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Home My WebLink AboutSurvey 20396LOT LINE ADJUSTMENT AN ADJUSTMENT OF THE BOUNDARY BETWEEN LOT 8 OF BRINSON INDUSTRIAL PARK, PHASE II, AND THE PROPERTY DESCRIBED AS PARCEL 2 IN INSTRUMENT NUMBER 2019-36640. (E) CENTER -EAST LOCATED IN THE SOUTHEAST 1 /4 OF THE SOUTHEAST 1 /4, THE SOUTHWEST 1 /4 OF THE 1/16 CORNER SOUTHEAST 1 /4, AND THE NORTHEAST 1 /4 OF THE SOUTHEAST 1 /4 OF SECTION 21, TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON. CITY OF BEND PLANNING FILE NUMBER PZ-20-0741. ^ N u t LO AREAS INSTRUMENT NO. LOT 8 2019-36640 1=25 BEFORE: 58,978 SQUARE FEET OR 1.35 ACRES . N0•14 59 W 30.00 3000 [8] CHORD a2 AFTER: 87,161 SQUARE FEET OR 2.00 ACRES NO'03'16"E 30.00' S72• SOS•• 90' D) • S89'49'34"E 3 (F) L�25533, 131"f PARCEL 2 ( N89 40'33 W 2 5.40 . __da35; R. 2S,i3�, ? ? /3 BEFORE. 679 052 SQUARE FEET OR 15.59 ACRES NO'14'59"W 30.00' [8]-_�S7r5j,54g, .�. J , NO'03'16"E 30.00' 28-r AFTER: 650,869 SQUARE FEET OR 14.94 ACRES S89-40-33"E 255.26' CHORp_ • ^ o S89'49'34"E 255.00' [3] 'S7r57?8" cyo'�o a, 6S• R, °p w S89 40 32 E 59.87 ° . vs 30.00' �=236 7352S'49 233 .\ ��? S72 ps 4 24 6� 91 va ^ c," L_j COEAST 60.00 [1] M N -CMou CHORp_S7 8, 1? •02' '?'361' 41"E 220.10'[3] 00 0% � o� - 00 w 0 o 2 16' 9.2 co .- a 3 0 0 0 = o o d,35. 34 "£ 9�j• �' S) 3S•?4. 361.gf - °' W �- N o °' i i w L-236 81; R\0 ?3 r56• 04 `° b 3 N N 38 .30'5' 3g L� 22QQ7' ? � ° o = LOT 9 0 -`r° 290l9 S7 --- - - - �' w (o Z J ram. NE BRINSON BLVD Lnz oo 0, zb 0� o M S89'40'49"E 59.96' ( ) EAST 60.00' [1 ] (C), �_ S89040'490E NO051'10"W - - 150.00' 16.23' (Ll N89'40'49"W 269.79' 1 SOUTH EAST 270.00' [1 ] 16.32' [1] ,��I -o - ADJUSTED PROPERTY LINE z L-125.22', R-50.00' ^ 0000 cr O� �Q\xI b-143'29'39" " `� 0 m S CHORD=N18'5414 E 94.97 w N L=124.91', R=50.00' ch z'-' o BASIS o0 6=143'07' 48" [ 1] I -+ to cn 'n • • o = LOT 8 0 a o THE BASIS OF BEARING FOR THIS SURVEY L=124.65 , R=50.00 (A N� cn o m � e-142'50'04" O w T.L. 171221 DC00100 IS THE LINE BETWEEN FOUND MONUMENTS co CHORD=S17'56'05"E � m PROPERTY LINE TO _ I (C) AND (A), BEING SO'14'59"E PER [1] 94 9 BE ADJUSTED L=124.91', R=50.00' % (A) 6=143'07'48" [1] "w 263.82' L-150.56. R=622.96 S82-09 5s [11 Lf�13 50 53 12 S81.50'56"W 262' CHORD=N87'15'06"W 150.20' (B) L=41.42', R=622.96' A3'48'33" L=33.36', R=436.50' CHORD= " `r 6=4'22'43" S21'37'19"E 70.00' 6 S83 47 03 W 41.41 � a, » [ ] L=41.21', R=622.96' c�i CHORD=N66'11 20 E 33.35 [6] S21'28'42"E 69.83' 6=3'47'26" N L=33.28', R=436.50' CHORD=S83'28'47"W 41.21' [1] 3 L�4'22'05" o, CHORD=S66'19'57"W 33.27' ul t � Z N61•O • 6p 5 �$ E ,,6p. SURVEY REFERENCES •� L=„9.54', R=436.50' DESCHUTES COUNTY SURVEYOR FILED gy Dunhlber 0 100, 200' 1 "=100' [1] CS 06057 BRINSON INDUSTRIAL PARK PHASE II BY RICHARD H. GRAUE, RECORDED APRIL 13, 1979, DESCHUTES COUNTY SURVEY RECORDS [2] CS 02671 BOUNDARY SURVEY BY RICHARD H. GRAUE, DATED MARCH 3, 1980, DESCHUTES COUNTY SURVEY RECORDS [3] CS 12205 RIGHT OF WAY MAP FOR BRINSON BOULEVARD BY DESCHUTES COUNTY PUBLIC WORKS, DATED FEBRUARY 23, 1995, DESCHUTES COUNTY SURVEY RECORDS [4] CS 13153 MINOR LAND PARTITION MP-94-27, PARTITION PLAT NO. 1997-49, BY JAMES R. TYE, FILED JANUARY 6, 1998, DESCHUTES COUNTY SURVEY RECORDS [5] ,CS 16179 PROPERTY LINE ADJUSTMENT, PZ 04-654 BY MICHAEL W. TYE, FILED NOVEMBER 30, 2004, DESCHUTES COUNTY SURVEY RECORDS [6] INSTRUMENT NUMBER 2013-05115, QUITCLAIM DEED DESCRIPTION BY SCOTT C. BOLDUC, RECORDED FEBRUARY 4, 2013, DESCHUTES COUNTY OFFICIAL RECORDS [7] CS 17957 BOUNDARY SURVEY BY KEVIN JAMES BLAKLEY, FILED MARCH 31, 2009, DESCHUTES COUNTY SURVEY RECORDS [8] CS 06059 BRINSON INDUSTRIAL PARK PHASE III BY RICHARD H. GRAUE, RECORDED SEPTEMBER 19, 1979, DESCHUTES COUNTY SURVEY RECORDS [9] CS 11454 PARTITION PLAT NO. 1993-27 BY CLELL GOODWIN, FILED MAY 6, 1993, DESCHUTES COUNTY SURVEY RECORDS [10] OCRR 1953 BY JOHN TAYLOR HAGLUND, DATED JULY 23, 2018, DESCHUTES COUNTY SURVEY RECORDS �15 41 30 CHORD-S56'16'41 "W 119.17' =119.84', R=436.50' 6=15'43' 48" CHORD=N56'08'04"E 119.46' [6] SURVEY NARRATIVE 4.* .3 t4524 b �38 3f R,3g19f OF BEARING -L-159.55', R=366.50' A-24'56'36" CHORD=S81'01'27"W 158.30' L=159.95', R=366.50' A= 25'00' 17" CHORD=N80'52'50"E 158.68' [6] S86'37'02"E 479.29' [61 S86'28'25"E 478.13' 30.00' MONUMENTS OF RECORD (A) FOUND 5/8" IRON ROD SET IN [1 ] (B) FOUND 5/8" IRON ROD SET IN [1 ] (C) FOUND 5/8" IRON ROD SET IN [1 ] (D) FOUND 5/8" IRON ROD SET IN [8] (E) FOUND 5/8" IRON ROD WITH A PLASTIC CAP INSCRIBED "SCE&S" SET IN [7] (F) FOUND 5/8" IRON ROD WITH 2" ALUMINUM CAP SET IN [3] (G) FOUND 5/8" IRON ROD WITH 2" ALUMINUM CAP SET IN [3] (H) FOUND 5/8" IRON ROD WITH 2" ALUMINUM CAP SET IN [3] (1) FOUND 5/8" IRON ROD WITH A PLASTIC CAP INSCRIBED "SCE&S" SET IN [4] (J) FOUND 5/8" IRON ROD SET IN [2] (K) FOUND 2 1 /2" BRASS CAP IN MONUMENT BOX SET IN [10] (L) FOUND 5/8" IRON ROD SET IN [1] (M) FOUND 5/8" IRON ROD SET IN [1 ] (N) FOUND 5/8" IRON ROD SET IN [1] (0) FOUND 5/8" IRON ROD SET IN [1] 40.00' INSTRUMENT NO. 2016-40971 S89'47'30"E 616.39' [3] N89'37'59"W 616.36' - - -�.� (H) S89'37'59"E 616.62' PARCEL 2 INSTRUMENT NO. 2019-36640 T.L. 171221 DD00100 L=152.53', R=653.00' A=13*23'00" CHORD=N79'55'32"E 152.18' [6] L-152.16'. R-653.00'- h1311'02" CHORD=N79'46'55"W 151.81' 30.00'---*- SO'18'23"E 30.08' [3] (I) NO'26'03"W 30.00' [5] r__v LEGEND: N u o MONUMENT FOUND AS NOTED, SEE MONUMENT UST co ° 0 SET 5/8" x 30" IRON ROD WITH ORANGE PLASTIC ao _ m CAP INSCRIBED "BECON" w �n a, � M N ❑ CALCULATED POINT, NOTHING FOUND OR SET ,N w `n () RECORD SURVEY MONUMENT INFORMATION 0 m o0 0 00 [ ] SURVEY RECORD INFORMATION N o ROW RIGHT OF WAY z OCRR OREGON CORNER RESTORATION RECORD (J) BOUNDARY LINE NEW PROPERTY LINE ADJACENT BOUNDARIES CENTERLINE OF ROAD S70'24'02"E 66.26' [6] rn RECORD LINE INSTRUMENT N0. 2013-05115 S70'15'25"E 66.10' �' TlE LINE INSTRUMENT NO. " S86'45'25"E ! 2013- 05114 S73'05 25 E 17.73 S73'14'02"E 17.77' [6] S86 54 02' 14 "E04 158.00' [6] N m JOB #: 20076 WE WERE EMPLOYED BY THREE SISTERS HOLDINGS, LLC TO ADJUST THE BOUNDARY BETWEEN LOT 8 OF BRINSON INDUSTRIAL PARK, PHASE 11, AND THE PROPERTY DESCRIBED AS PARCEL 2 IN INSTRUMENT NUMBER 2019-36640 PER CITY OF BEND PLANNING FILE NUMBER PZ-20-0741. THE EASTERLY BOUNDARY OF LOT 8 WAS DETERMINED AS THE LINE BETWEEN FOUND MONUMENTS (C) AND (A). THE SOUTHERLY BOUNDARY WAS DETERMINED AS A SCALED FIT OF THE RECORD BEARINGS AND DISTANCES PER [1] BETWEEN FOUND MONUMENTS (A) AND (B). THE WESTERLY AND NORTHERLY BOUNDARIES WERE DETERMINED AS A SCALED FIT OF THE RECORD BEARINGS AND DISTANCES HOLDING RCORD RADII PER [1] BETWEEN FOUND MONUMENTS (B) AND (C). THE CENTERLINE OF NORTHEAST BRINSON BOULEVARD WAS DETERMINED AS THE FOLLOWING: A LINE BETWEEN A CALCULATED POINT 30 FEET SOUTHERLY ALONG THE LINE BETWEEN FOUND MONUMENTS (D) AND (C), AND FOUND MONUMENT (F), AS A SCALED FIT OF RECORD BEARINGS AND DISTANCES HOLDING RECORD RADII PER [3] BETWEEN FOUND MONUMENTS (F) AND (G), AND AS THE LINE BETWEEN FOUND MONUMENTS (G) AND (H). THE MIDDLE WESTERLY BOUNDARY OF THE PROPERTY DESCRIBED AS PARCEL 2 OF INSTRUMENT NUMBER 2019-36640 WAS DETERMINED AS THE LINE BETWEEN FOUND MONUMENTS (C) AND (A). THE MOST SOUTHERLY WESTERLY BOUNDARY WAS DETERMINED AS THE PROLONGATION OF THE LINE BETWEEN FOUND MONUMENTS (C) AND (A) HOLDING RECORD DISTANCE FROM FOUND MONUMENT (E) PER [61 THE NORTHWEST CORNER WAS DETERMINED BY HOLDING THE RECORD RIGHT OF WAY DISTANCE OF 60 FEET ALONG THE LINE BETWEEN FOUND MONUMENTS (C) AND (D). THE MOST NORTHERLY WESTERLY BOUNDARY WAS DETERMINED AS THE LINE BETWEEN FOUND MONUMENT (C) AND THE CALCULATED NORTHWEST CORNER. THE NORTHERLY BOUNDARY WAS DETERMINED AS THE BOUNDARY SEGMENTS BEING 30 FEET SOUTHERLY AND PARALLEL TO THE CENTERLINE OF NORTHEAST BRINSON BOULEVARD. THE MOST NORTHERLY EASTERLY BOUNDARY WAS DETERMINED AS THE LINE BETWEEN FOUND MONUMENTS (J) AND (1). THE MOST SOUTHERLY EASTERLY BOUNDARY WAS DETERMINED AS THE LINE BETWEEN FOUND MONUMENTS (J) AND (K) HOLDING RECORD DISTANCE PER [6]. THE SOUTHERLY BOUNDARY WAS DETERMINED AS A SCALED FIT OF THE RECORD BEARINGS AND DISTANCES HOLDING RECORD RADII PER [6] BETWEEN THE CALCULATED SOUTHWEST AND SOUTHEAST CORNERS. THE DEED OF THE ADJUSTED PROPERTIES IS RECORDED AS INSTRUMENT NUMBER 2020-67120, DESCHUTES COUNTY OFFICIAL RECORDS. T17S R12E 21 22 28 27 2018 PLS 55022 u OR 46 io `J CLIENT: THREE SISTERS � ^ m M M HOLDINGS, LLC N^I ,ui it cq to � �' DATE: 12/10/2020 3 �I co 0 - tel 0 = o 00 DRAWN BY: EJH/AJH N ( v) to 0 1 z z NE RUMGAY (K) DRIVE NE ROXY PLACE 549 SW MILL VIEW WAY SUITE 100 BECON BEND, OREGON 97702 (541) 633-3140 CIVIL ENGINEERING www•beconeng.com & LAND SURVEYING REGISTERED PROFESSIONAL LAND SURVEYOR OREGON DEC. 16, 2009 ERIK J. HUFFMAN 70814 RENEWS: JUNE 30, 2021 PAGE 1 of 1 It] !V 0 ca CAM c" WOO 20396