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HomeMy WebLinkAboutSurvey 21011INITIAL POINT nO (R3)* C10 (R3)* R3)* 14.31' _ + / 394 CALDERA SPRINGS PHASE Cl 3V17l 234.31' � l89.44 / L=158.36 s�Ja C 1 (R2)* BEING A REPLAT OF A PORTION OF DEVELOPMENT TRACT A2, CALDERA SPRING, PHASE A �ci LOT v L=2001) 393 LOCATED IN THE SOUTH ONE-HALF 1/2 OF THE NORTHEAST ONE -QUARTER 1/4 AND THE SOUTH ONE-HALF 1/2 OF 439 (4 SECTION 17, TOWNSHIP 20 SOUTH, RANGE 11 EAST WILLAMETTE MERIDIAN, LOT I �' ■ 392 U� DESCHUTES COUNTY, OREGON LOT 440 ( `�c, SEPTEMBER 2022 ��g� 438 , I e SCALE 247-22-000183-TP LOT + I = 391 200 0 100 200 400 Lo c 441 COMMON AREA I LOT I TRACT 00. 291 SqB�� Q 437 z LOT W ( FEET ROCK COOP 285 DEVELOPMENT co 5 442 COMMON AREA 1 INCH = 200 FEET TRACT A2 `J I I PER (R1) LOT � TRACT DID 290 286 O.C.R.R. 0510 436 I 289 288 o O��g9 287 U LOT � I iv 443 co ono ° �Q� T20S RI E Y o C1/4 S17 LOT � I 11379 380 381 382 °d�� p�� 435 oG LOT M N 378 Q� 1984 `�'• 444 TRACT M LS 1020 I�\ $gg43'O6•MI L=89.55+ � `� 30' 30 N I 377 BASIS OF BEARINGS �\ 103.69' '' LOT 60' I SEE DETAIL'S' _OOp (PRIVATE) — — S8T43 32V 1325.09 (R2)* !� Leg: 434 LOT I I ON SHEET 4 OF 5 oCK C1 801.13' i COMMON AREA L=144.38'�� c29n' 11 C3 LOT i 445 (R3)* M`RROR R �Q s ^N - TRACT MM �-� COMMON AREA TRACT 433 ,--L6 (R2)* ��J Gp� s'ra� 373 371 I W 1/16� NN LOT 7 (R2)* 374 � 372 LOT 4031 432 _ C13 (R2)* ,/5 C —• — C � S 17 1984 LOT LOT 455 LOT 456 LOT �� ,0 430 P I �L=2.54 16 \ LS 1020 .� 454 457 w o G��G ��00 p,T10N rn �\�.p ESERv o PR LOT LOT I I z Q PER R1 ( ) - Jti 421 LOT 422 �' O.C.R.R. 0505 o o LOT — LOT 429 ,a LOT LOT 424 423 I o '- I W 453 COMMON AREA �, LOT LOT LOT 425 o TRACT LL q 428 427 426 N CDCIRCLE N D �tJAYt j Z 4052 EVER`NII_� COMMON AREA TRACT KK N 11 Zan�e O I ► u L S LOT LOT LOT LOT 446 447 1930.36' `v c� r v LOT 448 LOT 51916'09 W 451 , 449 450 � WILDLIFE II TRACT WF1 w I 0 Lq I� N X J Z � NARRATIVE �, U ( c-) . 0 X THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE A PORTION OF �� i h DEVELOPMENT TRACT A2 OF CALDERA SPRINGS, PHASE A PER u) PLANNING CASE FILE 247-22-000183-TP. CONTROL FROM OUR WILDLIFE TRACT WF2 WORK ON CALDERA SPRINGS, PHASE A, WAS USED TO 99.18 AC. iio`�h MONUMENT THE BOUNDARIES AND INTERIOR CORNERS OF THIS PAGE. i I BASIS OF BEARINGS: NORTH 89°43'32" EAST BETWEEN � ? RECOVERED MONUMENTS MARKING THE NORTH LINE OF THE NORTHEAST ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER N OF SECTION 17, TOWNSHIP 20 SOUTH, RANGE 11 EAST, WM. v� z �' SURVEY REFERENCES o N o� p o cv (R1) CS NO. 04418, CADASTRAL SURVEY BY GEORGE COLVIN 4 PF z C I PLS 1020, RECORDED 1/5/1985. LEGEND J 6' ( I (R2) CALDERA SPRINGS, PHASE A SURVEYED BY d CALDERA SPRINGS, PHASE C-1 PLAT BOUNDARY SET 5/8 REBAR AND YELLOW PLASTIC CAP MARKED "PARAMETRIX', UNLESS NOTED OTHERWISE ^ PARAMETRIX, INC., DAVID W. MILLS PLS 1915, RECORDED o . 2/4/2022. LOT /TRACT LINE FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP W CN z (R3) CALDERA SPRINGS, PHASE B SURVEYED BY PARAMETRIX — ROADWAY CENTERLINE STAMPED "PARAMETRIX", PER (R2 AND R3) F-- � � I ( INC., DAVID W. MILLS PLS 1915, RECORDED 07/11/2022. Nw I oNME — - - - - — EXISTING EASEMENT CENTERLINE, AS NOTED FOUND 2-1/2" STEEL PIPE WITH 2-1/2" BRASS CAP w MARKED AS SHOWN LS (R2)* EXISTING EASEMENT, AS NOTED , I I I C# SEE CURVE TABLE ON SHEET 5 L9 (R2)* I I L# SEE LINE TABLE ON SHEET 5 N10'46-24'W SURVEY PREPARED FOR: 243.21(R2)* I CALDERA SPRINGS, PHASE C-1 ( ) RECORD DATA PER REFERENCE (R#) (SEE SURVEY REFERENCES ON THIS SHEET) * MEASURED DATA SAME AS RECORD Parametrix �'S4 ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES I I 24-E 46697' ( —' _ N78_ 56"E 114.55' (R2)* 150 NW PACIFIC PARK LANE, SUITE 110 1 BEND, OR 97701 P 541.508.7710 w LA, ROAp REGISTERED WWW.PARAMETRIX.COM * VANOEVERt — �R2� ev ��SURVEYORPMX PROFESSIONAL JOB NO. 297-7378-032 N7g59+31"E 1159�6 _ — AN LAND �� =Z SURVEYED U DRF & KC 10 \ ��� DRAWN ONE INCH AT FULL SCALE. �— L1'' w �O \ O R E G O N OKS IF NOT, SCALE ACCORDINGLY l?8� �� 1 \ JULY 18,1980 DAVID W. MILLS CHECKED SCALE " � N7g27+30"E 01915 D WM 1 = 200' ` — EXPIRES 12-31-22 APPROVED DATE L DWM SEPTEMBER 30, 2022 z es,z1o>> N SCALE 100 0 50 100 200 ( FEET ) 1 INCH = 100 FEET LEGEND CALDERA SPRINGS, PHASE C-1 PLAT BOUNDARY LOT / TRACT LINE ROADWAY CENTERLINE - — EXISTING EASEMENT CENTERLINE, AS NOTED EXISTING EASEMENT, AS NOTED — — — — — — PUBLIC UTILITY EASEMENT (PUE) BEING CREATED BY THIS PLAT CALDERA SPRINGS, PHASE C-1 BEING A REPEAT OF A PORTION OF DEVELOPMENT TRACT A2, CALDERA SPRING, PHASE A LOCATED IN THE SOUTH ONE-HALF (1/2) OF THE NORTHEAST ONE -QUARTER (1/4) AND THE SOUTH ONE-HALF (1/2) OF SECTION 17, TOWNSHIP 20 SOUTH, RANGE 11 EAST WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SEPTEMBER 2022 247-22-000183-TP SET 5/8" REBAR AND YELLOW PLASTIC CAP MARKED "PARAMETRIX", UNLESS NOTED OTHERWISE SET 5/8" REBAR AND YELLOW PLASTIC CAP MARKED O "PARAMETRIX" (POST MONUMENTED) ® SET 1-1/2" DIA. ALUMINUM CAP ON 5/8" IRON ROD STAMPED "PARAMETRIX" (POST MONUMENTED) FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "PARAMETRIX", PER (R3 AND R4) FOUND 2-1/2'STEEL PIPE WITH 2-1/2 BRASS CAP MARKED AS SHOWN ON SHEET 2 CALCULATED POINT, NEITHER FOUND NOR SET C# SEE CURVE TABLE ON SHEET 5 L# SEE LINE TABLE ON SHEET 5 PUE PUBLIC UTILITY EASEMENT ( ) RECORD DATA PER REFERENCE (R#) (SEE SURVEY REFERENCES ON THIS SHEET) * MEASURED DATA SAME AS RECORD (KLQLDmm 2pHO Q2' I pMQ2[E Q INITIAL COMMON AREA TRACT JJ CENTERLINE F EASEMENT POINT 14.31' I C10 L=1 •� L 189°"�\ C9 C8 PRESERVATION 7 I M LOOP (PRIVATE) L-519 0 0 20.00' 20.00' 40 .00' DETAIL A N 1 "=20' SHEET 3 Ln PRESERVATION I CENTERLINE OF EASEMENT LOOP (PRIVATE) I ;D o 0 I N LC128 i L=4.76' 20.00' 20.00' 40.00' I r��& DETAIL c N 1 "=20' SHEET 3 DEVELOPMENT TRACT A2 Oho �Q g a Jv p0 g8339171 234•31' Cti DESCHUTES COUNTY SURVEYOR Fl(,� 01 11 o z3 BY: Co 1 I i 400 409 � I NE1/16 S17- 1984 I 399 LS 1020 408 I PER (R1) O.C.R.R. 0512 398 407 COMMON AREA TRACT A Quo 397 406 I M O 3 0 396 N 405 I I / SEE DETAIL'A' I 404 395 ON THIS SHEET INITIAL POINT C9 (R3)* C121 L=30.03' L=h 4.31' C10 (R3)* / I L=158.36' C8 1_-189.440 394 �o C127 L=203.76' C122 L=195.' C123 L=141.3g, ,3p o C120 0p PRESERVATION ION LOOP (PRIVq kop C11 (R2)* ERVAT T C89 L=187.43' C90 L=124.42 EJ L=20.01' 393 LOT 439 �~'.�~' ;� NS] I SEE DETAIL 'C' 29,074 SF 40, ON THIS SHEET C67 p --20 0' I L=30.86 LOT 440 °23'31 "E �4/SD"1V ��,17,631 SF 45A7'� N, N 160. pp, /44/LLJ I I LOT 438 %�, S 6 o N°� p28"ly �,'� w Ln J c� 17,625 SF h r v rn o;/co ,� v �-'� 1600p, . z r) / n co S81'10' JO' pUE'' 16°E -� -j LOT 441 �, �_ ( cn N . V) 160.00, U 17,658 SF 0 z 03 \f` U N U' 0" U O (.0� Lo V N J � LOT 437 i N83'23' 18 �W 00J C- w " oN 17,618 SF -� �� J r` 160.00'cli U V O r7 co � I M O r'7 r` ^ r` V 00 LLJ � "' N88'21' 18"E 160.00' " " �' LOT 442 w N 17,658 SF I L¢ o� Lo I U ro � 10' PUE 00 N LOT 436 16d 00 ' J 17,619 SF S80 23'S3„w C8101 v ► C82 L=33.19' \ "E 160.p0' L=50.31' IT 443 �, o COMMON AREA TRACT 00 N�1'52 53 I ` . 17,607 SF C'A 00 3.22 AC. L=34.99' 00 3 C63 C62 �� 60 I 6'ro do L=45.10 `' �► \\' 01 'r 3U' 30, 160.00' 170598 SF `' SlT2g'S� 160.00' __.� N1818' 48"E tiD v N J MATCH SHEET 4 OF 5 392 �Q Q� O� 391 W I COMMON AREA 30' 30' TRACT DD 60' og p O� o0 0 ii REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 18,1980 DAVID W. MILLS 01915 EXPIRES 12-31-22 es 21 ol i ­ CALDERA SPRINGS, PHASE C-1 BEING A REPEAT OF A PORTION OF DEVELOPMENT TRACT A2, CALDERA SPRING, PHASE A LOCATED IN THE SOUTH ONE-HALF (1/2) OF THE NORTHEAST ONE -QUARTER (1/4) AND THE SOUTH ONE-HALF (1/2) OF SECTION 17, TOWNSHIP 20 SOUTH, RANGE 11 EAST WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SEPTEMBER 2022 247-22-000183-TP MATCH SHEET 3 OF 5 OESCHUTES COUNTY SURVEYOR � gY. e,4 ias rvit 160.00' 1 S80 23 C81 C82 L=33.19' 287 286 285 N�T5253��L-50.17,0 SF �vCOMMONAREA 3.22 AC.RACT 00 COTRAOCT DDEA 00 Lu Lu C62 � 60 ,�o w 0 L=45.10 �� z �04 9QgDEVELOPMENT � LOT 435 3p' 3�•2g,5�„w160 0co - o� o� l Q 17,598 SF S� I� O TRACT A2 / ,s> p 11 �, 11 J u "' U > co `'J • 18' 4$"E 160.° ' ± �- �, LOT 444 J z I o TZOS R11 E N�8 0' PUE J v o 17,616 SF 00 � a, 1 n �- TRACT M CIA S17 C4 `� 1 ' O 00 ' 377 1984 S89'43'06"W L=89.55to N to w W LS 1020 103.69 LOT 43400 N z i S82 42' 46"w 160.00 22,990 SF CDLn Q N '�' L�j Iw o g o N UJ rn oo r I w N89'43'32'E 1325.09' w Cl \ \ - -, ` cn W � LOT 445 523.96' s l�6 '� S� �? ry W 17 �] \ ` g. � S s� , ,616 SF L=144.38 ! �F v r•, v L5 (R3)* ROCS COMMON AREA TRACT MM 160\\,�2 ? �`9 - 1.1 , �p8y4' I U a " " ' " ' I M`R OR v p�El ,gyp n, I N87'S5 34 E 160.00 I R 2.21 AC. �• i C46 107.31 15.00' LOT 433 O N C70 V11 L6 (R2)* LOOS kv 20 SANITARY SEWER 56�05 �oi COMMON AREA TRACT NN t=73.36 0 0, 21,140 SF �� � & WATER EASEMENT �o N. 20,520 SF oo C49 o _ �� L=41.54C71 L-172 p8, 112 L7 R2 * N89'43'21 "E 521.94' r o "o L=1.56 Lo o. J ( ) �'�� ,\coo o LOT 432 oo.aG 119 65 C116 0 1 149.02 �0 152.92 110.00 110.00 `O LOT 431 17,676 SF o-F 1= L=67.84' o N60 !�`� ,ti,'` LOT 430 u0 17 600 SF M '05 `,193.81 C117 L=186.04 10 C13 (R2)* 376 o ti s o 0 00 `�0' \ ��� •: 20,275 SF ' o C115 4 L �261.64 , - V L=2.54' �0 \ � co 6' - �7 c.,`� s N 15.00' 1 C 242" C25 C22 SEE DETAIL'B' a' LOT 454 LOT 455 o- o- �O s, C48 ,1218 `� 02 - `= C18 L=199.99 LOT 456 �., LOT 457 `L� ` o 0 . -- 019 110.6l -C23 L=111.43 - 65 61 ON THIS SHEET 0 30,253 SF o: 18,859 SF `L1 !� C U' L=3.81 _ C5 V� L=90.13 E� i ' F` 17,600 SF a; 17,600 SF M .�F. _6 1 l��9� `AO 8 `\ - / - �3169 �l_ �� ,0`�6 0 I co SEE DETAIL'D' �0 20' STORM \ �6, C104 `2 `� `� o 0 o h�� 1 ''`��24 �JP� �S- 6 `36613\C4� t=180.07' - 101 1 E 122.32 �� 0113 �Q���PS / c L=22C95' 1j ON THIS SHEET DRAINAGE _ , 1 , C' 61 ,14 m �, L 49.30 0 0 0 ,� 1 r- o EASEMENT jp.� cn z ��h Q 5p� �� ��\ 0 Cj/2 b N79 L16 N `pOP20 Cti� er -28.00' t=55 0�, `'�/G�� `11� �' 8868• �,3 �'34026' �' ESERV ATIO , ` �� 5� N � LOT 421 c� F F - 110.00 - - --110.00 - 36.23 C10 �� 4,2 PR 11 W 2• C2g L �� LOT 423 LOT 422 18,323 SF -` o , " ,� S G , 511 ,`� C32 $ _ ,S1916 41.32' ;6898 C27 rn =n 21,083 SF o I COMMON AREA N89 43 21 E 284.23 w C / '� `ti (_ 22,082 SF �co , " o �0 �� Shy �� 0 88.65�_ _ 81 •p0 - N L=41.22 � � o Z � TRACT CC S89'43 21 W 284.23 - rn •t; `� o _ C,- o - 5/> , �� LOT 429 0 C31 - - _ LQ LOT 424 s z \ EVERWILD CIRCLE (PRIVATE) o �► ��� 17,629 SF o L=88.65' C30 0 19,685 SF LOT 453 - �� o a 'o L=29.22 Lo LOT 425 1 w 22,151 SF S89'43 21 "W 284.23 � s? o 0 17,726 SF ,o N co 0 05 � 1- c�� o LOT 428 - •- LOT 426 110.00 , c> h J �- I 'r' `� 17,622 SF JW s d 22.76 to oo ,r, ti LOT 427 � 18 770 SF O o 00 COCON `0 COMMON AREA TRACT LL ^� '' N o v � ��`�7. _ o , r, ' ro o � (' 17,622 SF N N84'31'21"E 163.58' J a' 30,987 SF ' ^ " 8 z 6 z !; 6i Z 110.00' 284 23 U, ��' o� z o C37 00' Sl9' 16 09 I N � v v 6J Nl9'16p9 E o o- `_ GG��� S620�3 n C38 C3S (,13/63, z L-43.3 g100 110. � iW v 16'09"E 2g4'23 o Co L`a � 6F 16 �-4383,3' C36 L=131.63' L LOT 452 14 �h .00, Ir 21,903 SF \ 284 23' _gyp p4' COMMON AREA TRACT KK 1110.88 J a 0 �.� l�6p Si916 09 110.00''� C97 �, 3.08 AC. N ; `L " �p� _ o 'ip ow o L=21.35' j W caF-�� 6 C99 - - -1p4.19'" -_cDv oo LOT446 to °p' L12.542)ill.* U z WILDLIFE TRACT •g�� t,66.10' C98 �` LOT 447 23,330 SF M �25'E 2° I WF1 L=5.76' Lo LOT 448 17,800 SF 6' ul N� 11 00 c° LOT 449 17,600 SF To_ 916'Og„W 19-cr30 36 w w ul ,n o 134.1 6 Sl ' iv O I I 18,228 SF p.47' 00 i :�' 21 437 SF o z 13 WILDLIFE COMMON AREA LOT 451 z 110.00 TRACT WF2 , TRACT KK w 35,556 SF 11, g0, 99.18 AC. i 40.00I U I I 20.00' 20.00' , 183.12 `11 MATCH SHEET 2 OF 5 143.23 21 �0' I 3.02' DETAIL � ' w B 212° I o N , "_� o' SHEET 4 a SURVEY PREPARED FOR: LEGEND 8.80' a CALDERA SPRINGS, PHASE C-1 CALDERA SPRINGS, PHASE C-1 PLAT BOUNDARY FOUND 5/8IRON ROD WITH YELLOW PLASTIC CAP CENTERLINE OF EASEMENT "PARAMETRIX", „ I 12 w STAMPED PARAMETRIX ,PER (R3 AND R4) L� LOT/TRACT LINE � Parametrix FOUND 2-1/2" STEEL PIPE WITH 2-1/2" BRASS CAP ENGINEERING. PLANNING. ENVIRONMENTAL SCIENCES ROADWAY CENTERLINE MARKED AS SHOWN ON SHEET 2 p_ - - - - - - EXISTING EASEMENT CENTERLINE, AS NOTED CALCULATED POINT, NEITHER FOUND NOR SET o y "~ ..._ s � �4�1 150 NW PACIFIC PARK LANE, SUITE 110 1 BEND, OR 97701 REGISTERED P 541.508.7710 EXISTING EASEMENT, AS NOTED SEE CURVE TABLE ON SHEET 5 I 0 C� 8•90 i 212 �10 PROFESSIONAL WWW.PARAMETRIX.COM - - - - - - - - - - - PUBLIC UTILITY EASEMENT (PUE) BEING CREATED L# SEE LINE TABLE ON SHEET 5 I LAND SURVEYOR BY THIS PLAT PMX ,JOB N0. 297-7378-032 /'l PUE PUBLIC UTILITY EASEMENT �C� ii'�i�7 SURVEYED SET 5/8" REBAR AND YELLOW PLASTIC CAP D R F & KC MARKED "PARAMETRIX", UNLESS NOTED OTHERWISE ( ) RECORD DATA PER REFERENCE (R#) (SEE SURVEY DETAIL p OREGON DRAWN ONE INCH AT FULL SCALE. �O REFERENCES ON THIS SHEET) , JULY 18,1980 IF NOT, SCALE ACCORDINGLY � O SET 5/8" REBAR AND YELLOW PLASTIC CAP MARKED N 1 ,� =30 SHEET 4 DAVI D W. MILLS OKS "PARAMETRIX" (POST MONUMENTED) * MEASURED DATA SAME AS RECORD 01915 CHECKED SCALE 6 e SET 1-1/2" DIA. ALUMINUM CAP ON 5/8" IRON ROD EXPIRES 12-31-22 D WM 1 " = 100' w STAMPED "PARAMETRIX" (POST MONUMENTED) APPROVED DATE w t- CURVE TABLE CURVE NO. LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING Cl 144.38' 490.00' 16'52'55" 143.86' N14'35'34"W C2 149.17' 110.00' 77'41'47" 138.00' S61'52'55"E C3 69.14' 210.00' 18'51'47" 68.82' S69'50'18"W C4 89.55' 590.00' 8'41'47" 89.46' S64'45'18"W C5 128.58' 910.00' 8'05'44" 128.47' N11*41'13"W C6 450.22' 690.00' 37'23'06" 442.28' S02'57'28"W C7 88.44' 200.00' 25'20'15" 87.73' S08'58'53"W C8 189.44' 270.00' 40'12'04" 185.58' N76'24'45"W C9 14.3l' 270.00' 3*02'14" 14.3l' N81'58'06"E C10 158.36' 280.00' 32*24'16" 156.26' N83'20'52"W C11 20.01' 220.00' 5'12'38" 20.00' N64'32'25"W C12 708.92' 1130.00' 35'56'43" 697.35' N08'28'50"E C13 2.54' 1130.00' 0'07'44" 2.54' N12'37'38"W C14 178.76' 270.00' 37'56'01" 175.51' N06'16'30"E C15 302.38' 430.00' 40'l7'29" 296.19' N05'05'46"E C16 515.62' 470.00' 62'51'28" 490.15' N16'22'45"E C17 593.02' 580.00' 58'34'54" 567.52' N18'31'02"E C18 199.99' 430.00' 26'38'52" 198.19' S84'33'38"W C19 242.02' 370.00' 37'28'40" 237.73' S79'08'44"W C20 141.56' 430.00' 18'51'47" 140.93' S69'50'18"W C21 344.25' 330.00' 59'46'09" 328.85' N70'50'44"W C22 65.61' 430.00' 8'44'32" 65.55' S75'36'28"W C23 111.43' 430.00' 14'50'51" 111.12' S87'24'10"W C24 22.95' 430.00' 3'03'29" 22.95' N83'38'40"W C25 90.13' 370.00' 13'57'28" 89.91' N89'05'39"W C26 110.67' 370.00' 17*08'15" 110.26' S75'21'29"W C27 41.22' 370.00' 6'22'58" 41.20' S63'35'53"W C28 72.58' 430.00' 9*40'17" 72.50' S65'14'33"W C29 68.98' 430.00' 9'l1'30" 68.9l' S74'40'26"W C30 29.22' 330.00' 5'04'26" 29.21' S81'48'24"W C31 88.65' 330.00' 15'23'29" 88.38' N87'57'39"W C32 88.65' 330.00' 15723'29" 88.38' N72'34'10"W C33 88.68' 330.00' 15'23'49" 88.41' N57'10'31"W C34 131.68' 490.00' 15'23'49" 131.28' S57'10'31 "E C35 131.63' 490.00' 15'23'29" 131.23' S72'34'10"E C36 131.63' 490.00' 15'23'29" 131.23' S87'57'39"E C37 43.39' 490.00' 5'04'28" 43.38' N81'48'23"E C38 438.33' 490.00' 51' 15' 14" 423.86' N75'06' 14"W C39 49.05' 330.00' 8'30'57" 49.00' N45'13'08"W C40 43.17' 330.00' 7'29'43" 43.14' N26'46'54"W C41 65.04' 430.00' 8'39'56" 64.97' N20'54'32"E C42 237.35' 430.00' 31'37'32" 234.35' N00'45'481 C43 366.13' 270.00' 77'41'47" 338.72' S61'52'55"E C44 182.25' 270.00' 38'40'27" 178.81' S42'22'151 C45 74.25' 110.00' 38'40'27" 72.85' N42'22'15"W C46 73.36' 110.00' 38'12'46" 72.01' N80'48'52"W C47 180.07' 270.00' 38' 12'46" 176.75' S80'48'52"E C48 3.81' 270.00' 0'48'34" 3.81' N79'40'28"E C49 1.56' 110,00' 0'48'34" 1.55' S79'40'28"W C50 121.81' 370.00' 18'51'47" 121.26' N69'50'181 CALDERA SPRINGS, PHASE C-1 BEING A REPLAT OF A PORTION OF DEVELOPMENT TRACT A2, CALDERA SPRING, PHASE A LOCATED IN THE SOUTH ONE-HALF (1/2) OF THE NORTHEAST ONE -QUARTER (1/4) AND THE SOUTH ONE-HALF (1/2) OF SECTION 17, TOWNSHIP 20 SOUTH, RANGE 11 EAST WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SEPTEMBER 2022 247-22-000183-TP CURVE TABLE CURVE NO. LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C51 179.65' 430.00' 23'56'18" 178.35' N72'22'33"E C52 296.16' 1070.00' 15'51'32" 295.22' N07'48'19"W C53 445.18' 530.00' 48'07'36" 432.2l' N08' 19'43"E C54 220.57' 1070.00' 11'48'39" 220.18' N05'46'53"W C55 64.29' 910.00' 4'02'52" 64.27' S09'39'47"E C56 75.60' 1070.00' 4'02'53" 75.58' N13*42'39"W C57 64.29' 910.00' 4'02'53" 64.28' S13'42'39"E C58 95.50' 530.00' 1 O' 19'25" 95.37' N06'47'24"W C59 124.74' 690.00' 10*21'30" 124.57' S06'48'41 "E C60 95.49' 530.00' 10' 19'23" 95.36' NO3'32'00"E C61 124.74' 690.00' 10*21'29" 124.57' S03'32'49"W C62 34.99' 530.00' 3'46'59" 34.99' N13'50'36"W C63 45.10' 690.00' 3'44'39" 45.08' S13'51'45"E C64 95.53' 530.00' 10' 19'39" 95.40' N 13'51'31 "E C65 124.78' 690.00' 10*21'41" 124.61' S13'54'24"W C66 123.67' 530.00' 13'22'10" 123,39' N25'42'26"E C67 30.86' 690.00' 2'33'46" 30.86' S20'22'08"W C68 310.91' 1130.00' 15'45'52" 309.93' S07'51'09"E C69 394.78' 470.00' 48'07'36" 383.28' S08'l9'43"W C70 41.54' 430.00' 5'32'05" 41.52' S84'52'58"E C71 172.08' 370.00' 26'38'52" 170.54' N84'33'38"E C72 41.49' 1130.00' 2'06'l3" 41.49' S01'01'20"E C73 102.82' 1130.00' 5' 12'48" 102.78' SO4'40'50"E C74 307.57' 1290.00' 13'39'39" 306.84' N08'54'16"W C75 260.39' 310.00' 48'07'36" 252.80' N08'19'43"E C76 117.38' 1290.00' 5'12'48" 117.34' N04'40'50"W C77 102.82' 1130.00' 5'12'48" 102.78' S09'53'39"E C78 117.38' 1290.00' 5'12'48" 117.34' N09'53'39"W C79 63.78' 1130.00' 3'14'02" 63.77' S14'07'04"E C80 72.81' 1290.00' 3'14'02" 72.80' N14'07'04"W C81 33.19' 310.00' 6'07'59" 33.17' N12'40'06"W C82 50.31' 470.00' 6'07'59" 50.28' S12'40'06"E C83 133.00' 470.00' 16'l2'49" 132.56' S01'29'42"E C84 87.72' 310.00' 16*12'49" 87.43' N01'29'42"W C85 133.00' 470.00' 16*12'49" 132.56' S14*43'07"W C86 87.72' 310.00' 16' 12'49" 87.43' N 14'43'07"E C87 78.47' 470.00' 9'33'59" 78.38' S27'36'31 "W C88 51.76' 310.00' 9'33'59" 51.70' N27'36'31 "E C89 187.43' 330.00' 32'32'35" 184.92' N83' 16'43"W C90 124.42' 220.00' 32*24'16" 122.77' N83'20'52"W C91 150.08' 90.00' 95'32'35" 133.28' S31'29'51 "W C92 385.59' 116.00' 190'27'12" 231.04' N05'30'15"W C93 88.77' 30.00' 169'32'48" 59.75' N05'30'15"W C94 186.15' 56.00' 190*27'12" 111.53' S05'30'151 C95 69.45' 90.00' 44'12'50" 67.74' S05'49'59"W C96 59.28' 90.00' 37'44'27" 58.22' S46'48'37"W C97 21.35' 90.00' 13'35' 19" 21.29' S72028'30"W C98 5.76 116.00 2 50 43 5.76 S80 41 30 W C99 66.10' 116.00' 32'39'04" 65.2l' N81'33'36"W C100 66.10' 116.00' 32'39'04" 65.2l' N48'54'33"W DESCHUTES =my VJMMYOR 1= of it L023 By* co I li s CURVE TABLE CURVE NO. LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C101 66.10' 116.00' 32'39'04" 65.21' N16*15'29"W C102 66.10' 116.00' 32'39'04" 65.21' N16'23'35"E C103 66.10' 116.00' 32'39'04" 65.21' N49'02'38"E C104 49.30' 116.00' 2421'11" 48.93' N77'32'45"E C105 55.07' 90.00' 35'03'40" 54.22' S72'44'49"E C106 177.55' 60.00' 169'32'48" 119.50' N05'30'15"W C107 120.44' 60.00' 115'00'52" 101.22' S21'45'43"W C108 57.1 l' 60.00' 54'31'56" 54.97' S63'00'41 "E C109 285.87' 86.00' 190*27'12" 171.28' S05'30'151 C110 406.82' 300.00' 77'41'47" 376.36' S61'52'55"E C111 66.56' 300.00' 12'42'41" 66.42' S29'23'22"E C112 340.26' 300.00' 64'59'06" 322.31' S68'14'16"E C113 131.69' 400.00' 18'51'47" 131.09' N69'50'181 C114 261.64' 400.00' 37'28'40" 257.01' N79'08'44"E C115 193.81' 400,00' 27'45'39" 191.92' N74'17'141 C116 67.84' 400.00' 9'43'01" 67.76' S86'58'26"E C117 186.04' 400.00' 26'38'52" 184.37' N84'33'38"E C118 332.52' 1100.00' 17'19'12" 331.25' N07'04'29"W C119 419.98' 500.00' 48'07'36" 407.75' N08'19'43"E C120 225.72' 300.00' 43'06'31" 220.43' N77'59'45"W C121 30.03' 300.00' 5'44'04" 30.01' S59'18'32"E C122 195.69' 300.00' 37'22'27" 192.24' S80'51'47"E C123 141.39' 250.00' 32*24'16" 139.51' N83'20'52"W C124 321.54' 470.00' 39'11'50" 315.30' SO4'32'57"W C125 194.09' 470.00' 23'39'38" 192.71' S35'58'40"W C126 5.97' 280.00' 1'13'18" 5.97' N81'03'38"E C127 203.76' 270.00' 43'14'18" 198.95' S77'55'52"E C128 4.76' 330.00' 0'49'37" 4.76' S80'51'48"W REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 18,1980 DAVID W. MILLS 01915 EXPIRES 12-31-22 LINE TABLE LINE NO. LENGTH BEARING L1 122.32' S79' 16' 11 "W L2 234.31' N83'39'171 L3 60.01' S32'23'31 "W L4(R2)* 60.00' N22'51'16"E L5(R2)* 28.15' N71'14'25"E L6(R2)* 60.00' N18'45'35"W L7(R2)* 20.00' S71'14'25"W L8(R2)* 19.58' N10'46'24"W L9(R2)* 20.00' N79'13'36"E L10 54.21' S71'14'12"W L11 54.2l' N7l'l4'12"E L12 54.21' N71'14'121 L16 122.32' N79' 16' 11 "E y CS 2 101 1 -