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HomeMy WebLinkAboutSurvey 20758SCALE: 1 "=400' 28 27 "o' T33 34 2650.80' 2650.80' (R3) 2651.62' (R5) FOUND 3-1/4" ALUMINUM CAP PER OCRR 964 n ri N NI of Or, N Ln o �� N M ro Co N N www 00 N N N d'I c o t� I ooa a o o O 000 Q zzz U) W 1 /4 CORNER, FOUND 3" BRASS CAP PER OCRR 1064, SEE DETAIL S89'38'15"E 2646.43' (R3) N89'49'29"E 2645.92' (R1) N89'49'31 "E 2645.74' 33 34 1322.87' T 1322.96' (R1) 1323.21' (R3) 1 tt r (3) roo ms' � - CO . Lo i L6 PO - I- cfl co LLI Z . - m4N89*53'02"E SET � Of � WITNESS Q CORNER I � fl0 1 o N 1321-69' (R1) ro nS8934'45"E 1322.12' (R3) S89'53'04"W 1321.65' w w W 1291.65" N CD in l� o o r- Q N -4- 0 30.00' 0 0 o o O Z Z Z z t TRACT "A" I t 34.51 AC BEFORE t 31.15 AC AFTER rn m co CO cfl q- Lo Ln to N Imo} co ct� rrl r7 r7 r7 t TRACT $$B$$ t i SET WITNESS t 4.79 AC BEFORE CORNER 8.15 AC AFTER SEE SHEET 2 FOR 33 34 684.61' DETAILS SECTION CORNER 1320.42' 853.50' 466.92' FOUND 3" BRASS CAP 4 3 467.00' (R1,D1,D2) PER OCRR 1080 1320.42' (R1) SEE SW SECTION N89'55'42"E 5302.29' (R5) S89'45'17"E 5301-59' (R3) N89'42'24"E 5301.60' 27 34 N 1 /4 CORNER 3" BRASS CAP PER OCRR 1575 NOT I FOUND, CALCULATED POSITION, SEE DETAIL d- I - N � • � N N Lj Ln �}- w Lo d- N N89'49'29"E 5305.87' (R1) N89'49'31 "E 5305.85' I 0 0 Z z 1322.87' 1322.96' (R1) 1C 1 /4 SECTION 34 323.22' {R3) CALCULATED POSITION �'--' rn r7 00 rr 00 00 pit, rr, 1� N 00 c - (0Ln� N '6 ri rn rM to co r7 Q 00 N oLn N �� � co00 0 00 •cD N- O 0 o N co to cn Z Z r7 n N Ld N S89'53'04"W 1321.65 4 u w N89'53'02"E 1321.69' (R1) N C14 S89'34'45"E 1322.11' (R3) _ Ln 0- 00 o' cr rr7 . rn in 00 0 !�C� 't rq r7 Lo o z 20.00' RIGHT OF WAY PER CROOK COUNTY COMMISIONERS JOURNAL 4, PAGE 439 CORNER DETAIL 1321-02' (R3) S89'56'37"W 2640.85' N89'56'36"E 2640.84' (R1) S89'31'16"E 2642.04' (R3) N89'56'46"E 2639.15' (R6) 1320.42' 1320.42' (R1) 1321.02' (R3) O 00 Z z z S 1 /4 SECTION 34 CALCULATED POSITION, FOUND 3-1/4" ALUMINUM CAP PER OCRR 1608, NOT HELD, SEE S 1 /4 CORNER DETAIL BEAR CREEK ROAD S89'56'37"W 5281.70' N89'56'36"E 5281.68' (R1) N89'56'46"E 5278.30' (R6) T. 17 S., R. 13 E. 27 26 2650.80' 34 35 2650.80' (R3) 2651.67' (R5) FOUND 3" ALUMINUM I CAP PER OCRR 1574 I I Lo CD r� N 04 ` N I Q � 0 .o� oa ,00 co z S89'38'15"E 2659.69' (R3) N89'49'29"E 2659.95' (R1) N89'49'31 "E 2660.11' T. 18 S., R. 13 E. S89'56'37"W 2640.85" N89'56'36"E 2640.84' (R1) N89'32'04"W 2639.97' (R4) N89'56'46"E 2639.15' (R6) 34 35 FOUND 3" BRASS CAP PER OCRR 1115, SEE DETAIL t-1 , m N `STOLE FOUND 5/8" IRON ROD, NO CAP PER (R6) 34 35 3 2 PROPERTY LINE ADJUSTMENT DESCHUTES COUNTY FILE NO. 247-20-000514-LL LOCATED IN THE SW 1 /4 SW 1 /4 OF SECTION 34, TOWNSHIP 17 SOUTH, RANGE 13 EAST, W.M., DESCHUTES COUNTY, OREGON NEW DEED REFERENCES FOR PROPERTY LINE ADJUSTMENT NEW DEED FOR PROPERTY LINE ADJUSTMENT 247-20-000514-LL HAS BEEN RECORDED FEBRUARY 9, 2022, IN BOOK 2022, PAGE 05771, DESCHUTES COUNTY OFFICIAL RECORDS LEGEND • MONUMENT FOUND AS NOTED FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "HWA" PER (R1) 0 SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING" (R1) SURVEY BY DAVID WILLIAMS, PLS 2686, FILED 3-6-2009, CS17942 (R2) MINOR LAND PARTITION, MP-89-43 BY MICHAEL TYE, PLS 1046, FILED 12-18-1989, CS03306 (R3) SURVEY BY RUSSELL KARL, PLS 2257, FILED 12-18-2000, CS14309 (R4) SURVEY BY JAMES PERRY, PLS 2407, FILED 7-16-2016, CS19137 (R5) SURVEY BY JEAN HAWTHORNE, PLS 454, FILED 2-21-1968, CS03303 (R6) SURVEY BY RICHARD HANKINS, PLS 687, FILED 9-26-1969, CSO4212 (D1) WARRANTY DEED RECORDED 5-6-2015, IN BOOK 2015, PAGE 16730, DESCHUTES COUNTY OFFICIAL RECORDS (D2) WARRANTY DEED RECORDED 10-16-2008, IN BOOK 2008, PAGE 42184, DESCHUTES COUNTY OFFICIAL RECORDS RENEWS: 12/31 /23 MCI ti4 cw N50-W 54.99' (OCRR 1064) I E 1/4 CORNER S51'19'32"E 55.10' cES Co' FOUND 3" BRASS FOUND 20" T171 R13E CAP PER OCRR /4 1064 JUNIPER BEARING TREE o .c 33134 �, `. ��`• I 1991 L LS 1081 F F _ Y° R S ° FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "SCE&S", BENT, SHOT AT SPIN-�--- POINT PER (R2) ' "" � FOUND 12" ; S88'23'08"E 12.03' JUNIPER BEARING TREE WEST 12.03' (OCRR 1064) N85'06'39"W 41.40' S89'54'47"W 12.00' (R2) S84'E 42.24' (OCRR 1064) FOUND BEARING I N37'59'16"E 41.74' TREE, 3-20" S40-W 42.22' (OCRR 1064) JUNIPERS W 1 /4 CORNER DETAIL I SCALE: 1 "=50' Q 0 C� LLJ z I TRACT "A's SET Z o WITNESS W o CORNER m z 30.00' — S89'56'37"W S89'56'37"W N00'07'50 20.00' RIGHT OF WAY 20.00'� BEAR CREEK PER CROOK COUNTY COMMISIONERS ROAD JOURNAL 4, PAGE 439 33 34 . . — ' ' — ' ' — ' ' j ' * — ' 4 3 S89'56'37"W SECTION CORNER FOUND 3" BRASS CAP PER OCRR 1080 SW SECTION CORNER DETAIL SCALE: 1 "=50' w 1.00' EAST AND 0.23' NORTH d I OF CALCULATED POSITION (R1) �- N71'29'44"E 1.04' a. z FOUND 3-1/4" ALUMINUM CAP PER OCRR 1608, 34 NOT HELD S89'56'37"W 3 S89'56'37"W - S 1/4 CALCULATED POSITION S 1 /4 CORNER DETAIL SCALE: 1 "= 2' SURVEYOR'S NARRATIVE: THE PURPOSE OF THIS SURVEY IS TO ADJUST THE PROPERTY LINES BETWEEN TRACTS "A" AND "B" AS SHOWN. THE PROPERTIES ARE DESCRIBED IN BOOK 2008, PAGE 42184, (D2, TRACT "A") AND BOOK 2015, PAGE 16730, (D1,TRACT "B") DESCHUTES COUNTY OFFICIAL RECORDS. WE DID A SECTIONAL BREAKDOWN OF SECTION 34 PER FOUND MONUMENTS AS SHOWN. WE DID NOT FIND THE BRASS CAP PER OCRR 1575 AT THE NORTH ONE —QUARTER. THIS POSITION WAS HELD AT THE MIDPOINT BETWEEN THE FOUND 3-1/4 INCH ALUMINUM CAP PER OCRR 964 AT THE NORTHWEST CORNER OF THE SECTION AND THE 3 INCH ALUMINUM CAP AT THE NORTHEAST CORNER OF THE SECTION. THE CALCULATED POSITION FIT WELL WITH 2 BEARING TREES LOCATED AS SHOWN IN THE N 1/4 CORNER DETAIL. THE SOUTH ONE —QUARTER CORNER OF SECTION 34 WAS CALCULATED AT THE MIDPOINT BETWEEN THE FOUND 3 INCH BRASS CAP AT THE SOUTHWEST CORNER OF THE SECTION AND THE FOUND 5/8 INCH IRON ROD AT THE SOUTHEAST CORNER OF THE SECTION. NEAR THE SOUTH ONE —QUARTER CORNER WE FOUND A 3-1/2 INCH ALUMINUM CAP PER OCRR 1608 WHICH WAS NOT HELD. WE HELD THIS CALCULATED POSITION AS WELL AS DID THE SURVEY BY DAVID WILLIAMS (R1). WE LOCATED A FEW BEARING TREES AT THE NORTH ONE —QUARTER, WEST AND EAST ONE —QUARTERS TO CHECK WITH RECORD. NO OTHER REFERENCE MONUMENTS WERE FOUND OR SET. WE FOUND NO RECORD OF BENNETT ROAD EVER BEING DEDICATED TO THE PUBLIC, IT IS A LONG ESTABLISHED ROAD USED BY THE PUBLIC AND MOST LIKELY WOULD MEET THE CRITERIA OF A PRESCRIPTIVE USE. 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 DESCHUTES 13 TRANSFORMATION USES A MOLODENKSY TRANSFORMATION. THE COCS VERTICAL DATUM IS NGVD 29. TRACT $$A" NEW LOT LINE ' — — S89 56'51 "W 605.67' I o o-) 06 ' 001- OLD LOT LINE S89'56'51 "W 466.80' z) S89'56'36"W 467.00' (R1) 467-00' (D1,D2) o� i Lo w (.e O z co =t u) n -4- TRACT B ,. I ' � w cv� o ` 4.79 AC BEFORE o z oI o L,.j 8.15 AC AFTER ocl) o a1 d- cflo a 00 i i 20.00' RIGHT OF WAY PER CROOK COUNTY COMMISSIONERS I JOURNAL 4, PAGE 439 20.00' (R1) 20.00' (R1) N89'56'37"E 2000' S89'56'36"W 467.00' (R1) 20.00' 138.91' .N89'56'37"E 466.92' o00 0 0 O a V z BEAR CREEK ROAD S89'56'37"W —/ SECTION LINE CALCULATED W 1/16TH CORNER PROPERTY LINE ADJUSTMENT DESCHUTES COUNTY FILE NO. 247— 20— 000514— LL LOCATED IN THE SW 1/4 SW 1/4 OF SECTION 34, TOWNSHIP 17 SOUTH, RANGE 13 EAST, W.M., DESCHUTES COUNTY, OREGON N 1/4 CORNER 3" BRASS CAP PER OCRR 1575 NOT FOUND, I� CALCULATED POSITION N89'42'24"E 27 N89'4224"E 34 N46'10'54"E 58.11' --' J S47'W 58.3' (OCRR 1575) �I� o �( o z' FOUND NAIL IN--/ BEARING TREE I 24" JUNIPER STUMP N 1 /4 CORNER DETAIL I SCALE: 1 "=50' S50'32'45"E 68.47' S55-E 68.5' (OCRR 1575) FOUND NAIL IN 30" JUNIPER BEARING TREE I E 1/4 CORNER 4 ( o cli FOUND 3" o FOUND NAIL & BRASS CAP PER �'�J ES Co 00 WASHER IN 14" OCRR 1115 clCJT17S R13Eti V) JUNIPER BEARING TREE 4, 4 1/4 LA 34i35 W , LS991 1081 �� elk ,.'--N31'07'51 "E 46.09' ''oRg ° >' N40-E 46.98 (OCRR 1115) N89'49'31 "E �\ S44'47'57"E 41.50' \\1 S38-E 41.67' (OCRR 1115) 3:: FOUND NAIL & WASHER IN 12" Q, JUNIPER BEARING TREE . r7 E 1 /4 CORNER DETAIL .Q U) SCALE: 1 =50 TRACT "B" DETAIL SCALE: 1"=100' [[):ESCHUTESCOUNTY SUS" i liFIEDz Z z zbz.ZVEYOR .- co I I ko RENEWS: 12/31 /23 ME=