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HomeMy WebLinkAboutSurvey 20407SCALE: 1 "=50' DANISON BOUNDARY SURVEY LOCATED IN THE NW 1 /4 OF THE SW 1 /4 OF SECTION 17, TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND, DESCHUTES COUNTY, OREGON EAST 619.90' (R5) SURVEYOR'S NARRATIVE: N89�59'10"W 1284.02' N89'59'09"W 621.98' (R3) g EAST 400' (R5) O PURPOSE OF THIS SURVEY IS TO MONUMENT THE _ BOUNDARY OF THE PROPERTY DESCRIBED IN BOOK S89 59 10 E 260.41 i 2019, PAGE 48531, DESCHUTES COUNTY OFFICIAL WEST 262.29' (R4) O RECORDS. z CATHE PROPERTY IS BOUNDED TO THE NORTHWEST BY I o ( THE CENTERLINE OF THE IRRIGATION CANAL. THE 2-1/4" BRASS CAP TAXLOT 171217C000702 = _ I IRRIGATION DISTRICT HAS BEEN IN DISCUSSIONS OF MARKED "RLS654" CALCULATED POSITION ( o � I / 2-1/4" BRASS CAP PIPING THIS CANAL AND THE CLIENT WOULD LIKE TO MARKED "RLS654" MONUMENT THIS BOUNDARY TO PERPETUATE IT'S W a I TAXLOT 171217C000701 ALIGNMENT AND HISTORIC LOCATION. AS SHOWN ON z 1/2" REBAR, THE ATTACHED MAP WE LOCATED THE CANAL AND SET NO CAP, HELD w cn MONUMENTS 20 FEET OFFSET TO THE SOUTHEAST. FOR = I THE SOUTH LINE OF THE PROPERTY, I HELD THE 0 o I G - - - - 1-1 /4" AXLE AT LOCATION 10 AND THE 5/8" REBAR 0 0 j I ry WITH CAP MARKED "KARL PLS" AT LOCATION o5 FOR c � _ = z TAXLOT 171217C000704 / TAXLOT 171217C000703 � THE EAST LINE I HELD THE 1 /2" REBAR AT LOCATION ui N 11 AND THE 5/8 INCH REBAR WITH YELLOW CAP TAXLOT 171217C000500 ::E� p 5/8" REBAR, " / CD Lop 0) M cn 41 I WITH YPC MARKED BAXTER ao MARKED BAXTER SURVEY AT LOCATION 0 AND o N : �; SURVEY" -WC w EXTENDED THE LINE TO THE SOUTH LINE OF THE w 0) WEST 300' (R5) _ 0 N I NOO'11'52"W 6.00' FROM I � " � � I .. _ _ _ _ M o � PROPERTY. FOR THE SOUTHWEST LINE I HELD THE 5/8 N EAST 300' (R1,D1,D2) PROPERTY CORNER(R3)Ln Ln L4I REBAR AT LOCATION 1© AND THE 5/8" REBAR AT S89'47'50"E 299.93' 0 o I 10 0 o 0 LOCATION 40 . POSITION® WAS FOUND 0.3 NORTH OF N89'47'50"W 278.84' 0 z _ _ _ LINE 10 TO 05 IT WAS HELD FOR ITS FASTING POSTION j % ' L THE 1-1/4" AXLE AGREES WITH THE 2-1/4" BRASS 20.00' OFFSET TAXLOT ,II�0- - - CAP AT LOCATION 0. THERE IS A 2-1 /4" BRASS CAP FOR M ON U M EN TATI ON 171217C000700 .. �, z PARCEL 1 � I AT LOCATION Q THAT APPEARS TO BE DISTURBED. OF THE � OFTHE o I 1999 7692 / -c o o p PARTITION PLAT 2007-76 DESCHUTES RECLAMATION(D2) _ AND IRRIGATION CO. DITCH z N I c ; TAXLOT 171217C000708 TAXLOT 171217C000706 CANAL � I�o � NJ N �� J o rn / 0 n"', 5/8" REBAR, p o N WITH YPC MARKED ` LEGEND SCALE: 1 "=100' o Cc -- � ` � `' �! "BAXTER SURVEY" 41 r ._ n v (0' \ 2-1 /4" BRASS CAP I 0 FOUND MONUMENT AS NOTED I� v co MARKED RLS654 5/8" REBAR, NO CAP (02) TAXLOT 0 S00'04'35"W 14.82' I 0 SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED SEE DETAIL "A" O ; 171217C000705 3 SOO'11'55" 15.0' (R3) S00'26'30"W 14.77' (R3) N89'31'16"W 39.84' "TYE ENGINEERING. UNLESS NOTED OTHERWISE 5/8" REBAR, _N89'29'11 "W 'S89'30'15"E 40.10' (R3) X NOT SET O WITH RPC MARKED "KARL PLS" 5 N89'31'16"W 234.12' N89'31'16"W 758.97' (/D (M) MEASURED O ' L7 N89'27,31 „W 234.28, (R1 ) 15.0' ACCESS EASEMENT PER -'� (C) CALCULATED (D2) N$9'3015 W 234.28 (R3) PARTITION PLAT 2007-76 CHANEY ROAD (PRIVATE) 171217C000707 S89'31'16"E 1057.78' (R1) PROPERTY LINE ADJUSTMENT BY RUSSELL M. KARL, PLS 2257, FILED 12/21/1998, CS13502 „ N89'27'31"W 1058.25' (R1) 1-1/4" AXLE (HELD) 5/8 REBAR, NO CAP 2-1 /4" BRASS CAP HELD FOR N-S LINE (R2) PROPERTY LINE ADJUSTMENT, BY RUSSELL M. KARL, 0.3 FEET NORTH OF THE SOUTH LINE MARKED "RLS654" PLS 2257, FILED 6/14/2002, CS14994 OF NW 1 /4 OF THE SW 1 /4 BOUNDARY SURVEY N59'34' FROM AXLE' (R3) PARTITION PLAT NO. 2007-76, BY TIM K. CHAPMAN, PLS 2477, FILED 12/5/2007, CS17580 SCALE: 1 "=100' (R4) BOUNDARY SURVEY, BY NORMAN A. NEWTON, PLS 00654, FILED 4/23/1968, CS02544 OF THE DESCHUTES RECLAMATION AND IRRIGATION CO. DITCH CANAL (R5) SURVEY FOR DEAN FORD, BY GEORGE J. COOK, PLS 00540, FILED 11 /4/1964, CS07279 I L6 C5 I Li C4 L5 _x ---- I-L16 b L17 C3 TOP BANK OF CANAL / TOP BANK OF CANAL I L18 I L4 d C2 ��--L19 L3 I L2 Cl L22 L21 I I � L13 CENTERLINE OF CANAL DETAIL SCALE: 1 "=50' 14 Op F Bq K �- S14'17'39"E 4.73' - To? ?F. BANK 12 ' 5/8' N REBAR, 1 N 1 04 NO CAP, -� HELDLoz N ' o � - p------------ N89'28'39"E 6.17'� 1 DETAIL A SCALE: 1 "=10' LINE TABLE LINE TABLE LINE LENGTH DIRECTION LINE LENGTH DIRECTION L1 89.38' N14*17'39"W L9 21.10' N89'47'50"W L1(R1,D1,D2) 89.38' N14*26'14"W L10 43.03' N49'51'21"E L1(R2) 89.42' N14-26.14"W L11 19.01' N15'23'09"E L2 11.07' N89'28'39"E L12 14.83' S56'07'29"W L3 14.83' S56'07'29"W L13 6.17' N89'28'39"E L4 19.01' N15'23'09"E L14 20.00' S00'12'10"W L5 43.03' N49'51'21 "E L15 20.00' S21 *12'24"E L6 21.10' N89'47'50"W L16 20.00' S40'08'39"E L6(D1) 52.00' EAST L17 20.00' N40'08'39"W L7 64.70' N89'31'16"W L18 20.00' S74'36'51"E L7(R1) 65.00' N89'27'31 "W L19 20.00' S74'36'51 "E L7(R2) 64.95' N89'36'27"W L20 20.00' S33'52'31"E L7(D2) 65.00' N89'09'51 "W L21 20.00' S33'52'31 "E L8 24.33' S0o'25'49"E L22 20.00' S00'31'21 "E L8(R2) 24.00' N00'11'52"W CURVE TABLE CURVE LENGTH RADIUS TANGENT CH BEARING CH LENGTH DELTA Cl 46.57' 80.00' 23.97' N72'48'04"E 45.91' 33'21'09" C2 42.66' 60.00' 22.28' N35'45'19"E 41.77' 40'44'20" C3 72.19' 120.00' 37.23' S32'37'15"W 71.11' 34*28'11" C4 49.58' 150.00' 25.02' S59'19'28"W 49.35' 18*56'15" C5 24.29' 65.00' 12.29' S79'2953"W 24.15' 21'24'34" (D1) A BARGAIN AND SALE DEED, BOOK 2020, PAGE 38476, DESCHUTES COUNTY OFFICIAL RECORDS. FILED 12/11/2019 (D2) WARRANTY DEED, BOOK 1999, PAGE 27692, DESCHUTES COUNTY OFFICIAL RECORDS, FILED 6/3/1999 ® LOCATION NUMBER BASIS OF BEARING 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 SPECTRA PRECISION SP80. THE CALIBRATION TIES MULTIPLE COCS POINTS USING PUBLISHED COORDINATES. THE COCS HORIZONTAL DATUM IS NAD83 (91) AND USES A MOLONDENKSY TRANSFORMATION. THE COCS VERTICAL DATUM IS NGVD 29 RENEWS: 12/31 /21 DESCHUTES COUNTY SURVEYOR FILED a Lg 2-020 BY: Dunk,. P-M CS 20407