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HomeMy WebLinkAboutSurvey 21508RECORD OF SURVEY PRE -CONSTRUCTION RECORD OF SURVEY SOUTH CENTURY DRIVE CORRIDOR PROJECT - HUNTINGTON ROAD LOCATED IN THE SOUTHEAST 1/4 OF SECTION 19, THE SOUTHWEST 1/4 OF SECTION 20, AND THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 29, TOWNSHIP 20 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SHEET INDEX SHEET 1) CONTROL TABLE, SECTIONAL MONUMENTS, LEGEND, SURVEY AND DOCUMENT REFERENCES, DEDICATION AND VACATION DETAIL SHEET 2-6) SOUTH CENTURY DRIVE, HUNTINGTON ROAD (PENGRA ROAD), SOUTH CENTURY DRIVE (THOLSTRUP COUNTY ROAD), LEGEND, CURVE AND LINE TABLES, SURVEY NARRATIVE, FOUND MONUMENT TABLE LEGEND A SET PARAME RIX CONTROL AS NOTED IN 'CONTROL TABLE' FOUND MONUMENT AS NOTED IN 'FOUND MONUMENTS TAKE', HELD UNLESS OTHERWISE NOTED ❑ CALCULATED POINT AS NOTED, HELD UNLESS OTHERWISE NOTED FOUND SECTION CORNER AS DESCRIBED IN 'FOUND MONUMENTS TABLE'; HELD FOUND QUARTER SECTION CORNER AS DESCRIBED IN 'FOUND MONUMENTS TABLE-; HELD (R RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE ® MONUMENT NUMBER. SEE TABLE SHEET ® CONTROL NUMBER. SEE TABLE SHEET LIST. NO. INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS DCSO DESCHUTES COUNTY SURVEYOR'S OFFICE DOOR DESCHUTES COUNTY OFFICIAL RECORDS DCRD DESCHUTES COUNTY ROAD DEPARTMENT PP NO PARTITION PLAT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS IR IRON ROD P IRON PIPE YPC YELLOW PLASTIC CAP RPC RED PLASTIC CAP * CALCULATED MEASUREMENT t' 1 PARAMETRIX CONTROL TABLE POINT NO. NORTHING EASTING ELEVATION DESCRIPTION 1 299932.75 3257828.53 4176.06 SET MAG NAIL W/ 1-1/4' WASHER 'PARAMETRIX' 2 299508.98 3257696.23 4176.18 SET 5/8' IR W/ RPC 'PARAMETRIX CONTROL' 3 299159.43 3257638.84 4176.12 SET MAC NAIL W/ 1-1/4- WASHER 'PARAMETRIX' 4 298847.86 3257492-49 4175.50 SET 5/8' IR W/ RPC 'PARAMETRIX CONTROL' 5 298364.23 3257309.30 4175.08 SET MAG NAIL W/ 1-1/4' WASHER 'PARAMETRIX' 6 298796.79 3257096.68 4174.83 SET MAG NAIL W/ 1-1/4' WASHER 'PARAMETRIX' 7 298957.97 3256601.14 4168.98 SET 5/8' IR W/ RPC 'PARAMETRIX CONTROL' 8 299107.47 3256103.96 4170.18 SET MAG NAIL W/ 1-1/4- WASHER 'PARAMETRIX' 9 298965.52 3257319.20 4174.55 SET 5/8' IR W/ RPC 'PARAMETRIX CONTROL' 3-ZG -ZcrzS REGISTERED PROFESSIONAL OREGON JULY 11, 2023 COREYPACHECO 101863 EXPIRES: 12-31-2026 APPROXIMATE CENTERLINE 1931 H.G. THOLSTRUP ROAD APPROXIMATE CENTERLINE 1910 H.G. THOLSTRUP ROAD SHEET 5 Q$ SOUTH CENTIM P.44'CEL 2 S PS 5+15.35 7R40T,4 ,� RY ph, ❑7 SHEET 6 � W� 1�R(N89'26'41'E 129244)(R1)(RE) 4 O (N8T26'41'E 1292.401(R11/12) T T20S Ski ll R 1�9 R. OMAN PLS702 �O 1982 D60�G� Q 1�1 1 1 v �• VACATION PER RI DEDICATION PER RF — VACATION PER RJ i o t� CALCULATED E 1/16 a: SECTION 19 PER (RE) j SEE NARRATIVE k X N:298783.20' O� �5 E:3255587.34' _ V J LAZY RIVER WEST DEDICATION PER RG HUNTINGTON - S. CENTURY BEGIN 0+00 ° G 1304 W 16 STATUTORY IYARR4NlY D® �VST. p �� C S20 C NO.. 1998-01696 �' 1984 LS 1020 STATUTORY WARR4V7Y DEED /NST. NO. 19Z--01905 SHEEP 4 S8934 20'IN 129245LUL f BASIS OF BEARINGS SECTION CORNER TO 1/4 CORNER FONT S - S89'34 20'W 2584.90 �' T20S'G� i (N89'24'08'E 2585.20')(R4) 19 .120 30 1 29 PARCEZ I R. OMAN PLS70 1982 1 N SCALE 300 0 150 300 600 (FEET) 1 INCH = 300 FEET Lo N O co i � � O N h � 1 �' 1302 SHEET 2 ot, Z U m HUNTINGTON - S. CENTURY PC 16+53.68 o HUNTINGTON- S. a NTURY PT 20+70.61 ❑NA �Q ri ILa rn N O O N Lo Of M o N � _N 10 N Of N O 0 co 0 N W co 0 io M 0 0 z ®. (646.90)(R3) (680.03')(R3) (646.86)(R8) 679.95' _ 647.05' 1207 / S8T47'47'E 1327.00' i __- z PARCEL 1 (1202-1207) (S8T55'24'E 1326.93')(R3) � (N89'S5'24'W 1326.50')(R5) W SHEET 3 (S8T45'40'E 1327.15')(R6) °�DPAflCg I (S8T55'10'E)(R8) /MIST. N0. 2020-47285 �a QQ QQ �O STATUTORY NARR4WY D® PARCEL 2 l KST. N0. 2022 2.54M � J? 6v PARCEZ 1 v STATUTORY WARRANTY /NST. NO 202_T--2.34J5 STATUTORY JYM940v A2V HUNT�IGTON - S. CENTURY, END 39+18.84 BASIS OF BEARING BEARINGS FOR THIS SURVEY WERE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), DERIVED FROM THE OREGON REAL-TIME GNSS NETWORK (ORGN), DESCHUTES 13 TRANSFORMATION. THE BEARING BETWEEN THE SOUTHEAST SECTION CORNER (1202) AND SOUTH ONE -QUARTER (S1/4) CORNER (1220) OF SECTION 19 IS SOUTH 8T34'20' WEST (AS SHOWN ON THIS SHEET). SURVEY REFERENCES 1) RECORD INFORMATION PER 'LAZY RIVER TRACTS' (UNRECORDED), BY JAMES E. BUSSARD, FILED SEPTEMBER 12, 1966, CS07969 DCSO 2) RECORD INFORMATION PER 'PLAT OF LAZY RIVER WEST', BY JAMES E. BUSSARD, FLED JULY 27, 1967, PLAT CABINET A. PAGE 151, DCOR, CS07996 DCSO 3) RECORD INFORMATION PER 'LAZY RIVER TRACTS' (UNRECORDED), BY NORMAN A NEWTON, FILED SEPTEMBER 18, 1967, CSO4526 DCSO 4) RECORD WFORMATION PER CSO4455, BY R. BURTON, FILED JULY 1, 1969, DCSO 5) RECORD INFORMATION PER CSO4524, BY EDGAR W. GRAVES, FILED MAY 10, 1973, DCSO 6) RECORD INFORMATION PER 'CADASTRAL SURVEY NO. 3-1 , BY GEORGE COLVIN, FILED JANUARY 21, 1985, CSO4418 DSCO 7) RECORD INFORMATION PER "VANDEVERT RANCH PHASE 17, BY DAVID K. BATEMAN, FILED DECEMBER 31, 1991, PLAT CABINET C, PAGE 604, DCOR, CS10305 DCSO 8) RECORD INFORMATION PP NO 1993-14, BY RAYMOND E. OMAN, FILED MARCH 4, 1993, CS11400 DCSO 9) RECORD INFORMATION PER CS11442, BY SCOTT C. FRESHWATERS, FILED MAY 6, 1993, DCSO 10) RECORD INFORMATION PER CS12369, BY DAVID K. BATEMAN, FILED NOVEMBER 2, 1995, DCSO 11) RECORD INFORMATION PER CS15979, BY GLENN J. EASTMAN, FILED JULY 23, 2004, DCSO 12) RECORD INFORMATION PER CS16128, BY GLENN J. EASTMAN, FILED OCTOBER 21, 2004, DSCO 13) MONUMENTATION RECORDS PER CS18323, BY MICHAEL J. BERRY, FILED OCTOBER 20, 2011 DOCUMENT REFERENCES A) RECORD INFORMATION PER SURVEYOR'S REPORT FOR THE H.G. THOLSTRUP ROAD, BY DEPUTY COUNTY SURVEYOR R.L. BREWSTER, RD01179, RECORDED SEPTEMBER 6, 1910, FILED AS RD01179 DCRD B) RECORD INFORMATION PER H.G. THOLSTRUP ROAD, LITTLE RIVER CROSSING REVISION, BY ROBERT B. GOULD, DESCHUTES COUNTY SURVEYOR, RDO2227, DATED MAY 3, 1930, DCRD C) RECORD INFORMATION PER FIELD NOTES OF VANDEVERT ROAD AND THOLSTRUP BY ED RISEN, DESCHUTES COUNTY SURVEYOR, RDO3797, DATED MARCH 25, 1957, DCRD D) RECORD INFORMATION PER SURVEY OF THOLSTRUP ROAD, AS SURVEYED BY ED RISEN, RD01793, DATED MARCH 28, 1957, DCRD E) RECORD INFORMATION PER UNTITLED WORKSHEET, RD01794, CIRCA 1973, DCRD F) RECORD INFORMATION PER DEED OF DEDICATION, TO DESCHUTES COUNTY, RECORDED JULY 16, 1973 IN VOL. 197, PACE 272, DCOR G) RECORD INFORMATION PER DEED OF DEDICATION, TO DESCHUTES COUNTY, RECORDED JULY 16, 1973, IN VOL 197, PAGE 273-274, DCOR H) RECORD INFORMATION PER DEED OF DEDICATION, TO DESCHUTES COUNTY, RECORDED JULY 16, 1973, IN VOL 197, PAGE 275-276, DCOR 1) RECORD INFORMATION PER WARRANTY DEED, TO FORT LARAMIE WEST INVESTORS, RECORDED AUGUST 12, 1974, IN VOL 209, PAGE 638, DCOR J) RECORD INFORMATION PER VACATION ORDER NO. 2005-013, RECORDED MARCH 28, 2005 AS CJ 2005-579, AND AS INSTRUMENT NUMBER 2005-20495, DOOR � 1 Oy ofL?_oz;Llll1_0`O cn N 4" 0 co cs 1,5os- PARAMETRIX CONTROL TABLE POINT NO. NORTHING FASTING ELEVATION DESCRIPTION STATION OFFSET 1 299932.75 3257828.53 4176.06 SET IN NAIL W/ 1-1/4' WASHER 'PARAMETRIX' 18+37.60 L 12.91 I (.n m m cn rr! ml P S14-16.13,t 141613*Y S14.16. SpJ� 03 CURVE TABLE CURVE NO. LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING Cl (117) 986.02' (988.19') 8564.37' (8564.37) 6*3547' (6-36.401 985.47' - S13'2357'W - C2 (R7)(R1O) 989.47' (991.66') 8594.37' (8594.37) 635'47' (6-36.401 988.92' (991.101 S13'23'57'W (SI 48'20'W) C3 992.92' 8624.37' 635'47' 992.38' S13'23'57'W C4 419.12' 5759.58' 410'10" 419.03' S1711'O8'W C5 (RC)(RD) 416.94' (405.00') 5729.58' 5729.58') 410'10' (410'10' 416.85' - S12'11'08'W - C6 414.75' 5699.58' 4'10'10' 414.66' S1211'08'W C40 (R7) 191.69' (192.74') 8564.37' (8564.37') 1'16'57' (1-17'22' 191.69' (192.741 S16'03'22V (S1527'59'W) C41 (R7) 209.63' (210.69') 8624.37' (8624.37') 1'2334' (1-23-591 209.62' (210.69') S16'00'04'W (S1524'41'W) C43 (R9) 751.94' (751.96') 8564.3T (8564.29') 5'01'50' (5701.501 751.70' (751.721 S1253'59'W (S12'49'03'W) C45 42.38' 8564.37' 0'17'01' 42.38' S10'14'34'W C49 788.81' 8594.37' 515'31' 788.53' S12'43'49'W C50 (R7) 200.66' (201.72') 8594.37' (8594.37') 1*20'16' (1-20'411 200.66' (201.721 S16'01'43'W (S15'26'22'W) C51 783.30' 8624.37' 5-12'14' 783.03' S1742'10'W RECORD OF SURVEY PRE -CONSTRUCTION RECORD OF SURVEY SOUTH CENTURY DRIVE CORRIDOR PROJECT - HUNTINGTON ROAD LOCATED IN THE SOUTHEAST 1/4 OF SECTION 19, THE SOUTHWEST 1/4 OF SECTION 20, AND THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 29, TOWNSHIP 20 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON �)n NOO'36'080E 2644.57'(S00'2926'W 2644.33')(R5)(S00'29'40'W)(R9) 1302 LINE TABLE LINE NO. LENGTH BEARING L13 108.22' S16'41'51'W (R7) - (S16'06'40'W) L14 108.22' S16'41'58'W (R7) - (S16'06'40'W) L15 108.22' S16'41'51'W (117) (107.251 (S16'06'40'W) L16 81.09' N89'57'O97E (R7) (81.03) (N89'20'36'E) (R9) (81.031 (N89'49'06'E) L17 99.56' S10'06'03'W (R10) (98.421 (S09'30'00'W) L18 495.28' S10'06'03'W (R7)(R10) (496.38) (S09'30'00'W) (R5) (282.941 (S10*05'14'W) (RC)(RD) (239.311 (S1O'38V) L19 495.28' N16'41'517E (R7)(R10) (496.38) (Sl6'06'4OX (R5) (282.94) (S13'31'35'W) (RC)(RD) (239.311 (S15'25'W) L21 208.56' S1All 6'13'W (RC)(RD) (202.6) (S14'16'W) L23 208.56' S10'06'03-W (RC)(RD) (202.6') 1 (S10'13'W) LEGEND SET PARAMETRIX CONTROL AS NOTED IN 'CONTROL TABLE' FOUND MONUMENT AS NOTED IN 'FOUND MONUMENTS TABLE% HELD UNLESS OTHERWISE NOTED ❑ CALCULATED POINT AS NOTED, HELD UNLESS OTHERWISE NOTED FOUND MONUMENTS TABLE POINT NO. NORTHING EAS71NG DESCRIPTION STATION OFFSET 1207 298788.14 3258206.75 FOUND 2-1/2' BRASS CAP PER OCRR 0530 - - 1208 298787.59 3258207.62 FOUND 5/8' IR PER UNKNOWN ORIGIN - - 1300 300275.17 3257848.95 FOUND 5/8' IR PER CS12369 . 14+97.29 R 30.00 1301 300699.76 3257985.70 FOUND 5/8- IR W/ 1-1/2' ILLEGIBLE ALUMINUM CAP PER CS11442 10+55.14 � 30.05 1302 300700.04 3258226.67 FOUND 5/8' IR W/ 1-1/2' AL CAP ILLEGIBLE PER CS11442 - - 1303 301432.49 3258153.49 FOUND 5/8- IR W/ YPC 'DEA INC' PER VANDERVERT RANCH PHASE 1 3+00.57 L 30.03 1304 301432.56 3258234.54 FOUND 2-1/2' BRASS CAP PER OCRR 0527 - - 1305 301432.62 3258090.30 FOUND 5/8- IR W/ ILLEGIBLE YPC PER VANDERVERT RANCH PHASE 1 3+17.18 R 30.94 1306 301617.67 3258206.80 FOUND 5/8' R W/ YPC 'DEA INC' PER VANDERVERT RANCH PHASE 1 1+07.19 L 30.03 1307 301720.36 3258237.53 FOUND 5/8' IR PER VANDERVERT RANCH PHASE 1 0+00 L 30.00 1354 301150.92 3258035.43 FOUND 2' AL CAP DESCHUTES COUNTY SURVEYORS OFFICE' PER CS18323 6+02.95 R 14.26 1355 301432-43 3258122.36 FOUND 2' AL CAP ODESCHUTES COUNTY SURVEYORS OFFICE' PER CS18323 3+08.90 L 0.03 1450 300336.56 3257504.38 FOUND 5/80 IR PER CS12369 - - 1451 300631.94 3257557.05 FOUND 5/8' IR W/ YPC 'DEA INC' PER CS12369 - - /.JL.Z)b (/SLSb)(K9) FOUND SECTION CORNER AS DESCRIBED IN 'FOUND MONUMENTS TABLE'; HELD No" FOUND QUARTER SECTION CORNER AS DESCRIBED IN 'FOUND MONUMENTS TABLE'; HELD (RI) RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE MONUMENT NUMBER. SEE TABLE SHEET WR CONTROL NUMBER SEE TABLE SHEET IN9. NO. INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS DCSO DESCHUTES COUNTY SURVEYOR'S OFFICE DCOR DESCHUTES COUNTY OFFICIAL RECORDS DCRD DESCHUTES COUNTY ROAD DEPARTMENT PP NO. PARTITION PLAT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS IR IRON ROD P IRON PIS YPC YELLOW PLASTIC CAPCOUNTYSMWEYOR RPC RED PLASTIC CAP CALCULATED MEASUREMENT , , Q Bye C. 6 E SCALE IN FEET 0 100 200 1304 G�`m^� � �1 d �v �� o d WESTERLY 0.95' FROM ROW, NOT HELD �1 +�8 � BI E32� 2632 N coi.o I (S00'01'43'W 287.87')(R7/10) 1307 3 -zCP -Zoz s REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 11, 2023 COREY PACHECO 101863 EXPIRES: 12-31-2026 cs Z1 Sos_ RECORD OF SURVEY PRE -CONSTRUCTION RECORD OF SURVEY SOUTH CENTURY DRIVE CORRIDOR PROJECT - HUNTINGTON ROAD LOCATED IN THE SOUTHEAST 1/4 OF SECTION 19, THE SOUTHWEST 114 OF SECTION 20, AND THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 29, TOWNSHIP 20 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON I I=r,[=rvn SET PARAMETRIX CONTROL AS NOTED IN 'CONTROL TABLE' FOUND MONUMENT AS NOTED IN 'FOUND MONUMENTS TABLE ; HELD UNLESS OTHERWISE NOTED ❑ CALCULATED POINT AS NOTED, HELD UNLESS OTHERWISE NOTED FOUND SECTION CORNER AS DESCRIBED IN 'FOUND MONUMENTS TABLE'; HELD /41me FOUND QUARTER SECTION CORNER AS DESCRIBED IN 'FOUND MONUMENTS TABLE'; HELD (Rf) RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE ® MONUMENT NUMBER. SEE TABLE SHEET ® CONTROL NUMBER. SEE TABLE SHEET 1W. NO. INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS DCSD DESCHUTES COUNTY SURVEYOR'S OFFICE DCOR DESCHUTES COUNTY OFFICIAL RECORDS DCRD DESCHUTES COUNTY ROAD DEPARTMENT PP NO. PARTITION PLAT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS R IRON ROD P IRON PIPE YPC YELLOW PLASTIC CAP RPC RED PLASTIC CAP 0 CALCULATED MEASUREMENT PARAMETRIX CONTROL TABLE POINT NO. NORTHING EASTING ELEVATION DESCRIPTION STATION OFFSET 2 299508.98 3257696.23 4176.18 SET 5/8' IR W/ RPC 'PARAMETRIX CONTROL' 22+80.44 R 15.60 3 299159.43 3257638.84 4176.12 SET MAG NAIL W/ 1-1/4' WASHER 'PARAMETRIX' 26+33.36 L 14.94 5 298364.23 3257309.30 4175.08 SET MAG NAIL W/ 1-1/4' WASHER-PARAMETRIX' 11 34+97.63 L 13.36 LINE TABLE LINE NO. LENGTH BEARING L29 84.55' S1416'13'W 00 84.55' I S30'26'43'W PARAMETRIX CONTROL TABLE POINT NO. NORTHING EASTING ELEVATION DESCRIPTION STATION (S CENTURY) OFFSET (S. CENTURY) STATION (HUNTINGTON) OFFSET (HUNTINGTON) 4 298847.86 3257492.49 4175.50 SET 5/8' IR W/ RPC-PARAMETRIX CONTROL' 33+25.38 L 28.34 29+71.39 R 50.09 9 298965.52 1 3257319.20 1 4174.55 SET 5/8- IR W/ RPC-PARAMETRIX CONTROL' 31+56.46 L 152.20 29+00.07 R 247.03 CURVE TABLE CURVE NO. LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C7 176.44' 625.00' 16'10'30- 175.86' S2721'28'W (R3) - (625.001 (16-10.301 - - C8 167.97' 595.00' 16'1030' 167.427 S2721'281W (R1) - (595.00') (16-10-301 - - C9 111.53' 565.00' 11'18'35' 111.35' S24'4726'W (R1) (111.37') (565.00') - (111.19.) (S2440'11-W) C10 138.60' 3180.57' 729'48- 138.59' S29'11'49'W (113) (138.60') (3180.571 (2'29'481* (138.581 (N2TO4'06.0 (R8) (138.54') (3180.57') (729'451 (138.53) (N2T03'127E) C14 139.90' 3210.57' 729'48' 139.89' S2T11'49'W (R1) - (3210.5T) - - - C15 141.21' 3240.41' 72949- 141.20' S29'11'49'W (R1) I - (3240.571 - - - o/ -, o0 00 00 1200 o 00 CURVE TABLE CURVE NO. LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C46 7.28' 595.00' 0'42'02- 7.28' N 14.37' 14'E C47 31.51' 625.00' 753'19' 31.51' N15 42'537E C48 160.69' 595.00' 1 15'28'27' 160.21' N2742'30'E C18 (R3) (R8) 144.93' (145.02') (145.08') 625.00' (625.00') (625.001 1,T17'110 - 13'17'581 144.61' (144.69') (144.75) S23'48'08'W (N23'40'10'E) (N23'42'02-E) 58�,Ss4 3 P� �3� s8�ss• Ttj F`�`92. �yo SROY DO TA1�� W p � S T ND �99A)Rl r'p49 / PARS�go _ SCALE IN FEET 0 80 16019� P STATUTO VO �y 00 p26 ,9g �/ O Ip�NG , g r�1�� 202 jj51�R11 "�1 ONV-0P°9 l a�l�Ral 0 �p1 �V, S�i6 N`1 y I� DEID A STD X. 2D?2 25 / 1ti15��ltR� PP 4 ° \ 44 ti 6til PAS 2 REGISTERED PROFESSIONAL OREGON JULY 11, 2023 COREYPACHECO 101863 EXPIRES: 12-31-2026 o 0 / sF 0 . F�. 9' PARM t / ©A G1Q_O/ 1`O Dc'�6 COUNTY SMVEY]OR 1 e Ol zJ ZS BY: i co h �S �y J / G� 5• 0� �o Mo- � OFF J � Ge. pEf� �,gRGAIN� 2 -0 1103 �T N �589¢SF�31? ¢>F �OF �SJ�� �?.Op, ?` 6� ps- � ss7pF?�'sp pJ��sJ J��J J��BJ FOUND MONUMENTS TABLE POINT NO. NORTHING EASTING DESCRIPTION STATION OFFSET 1200 298777.01 3257146.36 FOUND 5/8- IR BENT NW, TIED AT POE PER CS07969 - - 1203 298727.35 3257536.15 FOUND 3-1/2' BRASS CAP IN CONCRETE PER NGS PBO239 30+73.12 L 29.,71 1204 298430.59 3257297.98 FOUND 5/8- IR PER CS07969 34+46.16 R 30.03 1205 298791.36 3257560.27 FOUND 5/8- IR PER CSO4526 30+07.97 L 30.27 1206 298658.16 3257501.29 FOUND 1/2' IR PER CSO4526 31+46.95 L 29.94 1207 298788.14 3258206.75 FOUND 2-1/2' BRASS CAP PER OCRR 0530 - - 1208 298787.59 3258207.62 FOUND 5/8' IR PER UNKNOWN ORIGIN - - 1211 298251.33 3257192.67 FOUND 5/8' IR PER CS07969 36+54.06 R 29.98 1212 298143.54 3257129.41 FOUND 5/8' IR PER CS07969 37+79.04 R 29.90 1213 297992.33 3257113.52 FOUND 1/2' IR PER CSO4526 39+18.80 L 30.00 1214 298113.31 3257181.06 FOUND 1/2' IR PER CSO4526 37+78.93 L 29.94 1215 298391.31 3257344.45 FOUND 1/2' IR PER CSO4526 34+56.48 L 29.94 1221 298688.62 3257449.54 FOUND 5/8' IR PER CS07969 31+46.91 R 30.11 N8T55'43'E cb 4 �c Chi Jcz-�_ h /cm S8T55'43'WCIV O 1 0 �� NCV N ^.'cb O s o i Cb 4 N DETAIL C4 SCALE: 1' = 30' 1208 BEARS S58'06'03*E 1.03' FROM 1/16 CORNER (1207); NOT HELD; D(AGGERATED TO SHOW DISTANCE a N cm 0 cc CS 2150$v NOTE: STATIONS AND OFFSETS PER THIS TABLE ARE FOR HUNTINGTON ROAD (PENGRA ROAD) AND SOUTH CENTURY DRIVE RECORD OF SURVEY PRE -CONSTRUCTION RECORD OF SURVEY SOUTH CENTURY DRIVE CORRIDOR PROJECT - HUNTINGTON ROAD LOCATED IN THE SOUTHEAST 1/4 OF SECTION 19, THE SOUTHWEST 1/4 OF SECTION 20, AND THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 29, TOWNSHIP 20 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON C32 1357 C37 i PCS 15+47.94 N:229149.32 E:3255764.42 ILCALCULATED E 1/ 16 SECTION 19 SPIRAL CURVE Ls = 400.00' (400.00)(RE) A = W00'00' (20T00'00j(RE) TS = 487.51'(487.42)(RE) A = 2.5 (2.5)(RE) Sc � o EN rtj . "7_9* j 1210 - 19 20 S8T47'47"E 104.81' 30 29 (N8T55'24"E 103.691(R1) 1202 PARCEL 1 PT 19+47.94 N:299077.23 \ E:3256155.67 29654, 0 C34 DEDICAT/OV VOL 1AV.=197PG278(RHJ CURVE TABLE CURVE NO. LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C11 (Rl) 207.46' (207.46')* 620.00' (620.00')* 19'10'20" (19-10-201 206.50' (206.50')* S82'29'070E (S8736'001E C12 (R1) 197.42' (197.42')* 590.00' (590.00') 1 T 101200 (lTlO'20' 196.51' (196.51)* S8729'070E (S82'36'007E)* C13 187.39' 560.00" 1TIO'20" 186.51' S8729'077E C16 (Rl) 163.21' (164.25') 620.00' (620.00')* 15'04158" (1510'441 162.74' (163.77') S84 31'48"E (S84'35'48"E) C17 (R1) 44.25' (43.211 620.00' (620.00')* 4 05'22" (3'59'351* 44.24' (43.201 S74'56'38"E (S75'00'37"E) C34 (RE/H) 313.67' (313.621 898.46' (898.46) 20-00'11' (20'00'00' 312.08' (312.031* N8753'56"W (N83'00'50'W)* 1209 C13 DETAIL 'B' SCA- 1' = 3w N o 0 C12 C/7 L-t44•25' PI 28+79.34 A o 1201 N:298803.34 6 0 E: C16 L-�3.2i 3257045.90 C11 S7,47UTORY IYARR4N7Y DEED XT. NO. 202.-2MLU PARCEL 1 FOUND MONUMENTS TABLE POINT NO. NORTHING EASTING DESCRIPTION STATION OFFSET 1200 298777.01 3257146.36 FOUND 5/8" IR BENT NW, TIED AT POE PER CS07969 29+76.93 R 29.95 1201 298792.71 3256983.53 FOUND 1/2" IR PER CS07969 28+20.80 R 30.00 1202 298792.85 3256879.76 FOUND 2-1/2" BRASS CAP PER OCRR 0523 27+23.63 R 58.89 1209 298862.86 3256958.88 FOUND 1/2" IR PER UNKNOWN ORIGIN 27+78.67 L 31.30 1210 298803.34 3256941.52 FOUND 1/2" IR LAYING FLAT ON GROUND PER CS07969 27+79.57 R 30.70 1224 299070.39 3256075.88 FOUND 7/8" IR PER KERN 1973 (FBL03731 DCRD) 18+73.33 1 R 29.70 26' i 3000' (29.559(iV,2'S3,57'16 120 S, C 57OW 831 FNTvRy 's DR jVe r 5ow 8 1 8) N7, Ir y tsT �(RE) (N73005357*W 120 O RU PARCEL 2 (N/3'00, � 1202 656 p ITO 7� 7R4C7A 12D5.��QR�,i 906 02, J STA7L0W W.4RRfW7Y DEED ATT. NO. 202--2.3 J5 LINE TABLE LINE NO. LENGTH BEARING L38 99.64' S8755'43'W L39 99.64' N72'53'57"W (N8T26'41"E 1292.44)(R1)(RE) (N8T26'41-E 1292.40')(Rll/12) S8T34'20"W 1292.45' PARCEL 1 S8T55'43'W S8T55'43"W 1200 LEGEND 0 SET PARAMETRIX CONTROL AS NOTED IN "CONTROL TABLE" FOUND MONUMENT AS NOTED IN "FOUND MONUMENTS TABLE', HELD UNLESS OTHERWISE NOTED ❑ CALCULATED POINT AS NOTED, HELD UNLESS OTHERWISE NOTED FOUND SECTION CORNER AS DESCRIBED IN "FOUND MONUMENTS TABLE%- HELD voldhow FOUND QUARTER SECTION CORNER AS DESCRIBED IN "FOUND MONUMENTS TABLE HELD (Ri) RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE ® MONUMENT NUMBER. SEE TABLE SHEET ® CONTROL NUMBER. SEE TABLE SHEET MT. NO. INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS DCSO DESCHUTES COUNTY SURVEYOR'S OFFICE DOOR DESCHUTES COUNTY OFFICIAL RECORDS DCRD DESCHUTES COUNTY ROAD DEPARTMENT PP NO. PARTITION PLAT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS R IRON ROD P IRON PIPE YPC YELLOW PLASTIC CAP RPC RED PLASTIC CAP CALCULATED MEASUREMENT PARAMETRIX CONTROL TABLE POINT NO. NORTHING EASTING ELEVATION DESCRIPTION STATION OFFSET 6 298796.79 3257096.68 4174.83 SET MAG NAIL W/ 1-1/4" WASHER "PARAMETRIX" 29+28.79 R 10.40 7 298957.97 3256601.14 4168.98 SET 5/8" IR W/ RPC 'PARAMETRIX CONTROL" 24+08.78 L 17.01 8 299107.47 3256103.96 4170.18 SET MAG NAIL W/ 1-1/4" WASHER "PARAMETRIX' 18+89.71 L 13.84 9 298965.52 3257319.20 4174.55 SET 5/8" IR W/ RPC "PARAMETRIX CONTROL" 31+56.46 L 152.20 SEE DETAIL 'B' THIS SHEET 0 o PT 27+79.70 ~' N:298832.64 BEARS N21'28'56Y 1.66' E:3256950.66 NOT HELD o 0 PC 29+77.13 1209 N:298806.94 I E:3257145.48 C13 L-187.39' Gy2 L=197.42' 19120 1210 --A= 29 30 1201 C111_207.46' I DESTROYED, NOT HELD � 1200 HELD FOR ROW, BEARS NORTH 0.22' FROM SECTION LINE STATUTORY #MR4WYA9V /MIST. NO 202-2.74.5 PARCEL 1 3_Z' (p-zozS REGISTERED PROFESSIONAL LAND SURVEYOR N OREGON SCALE IN FEET JULY 11, 2023 COREY PACHECO O HO 160 101863 EXPIRES: 12-31-2026 On w Iw w w S8T55 '43"W 369.68' I '43" E 392. N8T55 10' - I S87-55'43"W 349.97' (S89'48130'W 349.94')(Rl) (S87'48'50"W 349.94')(RE) PARCEL 1 FOUND MONUMENTS TABLE POINT NO. NORTHING EASTING DESCRIPTION STATION OFFSET 1216 298754.38 3255079.42 FOUND 1/2' IR W/ YPC 1S2575' PER CS15979 7+71.75 R 88.94 1217 298779.47 3255079.90 FOUND 5/8' IR PER CS15979 7+76.01 R 64.28 1222 299014.06 3255471.06 FOUND 5/8' IR PER UNKNOWN ORIGIN 12+13.36 R 30.30 1223 299144.60 3255471.27 FOUND 80D NAIL BENT SOUTH PER UNKNOWN ORIGIN 12+81.12 L 79.59 1309 299041.86 3255512.61 FOUND 3/4' IR PER KERN 1973 (FBLO3731 DCRD) 12+65.54 R 29.96 1357 299108.60 3255766.63 FOUND 3/4' IR PER KERN 1973 (FBLO3731 DCRD) 15+48.09 R 40.78 1358 299033.32 3255517.83 FOUND 3/4' IR PER KERN 1973 (FBLO3731 DCRD) 12+65.60 R 39.96 1359 298850.89 3255214.33 1 FOUND 1-1/2' AL CAP ON 5/8' I.R. 'PROPERTY COR PLS 2253' PER CS11047 9+15.38 R 30.00 CURVE TABLE CURVE NO. LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C19 256.61' 735.13' 20'00'00' 255.31' S78'4949V (RE)(RF) (256.61') (735.13') (20'00'001 - - C20 277.55' 795.13' 20" 00'00' 276.15' S7849'49'W (RE) (277.55) (795.13') (20-00-001 - - C21 144.89' 542.96' 15'17'22' 144.46' S61'11'09'W (RE)(RF) (144-48) (542.96) (15-14'381 - - C22 99.94' 572.96' T59'39' 99.82' S6,T50'00'W (RE) (99.67') (572.96) (T58'001 - - C23 207.00' 225.00' 52'42'39' 199.77' S6728'30'W (RE)(RF) (111.481) (225.001 (52-42'55' - - C24 160.90' 602.96' 1517'22" 160.42' S61'11'09'W (R11) (162.041 (602.961 (15'23'151 (161.55) (S61'03'03'W) (R12)(RJ) (161.91) (602.96') (15'23'09') (161.43) (S61'03'44'W) (RE) (160.45') (602.96') (1514-381 - - C25 262.19' 285.00' 52'42'39' 253.05' (S6728'30'W) (RE) (141.21) (285.00') (52-42.551 - - C26 55.56' 602.96' 5'16'48' 55.55' S56'10'52V (RE)(RI) (55.561 (602.96') (5-16.481 - - C27 50.04' 542.96' 5716'48" 50.02' S56'10'52'W R11)(R12)(RJ) (50.041 (542.96') (5 23-50' (50.02') (S56-05'46-W) (RE)(RG) (50.041 (542.96') (916-481 - - C28 196.91' 210.00' 53'43'25' 189.77' S675853'W (RE)(RI) (196.911 (210.00') (53'43'25' - - C29 140.65' 150.00' S3'43'25' 135.55' S62-58.53-W (R1)(RE) - (150.00') (53'43'251 - - SPIRAL CURVE Ls = 400.00' (400.00')(RE) e = 2V00'00' (2V00'001(RE) TS = 372.83(372.66')(RE) A = 2.5 (2.5)(RE) C1� U-456.6 L20 C20 L=271 55 i 0 L22 J 1217 � NORTHWEST �5 CORNER LOT 1 121s � 60.00' C3L000� Q Q > W N °G J «�042"k I W RECORD OF SURVEY PRE -CONSTRUCTION RECORD OF SURVEY SOUTH CENTURY DRIVE CORRIDOR PROJECT - HUNTINGTON ROAD LOCATED IN THE SOUTHEAST 1/4 OF SECTION 19, THE SOUTHWEST 1/4 OF SECTION 20, AND THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 29, TOWNSHIP 20 SOUTH, RANGE 11 EAST, (S8T42'40'W 62.60')(R1)(RE/1) WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON _ S89'50'35*W 62.60' i SET PARAMETRIX CONTROL AS NOTED IN "CONTROL TABLE" ■ FOUND MONUMENT AS NOTED IN 'FOUND MONUMENTS TABLE', HELD UNLESS OTHERWISE NOTED ❑ CALCULATED POINT AS NOTED, HELD UNLESS OTHERWISE NOTED FOUND SECTION CORNER AS DESCRIBED IN 'FOUND MONUMENTS TABLE - HELD ►" FOUND QUARTER SECTION CORNER AS DESCRIBED IN 'FOUND MONUMENTS TABLE'; HELD (Rj) RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE ® MONUMENT NUMBER. SEE TABLE SHEET ® SPIRAL CURVECONTROL NUMBER. SEE TABLE SHEET Ls = 125.00' (125.00')(RE) 10. NO. INSTRUMENT NUMBER PER DESCHUTES COUNTY A = 6'15'00' G15'00 RE OFFICIAL RECORDS � �� TS = 371.08'(371.00')(RE) A = 8 (8.0)(RE) C32L:=108 54- PI N:299220.58 \ E:3255689.72 OLD RIGHT-OF-WAY LINE / y� � � 66 Vim' •5`I 6 C2� 1 53 07 ' �' - C3,3_L'90.45' W C3ai N OLD RIGHT-OF-WAY LINE Q 1223 ENTURY pRIVE PCS 15+47.94 �j / a265 S. C STROP Rp) N.229149.32 / / i G3� 2 L E:3255764.42 NN ko-00, ICAVor 19 i pEp0000��� � Z13 (RG) G3, - --- PSC 12+65.29 � � STAIUTORI' NARRANIY OfEO - N:299067.38 XST. NO. 202-T-2MJ5 / / s E.3255496.90 6 F1 4�1 / SPIRAL CURVE Ls = 125.009 (125.00)(RE) 9 � ti A = T15'00* (6'15'001(RE) 995:�� TS = 268.04 (267.91 1(RE) �� Q��9� 5��� �1 .�� �1/ 1 G�- 51,9 / // loll 9k �6 �• /� �� 1 � QSG9�g1�•3 / // O� �,& j �1 ale- L5 �'` 1222 �' 1� b- / _ h �4, LEGEND .000 11� fff /��� O� �i 6�90 OF'J0 ,� ' �' mm DESCHUTES COUNTY SURVEYOR'S OFFICE pEp ql pG -- 19 / �-'� DCOR DCRD DESCHUTES COUNTY OFFICIAL RECORDS DESCHUTES COUNTY ROAD DEPARTMENT VG�U�� 0 PP NO. PARTITION PLAT NUMBER PER DESCHUTES COUNTY OFFICIAL VACS jgX / / R RECORDS IRON ROD CJ / p IRON PIPE / ` h YPC RPC YELLOW PLASTIC CAP RED PLASTIC CAP 9 52 13 PI �� CX5 / / / s CALCULATED MEASUREMENT C36 N•298832 28 `„-I-.- / -11.96'(12.36')(RE) 76.34'(76.30')(RE) 20.78'(20.78')(RE) / E3255182.09 / (4TO2'51 j(R1 1)(R1 2)(RE) ` : S8T34'20'W 507.44' 4702'5T �� i (S89'26'41'W 507.51)(R11/12) (S89-26'41'W 507.42')(RE) 200.55'(200.66')(R11)(200.53')(RE) 306.89'(306.89')(RE)(306.85')(R11) LINE TABLE LINE NO. LENGTH BEARING L4 10.00' S31'10'44'E (RE)(RI) (10.00') (S31'15'50'E) L5 10.00' N31' 10'44'W (RE)(RG) (10.001 (N31'15'50'W) (R11)(R12) (RJ) (10.00') (N31'25'40'W) L6 25.00' NO'59'39'E (R11()(j12) (25.00') (NO'52'00'E) LINE TABLE LINE NO. LENGTH BEARING L22 213.23' S88'49'49'W (RE)(RI) - (S88'42'10V) L24 96.28' N43'22'42'W (RI 11))((,12) (96.28') (N43'30'28'W) L25 170.56' N36'07' 10'E (RE) (170.581 (N36'59'15'E) L26 235.75' S36'07'10'W (RE) (235.731 (S36'59'15'W) LINE TABLE LINE NO. LENGTH BEARING L27 144.44' S5S32'28'W (R11)(R12) (RE)(Rd) (144.38) (S53'27'22'W) L28 144.44' S53'32'28'W (RE) (144.38) (S53'27'22'W) L35 62.60' S8T50'35'W (RE)(RH) (62.601 (S8T42'40'W) L40 32.74' N0'59'397E (R ��,RE) (33.141 (NT52'00'E) LINE TABLE LINE NO. LENGTH BEARING L20 213.23' S894949'W (RE)(RF) (RI) (213.22') (S88'42'10'W) L41 92.39' NO'07'42'E (��,G) (92.43) (NO'00'03'E) CALCULATID E 1/16 SECTION 19 N:298783.20' E:3255587.34' v n Sri 0o N W 0o 0 0 0 z v i W 0C Lo Lo 00 N W M 0 0 0 0 0 z N Of N M to 00 N W 00 0 0 0 z '►n Uri 00 N W N 0 0 0 z I ti I; 3 -Z (e - 7-a-i S REGISTERED JOB N0. 297-2509-013 PROFESSIONAL LAND SURVEYOR JOB NAME: HUNTINGTON DRAWN: DRF OREGON w � CHECKED: CAP/DM JULY 11, 2023 SCALE: 1" = 40' COREY PACHECO z 101863 � EXPIRES:12-31-2026 w DATE: MARCH 25, 2025 _ C34 L=313.18' PARCEZ 2 7W7'A CURVE TABLE CURVE NO. LENGTH RADIUS DELTA CHORD LENGTH CHORD BEARING C35 78.64' 532.92' 927'19' 78.57' S63'1647'W R1 1)(R1 2)(RJ)(78.15') (532.92') (8-205' (78.08') (S63'25'24'W) (RE)(RG) (79.151 (532.92') (8-30.311 - - C36 139.52' 795.13' 10*03'14' 139.35' S73'51'26'W (1112)(RJ) (139.571 (795.13') (10-03'261 (139.39') (S73'56'50'W) (RE) (137.461 (795.13') (T54'181 - - C37 183.97' 532.96' 1 T4640' 183.06' S7T23'45'W (RE)(RH) (183.63') (532.9C) (19'4291 - - C38 53.70' 150.00' ZT30'47' 53.42' S7T35'12'W (RE)(RH) (53.67') (150.00') (20-29-561 - - C39 86.95' 150.00' 3S 12'38' 85.73' S5743'29'W (RE)(RG) (86.981 (150.00') (33'13'29' - - C30 282.65' 572.96' 2Er 15'48' 279.79' S72'58'07'W (RE) (282-501 (572.96') (28-15.001 - - C31 262.61' 532.96' 28'13'57' 259.97' S73'10'07'W (RE) (262.78) (532.961 (28'15'001 - - C32 108.54' 360.00' 1716'30' 108.13' N81'31'IOV (RE) (108.541 (360.00') (1716'301 - - C33 90.45' 300.00' 1716'300 90.11' N81'31'10'W (R1) (90.451 (300.00')* (1716.301 (90.11.) (N81'39'05'W) (RE)(RH) (90.45') (300.001 (1716'301 - - C34 313.18' 898.46' 1T58'20' 311.60' N8757'19'W (RE)(RH) (313.62') (898.46') (20'00'00' - - (N8T26'41'E 1292.44)(R1)(RE) (N89'26'41'E 1292.40')(R11/12) S8T34'20'W 1292.45' 1202 19 20 30 29 PREPARED FOR: DESCHUTES COUNTY Para etrimk 1.50 NW Pacific Park Lane, Suite 110 * Bend, OR 97701 Ph: 541.508.7710 CS 21 so SURVEY NARRATIVE THE PURPOSE OF THIS SURVEY WAS TO RETRACE THE CENTERLINE AND RIGHT-OF-WAY BOUNDARIES, AND TO LOCATE ALL EXISTING MONUMENTS AND ESTABLISH HORIZONTAL CONTROL (PER ORS 209.155) ALONG THE RIGHTS -OF -WAY OF SOUTH CENTURY DRIVE (H.G. THOLSTRUP ROAD) AND HUNTINGTON ROAD (PENGRA ROAD) FOR FUTURE IMPROVEMENTS AND REALIGNMENT FOR DESCHUTES COUNTYS CENTURY DRIVE CORRIDOR IMPROVEMENT PROJECT. LOCATED IN SECTIONS 19, 20, AND 29 ALL IN TOWNSHIP 20 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY OREGON. BEARINGS FOR THIS SURVEY WERE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), DERIVED FROM THE OREGON REAL-TIME GNSS NETWORK (ORGN), DESCHUTES 13 TRANSFORMATION. THE BEARING BETWEEN PARAMETRIX FOUND MONUMENT NUMBER 1202 AND 1220 IS S8T34'20-W. HUNTINGTON ROAD (PENGRA RD) AND SOUTH CENTURY DR (SHEETS 2 AND 3� IN 1850'S THE ARMY SURVEYORS FIRST TRAVERSED PORTIONS OF THIS ROAD AND LATER BUILT BY J.W.P HUNTINGTON IN THE LATE 1860'S AS 'HUNTINGTON'S WAGON ROAD'. THIS ROAD AGAIN SHOWS UP ON AN 1869 GLO MAP AS HUNTINGTON ROAD. IN MAY 20, 1885, CROOK COUNTY DECLARES POWELL BUTTES AND PAULINA CREEK A COUNTY ROAD IN VOLUME 1, ROAD RECORDS OF CROOK COUNTY , PAGE 209, FILED AS RD00917 IN THE DESCHUTES COUNTY ROAD DEPARTMENT. ON NOVEMBER 5, 1920, IN COMMISSIONERS JOURNAL VOLUME 1 PAGE 294, DESCHUTES COUNTY ORDERS THE ESTABLISHMENT OF THE DALLES-CALIFORNIA HIGHWAY, ALLENS RANCH-KLAMATH COUNTY LINE SECTION (WITH RECORDS OF RDO1751, RD01757, AND ODOT DRAWING 11313-2). ALL OF THE RECORDS OF THE ABOVE ESTABLISHMENTS AND DECLARATIONS GENERALLY FOLLOW THE COURSES OF THE EXISTING ROADS. CSO4524 (R5) SHOWS THIS ROAD NEAR THE NORTH LINE OF THE SOUTHWEST QUARTER OF SECTION 20, IN THIS SURVEY MONUMENTS ARE FOUND OR SET FOR THIS ROAD ALONG RIGHT-OF-WAY LINES AND API. DESCHUTES COUNTY AS -BUILT THIS PORTION OF ROAD (ALONG WITH H.G. THOLSTRUP ROAD BELOW) IN THE 1950'S FOUND IN THE FIELD NOTES AND ROAD TRACINGS IN RD01793 (RD) AND FBL03797. ff APPEARS, CSO4524 ATTEMPTED TO USE THE CURVE INFORMATION FOUND IN FBLO3797 AND RD01793 (RD) AT 'C2' (SHEET 2) AS THE TANGENT SHOWN ON CSO4524 IS WITHIN 30 FEET OF THE RECORD TANGENT DISTANCE IN RD01793 (RD). VANDEVERT RANCH PHASE 1 (R7) FINDS SOME MONUMENTS SET IN SAID CSO4524 (R5) HOWEVER THESE MONUMENTS DID NOT FIT WITH RECORD INFORMATION AND ROAD AS-BUILTS. WITHIN THIS SUBDIVISION. DEA HOLDS MONUMENTS SET BY DESCHUTES COUNTY FARTHER TO THE NORTH (FOUND IN CSO4508, NOT USED IN THIS SURVEY), THEIR AS -BUILT INFORMATION, AND THE SOUTHERLY MOST MONUMENT (1354) SET IN CSO4524 (RESET IN CS18323). SUBSEQUENT SURVEYS, CS11442 (R9) AND CS12369 (R10), HOLD THE RESOLUTION PER VANDEVERT RANCH PHASE 1 (R7). SOUTH OF THE INTERSECTION WITH SOUTH CENTURY (29+86.25 - 39+18.84 SHEET 3) CS07969 (R1) AND CSO4526 (R3) SHOW THIS PORTION OF ROAD AS PENGRA-HUNTINGTON ROAD. BOTH SURVEYS ARE UNRECORDED SUBDIVISIONS WHERE VARIOUS TRACTS ARE MONUMENTED ALONG THIS ROAD. IT IS UNCLEAR THE INFORMATION USED FOR THIS ROAD PER THESE SURVEYS AS THERE IS A LACK OF RECORD INFORMATION. STATION 0+00 - 16+53.68 (SHEET 2) THIS PORTION OF RIGHT-OF-WAY AND CENTERLINE WAS WAS RETRACED BY HOLDING THE FOUND PI MONUMENT (1354) AND THE FORWARD AND BACK TANGENT FROM THIS POINT TO A 30-FOOT OFFSET TO MONUMENTS 1300 AND 1307. THE RECORD RADIUS OF 8594.37 FEET WAS HELD AT C2 ALONG WITH THESE TANGENT LINES. THIS RESOLUTION AGREES WITH THE FOUND MONUMENTS ALONG THE EAST AND WEST RIGHT-OF-WAY LINES (1303, 1355, AND 1301) AND THE AS -BUILT CENTERLINE OF THE EXISTING ROAD. STATION 16+53.68 - 29+86.25 (SHEET 2 AND 3 THIS PORTION OF RIGHT-OF-WAY AND CENTERLINE WAS RETRACED BY HOLDING THE FORWARD TANGENT FROM C2 AND BACK TANGENT FROM C8 (DESCRIBED BELOW) AND EXTENDING THESE LINES TO INTERSECT EACH OTHER AND CREATE THE PI FOUND AT 18+62.24. THE RECORD ONE DEGREE CURVE WAS USED FOR C5 FOUND IN THE FIELD NOTES AND TRACING PER RC AND RD. THIS RESOLUTION AGREES WITH THE AS -BUILT CENTERLINE OF ROAD INCLUDING CURVE FOUND AT C5. STATION 29+86.25 - 39+18.84 (SHEET 3): THIS PORTION OF RIGHT-OF-WAY AND CENTERLINE RETRACED BY HOLDING THE FOUND MONUMENTS ALONG THE EAST AND WEST RIGHT-OF-WAY LINES AND ROAD DATA PER CS07969 AND CSO4526 (R1 AND R3). THIS RESOLUTION AGREES TO THE AS -BUILT CENTERLINE OF EXISTING ROAD. SOUTH CENTURY DRIVE (H.G. THOLSTRUP RD - WEST OF INTERSECTION WITH HUNTINGTON ROAD) IN SEPTEMBER 8, 1910 SOUTH CENTURY DRIVE (WEST OF HUNTINGTON ROAD) WAS ORIGINALLY ESTABLISHED AS H.G. THOLSTRUP ROAD IN CROOK COUNTY COMMISSIONERS JOURNAL VOLUME 4 PG 464 WITH THE RECORD DATA FOUND IN THE SURVEYOR'S REPORT FOUND IN RD01179. IN SAID SURVEYOR'S REPORT, THE CENTERLINE WAS CLEARLY DESCRIBED 13Y METES AND BOUNDS, BEGINNING WESTERLY FROM THE NORTHEAST CORNER OF SECTION 30 THENCE FOLLOWING A WESTERN PATTERN. JULY 22, 1930, COMMISSIONERS JOURNAL VOLUME 2 PAGE 578 ESTABLISHES A CHANGE TO H.G. THOLSTRUP. GOULD SURVEYED THIS PROPOSED CHANGE FOUND IN ROAD TRACING RD02227 AND RDO2507. THIS 1931 ESTABLISHMENT TAKES OFF FROM THE NORTHERN MOST PI OF THE THE 1910 ESTABLISHMENT THEN FOLLOWS TWO COURSES WEST AND SOUTH TYING BACK INTO THE ORIGINAL 1910 ESTABLISHMENT. WITHIN THE TRACING, GOULD DOESN'T APPEAR TO SHOW THIS 1930 OR THE ORIGINAL 1910 RESOLUTIONS ON THE SECTION LINE, HOWEVER DOES HAVE A CALL TO THE SOUTH ONE -QUARTER OF SECTION 19 (1220). MARCH 1957 ED RISEN, DESCHUTES COUNTY SURVEYOR, SURVEYED THIS PORTION OF ROAD (INCLUDING NORTH ALONG SOUTH CENTURY) WITH THE ROAD TRACING FOUND IN RD001793 (RD) AND FBLO3797. THERE WAS NO ADDITIONAL ESTABLISHMENT OR LEGALIZATIONS ACCOMPANYING THESE RECORDS. 1970'S DESCHUTES COUNTY CREATES AN UNTITLED WORKSHEET FILED AS RD01794 (RE). SAID ROLL MAP SHOWS A NEW ALIGNMENT, CENTER LINE DATA, AND THE RIGHT-OF-WAY LINES ALONG WITH THE FUTURE DEDICATIONS AND VACATIONS (RF, RG, RH, R1, AND RJ. SEE SHEET 1 FOR 'DEDICATION AND VACATION DETAIL'. THIS WORKSHEET WAS LIKELY USED TO DRAFT THE DESCRIPTIONS FOUND IN THE DEDICATION AND VACATION RECORDS ALONG THIS PORTION OF ROAD. CENTERLINE RETRACEMENT RECORD OF SURVEY PRE -CONSTRUCTION RECORD OF SURVEY SOUTH CENTURY DRIVE CORRIDOR PROJECT - HUNTINGTON ROAD LOCATED IN THE SOUTHEAST 1/4 OF SECTION 19, THE SOUTHWEST 1/4 OF SECTION 20, AND THE NORTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 29, TOWNSHIP 20 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON LEGEND SET PARAMETRIX CONTROL AS NOTED IN 'CONTROL TABLE' FOUND MONUMENT AS NOTED IN 'FOUND MONUMENTS TABU=', HELD UNLESS OTHERWISE NOTED ❑ CALCULATED POINT AS NOTED, HELD UNLESS OTHERWISE NOTED FOUND SECTION CORNER AS DESCRIBED IN 'FOUND MONUMENTS TABLE', HELD No" FOUND QUARTER SECTION CORNER AS DESCRIBED IN 'FOUND MONUMENTS TABLE'; HELD (Rj) RECORD INFORMATION PER SURVEY OR DOCUMENT REFERENCE © MONUMENT NUMBER. SEE TABLE SHEET ® CONTROL NUMBER SEE TABLE SHEET 10. NO. INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS DCSO DESCHUTES COUNTY SURVEYOR'S OFFICE DCOR DESCHUTES COUNTY OFFICIAL RECORDS DCRD DESCHUTES COUNTY ROAD DEPARTMENT PP NO. PARTITION PLAT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS R IRON ROD P IRON PIPE YPc YELLOW PLASTIC CAP RPC RED PLASTIC CAP s CALCULATED MEASUREMENT FOUND MONUMENTS TABLE POINT NO. NORTHING EASTING DESCRIPTION STATION OFFSET 1218 298777.74 3254799.84 FOUND 1/2' IR PER LAZY RIVER WEST 5+04.89 R 46.72 1219 298774.92 3254474.83 FOUND 1 /2' IR PER LAZY RIVER WEST 1 +79.90 R 42.91 1220 298773.56 3254294.93 FOUND 2-1/2' BRASS CAP PER OCRR 0522 0+00.00 R 40.60 STATION 0+00 - 5+15.35 (THIS SHEET THIS PORTION OF THE CENTERLINE WAS RETRACED BY HOLDING THE FOUND SOUTH 1/4 CORNER OF SECTION 19 (1220) AND THE FOUND MONUMENT AT THE NORTHEAST CORNER OF LOT 1 OF 'LAZY RIVER WEST' (1217) AND THEIR RESPECTIVE 10.60 FEETAND 20.78 FEET OFFSETS TO THE SOUTHERLY RIGHT-OF-WAY LINE (PER RE). THIS LINE WAS THEN OFFSET 30 NORTHERLY FOR THE CENTERLINE AND SHORTENED TO HOLD THE RECORD 515.35 FEET EASTERLY FROM THE POINT OF BEGINNING. STATION 5+15.35 - 19+47.94 (SHEETS 4 AND 5: THIS PORTION OF CENTERLINE WAS RETRACED BY HOLDING THE RECORD SPIRAL DELTAS, CURVE RADII, AND SPIRAL LENGTHS (ALL PER RE) BETWEEN THE TANGENTS OF STATION 0+00-5+16.89 (DESCRIBED ABOVE) AND STATION 19+48.93-29+79.50 (DESCRIBED BELOW). STATION 19+47.94 - 33+69.23 (SHEETS 3 AND 4) THIS PORTION OF CENTERLINE WAS RETRACED BY HOLDING THE DISTANCE OF 306.89 WESTERLY ALONG THE SECTION LINE FROM THE CALCULATED 1/16 CORNER, THE RECORD ROAD DATA OF THE OLD RIGHT-OF-WAY LINES (SHEET 5; RECORD FOUND IN RE), AND THE MONUMENTS FOUND ALONG THE SOUTHERLY RIGHT-OF-WAY LINES (1224. 1210, AND 1200). RIGHT-OF-WAY RETRACNENT: 0+00 - C20 AND C19: THIS PORTION OF RIGHT-OF-WAY WAS RETRACED 13Y HOLDING THE TANGENT CENTERLINE FROM 0+00-5+15.35 AND OFFSETTING 30 FEET LEFT AND RIGHT. THESE RIGHT-OF-WAY LINES WERE THEN EXTENDED TO INTERSECT THE WESTERLY MOST ANGLE POINT OF DEDICATION VOLUME 197 PAGE 272 (DESCRIBED BELOW) AT THE POINTS OF CURVATURE OF C19 AND C20. 19+47.94 - 33+69.23: THIS PORTION OF RIGHT-OF-WAY WAS RETRACED BY HOLDING THE DISTANCE OF 306.89 WESTERLY ALONG THE SECTION LINE FROM THE CALCULATED 1/16 CORNER, THE RECORD ROAD DATA OF THE OLD RIGHT-OF-WAY LINES (SHEET 5; RECORD FOUND IN RE), AND THE MONUMENTS FOUND ALONG THE SOUTHERLY RIGHT-OF-WAY LINES (1224, 1210, AND 1200). AT MONUMENT 1224 THE RIGHT-OF-WAY LINES IS 30 FOOT OF SET OF THE NORTHWESTERLY PROJECTION OF THE TANGENT RIGHT-OF-WAY LINE BETWEEN 19+47.94 - 27+79.70. THE NORTHERLY RIGHT-OF-WAY LINE EXTENDS FARTHER NORTHWEST TO C32 WHERE THE RECORD CURVE DATA WAS HELD FOR THIS OLD PORTION OF RIGHT-OF-WAY AND THE TANGENT BETWEEN 19+47.94 - 27+79.70 WAS EXTENDED FARTHER NORTHWEST. VACATION ORDER 2005-013 DESCHUTES COUNTY COMMISSIONERS JOURNAL 2005-579 AND DEDICATION VOL 197 PG 272 DESCHUTES COUNTY OFFICIAL RECORDS (RJ AND RF: THE NORTH LINE OF VACATION ORDER CJ 2005-579 (RJ), WAS RESOLVED BY HOLDING THE MONUMENT 1359 AND THE RECORD CALL OF 96.28 FEET NORTHWESTERLY FROM THE POINT 306.59 FEET WEST OF THE CALCULATED 1/16 CORNER. SAID POINT FIT WITHIN REASONABLE TOLERANCES TO THE RECORD ANGLE BETWEEN THE SECTION LINE AND WAS HELD AS A PC C FOR CURVES C20 AND C24. C20 IS TANGENT TO THE SOUTH RIGHT-OF-WAY LINE (DESCRIBED ABOVE) AND C24 TANGENTS NORTHEASTERLY TO MONUMENT 1222. THIS LINE WAS OFFSET NORTHERLY 60 FEET FOR THE NORTH LINE OF DEDICATION FOUND IN VOLUME 197 PAGE 272 (RF) WITH THE WESTERLY END OF C19 BEING TANGENT TO THE RESOLVED NORTH RIGHT-OF-WAY LINE AND THE EAST END INTERSECTING VACATION DEED VOLUME 209 PAGE 638 (RI). DEDICATIONS VOLUME 197 PG 273 AND 275 DESCHUTES COUNTY OFFICIAL RECORDS (RG AND RHO THE SOUTH LINE OF THESE DEDICATIONS WERE RETRACED 13Y HOLDING THE FOUND MONUMENTS 1357, 1358, 1309, 1222, AND THE RECORD RADII FOR CURVES C34, C31 AND C27. THE SOUTHWESTERLY TANGENT LINE OF C27 IS ALSO TANGENT TO THE CURVE C24 (DESCRIBED ABOVE). THE RECORD 10 FOOT RADIAL OFFSET (PER RE) WAS USED TO ESTABLISH THE LINE AT L5. VACATION VOLUME 209 PAGE 638 DESCHUES COUNTY OFFICIAL RECORDS (RI): THE SOUTH LINE OF THIS VACATION WAS RETRACTED BY OFFSETTING C27 AND ITS SOUTHWESTERLY TANGENT 60 FEET NORTHERLY. A 10 FOOT RADIAL LINE WAS ESTABLISHED AT L4 FROM THE EASTERLY END OF C26 AND DRAWN DIRECTLY TO THE WESTERLY END OF C32. THE ABOVE DESCRIBED CENTERLINE AND RIGHT-OF-WAY REfRACEMENTS FIT WELL WITH THE AS -BUILT CENTERLINE, THE MEASURED OCCUPATION LINES, AND THE FOUND HELD MONUMENTS. THERE WAS A FOUND UNRECORDED NAIL (1223) THAT WAS OFF 0.25 FEET NORTHWESTERLY FROM THE WESTERLY END OF C28 (SHEET 5) BUT FIT THE RECORD PERPENDICULAR DISTANCE OF 406.31 FEET FROM THE SECTION LINE PER RE. THIS NAIL WASN'T HELD AS NO RECORD WAS RECOVERED FOR ITS ORIGIN BUT MAY HAVE BEEN SET AROUND THE TIME FRAME KERN SET MONUMENTS 1309, 1357, AND 1358 IN FBLO3731 (RECORD NOT USED). 0 co 19 BEGIN 0+00 N:298814.15 S8949'49'W 64.8.84'(S8942'10"W 648.811(RF/1) E3254294.10 '(179.93')(R2)(RE) Vol 0 SPIRAL CURVE LS = 400.00' (400.001(RE) e = 20T00'00' (20'00'001(RE) TS = 372.83'(372.66)(RE) A = 2.5 (2.5)(RE) PS 5+15.35 N:298824.67 E3254809.34 - SM49'49'W 515.35" (S8942'10'W 515.35')(RE) o N o S88'49'49'W 648.84'(S88'42710'"W 648.811(RE) 785.01'(785.01')(R2)(RE) 1217 TO 1220 L22 325.02'(325.00')(R2)(RE) - 280.08' D 121 s (280.08')(112)(RE) S89'34'20'W 1292.45' (S89'26'41'W 1292.39'(R11/12) (S89'26'41'W 1292.431(RE) i 1k Vol Vol D6�a Qp[t��a NORTHERLY OF ROW 0.42' 9 NOT HELD Lo C19 L=256.61 w � LLI O1� •� __ - Ll..i 0 C20 L=277.55 i CALCULATED E 1/16 p 1216 SECTION 19 N tr w > SCALE IN FEET N 0 80 160 REGISTERED PROFESSIONAL OREGON JULY 11, 2023 COREY PA HECO 101863 EXPIRES: 12-31-2026 A Lm 0 co CS 21 So$y