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Home My WebLink AboutSurvey 2148628 TUMALO ROAD 29 - 29 28 32 i 33 32 33 32 33 5 i 4 SHEET 26 POHAKU ROAD I— SHEET 25 RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE -HALE OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE-HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: DUNE - NOVEMBER, 2024 TUMALO ROAD 28 SHEET 30 MITCHELL LANE SHEET 29 0 a 0 J J z SHEET 28 z s 3 SHEET 27 ?8 UNNAMED ROAD SHEET 24 SHEET 23 SHEET 22 0 a d J J z z SHEET 21 s SUNBEAM LANE SHEET 20 SHEET 19 SHEET 18 -' 33 _ - T. 16 S. T. 17 S. SHEET 17 4 27 0 500 1000 2000 SHEET 16 ` SCALE: 1" =1000' ILOWE LANE SHEET 15 Q SHEET 14 0 oc J J W z z D =I SHEET 13 5 i 4 ROGERS ROAD 8 1 9 0 a 0 Cr J J W z z D s 8 9 0 O w J J W z z SHEET 12 SHEET 11 '4 SHEET 10 Q SHEET 9 ]SHEET 8 go��R•� �PNti SHEET? SHEET 6 SHEET 5 LOCO ROAD 9 16 LEGEND: I• Ell 9 16 8 9 ?716 SHEET INDEX SHEET DESCRIPTION 1 SHEET INDEX 2 NARRATIVE AND REFERENCE SURVEYS 3 CONTROL NETWORK 4 OVERALL SECTION LINES AND MONUMENTS 5 STATION 4+35 TO 9+00 6 STATION 9+00 TO 16+75 7 STATION 16+75 TO 24+50 8 STATION 24+50 TO 31+75 9 STATION 31+75 TO 39+50 10 STATION 39+50 TO 47+25 11 STATION 47+25 TO 55+00 12 STATION 55+00 TO 62+75 13 STATION 62+75 TO 70+25 14 STATION 70+25 TO 77+50 15 STATION 77+50 TO 85+75 16 STATION 85+75 TO 93+75 17 STATION 93+75 TO 101+00 18 STATION 101+00 TO 109+25 19 STATION 109+25 TO 116+50 20 STATION 116+50 TO 123+50 21 STATION 123+50 TO 130+50 22 STATION 130+50 TO 137+50 23 STATION 137+50 TO 144+25 24 STATION 144+25 TO 151+50 25 STATION 151+50 TO 155+00 26 STATION 155+00 TO 161+00 27 STATION 161+00 TO 168+00 28 STATION 168+00 TO 175+00 29 STATION 175+00 TO 182+00 30 STATION 182+00 TO END - CURVE IDENTIFIER, SEE TABLE. - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) - FOUND HHPR CONTROL POINT AS NOTED IN TABLE. - HHPR CONTROL POINT, DESTROYED BY CONSTRUCTION, AS NOTED IN TABLE. - RECOVERED SURVEY MONUMENT POINT IDENTIFIER, SEE TABLE FOR DESCRIPTION. - RECOVERED SURVEY MONUMENT - RECOVERED SURVEY MONUMENT, NO NEW MONUMENT SET DUE TO CLOSE PROXIMITY TO EXISTING MONUMENT - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, NOT RESET - SET 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SET 5/8" IR W/ BLUE PLASTIC CAP INSCRIBED "HHPR INC REF MON" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC' - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ROAD GEOMETRY POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" QUARTER SECTION CORNER - SECTION CORNER RESOLVED SECTIONAL LINE UNRESOLVED SECTIONAL LINE (FOR GRAPHICAL PURPOSES ONLY) — — — — — — — OLD RIGHT-OF-WAY LINE ABBREVIATIONS: 1/2"IR RPC =1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED "HHPR CONTROL" BP=1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" CS = DESCHUTES COUNTY SURVEY RECORDS IP = IRON PIPE IR = IRON ROD (REBAR) OCRR = OREGON CORNER RESTORATION CARD ODOT = OREGON DEPARTMENT OF TRANSPORTATION OPC = ORANGE PLASTIC CAP ROW = RIGHT OF WAY RPC = RED PLASTIC CAP W/ = WITH YPC = YELLOW PLASTIC CAP DBC = DESTROYED BY CONSTRUCTION FD = FOUND 1 REGISTERED PROFESSIONAL HP Houf Peterson LAND SURVEYOR Righellis Inc. OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 RENEWS: 6-30-2025 E N G I N E E R S• P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 SHEET 1 OF 30 JTH/CLG 1/29/2025 DCO-01 2 , ;Sgk 21 ass RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE-HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE-HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: JUNE - NOVEMBER, 2024 NARRATIVE: WE WERE CONTRACTED BY DESCHUTES COUNTY TO MONUMENT THE RIGHT OF WAY (ROW) OF HUNNELL ROAD AS SHOWN ON THE CONTROL, RECOVERY AND RETRACEMENT MAP ON FILE AT THE DESCHUTES COUNTY SURVEYORS OFFICE AS CS20520. SAID SURVEY WAS HELD FOR THE MONUMENTATION OF HUNNELL ROAD, LOCO ROAD, BOWERY LANE, ROGERS ROAD, LOWE LANE, SUNBEAM LANE, POHAKU ROAD, UN -NAMED PUBLIC LOCAL ACCESS ROAD, MITCHELL LANE AND TUMALO ROAD. THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE ROW OF HUNNELL ROAD AS STATED ABOVE, AND THE ROW RECENTLY ACQUIRED BY DESCHUTES COUNTY PER DEDICATION DEEDS REFERENCED HEREIN IN ACCORDANCE WITH ORS 368.106(2). MONUMENTS WITHIN THE ROW THAT WERE DESTROYED BY RECENT ROAD CONSTRUCTION HAVE BEEN NOTED HEREIN. ALL OTHER MONUMENTS FOUND IN CS20520 THAT FALL OUTSIDE OF THE ROW, AND WERE DESTROYED, HAVE BEEN RESET AS SHOWN. CALCULATED ROW POINTS THAT FALL WITHIN 0.5 FEET OF EXISTING ROW MONUMENTS WERE NOT SET. THESE POINTS WERE TOO CLOSE TO EXISTING MONUMENTS TO BE SET WITHOUT DISTURBING THE EXISTING MONUMENTATION. DUE TO THE CLOSE PROXIMITY, BEARINGS AND DISTANCES WITHIN 0.04 FOOT BETWEEN AN EXISTING MONUMENT AND A CALCULATED ROW POINT WERE NOT NOTED ON THE MAP. NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF THE RECOVERED MONUMENTATION SHOWN HEREIN RELATIVE TO RECORD PROPERTY LINES, OTHER THAN THE LOCATION AT WHICH THEY WERE FOUND RELATIVE TO THE CENTERLINE AS SHOWN. THE BOUNDARY LINE BETWEEN LOTS 6 AND 7 OF POHAKU RANCH AT THE ROW OF HUNNELL ROAD WAS ESTABLISHED FOR THE DECLARATION OF DEDICATION DOCUMENT NUMBER 2022-28960. THE CONCENTRIC POINTS OF COMPOUND CURVATURE (PCC) OF THE ROADWAY CENTERLINE ALIGNMENT AND THE CORRESPONDING ROW AT STATION 140+48.84 WERE HELD. I PROJECTED A LINE NORTHWESTERLY THROUGH SAID PCC'S TO ESTABLISH THE BOUNDARY LINE BETWEEN LOTS 6 AND 7 AT THE ROW. RECORD ANGLES AND DISTANCES OF LOT 6 AND THIS PORTION OF THE ROW WERE CALCULATED PER R13 TO CONFIRM THIS RESOLUTION. BASIS OF BEARINGS: THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM (COCS), DETERMINED BY UTILIZING THE OREGON REAL-TIME GNSS NETWORK (ORGN), DESCHUTES 13 TRANSFORMATION, AS MEASURED BETWEEN THE SOUTH ONE -QUARTER CORNER OF SECTION 9, TOWNSHIP 17 SOUTH, RANGE 12 EAST (#514) AND THE NORTH ONE -QUARTER OF SECTION 33, TOWNSHIP 16 SOUTH, RANGE 12 EAST (#465), WILLAMETTE MERIDIAN AS SHOWN ON SHEET 4. SAID BASIS OF BEARINGS IS NORTH 0°05'32" WEST, 15884.11 FEET. THE COCS HORIZONTAL DATUM IS NAD 83, ADJUSTMENT 1991. RECORD SURVEY REFERENCES: (R1) CS01937-SURVEY BY AUBREY PERRY, DATE UNKNOWN (R2) CS02301-SURVEY BY ROBERT ARNDORFER, 10-26-1965 (R3) CS09630-SURVEY- "ROCK O' THE RANGE HOMESITES" BY JAMES E. BUSSARD, 12-01-1965 (R4) CS01929-SURVEY BY RICHARD P. HANKINS, 9-01-1967 (R5) CS10543-SUBDIVISION PLAT - "FIRST ADDITION TO WHISPERING PINES ESTATES" BY THOMAS H. BURTON, 4-12-1968 (R6) CS01936-SURVEY BY NORMAN A. NEWTON, 3-28-1969 (R7) CS02306-SURVEY BY RICHARD W. BURTON, 1-01-1970 (R8) CS02302-SURVEY- "HUNNELL HILLS" BY RICHARD W. BURTON, 3-01-1970 (R9) CS07249-SUBDIVISION PLAT - "GLACIER VIEW FIRST ADDITION" BY JAMES E. BUSSARD, 6-12-1970 (R10) CS02051-SURVEY- MP 77-75 BY UNKNOWN SURVEYOR, 8-17-1977 (R11) CS01927-SURVEY - MP 77-120 BY UNKNOWN SURVEYOR, 9-30-1977 (R12) CS02053-SURVEY BY MICHAEL W. TYE, 4-01-1978 (R13) CS08954-SUBDIVISION PLAT "POHAKU RANCH" BY MICHAEL W. TYE, 5-18-1978 (R14) CS01933-SURVEY - MAJOR PARTITION 79-52 BY SUN COUNTRY ENGINEERING AND SURVEYING INC, 4-11-1980 (R16) CS02308-SURVEY BY B. A. SUTTON, 4-21-1980 (R17) CS02299-SURVEY - MP 80-13 BY B. A. SUTTON, 4-23-1980 (R18) CS02050-SURVEY - MP 80-49 BY NORMAN A. NEWTON, 6-02-1980 (R19) CS01921-SURVEY BYJAN M. WICK, 7-25-1980 (R21) CS02298-SURVEY - MP 81-17 BY B. A. SUTTON, 5-18-1981 (R22) CS01931-SURVEY BY GEORGE COOK, 9-24-1982 (R24) CS02204-SURVEY - MP 82-13 BY GEORGE W. COLVIN JR., 10-07-1983 (R25) CS08956-SURVEY BY MICHAEL W. TYE, 10-26-1983 (R28) CS02056-SURVEY BY ROBERT KARL, 5-08-1990 (R29) C502207-SURVEY BY GARY W. HICKMAN, 5-02-1991 (R31) CS11246-SURVEY BY PHILIP R. BALDNER, 9-29-1992 (R32) CS11154-SURVEY BY PHILIP R. BALDNER, 7-23-1992 (R33) CS11546-SURVEY BY GARY L. DEJARNATT, 7-07-1993 (R34) CS11866-MINOR PARTITION - MP 93-15 (1994-19) BY PHILIP R. BALDNER, 6-15-1994 (R36) CS12721-SUBDIVISION PLAT - "SUN CLOUD ESTATES" BY GARY L. DEJARNATT, 10-10-1996 (R37) CS13390-MINOR PARTITION - MP 98-15 (1998-43) BY ROBERT E. BAXTER, 9-09-1998 (R38) CS13561-SURVEY BY DAVID R. WILLIAMS, 3-09-1999 (R39) CS14181-MINOR PARTITION - MP 99-22 (2000-47) BY MICHAEL W. TYE, 9-20-2000 (R40) CS14829-MINOR PARTITION - MP 01-11(2002-15) BY MICHAEL W. TYE, 2-08-2002 (R41) CS15015-SUBDIVISION PLAT - "HIGHLAND COMMERCIAL PARK" BY DAVID R. WILLIAMS, 7-09-2002 (R42) CS15039-SURVEY BY RUSSELL M. KARL JR., 7-24-2002 (R43) CS15092-PROPERTY LINE ADJUSTMENT BY JAMES R. TYE, 9-16-2002 (R44) CS15636-SURVEY BY GEORGE G. HARTMAN, 11-21-2003 (R45) CS16048-SURVEY BY MICHAEL W. TYE, 9-03-2004 (R46) CS16343-SURVEY BY KEVIN WILLIAMS, 3-24-2005 (R47) CS16542-MINOR PARTITION - MP 04-28 (2005-59) BY TIM K. CHAPMAN, 8-11-2005 (R48) CS16539-SURVEY BYJODYS. FRASIER, 8-11-2005 (R49) CS16817-SURVEY BY JAMES R. TYE, 3-07-2006 (R50) CS19021-PROPERTY LINE ADJUSTMENT BY CHRISTOPHER R. MUNSON, 12-16-2015 (R51) CS19034-SURVEY BY JAMES D. PERRY, 1-13-2016 (R53) CS20082-PARTITION PLAT - 2019-23 BY JERRY D. STICHLER, 12-26-2019 (R54) CS02314-SURVEY BY EDGAR W. GRAVES, 12-27-1976 (R55) CS19933-SURVEY BY SCOTT C. BOLDUC, 6-05-2019 (R56) OCRR1905-CORNER RESTORATION BY MICHAEL J. BERRY, 12-14-2015 (R57) RD01497-MAP OF NICHOLS MARKET ROAD NO. 15 BY ROBERT B. GOULD, 9-24-1926 (R58) RD00488-W.X. HUNNELL ROAD SURVEYOR'S REPORT BY FRED A. RICE, 6-22-1914 (R59) CS20520-CONTROL, RECOVERY AND RETRACEMENT MAP BYJOHN TAYLOR HAGLUND, 05-25-2021 (R60) CS20962-SURVEY BY JACOB D. POWELL, 11-04-2022 (R61) CS21135-SURVEY BY CHRISTOPHER R. MUNSON, 08-10-2023 (R62) CS21425-SURVEY BY CHRISTOPHER R. MUNSON, 01-23-2024 (D1) DEED OF DEDICATION PER DOCUMENT NUMBER 2022-31067, 08-15-2022 (D2) DEED OF DEDICATION PER DOCUMENT NUMBER 2022-25810, 06-29-2022 (D3) DEED OF DEDICATION PER DOCUMENT NUMBER 2022-25811, 06-29-2022 (D4) DEED OF DEDICATION PER DOCUMENT NUMBER 2022-28960, 07-26-2022 (D5) DEED OF DEDICATION PER DOCUMENT NUMBER 2022-25809, 06-29-2022 (D6) DEED OF DEDICATION PER DOCUMENT NUMBER 2022-31068, 08-15-2022 (D7) DEED OF DEDICATION PER DOCUMENT NUMBER 2022-31071, 08-15-2022 (D8) DEED OF DEDICATION PER DOCUMENT NUMBER 2022-32473, 08-25-2022 (D9) DEED OF DEDICATION PER DOCUMENT NUMBER 2022-28961, 07-26-2022 uo 4,�DPESCHUTES WHYSU IL REGISTERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 Harper Houf Peterson Righellis Inc. E N G I N E E R S+ P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 SHEET 2 OF 30 JTH/CLG 1/29/2025 DCO-01 RENEWS: 6-30-2025 4 CS 2i486- 2 29 8 326 29 28 32 i 33 32 33 RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE-HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE-HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: DUNE - NOVEMBER, 2024 322 323 1 2 3 28 I 5 4 33 6 7 8 9 10 11 32 1 33 13 12 �3_3_ T. 16 S. 5+4 14 - 'T-T. i� S.15 5 4 8 9 8 9 8 9 17 16 16 17 18 19 )(20 (21 *22 23 24 25 26 27 28 29 30 '4 9 9 16 28 127 LEGEND; 9 16 8 9 1716 CONTROL POINTS POINT NORTHING EASTING DESCRIPTION STATION OFFSET STATUS 1 422210.43 3297281.65 1/2"IR RPC - DBC 179+63.88 20.27R DBC 2 421773.71 3297244.26 1/2"IR RPC 175+27.16 17.04L FD 3 421218.58 3297302.20 1/2"1R RPC - DBC 169+69.09 12.14R DBC 4 420224.33 3297274.65 1/2"IR RPC 159+85.57 25.30R FD 5 420202.73 3296856.92 1/2"IR RPC 155+42.37 25.06R FD 6 419707.35 3296551.28 1/2"IR RPC 149+54.26 30.99L FD 7 419384.32 3296339.89 1/2"IR RPC - DBC 145+61.44 23.85L DBC 8 418578.04 3295935.66 1/2"IR RPC - DBC 136+15.23 14.50L DBC 9 417569.46 3295973.08 1/2"IR RPC - DBC 126+06.61 18.55R DBC 10 416698.62 3295925.31 1/2"IR RPC 117+35.67 27.21L FD 11 415962.59 3295967.48 1/2"IR ,RPC - DBC 109+98.89 19.99R DBC 12 415449.92 3295879.22 1/2"IR RPC 104+83.21 40.93L FD 13 415155.35 3295722.01 1/2"IR RPC 100+81.20 4.20L FD 14 414913.71 3295563.19 1/2"IR RPC 97+90.90 16.56L FD 15 414476.82 3295650.99 1/2"IR RPC- DBC 93+49.31 20.58L DBC 16 414085.18 3295866.60 1/2"1 R RPC - DBC 89+00.03 19.21L DBC 17 413763.02 3295951.41 1/2"IR RPC 85+69.16 41.22R FD 18 413078.66 3295856.60 1/2"1R RPC- DBC 78+81.78 15.20L DBC 19 412714.94 3295936.47 1/2"IR RPC 75+11.78 17.56R FD 20 411857.16 3295964.36 1/2"IR RPC - DBC 66+55.24 18.10R DBC 21 410942.96 3295922.92 1/2"1R RPC- DBC 57+41.51 15.29L DBC 22 410044.29 3295943.39 1/2"1R RPC- DBC 48+41.73 8.35L DBC 23 409403.98 3295964.97 1/2"1R RPC- DBC 42+01.15 5.12R DBC 24 408913.24 3295979.34 1/2"IR RPC- DBC 37+10.28 8.90R DBC 25 408453.45 3295942.46 1/2"IR RPC - DBC 32+50.37 25.89L DBC 26 407975.21 3295943.64 1/2"IR RPC- DBC 27+72.82 17.87L DBC 27 407433.75 3295959.02 1/2"IR RPC 22+31.14 19.66L FD 28 406994.52 3295972.48 1/2"IR RPC- DBC 17+91.71 20.14L DBC 29 406606.10 3296020.19 BP IN ROCK 14+01.86 12.62R DBC 30 405983.86 3295953.64 1/2"1R RPC- DBC 7+74.37 32.61L DBC 31 404828.09 3295998.13 BP OUTSIDE OF STATIONING FD 32 404371.47 3295917.28 BP OUTSIDE OF STATIONING FD 322 423809.16 3297248.32 1/2"IR RPC OUTSIDE OF STATIONING FD 323 422937.18 3297243.80 1/2"IR RPC OUTSIDE OF STATIONING FD 326 422880.34 3295315.37 BP 186+33.39 1946.16L FD - CURVE IDENTIFIER, SEE TABLE. - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) - FOUND HHPR CONTROL POINT AS NOTED IN TABLE. - HHPR CONTROL POINT, DESTROYED BY CONSTRUCTION, AS NOTED IN TABLE. - RECOVERED SURVEY MONUMENT POINT IDENTIFIER, SEE TABLE FOR DESCRIPTION. - RECOVERED SURVEY MONUMENT - RECOVERED SURVEY MONUMENT, NO NEW MONUMENT SET DUE TO CLOSE PROXIMITY TO EXISTING MONUMENT - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, NOT RESET - SET 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SET 5/8" IR W/ BLUE PLASTIC CAP INSCRIBED "HHPR INC REF MON" - SURVEY MONUMENT FOUND 1N CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ROAD GEOMETRY POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" QUARTER SECTION CORNER - SECTION CORNER ABBREVIATIONS: 1/2"IR RPC = 1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED "HHPR CONTROL" BP=1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" CS = DESCHUTES COUNTY SURVEY RECORDS IP = IRON PIPE IR = IRON ROD (REBAR) OCRR = OREGON CORNER RESTORATION CARD ODOT = OREGON DEPARTMENT OF TRANSPORTATION OPC = ORANGE PLASTIC CAP ROW = RIGHT OF WAY RPC = RED PLASTIC CAP W/ = WITH YPC = YELLOW PLASTIC CAP DBC = DESTROYED BY CONSTRUCTION FD = FOUND RESOLVED SECTIONAL LINE UNRESOLVED SECTIONAL LINE (FOR GRAPHICAL PURPOSES ONLY) - - - - - - - OLD RIGHT-OF-WAY LINE REGISTERED PROFESSIONAL DC Ht I� r a o LAND SURVEYOR ff-rays LFIL�ED Z 2 202 e 00/ /10 OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND _ 55022 RENEWS: 6-30-2025 0 500 1000 2000 SCALE: 1" =1000' Harper HP k Houf Peterson Righellis Inc. E N G I N E E R S• P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 SHEET 3 OF 30 JTH/CLG 1/29/2025 DCO-01 CS 2 14 86 - RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE-HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE-HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: DUNE - NOVEMBER, 2024 1 1 128 28 29 N89057'42"E 2629.23' &(R59) 111 N89°59'21"E 2647.45' &(R59) 27 N89 57 43 E 2629.19 (R56) CENTER OF N89 59 24"E 2647.52 (R56) 140 SECTION 28 139 CC� L� Ln v v � 1 IR i -p cn 1n z �� LO � = 1 W N N N r-I N W w W o M M M N d -4 O 2 o0 00 00 z0 zo 0 z z 29 28 N89°50'22"E 2631.30' (R12)(R13)(R14) 28 N89049'38"E 2630.73' &(R59) 32 i 33 1 33 i 32 33 00 t° 0 w Ln N cc fn fn Ln Cz w n O 0 0 00 00 z m 0 `-' O z 424 w RT " LQ�' o6 N eM-I O 0 o0 M z M ^o �o 0 z 1- - 502 3�3, T. 16 S. W4� r M CF 00 Ln H N M Ln O O O Z <7 z cc W C'0 U_ 0 Ln N89058'44"E N89058'44"E 5 1 1� 6.35' (R29)(R34) 1306.34' (R34) 1 4 N89059'35"E I N89059'24"E 4 1306.26' &(R59)1306.46' &(R59) 486 8 9 9 ^ 498 518 t0) n Ln Ln S ! w oc 0Oq u7 M Ln Ln LD tD ►� w CLD� N mto F4 N r-1 W �: O N� MOzo in O P 1c°n O N �t O 0 O N 0 O 00 O O oa zo 0 z z O N89035'12"E N89035'12"E z N 1310.48' (60) 1310.48' (60) N89034'55"E N89034'55"E 1309.95' (R38) 1309.95' (R38) 8 9 1310.47' &(R59)1310i47' &(R59) CENTER OF SECTION 9 N89 3516" E 2620.95 &(R59) 501 517 am ,O1n w8 wm -� O °to �' .�-.�°� o�►°�°i��oiS o�c� moocOo COO M 06 N 11n M N N lD -= S OC - M `� CD e-i ^ e-i Cp '1T m 0 ui p ,n O� O O °2S 00 00 00 N N ON M O) M rj z m MM OM O "' O �t N •m-I rl .M-1 COD W W W N N W N89°46'40"E N W w Who �:;To 0 O O Lj O 00 N N W O CO w to O Cr 00 rq 0 N 0 W - i� w m_ tr �- N 0 ° OO oto mow 0� 0 0 0 o z o� fT- 0)CC o 0 O N r+ cD Ln Ui OM N O N 0 Ln O N 0 M O ! 8 9 �� V�Nm ri � 514 9 142 N89057`58"E 2644.77' &(R59) 1 N89058'01"E 2644.65' (R46) 17 16 S89058'03"W 2644.69' (R60) RECOVERED COGRID MONUMENTS POINT RECORD DATA COGRID MARK NAME NORTHING EASTING 131 17120900 404381.136 3294641.768 498 17120400 409669.428 3294646.162 514 17120904 404382.656 3297286.549 517 17120940 407023.814 3294643.916 518 17120404 409669.672 3297259.000 MONUMENT DETAILS �� - '',� CRE T C6R \G�\�,�'F 111 142 139 T E S Co I E S CO& �yp� �CNv T16S /4R12E �,� SC) ff'T16S R12E �'�' t'NE �'�'29!28 28 I33 1/4 C6R 1994 1994 `J'G LS 2282 �,�' JG LS 2282 �,�' �,�'��YORS 04�\ YORS OFF\F\ 140 465 477 I E S CC S E S CO&�p�, SGjU ,��5 R�2� �� '�' p� T17S R12E �'�'1/4 S �� T\A��G�V 1/4 S•�-9 „�� 9� Lc, �� ,�' �,�' 1987SG `�'�, LS 1020 �,�'��YORS OFF`\ 4 ��FYORS pFF\ 514 517 CED RECOVERED PUBLIC LAND SURVEY SYSTEM CORNER MONUMENTS POINT NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET STATUS 111 422908.270 3297261.531 MAGNAIL W/ 1-1/4" WASHER INSCRIBED "DCRD" OCRR 1905 186+61.72 0.0011 FD 142 404381.149 3294641.797 3-1/4" ALUMINUM CAP IN MONUMENT BOX - HELD AS REPLACEMENT FOR 131 OCRR 2078 OUTSIDE OF STATIONING FD 139 422908.775 3299908.983 3-1/4" BRASS CAP DOWN 0.5' IN MONUMENT CASE OCRR 1380 OUTSIDE OF STATIONING FD 140 422906.506 3294632.302 3-1/4" BRASS CAP DOWN 0.5' IN MONUMENT CASE OCRR 1560 186+59.41 2629.23L FD 424 416278.358 3295936.550 5/8" IR - DBC CS12721 "SUNCLOUD ESTATES" 113+15.43 15.00L DBC 436 417607.119 3295939.616 5/8" IR W/ YPC, ILLEGIBLE - DBC CS02056 126+44.30 15.00L DBC 465 420266.811 3297260.988 3" BRASS CAP DOWN 0.8 OCRR 1291 160+02.23 16.01L FD 477 420258.883 3294630.269 3-1/4" ALUMINUM CAP OCRR 0867 140+81.47 1868.64L FD 486 409669.527 3295952.497 5/8" IR - DBC CSO4904 44+66.95 O.00R FD 498 409669.368 3294646.233 3-1/4" ALUMINUM CAP UNREADABLE OCRR 0126 44+69.43 1306.26L FD 501 407042.660 3297264.853 3"X3" CROSS CHISELED INTO BEDROCK FOUND IN CS02301 17+98.84 1273.11R FD 502 414949.703 3295933.949 5/8" IR W/ 2" ALUMINUM CAP INSCRIBED "DESCHUTES COUNTY PUBLIC WORKS W 1/16 LS 22214" OCRR 1371 101+97.31 265.36R FD 514 404382.719 3297286.564 3-1/4" ALUMINUM CAP IN MONUMENT CASE OCRR 1196 159+54.14 15854.1011 FD 517 407023.805 3294643.972 3-1/4" ALUMINUM CAP DOWN 0.8' OCRR 0135 18+63.10 1347.05L FD 518 409669.756 3297258.961 3-1/4" ALUMINUM CAP IN 2" PIPE UP 0.3 OCRR 0127 44+31.00 1305.97R FD LEGEND: X s lk 0 x 9 111110*44 16 8 9 1716 - CURVE IDENTIFIER, SEE TABLE. - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) - FOUND HHPR CONTROL POINT AS NOTED IN TABLE. - HHPR CONTROL POINT, DESTROYED BY CONSTRUCTION, AS NOTED IN TABLE. - RECOVERED SURVEY MONUMENT POINT IDENTIFIER, SEE TABLE FOR DESCRIPTION. - RECOVERED SURVEY MONUMENT - RECOVERED SURVEY MONUMENT, NO NEW MONUMENT SET DUE TO CLOSE PROXIMITY TO EXISTING MONUMENT - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, NOT RESET - SET 5/8" IR W1 OPC INSCRIBED "HHPR INC" - SET 5/8" IR W/ BLUE PLASTIC CAP INSCRIBED "HHPR INC REF MON" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ROAD GEOMETRY POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" QUARTER SECTION CORNER SECTION CORNER RESOLVED SECTIONAL LINE UNRESOLVED SECTIONAL LINE (FOR GRAPHICAL PURPOSES ONLY) - - - - - - - OLD RIGHT-OF-WAY LINE ABBREVIATIONS: 1/2"IR RPC =1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED "HHPR CONTROL" BP = 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" CS = DESCHUTES COUNTY SURVEY RECORDS IP = IRON PIPE IR = IRON ROD (REBAR) OCRR = OREGON CORNER RESTORATION CARD ODOT = OREGON DEPARTMENT OF TRANSPORTATION OPC = ORANGE PLASTIC CAP ROW = RIGHT OF WAY RPC = RED PLASTIC CAP W/ = WITH YPC = YELLOW PLASTIC CAP DBC = DESTROYED BY CONSTRUCTION FD = FOUND 11��UC$i CQ o soo t000 2000 ��L�p 0 2 20Zs- BY& Col ►1s � SCALE: i" =7000' REGISTERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 RENEWS: 6-30-2025 Harper HP Houf Peterson Righellis Inc. E N G I N E E R S •P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 SHEET 4 OF 30 JTH/CLG 1/29/2025 DCO-01 RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE-HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE-HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: DUNE - NOVEMBER, 2024 SEE SHEET 6 - - - 9 00 '- '- - DECLARATION OF DEDICATION -� FOUND MONUMENT TABLE POINT NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET STATUS DOCUMENT NUMBER 1983-11020 Ln "HWA" 141 405677.75 3296004.56 5/8" IR W/ YPC INSCRIBED CS15015 4+76.54 54.54' FD x 493 405680.33 3295989.05 1-1/2" COPPER DISK INSCRIBED "ODOT CONTROL 5002" CS16539 4+77.25 38.83R FD M 00 -1 `i M M M o 496 405527.11 3295964.93 5/8" IR W/ YPC INSCRIBED "HWA" CS15015 BEYOND STATIONING FD TAX LOT 171209C000200 Q o n a cc 524 405652.87 3295976.65 5/8" IR W/YPC INSCRIBED "HWA" CS15015 4+48.51 29.81R FD 525 405678.93 3296280.18 5/8" IR CS16343 5+10.67 328.04R FD cc 0 o VARIES NO MONUMENT FOUND O of °p PER CS20962. Z $ 00Ln 1,46 545 405737.64 3295986.92 5j8" IR W/ OPC INSCRIBED "AKS ENGR." CS20962 5+33.90 29.87R REF STA:7+91.00 '"'LU ' 3000' o = 546 405646.43 3295915.43 5/8" IR W/ OPC INSCRIBED "AKS ENGR." CS20962 BEYOND STATIONING FD OFF:30.00 L 30.001 o N N A06000.05' 30 N E:3295958.22' DECLARATION OF DEDICATION r DOCUMENT NUMBER 2000-44557 CALCULATED SW 1/16 NO MONUMENT FOUND N :405707.58' E:3295959.30' DECLARATION OF DEDICATION DOCUMENT NUMBER 1992-28453 BEGIN: 4+34.85 N A05642.88 E:3295945.42 LEGEND: C# (R#) (D#) X A O 0 X 0 El 16 8 9 1716 Ln �Ca Ln K"! Ln�0 M M o� o M O `n N 0 Ln Q tz 30.00' 7f0 f° m� Q �uw O� 0 Ln N o 0 a Cd z� z 6%00 30.00 524 L0 cc a2f U 496 141 MONUMENT IS 30.00' FROM THE 1/16TH SECTION LINE �S48014'20"W 37.13' & R59 S48018'56"W 37.47 R41 (R46) S48020'24"W 37.38'� R60 S06051'35"W 13.83' &(R59) (N06051'21"E 13.78') (R41)(R46) (S06'51'39"W 13.74') (R60) HIGHLAND COMMERCIAL PARK LOT 13 TAX LOT 171209CDO0400 - CURVE IDENTIFIER, SEE TABLE. - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) - FOUND HHPR CONTROL POINT AS NOTED IN TABLE. - HHPR CONTROL POINT, DESTROYED BY CONSTRUCTION, AS NOTED IN TABLE. - RECOVERED SURVEY MONUMENT POINT IDENTIFIER, SEE TABLE FOR DESCRIPTION. - RECOVERED SURVEY MONUMENT - RECOVERED SURVEY MONUMENT, NO NEW MONUMENT SET DUE TO CLOSE PROXIMITY TO EXISTING MONUMENT - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, NOT RESET - SET 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SET 5/8" IR W/ BLUE PLASTIC CAP INSCRIBED "HHPR INC REF MON" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ROAD GEOMETRY POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" QUARTER SECTION CORNER - SECTION CORNER RESOLVED SECTIONAL LINE UNRESOLVED SECTIONAL LINE (FOR GRAPHICAL PURPOSES ONLY) - - - - - - - OLD RIGHT-OF-WAY LINE O N89°45'18"E 275.62' &(R59) 525 (N89°46'31"E 275.61') (R41)(R46) (S89046'41"W 278.06') (R60) MONUMENT IS 29.90' FROM THE 1/16TH SECTION LINE ABBREVIATIONS: 1/2"IR RPC = 1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED "HHPR CONTROL" BP=1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" CS = DESCHUTES COUNTY SURVEY RECORDS IP = IRON PIPE IR = IRON ROD (REBAR) OCRR = OREGON CORNER RESTORATION CARD ODOT = OREGON DEPARTMENT OF TRANSPORTATION OPC = ORANGE PLASTIC CAP ROW = RIGHT OF WAY RPC = RED PLASTIC CAP W/ = WITH YPC = YELLOW PLASTIC CAP DBC = DESTROYED BY CONSTRUCTION FD = FOUND uE.SCH"UTES %COUNff Y SU,,%r-RVEY0,r,,.! FILED O2 Z8 zozs BY: Co ,Boom NTRO L POINTS JG DESCRIPTION STATION OFFSET STATUS ,.64 1/2"IR RPC - DBC 7+74.37 32.61L DBC URVE TABLE )ELTA LENGTH LONG CHORD )020'03" 339.06' S01042'00"W, 338.60' )020'03" 339.06' N01041'20"E, 338.60' )°20'03" 1 339.06' S01041'38"W, 338.60' 'L' 1+100.701 (METERS) P.O.T. PER (R48) .w I nL-1%j ENT'L' WL. PER (R48) REGISTERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 0 25 50 100 SCALE: 1" = 50' Harper HP t Houf Peterson Righellis Inc. E N G I N E E R S •P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 RENEWS: 6-30-2025 SHEET 5 OF 30 JTH/CLG 1/29/2025 DCO-01 ,«e x•_ � �_- ,' e RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE-HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST,AND THE WEST ONE-HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: DUNE - NOVEMBER, 2024 FOUND MONUMENT TABLE POINT NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET STATUS 112 407023.91 3296030.38 5/8" IR STAMPED "LS1848" ON END, LEANS SW FROM TREE ROOT, TIED AT HOLE IN ROOT, UP 1.8' ORIGIN UNKNOWN 18+19.24 38.66R FD 136 407567.39 3296004.54 3/4" COPPER PIPE SET IN CONCRETE, UP 0.3' - DBC ORIGIN UNKNOWN 23+63.27 30.08R RESET 137 407505.32 3296006.52 1/2" IR BENT NW, TIED AT BEND, DOWN 0.3' - DBC CS09630 "ROCK O' THE RANGE HOMESITES" 23+01.17 30.08R RESET 138 407037.60 3296021.28 5/8" IR, UP 0.3' CS09630 "ROCK O' THE RANGE HOMESITES" 18+33.21 30.00R FD 491 407023.67 3295958.69 3" BRASS CAP INSCRIBED "T173 R12E W 1/16 S9 RLS1848 198411, DOWN 0.5' ORIGIN UNKNOWN 18+21.28 33.00L FD 492 407033.34 3295952.48 5/8" IR W/ YPC INSCRIBED "BAXTER SURVEYING" CS19034 18+31.13 38.89L FD 500 407024.69 3297272.77 1/2" IR W/ CRACKED AND FADED YPC INSCRIBED "PLS??84", UP 0.4' CS02313 17+80.62 1280.45R FD 501 407042.66 3297264.85 3"X3" CROSS CHISELED INTO BEDROCK FOUND IN CS02301 17+98.84 1273.11R FD 517 407023.80 3294643.97 3-1/4" ALUMINUM CAP DOWN 0.8' OCRR 0135 18+63.10 1347.05L FD 519 407200.25 3295956.34 5/8" IR FOUND IN CS19034, SHOWN AS "NOT SET" IN CS02302 "HUNNELL HILLS" 19+97.84 29.74L FD 522 407649.62 3296290.27 5/8" IR CS09630 "ROCK O' THE RANGE HOMESITES" 24+36.39 318.27R FD 523 407591.89 3296306.80 5/8" IR CS09630 "ROCK O' THE RANGE HOMESITES" 23+78.17 332.96R FD 540 407033.20 3295954.36 5/8" IR W/ YPC INSCRIBED "AKS ENGR." CS20962 18+30.94 37.02L FD 541 407037.66 3296026.26 5/8" IR W/ YPC INSCRIBED "AKS ENGR." CS20962 18+33.12 34.99R FD (CS 02302) TAX LOT 171209BOO2100 NORTH -SOUTH CENTERLINE OF THE NORTHWEST 1/4 OF SECTION 9, S00°02'30"E 2636.33' 0 25 50 100 SCALE: 1" = 50' OWNERSHIP OF PARCEL STRIP< BETWEEN SECTION LINE AND ROW IS UNKNOWN TAX LOT 171209BOO2200 (CS 02302) STA:18+30.06 O FF:0.00' N89035'16"E 6.97' &(R59) SEE SHEET 8 30.Oo' 30.00' 24 00 Ln 66 rn Ln in �= 06 rn o Ln, rn � o N a o o z ° 0 z 23 00 (N89°35'12"E 1310.48')(R60) CED N89035'16"E 1310.47' &(R59) (TO ROW) ~,j CALCULATED CW 1/16 BEARS S86053'54"E 1.93' FROM MONUMENT #492 TAX LOT 171209C000200 DECLARATION OF DEDICATION DOCUMENT NUMBER 1983-11020 492 0 cc M 00 ri M 0 r� u fT N r-1 ° C 0 27 22+00 21+00 Fm me rn 4 0 rn r-i LO 19+00 HELD MIDPOINT TAX LOT 171209B000900 R31 40o MONUMENT #136 IS 30.00' FROM THE CENTERLINE OF BOWERY LANE. �� ,p,NE• 136 Qj�vV� o +NI 3p5.Op` ��31 5` &tR591 o N�3°57`0�6„w �12 0 C 30.00' LI 30.00' I CURVE TABLE CURVE RADIUS DELTA LENGTH LONG CHORD C4 &(R59) 5699.58 2 25 37, 241.42 NO3 26 27 W, 241.40 C5 &(R59) 10000.00' 0026'55" 78.31' NO2°02'30"W, 78.31' C5 (R60) (10000.00') (0°26-55") (78.31') (NO2°02'29"W, 78.31') CONTROL POINTS POINT NORTHING EASTING DESCRIPTION STATION OFFSET STATUS 27 407433.75 3295959.02 1/2"IR RPC 22+31.14 19.66L FD 28 406994.52 3295972.48 1/2"IR RPC - DBC 17+91.71 20.14L DBC 137 LEGEND: C# - CURVE IDENTIFIER, SEE TABLE. (R#) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) (CS 09630) (D#) - RECORD DATA PER SURVEY REFERENCES ROCK O' THE RANGE (SEE SHEET 3) HOMESITES - FOUND HHPR CONTROL POINT AS NOTED IN TABLE. " HHPR CONTROL POINT, DESTROYED BY CONSTRUCTION, AS NOTED IN TABLE. ### - RECOVERED SURVEY MONUMENT POINT IDENTIFIER, SEE TABLE FOR DESCRIPTION. TAX LOT 17120913000800 - RECOVERED SURVEY MONUMENT - RECOVERED SURVEY MONUMENT, NO NEW MONUMENT SET DUE TO CLOSE PROXIMITY TO EXISTING MONUMENT SURVEY MONUMENT FOUND IN CS20520, LnM DESTROYED BY CONSTRUCTION, NOT RESET cz n 0 - SET 5/8" IR W/ OPC INSCRIBED "HHPR INC" oNm Q - SET 5/8" IR W/ BLUE PLASTIC CAP INSCRIBED 06 rNQ0 "HHPR INC REF MON" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT Noo ORIGINAL POSITION WITH A 5/8" IR W/ OPC (n;^ INSCRIBED "HHPR INC" SURVEY MONUMENT FOUND IN CS20520, Zz DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR INC" ❑ - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ROAD GEOMETRY POSITION WITH A 5/8" IR 9 9 W/ OPC INSCRIBED "HHPR INC" 16 - QUARTER SECTION CORNER 8 9 SECTION CORNER 17 16 RESOLVED SECTIONAL LINE UNRESOLVED SECTIONAL LINE (FOR GRAPHICAL PURPOSES ONLY) - - - - - - - OLD RIGHT-OF-WAY LINE vv �, SEE DETAIL THIS SHEET 18 00 28 rn Ln M M o L LA Ln U 06 rq VARIES VARIES � u 0 0 z 17+00 ABBREVIATIONS: 1/2"IR RPC = 1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED "HHPR CONTROL" BP = 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" CS = DESCHUTES COUNTY SURVEY RECORDS IP = IRON PIPE IR = IRON ROD (REBAR) OCRR = OREGON CORNER RESTORATION CARD ODOT = OREGON DEPARTMENT OF TRANSPORTATION OPC = ORANGE PLASTIC CAP ROW = RIGHT OF WAY RPC = RED PLASTIC CAP W/ = WITH YPC = YELLOW PLASTIC CAP DBC = DESTROYED BY CONSTRUCTION FD = FOUND DETAIL 138 541 540 1-- 1- N89°35'16"E 30.00' S89035'16"W 6.97' 30.00' 4.99' 492 36.97' Q 34.99' CALCULATED CW 1/16 STA:18+30.97 OFF:36.97' L -j -t N:407033.23' z u E:3295954.41' Z #540 BEARS 491 S57°44'43"W 0.06' _ 112 541 N89°35'16"E 1238.50' &(R59) r 112 - S89035'16"W 4.99' &(R59) PT: 17+74.18 N:406977.65 E:3295993.16 TAX LOT171209CO00100 -PC: 16+95.87 N A06899.39 E:3295995.95 F 501 CENTER OF SECTION 9 � 500 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 Harper HP t Houf Peterson Righellis Inc. E N G I N E E R S+ P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 SHEET 7 OF 30 JTH/CLG 1/29/2025 DCO-01 SEE SHEET 6 RENEWS: 6-30-2025 RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE-HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE-HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: DUNE - NOVEMBER, 2024 FOUND MONUMENT TABLE POINT NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET STATUS 132 409213.93 3295995.15 5/8" IR, DOWN 0.5' CS09630 "ROCK O' THE RANGE HOMESITES" 40+10.65 30.03R FD 485 409669.59 3295982.56 5/8" IR BENT SW TIED AT BEND, DOWN 2.0' CS11866 44+66.18 30.05R FD 486 409669.53 3295952.50 5/8" IR - DBC CSO4904 44+66.95 O.00R DBC 498 409669.37 3294646.23 3-1/4" ALUMINUM CAP UNREADABLE OCRR 0126 44+69.43 1306.26L FD 510 409668.87 3295987.09 5/8" IR, DOWN 2.0' CS09630 "ROCK O' THE RANGE HOMESITES" 44+65.33 34.56R FD 518 409669.76 3297258.96 3-1/4" ALUMINUM CAP IN 2" PIPE UP 0.3 OCRR 0127 44+31.00 1305.97R FD SEE SHEET 11 CONTROL POINTS NORTHING EASTING DESCRIPTION STATION OFFSET STATUS 409403.98 3295964.97 1/2"IR RPC - DBC 42+01.15 5.12R DBC fIFIER, SEE TABLE. 'A PER SURVEY REFERENCES } 'A PER SURVEY REFERENCES } t CONTROL POINT AS NOTED IN ;OL POINT, DESTROYED BY ON, AS NOTED IN TABLE. SURVEY MONUMENT POINT ;EE TABLE FOR DESCRIPTION. SURVEY MONUMENT SURVEY MONUMENT, NO NEW SET DUE TO CLOSE PROXIMITY MONUMENT JUMENT FOUND IN CS20520, 3Y CONSTRUCTION, NOT RESET // OPC INSCRIBED "HHPR INC" // BLUE PLASTIC CAP INSCRIBED =F MON" JUMENT FOUND IN CS20520, 3Y CONSTRUCTION, RESET AT ISITION WITH A 5/8" IR W/ OPC IHPR INC" JUMENT FOUND IN CS20520, 3Y CONSTRUCTION, RESET AT SITION WITH A 1-5/32" COPPER VSCRIBED "HHPR INC" JUMENT FOUND IN CS20520, 3Y CONSTRUCTION, RESET AT ETRY POSITION WITH A 5/8" IR RIBED "HHPR INC" -TION CORNER ,N ER ;ECTIONAL LINE :D SECTIONAL LINE 1ICAL PURPOSES ONLY} -OF-WAY LINE REGISTERED PROFESSIONAL LAND SURVEYOR ol� - OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 RENEWS: 6-30-2025 DETAIL 1 " = 2' STA:44+66.51 OFF:30.00' R N:409669.92' E:3295982.50' 485 ABBREVIATIONS: 1/2"IR RPC = 1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED "HHPR CONTROL" BP = 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" CS = DESCHUTES COUNTY SURVEY RECORDS IP = IRON PIPE IR = IRON ROD (REBAR) OCRR = OREGON CORNER RESTORATION CARD ODOT = OREGON DEPARTMENT OF TRANSPORTATION OPC = ORANGE PLASTIC CAP ROW = RIGHT OF WAY RPC = RED PLASTIC CAP W/ = WITH YPC = YELLOW PLASTIC CAP DBC = DESTROYED BY CONSTRUCTION FD = FOUND 0 25 50 100 SCALE: 1" = 50' Harper HP Houf Peterson Righellis Inc. E N G I N E E R S •P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 SHEET 10 OF 30 JTH/CLG 1/29/2025 DCO-01 TAX LOT 1712040000306 RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE-HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE-HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: DUNE - NOVEMBER, 2024 SEE SHEET 12 .�� ....I min � I�� 30.00' 30.00' a) Ln M 06 0) Ln �LylI WY. M co zn m M fn - e-1 M p ry� U.' En i" W PARCEL 3 0 on PP 1994-19 F., TAX LOT 1712040000400 z on 0 0 z z 54 00 OWNERSHIP OF PARCEL Q STRIP BETWEEN RIGHT OF 0 WAY AND PARCEL 3 IS W UNKNOWN J w 483 Z Z NW CORNER = PARCEL 2 PP 1994-19 FOUND MONUMENT TABLE POINT NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET STATUS 483 410551.33 3295980.81 5/8" IR CS11866 53+49.91 44.15R FD 484 410110.45 3295981.79 5/8" IR BENT NW, TIED AT BEND CS11866 49+07.31 30.33R RESET CONTROL POINTS POINT NORTHING EASTING DESCRIPTION STATION OFFSET STATUS 22 410044.29 3295943.39 1/2"IR RPC-DBC 48+41.73 8.35L DBC CURVE TABLE CURVE RADIUS DELTA LENGTH LONG CHORD C6 &(R59) 970.00' 4°10'38" 70.72' NO2°12'16"W, 70.70' C7 &(R59) 1000.00' 4°10'38" 72.91' NO2°12'16"W, 72.89' C8 &(R59) 1030.00' 4°10'38" 75.09' NO2°12'16"W, 75.08' C9 &(R59) 1030.00' 2°2617" 43.83' NO3°04'27"W, 43.83' C10 &(R59) 1000.00' 2°26'17" 42.55' NO3°04'27"W, 42.55' C11 &(R59) 970,00' 2°2617" 41.28' N03004'27"W, 41.27' C12 &(R59) 2030.00' 2°48'48" 99.68' N00°26'54"W, 99.67' C13 &(R59) 2000.00' 2048148" 98.20' N00°2654"W, 98.19' C14 &.(R59) 1970.00' 2°48'48" 96.73' N00°26'54"W, 96.72' PT: 53+12.94 N:410515.10 E:3295936.04 LEGEND: 53 00 C# - CURVE IDENTIFIER, SEE TABLE. (R#) - RECORD DATA PER SURVEY REFERENCES O1 Ln Ln c`nc (SEE SHEET 3) 06 06 � (D#) - RECORD DATA PER SURVEY REFERENCES � � (SEE SHEET 3) U - FOUND HHPR CONTROL POINT AS NOTED IN TABLE. OWNERSHIP OF PARCEL - HHPR CONTROL POINT, DESTROYED BY STRIP BETWEEN RIGHT OF CONSTRUCTION, AS NOTED IN TABLE. PC: 52+14.74 WAY AND PARCEL 2 IS ### - RECOVERED SURVEY MONUMENT POINT N:410416.91 UNKNOWN IDENTIFIER, SEE TABLE FOR DESCRIPTION. E:3295936.81 r52 00RECOVERED - RECOVERED SURVEY MONUMENT SURVEY MONUMENT, NO NEW Ln MONUMENT SET DUE TO CLOSE PROXIMITY Ln TO EXISTING MONUMENT SURVEY MONUMENT FOUND IN CS20520, 0000,00 DESTROYED BY CONSTRUCTION, NOT RESET m M O - SET 5/8" IR W/ OPC INSCRIBED "HHPR INC" Q - SET 5/8" 1R W/ BLUE PLASTIC CAP INSCRIBED � 00 PARCEL 2 "HHPR INC REF MON" ;_q PP 1994-19 SURVEY MONUMENT FOUND IN CS20520, ►`in ;n a r, o TAX LOT 1712040000401 DESTROYED BY CONSTRUCTION, RESET AT z z z ORIGINAL POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" 51 00 - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 1-5/32" COPPER PT: 50+76.87 ALLOY DISK INSCRIBED "HHPR INC" NA10279.12 - SURVEY MONUMENT FOUND IN CS20520, E;3295941.28 0) a DESTROYED BY CONSTRUCTION, RESET AT Ln Ln x x 9 ROAD GEOMETRY POSITION WITH A 5/8" IR 606 W/ OPC INSCRIBED "HHPR INC" U PC: 50+34.32 U - 16 QUARTER SECTION CORNER N:410236.63 E:3295943.56 8 9 Ln f Ln 3 n' - SECTION CORNER En °� M °z 17 16 U') o v �o RESOLVED SECTIONAL LINE o z o Z n UNRESOLVED SECTIONAL LINE z (FOR GRAPHICAL PURPOSES ONLY) - - - - - - - OLD RIGHT-OF-WAY LINE PT: 49+63.81 N:410166.32 a, E:3295948.84 a rn in Ln 00 U w cz 06 u 484 PC:48+90.90 49100 N:410093.48 SEE DETAIL THIS SHEET. E:3295951.64 OWNERSHIP OF PARCEL 30.00' 30.00' STRIP BETWEEN ROW AND PARCEL 1, PP 1994-19 rn IS UNKNOWN. N 000 L X 22 PARCEL 1 06 o o PP 1994-19 rn z TAX LOT 1712040000402 m _ m Ql Ln -�' r- 48 00 6 yl i0 Lr) o F) rv; Q � N � z M N - 00 0 0 Q z 0 30.00' a 30.00' z SEE SHEET 10 DETAIL N.T.S: EAST -WEST SCALE IS EXAGGERATED FOR CLARITY 0 O J J W z z D T 484 PARCEL 1 PP 1994-19 TAX LOT 1712040000402 .a.. �''yy 7�'.�2:.1t{i.`b---'3 aYat`sLG��`•..F.i�y jtrw�� .iu i` e iw a, "•' ZU OF% ZL6. ABBREVIATIONS: 1/2"IR RPC = 1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED "HHPR CONTROL" BP = 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" CS = DESCHUTES COUNTY SURVEY RECORDS IP = IRON PIPE IR = IRON ROD (REBAR) OCRR = OREGON CORNER RESTORATION CARD ODOT = OREGON DEPARTMENT OF TRANSPORTATION OPC = ORANGE PLASTIC CAP ROW = RIGHT OF WAY RPC = RED PLASTIC CAP W/ = WITH YPC = YELLOW PLASTIC CAP DBC = DESTROYED BY CONSTRUCTION FD = FOUND REGISTERED PROFESSIONAL LAND SURVEYOR ' OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 RENEWS: 6-30-2025 0 25 50 100 SCALE. 1 " = 50' Harper HP Houf Peterson Righellis Inc. E N G I N E E R S •P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 SHEET 11 OF 30 JTH/CLG 1/29/2025 DCO-01 21486 RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE-HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE-HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: DUNE - NOVEMBER, 2024 FOUND MONUMENT TABLE POINT NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET STATUS 481 411324.75 3295910.60 1/2" IR, UP 0.8' - DBC CS02204 61+21.45 26.95L DBC SEE SHEET 13 534 482 410992.10 3295979.82 5/8" IR W/ YPC, ILLEGIBLE CS02207 57+88.35 43.52R FD 534 411479.92 3295977.49 5/8" IR W/ OPC INSCRIBED "MUNSON & ASSOCIATES" CS21135 62+80.23 29.98R FD 30.00' 30.00' 535 411351.02 3295969.12 5/8" IR W/ OPC INSCRIBED "MUNSON & ASSOCIATES" CS21135 61+51.07 29.97R FD cn Lm a ti 0: 536 410992.14 3295966.27 5/8" IR W/ OPC INSCRIBED "MUNSON & ASSOCIATES" CS21135 57+88.93 29.98R FD in N 0?1 En m Ln 0:537 411004.69 3295965.82 5/8" IR W/ OPC INSCRIBED "MUNSON & ASSOCIATES" CS21135 58+01.49 30.03R FD ai cn 0 �06 3295964.26 5/8" IR W/ OPC INSCRIBED "MUNSON & ASSOCIATES" CS21135 58+91.86 29.99R FD w Z �'., �� 538 411093.69 Ln Nt � 62 00 of CN 539 411234.36 3295965.04 5/8" IR W/ OPC INSCRIBED "MUNSON &ASSOCIATES" CS21135 60+32.53 30.00R FD o w M O to TAX LOT 1712040000308 z nt PT: 61+51.08 FN NA11352.98 0 E:3295939.21 z 535 481 61 00 1D Ln in in 06 rn 06 Ln M N U u 66 N U PC: 60+32.50 []� TAX LOT 1712040000502 NA11234.49 539 E:3295935.04 J J w 60 QO Z rn =� m m m 9; °a o?i TAX LOT 1712040000307 06 zn Ln 1� � 0 0 1H e_1 w w w zD -ono Ln n 0 00 o0 T, o o 0 Z z z 59 00 538 PT: 58+91.85 N A11093.84 E:3295934.27 L 0) Ln 0 06 00 U U PC: 58+01.46 N A11003.47 E:3295935.81 58 00 537 ; 536 482 .- NW CORNER Ln PARCEL 3 Ln PP 1994-19 o2S 06 � 21 n � o 0 1-4 rq Lo N lD n► 0 Z z z 57 00 PT: 56+80.74 NA10882.85 E:3295940.60 rn 0 S of S 06 06 06 tD r*1 Ln U U TAX LOT 1712040000306 U PC: 56+24.33 NA10826.45 E:3295941.25 56 00 PARCEL3 PP 1994-19 30.00' 30.00' TAX LOT 1712040000400 -- Ln 06 66 OWNERSHIP OF PARCEL m "�� m STRIP BETWEEN RIGHT OF `" ri � WAY AND PARCEL 3 IS m `r' m UNKNOWN w w w b b r` Ln � C r` Ln z 0 0 z z 55tOO SEE SHEET 11 CONTROL POINTS POINT NORTHING EASTING DESCRIPTION STATION OFFSET STATUS 21 410942.96 3295922.92 1/2"1R RPC- DBC 57+41.51 15.29L DBC CURVE TABLE CURVE RADIUS DELTA LENGTH LONG CHORD C15 &(R59) 970.00' 3013'56" 54.72' NOO°39'28"W, 54.71' C16 &(R59) 1000.00' 3013'56" 56.41' N00039'28"W, 56.41' C17 &(R59) 1030.00' 3013'56" 58.11' N00°39'28"W, 58.10' C18 &(R59) 2030.00' 2035'22" 91.75' N00°58'45"W, 91.74' C19 &(R59) 2000.00' 2035'22" 90.39' NOQ°58'45"W, 90.38' C20 &(R59) 1970.00' 2035'22" 89.04' NOQ°58'45"W, 89.03' C20 (R61) 1970.00' 2035'22" 89.03' N00058'45"W, 89.03' C21 &(R59) 2030.00' 3023'49" 120.36' N02000'51"E, 120.34' C22 &(R59) 2000.00' 3023'49" 118.58' N02000'51"E, 118.56' C23 &(R59)(R61) 1970.00' 3023'49" 116.80' NO2°00'51"E, 116.78' LEGEND: ABBREVIATIONS: C# - CURVE IDENTIFIER, SEE TABLE. 1/2"IR RPC =1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED (R#) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) "HHPR CONTROL" (D#) - RECORD DATA PER SURVEY REFERENCES BP = 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" (SEE SHEET 3) CS = DESCHUTES COUNTY SURVEY RECORDS - FOUND HHPR CONTROL POINT AS NOTED IN IP = IRON PIPE TABLE. - HHPR CONTROL POINT, DESTROYED BY IR = IRON ROD (REBAR) CONSTRUCTION, AS NOTED IN TABLE. OCRR = OREGON CORNER RESTORATION CARD ### - RECOVERED SURVEY MONUMENT POINT ODOT = OREGON DEPARTMENT OF TRANSPORTATION IDENTIFIER, SEE TABLE FOR DESCRIPTION. - RECOVERED SURVEY MONUMENT OPC = ORANGE PLASTIC CAP - RECOVERED SURVEY MONUMENT, NO NEW ROW = RIGHT OF WAY MONUMENT SET DUE TO CLOSE PROXIMITY RPC = RED PLASTIC CAP TO EXISTING MONUMENT - SURVEY MONUMENT FOUND IN CS20520, W/ = WITH DESTROYED BY CONSTRUCTION, NOT RESET YPC = YELLOW PLASTIC CAP 0 - SET 5/8" IR W/ OPC INSCRIBED "HHPR INC" DBC = DESTROYED BY CONSTRUCTION - SET 5/8" IR W/ BLUE PLASTIC CAP INSCRIBED FD = FOUND HHPR INC REF MON" �( - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR INC" ❑ - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ROAD GEOMETRY POSITION WITH A 5/8" IR 9 9 W/ OPC INSCRIBED "HHPR INC" 1 - QUARTER SECTION CORNER 8 9 SECTION CORNER 0 25 50 100 17 16 RESOLVED SECTIONAL LINE SCALE. 1" = 50' UNRESOLVED SECTIONAL LINE (FOR GRAPHICAL PURPOSES ONLY) - - - - - - - OLD RIGHT-OF-WAY LINE �iu�'` HIED OZ 2 Zd2 5 &/b W.5 F GISTERED FESSIONAL D SURVEYOR OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 Harper HP Houf Peterson Righellis Inc. E N G I N E E R S• P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 RENEWS: 6-30-2025 SHEET 12 OF 30 JTH/CLG 1/29/2025 DCO-01 RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE-HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE-HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: DUNE - NOVEMBER, 2024 SEE SHEET 14 30.00' 30.00' rn 70 00 Ln 06 Ln o� Ln 06 0 a. 06 d 01 zz al o � O al M PT:69+00.95 NA12102.36 z E:3295940.59 z PC: 68+33.13 N:412034.54 E:3295941.82 TAX LOT 1712040000301 69 00 1 rn LO LO co z � h 06 dS N U N N U U 478 68+00 Q 0 J J W z z D 2 67 + 00 Ln m M O z 0 530 #530 BEARS N60033'09"W 0.06' 20 x 66 + 00 rn Ln rn Ln Cz 66 m in m m � M, m N N Ln N Ln N O z O z 65 + 00 rn Ln S Cz in in cri r- r+n N to to N 0 z 48Q \ 64 00 L Ln 9: Ln 06 x 06 Ln oz lqt N LD TAX LOT 1712040000308 u " u 30.00' PC: 62+80.23 N:411481.85 E:3295947.57130J 00 SEE SHEET 12 #531 BEARS N24012'14"W 0.10' 531 TAX LOT 1712040000502 FOUND MONUMENT TABLE POINT NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET STATUS 478 412064.24 3295937.48 5/8" IR W/ YPC, ILLEGIBLE, DOWN 0.3' - DBC CS02210 68+62.91 3.69L DBC 479 411835.50 3295928.65 5/8" IR W/ YPC INSCRIBED "LS1020" - DBC CS02210 66+34.47 18.14L DBC 480 411653.68 3295922.79 5/8" IR W/ YPC INSCRIBED "LS1020", UP 1.7' IN ROCK PILE CS02210 64+52.75 28.53L FD 530 412102.73 3295970.54 5/8" IR W/ OPC INSCRIBED "MUNSON & ASSOCIATES" CS21135 69+00.98 29.9511 FD 531 412035.39 3295971.77 5/8" IR W/ OPC INSCRIBED "MUNSON & ASSOCIATES" CS21135 68+33.22 29.96R FD 532 411702.25 3295980.08 5/8" IR W/ OPC INSCRIBED "MUNSON & ASSOCIATES" CS21135 64+99.98 29.95R FD 533 411662.08 3295981.12 5/8" IR W/ OPC INSCRIBED "MUNSON & ASSOCIATES" CS21135 64+59.80 29.98R FD 534 411479.92 3295977.49 5/8" IR W/ OPC INSCRIBED "MUNSON & ASSOCIATES" CS21135 62+80.23 29.98R FD CONTROL POINTS POINT NORTHING EASTING DESCRIPTION STATION OFFSET STATUS 20 411857.16 3295964.36 1/2"IR RPC- DBC 66+55.24 18.10R DBC CURVE TABLE CURVE RADIUS DELTA LENGTH LONG CHORD C24 &(R59) 1970.00' 5008'38" 176.86' N01008'26"E, 176.80' C25 &(R59) 2000.00' 5008'38" 179.55' N01°08'26"E, 179.49' C26&(R59) 2030.00' 5-08-38" 182.25' N01°08'26"E, 182.18' C26 (R61) 2030.00' 5°08'38" 182.25' N01008'26"E, 182.19' C27 &(R59) 5030.00' 0-46-38" 68.23' N01°02'33"W, 68.23' C28 &(R59) 5000.00' 0°46'38" 67.82' N01002'33"W, 67.82' C29 &(R59) 4970.00' 0046'38" 67.42' N01002'33"W, 67.42' C29 (R61) 4970.00' 0046'38" 67.42' N01002'34"W, 67.42' LEGEND: C# - CURVE IDENTIFIER, SEE TABLE. (R#) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) (D#) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) - FOUND HHPR CONTROL POINT AS NOTED IN TABLE. " HHPR CONTROL POINT, DESTROYED BY CONSTRUCTION, AS NOTED IN TABLE. ### - RECOVERED SURVEY MONUMENT POINT IDENTIFIER, SEE TABLE FOR DESCRIPTION. - RECOVERED SURVEY MONUMENT - RECOVERED SURVEY MONUMENT, NO NEW MONUMENT SET DUE TO CLOSE PROXIMITY TO EXISTING MONUMENT 532 - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, NOT RESET O - SET 5/8" IR W/ OPC INSCRIBED "HHPR INC" A - SET 5/8" IR W/ BLUE PLASTIC CAP INSCRIBED "HHPR INC REF MON" 533 - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" �N 64+59.78 - SURVEY MONUMENT FOUND IN CS20520, E:3295 51.1 DESTROYED BY CONSTRUCTION, RESET AT E:3295951.15 ORIGINAL POSITION WITH A 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR INC" ❑ - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT - 99 ROAD GEOMETRY POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" - QUARTER SECTION CORNER 8 9 SECTION CORNER 17 16 ABBREVIATIONS: 1/2"IR RPC = 1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED "HHPR CONTROL" BP = 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" CS = DESCHUTES COUNTY SURVEY RECORDS IP = IRON PIPE IR = IRON ROD (REBAR) OCRR = OREGON CORNER RESTORATION CARD ODOT = OREGON DEPARTMENT OF TRANSPORTATION OPC = ORANGE PLASTIC CAP ROW = RIGHT OF WAY RPC = RED PLASTIC CAP W/ = WITH YPC = YELLOW PLASTIC CAP DBC = DESTROYED BY CONSTRUCTION FD = FOUND RESOLVED SECTIONAL LINE UNRESOLVED SECTIONAL LINE (FOR GRAPHICAL PURPOSES ONLY) - - - - - - - OLD RIGHT-OF-WAY LINE REGISTERED 534 PROFESSIONAL LAND SURVEYOR Of ,Cn I r-j! 6 1- II�iY�8 OREGON _ 4/7i �Z,S �, (�jQ �� NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 RENEWS: 6-30-2025 0 25 50 100 SCALE. 1" = 50' Harper HP t Houf Peterson Righellis Inc. E N G I N E E R S• P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, -OR 97703 phone: 541.318.1161 www.hhpr.com fax: 541.318,1141 SHEET 13 OF 30 JTH/CLG 1/29/2025 DCO-01 �2 2j� RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE-HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE-HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: JUNE - NOVEMBER, 2024 SEE SHEET 15 FOUND MONUMENT TABLE POINT NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET STATUS 529 412314.78 3295968.21 5/8" IR W/ OPC INSCRIBED "MUNSON & ASSOCIATES" CS21135 71+13.04 30.05R FD CONTROL POINTS [!PEOINT NORTHING EASTING DESCRIPTION STATION OFFSET STATUS 412714.94 3295936.47 1/2"IR RPC 75+11.78 17.5611 FD CURVE TABLE CURVE RADIUS DELTA LENGTH LONG CHORD C30 &(R59) 1470.00' 11°15'14" 288.73' N06°16'51"W, 288.27' C31 &(R59) 1500.00' 11°15'14" 294.62' N06°16'51"W, 294.15' C32 &(R59) 1530.00' 11°15'14" 300.52' N06°16'51"W, 300.03' C33 &(R59) 1030.00' 7°26'44" 133.85' N08°11'06"W, 133.75' C34 &(R59) 1000.00' 24009'15" 421.57' N00°10'0911E, 418.46' C35 &(R59) 970.00' 7009'58" 121.32' N08°19'29"W, 121.24' LEGEND: C# - CURVE IDENTIFIER, SEE TABLE. (R#) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) (D#) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) - FOUND HHPR CONTROL POINT AS NOTED IN TABLE. " HHPR CONTROL POINT, DESTROYED BY CONSTRUCTION, AS NOTED IN TABLE. ### - RECOVERED SURVEY MONUMENT POINT IDENTIFIER, SEE TABLE FOR DESCRIPTION. - RECOVERED SURVEY MONUMENT - RECOVERED SURVEY MONUMENT, NO NEW MONUMENT SET DUE TO CLOSE PROXIMITY TO EXISTING MONUMENT - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, NOT RESET O - SET 5/8" IR W/ OPC INSCRIBED "HHPR INC" Q - SET 5/8" IR W/ BLUE PLASTIC CAP INSCRIBED "HHPR INC REF MON" �( - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT 9 ROAD GEOMETRY POSITION WITH A 5/8" IR "HHPR W/ OPC INSCRIBED INC" ~- - 16 QUARTER SECTION CORNER 8 9 - SECTION CORNER 17 16 RESOLVED SECTIONAL LINE UNRESOLVED SECTIONAL LINE _ (FOR GRAPHICAL PURPOSES ONLY) - - - - - OLD RIGHT-OF-WAY LINE REGISTERED PROFESSIONAL LAND SURVEYOR 00 OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 ABBREVIATIONS: 1/2"IR RPC = 1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED "HHPR CONTROL" BP = 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" CS = DESCHUTES COUNTY SURVEY RECORDS IP = IRON PIPE IR = IRON ROD (REBAR) OCRR = OREGON CORNER RESTORATION CARD ODOT = OREGON DEPARTMENT OF TRANSPORTATION OPC = ORANGE PLASTIC CAP ROW = RIGHT OF WAY RPC = RED PLASTIC CAP W/ = WITH YPC = YELLOW PLASTIC CAP DBC = DESTROYED BY CONSTRUCTION FD = FOUND 0 25 50 100 SCALE. 1 " = 50' Harper HP t Houf Peterson Righellis Inc. E N G I N E E R S• P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 RENEWS: 6-30-2025 SHEET 14 OF 30 JTH/CLG 1/29/2025 DCO-01 PARCEL 3 PP 2005-59 TAX LOT 1712040000226 ZI P I : 84+39.21- NA13632.86 E:3295910.89 STA:84+39.24 OFF:30.00' L N :413632.72' E:3295880.89' PARCEL 1 PP 1998-43 TAX LOT 1712040000215 STA:81+28.89 OFF:22.31' L N:413325.98' E:3295882.25' PRC: 80+71.41 N A13266.31 E:3295894.26 PARCEL 2 PP 1998-43 TAX LOT 1712040000224 STA:79+72.65 OFF:57.34' L N:413175.49' E:3295821.15' STA:77+77.43 N A12974.03 E:3295874.72 STA:77+80.81 0 FF:43.50' L N:412974.06' E:3295831.09' RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE-HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE-HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: DUNE - NOVEMBER, 2024 SEE SHEET 16 30.00' - 17 30.00' -... 403 (S89'54'07"E 150.49'){R43} (R49) 438 Ln S89`56'45"E 150.15' &(R59) 06 1.0 Ln LOWE LANE o 06 o 1p m (S89054'07"E 150.16')(R49) -ono 'S 432 S89056'45"E 149.78' &(R59) z b 431 LIQ z 71 J ir, = TAX LOT 1712040000220 �o0;i0 J orb pg W Z 06 z in z Co -- Z 117 D 116 468 CALCULATED_ STA:84+39.29 NW 1/16 OFF:30.00' R MONUMENT #116 BEARS N:413633.09' 84 00 S89038'21"W, 0.27' E:3295940.88' rn Ln o�S b m of rn rl Ln m o: wo Cr 0a al L 06 m in r_4 O CO M 0 z 00 M 0 � rn 83 00 w Ln Ln r, V r, 0 z 0 z 0 z 30.00' 30.00' VARIES I VARIES 82 + 00 rn Ln a 06 M U VARIES VARIES 81 00 �S)' °& 30.001 �voar '��v' / rv,�ry / 80 00 / 1/ARIES / / 3Q.00' / 'n M rn O ON U } N En 79 00 o z z z 18 i VARI ES 30.00' I 78 00 , 1 43.63' &(R59) , 472 13.54' &(R59) 30.09' 1 30.10' ' . S89°57'27"E &(R59) (N89055'06"W)(R37) 30.00' � 30.00' SEE SHEET 14 PT: 82+39.41 N A13433.06 E:3295911.77 TAX LOT 1712040000206 STA:81+25.90 OFF:38.77' R N:413314.39' E:3295942.30' 4GH)PART OF PARCEL 1 PP 1998-43 TAX LOT 1712040000215 470 .--- STA:80+88.03 OFF: 30.00' R N:413276.86' R=800.00' It E:3295927.06' L=17.16' LC=N11°38'19"E, 17.15' N STA:80+71.52 M OFF:30.00' R °►n' N:413260.06' ' rn cc E:3295923.60' oZS � �a LPL ko �Lon w w w W �^ m � M � 0 0 0 0o z -DECLARATION OF DEDICATION DOCUMENT NUMBER 2022-25807 ©=16°59'41" R=970.00' L=287.71' LC=S3°45'20"W, 286.66' STA:77+74.92 OFF:30.00' R N:412974.01' E:3295904.82' 38.99' lI 115 FOUND MONUMENT TABLE POINT NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET STATUS 114 412978.26 3296003.68 5/8" IR ORIGIN UNKNOWN 77+70.40 128.87R FD 115 412973.98 3295943.81 5/8" IR W/ YPC BENT SW TIED AT BEND, ILLEGIBLE CS11154 77+71.42 68.85R FD 116 413633.09 3295940.62 5/8" IR W/ YPC INSCRIBED "HWA" BENT SW, UP 0.3' (HELD) C511154 84+39.28 29.73R FD 117 413639.86 3296000.41 5/8" IR, UP 0.5' CS02202 84+45.74 89.56R FD 403 413752.87 3295940.03 5/8" IR W/ YPC INSCRIBED "SCE&S" - DBC CS15092 85+59.07 29.78R RESET 431 413692.77 3296090.39 5/8" IR W/ YPC INSCRIBED "SCE&S", UP 0.7' CS16817 84+98.17 179.82R FD 432 413692.85 3295940.22 5/8" IR W/ DAMAGED YPC, ILLEGIBLE - DBC C516817 84+99.05 29.65R RESET 438 413752.67 3296090.35 5/8" IR W/ YPC INSCRIBED "SCE&S" CS15092 85+58.08 180.10R FD 468 413632.71 3295880.89 5/8" IR W/ YPC INSCRIBED "BAXTER LS2041" (HELD) CS13390 84+39.20 30.00L FD 469 413314.29 3295942.20 5/8" IR W/ YPC INSCRIBED "BAXTER LS2041" - DBC C513390 81+25.78 38.69R RESET 470 413303.56 3295942.20 5/8" IR W/ YPC INSCRIBED "BAXTER LS2041", UP 0.3' C513390 81+15.69 40.28R FD 471 413303.60 3295873.16 5/9" IR W/ YPC INSCRIBED "BAXTER LS2041" CS13390 81+04.59 27.84L FD 472 412974.06 3295831.09 5/8" IR W/ YPC INSCRIBED "BAXTER LS2041" (HELD) 7 C513390 777+80.81 43.50E FD CONTROL POINTS POINT NORTHING EASTING DESCRIPTION STATION OFFSET STATUS 17 413763.02 3295951.41 1/2"IR RPC 85+69.16 41.22R FD 18 413078.66 3295856.60 1/2"IR RPC- DBC 78+81.78 15.20L DBC CURVE TABLE CURVE RADIUS DELTA LENGTH LONG CHORD C34 &(R59) 1000.00' 24009'15" 421.57' N00010'09"E, 418.46' C37 &(R59) 770.00' 12°30'02" 168.00' N05°59'46"E, 167.66' LEGEND: C# - CURVE IDENTIFIER, SEE TABLE. (R#) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) (D#) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) - FOUND HHPR CONTROL POINT AS NOTED IN TABLE. - HHPR CONTROL POINT, DESTROYED BY CONSTRUCTION, AS NOTED IN TABLE. ### - RECOVERED SURVEY MONUMENT POINT IDENTIFIER, SEE TABLE FOR DESCRIPTION. - RECOVERED SURVEY MONUMENT - RECOVERED SURVEY MONUMENT, NO NEW MONUMENT SET DUE TO CLOSE PROXIMITY TO EXISTING MONUMENT - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, NOT RESET 0 - SET 5/8" IR W/ OPC INSCRIBED "HHPR INC" Q - SET 5/8" IR W/ BLUE PLASTIC CAP INSCRIBED "HHPR INC REF MON" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR INC" ❑ - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ROAD GEOMETRY POSITION WITH A 5/8" IR 9 9 W/ OPC INSCRIBED "HHPR INC" 16 - QUARTER SECTION CORNER 8 9 SECTION CORNER 17 16 RESOLVED SECTIONAL LINE UNRESOLVED SECTIONAL LINE (FOR GRAPHICAL PURPOSES ONLY) - - - - - - - OLD RIGHT-OF-WAY LINE ABBREVIATIONS: 1/2"IR RPC = 1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED "HHPR CONTROL" BP = 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" CS = DESCHUTES COUNTY SURVEY RECORDS IP = IRON PIPE IR = IRON ROD (REBAR) OCRR = OREGON CORNER RESTORATION CARD ODOT = OREGON DEPARTMENT OF TRANSPORTATION OPC = ORANGE PLASTIC CAP ROW = RIGHT OF WAY RPC = RED PLASTIC CAP W/ = WITH YPC = YELLOW PLASTIC CAP DBC = DESTROYED BY CONSTRUCTION FD = FOUND C-S NW 1/64 REGISTERED PROFESSIONAL LAND SURVEYOR 0 25 50 100 SCALE: 1 " = 50' Harper HP Houf Peterson Righellis Inc. E N G I N E E R S •P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 SHEET 15 OF 30 JTH/CLG 1/29/2025 DCO-01 RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE-HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE-HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: DUNE - NOVEMBER, 2024 FOUND MONUMENT TABLE POINT NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET STATUS 404 413939.62 3295938.92 5/8" IR W/ YPC INSCRIBED "BAXTER SURVEYING" (HELD) CS16542 87+45.83 29.66R FD 405 413939.32 3295878.97 5/8" IR W/ YPC INSCRIBED "BAXTER SURVEYING" (HELD) CS16542 87+45.85 30.29L FD 406 413963.93 3295878.15 5/8" IR W/ YPC INSCRIBED "BAXTER SURVEYING", UP 0.4' CS16542 87+72.05 30.34L FD 407 413963.93 3295938.81 5/8" IR W/ YPC INSCRIBED "BAXTER SURVEYING" CS16542 87+68.76 30.23R FD 408 414249.29 3295760.30 5/8" IR - DBC CS16542 91+06.81 30.06L RESET 409 414289.03 3295805.20 5/8" IR W/ YPC INSCRIBED "BAXTER SURVEYING" DOWN 0.8' - DBC CS16542 91+06.74 29.89R RESET 410 414475.82 3295641.54 5/8" IR W/ YPC INSCRIBED "BAXTER SURVEYING" CS16542 93+50.49 30.00L FD 411 414489.98 3295699.85 5/8" IR - DBC CS16542 93+50.38 30.00R RESET SEE SHEET 17 30.00, 411 3p.0O 410 15 #410 BEARS N16018'16"W 0.05' NON -TANGENT PT: 93+50.47 N A14482.90 g3 pp E:3295670.70 PARCEL 2 PP 2005-59 TAX LOT 1712040000225 TAX LOT 1712040000213 CONTROL POINTS POINT NORTHING EASTING DESCRIPTION STATION OFFSET STATUS 15 414476.82 3295650.99 1/2"IR RPC -DBC 93+49.31 20.58L DBC 16 414085.18 3295866.60 1/2"IR RPC - DBC 89+00.03 19.21L DBC CURVE TABLE CURVE RADIUS DELTA LENGTH LONG CHORD C39 &(R59) 470.00' 41°19'59" 339.06' N20058'14"W, 331.75' C39(R47) 470.00' 41°20'00" 339.06' N20°53'14"W, 331.75' C40 &(R59) 500.00' 41°19'59" 360.70' N20°58'14"W, 352.93' C41 &(R59) 530.00' 41°19'59" 382.34' N20°58'14"W, 374.10' C41(R47) 530.00' 41°20'00" 382.34' S20°53'14"W, 374.10' C42 &(R59) 532,52' 27°48'49" 258.51' N27°41'49"W, 255.98' C42(R47) 530.00' 27°55'57" 258.38' N27°35'16"W, 255.83' C43 &(R59) 502.52' 27°48'32" 243.90' N27°41'51"W, 241.51' C44 &(R59) 472.52' 27°48112" 229.29' N27°41'52"W, 227.05' C44(R47) 470.00' 27°55'57" 229.13' S27°35'16"E, 226.87' LEGEND: ABBREVIATIONS: C# - CURVE IDENTIFIER, SEE TABLE. 1/2"IR RPC =1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED (R#) - RECORD DATA PER SURVEY REFERENCES "HHPR (SEE SHEET 3) CONTROL" Op o�'L (D#) - RECORD DATA PER SURVEY REFERENCES BP = 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" (SEE SHEET 3) CS = DESCHUTES COUNTY SURVEY RECORDS - FOUND HHPR CONTROL POINT AS NOTED IN TABLE. IP = IRON PIPE - HHPR CONTROL POINT, DESTROYED BY IR = IRON ROD (REBAR) 409 CONSTRUCTION, AS NOTED IN TABLE. OCRR = OREGON CORNER RESTORATION CARD 5p�� ### - RECOVERED SURVEY MONUMENT POINT ODOT = OREGON DEPARTMENT OF TRANSPORTATION IDENTIFIER, SEE TABLE FOR DESCRIPTION. RECOVERED SURVEY MONUMENT OPC ORANGE PLASTIC CAP RECOVERED SURVEY MONUMENT, NO NEW ROW = RIGHT OF WAY PRC: 91+06.57 �'y yG MONUMENT SET DUE TO CLOSE PROXIMITY RPC = RED PLASTIC CAP NA14269.06 TO EXISTING MONUMENT E:3295782.95 408 2/fi - SURVEY MONUMENT FOUND IN CS20520, W/ =WITH t� DESTROYED BY CONSTRUCTION, NOT RESET YPC = YELLOW PLASTIC CAP O - SET 5/8" IR W/ OPC INSCRIBED "HHPR INC" DBC = DESTROYED BY CONSTRUCTION �9 A - SET 5/8" IR W/ BLUE PLASTIC CAP INSCRIBED FD = FOUND Q HHPR INC REF MON - SURVEY MONUMENT FOUND IN CS20520, TAX LOT DESTROYED BY CONSTRUCTION, RESET AT 1712040000223 ORIGINAL POSITION WITH A 5/8" IR W/ OPC pp INSCRIBED "HHPR INC" 9p - SURVEY MONUMENT FOUND IN CS20520, �'� DESTROYED BY CONSTRUCTION, RESET AT o ORIGINAL POSITION WITH A 1-5/32" COPPER "HHPR �� ALLOY DISK INSCRIBED INC" PARCEL 2 ❑ - SURVEY MONUMENT FOUND IN CS20520, PP 2005-59 DESTROYED BY CONSTRUCTION, RESET AT TAX LOT 1712040000225 9 9 ROAD GEOMETRY POSITION WITH A 5/8" IR "HHPR W/ OPC INSCRIBED INC" - QUARTER SECTION CORNER 16 8 9 16 $g pp - 17 16 SECTION CORNER RESOLVED SECTIONAL LINE UNRESOLVED SECTIONAL LINE (FOR GRAPHICAL PURPOSES ONLY) - - - - - - - OLD RIGHT-OF-WAY LINE 9 406 407 SEE DETAIL THIS SHEET (R47) A=3°00'16" A=3° 00 02" R=470.00' L=24.65 R=470.00' L--24.61' #405 BEARS 405 404 A=2°37'22" R=530.00 (R47) 0=2°37'30" LC=N1°43'22"W, LC=N1 ° � �� 4815 W, S85° 10 22" W 0.29 L=24.26' R=530.00' L=24.28' 24.64, 24.61' &(R59) LC=N1°36'55"W, LC=S1°31'59"E, 24.26' &(R59) 24.28' PC: 87+45.87 #404 BEARS NA13939.51 S82021'21"W 0.34' E:3295909.26 87 00 Cc Ln Ln r: PARCEL 3 °!06 PP 2005-59 `0 `r TAX LOT 1712040000226 0 Wo 0 w m a M w °O rl o rl � 00 �Q in rl o1 Z �- o o g z o z z 30.00' 30.00' 86 00 4_.4gy i/ 15 SEE SHEET DETAIL N.T.S EAST -WEST EXAGGERATED FOR CLARITY PORTION OF PARCEL 2 PP 2005-59 TAX LOT 1712040000225 407 TAXLOT 1712040000223 PORTION OF PARCEL 3 PP 2005-59 TAX LOT 1712040000226 0G04) cc J J w z z REGISTERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 0 25 50 100 SCALE. 1" = 50' Harper Houf Peterson Righellis Inc. E N G I N E E R S• P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 SHEET 16 OF 30 JTH/CLG 1/29/2025 DCO-01 RENEWS: 6-30-2025 PARCEL 2 PP 2002-15 TAX LOT 1612330000907 PCC: 98+29.25 N :414950.68 E:3295584.60 416 99�O0 30.51' /7% STA:98+2 3.98 J OFF:30.00' L 30.00' N:414950.71' E:3295554.09' 98 00 14 rn rn � L L u U PC: 97+02.02 N A14824.47 E:3295587.50 9� 00 STA:97+02.02 118 OFF:30.00' L N:414817.37' E:3295558.35' PARCEL 1 PP 2005-59 TAX LOT 1712040000200 RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE-HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE-HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: DUNE - NOVEMBER, 2024 FOUND MONUMENT TABLE POINT NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET STATUS 118 414817.36 3295558.37 5/8" IR W/ YPC INSCRIBED "BAXTER SURVEYING", UP 0.3' (HELD) CS16542 97+02.01 29.98L FD 412 414620.20 3295606.41 5/8" IR W/ YPC INSCRIBED "BAXTER SURVEYING" CS16542 94+99.08 29.97L FD 413 414620.04 3295668.17 5/8" IR W/ YPC INSCRIBED "BAXTER SURVEYING" CS16542 94+84.31 30.00R RESET 414 414831.58 3295616.63 5/8" IR - DBC CS16542 97+02.04 29.98R DBC 415 414950.64 3295615.13 5/8" IR W/ YPC INSCRIBED "SCE&S" - DBC CS14829 98+35.69 29.92R DBC 416 414950.72 3295554.06 5/8" IR W/ YPC INSCRIBED "SCE&S" (HELD) CS14829 98+23.98 30.03L FD 502 414949.70 3295933.95 5/8" IR W/ 2" ALUMINUM CAP INSCRIBED "DESCHUTES COUNTY PUBLIC WORKS W 1/16 LS 22214" OCRR 1371 101+97.31 265.36R FD oil �h DECLARATION / OF DEDICATION / DOCUMENT NUMBER / 2022-25810 PARCEL 2 % PP 2002-15 ��0'� TAX LOT 1612330000907 ,� "'� : ti C i� co 415 „ M SECTION 33 VARIES 1 J DECLARATION OF DEDICATION DOCUMENT NUMBER 2022-31067 1 STA:96+75.97 0 FF:48.23' R N :414810.56' E:3295640.52' 414 1 S G � 2 � r ' 96 OD � PR'Es 1 SECTION 4 PARCEL 1 PP 2005-59 TAX LOT 1712040000200 STA:96+69.21 OFF:72.30' R N :414809.70' E:3295665.51' S88000'46"E 25.00' &(D1)(D2) ©=15040'34" R=490.00' L=134.06' LC=NS°51'03"W, 133.65' (&D1)(D2) STA:95+43.57 OFF:30.00' R N:414677.61' E: 3295654.15' 412 413 PARCEL 2 o PP 2005-59 TAX LOT 1712040000225 �o N e� Z 94 00 30 00, 30.00 SEE SHEET 16 I 36' N89049'54"W 318.82' &(R59) S89050'57"E 318.77' (R39)(R40) 502 W 1 16 PARCEL 2 PP 2005-59 TAX LOT 1712040000225 rn I:zr LnW co Senn in S It* b) 0° 0 M o6 _W M � W �' CQ w M o� o 0 z0 0 z CONTROL POINTS POINT NORTHING EASTING DESCRIPTION STATION OFFSET STATUS 13 415155.35 3295722.01 1/2"IR RPC 100+81.20 4.20L FD 14 41.4913.71. 3295563.19 1/2"IR RPC 97+90.90 16.56L FD CURVE TABLE CURVE RADIUS DELTA LENGTH LONG CHORD C45 &(R59) 324.50' 23043'34" 134,37' N01049'45"W, 133.42' C45(R47) 324.50' 23043'21" 134.35' N01045'37"W, 133.40' C46 &(R59) 294.87' 24"43'17" 127.23' N01019'01"W, 126.24' C48 333.95' 58051'57" 343.10' N39°27'43"E, 328.21' C48(R39)(R40)(R59) 333.95' C49 &(R59) 303.95' 6502746" 347.27' N43045'16"E, 338.69' LEGEND: C# - CURVE IDENTIFIER, SEE TABLE. (R#) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) (D#) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) - FOUND HHPR CONTROL POINT AS NOTED IN TABLE. - HHPR CONTROL POINT, DESTROYED BY CONSTRUCTION, AS NOTED IN TABLE. ### - RECOVERED SURVEY MONUMENT POINT IDENTIFIER, SEE TABLE FOR DESCRIPTION. - RECOVERED SURVEY MONUMENT - RECOVERED SURVEY MONUMENT, NO NEW MONUMENT SET DUE TO CLOSE PROXIMITY TO EXISTING MONUMENT - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, NOT RESET 0 - SET 5/8" IR W/ OPC INSCRIBED "HHPR INC" A - SET 5/8" IR W/ BLUE PLASTIC CAP INSCRIBED "HHPR INC REF MON" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR INC" ❑ - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ROAD GEOMETRY POSITION WITH A 5/8" IR 9 9 W/ OPC INSCRIBED "HHPR INC" 16 QUARTER SECTION CORNER 8 9 SECTION CORNER 17 16 RESOLVED SECTIONAL LINE UNRESOLVED SECTIONAL LINE (FOR GRAPHICAL PURPOSES ONLY) - - - - - - - OLD RIGHT-OF-WAY LINE - -0 %1�u g I Lz f 2DEQuHUTES COIJAdgy mg, � J�L ABBREVIATIONS: 1/2"IR RPC = 1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED "HHPR CONTROL" BP = 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" CS = DESCHUTES COUNTY SURVEY RECORDS IP = IRON PIPE IR = IRON ROD (REBAR) OCRR = OREGON CORNER RESTORATION CARD ODOT = OREGON DEPARTMENT OF TRANSPORTATION OPC = ORANGE PLASTIC CAP ROW = RIGHT OF WAY RPC = RED PLASTIC CAP W/ = WITH YPC = YELLOW PLASTIC CAP DBC = DESTROYED BY CONSTRUCTION FD = FOUND REGISTERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 RENEWS: 6-30-2025 0 25 50 100 SCALE. 1 " = 50' Harper HP Houf Peterson Righellis Inc. E N G I N E E R S •P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 SHEET 17 OF 30 JTH/CLG 1/29/2025 DCO-01 RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE-HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE-HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: DUNE - NOVEMBER, 2024 PARCEL 2 PP 2000-47 TAX LOT1612330000905 STA:105+42.34 OFF:30.00' L N:415508.26' E:3295893.81' PARCEL 1 PP 2002-15 TAX LOT 1612330000906 12 1 I 1 DECLARATION OF DEDICATION DOCUMENT NUMBER 1 2022-25811 A=39°30'21" 1 R=490.00' L=337.86' J LC=N23°19'15"E, 331.20' &(D2)(D3) 1 419 ' SEE SHEET 19 109 00 30.00' 1 30.00' 108 ♦ 00 Cn Ln o?f 0 r-i a ko P a �r m m a z 107+00 I Q a 0 w .J .J W z z Cn Ln 1 co 106 OI rn 0 w O m 30.00' 30;.oa' z VARIES 30.00' 105 00 104+00 PARCEL 2 PP 2002-15 TAX LOT 1612330000907 DECLARATION OF DEDICATION DOCUMENT ,703 NUMBER / 00 STA:101+36.26 2022-25810 / OFF:30.00' L N A15204.11' E:3295762.69' / h�1 1P oo PARCEL 2 O 1 00 &1�591 �o f N45022'48"W \` 25.00' &(D1)(D2) PP 2002-15 TAX LOT 1612330000907 ..�� P RC: 101+76.53 NA15188.10 E:3295811.91 STA:101+50.34 0 FF:30.00' R N:415152.43' E:3295796.24' L 81 +64.00 .03' R 34.87' 14.03' 2" ' 11'38"E, &(D1)(D2) STA:101+51.57 A=43 46 50' OFF:57.40' R R=465.00' N:415126.75' L=355.31' E:3295805.86' LC=N23°52'39"E, 346.73' &(D1)(D2) rn a � � � M Ln1= .Czt- T-i a m od W r-1 cn d w o^ Qo zo z TAX LOT 1612330000800 FOUND MONUMENT TABLE POINT NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET STATUS 417 415217.27 3295804.84 5/8" IR W/ YPC INSCRIBED "SCE&S" CS14829 101+76.47 30.02L FD 418 415158.92 3295818.99 5/8" IR - DBC CS14829 101+76.58 30.02R RESET 419 415308.18 3295881.31 5/8" IR W/ YPC INSCRIBED "SCE&S" CS14829 103+41.85 30.02L FD 420 415614.24 3295900.42 5/8" IR W/ YPC INSCRIBED "SCE&S" CS14829 106+48.53 30.00L FD CONTROL POINTS POINT NORTHING EASTING DESCRIPTION STATION OFFSET STATUS 12 415449.92 3295879.22 1/2"IR RPC 104+83.21 40.93L FD CURVE TABLE CURVE RADIUS DELTA LENGTH LONG CHORD C50 273.95' 4056'13" 23.60' N74001'03"E, 23.60' C50(R39)(R40) 273.95' C52 130.00' 72055'04" 165,45' N40001'37"E, 154.50' C53 160.00' 72055'04" 203.62' N40001'37"E, 190.16' LEGEND: ABBREVIATIONS: C# - CURVE IDENTIFIER, SEE TABLE. 1/2"IR RPC = 1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED (R#) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) "HHPR CONTROL" (D#) - RECORD DATA PER SURVEY REFERENCES BP = 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" (SEE SHEET 3) CS = DESCHUTES COUNTY SURVEY RECORDS - FOUND HHPR CONTROL POINT AS NOTED IN IP = IRON PIPE TABLE. - HHPR CONTROL POINT, DESTROYED BY IR = IRON ROD (REBAR) CONSTRUCTION, AS NOTED IN TABLE. OCRR = OREGON CORNER RESTORATION CARD ### - RECOVERED SURVEY MONUMENT POINT ODOT = OREGON DEPARTMENT OF TRANSPORTATION IDENTIFIER, SEE TABLE FOR DESCRIPTION. - RECOVERED SURVEY MONUMENT OPC = ORANGE PLASTIC CAP - RECOVERED SURVEY MONUMENT, NO NEW ROW = RIGHT OF WAY MONUMENT SET DUE TO CLOSE PROXIMITY RPC = RED PLASTIC CAP TO EXISTING MONUMENT - SURVEY MONUMENT FOUND IN CS20520, W/ = WITH DESTROYED BY CONSTRUCTION, NOT RESET YPC = YELLOW PLASTIC CAP 0 - SET 5/8" IR W/ OPC INSCRIBED "HHPR INC" DBC = DESTROYED BY CONSTRUCTION a - SET 5/8" IR W/ BLUE PLASTIC CAP INSCRIBED FD = FOUND HHPR INC REF MON �( - SURVEY MONUMENT FOUND IN CS20520, OFFSTA:10.00' R 7 DESTROYED BY CONSTRUCTION, RESET AT N:4153.00' R ORIGINAL POSITION WITH A 5/8" IR W/ OPC N:415304.54' E:3295941.22' INSCRIBED "HHPR INC" jff - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT `--PT: 103+41.97 ORIGINAL POSITION WITH A 1-5/32" COPPER E:3295 11.2 ALLOY DISK INSCRIBED "HHPR INC" E:3295911.28 ❑ - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ROAD GEOMETRY POSITION WITH A 5/8" IR 9 9 W/ OPC INSCRIBED "HHPR INC" 16 QUARTER SECTION CORNER 'IT 8 9 SECTION CORNER 17 16 RESOLVED SECTIONAL LINE UNRESOLVED SECTIONAL LINE (FOR GRAPHICAL PURPOSES ONLY) ri - - - - - - - OLD RIGHT-OF-WAY LINE ME S-C HJUTT -3 z ou'W�:. oz 2oz� ;:: (Ult as FILL 9!f REGISTERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 0 25 50 100 SCALE: 1" = 50' Harper HP Houf Peterson Righellis Inc. E N G I N E E R S• P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 RENEWS: 6-30-2025 SHEET 18 OF 30 JTH/CLG 1/29/2025 DCO-01 RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE-HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE-HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: DUNE - NOVEMBER, 2024 SEE SHEET 20 30.00' 30.00' 116 + 00 Ln cn Ln M 00 N ^ b M O O W l0 W W � - O C� rn Q ^ 6) O O Z O Z Z 115 00 TAX LOT 1612330000904 0) o�S I N rn 0; N M W Cp Lf1 n O 0 O O Z 114 + 00 30.00' 1 30.00' FOUND MONUMENT TABLE POINT NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET STATUS 421 415907.54 3295918.58 5/8" IR W/ YPC INSCRIBED "SCE&S", UP 0.3' (HELD) CS14181 109+42.39 30.12L FD 422 415946.34 3295917.83 5/8" IR W/ YPC INSCRIBED "SCE&S" CS14181 109+83.75 30.01L FD 423 416278.36 3295981.56 5/8" IR W/ YPC INSCRIBED "DE JARNETT LS2208", UP 0.5' CS12721 "SUNCLOUD ESTATES" 113+15.54 30.01R FD 424 416278.36 3295936.55 5/8" IR - DBC CS12721 "SUNCLOUD ESTATES" 113+15.43 15.00L DBC 425 416278.36 3295921.86 5/8" IR W/ YPC INSCRIBED "SCE&S" BENT NW, TIED AT BEND, UP 0.8' CS14181 113+15.40 29.69L RESET LOT 8 SUN CLOUD ESTATES TAX LOT 1612330000108 CONTROL POINTS POINT NORTHING EASTING DESCRIPTION STATION OFFSET STATUS 11 415962.59 3295967.48 1/2"IR RPC- DBC 109+98.89 19.99R DBC PI: 113+14.31 SW 1/16 N:416277.21 E:3295951.55 425 423 STA:113+15.39 424 NO STATIONING .00' L OFF:30.' L 00 113 pp N:416276.06 LEGEND: N:4162 E:3295981.54 E:3295921.55' rn LO --� a) C# - CURVE IDENTIFIER, SEE TABLE. rn co cc (R#) - RECORD DATA PER SURVEY REFERENCES Ix rn o Ca (SEE SHEET 3) PARCEL 3 -bO 50 r° H (D#) - RECORD DATA PER SURVEY REFERENCES PP 2000-47 co �o "i r+ (SEE SHEET 3) TAX LOT 1612330000900 H ti -"' w - FOUND HHPR CONTROL POINT AS NOTED IN W - ^ 0) N TABLE. N fn N ;' ti - HHPR CONTROL POINT, DESTROYED BY ko ti o o X CONSTRUCTION, AS NOTED IN TABLE. Z z z Z ### - RECOVERED SURVEY MONUMENT POINT NO STATIONING I IDENTIFIER, SEE TABLE FOR DESCRIPTION. N:416162.27' 112 00 STA:111+99.73 OFF:30.00' R RECOVERED SURVEY MONUMENT E:3295913.01' N:416160.73' - RECOVERED SURVEY MONUMENT, NO NEW E:3295973.06' MONUMENT SET DUE TO CLOSE PROXIMITY PI: 111+98.29 Q TO EXISTING MONUMENT N:416161.50 - SURVEY MONUMENT FOUND IN CS20520, E:3295943.03 DESTROYED BY CONSTRUCTION, NOT RESET --� 0 - SET 5/8" IR W/ OPC INSCRIBED "HHPR INC" J W z 0 - SET 5/8" IR W/ BLUE PLASTIC CAP INSCRIBED z "HHPR INC REF MON" TAX LOT 1612330000800 - SURVEY MONUMENT FOUND IN CS20520, 2 DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" IL nI) m 111 00 - SURVEY MONUMENT FOUND IN CS20520, (_ DESTROYED BY CONSTRUCTION, RESET AT a' Ln ORIGINAL POSITION WITH A 1-5/32" COPPER Ln w o?S ALLOY DISK INSCRIBED "HHPR INC" u�i Ln N N 06 �., ❑ - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT r, o � N ROAD GEOMETRY POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" cc z z Ln �0 n - QUARTER SECTION CORNER Z z � 16 0 a Z 8 9 Z - SECTION CORNER 110 00 X 17 16 422 I RESOLVED SECTIONAL LINE 11 UNRESOLVED SECTIONAL LINE (FOR GRAPHICAL PURPOSES ONLY) PARCEL 2 STA:109+42.40 30.00' 30.00' PI: 109+43.67 - - - - - - - OLD RIGHT-OF-WAY LINE PP 2000-47 OFF:30.00' L N:415906.94 TAX LOT 1612330000905 N:415907.54' E:3295948.73 E:3295918.71' NO STATIONING N :415906.34' #421 BEARS 421 E:3295978.75' N90 00'00"W 0.12' --�- -- -� - REGISTERED SEE SHEET 18 PROFESSIONAL LAND SURVEYOR ABBREVIATIONS: 1/2"IR RPC = 1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED "HHPR CONTROL" BP = 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" CS = DESCHUTES COUNTY SURVEY RECORDS IP = IRON PIPE IR = IRON ROD (REBAR) OCRR = OREGON CORNER RESTORATION CARD ODOT = OREGON DEPARTMENT OF TRANSPORTATION OPC = ORANGE PLASTIC CAP ROW = RIGHT OF WAY RPC = RED PLASTIC CAP W/ = WITH YPC = YELLOW PLASTIC CAP DBC = DESTROYED BY CONSTRUCTION FD = FOUND l Azft U;[� OREGON 044) NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND RENEWS: 6-30-2025 0 25 50 100 SCALE. 1" = 50' Harper HP k Houf Peterson Righellis Inc. E N G I N E E R S •P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 SHEET 19 OF 30 JTH/CLG 1/29/2025 DCO-01 CV 2 1 48 TAX LOT 1612330000903 10 rn Ln w 06 0 N rn w zo O 0 O O z SEE SHEET 21 30.00' 30.00' 434 A 123100 122+00 121 + 00 m Ln S co N rn of N M rl u 0 0 0 z 120+00 119 + 00 118 ♦ 00 117 + 00 30.00' 130.00' SEE SHEET 19 RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE-HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE-HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: JUNE - NOVEMBER, 2024 FOUND MONUMENT TABLE POINT NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET STATUS 427 416979.73 3295983.16 5/8" IR W/ YPC INSCRIBED "DE JARNETT LS2208", DOWN 1.3' -DBC CS12721 "SUNCLOUD ESTATES" 120+16.91 29.99R RESET 428 416979.33 3296179.94 5/8" IR W/ YPC INSCRIBED "DE JARNETT LS2208" CS12721 "SUNCLOUD ESTATES" 120+16.96 226.78R FD 429 417039.29 3296180.06 5/8" IR W/ YPC INSCRIBED "DE JARNETT LS2208% UP 0.3' CS12721 "SUNCLOUD ESTATES" 120+76.93 226.76R FD 430 417039.88 3295983.30 5/8" IR W/ YPC INSCRIBED "DE JARNETT LS2208" (HELD) CS12721 "SUNCLOUD ESTATES" 120+77.06 29.99R FD 433 417009.80 3295983.18 5/8" IR W/ DAMAGED YPC, ILLEGIBLE CS12721 "SUNCLOUD ESTATES" 120+46.97 29.94R FD 434 417274.92 3295938.83 5/8" IR W/ DAMAGED YPC, ILLEGIBLE - DBC CS16048 123+11.99 15.02L DBC O O O `Y' S89'51'20"E 196.83' &(R59) m 433 S89050'30"E 196.76' (R36) SUNBEAM LANE o m CONTROL POINTS POINT NORTHING EASTING DESCRIPTION STATION OFFSET STATUS 10 416698.62 3295925.31 1/2"IR RPC 117+35.67 27.21L FD LEGEND: C# - CURVE IDENTIFIER, SEE TABLE. (R#) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) (D#) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) - FOUND HHPR CONTROL POINT AS NOTED IN TABLE. " HHPR CONTROL POINT, DESTROYED BY CONSTRUCTION, AS NOTED IN TABLE. ### - RECOVERED SURVEY MONUMENT POINT IDENTIFIER, SEE TABLE FOR DESCRIPTION. - RECOVERED SURVEY MONUMENT - RECOVERED SURVEY MONUMENT, NO NEW MONUMENT SET DUE TO CLOSE PROXIMITY TO EXISTING MONUMENT X - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, NOT RESET 0 - SET 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SET 5/8" IR W/ BLUE PLASTIC CAP INSCRIBED "HHPR INC REF MON" �( - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR INC" ❑ - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ROAD GEOMETRY POSITION WITH A 5/8" IR 9 � 9 W/ OPC INSCRIBED "HHPR INC" 1 QUARTER SECTION CORNER 8 9 SECTION CORNER 17 16 RESOLVED SECTIONAL LINE _ UNRESOLVED SECTIONAL LINE (FOR GRAPHICAL PURPOSES ONLY) - — — — — — — OLD RIGHT-OF-WAY LINE REGISTERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 ABBREVIATIONS: 1/2"IR RPC = 1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED "HHPR CONTROL" BP = 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" CS = DESCHUTES COUNTY SURVEY RECORDS IP = IRON PIPE IR = IRON ROD (REBAR) OCRR = OREGON CORNER RESTORATION CARD ODOT = OREGON DEPARTMENT OF TRANSPORTATION OPC = ORANGE PLASTIC CAP ROW = RIGHT OF WAY RPC = RED PLASTIC CAP W/ = WITH YPC = YELLOW PLASTIC CAP DBC = DESTROYED BY CONSTRUCTION FD = FOUND 0 25 50 100 SCALE. 1 " = 50' Harper HP Houf Peterson Righellis Inc. E N G I N E E R S• P L A N N E R S LANDSCAPE ARCHITECTS * SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 SHEET 20 OF 30 JTH/CLG 1/29/2025 DCO-01 RENEWS: 6-30-2025 TAX LOT 161233BOO2000 CW 1/16 437 #437 BEARS N72008'19"W 0.16' TAX LOT 1612330000901 al Ln LY 0?� 00 N M W p Q 0 z RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE-HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE-HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: DUNE - NOVEMBER, 2024 SEE SHEET 22 30.00' 30.00' 130100 129 00 Lin LY rn LY _ M ri _ po 06 .- a7 Ln M N `p Ly LY �. co t\ O ^O N O M N Ln r_4 N ^ O w Ln � r-1 - n _T-4 W Ln LJJ -I Ln ' r-4 O r1 N O o 00 z O r ►n Qoz Ln 128 00 127+00 129 439 PI: 126+44.23 NA17607.12 E:3295954.62 521 FOUND MONUMENT TABLE POINT NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET STATUS 129 417953.26 3295983.07 5/8" IR W/ YPC, ILLEGIBLE, UP 0.2' CS14075 129+90.23 30.05R FD 436 417607.12 3295939.62 5/8" IR W/ YPC, ILLEGIBLE - DBC CS02056 126+44.30 15.00L DBC 437 417607.14 3295924.47 5/8" IR (HELD) CS08954 "POHAKU RANCH" 126+44.39 30.15L FD 439 417923.20 3295983.18 5/8" IR W/ YPC, ILLEGIBLE CS14075 129+60.18 30.01R FD 521 417607.12 3295985.94 5/8" IR DISTURBED LOOSE IN ROCK PILE REPLACED IN CS12721 "SUNCLOUD ESTATES" NO STATIONING FD LOT 5 BLOCK 2 POHAKU RANCH TAX LOT 161233B000500 436 FOUND 5/8" IR W/ YPC, ILLEGIBLE, LAYING ON SURFACE ALONGSIDE #521 )Kq ROW PI n 126 00 NA17607.16 E:3295984.62 o 1_o rn Ln rn N Ln M r-4 t�S W N OAS � rm rn O a1 M L^r1 N O rrn O Ln Ln z w w l0 O —CY Ln CO M Ln a) Ln O ^ O Q 0 Z p Z r, Ln 0000 125 00 LOT 1 Cn SUN CLOUD ESTATES LU TAX LOT 1612330000100 in O ° 0 0 z 124 00 30.00' 30.00' SEE SHEET 20 CONTROL POINTS POINT NORTHING EASTING DESCRIPTION STATION OFFSET STATUS 9 417569.46 3295973.08 1/2"1R RPC- DBC 126+06.61 18.55R DBC LEGEND: X O 0 9 16 8 9 17 16 RESOLVED SECTIONAL LINE UNRESOLVED SECTIONAL LINE (FOR GRAPHICAL PURPOSES ONLY) — — OLD RIGHT-OF-WAY LINE - CURVE IDENTIFIER, SEE TABLE. - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) - FOUND HHPR CONTROL POINT AS NOTED IN TABLE. - HHPR CONTROL POINT, DESTROYED BY CONSTRUCTION, AS NOTED IN TABLE. - RECOVERED SURVEY MONUMENT POINT IDENTIFIER, SEE TABLE FOR DESCRIPTION. - RECOVERED SURVEY MONUMENT - RECOVERED SURVEY MONUMENT, NO NEW MONUMENT SET DUE TO CLOSE PROXIMITY TO EXISTING MONUMENT - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, NOT RESET - SET 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SET 5/8" IR W/ BLUE PLASTIC CAP INSCRIBED "HHPR INC REF MON" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ROAD GEOMETRY POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" - QUARTER SECTION CORNER - SECTION CORNER �Z 2 zr�.o eolle;2,Y ABBREVIATIONS: 1/2"IR RPC = 1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED "HHPR CONTROL" BP=1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" CS = DESCHUTES COUNTY SURVEY RECORDS IP = IRON PIPE IR = IRON ROD (REBAR) OCRR = OREGON CORNER RESTORATION CARD ODOT = OREGON DEPARTMENT OF TRANSPORTATION OPC = ORANGE PLASTIC CAP ROW = RIGHT OF WAY RPC = RED PLASTIC CAP W/ = WITH YPC = YELLOW PLASTIC CAP DBC = DESTROYED BY CONSTRUCTION FD = FOUND REGISTERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 0 25 50 100 SCALE. 1" = 50' Harper HP t Houf Peterson Righellis Inc. E N G I N E E R S• P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 SHEET 21 OF 30 JTH/CLG 1/29/2025 DCO-01 RENEWS: 6-30-2025 TAX LOT 161233B001700 442 441 TAX LOT 161233B001800 RECORD OF SURVEY LOCATED IN THE WEST ONE—HALF AND THE NORTHEAST ONE —QUARTER OF SECTION 33 AND THE SOUTH ONE—HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE—HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: DUNE - NOVEMBER, 2024 SEE SHEET 23 30.00' t 30.00' 137+00 X8 136 00 135+00 F M U1 e-1 = cc 06 MN . Ln oa N N a-i �--I wW in o � a� 0a 0 Ln 134 00 rn Ln cc Q cc 0 rq O N " ^ J o W Ln Z o � ao o = z a V) 133 + 00 132 + 00 131 + 00 30.00' 1 30.00' SEE SHEET 21 440 LOT 2 BLOCK 2 POHAKU RANCH TAX LOT 161233B000200 LOT 3 BLOCK 2 POHAKU RANCH TAX LOT 161233B000300 LOT 4 BLOCK 2 POHAKU RANCH TAX LOT161233B000400 FOUND MONUMENT TABLE POINT NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET STATUS 440 418253.35 3295981.69 1/2" IR CS08954 "POHAKU RANCH" 132+90.33 30.04R FD 441 418479.20 3295916.92 1/2" IP - DBC ORIGIN UNKNOWN 135+16.47 33.69L RESET 442 418498.05 3295920.48 5/8" IR LEANS WEST TIED AT BASE CS15309 135+35.31 30.04L FD LEGEND: 9 16 8 9 1716 CONTROL POINTS POINT NORTHING EASTING DESCRIPTION STATION OFFSET STATUS 8 418578.04 3295935.66 1/2"1R RPC- DBC 136+15.23 14.50L DBC - CURVE IDENTIFIER, SEE TABLE. - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) - FOUND HHPR CONTROL POINT AS NOTED IN TABLE. - HHPR CONTROL POINT, DESTROYED BY CONSTRUCTION, AS NOTED IN TABLE. - RECOVERED SURVEY MONUMENT POINT IDENTIFIER, SEE TABLE FOR DESCRIPTION. - RECOVERED SURVEY MONUMENT - RECOVERED SURVEY MONUMENT, NO NEW MONUMENT SET DUE TO CLOSE PROXIMITY TO EXISTING MONUMENT - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, NOT RESET - SET 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SET 5/8" IR W/ BLUE PLASTIC CAP INSCRIBED "HHPR INC REF MON" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ROAD GEOMETRY POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" - QUARTER SECTION CORNER - SECTION CORNER RESOLVED SECTIONAL LINE UNRESOLVED SECTIONAL LINE (FOR GRAPHICAL PURPOSES ONLY) — — — — — — — OLD RIGHT-OF-WAY LINE m' 4ES COU� - ram,.± # v z Zv 2 C z ABBREVIATIONS: 1/2"IR RPC = 1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED "HHPR CONTROL" BP=1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" CS = DESCHUTES COUNTY SURVEY RECORDS IP = IRON PIPE IR = IRON ROD (REBAR) OCRR = OREGON CORNER RESTORATION CARD ODOT = OREGON DEPARTMENT OF TRANSPORTATION OPC = ORANGE PLASTIC CAP ROW = RIGHT OF WAY RPC = RED PLASTIC CAP W/ = WITH YPC = YELLOW PLASTIC CAP DBC = DESTROYED BY CONSTRUCTION FD = FOUND 0 25 50 100 SCALE: 1" = 50' REGISTERED PROFESSIONAL LAND SURVEYOR oe E N G I N E E R S• P L A N N E R S OREGON LANDSCAPE ARCHITECTS • SURVEYORS NOVEMBER 08, 2010 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 JOHN TAYLOR HAGLUND phone: 541.318.1161 www.hhpr.com fax: 541.318.1141 55022 RENEWS: 6-30-2025 SHEET 22 OF 30 JTH/CLG 1/29/2025 DCO-01 Harper Houf Peterson Righellis Inc. RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE-HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE-HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: DUNE - NOVEMBER, 2024 FOUND MONUMENT TABLE POINT NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET STATUS 443 418814.19 3295918.90 5/8" IR, UP 0.3' (HELD) CS15309 138+51.45 30.18L FD 444 418814.86 3295979.25 5/8" IR DOWN 0.3' (HELD) CS08954 "POHAKU RANCH" 138+51.87 30.18R FD 445 418934.91 3295942.56 5/8" IR, UP 0.3' CS020503 139+64.04 28.95L FD 446 419016.10 3295987.29 1/2" IR LEANS NW, TIED AT BASE (HELD) CS08954 "POHAKU RANCH" 140+48.68 30.00L FD 447 419136.18 3296117.96 5/8" IR BENT N, TIED AT BEND CS08954 "POHAKU RANCH" 142+16.95 29.59L FD 448 419086.24 3296150.62 1/2" IR (HELD) CS08954 "POHAKU RANCH" 142+17.07 30.0911 FD 449 419120.71 3296203.07 1/2" IR W/ YPC INSCRIBED "SCE&S" (HELD) CS08956 142+79.83 29.81R FD 473 418992.23 3295970.00 3/8" IR ORIGIN UNKNOWN 140+21.91 30.44L FD 474 419252.05 3296244.81 5/8" IR BENT W, TIED AT BEND, DOWN 0.5' - DBC CS08954 "POHAKU RANCH" 144+06.30 29.98L DBC 527 419086.16 3295887.37 1/2" IR CS08954 "POHAKU RANCH" 140+45.02 151.94L FD LOT 6 BLOCK 1 POHAKU RANCH TAX LOT 161233B001100 PT: 142+17.12 N A19111.49 E:3296134.25 STA:141+89.45 OFF:31.40' L A=23°15'38" NA19121.09' #527 BEARS R=370.00' &(D4) E:3296092.93' L=150.21' S22°37'23"W, 5.98' LC=S46°20'48"W, FROM CALCULATED CORNER 149.18' / / DECLARATION OF DEDICATION 527 / • DOCUMENT NUMBER / 2022-28960 / 1� STA:140+48.84 / �S2 SSA° �tt1, OFF:33.05' L / 19- �01 N :419018.11' LOT 7 BLOCK 1 SlO,y pip E:3295984.99' POHAKU RANCH TAX LOT 161233B001200 .A6�56' O Z`? / �S52°20'12"E O Lh�� #446 BEARS 3.05' S37017'22"W 0.18' S 446 1000, O 473 00, DECLARATION OF DEDICATION DOCUMENT NUMBER SFF 2022-28960 ` SyFFT 0=29002'38" 474 2q R=490.00' L=248.39' L,q��FS LC=N43°27'18"E, 245.74' &(D4) / / -1.00, PT: 144+06.87 / N:419238.50 PC: 142+79.87 / c�°� E:3296271.55 N :419145.71 E:3296186.84 LOT 1 �►Q 00 BLOCK 2 447 / �� POHAKU RANCH ��' �93 TAX LOT 161233B000100 .ti l� 449 #449 BEARS 6pQ> �6 N44005'49"W 0.19' 00 5� N56056'48"E 62.75' &(R59) 448 S56057'20"W 62.75' (R13) #448 BEARS S04004'05"E 0.11' LOT 8 POINT OF COMPOUND CURVATURE BLOCK 1 PCC: 140+48.84 POHAKU RANCH 140 NA18997.92 TAX LOT 161233B001300 00 E:3296011.15 445 TAX LOT COY 161233B001700 ' �`a 41, Cal v LOT 2 BLOCK 2 139 00 POHAKU RANCH TAX LOT 161233B000200 PC: 138+51.65 #444 BEARS N:418814.53 N42017'08"E 0.27' E:3295949.07 444 #443 BEARS Ln Ln m S41015'19"W 0.27' 06 06 m 06 a ri `- N `1% N N � ui Q O Ln p m O n � � rj N Ln w in w rl w ° ^ o � .-1 Ln n ::r Ln Ln cn in o � V o it) � Ln � z o z 30.04 30.00' SEE SHEET 22 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 LEGEND: X X 0 0 �� 0 ■❑ 9 16 8 9 1716 - CURVE IDENTIFIER, SEE TABLE. - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) - FOUND HHPR CONTROL POINT AS NOTED IN TABLE. - HHPR CONTROL POINT, DESTROYED BY CONSTRUCTION, AS NOTED IN TABLE. - RECOVERED SURVEY MONUMENT POINT IDENTIFIER, SEE TABLE FOR DESCRIPTION. - RECOVERED SURVEY MONUMENT - RECOVERED SURVEY MONUMENT, NO NEW MONUMENT SET DUE TO CLOSE PROXIMITY TO EXISTING MONUMENT - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, NOT RESET - SET 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SET 5/8" IR W/ BLUE PLASTIC CAP INSCRIBED "HHPR INC REF MON" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ROAD GEOMETRY POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" QUARTER SECTION CORNER - SECTION CORNER RESOLVED SECTIONAL LINE UNRESOLVED SECTIONAL LINE (FOR GRAPHICAL PURPOSES ONLY) - - - - - - - OLD RIGHT-OF-WAY LINE CURVE TABLE CURVE RADIUS DELTA LENGTH LONG CHORD C54 &(R59) 327.92' 37055'26" 217.05' N18042'05"E, 213.11' C55 &(R59) 297.92' 37055'26" 197.19' N18042'05"E, 193.61' C55(R13) 297.92' 37055'26" 197.19' 193.61' C56 &(R59) 267.92' 37055'26" 177.33' S18042'05"W, 174.11' C56(R13)(R25) 267.92' 37°55'25" 177.33' 174.12' C58 &(R59) 500.00' 19°17'00" 168.28' N47018'18"E, 167.49' C58(R13) 500.00' 19017'00" 168.28' 167.49' C59 &(R59) 470.00' 19°17'00" 158.18' S47018'18"W, 157.44' C59(1313)(R25) 470.00' 19°16'59" 158.18' 157.44' C61 &(R59) 250.00' 29006'22" 127.00' N42023'39"E, 125.64' C61(R13) 250.00' 29006'22" 127.00' 125.64' C62 &(R59) 280.00' 29006'22" 142.24' S42023'39"W, 140.71' C62(R13) 280.00' 29006122" 142.24' 140.72' ABBREVIATIONS: 1/2"IR RPC = 1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED "HHPR CONTROL" BP=1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" CS = DESCHUTES COUNTY SURVEY RECORDS IP = IRON PIPE IR = IRON ROD (REBAR) OCRR = OREGON CORNER RESTORATION CARD ODOT = OREGON DEPARTMENT OF TRANSPORTATION OPC = ORANGE PLASTIC CAP ROW = RIGHT OF WAY RPC = RED PLASTIC CAP W/ = WITH YPC = YELLOW PLASTIC CAP DBC = DESTROYED BY CONSTRUCTION FD = FOUND 0 25 50 100 SCALE: 1 " = 50' Harper HP Houf Peterson Righellis Inc. E N G I N E E R S• P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 SHEET 23 OF 30 JTH/CLG 1/29/2025 DCO-01 RENEWS: 6-30-2025 VQ 2 14 ,w RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE-HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE-HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: DUNE - NOVEMBER, 2024 FOUND MONUMENT TABLE POINT NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET STATUS 450 419311.25 3296275.84 5/8" IR CS08954 "POHAKU RANCH" 144+73.20 30.18L FD 451 419405.87 3296354.40 5/8" IR - DBC CS08954 "POHAKU RANCH" 145+84.02 30.99L DBC 452 419541.08 3296443.04 5/8" IR, UP 0.3' (HELD) CS08954 "POHAKU RANCH" 147+64.73 29.89L FD 453 419692.33 3296538.74 5/8" IR LEANS NW TIED AT TOP CS08954 "POHAKU RANCH" 149+33.49 30.24L FD 454 419800.11 3296682.14 5/8" IR - DBC CS08954 "POHAKU RANCH" 151+03.49 30.11R DBC 475 419651.11 3296582.72 5/8" IR - DBC CS08954 "POHAKU RANCH" 149+33.53 30.04R DBC 476 419824.62 3296627.19 5/8" IR, DOWN 0.3' CS08954 "POHAKU RANCH" 151+03.37 30.06L FD PT:151+03.73 N SFFS S� :419812.65 00, E: 3296654.76 476 �gR�Fs #476 BEARS l S33°31'05"W 0.35' 1ST00 � 454 1 I LOT 5 BLOCK 1 1 c°> // STA:350+80.63 POHAKU RANCH �� 1 dFF:78.15' R TAX LOT 161233B001000 ti �� /N:419756.65' ^� v /E:3296714.66' / PRC: 149+33.74 00 N:419671.82 / E:3296560.96 6 / #452 BEARS S37043'09"E 0.12' \ 452 3Q 00' N21041'48"E 12.48' S21042'20"W (R13) M h' 00 h CO NTRO L PO I NTS POINT NORTHING EASTING DESCRIPTION STATION OFFSET STATUS 6 419707.35 3296551.28 1/2"I R RPC 149+54.26 30.99L FD 7 419384.32 3296339.89 1/2"IR RPC- DBC 145+61.44 23.85L DBC CURVE TABLE CURVE RADIUS DELTA LENGTH LONG CHORD C64 &(R59) 257.09' 24°41'31" 110.79' N40011'11"E, 109.94' C64(13) 257.09' 24041'31" 110.79' 109.94' C65 &(R59) 227.09' 24041'31" 97.87' S40°11'11"W, 97.11' C65(R13) 227.09' 24°41'30" 97.86' 97.11' C67 &(R59) 250.00' 30050'09" 134.55' N37006'52"E, 132.93' C67(R13) 250.00' 30°50'09" 134.55' 132.93' C68 &(R59) 280.00' 30050'09" 150.69' S37006'52"W, 148.88' C68(R13) 280.00' 30050'09" 150.69' 148.88' C69 &(R59) 480.00' 21030'40" 180.21' N32°27'08"E, 179.15' C69(R13) 480.00' 21030140" 180.21' 179.16' C70 &(R59) 450.00' 21030'40" 168.95' N32°27'08"E, 167.96' C70(R13) 450.00' 21030'40" 168.95' 167.96' C72 &(R59) 480.38' 19005'00" 160.00' N33039'58"E, 159.26' C72(R13) 480.38' 19005'00" 159.99' 159.26' C73 &(R13) 510.38' 19005'00" 169.99' 169.21' C73(R59) 510.38' 19005'00" 169.99, N33039'58"E, 169.21' / REFERENCE MONUMENT, 453 / SET ON ROW, BEARS / S40055'45"W 15.00' FROM / CALCULATED ROW POINT / WHICH FALLS IN CANAL. / DECLARATION 1sr9 0 / 475\�h\ OF DEDICATION DOCUMENT NUMBER 2022-25809 LEGEND: / C# - CURVE IDENTIFIER, SEE TABLE. LOT 1 (R#) - RECORD DATA PER SURVEY REFERENCES 148 00 / BLOCK 2 (SEE SHEET 3) POHAKU RANCH (D#) - RECORD DATA PER SURVEY REFERENCES TAX LOT 161233B000100 (SEE SHEET 3) �gRlFs A - FOUND HHPR CONTROL POINT AS NOTED IN oar a / LOT 6 ,y'1'' N 2 V BLOCK 1 Op\ , _16! 00, POHAKU RANCH �\ c.�)9 TAX LOT 161233B001100 DECLARATION OF DEDICATION ohh VgR�Fs 14� 00 DOCUMENT NUMBER 2022-28960 / 01 STA:146+10.71 OFF:52.26' L N:419436.54' E:3296357.67' 451 �11 7 O �� IV/ 17�yco^41 // / PRC:145+84.58 N:419381.65 E:3296373.74 / STA:144+56.30 / 00 OFF:36.98' L 450 N:419299.47' PC:144+73.78 E:3296261.94' N:419297.67 °� E:3296302.80 / ti� / r1 Cy o ti Qy 1 / a �y ham~titi ��'qR 3000 ti �ti syFFT2� � ��^ti PC: 147+64.79 N:419530.09 E:3296470.84 N21°41'48"E 23.02' S21°42'20"W (1113) PT: 147+19.12 N:419487.65 E:3296453.95 '14� 0 25 50 100 SCALE: 1 " = 50' X A O 0 9 16 8 9 1716 TABLE. - HHPR CONTROL POINT, DESTROYED BY CONSTRUCTION, AS NOTED IN TABLE. - RECOVERED SURVEY MONUMENT POINT IDENTIFIER, SEE TABLE FOR DESCRIPTION. - RECOVERED SURVEY MONUMENT - RECOVERED SURVEY MONUMENT, NO NEW MONUMENT SET DUE TO CLOSE PROXIMITY TO EXISTING MONUMENT - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, NOT RESET - SET 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SET 5/8" IR W/ BLUE PLASTIC CAP INSCRIBED "HHPR INC REF MON" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ROAD GEOMETRY POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" - QUARTER SECTION CORNER - SECTION CORNER RESOLVED SECTIONAL LINE UNRESOLVED SECTIONAL LINE (FOR GRAPHICAL PURPOSES ONLY) - - - - - - - OLD RIGHT-OF-WAY LINE REGISTERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 RENEWS: 6-30-2025 FILE OZ /Zo 11Q ZS Ryk. Co ILI 05 ABBREVIATIONS: 1/2"IR RPC = 1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED "HHPR CONTROL" BP = 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" CS = DESCHUTES COUNTY SURVEY RECORDS IP = IRON PIPE IR = IRON ROD (REBAR) OCRR = OREGON CORNER RESTORATION CARD ODOT = OREGON DEPARTMENT OF TRANSPORTATION OPC = ORANGE PLASTIC CAP ROW = RIGHT OF WAY RPC = RED PLASTIC CAP W/ = WITH YPC = YELLOW PLASTIC CAP DBC = DESTROYED BY CONSTRUCTION FD = FOUND Harper HPR Houf Peterson Righellis Inc. E N G I N E E R S •P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 SHEET 24 OF 30 JTH/CLG 1/29/2025 DCO-01 4 im 21 RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE-HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE-HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: DUNE - NOVEMBER, 2024 SEE SHEET 26 00, / o0 S // DECLARATION OF DEDICATION DOCUMENT NUMBER LOT 5 /�,�/ / 2022-31068 � BLOCK 1 POHAKU RANCH 4 Op /� / / STA:157+00.22 TAX LOT 161233B001000 ` Al/ / OFF:177.23' R tr°� r�&` 4 / N:420058.73 E:3296977.80' ` o STA:154+25.50 c�0 00 • �` OFF:182.77' R ,,'L 00 N:420031.61' o % E:3296953.08' oN 1S3 Op 0 O / / ti j DECLARATION OF DEDICATION 1S2 Op DOCUMENT NUMBER 2022-25809 %-*.. _ / 30 Op, PARCEL 1 STA:151+53.15 PP 2019-23 OFF:100.51' R TAX LOT 1612330000204 N:419816.66' E:3296766.69' N23045'00"E 1.94' GE)N23°45'15"E (R53) LEGEND: ti C# - CURVE IDENTIFIER, SEE TABLE. I (R#) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) „ - (D#) RECORD DATA PER SURVEY REFERENCES N40 55 45 E 342.40' FOUND MONUMENT TABLE POINT NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET STATUS 487 419814.89 3296765.91 5/8" IR W/ YPC INSCRIBED "LS2527" - DBC CS20082 151+51.21 100.53R DBC 520 419538.68 3296811.18 5/8" IR W/ YPC INSCRIBED "LS2527" CS20082 149+81.95 277.05R FD 4 CC 0 Q Z 60.00' zo 520 X • A 0 �� 7 9 004000 16 8 9 1716 (SEE SHEET 3) - FOUND HHPR CONTROL POINT AS NOTED IN TABLE. - HHPR CONTROL POINT, DESTROYED BY CONSTRUCTION, AS NOTED IN TABLE. - RECOVERED SURVEY MONUMENT POINT IDENTIFIER, SEE TABLE FOR DESCRIPTION. - RECOVERED SURVEY MONUMENT - RECOVERED SURVEY MONUMENT, NO NEW MONUMENT SET DUE TO CLOSE PROXIMITY TO EXISTING MONUMENT - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, NOT RESET - SET 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SET 5/8" IR W/ BLUE PLASTIC CAP INSCRIBED "HHPR INC REF MON" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ROAD GEOMETRY POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" - QUARTER SECTION CORNER - SECTION CORNER RESOLVED SECTIONAL LINE UNRESOLVED SECTIONAL LINE (FOR GRAPHICAL PURPOSES ONLY) — — — — — — — OLD RIGHT-OF-WAY LINE �`�' FILE ABBREVIATIONS: 1/2"IR RPC = 1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED "HHPR CONTROL" BP = 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" CS = DESCHUTES COUNTY SURVEY RECORDS IP = IRON PIPE IR = IRON ROD (REBAR) OCRR = OREGON CORNER RESTORATION CARD ODOT = OREGON DEPARTMENT OF TRANSPORTATION OPC = ORANGE PLASTIC CAP ROW = RIGHT OF WAY RPC = RED PLASTIC CAP W/ = WITH YPC = YELLOW PLASTIC CAP DBC = DESTROYED BY CONSTRUCTION FD = FOUND REGISTERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 0 25 50 100 SCALE. 1 " = 50' Harper HP t Houf Peterson Righellis Inc. E N G I N E E R S+ P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 SHEET 25 OF 30 JTH/CLG 1/29/2025 DCO-01 RENEWS: 6-30-2025 2 RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE-HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE-HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: DUNE - NOVEMBER, 2024 0=25°22'40" R=490.00' &(D7) L=217.03' LC=N31°04'55"E, 215.26' LOT 20 S43046'15"W &(D7) BLOCK 2 38.07' LOT 27 GLACIER VIEW FIRST ADDITION BLOCK 2 TAX LOT 161228CO01600 N89048'24"E 362.29' (R53) GLACIER VIEW FIRST ADDITION N89050'52"E 362.43' (R13)(R14) 29 28 TAX LOT 161228CO01700 PI: 155+67.11 467 N89°48'29"E 362.28' &(R59) N:420235.55 ,.r E:3296844.15 . SECTION 28 194.85' _ SECTION 33 N89049'38"E 2630.73' &(R59) 32 33 o POHAKU ROAD N89050'22"E 2631.30' (R12)(R13)(R14) 477 0 �Q rn "' Ln N89049'38"E 387.01' &(R59) OL20 C76 &(RSg)N6s°s , o`° '�� a H U N N ELL ROAD 3�0?0 '1�f7y ^ a�O DECLARATION OF DEDICATION /RS .<v DOCUMENT NUMBER 1980 3210574 C7S&(RSg) 99 ti -5 455 ---------------- STA:155+35.65 0�' °O DECLARATION OF DEDICATION N:420206.84 �� _'�� / / LOT 1 DOCUMENT NUMBER 2022-3106 E:3296831.29 3p S BLOCK 2 0015 Op 1,4R/FS / POHAKU RANCH SEE SHEET 25 SEE SHEET 25 �v DECLARATION OF DEDICATION DOCUMENT J NUMBER 2022-25809 CONTROL POINTS POINT NORTHING EASTING DESCRIPTION STATION OFFSET STATUS 4 420224.33 3297274.65 1/2"IR RPC 159+85.57 25.3011 FD 5 420202.73 3296856.92 1/2"IR RPC 155+42.37 25.06R FD CURVE TABLE CURVE RADIUS DELTA LENGTH LONG CHORD C75 &(R59) 154,39' 24°17'50" 65.47' N78°01'27"W, 64.98' C75(R13) 154.39' 24°1734" 65.46' 64.97' C76 &(R59) 184.39' 24°17'50" 78.19' N78001'27"W, 77.61' C76(R13) 184.39' 24°17'34" 78.18' 77.60' C77 &(R59) 55.00' 89°48'56" 86.22' N44°55'10"E, 77.66' LEGEND: A" SEE SHEET 27 ;74 161 00 VARIES 5.00' w Ln o6 ft Cq �zn 00 DECLARATION OF DEDICATION o T-! ° N 0 DOCUMENT NUMBER z 0 202 2-31071 00 Q 466 I ��U 465 W PC: 159+54.12 033 a N:420236.72 127 � 0 461 E:3297231.16 ;? rn 0 0 M N89°48'24"E (R53) N89°49'38"E 171.71' 464 PARCEL 1 PP 2019-23 TAX LOT 1612330000204 456 ri G11 a o 4 AeW 0 PARCEL 2 PP 2019-23 TAX LOT 1612330000207 PT: 160+40.34 N:420291.71 E:3297285.99 TAX LOT 161228DC00100 PARCEL 3 PP 2019-23 T 161233nr 503 #462 BEARS N23°26'28"W 0.07' 457 FOUND MONUMENT TABLE POINT 127 NORTHING 420248.23 EASTING 3297260.70 DESCRIPTION 5/8" IR W/ YPC INSCRIBED "SCE&S", DOWN 1.1' - DBC ORIGIN FOUND IN OCRR 1291 STATION 159+86.92 OFFSET 2.33L STATUS DBC 455 420205.78 3296937.91 5/8" IR W/ YPC INSCRIBED "LS2527" CS20082 156+60.78 30.06R FD 456 420166.70 3297231.08 5/8" IR W/ YPC INSCRIBED "LS2527" CS20082 159+53.83 70.02R FD 457 420167.02 3297330.97 5/8" IR W/ YPC INSCRIBED "LS2527" CS20082 159+91.12 104.83R FD 458 420186.96 3297310.95 5/8" IR W/ YPC INSCRIBED "LS2527" CS20082 159+89.81 76.78R RESET 459 420186.88 3297281.07 5/8" IR CS20082 159+78.46 61.18R FD 460 420226.36 3297310.97 5/8" IR W/ YPC INSCRIBED "LS2527" CS20082 160+02.66 48.29R FD 461 420247.03 3297290.94 5/8" IR W/ YPC INSCRIBED "LS2527" CS20082 160+05.12 19.77R FD 462 463 420206.97 420206.92 3297290.99 3297281.08 5/8" I R 5/8" IR CS20082 CS20082 159+87.83 159+83.29 48.84R 43.49R FD FD 464 420206.70 3297231.11 5/8" IR W/ YPC INSCRIBED "LS2527" CS20082 159+53.98 30.02R RESET 465 466 420266.81 420266.54 3297260.99 3297231.21 3" BRASS CAP DOWN 0.8 5/8" IR, DOWN 0.7 OCRR 1291 CS07249 "GLACIER VIEW FIRST ADDITION" 160+02.23 159+54.42 16.01L 29.82L FD FD 467 420265.60 3296898.71 5/8" IR, DOWN 0.4' UNKNOWN 156+21.76 29.88L FD 477 420258.88 3294630.27 3-1/4" ALUMINUM CAP OCRR 0867 140+81.47 1868.64L FD 503 420205.66 3297331.02 5/8" IR W/ YPC INSCRIBED "LS2527" CS20082 160+01.27 76.96R RESET C# - CURVE IDENTIFIER, SEE TABLE. (R#) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) (D#) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) - FOUND HHPR CONTROL POINT AS NOTED IN TABLE. - HHPR CONTROL POINT, DESTROYED BY CONSTRUCTION, AS NOTED IN TABLE. ### - RECOVERED SURVEY MONUMENT POINT IDENTIFIER, SEE TABLE FOR DESCRIPTION. - RECOVERED SURVEY MONUMENT - RECOVERED SURVEY MONUMENT, NO NEW MONUMENT SET DUE TO CLOSE PROXIMITY TO EXISTING MONUMENT - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, NOT RESET 0 - SET 5/8" IR W/ OPC INSCRIBED "HHPR INC" Q - SET 5/8" IR W/ BLUE PLASTIC CAP INSCRIBED "HHPR INC REF MON" �( - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR INC" ❑ - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT it ROAD GEOMETRY POSITION WITH A 5/8 IR 9 9 W/ OPC INSCRIBED "HHPR INC" 16 - QUARTER SECTION CORNER 8 9 SECTION CORNER 17 16 RESOLVED SECTIONAL LINE UNRESOLVED SECTIONAL LINE (FOR GRAPHICAL PURPOSES ONLY) - - - - - - - OLD RIGHT-OF-WAY LINE ABBREVIATIONS: 1/2"IR RPC = 1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED "HHPR CONTROL" BP = 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" CS = DESCHUTES COUNTY SURVEY RECORDS IP = IRON PIPE IR = IRON ROD (REBAR) OCRR = OREGON CORNER RESTORATION CARD ODOT = OREGON DEPARTMENT OF TRANSPORTATION OPC = ORANGE PLASTIC CAP ROW = RIGHT OF WAY RPC = RED PLASTIC CAP W/ = WITH YPC = YELLOW PLASTIC CAP DBC = DESTROYED BY CONSTRUCTION FD = FOUND `I1; V�� FILED REGISTERED PROFESSIONAL LAND SURVEYOR 4V OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 0 25 50 100 d -_ -_ Mll SCALE: 1 " = 50' Harper HP Houf Peterson 7 Righellis Inc. E N G I N E E R S •P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 SHEET 26 OF 30 JTH/CLG 1/29/2025 DCO-01 2 46' ` RENEWS: 6-30-2025 LOT 18 BLOCK 2 GLACIER VIEW FIRST ADDITION TAX LOT 161228CO01400 N02034'55"W 9.34' &(R59) LOT 19 BLOCK 2 GLACIER VIEW FIRST ADDITION TAX LOT 161228CO01500 LOT 20 BLOCK 2 GLACIER VIEW FIRST ADDITION TAX LOT 161228CO01600 STA:162+26.77 OFF:55.00' L N :420478.15' E:3297231.03' DECLARATION OF DEDICATION DOCUMENT NUMBER 2022-31071 A=25°22'40" R=490.00' &(D7) L=217.03' LC=N31°04'55"E, 215.26' RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE-HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE-HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: DUNE - NOVEMBER, 2024 SEE SHEET 28 dommmoft w rn rV CC O oa O 0 O �? ov zrq 53.00' rn Ln VARIES 06 f 55.00' 0 Q O J J W z D zn m� N LO TO Oo 00 oN 0 Ln 513 55.00' 1 rn pr o?S 32.00' I� I I I 1 32.00' 30.00' I 166 00 I I I I I I 165 00 m z� O N Ln VN O coCC 0 ri I LL CO 0 o I z-1 Oz W I F- F- o I 12 O I w U z I o 164 t 00 130.00' I I I VARIES I -DECLARATION OF DEDICATION DOCUMENT NUMBER 2022-32473 PT: 167+02.57 N:420953.92 E:3297284.13 PC: 166+67.72 N:420919.07 E:3297284.91 PT: 166+58.38 N:420909.75 E:3297285.33 PC: 166+23.53 N:420874.90 E:3297286.11 TAX LOT 161228DC00100 STA:163+81.28 OFF:30.00' R N :420632.65' E:3297316.06' I N p N o 163 00 o o 00 n wo Cer u ii� oo ti `n v cc Q a2f 162 ♦ 00 r*400 oO G O N O I� 161 00 SEE SHEET 26 'VARIES I I STA:162+17.35 OFF:5.00' R N :420468.72' E:3297291.03' 5.00' FOUND MONUMENT TABLE POINT NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET STATUS 123 420910.71 3297231.32 1/2" IR, DOWN 0.2' -DBC CS07249 "GLACIER VIEW FIRST ADDITION" 166+61.77 53.91L DBC 513 420611.84 3297231.35 3/4" IR BENT NE TIED AT BEND ORIGIN UNKNOWN 163+60.45 54.71L FD CURVE TABLE CURVE RADIUS DELTA LENGTH LONG CHORD C78 &(R59) 770.00' 2035'37" 34.86' N01017'06"W, 34.85' C79 &(R59) 770.00' 2-35137" 34.86' N01017'06"W, 34.85' LEGEND: ABBREVIATIONS: C# - CURVE IDENTIFIER, SEE TABLE. 1/2"IR RPC =1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED (R#) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) "HHPR CONTROL" (D#) - RECORD DATA PER SURVEY REFERENCES BP = 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" (SEE SHEET 3) CS = DESCHUTES COUNTY SURVEY RECORDS - FOUND HHPR CONTROL POINT AS NOTED IN IP = IRON PIPE TABLE. - HHPR CONTROL POINT, DESTROYED BY IR = IRON ROD (REBAR) CONSTRUCTION, AS NOTED IN TABLE. OCRR = OREGON CORNER RESTORATION CARD ### - RECOVERED SURVEY MONUMENT POINT ODOT = OREGON DEPARTMENT OF TRANSPORTATION IDENTIFIER, SEE TABLE FOR DESCRIPTION. - RECOVERED SURVEY MONUMENT OPC = ORANGE PLASTIC CAP - RECOVERED SURVEY MONUMENT, NO NEW ROW = RIGHT OF WAY MONUMENT SET DUE TO CLOSE PROXIMITY RPC = RED PLASTIC CAP TO EXISTING MONUMENT - SURVEY MONUMENT FOUND IN CS20520, W/ = WITH DESTROYED BY CONSTRUCTION, NOT RESET YPC = YELLOW PLASTIC CAP O - SET 5/8" IR W/ OPC INSCRIBED "HHPR INC" DBC = DESTROYED BY CONSTRUCTION 0 - SET 5/8" IR W/ BLUE PLASTIC CAP INSCRIBED FD = FOUND HHPR INC REF MON �( - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR INC" ❑ - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT 9 ROAD GEOMETRY POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" �6 1 6 - QUARTER SECTION CORNER 8 9 SECTION CORNER ,7 16 RESOLVED SECTIONAL LINE UNRESOLVED SECTIONAL LINE 0 25 50 100 (FOR GRAPHICAL PURPOSES ONLY) — — — — — — — OLD RIGHT-OF-WAY LINE SCALE. 1" = 50' '+ FI t3 z 2 ZOZ V&owes collc�S REGISTERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 Harper HP t Houf Peterson Righellis Inc. E N G I N E E R S• P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 SHEET 27 OF 30 JTH/CLG 1/29/2025 DCO-01 RENEWS: 6-30-2025 RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE-HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE-HALF OF SECTIONS 9 AND 41TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: DUNE - NOVEMBER, 2024 LOT 13 BLOCK 2 GLACIER VIEW FIRST ADDITION TAX LOT 161228CO01100 LOT 14 BLOCK 2 GLACIER VIEW FIRST ADDITION TAX LOT 161228CO01200 LOT 15 BLOCK 2 GLACIER VIEW FIRST ADDITION TAX LOT 161228CO01300 LOT 18 BLOCK 2 GLACIER VIEW FIRST ADDITION TAX LOT 161228CO01400 Jtt JHtt I L/ TAX LOT 161228DBO1000 TAX LOT 161228DC00099 PERMANENT EASEMENT DEED DOCUMENT NUMBER 2022-28961 TAX LOT 161228DC00099 TAX LOT 161228DC00100 -DECLARATION OF DEDICATION DOCUMENT NUMBER 2022-32473 FOUND MONUMENT TABLE POINT NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET STATUS 121 421693.55 3297232.96 5/8" IR DISTURBED - DBC CS07249 "GLACIER VIEW FIRST ADDITION" 174+46.99 28.32L DBC 122 421541.21 3297231.44 1/2" IR CS07249 "GLACIER VIEW FIRST ADDITION" 172+94.65 29.81L FD 499 421225.70 3297260.98 1/2" IR, DOWN 0.4' - DBC CS01921 169+70.69 29.66L DBC 504 421587.19 3297261.11 5/8" IR, DOWN 0.7' - DBC CS01931 173+40.64 0.15L DBC LEGEND: A 0 0 9 00*00 16 8 9 ?716 CONTROL POINTS POINT NORTHING EASTING DESCRIPTION STATION OFFSET STATUS 3 421218.58 3297302.20 1/2"IR RPC- DBC 169+69.09 12.14R DBC CURVE TABLE CURVE RADIUS DELTA LENGTH LONG CHORD C80 &(R59) 700.00' 10013'13" 124.86 N05007'19"E, 124.70' C81 &(R59) 250.00' 24°45'38" 108.04' NO2°08'53"W, 107.20' C82 &(R59) 450.00' 14032'25" 114.20' N07015'30"W, 113.89' - CURVE IDENTIFIER, SEE TABLE. - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) - FOUND HHPR CONTROL POINT AS NOTED IN TABLE. - HHPR CONTROL POINT, DESTROYED BY CONSTRUCTION, AS NOTED IN TABLE. - RECOVERED SURVEY MONUMENT POINT IDENTIFIER, SEE TABLE FOR DESCRIPTION. - RECOVERED SURVEY MONUMENT - RECOVERED SURVEY MONUMENT, NO NEW MONUMENT SET DUE TO CLOSE PROXIMITY TO EXISTING MONUMENT - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, NOT RESET - SET 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SET 5/8" IR W1 BLUE PLASTIC CAP INSCRIBED "HHPR INC REF MON" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ROAD GEOMETRY POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" - QUARTER SECTION CORNER - SECTION CORNER ABBREVIATIONS: 1/2"IR RPC = 1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED "HHPR CONTROL" BP = 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" CS = DESCHUTES COUNTY SURVEY RECORDS IP = IRON PIPE IR = IRON ROD (REBAR) OCRR = OREGON CORNER RESTORATION CARD ODOT = OREGON DEPARTMENT OF TRANSPORTATION OPC = ORANGE PLASTIC CAP ROW = RIGHT OF WAY RPC = RED PLASTIC CAP W/ = WITH YPC = YELLOW PLASTIC CAP DBC = DESTROYED BY CONSTRUCTION FD = FOUND RESOLVED SECTIONAL LINE UNRESOLVED SECTIONAL LINE (FOR GRAPHICAL PURPOSES ONLY) - - - - - - - OLD RIGHT-OF-WAY LINE REGISTERED PROFESSIONAL LAND SURVEYOR RUED 02 Z ZDZS C o` 12 OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 0 25 50 100 SCALE. 1 " = 50' Harper HP t Houf Peterson Righellis Inc. E N G I N E E R S• P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 SHEET 28 OF 30 JTH/CLG 1/29/2025 DCO-01 CS 2148 RENEWS: 6-30-2025 RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE-HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE-HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: DUNE - NOVEMBER, 2024 FOUND MONUMENT TABLE POINT NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET STATUS 108 422431.40 3297231.56 1/2" IR BENT E TIED AT BEND, DOWN 0.8' CS07249 "GLACIER VIEW FIRST ADDITION" 181+84.85 29.87L FD 109 422211.17 3297231.55 1/2" IR, DOWN 0.3' CS07249 "GLACIER VIEW FIRST ADDITION" 179+64.61 29.84L FD 119 422041.21 3297231.53 1/2" IR INSIDE CAPPED 2 1/2" PVC PIPE CS07249 "GLACIER VIEW FIRST ADDITION" 177+94.65 29.82L FD 120 421866.29 3297231.50 1/2" IR INSIDE CAPPED 2 1/2" PVC PIPE CS07249 "GLACIER VIEW FIRST ADDITION" 176+19.73 29.81L FD 505 422277.94 3297834.57 5/8" IR W/ OPC INSCRIBED "MUNSON & ASSOCIATES", UP 0.3"' CS19201 180+31.50 573.17R FD 506 422247.96 3297834.47 1/2" IR FOUND IN CS19021 180+01.52 573.08R FD 509 422277.64 1 3297646.69 5/8" IR W/ OPC INSCRIBED "MUNSON & ASSOCIATES" CS19021 180+31.16 385.29R FD SEE SHEET 30 82 t 00 30.00' 1 30.00' m Ln CC 06 m �o 0 0 w N a 0 181 00 0 0 z LOT 8 BLOCK 2 Q GLACIER VIEW FIRST ADDITION 0 TAX LOT 161228C000800 c, J r.0 J 0 W Z N CENTER -NORTH -SOUTH Zz � ONE SIXTY-FOURTH CORNER = i N:422247.90' E:3297261.40' 180 00 109 X 30.00' 30.00' 179 00 LOT 10 BLOCK 2 rn GLACIER VIEW FIRST ADDITION m Ln TAX LOT161228C000900 00 w o6 .qr ? o, N �L r4 -, t O m `-4 O0 O W CV 0 "' O o o O O O z LOT 11 BLOCK 2 GLACIER VIEW FIRST ADDITION TAX LOT 161228CO01000 LOT 13 BLOCK 2 GLACIER VIEW FIRST ADDITION TAX LOT 161228CO01100 178 ♦ 00 177 00 N Ln 00 to w N 0 0 z 30.00' 30.00' 176 00 7. =8 SEE SHEET 28 175 f 00 TAX LOT161228DB00800 MITCHELL LANE CONTROL POINTS POINT NORTHING EASTING DESCRIPTION STATION OFFSET STATUS 1 422210.43 3297281.65 1/2"IR RPC- DBC 179+63.88 20.27R DBC 2 421773.71 3297244.26 1/2"IR RPC 175+27.16 17.04L FD TAX LOT 161228DB00600 N89059'41"E 543.17' &(R59) 1974-2040469 N89059'41"E 543.08' &(R59) TAX LOT 161228DB00900 N89056'38"E 187.91' (R50) i509i 187_RR' 1�,1R�91 505 � N00°00'19"W 30.00' &(R59) N00005'388"E 1 30.00' (R50) 506 LEGEND: ABBREVIATIONS: C# - CURVE IDENTIFIER, SEE TABLE. 1/2"IR RPC = 1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED (R#) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) "HHPR CONTROL" (D#) - RECORD DATA PER SURVEY REFERENCES BP = 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" (SEE SHEET 3) CS = DESCHUTES COUNTY SURVEY RECORDS - FOUND HHPR CONTROL POINT AS NOTED IN IP = IRON PIPE TABLE. - HHPR CONTROL POINT, DESTROYED BY IR = IRON ROD (REBAR) CONSTRUCTION, AS NOTED IN TABLE. OCRR = OREGON CORNER RESTORATION CARD ### - RECOVERED SURVEY MONUMENT POINT ODOT = OREGON DEPARTMENT OF TRANSPORTATION IDENTIFIER, SEE TABLE FOR DESCRIPTION. - RECOVERED SURVEY MONUMENT OPC = ORANGE PLASTIC CAP - RECOVERED SURVEY MONUMENT, NO NEW ROW = RIGHT OF WAY MONUMENT SET DUE TO CLOSE PROXIMITY RPC = RED PLASTIC CAP TO EXISTING MONUMENT A - SURVEY MONUMENT FOUND IN CS20520, W/ = WITH TAX LOT 161228DBO1000 DESTROYED BY CONSTRUCTION, NOT RESET YPC = YELLOW PLASTIC CAP Q - SET 5/8" IR W/ OPC INSCRIBED "HHPR INC" DBC = DESTROYED BY CONSTRUCTION - SET 5/8" IR W/ BLUE PLASTIC CAP INSCRIBED FD = FOUND HHPR INC REF MON" �( - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR INC" ❑ - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ROAD GEOMETRY POSITION WITH A 5/8" IR 9 W/ OPC INSCRIBED "HHPR INC" 16 - QUARTER SECTION CORNER 8 9 SECTION CORNER 17 16 0 25 50 100 RESOLVED SECTIONAL LINE UNRESOLVED SECTIONAL LINE (FOR GRAPHICAL PURPOSES ONLY) SCALE. 1 = 50 - - - - - - OLD RIGHT-OF-WAY LINE REGISTERED PROFESSIONAL LAND SURVEYOR OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 Harper HP t Houf Peterson Righellis Inc. E N G I N E E R S• P L A N N E R S LANDSCAPE ARCHITECTS *SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 l RENEWS: 6-30-2025 SHEET 29 OF 30 JTH/CLG 1/29/2025 DCO-01 L .1 n 01 6- Z `0 29 28 140 r RECORD OF SURVEY LOCATED IN THE WEST ONE-HALF AND THE NORTHEAST ONE -QUARTER OF SECTION 33 AND THE SOUTH ONE-HALF OF SECTION 28, TOWNSHIP 16 SOUTH, RANGE 12 EAST, AND THE WEST ONE-HALF OF SECTIONS 9 AND 4,TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYED: DUNE - NOVEMBER, 2024 FOUND MONUMENT TABLE POINT NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET STATUS 100 422938.75 3297321.73 3/4" IR BENT SE TIED AT BEND, DOWN 1.4' FOUND IN OCRR 1905 OUTSIDE OF STATIONING FD 101 422937.84 3297478.45 1/2" IR CS10543 "FIRST ADDITION TO WISPERING PINES ESTATES" OUTSIDE OF STATIONING FD 103 422938.50 3297221.73 3/4" SMOOTH IR DOWN 0.3' FOUND IN OCRR 1905 159+52.84 2701.801- FD 107 422681.21 3297231.47 1/2" IR BENT NE TIED AT BEND, DOWN 0.7' CS07249 "GLACIER VIEW FIRST ADDITION" 184+34.65 30.01L FD 110 422908.54 3297271.77 2" ALUMINUM CAP INSCRIBED "1926 PI 120+81.6 2012 LS2390" OCRR 1905 OUTSIDE OF STATIONING FD 111 422908.27 3297261.53 MAGNAIL W/ 1-1/4" WASHER INSCRIBED "DCRD" OCRR 1905 186+61.72 O.00R FD 139 422908.77 3299908.98 3-1/4" BRASS CAP DOWN 0.5' IN MONUMENT CASE OCRR 1380 OUTSIDE OF STATIONING FD 140 422906.51 3294632.30 3-1/4" BRASS CAP DOWN 0.5' IN MONUMENT CASE OCRR 1560 186+59.41 2629.23L FD 400 1 423273.92 3297261.82 1/2" IR, DOWN 0.2' CS01937 OUTSIDE OF STATIONING FD CONTROL POINTS POINT NORTHING EASTING DESCRIPTION STATION OFFSET STATUS 323 422937.18 3297243.80 1/2"IR RPC OUTSIDE OF STATIONING FD m m Uri � M io W W m N d W 0 0 0 z 0 0 z 30.00' N89057'20"E 2639.47' (R56) - 323 N89°57'17"E 2639.50' (R55) CO) END: 186+61.72 N89.58-E 2641.1' (R57) m NA22908.27 N89057'21"E 2639.46' &(RS9) E:3297261.53 0 0 0 m LOT 6 BLOCK 2 GLACIER VIEW FIRST ADDITION TAX LOT161228C000100 400 0 a O oc J J W z z 30.00' SEE DETAIL THIS SHEET 110 C83 &(R59) 186+00 30.00' 1 30.00' 185+00 0 a � CIDw o z r- LOT 7 BLOCK 2 GLACIER VIEW FIRST ADDITION TAX LOT 161228CO00700 184 + 00 rn :n �0) 5m co N m V `y W n 0 40 0 `" z 183+00 30.00' 1 30.00' s2 00 SEE SHEET 29 i» 0 0 (o W N 0 0 0 0 z N89059'47"E 2637.26' (R56) S89.58-E 2639.6' (R57) N89059'42"E 2637.22' &(R59) TAX LOT 161228DBOO700 TAX LOT 161228DBOO800 TUMALO ROAD 2CJ122 & 1974-2040469 CURVE TABLE CURVE RADIUS DELTA LENGTH LONG CHORD C83 &(R59) 146653.20' 0"02'21" 100.00' S89°58'31"W, 100.00' DETAIL 1- CENTER LINE OF TUMALO ROADN88°29'04"E 10.24' _ CENTERLINE P.I. OF 110 TUMALO RD. CENTER OF TUMALO ROAD SECTION LINE SECTION 28 0 0 n m 0o f a 139 o � LEGEND: X A O 9 H" 16 8 9 1716 J W z Q z0 - CURVE IDENTIFIER, SEE TABLE. - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) - RECORD DATA PER SURVEY REFERENCES (SEE SHEET 3) - FOUND HHPR CONTROL POINT AS NOTED IN TABLE. - HHPR CONTROL POINT, DESTROYED BY CONSTRUCTION, AS NOTED IN TABLE. - RECOVERED SURVEY MONUMENT POINT IDENTIFIER, SEE TABLE FOR DESCRIPTION. - RECOVERED SURVEY MONUMENT - RECOVERED SURVEY MONUMENT, NO NEW MONUMENT SET DUE TO CLOSE PROXIMITY TO EXISTING MONUMENT - SURVEY MONUMENT FOUND IN CS20S20, DESTROYED BY CONSTRUCTION, NOT RESET - SET 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SET 5/8" IR W/ BLUE PLASTIC CAP INSCRIBED "HHPR INC REF MON" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ORIGINAL POSITION WITH A 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR INC" - SURVEY MONUMENT FOUND IN CS20520, DESTROYED BY CONSTRUCTION, RESET AT ROAD GEOMETRY POSITION WITH A 5/8" IR W/ OPC INSCRIBED "HHPR INC" QUARTER SECTION CORNER - SECTION CORNER RESOLVED SECTIONAL LINE UNRESOLVED SECTIONAL LINE (FOR GRAPHICAL PURPOSES ONLY) - - - - - - - OLD RIGHT-OF-WAY LINE REGISTERED PROFESSIONAL LAND SURVEYOR �==Lei, 4�,:lj/,� ..:;=. ��.. OREGON NOVEMBER 08, 2010 JOHN TAYLOR HAGLUND 55022 RENEWS: 6-30-2025 ABBREVIATIONS: 1/2"IR RPC = 1/2" IRON ROD (REBAR) W/ RED PLASTIC CAP INSCRIBED "HHPR CONTROL" BP = 1-5/32" COPPER ALLOY DISK INSCRIBED "HHPR CONTROL" CS = DESCHUTES COUNTY SURVEY RECORDS IP = IRON PIPE IR = IRON ROD (REBAR) OCRR = OREGON CORNER RESTORATION CARD ODOT = OREGON DEPARTMENT OF TRANSPORTATION OPC = ORANGE PLASTIC CAP ROW = RIGHT OF WAY RPC = RED PLASTIC CAP W/ = WITH YPC = YELLOW PLASTIC CAP DBC = DESTROYED BY CONSTRUCTION FD = FOUND 0 25 50 100 SCALE. 1' = 50' Harper HP Houf Peterson Righellis Inc. E N G I N E E R S• P L A N N E R S LANDSCAPE ARCHITECTS • SURVEYORS 250 NW Franklin Avenue, Suite 404 Bend, OR 97703 phone:541.318.1161 www.hhpr.com fax:541.318.1141 SHEET 30 OF 30 JTH/CLG 1/29/2025 DCO-01