE COMMON WITH THE WINCO PROPERTY (D1), WE HELD THE CALCULATED NORTHWEST AND NORTHEAST CORNERS OF (D2) AND TURNED THE RECORD ANGLE AND DISTANCE PER (D2) TO ESTABLISH THE EAST LINE OF (D2). WE HELD BEARINGS AND DISTANCES OF (D3) ROTATED TO FIT THE DEED ANGLE BETWEEN LINES L5 AND L27. THE BEARING OF (LB) WAS EXTENED TO THE CALCULATED EAST LINE OF (D2). THE LAST CALLS IN BOTH (D2) AND (D3) DO NOT CLOSE BUT DO MAKE A CALL TO THE POINT OF BEGINNING. BASIS OF BEARINGS AND CONTROL BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM (COCS). GPS CALIBRATIONS WERE MADE FROM THE ORGN BASE STATIONS (INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL, AND MDRS) WITH TOPCON HIPER GPS. THE CALIBRATION TIES MULTIPLE COCS POINTS USING PUBLISHED COORDINATES. THE COCS HORIZONTAL DATUM IS NAD83 (91) AND USES A MOLODENKSY TRANSFORMATION. THE COCS VERTICAL DATUM IS NGVD 29. LINE TABLE LINE TABLE LINE DIRECTION LENGTH RECORD DATA L1 S89'20'49"E 32.55' L1 (R1,D1)N89'17'00"W 32.50' L2 S00*44'15"W 149.25' L2 (R1,D1) N00'43'00"E 149.28' L3 S73*18'01"E 151.09' L3 (R1,D1) S73'20'54"E 151.19' L4 N81'21'44"E 60.10' L4 (R1,D1) N81'16'48"E 60.00' L5 S78'22'18"W 140.00' "5'L5 (D3) N78'33'E 140.00' L5 {R6') S78'18'O8"W 140.00'; L6 S08*57'00"E 140.39' L6 (R1,D1) N09'15'07"W 140.39'; L6 (R6) S08'46'18"E 140.39'; L6 (D3) N08'46'18"W 140.39' L7 N05'38'24"W 132.00' L7 (D2) S71'54'07"E 132.00' L8 N75'51'41 "E 20.05' L8 (R1,1 D) S75'33'34"W 20.00'; L8 (R6,D3) N76'02'23"E 20.00' L9 S05*38'24"E 120.62' L9 (R1,D1) N06'46'33"W 122.26'; S05'36'55"E (D2) L9 (R9) N06'46'33"W 122.28'; L9 (R6) N05'36'55"E 120.62' L10 N71'55'36"W 132.00' L10 (R6,D2) S71'54'07"E 132.00'; L10 (R9) S71'57'32"W 128.07' L11 N72*01'21"W 100.57' L11 (R1,) 1) S71'58'09"E 104.18'; L11 (R6) S71'54'07"E 100.52 L11 R9 N71'57'32"W 104.19' L12 N00'20'58"E 30.00' L12 (R1,R2,D1) S00'20'24"W 30.00' L13 S89'51'15"E 38.00' L13 (R1,R2,D1) S89'50'49"E 38.00' L14 S25'35'36"E 13.80' L14 (R1,R2,D1) S25'35'10"E 13.80' L15 N64*24'24"E 140.77' L15 (R1,R2,D1) N64'24'50"E 140.77' L16 N11 *25'24"E 155.05' L16 (R1,R2,D1) N11'25'50"E 155.05' L17 N43*1624"E 48.60' L17 (R1,R2,D1) N43'16'50"E 48.60' L18 S46*4358"E 30.00' L18 (R1,R2,D1) S46'43'32"E 30.00'; L18 (R5) N46'10'04"W 30.00' L19 S53*52'20"E 52.46' L19 (R1,D1) S53'57'19"E 52.50'; L19 (R2) N53'57'29"W 52.51' L20 N00'45'23"E 139.97' L20 (R1,D1) SOO*43'00"W 140.00' L21 S00'45'23"W 15.04' L21 (R1,D1) S00'43'00"W 15.00'; L21 (R2) N00'57'36"E 15.10' L22 S00'45'23"W 124.93' L22 (R1,D1) So0'43'00"W 125.00' L23 S00'06'00"W 133.90' L23 (R1) SOUTH 134.05'; L23 (R2) S00'00'10"E 134.04' L24 N89'15'44"W 195.00' L24 (R1) N89'17'00"W 195.00' L25 S43'18'01 "W 134.38' L25 (R5) N43'50'18"E 134.16' L26 S43'32'52"W 33.04' L26 (R3,R5) N43'50'18"E 33.03' L27 ,f N08'51 42 W 113.05 L27 (R1) N08'45'13"W 113.02'; L27 (R4) 113.00'; L27 (D3) S08'41'E 113.00' L27 (R6,D2) N08'38'44"W 113.00'; L27 (R8) N08'40'30"W L28 S89'40'54"E 122.09, L28 (R1,R9,D1) S89'40'21 "E 122.18'; L28 (R4) N89'27'07"W 122.49' L29 S89'31'57"E 99.77' L29 (R1,D1) S89'31'24"E 99.84'; L29 (R4) N89'27'07"W 100.00' L30 S05'38'24"E 10.92' L30 (D3) S05'36'55"E 10.88' L31 S81'27'07"W 118.88' L31 (D2) S76'0223"W 120.00'; L31 (D3) S83'35'40"W 118.56' 0 J CS 20a17