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HomeMy WebLinkAboutSurvey 21368I ARNOLD MARKET ROAD 1393 2 1416 • qzl0+00 - - 30.00'--AIr -f- � 1i- 2+00 30.00' 13+00 o: WARRANTY DEED 1 202,E 11079 "' I N N04 �O 3 •r O N SCALE: 1 "= 200 FEET v 1 ..00 200 0 40 "100 200 7904� -I- ORIGINAL PAGE SIZE: 18 X24" cl •Q O W WARRANTY DEED 2021-20790 PARCEL 1, MJP--78-29 m W 4-� � O' 1905- • PUBLIC ROAD PER (R1) I I • STATUTORY BARGAIN ANO SALE 7906 DEED 2020-5094 1906 PARCEL 2, Y P-78-29 1907-,\ I /-I . 1 LLJ cC o: o: �\ NtM U U 19 \g GENERAL LOCATION OF JOHN \� I FERGUSON ROAD (SEE NARRATIVE) 29+19.41 10.96 CHAINS (723.36't) NORTH OF 1/4 CORNER R9 SEE NARRATIVE STATUTORY WARRANTY DEED 2024-15940 30.00' 14+00 15+00 16+00 17+00 DETAIL FOUND MONUMENT 1393 S 1p \l 2 - 1 % 00kERNMENT LOT 1, S.30 I78SIX W �18+00 PARCIL1, STATUTORY WARRANTY DEED 2022-2797 19+00 20+00 rn CV 0LO0 21+00 N w 3N 22+00 g r4 Z5 g Ul -2901 23+00 5 24+00 25+00 26+00 27+00 PARCEL 2 OF STATUTORY WARRANTY DEED 2022-2797 28+00 i ��--- EXISTING PAVEMENT SEE DETAIL SHEET 2 1 29+00 I � . 30+00 7 1, 2922 31+00 I t 32+00 30.00' N �- 33+00 to 8 d as lm-t- 34+00 3 � o �r c 35+00 N I 2911--\ 36+00 .1� PARCEL 5 OF STATUTORY WARRANTY DEED 2022-2797 PARCEL 4 OF STATUTORY WARRANTY 000 2022-2797 — "*--1920 37+00 1902 I "SUNDANCE EAST PHASE LOT 11, BLOCK 1 38+00 SEE SHEET 2 MONUMENT TABLE - POINT # NORTHING EASTING STA. OFFSET MONUMENT DESCRIPTION REFERENCE REMARKS 1416 ': 362100.15 `: 3315796.37 9+85.07 234.06L `: FND .1-1/2" ALUMINUM CAP CO GRID ': COCS 416 "CB32" .........................................................................................................................................................................I.................. 1393 ; 362086.77 3315562.21 10+00.00 O.00R ; FND 2-1/2" BRASS CAP IN OPEN MON WELL •, UNKNOWN ORIGIN ......................................... STAMPED AS SHOWN, SEE DETAIL 7904 361425.90 ': 3315528.02 16+61.09 `: 29.79R FND 5/8" IR LEANING IN MOUND OF STONE R1 ' TIED SPINHOLE AND STRAIGHTENED 1905 361066.27 3315525.72 20+20.72 29.70R FND DISTURBED 5/8" IR LYING HORIZONTAL R1 TIED BASE OF IR 0.6' DOWN 7906 361006.10 3315525.89 20+80.89 ; 29.13R ; FND 1 /2" IR ; UNKNOWN ORIGIN ................................ 1906 ; 361006.01 ..................... 3315525.36 : .................. ................ 20+80.98 1 29.65R ........................................................................................................................................I....................,.,...,. FND 5/8" IR R1 2901 360765.19 3315553.41 23+21.61 O.00R `; FND 5/8" IR WITH DAMAGED YPC R3 1907 360765.31 ; 3315523.70 23+21.69 29.71R FND 5/8" IR R1 ............... ............... .. ....... ......................................... 2922 360004.64 3315548.35 : .................................. 30+82.18 ; O.00R ................ ............... ............................................ FND 5/8" IR WITH DAMAGED YPC .............. . R2 1920 359444.05 3315574.82 36+42.58 ; 30.20L FND 5/8" IR R6 DOWN 1' 2911 359444.42 ; 3315514.62 36+42.61 ; 30.00R FND 5/8" IR W/YPC "DEA. INC" R7 1902 359444.06 3315544.62 36+42.77 O.00R FND 5/8" IR R3 ALIGNMENT NOTE: BEARING OF ALIGNMENT WAS EXTENDED SLIGHTLY NORTHERLY OF THE NE CORNER OF SECTION 25 (POINT 1393) AT STATION 10+00 FOR THE PURPOSE OF LABELING STATIONS AND OFFSETS OF POINTS NORTH OF SAID SECTION CORNER ONLY. THIS EXTENSION DOES NOT CORRELATE WITH THE BEARING OF THE SECTION LINE NORTH OF SAID SECTION CORNER. PREPARED FOR DESCHUTES COUNTY ROAD DEPARTMENT 61150 S.E. 27TH STREET BEND, OR 97702 BASIS OF BEARINGS BEARINGS, DISTANCES AND COORDINATES ARE GRID VALUES BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS). THE BASIS OF BEARINGS FOR THIS SURVEY IS DEFINED AS FOLLOWS: LINEAR UNIT: INTERNATIONAL FOOT (ift) ELLIPSOIDAL DATUM (AND REALIZATION): NAD83(1991) _ PROJECTION: TRANSVERSE MERCATOR LATITUDE OF GRID ORIGIN: 43000'00" N LONGITUDE OF CENTRAL MERIDIAN: 121 °17'00" W NORTHING AT GRID ORIGIN: 0.000 ift EASTING AT CENTRAL MERIDIAN: 3,300,000.000 ift SCALE FACTOR ON CENTRAL MERIDIAN: 1.00016 (EXACT) ALL DISTANCES AND BEARINGS SHOWN HEREON ARE PROJECTED (GRID) VALUES BASED UPON THE PRECEDING PROJECT DEFINITION. THE BASIS OF BEARINGS IS GEODETIC NORTH. NOTE THAT THE GRID BEARINGS SHOWN HEREON (OR IMPLIED BY GRID COORDINATES) DO NOT EQUAL GEODETIC BEARINGS DUE TO MERIDIAN CONVERGENCE. PROJECT CONTROL WAS ESTABLISHED WITH GPS REAL TIME KINEMATIC (RTK) OBSERVATIONS USING CORRECTORS BROADCAST FROM THE ODOT OREGON REALTIME GPS NETWORK (ORGN) AND THE DESCHUTES COUNTY SURVEYOR'S OFFICE DESCHUTES 13 TRANSFORMATION FOR THE CENTRAL OREGON COORDINATE SYSTEM. SEE THE DESCHUTES COUNTY SURVEYOR'S WEBSITE FOR FURTHER INFORMATION ON THE DESCHUTES 13 TRANSFORMATION. SURVEYOR'S NARRATIVE PURPOSE THE PURPOSE OF THIS SURVEY WAS TO TIE EXISTING MONUMENTATION AND TO RETRACE THE RIGHT-OF-WAY ALONG HORSE BUTTE ROAD. ROAD HISTORY JOHN FERGUSON ROAD HISTORY JOHN FERGUSON ROAD WAS ESTABLISHED AS A 40 FOOT WIDE COUNTY ROAD ON NOVEMBER 11, 1908 PER CROOK COUNTY COMMISSIONER'S JOURNAL VOLUME 4, PAGE 268. THE CENTERLINE OF SAID 40' WIDE ROAD APPEARS TO HAVE INTERSECTED THE EAST LINE OF SECTION 25 T18S, R12E, FROM THE WEST AT 10.96 CHAINS (723.361 FEET) NORTH OF THE EAST ONE -QUARTER CORNER OF SAID SECTION. THE 1908 SURVEYOR'S REPORT DOES NOT CALL SPECIFICALLY TO THE SECTION LINE HOWEVER, THE NEXT CALL OF THE CENTERLINE IS SOUTH 10.96 CHAINS (723.36t FEET) TO THE EAST SAID EAST ONE -QUARTER OF SECTION 25, THEN SOUTH 40.07 CHAINS (2644.62t FEET) TO THE NORTHEAST CORNER OF SECTION 36, AND BEING SAID TERMINUS OF SAID ROAD. THIS PORTION OF JOHN FERGUSON ROAD ALONG THE SAID SECTION LINE STILL EXISTS WITHIN THE CURRENT RIGHT-OF-WAY OF A PORTION OF HORSE BUTTE ROAD. HORSE BUTTE ROAD HISTORY HORSE BUTTE ROAD IS CURRENTLY A 60 FOOT WIDE RIGHT OF WAY (30 FEET EACH SIDE OF CENTERLINE) WHICH BEGINS AT THE NORTHEAST CORNER OF SAID SECTION 25 BEING AT THE INTERSECTION WITH ARNOLD MARKET ROAD, AND RUNNING SOUTHERLY ALONG THE RANGE LINE COMMON TO RANGES 12 AND 13 EAST TO IT'S TERMINUS AT THE BOUNDARY OF THE DESCHUTES NATIONAL FOREST AND ALSO BEING THE SAME TERMINUS POINT OF SAID JOHN FERGUSON ROAD. ON JULY 31, 1972 BROOKS RESOURCES CORPORATION BY BARGAIN AND SALE DEED VOLUME 186, PAGE 955, CONVEYED TO DESCHUTES COUNTY THE EASTERLY 30 FEET OF SECTION 25, TOWNSHIP 18 SOUTH, RANGE 12 EAST W.M. AND THE WESTERLY 30 FEET OF THE NORTHWEST ONE -QUARTER OF SECTION 30, TOWNSHIP 18 SOUTH, RANGE 13 EAST W.M. SAID DEED APPEARS TO BE CONVEYING FEE TITLE AS IT DOES NOT MENTION FOR ROAD PURPOSES. NO ACCEPTANCE OF DEDICATION BY DESCHUTES COUNTY. ON JULY 28, 1972 SUNDANCE EAST PHASE I RECORDED AND ON OCTOBER 6, 1972 SUNDANCE EAST PHASE II RECORDED. BOTH PLATS DEDICATED A 30 FOOT RIGHT-OF-WAY ALONG THE WESTERLY 30 FEET OF THEIR RESPECTIVE PLAT. BOTH PLATS COMBINED TO DEDICATE A 30 FOOT RIGHT-OF-WAY ALONG THE ENTIRE LENGTH OF THE SOUTHWEST ONE -QUARTER OF SECTION 30, TOWNSHIP 18 SOUTH, RANGE 13 EAST W.M. ON SEPTEMBER 11, 1978 MAJOR PARTITION PLAT MJP-78-29 WAS RECORDED. SAID PLAT DEDICATED TO THE PUBLIC ALL STREETS AND EASEMENTS AS SHOWN ON SAID PLAT. SAID PLAT SHOWS THE WESTERLY RIGHT-OF-WAY LINE OF HORSE BUTTE ROAD AS 30 FEET FROM CENTERLINE (THE FULL LENGTH OF THE EAST LINE OF THE SOUTH ONE-HALF OF THE NORTHEAST ONE -QUARTER OF THE NORTHEAST ONE -QUARTER OF SAID SECTION 25). ON JUNE 2, 1993 PARTITION PLAT 1993-30 AND PARTITION PLAT 1993-31 RECORDED. BOTH PLATS DEDICATED THE EASTERLY 30.00 FEET OF THEIR RESPECTIVE PLATS; COMBINED THEY DEDICATE A 30.00 FOOT RIGHT-OF-WAY ALONG THE ENTIRE LENGTH OF THE SOUTHEAST ONE -QUARTER OF SECTION 25, TOWNSHIP 18 SOUTH, RANGE 12 EAST W.M. THESE DEDICATIONS DO OVERLAP THE ORIGINAL CONVEYANCE PER SAID BARGAIN AND SALE DEED VOLUME 186, PAGE 955, HOWEVER THE DEDICATIONS OF THESE PLATS WERE ACCEPTED BY DESCHUTES COUNTY. HORSE BUTTE ROAD CENTERLINE THE CENTERLINE OF SAID ROAD IS COMMON WITH THE RANGE LINE BETWEEN RANGES 12 AND 13 EAST. SAID RANGE LINE WAS ESTABLISHED BY HOLDING THE FOUND MONUMENT AT THE SECTION CORNER COMMON TO SECTIONS 24, 25, 19, AND 30, BY HOLDING THE FOUND MONUMENT AT THE ONE -QUARTER CORNER COMMON TO SECTIONS 25 AND 30, AND BY HOLDING THE FOUND MONUMENT COMMON TO SECTIONS 25, 36, 30, AND 31, AS SHOWN HEREON. HORSE BUTTE ROAD RIGHT-OF-WAY THE WESTERLY AND EASTERLY RIGHT-OF-WAY LINES WERE ESTABLISHED BY HOLDING A RECORD DISTANCE OF 30.00 FEET EACH SIDE OF CENTERLINE. RESEARCH WE RESEARCHED ALL OF THE SURVEYS OF RECORD WITHIN, ALONG, AND ADJOINING THE HORSE BUTTE ROAD. PUBLISHED COORDINATES AND STATIONING THE COORDINATES SHOWN IN THE MONUMENT AND CONTROL POINT TABLES ARE THE RESULT OF A LEAST SQUARES NETWORK ADJUSTMENT COMBINING REDUNDANT GPS AND CONVENTIONAL TERRESTRIAL OBSERVATIONS. STATIONING SHOWN WAS CREATED AND RELATIVE TO THIS SURVEY ONLY. ALIGNMENT BEGINS AT THE NE CORNER OF SECTION 25 AT STATION 10+00 AND RUNS SOUTH ALONG THE SECTION LINE TO THE SE CORNER OF SAID SECTION AT STATION 62+85.71. SEE NOTES BENEATH MONUMENT TABLES ON SHEETS 1 AND 2, REGARDING THE NORTHERLY AND SOUTHERLY EXTENSIONS OF ALIGNMENT FOR LABELING PURPOSES ONLY. PROPERTY DISCLAIMER NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF THE MONUMENTS RELATIVE TO ANY PROPERTY LINE OTHER THAN THE LOCATION AT WHICH THEY WERE FOUND AND TIED BY DESCHUTES COUNTY IN 2022. FIELD NOTES: DESCHUTES COUNTY ROAD FIELD BOOK 244, PAGES 1-11, 34-38 CONTROL POINT TABLE - POINT # :...................:...........I........: NORTHING EASTING STATION OFFSET DESCRIPTION 1 :................... 361678.92 :................... 3315577.22 ,...,............:..............:....................................................................I................ 14+07.74 :.............. 17.73L :..................................................................................... SET 60D SPIKE 2 :................... 362114.40 :.................... 3315647.30 .:................. 9+71.81 :................. :........ 84.91L SET 60D SPIKE ........ ..... 3 362065.16 :................... 3315498.88 10+22.03 :.............. ...... ... 63.18R :......................................................... ..................................................................... SET 60D SPIKE I .............. I............ ................... 4 361150.63 3315528.97 .:................. 19+36.34 27.01R SET 60D SPIKE 5 360748.84 ; 3315572.92 23+37.83 19.62L SET 60D SPIKE 6 360331.86 3315557.59 27+54.90 7.06L SET 60D SPIKE 7 360081.97 ; 3315588.79 30+04.58 39.92L SET 5/8" X 24" IR WITH RPC "DCSO RANDOM POINT" 8 359744.96 3315543.41 33+41.88 3.22R ; SET 5/8" X 24" IR WITH RPC "DCSO RANDOM POINT" LEGEND .o. • FOUND MONUMENT AS NOTED IN MONUMENT TABLE Q SET CONTROL POINT AS NOTED IN CONTROL TABLE IR IRON ROD YPC RPC YELLOW PLASTIC CAP RED PLASTIC CAP � * COUNTY SURVEYOR W/ FND DCOR WITH FOUND DESCHUTES COUNTY OFFICIAL RECORDS w GO � g to Z� fly L. DCSO DESCHUTES COUNTY SURVEYOR'S OFFICE REFERENCES ()R1 RECORD INFORMATION PER MAJOR PARTITION MJP-78-29, BY MICHAEL TYE, PLS 1046, DATED 04/14/1978, FILED AS CSO4163 DCSO ()R2 RECORD INFORMATION PER CSO4358 BY JIM TYE, PLS 1104, FILED 09/13/1982 DCSO REGISTERED ()R3 RECORD INFORMATION PER CSO4902 BY JAMES BUSSARD, PLS 599, DATED JULY 1972, DCSO PROFESSIONAL ()R4 RECORD INFORMATION PER MAJOR PARTITION MJP-91-2, BY DAVID BATEMAN, PLS 1068, FILED LAND SURVEYOR 01 /30/1992 AS CS08073 DCSO ()R5 RECORD INFORMATION PER "SUNDANCE EAST PHASE I" BY GEORGE COOK, PLS 540, RECORDED 07/02/1972 DCOR, AND FILED AS CS09960 DCSO ()R6 RECORD INFORMATION PER "SUNDANCE EAST PHASE II" BY GEORGE COOK, PLS 540, RECORDED 10/06/1972 DCOR, AND FILED AS CS09967 DCSO ()R7 RECORD INFORMATION PER PARTITION PLAT 1993-31 BY DAVID BATEMAN, PLS 1068, FILED 0 R E G 0 N 06/16/1993 AS CS11493 DCSO MARCH 8, 2016 ()R8 RECORD INFORMATION PER PARTITION PLAT 1993-30 BY DAVID BATEMAN, PLS 1068, FILED JACOB D. POWELL 06/16/1993 AS CS11498 DCSO ()R9 RECORD INFORMATION PER THE 1908 SURVEYOR'S REPORT FOR JOHN FERGUSON ROAD, BY 90744PLS FRED A. RICE RENEWS: 12/31/2024 RECORD OF SURVEY -RIGHT-OF-WAY RETRACEMENT SHEET DESCHUTES COUNTY SURVEYOR'S OFFICE � HORSE BUTTE ROAD 61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE (541) 388-6581 EAST 1 /2 SEC. 25, T18S, R12E AND THE WEST 1 /2 SEC. 30 T18S, R13E, W.M. OF PROJECT : W66126 DATE:08-08-2024 IDRAWN BY: JDP ICHECKED BY: KRS DESCHUTES COUNTY, OREGON 2 FILE NAME: J:\CAD\Projects\Surveying\W66126 Horse Butte Rd\DWG\HORSE BUTTE ROAD ROS.dwg 03 y N w c" co CS 2,3sa- PARCEL 1 PAR17)70N PLAT 190--,31 SCALE: 1 "= 200 FEET 200 0 40 100 200 ORIGINAL PAGE SIZE: 18"X24" BUTTE RANCH ROAD PARCEL 1 PARTIAON PLAT 190--JO DETAIL FOUND MONUMENT 1406 MONUMENT TABLE - SEE SHEET 1 2911--\ 36+00 1920 37+00 1902 \ I 38+00 I "SUNDANCE EAST PHASE LOT 11, BLOCK 1 39+00 9 I 40+00 SANFF OR 30.00' I 30.00' co 41+00 "SUNDANCE EAST PHASE LOT 10,, BLOClr' 1 42+00 M 1.7 rN N .- �- 43+00 10 I 44+00 r2918 co • 45+00 46+00 cV 000 � C.)Z `a' CV^ N � za N N V I 3 N N 3 Nc N "' 'n 3 47+00 ly C CD 48+00 g "SUNDANCE EAST PHASE 1908 I LOT 5, BLOCK 1 49+00 2903 rt- 50+00 �"-2917 2910 Q QUEBEC 11 M W 51 +00 "SUNDANCE EASr PHASE m 52+00 LOT 4, BLOCK 1 LU N O 53+00 /-2916 • � I 54+00 o: 0 55+00 N I "SUNDANCE EAST PHASE L 0 T 11 BLOCK 1 M 56+00 v per' O I 57+00 12 I -2915 • 58+00 SWEETGRASS DRIVE "SUNDANCE EAST PHASE /" LOT 1, BLOCK 4 �-1406 USA - DESCHUTES NA1701V.4L FOREST POINT # NORTHING EASTING :.................. STA. :.......... OFFSET MONUMENT DESCRIPTION REFERENCE REMARKS :.......... ............. ...:....................:........... 1920 359444.05 ; .......... 3315574.82 36+42.58 ....:.................... 30.20L ............... .............. ........ .......... ....... -....... ......:...... FND 5/8" IR .............. R6 .....,....................... I ........... ,........ DOWN 1' ..........I......:....................:.....................:..................:..............:..............................................................................................................:...........................................I...........,.... 2911 ; 359444.42 ; :............... 3315514.62 :.................. 36+42.61 :.......... 30.00R ; FND 5/8" IR W/YPC "DEA. INC" :............................. R7 ................. 1902 .....:..................... 359444.06 :....................:.....................:..................:..............:..........................................................................................:....................:................................................I.........., 3315544.62 36+42.77 .... O.00R .................. ........ ......... .......... ................:....................:................ ; FND 5/8" IR R3 ..................... ........... ... ........ . 2918 ; 358606.24 3315569.18 44+80.41 ; 30.001- FND 5/8" IR R6 .........................I....... 1908 358153.05 ; ..................... ; 3315506.00 ............. .............. 49+34.00 ............................................. 30.24R ,.......................................... ....,.. FND 5/8" IR ......................................................I........................ R4 ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,; 2909 358122.88 ,,,,,,,,,,,,,,,,,,,,, ; 3315506.04 ; ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 49+64.18 30.00R ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, FND 5/8" IR WITH DAMAGED YPC R4 UNDER ASPHALT 2903 358122.64 ; 3315536.04 ; 49+64.22 O.00R ; FND 5/8" IR WITH ILLEGIBLE YPC R4 ........... ......... 2910 ............. 358092.88 ..................... : 3315505.84 ; .................. : 49+94.18 .............. 30.00R ........................ ....... ......... .................. ......... ....................... FND 5/8" IR .................... R4 ................................ ................... ......... ,,,,,,,,,,,,,;,,,,,,,,,,,,,,,,,,,,;,,,,,,,,,,,,,,,,,,,,,;,,,,,,,,,,,,,,,,,,;,,,,,,,,,,,,,,;,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, 2917 358057.28 :.................. 3315565.61 50+29.39 :.............. 30.001- ; FND 1 /2" IR :............ :.............................. :............... R5 2916 ..:.................. ; 357699.78 ; :....................:..................... ...:.................. 3315563.29 :.................. 53+86.89 :.............. 30.001- ............................................... FND 1/2" IR :............ :.................... .....:...... R5 ....... ................... ....... .................... . :............................................................ 2915 357291.75 :.................... :..................... 3315560.64 :................ 57+94.93 30.001- ......................... ............................................. ........ FND 5/8" IR LEANING R5 TIED SPINHOLE AND STRAIGHTENED ............. 2914 357231.66 ; :..................... 3315560.25 :..................:...... ..:............. 58+55.02 .:........ 30.00L ..................................................................................:....................:............................................................ FND 5/8" IR :....................... :.............. R5 ............. ...:.................... 2913 356801.44 3315557.46 ; 62+85.25 ' ........ 30.00E ................... ........ ................ ................ ........ ': FND 5/8" IR ......:......................... R5 ................................... 1406 356801.18 3315527.45 ': 62+85.71 O.00R `; FND 3-1 /4" DESCHUTES COUNTY ALUMINUM CAP OCRR 958 MARKINGS ILLEGIBLE, SEE DETAIL 2912 :.................... ................... 356801.36 ; :....................:.....................:.................. .................... 3315497.45 62+85.73 :.............. .............. 30.00R .......................................................................................... : ; FND 5/8" IR W/YPC "DAVID EVANS AND ASSOCIATES" :............... :................... .............. .............. R8 .................... . ............................ ... 1013 356799.49 3315472.46 62+87.75 54.98R ........ .................................. ........ ................ ......... FND 3-1/2" DESCHUTES COUNTY ALUM CAP CO GRID .:...................... .................. ....... ............ . COCS 13 "GIS 0025 1998 LS1031" ALIGNMENT NOTE: BEARING OF ALIGNMENT WAS EXTENDED SLIGHTLY SOUTHERLY OF THE SE CORNER OF SECTION 25 (POINT 1406) AT STATION 62+85.71 FOR THE PURPOSE OF LABELING STATIONS AND OFFSETS OF POINTS SOUTH OF SAID SECTION CORNER ONLY. THIS EXTENSION DOES NOT CORRELATE WITH THE BEARING OF THE SECTION LINE SOUTH OF SAID SECTION CORNER. PREPARED FOR DESCHUTES COUNTY ROAD DEPARTMENT 61150 S.E. 27TH STREET BEND, OR 97702 EXISTING PAVEMENT DETAIL 1 "=50' 30.00' -►I 30.00' i II 27+01.5 30.01- 27+00 I I � � I I I \ I I I I of I I x I O \ I 28+00 l I I 24't WIDE EXISTING PAVEMENT `"9 I I I I I I I \ I I I I \ I I I \ 29+00 \ I I I f r r f r r r r r r 1 r I r r r r f r r r r r r I i r f r r f r r f f r r r 30+00 r i r 30+09.4 30.OL Ij I CONTROL POINT TABLE - POINT # NORTHING EASTING :.......... STATION OFFSET :.................. DESCRIPTION .............. 9 :................... .....:.................... 359132.62 :.............. 3315566.36 .......:.............. 39+54.06 :.............. 23.76L :................................. ............... .......... ...................... .................... SET 5/8" X 24" IR WITH RPC "DCSO RANDOM POINT" ............ 10 358736.93 ......:................. 3315524.23 43+50.02 15.79R ......... .................. ......................... SET 5/8" X 24" IR WITH RPC "DCSO RANDOM POINT" 11 :................... 358020.60 :.................... 3315559.34 :................. 50+66.11 :.............. 23.96L ', :....... ............. ....... .......... ........ ............ ........................ SET 5/8" X 24" IR WITH RPC "DCSO RANDOM POINT" 12 1 :................... 357299.13 :.......... 3315513.41 :................. 57+87.86 :.............. 17.28R :............................................... .......................... ....... ......... ........... ................. ........ SET 5/8" X 24" IR WITH RPC "DCSO RANDOM POINT" ................ 14 ; 356969.22 .......... 3315553.99 ; 61+17.50 25.44L -............... ... ............... .. SET 5/8" X 24" IR WITH RPC 'DCSO RANDOM POINT" LEGEND + • FOUND MONUMENT AS NOTED IN MONUMENT TABLE SET CONTROL POINT AS NOTED IN CONTROL TABLE IR IRON ROD YPC YELLOW PLASTIC CAP RPC RED PLASTIC CAP W/ WITH FND FOUND DCOR DESCHUTES COUNTY OFFICIAL RECORDS DCSO DESCHUTES COUNTY SURVEYOR'S OFFICE REFERENCES ()R1 RECORD INFORMATION PER MAJOR PARTITION MJP-78-29, BY MICHAEL TYE, PLS 1046, DATED 04/14/1978, FILED AS CSO4163 DCSO ()R2 RECORD INFORMATION PER CSO4358 BY JIM TYE, PLS 1104, FILED 09/13/1982 DCSO ()R3 RECORD INFORMATION PER CSO4902 BY JAMES BUSSARD, PLS 599, DATED JULY 1972, DCSO ()R4 RECORD INFORMATION PER MAJOR PARTITION MJP-91-2, BY DAVID BATEMAN, PLS 1068, FILED 01 /30/1992 AS CS08073 DCSO ()R5 RECORD INFORMATION PER "SUNDANCE EAST PHASE I" BY GEORGE COOK, PLS 540, RECORDED 07/02/1972 DCOR, AND FILED AS CS09960 DCSO ()R6 RECORD INFORMATION PER "SUNDANCE EAST PHASE II" BY GEORGE COOK, PLS 540, RECORDED 10/06/1972 DCOR, AND FILED AS CS09967 DCSO ()R7 RECORD INFORMATION PER PARTITION PLAT 1993-31 BY DAVID BATEMAN, PLS 1068, FILED 06/16/1993 AS CS11493 DCSO ()R8 RECORD INFORMATION PER PARTITION PLAT 1993-30 BY DAVID BATEMAN, PLS 1068, FILED 06/16/1993 AS CS11498 DCSO ()R9 RECORD INFORMATION PER THE 1908 SURVEYOR'S REPORT FOR JOHN FERGUSON ROAD, BY FRED A. RICE r!-It I r LEtj08 LU 2 co 13/aoZy REGISTERED PROFESSIONAL LAND SURVEYOR 0 R E G 0 N MARCH 8, 2016 JACOB D. POWEL 90744PLS RENEWS: 12/31/2024 w C" co DESCHUTES COUNTY SURVEYOR'S OFFICE 61150 S.E. 27TH STREET BEND, OREGON 97702 PHONE (541) 388-6581 RECORD OF SURVEY - RIGHT-OF-WAY RETRACEMENT HORSE BUTTE ROAD EAST 1 /2 SEC. 25, T18S, R12E AND THE WEST 1 /2 SEC. 30 T18S, R13E, W.M. DESCHUTES COUNTY, OREGON SHEET 2 OF 2 PROJECT : W66126 DATE:08-08-2024 IDRAWN BY: JDP ICHECKED BY: KRS FILE NAME: J:\CAD\Projects\Surveying\W66126 Horse Butte Rd\DWG\HORSE BUTTE ROAD ROS.dwg CS 2 1 16 8