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HomeMy WebLinkAboutSurvey 214700 100, 200' 1 /4 (A)-- SEC 35 T. 21 S. 1 -100 SEC 2 T. 22 S. LOT LINE ADJUSTMENT LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 2, TOWNSHIP 22 SOUTH, RANGE 10 EAST, WILLAMETTE MERIDIAN, CITY OF LA PINE, DESCHUTES COUNTY, OREGON CITY OF LA PINE PLANNING FILE NUMBER 05LLA-23 NARRATIVE S89033'03"E 1326.80' [2] THE PURPOSE OF THIS SURVEY IS TO ADJUST THE BOUNDARIES OF THE PROPERTIES ABUTTING EVERGREEN N89°24'W 20.11 CH [5] LANE, A PRIVATE ROAD, WHICH HAS EXISTING IMPROVEMENTS OUTSIDE OF THE INTENDED BOUNDARY OF TAX S89033'03"E 1326.89' 1 (E) LOT 1200. THIS SURVEY ADJUSTS THE BOUNDARIES OF TAXLOTS 700, 800, 900, 1000, 1100, 1200, 1300, 1500, 1600, 1700 LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 2, TOWNSHIP 22 E 1 /16 SOUTH, RANGE 10 EAST, WILLAMETTE MERIDIAN, CITY OF LA PINE, DESCHUTES COUNTY, OREGON, PURSUANT \ • TO CITY OF LA PINE PLANNING FILE NUMBER 05LLA-23. r � THE SUBJECT PROPERTIES ARE DESCRIBED IN DEED AS ALIQUOT PARTS OF SAID SECTION 2. MONUMENTS FOUND ARE SHOWN AND WERE HELD TO DETERMINE THE BOUNDARY AS FOLLOWS• DESCHUTES COUNTY SURVEYOR �t FILED L �z Gb BASIS OF BEARINGS AREAS THE WEST 1/2 OF THE NORTHEAST 1/4 OF SECTION 2 WAS DETERMINED BY HOLDING FOUND MONUMENTS R=2221.38', L=605.15' (q I (A), (B), (C), AND (E). THE NORTH BOUNDARY OF THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF d=15'36'31" I THE BASIS OF BEARINGS IS THE CENTER NORTH -SOUTH LINE OF TAX LOT BEFORE (AC) AFTER (ACC SECTION 2 WAS DETERMINED BY HOLDING PREVIOUS SINGLE PROPORTION RESULTS/RESOLUTION PER CS21049 CH=N1'08'16"W 603.28' 60.00' SECTION 2 BETWEEN THE NORTH 1/4 CORNER AND THE CENTER 700 1.14 1.32 1 [1]. THE LOT BOUNDARIES WERE THEN DETERMINED BY AN ALIQUOT SECTIONAL BREAKDOWN. 1 1/4 CORNER, THE LINE BETWEEN FOUND MONUMENT (A) AND (B), 800 1.19 1.26 ao d=15'36'27", D=02'3445" BEING SOUTH 4'38'52" EAST PER [1]. 900 1.19 1.25 i) THE RIGHT OF WAY OF HUNTINGTON ROAD WAS DETERMINED AS A SCALED FIT OF RECORDS [4] AND [6] R=2221.380', L=605.110' 1000 1.20 1.24 N '-' BETWEEN FOUND MONUMENTS (J) AND (N), HOLDING RECORD RADII. THE RECORD TANGENT LENGTH PER [4] T=304.440' [6] 00 rn 1100 1.20 1.22 w �- WAS USED TO DETERMINE THE SCALED FIT BECAUSE IT FIT MORE CLOSELY TO THE FOUND MONUMENTS. r- to 0)1200 � 1300 0.57 1.11 0.68 0.93 0 't DEED FOR TAXLOT 700 EXCEPTS THE RIGHT OF WAY OF HUNTINGTON ROAD, BUT THE RIGHT OF WAY DOES - 3 -;0 io 3 I� 1500 1.19 1.12 '? NOT FALL WITHIN THE BOUNDS OF THE DESCRIPTION, RESULTING IN A GORE. BY RESEARCHING DEEDS, IT `J 00 �' io ;� ^ = " 1600 1700 1.19 2.50 1.14 2.32 r--- N WAS DETERMINED THAT THIS GORE BELONGS TO GLENN H. ANDERSON AND HELEN RAE ANDERSON PER II o M r q3 WARRANTY DEED RECORDED JUNE 12, 1958 IN BOOK 119, PAGE 256 OF DESCHUTES COUNTY DEED o N a u o°D aN N89°21'30"W 1317.59' [2] M N RECORDS. �; M ,' i (z cr v = II N89'21'04"W 1317.72' r\ M THE DEEDS FOR THE ADJUSTED PROPERTIES ARE RECORDED AS INSTRUMENT NUMBERS 2024-09928, 329.43' _09929, _ 24-09931, _ 2024-09933, 2024-09934, 2024-09935, AND OCO �NTY CN 1 /16 •" �i _. .�, �. 329.43' • 329.43 -• - 329.43' 329.40' --�1 4.50'&[1] 1 [2] 2024-09936, DESCHUTES OFFICIAL RECORDS.2, ...� `\ 58.86 & 1 658.80 2 [ ] [ ] \ NE 1 /16 I 658.86 &[1] 658.80 [2] ' N laJ MONUMENTS OF RECORD d: �_ r- o M t`? � u (A) FOUND 3-1/4" BRASS CAP INSCRIBED AS SHOWN SHEET 2, SET IN [5] M `J �' �3 M N N89'18'09"W » N8918 09 W N M M , » N89 18 09 W r--+ `� � M (B) FOUND 5/8" IRON ROD, SET IN [4] » 000 M 164.42 [2] 164.42 [21 N 328 83 [2] M (C) FOUND 3-1/4» BRASS CAP INSCRIBED AS SHOWN SHEET 2, SET IN [3] - S89'1T36"E 657.73' 4-4- �• ••-N89'17'52"W 164.51=. 164.36 =• * (D) FOUND 3-1 /4 BRASS CAP INSCRIBED AS SHOWN SHEET 2, SET IN [3], NOT HELD FOR NE N r- c'0 o •-S89'16'44"E _ S89'1753"E 328.86' �.� �- �-- r.,,--, +--� N 1 /16 CORNER to co t° j \ ^ (F) • \ ( &[1] (G) '�• ` 164.43' "' ''` r ` 164.43' crow'' '-''``J (E) FOUND 3-1/4" BRASS CAP INSCRIBED AS SHOWN SHEET 2, SET IN [51 "LS2253", p �.. z o,^„-•� AREA OWNED BY ANDERSON, o Qp (F) FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP INSCRIBED SET IN [21 » » " �, N I Mau _ (G) FOUND FOUND 5/8 IRON ROD WITH ORANGE PLASTIC CAP INSCRIBED LS2253 , SET IN [21 ai Q I ( SEE NARRATIVE M 3 r; (H) FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP INSCRIBED "BECON", SET IN [1] N m r.3 166.50' 2 o cD (1) FOUND 5/8'` IRON ROD WITH ORANGE PLASTIC CAP INSCRIBED "BECON", SET IN [1 ] N Z IR z cn a, ,N_,!� N ,�, N N N (J) FOUND 2 BRASS CAP INSCRIBED P.C. R/W IN CONCRETE, SET IN [61 O aD o cJ� L' o O� 00 to N N t0 d r., w w N ^ (K) FOUND 5/8" IRON ROD, SET IN [4] N J a'. o Qi dam• r-- , i- cam! � Z Z *- M N �, r , ^ N r, .. .- d. N ,_ , = o o (D 0 (L) FOUND 3 1/4- BRASS CAP INSCRIBED AS SHOWN ON SHEET 2, SET IN [3] N to s N co P00 cND +� N � M`J u .- Mi u � rj ,� to N d » (M) FOUND 3 ALUMINUM CAP IN TREE ROOT INSCRIBED AS SHOWN ON SHEET 2, SET IN [31 Q a' Na'- �� S89'f5'51"E 328.58' * 0 o to w N M �`' M M "� o d' � ; - (N) FOUND 2" BRASS CAP INSCRIBED "P.T. R/W" IN CONCRETE, SET IN [61 • N CD z z M cfl p =� o \ �� M 00 TL 800 W W N �� TL 900 ;� o TL 1000 �- TL 1100 M M M `� cn O 0(.0 � M M �, INST. N0. �, ; , N N N N�' INST. N0. o INST. N0. N INST. NO. M z i� `�•' SURVEY REFERENCES �� TL 700 1996-19853 �. 2021-09196 N �'1996-45448 � 2003-30027 �. M r, � INST. NO. 2017-49715 151.44 (n z 318.51' [11 CS 21049 BY ERIK J. HUFFMAN FILED MARCH 13, 2023, DESCHUTES COUNTY SURVEY RECORDS rn N89'14'47"W [2] '� � BOUNDARY TO BE ' N89'14'07"W [1 ] E 1313.2f ADJUSTED PER 05LLA-23 15.00' A328.33' 15.06' 15.06'15.00'[1]N (I) 15.06' 15.00'[1],-oo --`i 00 r0. 164.17,H) 164.16 164.15'&[1] .' 164.15&[.� ► 46• 16.11• 164.15'&[N 15.06' 328.3 ai 0) M `*4 328.30' 328.26' [2] ' 327.64 15.00' i 164.14' 164.14' EVERGREEN LANE 15.06' 15.os j 15.06 / rn Z / TL 1200 O » -� 8'S6'29"E L INST. N 0. / S8914 07 E !`' BOUNDARY TO BE ADJUSTED PER 05LLA-23 r-- 1.70' p Z / 2018- 23917 151.44 .15.22' „ S8914 07 E �_S4 32�44 E , TL 1300LO a, 0.53 _. I ._ 15.06 0 J INST. NO. 2005-78197 M Oo I N S4'32'44"E ' S89'12'22"E 315.61' M �. � M I r M, 6.83' / TL 1500 3 o TL 1600 N TL 1700 S8 56 29 E N 8'56' 29"W INST. NO. M INST. N 0. oo INST. NO. to \ 6.90' 8.32 M "' 2020-21367 2007-04472N 0 658.62' r._,1991-22879 ,N, Z Ln (6 o N (0 rn o i 166.50' lit r V ... d' o 6 to co r- �•- -- - 1• �- 163.87' -� �- 163.87' 1 .•- 327.74' '` ctOo N89'10'37"W 1310.96' d. co R=788.51', L=309.42' M R=848.51', L=332.96' j co r; �. o_ ' " cv A=222859 N \ �22'2859" $ N LO CH=N2'17'58"E 307.43' CH=N2'1 T58"E 330.83' M ` M tM to M \ 9,46' t--53.97 vI 654.26 [2] ' N89'40'36'W 9.4[36.78' (M)C2 654.35'&[1 'i •. 654.26' [2] -�- 327.18 (K) �) . - 327.18' 6`4.35' &[1] ► 273.21' 273.14' [3] -� 327.18 C3 v I 974.75' 974.66' 3] CE 1 /16 (N s W "W 1308.70 [ 1] N89°08'01 1308.53' [2] 60.75' 60.76'[3] N89°07'52"W 1308.56' CALC PER [3] 470 [2] CS 18114 BY SC TT C. FRESHWATERS FILED FEBRUARY 8, 2010, DESCHUTES COUNTY SURVEY RECORDS [3] CS 14655 BY W.C. KAUFFMAN FILED OCTOBER 16, 2001, DESCHUTES COUNTY SURVEY RECORDS [4] CS O4776 BY GEORGE W. COLVIN JR. FILED FEBRUARY 22, 1982, DESCHUTES COUNTY SURVEY RECORDS [5] DEPENDENT RESURVEY OF A PORTION OF THE SOUTH BOUNDARY OF TOWNSHIP 21 SOUTH, RANGE 10 EAST, BY HANS W. THIELSEN, CADASTRAL SURVEYOR, DATED SEPTEMBER 14, 1960, UNDER SPECIAL INSTRUCTIONS DATED MAY 3, 1957, MARCH 28, 1958, AND SUPPLEMENTAL INSTRUCTIONS DATES SEPTEMBER 15, 1958 [6] RD02167 PENGRA HUNTINGTON PLAN AND PROFILE BY DESCHUTES COUNTY, NOVEMBER 1977 LEGEND; • MONUMENT FOUND AS NOTED, SEE MONUMENT LIST BECON O SET 5/8" x 30"" IRON ROD WITH ORANGE PLASTIC CIVIL ENGINEERING CAP INSCRIBED BECON 8& LAND SURVEYING O NOTHING FOUND, NOTHING SET 549 SW MILL VIEW WAY (#) RECORD SURVEY MONUMENT INFORMATION SUITE 100 BEND, OREGON 97702 [#] SURVEY RECORD INFORMATION (541) 633-3140 www.beconeng.com ROW RIGHT OF WAY REGISTERED PROFESSIONAL CLIENT: CITY OF LA PINE LAND SURVEY R PROJECT NO.: 13744.142 DATE: 02/06/2024 =HUFFMAN DEC. DRAWN BY: AJH RENEWS: JUNE 30, 2025 SHEET 1 of 2 CURVE TABLE CURVE # RADIUS LENGTH DELTA CHORD BEARING CHORD LENGTH C1 788.51' 263.62' 19'09'20" NO'38'08"E 262.39' C2 848.51' 273.83' 18'29'25" NO'18'11 "E 272.64' C3 788.51' 45.80' 3'19'40" N11'52'38"E 45.79' C4 848.51' 59.13' 3'59'34" N11'32'40"E 59.12' C5 818.51' 321.19' 22'28'59" N2'17'58"E 319.13' LOT LINE ADJUSTMENT LOCATED IN THE SOUTHWEST 1 /4 OF THE NORTHEAST 1 /4 OF SECTION 2, TOWNSHIP 22 SOUTH, RANGE 10 EAST, WILLAMETTE MERIDIAN, CITY OF LA PINE, DESCHUTES COUNTY, OREGON CITY OF LA PINE PLANNING FILE NUMBER 05LLA-23 .j N89'17'52"W 164.51' (F) f [3] [3] [6] RECORD CURVE TABLE LO co c° CURVE # RADIUS LENGTH DELTA CHORD LENGTH TAN D C3 788.51' 45.73' 3*1923" 45.72' 22.87' C4 848.51' 59.08' 3*59'21" 59.07' 29.55' C5 818.511' 321.169' 22'28'54" 162.677' 7'00900Is S89'16'44"E 164.36' (G) 164.43' S89"1 7'53"E 328.86' 164.43' ' 11 ' . :. r coun Esc la I rl�s M M O N S89'15'51 "E 328.58' _� M O M M c0 M oho TL 800 d- TL 900 M TL 1000 N co, TL 1100 N °-° o INST. NO. N INST. NO. N INST. NO. M INST. NO. M M 1996-19853 2021-09196 N 1996-45448 2003-30027 z Nto z 1 "? TL 700 :d- `'' INST. NO. 2017-49715 �• © t M 3 d• �- io N N BOUNDARY TO BE S89'14' 7"E ADJUSTED PER 05LLA-23 Z .70' . �- S89'14'07"E 986.69' ------------------------ -- 328_33' ----- -- ---------- ' 164.17' (H) 164.16' l_ (1) 12.63' 8.61' _ --,� ; -- ---------------- /-15.06'- -------------------- ----- ` ------ 164.16' 164.16' -�� 4.60' S89'22'00"W 982.50' 20.66 _ " - ---------- ---- -----� ---________163.86'------ • -� 163.83 S4 23 34 E 1.58 163.84 - 163.85 - - - - - --- 28.97 ,'� 327.12' - - - - - ----------------------------------------- - _ _ _ _ _ 15.06'----� 10.46T - ----------------- ---- � 1.4T ---- - _-- -- ,� ---- - -- __ _ _ 1_ S89'14'07"E 328.30 -• O.Ofi ----------------- _ 3 ' • 327.64' � ' _ 1 �-`.-•-16.58' 164.14' �-----/-1 9.60' 30.32' � t 164.14 _ _ , 28.85' S89'14 07"E 655.91' - - -"` 327.65 _ ' 0 60 120 ozp. _ 324.74' 20.60' Ti 163.81' j 163.81' 12.57 ' { 1 "=60' • S89'22'00"W 980.01' 30.00' �s EVERGREEN LANE ADJUSTED BOUNDARY PER ' z TL 1200 05LLA-23 INST. NO. 2018-23917 00 N w TL 1300 OD °D o INST. NO. 2005--78197 M G 04 O G) rn o vi 00 )0 Z �' S89'12'22"E 315.61' -�� M v- to 3 TL 1500 M TL 1600 3 TL 1700 o to M INST. NO. toINST. NO. o. i INST. NO. CD to1991-22879 "� 0 2020-21367 o N 2007-04472vi C7 N N M M M M Z (n Z GP�p,STRA�s�GNUTES CO �Gml ]'s co cam• T 21 S T22S R10E T22S R10E A%\ CE 1 /16 POL cOo S 35 BECON 1 /4 S 2 • S 2 2001 � T 22 S R 10 E 2001 CIVIL ENGINEERING 9� PLS 1031 1958 SG PLS 1031 \Gw SG \GF. & LAND SURVEYING ��.ANDMPNP RVeYORS OFF Rl' -YORS OFF 549 SW MILL VIEW WAY (A) (C) (D) 1,, 163.8T -� �- 163.8T � �.. ' SUITE 100 327.74 -� BEND, OREGON 97702 S89'10'37"E 655.48' (541) 633-3140 �NSTRALS� G�\uTES COS G�\1\3 COS www.beconeng.com JAG T 21 S .L O % O REGISTERED S 35 PVT rVT PROFESSIONAL E 1/16 S 2 LAND SURVEYOR GOVT VT ,o,) T 22 S R 10 E 2001 2001 1958 s, PLS 1031 s, PLS 1031 9���ANDMPNP G�'/EYORS CF ���EYORS OFF'G ll RE N LERIK . 16, 2009 (E} (L) (M) J. HUFFMAN 70814 RENEWS: JUNE 30, 2025 SHEET 2 of 2 O CS 21ato-