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HomeMy WebLinkAboutSurvey 20270BASIS OF BEARINGS AND CONTROL Soo'16'44"E 184.00' (R9) CE 1/16TH CORNER S00'24'55"E 183.80' (R1) '0_� FOUND 1 /2" REBAR, BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL OREGON „ , NO CAP PER (R3) COORDINATE SYSTEM (COCS). CPS CALIBRATIONS WERE MADE FROM THE ORGN BASE N0013 01 W 183.71 STATIONS (INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL, AND MDRS) WITH TOPCON L1 HYPER CPS. THE CALIBRATION TIES MULTIPLE COCS POINTS USING PUBLISHED COORDINATES. THE COCS HORIZONTAL DATUM IS NAD83 (91) AND USES A MOLODENKSY g TRANSFORMATION. THE COCS VERTICAL DATUM IS NGVD 29 fib- NEW DEED REFERENCE: NEW DEEDS FOR THIS ADJUSTMENT HAVE BEEN RECORDED JULY 23, 2020 IN BOOK 2020, PAGE 35663 AND BOOK 2020, PAGE 35664, DESCHUTES COUNTY OFFICIAL RECORDS. FOUND 5/8" REBAR, NO CAP, PER (R7) FOUND 5/8" REBAR, NO CAP, PER (R8) FOUND 1 /2" REBAR, NO CAP, PER (R3) L10-__f FOUND 1 /2" REBAR, NO CAP, UP 18", LOOSE, PER (R1), SHOT AT SPIN POINT r-- J FOUND 5/8" REBAR- WITH YELLOW PLASTIC STAMPED "F.AST PLS 1938" PER (R2) SCALE: 1 "= 200' SECTION CORNER FOUND 3-1/4- BRASS CAP, SET BY 100.00' (R2) MICHAEL BERRY, , 100.05 - OCRR 1838 2450.65' (R2) 13 18 19 2450.58' S89'5714"E 2550.64' S89'57'36"W 2550.65' (R2) N89'57'13"E 2553.77' (R3) N89'02'34"E 2550.48' (R10) 38.86 CHAINS (GLO) LOT 6 I LOT 7 FOUND 5/8" REBAR, NO CAP, PER (R1) L5 S 1.27' L6 - 299.44 , OLD PROPERTY LINE 11 FOUND 1/2- IRON ROD, NO L7 CAP PER (R3) / 2 6 ..r o 0 1© 0 •- pro �j'-..�11 u)Q zI ow VOLUME 2017, o r- © "j m 2 PAGE 18008 rrl -'j i 0)I TRACT "A$$ F41 11.24 AC (0.0 AC WATER) � BEFORE AND AFTER ADJUSTMENT Z 998,02' FOUND 1/2" N89'42'27"W 1327.46' REBAR, NO N89'56'19"W 1328.96' (R1) CAP, PER (R3) S89'57'30"E 1328.95' (R3) FOUND REBAR, NO CAP, PER (R3) N01'53'58"E 16.35' FROM CS 1/16TH CORNER, NOT HELD r,i 0 co Jm o 00 r- o m ooI 30.00' NEW PROPERTY LINE ,( N01 46 24 E 16.31 (R1) 16.45 (R3) \ r L12 ..�..-..,....�..._..-.._.• N89'44'21"W 1329.80i._..-.._ ,..,.._..._.. I S89'56'19"E 1329.80' (R1) �CS 1/16TH CORNER S89'57'30"E 1329.80' (R3) FOUND 5/8" REBAR, ( I NO CAP, PER (R3) VOLUME 2018, I PAGE 17923 to 0� a 10 a o TRACT "B" o 0 N 55.94 AC oo rn rr; (32.0 AC WATER) i rri BEFORE AND AFTER ADJUSTMENT IN Ln �w I� CA I SW1 /4 SE1 /4 I S 1/4 CORNER SECTION 18 FOUND 5/8" REBAR, E 1/16 CORNER I NO CAP, PER (R3) CALCULATED POSITION 18� 19 1329, 67' 1332.65' (R3) 1329.94' (R4) -FOUND 5/8" REBAR WITH YELLOW PLASTIC N89'S1'29"W 2659.35' STAMPED "EAST PLS 1938" N00'01'15"E 0.78' PER (R2), HELD FOR LINE N89'S7'13"E 2665.30' (R3) N89'05'45"E 2659.88' (R4) I N89'05'45"E 2659.88' (R10) 40 CHAINS (GLO) S89'54'18"E 5209.99' LOT 8 I LOT 9 N89'58'30"E 5207.74' (R5) LOTS PER SURVEY CS00688 BY COOK (R5) I U 000 0000 o a�� co wN CI �N.p mrrym www N N N � N N N 00 00 rn N r-, '70 00 SE 1/1 6TH CORNER 3j r#' p o0 a oa a cico N -• 0 N N `J m m m CA L4 cn c) 00 cn I cn w PROPERTY LINE ADJUSTMENT FOR CRIS CONVERSE DESCHUTES COUNTY FILE NO. 247-20-000264-LL LOCATED IN THE SOUTH 1 /2 OF SECTION 18, TOWNSHIP 15 SOUTH, RANGE 11 EAST, W.M., DESCHUTES COUNTY, OREGON SURVEYOR'S NARRATI THE PURPOSE OF THIS SURVEY IS TO ADJUST AND MONUMENT THE PROPERTY LINE BETWEEN THAT TRACT OF LAND CONVEYED TO CRIS CONVERSE, 5-11-2017, IN VOLUME 2017, PAGE 018008 AND THAT TRACT OF LAND CONVEYED TO CRIS CONVERSE, 5-7-2018, IN VOLUME 2018, PAGE 017923, DESCHUTES COUNTY OFFICIAL RECORDS. SAID TRACTS OF LAND WERE PREVIOUSLY ADJUSTED IN PROPERTY LINE ADJUSTMENT, LL-06-97, BY JEFF KERN IN CS17610 (R1). WE HELD THE POSITIONS OF THE 3-1/4" BRASS CAP AT THE SECTION CORNER COMMON TO SECTIONS 13, 18, 19 & 24, THE 5/8" REBAR AT THE SOUTH 1/4 CORNER OF SECTION 18 AND THE 3-1/4" BRASS CAP AT THE SECTION CORNER COMMON TO SECTIONS 17, 18, 19 & 20. THE SE CORNER OF THE SUBJECT PROPERTY BEING THE EAST 1/16TH CORNER WAS CALCULATED AT THE MIDPOINT ALONG THE SOUTH LINE OF THE SOUTHEAST ONE -QUARTER OF SECTION 18. WE CALCULATED THE POSITION OF THE SOUTHEAST 1/16TH CORNER BY DISTANCE DISTANCE INTERSECTION FROM THE CE 1/16TH AND CS 1/16TH CORNERS PER (R1) AND (R3). FOR THE SOUTHERLY RIGHT OF WAY LINE OF JORDAN ROAD WE HELD THE RECORD ANGLE PER (R1) FROM THE EAST PROPERTY LINE OF THE PREVIOUSLY ADJUSTED TRACT "A" FOR THE BEARING AND HELD RECORD DISTANCE PER (R1) FOR THE TANGENT LINE OF JORDAN ROAD. WE HELD RECORD RADIUS FOR THE CURVE ALONG JORDAN ROAD PER (R1) HOLDING THE CALCULATED POINT OF CURVATURE AND THE FOUND 1 /2" REBAR AT THE NORTHWEST CORNER OF ADJUSTED TRACT "A". ALL OTHER MONUMENTS FOUND FIT WELL WITH RECORD AND WERE HELD AS SHOWN. NEW MONUMENTS WERE SET FOR THE NEWLY ADJUSTED TRACTS. SECTION CORNER FOUND 3-1/4" BRASS CAP PER (R6) NT OF T tQ�q`�F TO ST �y T15S R11 E S18 S17 S19 S20 a 4p � 2015 ), STPA4 ca PAP LAND N` 1+17• 1329.67' 10 1332.65' (R3) 1329. J94' (R4) I FOUND 5/8" REBAR, NO CAP, S81'59'01 "W 8.15' FROM CALCULATED E 1/16, ORIGIN UNKNOWN, (R4 FOUND SAME 8.35'W & 1.99' S OF CALC'D 1/16TH (R4)), LOCATION OF MONUMENT SHOWN EXAGGERATED LOT 10 LINE TABLE LINE LENGTH DIRECTION L1 49.97' N62'09'35"E L1 (R1) 50.00' N61'57'00"E L2 1 512.96' 1 N62'09'35"E L2 (R1) 512.96' N61'57'00"E L3 308.49' N12'45'46"E L4 260.28' N12'45'46"E L4 (R1) 260.24' N12'34'00"E L4 (R3,R8) N1234"E L5 314.43' 1 S80-12-47"W L5 (R1) 314.42' N80'00'37"E L6 255.21' N87'13'40"E L6 (R1) 255.18' N87'00'24"E L6 (R3) 256.50' N86'39'40"E L6 (R8) S86'39'40"W 256.80' 21.00' S42'40'24"E E(Rl) 21.00' S42'5225"E L8 1 174.1,3 S00'03'36"W L8 (R1) 174.16' N00'06'42"W L8 (R7) 174.18' S01'46'09"E L9 38.69' SO3'31'30"W L9 (R1) 38.67' NO3'09'46"E L10 1 20.34' 1 S00'50'02"E L10 (R1) 20.98' NO3'24'35"E L11 1 394.71' 1 S00'12'23"W L11 (R1) 394.00' N00'13'13"W L11 (R3) N00'11'58"E L11 (R8) S00'13'43"E L12 1 99.88' 1 N89'50'53"W L12 (R1) 99.88' S89'55'29"W L12 (R2) 100.00' S89'57'30"E RENEWS: 12/31 /21 • MONUMENT FOUND AS NOTED Jf FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "KERN LS 1081" PER (R1) O SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING" (R1) PROPERTY LINE ADJUSTMENT, LL-06-97 BY JEFFERY KERN, PLS 1081, FILED 1-7-2008 CS17610 (R2) BOUNDARY LINE ADJUSTMENT BY FREDERICK AST, PLS 1938, FILED 2-2-1998, CS13186 (R3) SURVEY BY AUBREY PERRY, PE 00142, UNDATED, CS00685 (R4) SURVEY BY DAVID TUTTLE, PLS 872, FILED DECEMBER 15, 1986, CS11098 (R5) SURVEY BY GEORGE COOK, PLS 540, 6-4-1965, CS00688 (R6) DEPENDENT RESURVEY AND SUBDIVISION OF SECTIONS, US DEPT OF THE INTERIOR BLM, DATED APRIL 6, 2018 (R7) RECORD OF SURVEY BY FREDERICK AST, PLS 1938, FILED 8/09/1977, CS00678 (R8) SURVEY BY THOMAS B. JACKSON, PLS 330, 5/14/1997, CS12943 (R9) SURVEY BY RICHARD GRAUE, PLS 930, NOT DATED, CS00684 (R10) SURVEY BY DAVID TUTTLE, PLS 872, FILED 3-17-1987 CS00713 (R11) PROPERTY LINE ADJUSTMENT BY JEROLD PAGE, PLS 2465, FILED 12-17-1999, CS13881 (GLO) GOVERNMENT LAND OFFICE SURVEY BY JH MCCLUNG, COMPLETED OCTOBER 28, 1870 CURVE TABLE CURVE LENGTH RADIUS TANGENT CH BEARING CH LENGTH DELTA Cl 494.23' 2000.00' 248.33' N69'06'01 "E 492.98' 14'09'31" C2 56.93' 2000.00' 28.47' N76'59'42"E 56.93' 1'37'51" rTl+C2 L=551.16' R=2000.00' C1+C2 (R1) L=550.92 R=2000.00 TITLE: FINAL PROPERTY LINE ADJUSTMENT JOB NO: 2478 - CRIS CONVERSE PLA SCALE: 1 "=200' BY: P.A.T. DATE: 07--23- 2020 2478_Converse-final PLA.dwg SHEET: 1 OF 1 725 NW HILL, BEND, OR 97703 541-389-6959 CS 2o2io DESCHUTES COUNTY SURVEYOR FILED 7/2-7 2020 By: DunlCt/be►'q