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Survey 20397
nFTAII A CSSSE I 11256 279 O W r� 00.040 (V n :t 00 O06OM z►C14z I CONTROL, RECOVERY& RETRACEMENT MAP RICKARD ROAD: GROFF ROAD TO U.S. HIGHWAY 20 IMPROVEMENTS LOCATED IN SECTIONS 13, 14, 15, 16, 17, 20, 21, 22, 23 & 24 OF TOWNSHIP 18 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON DECEMBER 8, 2020 266 I I E 1116 I OCRR 968 N89°56'20"W °i M X\N 5319.72'(R8) 262 S89'52'38"W 0• 5320.18' 263 2661.59' a 2658.59 2661.7'(R8) -t ao 2658.02'(R8) SECTION 17 I SECTION 16 IVSEE NA RRA T1 VE LJ Ielml OR SECTION 14 I I 0 O SHEET O d- N r-) ' I -zoI SHEET 9 SEEDETA/LB zz o�aM SHEET II — — — — — — N SECTION 10 SECT/ON 15 264 a- r` Lo SECTION _ °' 15 I 0 0i N N SEE NARRATIVE rn OCRR 2024 FBI a-fil ME s 6UALL: 1 "=5' SEE NARRAT1VE W �R w ko :� 9� voo)^ � (fl N 10 :n00MN O N C:)znz 225 0.71' �0.98'(R17) R/W m SEENARRATIVE w 04,00 ul M N O O N Z Z M 260 OCRR 1019 SECTION 13 I 0 0 — CENTRAL OREGON HIGHWAY Co S89°51'44"E 2662.69'(R9) z Z_ U.S. HIGHWAY20 S. 1/16 CS 1/16 N N r — — — — — ,-� N89°47'31 "E 2662.549 F—1— — — — — — —1 274 � 275 w w ( 216 S. 1/16 SHEET w w S BTU E ET So w N w � � ih 221 � RICKARD ROAD � \ SHEET n - �� I L ------ SE1/16- �'1'0) �-- ------ \ \ No'o� M _� "Mo N SHEET 9 o o RICKARD ROAD W00 00 � N oo ( (`� � � unSHEET\ \ I SEE DETAIL A - I:tCq JENNINGS ;�NMMI 00 n�. col LMrNN�`i� ----- I � I \ \ GOSNEY 276 o M 0- � ROAD z " 0 z z I ,t rl- vi I o '`� 0 fr) ROAD — — — — — — — — — I z z Z — — — �— — — — — — N I N — \ _L---- ---- — —�--------�� oN 0- I z'?z I ;-------- S89°28'09"E 2641.89'(R14) \ SEE DETAIL ESHEET 14 1302.66 (R20) f 1302.67 (R r OCRR967 — I — z z OCRR 9 024 ( I I " , , 1302.38' 1 1302.78I GROFF I 253 OCRR 1089 I 261 — — — — U { N89 59 21 E 2641.78 \, �\ 265 OCRR 956 — - 0 N 0' 00 00 I N CO�j O C t O ��I 00 t 00 Z Z *0)1 S89'27'11 "E 2605.16' S89'57'51 "E 2635.39' S89°26'45"E 2605.33'(RS89°36'19"E 2635.30'(R10) SECTION 20 OVERVIEW NARRATIVE GROFFROAD I I SHEET 5 I SECTION I I S89.5646"E 2634.81' 1 S89°56'47"E 2634.87'(R16) — - -I ---------��3 �o�nl Ij U no 100of rL I (ooco z I 00 rn O O Lo0 'ww L 00 Co O N S89'57'02"E 2649.04' 260 N89'42'20"E 2667.42' N89'59'34"E 2634.49' — — — S89°35'48"E 2648.89'(R9) OCRR 1019 N89°53'40"E 2667.92'(R17) S89°39'23"E 2634.46'(R10) 206 — — — — — — — — — OCRR 1022 I SHEET 12 BOZEMAN TRAIL 21 N28 s SECTION 22 SECTION 23 OCRR 1246 SECTION21 280 SECTION28 WE WERE RETAINED BY DESCHUTES COUNTY, ACTING BY AND THROUGH THE ROAD DEPARTMENT TO PREPARE A CONTROL, RECOVERY AND RETRACEMENT MAP, ALONG WITH A DESIGN SURVEY FOR THE DESCHUTES COUNTY PROJECT ENTITLED: "RICKARD RD: GROFF RD. TO US 20 IMPROVEMENT PROJECT" UNDER CONTRACT NO.2020-416. THE RIGHT OF WAY (R/W) OF RICKARD ROAD REPORTED THIS SURVEY IS BASED ON MY RETRACEMENT OF WILLIAM C. KAUFFMAN'S "PLAT OF SURVEY OF RICKARD ROAD" FILED OCTOBER 11, 1990 AS CSO4289, HEREIN REFERENCED AS (R10). IN GENERAL MOST OF THE R/W MONUMENTS I RECOVERED PER MR. KAUFFMAN'S SURVEY AGREE WITH HIS REPORTED GEOMETRY AND THEREFORE WERE HELD IN SOME FASHION AS REPORTED HEREON. MR. KAUFFMAN'S SURVEY DID NOT REPORT ALL ESTABLISHMENT DOCUMENTS FOR THE R/W PER HIS SURVEY. I HAVE REPORTED THOSE ESTABLISHMENT DOCUMENTS SUPPORTING THIS R/W ALONG WITH PORTIONS WITHOUT ESTABLISHMENT DOCUMENTS. IN MOST INSTANCES THE ESTABLISHMENT DOCUMENTS ARE BASED ON THE LINES OF THE PUBLIC LAND SURVEY SYSTEM, INCLUDING PORTIONS OF THE RICKARD ROAD R/W CENTERLINE. ORDER NO. 97-079: RECORDED 5-19-1997 IN VOLUME 448 AT PAGE 1928 AND AS INSTRUMENT NO. 1997-17476, HEREON REFERENCED AS (R/W 16) ESTABLISHED PORTIONS OF THE RICKARD ROAD R/W WITHIN SECTIONS 14, 15, 16, 21, 22 AND 23. THE LEGAL DESCRIPTION CONTAINED IN THIS DOCUMENT APPEARS TO HAVE USED WILLIAM C. KAUFFMAN'S SURVEY AS NOTED ABOVE FOR THE CURVES AND COURSES ARE IDENTICAL IN MOST INSTANCES. I HAVE REPORTED BOTH RECORDS ON THE FACE OF THIS SURVEY. 1 ALSO RETRACED THOSE PUBLIC RIGHT OF WAYS THAT INTERSECT THE RICKARD ROAD R/W IN MOST INSTANCES BY THE NEAREST CONTROLLING MONUMENTATION AS REPORTED HEREON. THE MAJORITY OF MY RETRACEMENT EFFORTS REPORTED HEREON AGREE WITH THE RECORD WITH THE FOLLOWING EXCEPTIONS: THE RECORD MONUMENT FOR THE QUARTER SECTION CORNER OF SECTIONS 14 & 15 PER OREGON CORNER RESTORATION RECORD 1025 (OCRR 1025) WAS PULLED BY PERSONS UNKNOWN. SEE OREGON CORNER RESTORATION RECORD 2024 (OCRR 2024) FOR ADDITIONAL INFORMATION. THE SUBDIVISION OF SECTION 15 WAS COMPLETED BY ROBERT LECKLIDER IN 1987 AND WAS PERPETUATED BY HIS SURVEY FILED MAY 5, 1987 AS CSO4291, HEREIN REFERENCED AS (R8). AFTER REVIEW OF CSO4291 IS APPARENT THAT MR. LECKLIDER SUBDIVIDED THE SECTION PER THE PRESCRIBED METHOD BY FIRST ESTABLISHING THE QUARTER SECTION CORNERS, IN WHICH HE RECOVERED ORIGINAL GLO MONUMENTS AND THEN RUNNING STRAIGHT LINES FROM THESE FIXED CORNERS TO ESTABLISH THE CENTER QUARTER SECTION CORNER AND FURTHER SUBDIVIDING THE SOUTHEAST QUARTER. IN 1990, WILLIAM C. KAUFFMAN FILED A "PLAT OF SURVEY" ON APRIL 16, 1990 AS CSO4290, HEREIN REFERENCED AS (139) IN WHICH HE ESTABLISHED THE CENTER QUARTER SECTION CORNER OF SECTION 15 NOT BY THE PRESCRIBED METHOD AS DESCRIBED ABOVE. MR. KAUFFMAN ESTABLISHED THIS CENTER OF SECTION BY PROPORTIONING ON THE EAST - WEST CENTERLINE OF SECTION 15, BETWEEN THE QUARTER SECTION CORNER OF SECTIONS 14 & 15 AND THE QUARTER SECTION CORNER OF SECTIONS 15 & 16. THE RESULT OF THIS ESTABLISHMENT LED HIM TO NOT ACCEPT THE CENTER -SOUTH ONE -SIXTEENTH CORNER SET BY MR. LECKLIDER PER CSO4291 AND COMPUTING ONLY ANOTHER. FURTHERMORE THIS NEW COMPUTED ONE -SIXTEENTH CORNER POSITION WAS HELD IN SUBSEQUENT SURVEYS SUCH AS PARTITION PLAT NO. 2003-37, HEREIN REFERENCED AS (1317). IN ATTEMPTING TO PROTECT THE BONA -FIDE RIGHTS OF INVOLVED PARTIES, I HAVE SUBDIVIDED SECTION 15 BY THE PRESCRIBED METHOD AS DESCRIBED ABOVE AND HELD MR. LECKLIDER'S MONUMENTED CENTER -SOUTH ONE -SIXTEENTH CORNER FOR EAST -WEST CONTROL AND MY CALCULATED POSITION FOR THE UN-MONUMENTED CENTER -SOUTH ONE -SIXTEENTH CORNER FOR NORTH -SOUTH CONTROL AS SHOWN ON SHEET 10. LEGEND rr SECTION LINE SUBDIVISION OF SECTION LINE RIGHT OF WAY RECOVERED SECTION CORNER RECOVERED QUARTER SECTION CORNER/CENTER QUARTER SECTION CORNER 0 RECOVERED SUBDIVISION OF SECTION CORNER {D RECOVERED MONUMENT IDENTIFIER (ID) (R) RECORD BEARING/DISTANCE PER REFERENCES (REPORTED ON SHEET 2) OCRR # OREGON CORNER RESTORATION RECORD O COMPUTED OR DIMENSIONED POSITION, NOTHING FOUND OR SET SURVEY CONTROL STATEMENT COORDINATE SYSTEM. - THIS PROJECT IS LOCATED ENTIRELY WITHIN THE CENTRAL OREGON COORDINATE SYSTEM, EXPRESSED IN THE NORTH AMERICAN DATUM OF 1983 [(NAD83) 1991 EPOCH] AS DETERMINED THIS SURVEY BY HIGH PRECISION REAL TIME KINEMATIC GPS METHODS, EXPRESSED IN INTERNATIONAL FEET. BASIS OFCOORD/NATESYSTEM THE CENTRAL OREGON COORDINATE SYSTEM REPORTED THIS SURVEY WAS ESTABLISHED BY MEANS OF A SITE CALIBRATION TO INCLUDE NINE PRIMARY AND ONE HIGH PRECISION PUBLISHED CONTROL STATIONS AS FOLLOWS: GIS 014, GIS 021, GIS 034, GIS 036, GIS O40, GIS 054, GIS 061, GIS 067, STEVENS, V-456. BASIS OF BEARINGS.• THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM AS DETERMINED BY HIGH PRECISION REAL TIME KINEMATIC GPS METHODS USING TRIMBLE R6 RECEIVERS. NOTES: 1) THE FIELD SURVEY WAS PERFORMED JULY - AUGUST OF 2020. 2) NO CERTIFICATION IS BEING MADE AS TO THE POSITION OF THE MONUMENTS REPORTED HEREON RELATIVE TO RECORD PROPERTY LINES OTHER THAN THE LOCATION AT WHICH THEY WERE FOUND RELATIVE TO THE CENTERLINES REPORTED HEREON, UNLESS OTHERWISE NOTED OR REPORTED. SECTION 24 DESCHUTES COUNTY SURVEYOR FILED 1a /5 ao2-o gy;Dun�.l 010 50 100 150 200 300 SCALE: 1" = 100' �2-S•Za REGISTERED PROFESSIONAL LAND SURVEYOR r,4,q,,.rw=tlkm OREGON SEPTEMBER 17, 2018 BENJAMIN J. HRON 92723 EXPIRES: 6/30/2021 CIVIL ENGINEERING I SURVEYING I PLANNING 62930 O.B. RILEY ROAD, STE. 100. BEND. OR 97703 PH: (541)389-9351 1 FAX: (541)388-5416 WEB: WWW.HWA—INC.ORG SHEET 1 OF 14 -. \Land Projects\200607—Rickard Road\dwg\SURVEY\200607—ROS.dwg Dec 08, 2020 — 1: 31 pm �$ 20397 CONTROL, RECOVERY & RETRACEMENT MA?[F' RICKARD ROAD: GROFF ROAD TO U.S. HIGHWAY 20 IMPROVEMENTS LOCATED IN SECTIONS 13, 14, 15, 16, 17, 20, 21, 22, 23 & 24 OF TOWNSHIP 18 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON DECEMBER 8, 2020 RECORD RIGHT OF WAY ESTABLISHMENT DOCUMENTS (R/W 1) DESCHUTES COUNTY COMMISSIONER'S JOURNAL: VOLUME 1 AT PAGE 287, "GOSNEY ROAD". (R/W 2) DESCHUTES COUNTY COMMISSIONER'S JOURNAL: VOLUME 1 AT PAGE 294, "GROFF ROAD". RECOVERED PRIMARY MONUMENT CAP DETAILS (R/W 3) ROAD AND RIGHT OF WAY EASEMENT: RECORDED 12-8-1972 IN VOLUME 190 AT PAGE 859. (R/W 4) BARGAIN AND SALE DEED: RECORDED 7-27-1979 IN VOLUME 304 AT PAGE 46, NOT ACCEPTED BY COUNTY COMMISSIONERS AT THIS TIME. 206 216 221 225 252 (R/W 5) DECLARATION OF DEDICATION: RECORDED 5-1-1986 IN VOLUME 122 AT PAGE 235, ACCEPTED BY COUNTY COMMISSIONERS. (R/W 6) DECLARATION OF DEDICATION: RECORDED 5-1-1986 IN VOLUME 122 AT PAGE 237, ACCEPTED BY COUNTY COMMISSIONERS. COG . E • C. (R/W 7) DECLARATION OF DEDICATION: RECORDED 6-29-1989 IN VOLUME 186 AT PAGE 2971, ACCEPTED BY COUNTY COMMISSIONERS. �fi� S (R!W 8) DECLARATION OF DEDICATION: RECORDED 6-29-1986 IN VOLUME 186 AT PAGE 2973, ACCEPTED BY COUNTY COMMISSIONERS. ,�16 C(R/W 9) DECLARATION OF DEDICATION: RECORDED 6-29-1986 IN VOLUME 186 AT PAGE 2975, ACCEPTED BY COUNTY COMMISSIONERS. 04�_ S15 S14 SE 1 • S15 1616 S ' S7 5 17116 (R/W 10) DECLARATION OF DEDICATION: RECORDED 6-29-1986 IN VOLUME 186 AT PAGE 2977, ACCEPTED BY COUNTY COMMISSIONERS. 20 21 (R/W 11) DECLARATION OF DEDICATION: RECORDED 10-31-1996 IN VOLUME 427 AT PAGE 2447, DEDICATED BY DESCHUTES COUNTY COMMISSIONERS. ;V RLS 362 RLS 362 C(R/W R T18S R13E(R/W 12) DECLARATION OF DEDICATION: RECORDED 10-31-1996 IN VOLUME 427 AT PAGE 2451, ACCEPTED BY COUNTY COMMISSIONERS. t� 1987 1987 98762 13) BUREAU OF LAND MANAGEMENT AMENDED RIGHT OF WAY GRANT OR 44776, DATED 12-17-1990 (EXPIRES 12-16-2020) �/ i 9 (R/W 14) BUREAU OF LAND MANAGEMENT RIGHT OF WAY GRANT OR 51362, DATED 12-7-1995. (R/W 15) DEED OF DEDICATION: RECORDED 6-29-2011 AS INSTRUMENT NO.2011-23066, ACCEPTED BY COUNTY COMMISSIONERS. (R/W 16) ORDER NO.97-079: RECORDED 5-19-1997 IN VOLUME 448 AT PAGE 1928 AND AS INSTRUMENT NO. 1997-17476. 253 259 260 262 263 (R/W 17) CROOK COUNTY COMMISSIONER'S JOURNAL: VOLUME 5 AT PAGE 103, "BRYAM ROAD". (R/W 18) DESCHUTES COUNTY COMMISSIONER'S JOURNAL: VOLUME 1 AT PAGE 455, "ST. CLAIR ROAD". E S coG T18S R13E T18S R13E ; 9 $ 0OG HWA (R/W 19) DESCHUTES COUNTY COMMISSIONER'S JOURNAL: VOLUME 1 AT PAGE 375, "ARTHUR WARD ROAD". G�v-V 5 T18S R13E �fi G�v ti T18S R13E (R/W 20) DECLARATION OF DEDICATION: RECORDED 11-15-1990 IN VOLUME 223 AT PAGE 561. � O T18S R13E � o 1/4 �4 1�- S15 S14 S15 �4�- 16115 S15 S14 RECORD REFERENCES 21 s22 S23 S22 T SURVEY N � N � 1991 g'� V GAL 4 110 RLS 362 RLS 362 G V �` PLS 702 (R1) ORIGINAL GENERAL LAND OFFICE PLAT OF T. 18 S., R. 13 E., WM, OR; APPROVED 8-9-1871. . s . < �y0 p� 1987 1987 !� �j'O p� LS-92723 2020 R2 CALICO ACRES - UNSIGNED: BY EDGAR W. GRAVES; FILED 2-20-1973 AS CS06120. ( > c co c u , R S R S (R3) SECTION BREAKDOWN: BY GEORGE COLVIN; FILED 4-29-1977 AS CSO4347. (R4) CONESTOGA HILLS 1 ST ADDITION: BY GEORGE W. COLVIN JR.; RECORDED 12-22-1978 IN CABINET B AT PAGE 555 AND AS INSTRUMENT NO. 1978-90; FILED 1-9-1979 AS CS06470. (R5) 1880 RANCH: BY GEORGE W. COLVIN JR.; RECORDED 3-4-1981 IN CABINET C AT PAGE 1 AND AS INSTRUMENT NO. 1981-21446; FILED 3-10-1981 AS CS07076. 275 280 (R6) MINOR LAND PARTITION MP-85-4: BY RAYMOND E. OMAN; RECORDED 5-1-1986 IN CABINET 1 AT PAGE 27 AND AS INSTRUMENT NO.1986-8267; FILED 5-2-1986 AS CSO4307. (R7) 4-J ESTATES SUBDIVISION: BY RAYMOND E. OMAN; RECORDED 11-23-1988 IN CABINET C AT PAGE 283 AND AS INSTRUMENT NO. 1988-27313; FILED 12-14-1988 AS CS07237. E S CS 1/16 COG (R8) SUBDIVISION OF SECTION 15: BY G. ROBERT LECKLIDER; FILED 5-5-1987 AS CSO4291. G SEC. 16 �y T18S R13E y� (R9) PLAT OF SURVEY: BY WILLIAM C. KAUFFMAN; FILED 4-16-1990 AS CSO4290. 4 < (R10) PLAT OF SURVEY OF RICKARD ROAD: BY WILLIAM C. KAUFFMAN; FILED 10-11-1990 AS CSO4289. _� _ f 4 (R11) PARTITION PLAT NO. 1991-2: BY GEORGE COLVIN; RECORDED 1-10-1991 IN CABINET 1 AT PAGE 81 AND AS INSTRUMENT NO. 1991-712; FILED 1-10-1991 AS CSO4292. 28 N (R12) PARTITION PLAT NO. 1992-2: BY RAYMOND E. OMAN; RECORDED 1-13-1992 IN CABINET 1 AT PAGE 173 AND AS INSTRUMENT NO. 1992-826; FILED 1-23-1992 AS CS07781. R. OMAN G 1993 PLS 702 ��� PLS 2282 ; (R13) CENTRAL OREGON HIGHWAY 20 REVISED RIGHT-OF-WAY AND ALIGNMENT: BY LYNN J. BRUNO; FILED 1-15-1992 AS CS07390. �� (R14) PARTITION PLAT NO. 1992-24: BY JOEL C. SMITH; RECORDED 5-18-1992 IN CABINET 1 AT PAGE 204 AND AS INSTRUMENT NO. 1992-15933; FILED 5-20-1992 AS CS11030. 1988 y0 R S p (R15) PARTITION PLAT NO. 1995-12: BY TODD F. NEARY; RECORDED 4-13-1995 IN CABINET 1 AT PAGE 414 AND AS INSTRUMENT NO. 1995-11631; FILED 4-13-1995 AS CS12158. (R16) PARTITION PLAT NO. 2002-65: BY JERRY D. STICHLER; RECORDED 9-6-2002 IN CABINET 2 AT PAGE 330 AND AS INSTRUMENT NO.2002-48863; FILED 9-10-2002 AS CS15087. (R17) PARTITION PLAT NO.2003-37: BY ROBERT R. POVEY; RECORDED 6-17-2003 IN CABINET 2 AT PAGE 437 AND AS INSTRUMENT NO.2003-40678; FILED 6-18-2003 AS CS15422. (R18) BOUNDARY SURVEY: BY RICHARD L. BRYANT; FILED JUNE 24, 2003 AS CS15432. (R19) PARTITION PLAT NO.2009-26: BY TIM K. CHAPMAN; RECORDED 6-30-2009 IN CABINET 3 AT PAGE 732 AND AS INSTRUMENT NO.2009-27554; FILED 7-1-2009 AS CS18013. (R20) RECORD OF SURVEY: BY GEORGE G. HARTMAN; FILED 10-26-2011 AS CS18326. RECOVERED PUBLIC LAND SURVEY SYSTEM CORNER MONUMENTS AGL=ABOVE GROUND LEVEL; BGL=BELOW GROUND LEVEL; COGRID=COUNTY GRID; (P)=PUBLISHED ID NORTHING EASTING COGRID NORTHING (P) EASTING (P) DESCRIPTION ORIGIN STATION OFFSET ID 201 367420.11 3342093.38 18131300 367420.05 3342093.28 CORNER OF SECTIONS 13, 14, 23, 24; T. 18 S., R. 13 E.; 5/8" REBAR WITH 3-1/4"ALUMINUM CAP, "ILLEGIBLE", FLUSH OCRR 1021 203+84.17 HELD 201 206 367419.61 3339451.60 QUARTER SECTION CORNER OF SECTIONS 14 & 23; T. 18 S., R. 13 E.; 5/8" REBAR WITH 3-1/4" ALUMINUM CAP, 0.4' BGL OCRR 1022 177+43.25 8.38' R 206 216 368742.83 3336825.85 SOUTH ONE -SIXTEENTH CORNER OF SECTIONS 14 & 15; T. 18 S., R. 13 E.; 5/8" REBAR WITH 2" ALUMINUM CAP, 1.4' AGL CSO4291 146+61.60 151.74' L 216 221 368738.00 3335494.68 SOUTHEAST ONE -SIXTEENTH SECTION CORNER OF SECTION 15; T. 18 S., R. 13 E.; 5/8" REBAR WITH 2" ALUMINUM CAP, 0.3' AGL CSO4291 133+91.40 30.00' R 221 225 368733.88 3334163.33 CENTER SOUTH ONE -SIXTEENTH SECTION CORNER OF SECTION 15; T. 18 S., R. 13 E.; 5/8" REBAR WITH 2" ALUMINUM CAP, 0.1' AGL CSO4291 120+60.05 29.29' R 225 252 367411.98 3326230.50 18131600 367412.06 3326230.52 CORNER OF SECTIONS 16, 17, 20 & 21; T. 18 S., R. 13 E.; 1-1/2" IRON PIPE WITH 2" BRASS CAP, 0.4' AGL CSO4301 36+75.75 114.51' R 252 253 367410.33 3328865.88 18131604 367410.31 3328865.83 QUARTER SECTION CORNER OF SECTIONS 16 & 21; T. 18 S., R. 13 E.; 2-1/2" IRON PIPE WITH 3-1/4" ALUMINUM CAP, 0.5' BGL OCRR 1089 62+88.31 HELD 253 259 367419.27 3336817.11 18131400 367419.25 3336817.01 CORNER OF SECTIONS 14, 15, 22 & 23; T. 18 S., R. 13 E.; 5/8" REBAR WITH 3-1/4" ALUMINUM CAP, 0.2' AGL CSO4291 259 260 367405.56 3334149.73 QUARTER SECTION CORNER OF SECTIONS 15 & 22; T. 18 S., R. 13 E.; 5/8" REBAR WITH 3-1/4" ALUMINUM CAP, 0.2' BGL CSO4291 260 261 367407.85 3331500.69 18131500 367407.83 3331500.75 CORNER OF SECTIONS 15, 16, 21 & 22; T. 18 S., R. 13 E.; 5/8" REBAR IN MONUMENT CASE, 0.5' BGL OCRR 967 89+23.12 HELD 261 262 370054.27 3331515.10 QUARTER SECTION CORNER OF SECTIONS 15 & 16; T. 18 S., R. 13 E.; 5/8" REBAR WITH 3-1/4" ALUMINUM CAP, 0.3' BGL OCRR 968 262 263 370065.67 3336835.27 QUARTER SECTION CORNER OF SECTIONS 14 & 15; T. 18 S., R. 13 E.; 2-3/8" SS POST WITH 3-1/4" BRASS CAP, 0.2' AGL OCRR 2024 263 264 372702.90 3334203.32 QUARTER SECTION CORNER OF SECTIONS 10 & 15; T. 18 S., R. 13 E.; 5/8" REBAR, 0.8' AGL UNKNOWN 264 265 367436.85 3323625.46 QUARTER SECTION CORNER OF SECTIONS 17 & 20; T. 18 S., R. 13 E.; 5/8" REBAR WITH 3-1/4" ALUMINUM CAP "ILLEGIBLE", 0.2' BGL OCRR 956 10+00.00 HELD 265 266 367424.44 3324927.78 EAST ONE -SIXTEENTH CORNER OF SECTIONS 17 & 20; T. 18 S., R. 13 E.; RAILROAD SPIKE WITH PUNCH, 0.6' BGL CSO4307 23+02.38 0.00, 266 274 368733.42 3326247.14 SOUTH ONE -SIXTEENTH CORNER OF SECTIONS 16 & 17; T. 18 S., R. 13 E.; 5/8" REBAR, 0.4' BGL CS06120 274 275 368732.63 3328877.61 CENTER SOUTH ONE -SIXTEENTH CORNER OF SECTION 16; T. 18 S., R. 13 E.; 2-1/2" IRON PIPE WITH 2-1/2" BRASS CAP, 1.0' AGL 4-J ESTATES 275 276 368082.62 3324935.52 CENTER SOUTH SOUTHEAST ONE -SIXTY FOURTH CORNER OF SECTION 17; T. 18 S., R. 13 E.; 1/2" REBAR 0.2' AGL CS06120 276 277 364747.79 3323583.89 CENTER QUARTER SECTION CORNER OF SECTION 20; T. 18 S., R. 13 E.; 5/8" REBAR WITH YELLOW PLASTIC CAP "ILLEGIBLE", 0.1' BGL PP 1995-12 277 279 367752.72 3324931.77 CENTER SOUTH SOUTH SOUTHEAST ONE-TWO HUNDRED FIFTY SIXTH CORNER OF SECTION 17; T. 18 S., R. 13 E.; 1/2" REBAR 0.2' BGL CS06120 279 280 362110.46 3328852.42 QUARTER SECTION CORNER OF SECTIONS 21 & 28; T. 18 S., R. 13 E.; 5/8" REBAR WITH 3-1/4"ALUMINUM CAP, FLUSH OCRR 1246 1280 283 366102.61 3331537.47 NORTH ONE -SIXTEENTH CORNER OF SECTIONS 21 & 22; T. 18 S., R. 13 E.; 5/8" REBAR, 0.4' BGL I CONESTOGA HILLS 1 ST ADDITION 1 283 DESCHUTES COUNTY SURVEYOR FILED /� 15 2bzo BY: D'ylkaiLlal lZ.S•Zo REGISTERED PROFESSIONAL LAND SURVEYOR IT qzL OREGON SEPTEMBER 17, 2018 BENJAMIN J. HRON 92723 EXPIRES: 6/30/2021 4 NAO k CIVIL ENGINEERING I SURVEYING I PLANNING 62930 O.B. RILEY ROAD. STE. 100, BEND, OR 97703 PH: (541)389-9351 1 FAX: (541)388-5416 WEB: WWW.HWA-INC.ORG SHEET 2 OF 14 :\Land Projects\200607-Rickard Road\dwg\SURVEY\200607-ROS.dwg Dec 08, 2020 - 1:34pm � CS 203s7 CONTROL. RECOVERY & RETRACEMENT MAP RICKARD ROAD: GROFF ROAD TO U.S. HIGHWAY 20 IMPROVEMENTS LOCATED IN SECTIONS 13, 14, 15, 16, 17, 20, 21, 22, 23 & 24 OF TOWNSHIP 18 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON DECEMBER 8, 2020 I I SECTION 15 I I I I i ( SECTION 17 I SECTION 16 i SECTION 14 I SECTION 13 I I I19 21 CENTRAL OREGON HIGHWAY 18 (U.S. H/GHWAY20) 20 22 23 24 RICKARD ROAD I JENNINGS I R/CKARD ROAD GRDAD I ROAD WARD ROAD i 17 i ILC � 7 11 13 15 26 27 28 ci:) 4 0 CD ® 10 12 14 16 --- --- -__- 25 i I i I GROFFROAD I I i i ( BOZEMAN TRAIL I SECTION 20 SECTION i 21 SECTION 22 SECTION 23 SECTION 24 i I I � I SET SURVEY CONTROL STATIONS ID NORTHING EASTING DESCRIPTION STATION OFFSET 1 367396.95 3323601.28 1-1/8" COPPER PLUG IN DRILL HOLE IN CONCRETE "HWA CONTROL" NIA N/A 2 367453.04 3324224.17 5/8" REBAR WITH ORANGE PLASTIC CAP "HWA CONTROL" 15+98.53 12.90 L 3 1 367400.66 3324820.07 5/8" REBAR WITH ORANGE PLASTIC CAP "HWA CONTROL" 21+94.90 24.79 R 4 367395.09 3325528.03 5/8" REBAR WITH ORANGE PLASTIC CAP "HWA CONTROL" 28+98.82 30.71 R 5 367591.37 3326074.16 5/8" REBAR WITH ORANGE PLASTIC CAP "HWA CONTROL" 34+70.02 28.71 L 6 367383.42 3326510.93 5/8" REBAR WITH ORANGE PLASTIC CAP "HWA CONTROL" 39+40.58 41.53 R 7 367441.85 3326995.01 1-1/8" COPPER PLUG IN DRILL HOLE IN CONCRETE "HWA CONTROL" 44+17.42 30.35 L 8 367380.70 3327519.83 5/8" REBAR WITH ORANGE PLASTIC CAP "HWA CONTROL" 49+42.28 30.47 R 9 367437.70 3328143.81 5/8" REBAR WITH ORANGE PLASTIC CAP "HWA CONTROL" 55+66.22 26.92 L 10 367376.34 3328522.32 5/8" REBAR WITH ORANGE PLASTIC CAP "HWA CONTROL" 59+44.77 34.21 R 11 367441.24 3328813.63 1-1/8" COPPER PLUG IN DRILL HOLE IN CONCRETE "HWA CONTROL" 62+36.04 30.88 L 12 367379.62 3329427.96 5/8" REBAR WITH ORANGE PLASTIC CAP "HWA CONTROL" 68+50.42 30.18 R 13 367440.51 3330103.40 5/8" REBAR WITH ORANGE PLASTIC CAP "HWA CONTROL" 75+25.80 31.34 L 14 367374.72 3330733.77 5/8" REBAR WITH ORANGE PLASTIC CAP "HWA CONTROL" 81+56.23 33.85 R 15 367433.50 3331565.47 5/8" REBAR WITH ORANGE PLASTIC CAP "HWA CONTROL" 89+87.88 25.70 L 16 367413.94 3332132.59 5/8" REBAR WITH ORANGE PLASTIC CAP "HWA CONTROL" 95+49.53 35.88 R 17 367778.58 3332744.21 5/8" REBAR WITH ORANGE PLASTIC CAP "HWA CONTROL" 102+53.80 25.06 R 18 368496.41 3333320.76 5/8" REBAR WITH ORANGE PLASTIC CAP "HWA CONTROL" 111+68.50 36.03 L 19 368797.01 3333971.35 5/8" REBAR WITH ORANGE PLASTIC CAP "HWA CONTROL" 118+72.66 41.74 L 20 368726.91 3334925.77 5/8" REBAR WITH ORANGE PLASTIC CAP "HWA CONTROL" 128+22.46 39.02 R 21 368799.42 3335920.12 5/8" REBAR WITH ORANGE PLASTIC CAP "HWA CONTROL" 138+17.06 29.87 L 22 368723.48 3336415.48 5/8" REBAR WITH ORANGE PLASTIC CAP "HWA CONTROL" 143+19.21 38.85 R 23 368433.86 3337131.64 5/8" REBAR WITH ORANGE PLASTIC CAP "HWA CONTROL" 151+05.01 29.45 R 24 368344.29 3338272.15 5/8" REBAR WITH ORANGE PLASTIC CAP "HWA CONTROL" 162+39.81 37.90 L 25 367469.83 3339217.70 5/8" REBAR WITH ORANGE PLASTIC CAP "HWA CONTROL" 175+11.43 34.53 R 26 367393.04 3340434.23 518" REBAR WITH ORANGE PLASTIC CAP "HWA CONTROL" 187+25.01 26.76 R 27 367395.54 3341536.27 5/8" REBAR WITH ORANGE PLASTIC CAP "HWA CONTROL" 198+27.06 24.46 R 28 367398.02 3342190.81 5/8" REBAR WITH ORANGE PLASTIC CAP "HWA CONTROL" N/A N/A LEGEND SECTION LINE SUBDIVISION OF SECTION LINE 0 SET SURVEY CONTROL STATION ID IDENTIFIER (ID) ELHUTES COUNTY SURi/EYOR D 1z /Sl2o2o BY: DuUkglb?�Q (1) NORTH 010 50 100 150 200 300 SCALE: 1" = 100' lZ•o•Zo REGISTERED PROFESSIONAL LAND SURVEYOR q OREGON SEPTEMBER 17, 2018 BENJAMIN J. HRON 92723 EXPIRES: 6/30/2021 CIVIL ENGINEERING I SURVEYING I PLANNING 62930 O.B. RILEY ROAD. STE. 100. BEND. OR 97703 PH: (541)389-9351 1 FAX: (541)388-5416 WEB: WWW.HWA-INC.ORG SHEET 3 OF 14 S:\Land Projects\200607-Rickard Road\dwg\SURVEY\200607-ROS.dwg Dec 08, 2020 - 1:3 20397 11.26'(R6,H) I 18.76'(R6,H) 40.02'(R6,H) I i l 30' 40' I I I I co _^ o' in iff) I ,0- rr 00 CLOO (uo) .� ww IMF o coo ;- N N w 00 ZZ oI MI 0 O Q z10 o � 0 co W co Z w U) � 0 N) 0 d- M z 1� 30' 1 40', OCRR 956 265 0' 130' � w C 1-00 0' 30' 277 CONTROL, RECOVERY & RETRACEMENT MAP I RICKARD ROAD: GROFF ROAD TO U.S. HIGHWAY 20 IMPROVEMENTS S89'40'22"E 1315.08'(R6) LOCATED IN SECTIONS 13, 14, 15, 16, 17, 20, 21, 22, 23 & 24 OF TOWNSHIP 18 SOUTH, RANGE 13 EAST, S89.48'48"E 1314.82' WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON 1244.78' 027s cssE vs4 DECEMBER 8, 2020 1245.02'(R6) I TL 181317DO01000 PARCEL 1 MINOR LAND PARTITION MP-85-4 STATUTORY BARGAIN AND SALE DEED 2019-30236 -PRIVATE- 265 10+00.00 BEGIN R/W CENTERLINE RICKARD ROAD TL 181317D000900 PARCEL 2 MINOR LAND PARTITION MP-85-4 STATUTORY WARRANTY DEED 2020-1054 —PRIVATE- EXCEPTION FOR 'ROADWAYPURPOSES" WITHIN VESTING DEED 2020-1054 / MONUMENTED LINE PER (R6) MONUMENTED LINE PER (R6) if 19+00 22+00- SECT/ON 17�- — _ , 651.19' 651.28'(R9) RICKARD ROAD €S89'27'11 "Ej 651.19' 651.25'(R9) SECTION20 �— — �— — -- — +-. 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 S89'27'11 "E 1803.76' 21 +00 M S89'06'05"W 1803.76'(R10) 1361.850 TL1813200000100 STATUTORY WARRANTY DEED 2019-12376 -PRIVATE- RIGHT OF WAY(R/W) - NARRATIVE [R/W 15] (R#)=RECORD SURVEYREFERENCE,• (###)=RECOVERED MONUMENTID; (R/W#) R/WESTABLISHMENTDOCUMENT GOSNEYROAD - SECTION 17.• SHEET 4 THE WESTERLY 60.00 FEET OF THIS RM WAS ORIGINALLY ESTABLISHED BY CROOK COUNTY COMMISSIONER'S JOURNAL 5 AT PAGE 103 (R/W 17), THE EASTERLY 10.00 FEET OF THIS R/W WAS DEDICATED BY TWO DECLARATION OF DEDICATION DOCUMENTS RECORDED IN VOLUME 122 AT PAGE 235 (R/W 5) AND VOLUME 122 AT PAGE 237 (R/W 6). THESE DEDICATIONS WERE ALSO ACCEPTED BY THE DESCHUTES COUNTY COMMISSIONERS. THE R/W WIDTH OF GOSNEY ROAD WITHIN SECTION 17, REPORTED THIS SURVEY IS 70.00 FEET. I ESTABLISHED THE CENTERLINE THAT WAS BASED ON MINOR LAND PARTITION MP-85-4 (R6), SPECIFICALLY ON A LINE BETWEEN THE QUARTER SECTION CORNER OF SECTIONS 17 & 20 TO THE SOUTH AND A COMPUTED POSITION ALONG THE NORTH LINE OF PARCEL 1, SAID MP-85-6 WHICH IS 18.76 FEET EASTERLY FROM THE CENTER -SOUTH -SOUTH ONE -SIXTY FOURTH CORNER OF SECTION 17. GOSNEYROAD - SECTION20.- SHEET 4 THIS R/W WAS ORIGINALLY ESTABLISHED BY CROOK COUNTY COMMISSIONER'S JOURNAL 5 AT PAGE 103 (R/W 17). THE R/W WIDTH OF GOSNEY ROAD WITHIN SECTION 20 REPORTED THIS SURVEY IS 60.00 FEET. I ESTABLISHED THE CENTERLINE BY HOLDING THE CENTER -SECTION LINE BETWEEN THE QUARTER SECTION CORNER OF SECTIONS 17 & 20 (265) AND THE CENTER QUARTER CORNER OF SECTION 20 (277). RICKARD ROAD - SECTIONS 16, 17, 20, & 21 BETWEEN STA TIONS 10-0100. 00 AND 40+68.37.- SHEETS 4-5 THIS R/W WAS ORIGINALLY ESTABLISHED BY DESCHUTES COUNTY COMMISSIONER'S JOURNAL 1 AT PAGE 294, "GROFF ROAD", (R/W 2), 40.00 FEET WIDE, FOLLOWED BY VARIOUS FEE ESTATES: BARGAIN & SALE DEED (TL181317D000800), RECORDED IN VOLUME 304 AT PAGE 46 (R/W 4), NOT ACCEPTED BY THE DESCHUTES COUNTY COMMISSIONERS AND AN ADDITIONAL 10.00 FOOT STRIP PER DEED OF DEDICATION (TL1813200000100 & TL1813200000102) RECORDED AS INSTRUMENT NO. 2011-23066 (R/W 15), BARGAIN & SALE DEED, RECORDED IN VOLUME 304 AT PAGE 46 (R/W 4) AND FURTHER DEDICATED BY THE PLAT OF 1880 RANCH (R5), NOT ACCEPTED BY COUNTY COMMISSIONERS, ALSO SEE BUREAU OF LAND MANAGEMENT AMENDED RIGHT OF WAY GRANT OR 44776 (R/W 13) FOR TL1813000004000, WHICH EXPIRES ON DECEMBER 16, 2020. THE RAN WIDTH OF THIS PORTION OF RICKARD ROAD REPORTED THIS SURVEY IS 50.00 FEET AND 60.00 FEET. I ESTABLISHED THE CENTERLINE ALONG THE LINE BETWEEN SECTIONS 17 & 20 BETWEEN THE QUARTER SECTION CORNER OF SECTIONS 17 & 20 (265) AND THE CORNER OF SECTIONS 16, 17, 20 & 21 (252), AND BY HOLDING THE RECORD DISTANCE OF 1803.76 FEET AS REPORTED HEREON. DUE TO LACK OF MONUMENTATION, I ESTABLISHED CURVES 1-5 BY COMPUTING TANGENT CURVES, HOLDING RECORD RADIUS. I HELD MONUMENT ID (249) ALONG THE NORTHERLY R/W TO END CURVE 5, AT A COURSE MEASURED AT A RIGHT ANGLE TO THE LINE BETWEEN SECTIONS 16 & 21. DESCHUTES COUNTY SURVEYOR FILED I � � 5 /�ozo BY: p unka,1 \Land Pro jects\200607—Rickard Road\dwg\SURVEY\200607—ROS.dwg Dec 08, 2020 — 1: 3 I FnFNn 0 ID 0 0 0 (R) (H) OCRR # €N00'35'08"Ej 20+00 755 SECTION LINE (SEE SHEET 1) SUBDIVISION OF SECTION LINE (SEE SHEET 1) RIGHT OF WAY CENTERLINE RIGHT OF WAY PROPERTY LINE (FOR INFORMATIONAL PURPOSES) SURVEY TIE/INFORMATIONAL LINE EASEMENT OF RECORD AS NOTED I I I I I I I I I 1 CSSSE 279 11256 I 30' 30' I 1 I M� 00 00 NNI 04 n TL 181317D000800 00 0c) WARRANTY DEED N `t�l 2017-33594 -PRIVATE- 00 PUBLIC ROAD &RMEASEMENT [R/W 4] I VOLUME 190, PAGE859 I 30' 1 30-1 255 28+00 1 ^ 27+00 30.00'� / — 24 00 — 501.38'- 266 E.1116 25+00 26+00 23+02.38 E. 1/16 257 RECOVERED QUARTER SECTION CORNER/CENTER QUARTER SECTION CORNER (REPORTED ON SHEET 2) RECOVERED SUBDIVISION OF SECTION CORNER (REPORTED ON SHEET 2) RECOVERED MONUMENT AS DESCRIBED IDENTIFIER (ID) SEARCHED FOR MONUMENT OF RECORD, NOTHING FOUND OR SET COMPUTED OR DIMENSIONED POSITION, NOTHING FOUND OR SET SET CONTROL STATION (REPORTED ON SHEET 3) RECORD BEARING/DISTANCE PER REFERENCES (REPORTED ON SHEET 2) HELD RECORD BEARING/DISTANCE PER REFERENCES (REPORTED ON SHEET 2) OREGON CORNER RESTORATION RECORD SECTION/SUBDIVISION OF SECTION LABEL, SEE SHEET 1 FOR FULL COURSE RECOVERED MONUMENTS ID NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET 255 367454.10 3324958.26 5/8" REBAR, 0.2' AGL (R6) MP-85-4, CSO4307 23+32.58 29.98' L 256 367455.29 3324898.37 5/8" REBAR, 0.2' BGL (R6) MP-854, CSO4307 22+72.68 30.59' L 257 367393.54 1 3325016.78 1 5/8" REBAR, 0.4' AGL, POE (R6) MP-854, CSO4307 23+91.68 30.03' R 278 368086.91 3323620.70 1 5/8" REBAR WITH YPC "OMAN PLS 702", 0.1' AGL (R6) MP-85-4, CSO4307 AGL = ABOVE GROUND LEVEL; POE = POINT OF ENTRY,• YPC = YELLOW PLASTIC CAP 0 cM 28+03.76 PC LwJ TL1813200000102 WARRANTY DEED 2003-37996 ' —PRIVATE— [R/W 15] 010 50 100 150 200 300 SCALE: 1" = 100' t2• C> • Zo REGISTERED PROFESSIONAL LAND SURVEYOR c 9 OREGON SEPTEMBER 17, 2018 BENJAMIN J. HRON 92723 EXPIRES: 6/30/2021 4 NAO k CIVIL ENGINEERING I SURVEYING I PLANNING 62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703 PH: (541)389-9351 1 FAX: (541)388-5416 WEB: WWW.HWA-INC.ORG SHEET 4 OF 14 CONTROL, RECOVERY & RETRACEMENT MAP RICKARD ROAD: GROFF ROAD TO U.S. HIGHWAY 20 IMPROVEMENTS LOCATED IN SECTIONS 13, 14, 15, 16, 17, 20, 21, 22, 23 & 24 OF TOWNSHIP 18 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON DECEMBER 8, 2020 nFTAII r. Jl/1LC. I -JV 28+00 E. 11161 28+03.76 PC Zg+00 EE 1/64 Q � ► S89°26'45"E rl 302.67'(R20) 266 _ �-�€S89'27'11 "E 302.78' 500.99' t 150.40' 51.53' M I A 6.40' c . M - 651.39' ...................... . ED 1A r N 00'3T15"E S89'27'11 "E 32.93' S89027'11" E 150.33' TL1813200000102 WARRANTY DEED 2003-37996. -PRIVATE- [(R/W 15] RIGHT OF WAY(R/W) - NARRATIVE RICKARD ROAD - SEE NARRATIVE, SHEET 4 CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD Cl 320.38' 664.00' 27'38'42" 163.37' N76'4328"E 317.28" C1(R10) 320.42' 664.00' 2738'56" 163.39' C1 A 33.23' 694.00' 2'44'36" 16.62' N79'26'13"E 33.23' C1 B 53.62' 694.00' 4'25'36" 26.82' N75'51'08"E 53.60' C2 623.97' 650.00' 55600'04" 338.38' S89'35'51"E 600.2V C2(R10) 624.11' 650.00' 55'00'50" 338.47' C3 508.62' 650.00' 44'49'59" 268.13' N85'19'06"E 495.74' C4 115.35' 650.00' 10*10'05" 57.83' S67'10'52"E 115.20' C5 320.26' 658.47' 27'52'02" 163.36' S76'01'50"E 317.11' C5(R10) 320.28' 658.47' 27°52'08" 163.37' C5(R5) 320.22' 658.46' 27'51'49" v 30.00' S17 ;212 6 599.84' V ....... -�--� S20 651.381 ................ S21 654.98'(R18) 8 24'> TL 1813200000103 254 STATUTORY WARRANTY DEED 1.76'3 T HELDFORN--S 2016-37928 LINE ONLY -PRIVATE - RECOVERED MONUMENTS ID NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET 249 367441.80 3326645.96 5/8" REBAR, 0.4 BGL (R5) 1880 RANCH 40+68.37 30.08' L 250 367514.91 3326352.37 5/8" REBAR, 0.1 BGL, POE (R5) 1880 RANCH 37+48.16 30.16' L 251 367501.62 3326231.69 5/8" REBAR, FLUSH (R5) 1880 RANCH 36+42.43 29.88' R 254 367389.96 3325578.83 5/8" REBAR, FLUSH UNKNOWN 29+45.43 44.30' R BGL = BELOW GROUND LEVEL; POE = POINT OF ENTRY DESCHUTES COUNTY SURVEYOR FILED Ia11S 2020 BY: Dunkcl I 274 S.1/16 r-. LoLo r _: N N to M III I a) o r � 1-0 b f-- O O L0 Z Z DETAIL D SCALE: 1 "=50' 1� M 36+32.75 :U-) u`) �Ir N 251 I r- u) N N TL 181317D000800 r' to WARRANTY DEED 2017-33594 -PRIVATE- [R/W 4] SEE DETAIL D 34+00 35f-6161 TL1813160003100 C3 - 36-IL00 LOT 1, BLOCK 2 C2 , 1880 RANCH 32k00 33+00 f 4 3j -PRIVATE- 31+00 � t` 250 37+48.11 PRC 28+03.76 PC � 251 �, ' �� .� C `p. ►ii n Lo , _ 38xO0 30+00 a; a; 249 C= 000, - __---------29+00--------- `� Co `' 00 3g '`p0 C5 w M , _ €S89'27'11 "E S 17 S 16 €S89°57'S1 "E� 4Of o0 0 41+00 i ` M 254, ' S20 252 214.43' 214.42'(R10) 201.02'(R10,C) 0 o '� `Y' _----= S21 SEE DETAIL C I 40+68.37 PT TL1813200000102 I I WARRANTY DEED 2003-37996 -PRIVATE- TL 1813200000103 TL 1813000004000 [R/W 15] BARGAIN AND SALE DEED -USA- STATUTORY FORM [R/W 13] 2020-39955 I-PRIVATE- I Fr,I=nln SECTION LINE (SEE SHEET 1) SUBDIVISION OF SECTION LINE (SEE SHEET 1) RIGHT OF WAY CENTERLINE RIGHT OF WAY PROPERTY LINE (FOR INFORMATIONAL PURPOSES) --------------- SURVEY TIE/INFORMATIONALLINE RECOVERED SECTION CORNER (REPORTED ON SHEET 2) 0 RECOVERED SUBDIVISION OF SECTION CORNER (REPORTED ON SHEET 2) • RECOVERED MONUMENT AS DESCRIBED ID IDENTIFIER (ID) 0 SEARCHED FOR MONUMENT OF RECORD, NOTHING FOUND OR SET O COMPUTED OR DIMENSIONED POSITION, NOTHING FOUND OR SET 0 SET CONTROL STATION (REPORTED ON SHEET 3) (R) RECORD BEARING/DISTANCE PER REFERENCES (REPORTED ON SHEET 2) (C) CALCULATED THIS SURVEY C# CURVE NUMBER, SEE TABLE �N00'35'08"E� SECTION/SUBDIVISION OF SECTION LABEL, SEE SHEET 1 FOR FULL COURSE 010 50 100 150 200 300 SCALE: 1" = 100' kz- S. Zo REGISTERED PROFESSIONAL LAND SURVEYOR FW -AJwM vqfwm� EXPIRES: 6/30/2021 14 NN k CIVIL ENGINEERING I SURVEYING I PLANNING 62930 O.B. RILEY ROAD. STE. 100, BEND, OR 97703 PH: (541)389-9351 1 FAX: (541)388-5416 WEB: WWW.HWA-INC.ORG SHEET 5 OF 14 : \Land Projects\200607-Rickard Road\dwg\SURVEY\200607-ROS.dwg Dec 08, 2020 - 1: 36pm TL1813160003100 LOT 1, BLOCK 2 1880 RANCH -PRIVATE- 42+ 41 +00 M 0 fM �1 40+68.37 PT 0 60+00 61 +00 oo SECTION 16 1 - 1- SECTION21 RICKARD ROAD luul C1�? 10 TL181J000004000 -USA- [R/W 13] CONTROL, RECOVERY & RETRACEMENT MAP O 272 / Q7 271 10 269 270 30' 30' 326.50'(R5) 43+00 _326.40' €S89'57'51 "El- S89°37'02"E 43+94.77 SEE SHEE Q IW a LL 3: LL o O � I M 62+00 253 1 OCRR "�' 1089 62+88.31 30' 130' LL �WIQ O (1)1w RICKARD ROAD: GROFF ROAD TO U.S. HIGHWAY 20 IMPROVEMENTS LOCATED IN SECTIONS 13, 14, 15, 16, 17, 20, 21, 22, 23 & 24 OF TOWNSHIP 18 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON DECEMBER 8, 2020 %-N00'02'09"E 59.65' _N00'22'58"E 59.32'(R5) 902.55' 46+00 902.19'(R5) +00 LEGEND 0 243 (R) ((� OCRR # Cl) -o- - lM €S89.57'51 "Ej �nnn �-63+00 W SEE SHEET 7 TL1813160003000 LOT 1, BLOCK 1 1880 RANCH -PRI VATE- 248 TL1813160001703 LOT 1 4-J ESTATES SUBDIVISION -PRIVATE - 575.69'(R5) 48+00 49+00 50+00 RICKARD ROAD 576.15' _ SE_CTIO_N 16 47+00 SECTION21�! ��r 51 +00 A s a TL1813000004000 -USA- [R/W 13] SECTION LINE (SEE SHEET 1) SUBDIVISION OF SECTION LINE (SEE SHEET 1) RIGHT OF WAY CENTERLINE RIGHT OF WAY PROPERTY LINE (FOR INFORMATIONAL PURPOSES) SURVEY TIE/INFORMATIONAL LINE RECOVERED QUARTER SECTION CORNER (REPORTED ON SHEET 2) RECOVERED MONUMENT AS DESCRIBED IDENTIFIER (ID) SEARCHED FOR MONUMENT OF RECORD, NOTHING FOUND OR SET COMPUTED OR DIMENSIONED POSITION, NOTHING FOUND OR SET SET CONTROL STATION (REPORTED ON SHEET 3) RECORD BEARING/DISTANCE PER REFERENCES (REPORTED ON SHEET 2) OREGON CORNER RESTORATION RECORD CURVE NUMBER, SEE TABLE SECTION/SUBDIVISION OF SECTION LABEL, SEE SHEET 1 FOR FULL COURSE TL1813160001702 LOT 2 4-J ESTATES SUBDIVISION -PRIVATE- TL1813160001701 LOT 3 4-J ESTATES SUBDIVISION -PRIVATE- 247 (:a:) 246 245 S89°5719 E 1317.60 R7 52+00 53+00 56+00 57+00 58+00 M 59+00 60+00 €S89'S7'S1 "El 1317.39' 54+00 55+00 M RECOVERED MONUMENTS ID NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET 243 367440.97 3328866.57 5/8" REBAR WITH YPC "OMAN PLS 702", 0.2' BGL, POE (R12) PP 1992-2 62+88.97 30.64' L 244 367440.25 3328825.72 5/8" REBAR, 0.1' AGL, POE (R7) 4-J ESTATES 62+48.13 29.90' L 245 367440.88 3328536.90 5/8" REBAR WITH YPC "OMAN PLS 702", 0.2' BGL (R7) 4-J ESTATES 59+59.31 30.34' L 246 367440.82 3328207.37 5/8" REBAR WITH YPC "OMAN PLS 702", 0.1' AGL (R7) 4-J ESTATES 56+29.78 30.07' L 247 367441.06 3327877.88 5/8" REBAR WITH YPC "OMAN PLS 702", 0.1' AGL (R7) 4-J ESTATES 53+00.29 30.1 V L 248 367441.33 3327548.51 5/8" REBAR, 0.6' AGL (R5) 1880 ESTATES 49+70.92 30.18' L 269 367471.22 3327002.46 5/8" REBAR, 0.2' BGL (R5) 1880 ESTATES 44+24.85 59.72' L 270 367471.11 3326942.29 5/8" REBAR, 0.2' BGL (R5) 1880 ESTATES 43+64.68 59.57' L 271 367679.83 1 3326986.12 5/8" REBAR, 0.2 BGL, POE (R5) 1880 ESTATES 2721 367694.71 1 3326992.13 1/2" REBAR, 0.4' AGL (R5) 1880 ESTATES RIGHT OF WAY(R/W) - NARRATIVE (R#)=RECORD SURVEYREFERENCE,• (###)=RECOVERED MONUMENT/D, (RM#) RMESTABL/SHMENTDOCUMENT JENNINGS ROAD - SHEET 6 THE R/W WIDTH OF JENNINGS ROAD IS 60.00 FEET AND WAS DEDICATED BY THE PLAT OF 1880 RANCH (R5). GROFF ROAD - SHEETS 6-7 SEE NARRATIVE, SHEET 7. AGL = ABOVE GROUND LEVEL; BGL = BELOW GROUND LEVEL; POE = POINT OF ENTRY; YPC = YELLOW PLASTIC CAP CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD C6 202.47' 500.00' 23*12'05" 102.64' N11'38'12"E 201.09' C6(R5) 202.47' 500.00' 23-12'03" DESCHUTES COUNTY SURVEYOR FILED Il l5 2020 gy; Dun FILEDkel RICMRD ROAD - SECTIONS 16 & 21, BETWEEN STATIONS 40+68.37AND 62+88.31: SHEETS 6-7 THIS R/W WAS ORIGINALLY ESTABLISHED BY DESCHUTES COUNTY COMMISSIONER'S JOURNAL 1 AT PAGE 294, "GROFF ROAD", (R/W 2), 40.00 FEET WIDE TOTAL, AND BY VARIOUS FEE ESTATES: THE PLAT OF 1880 RANCH (R5), 30.00 FEET WIDE FROM CENTERLINE, ALSO BY THE PLAT OF 4-J ESTATES SUBDIVISION (R7), 30.00 FEET WIDE FROM CENTERLINE, ALSO SEE BUREAU OF LAND MANAGEMENT AMENDED RIGHT OF WAY GRANT OR 44776 (R/W 13) FOR TL1813000004000, WHICH EXPIRES ON DECEMBER 16, 2020. THE TOTAL R/W WIDTH OF THIS PORTION OF RICKARD ROAD REPORTED THIS SURVEY IS 60.00 FEET. I ESTABLISHED THE CENTERLINE ALONG THE THE LINE BETWEEN SECTIONS 16 & 21, BETWEEN THE CORNER OF SECTIONS 16, 17, 20 & 22 (252) AND THE QUARTER SECTION CORNER OF SECTIONS 16 & 21 (253) win 010 50 100 150 200 300 SCALE: 1" = 100' s s FREGISTERED PROFESSIONAL ND SURVEYOR o. OREGON SEPTEMBER 17, 2018 BENJAMIN J. HRON 92723 EXPIRES: 6/30/2021 IN! ILFIIJ 14NA00k CIVIL ENGINEERING ( SURVEYING I PLANNING 62930 O.B. RILEY ROAD. STE. 100, BEND, OR 97703 PH: (541)389-9351 1 FAX: (541)388-5416 WEB: WWW.HWA-INC.ORG SHEET 6 OF 14 Land Projects\200607-Rickard Road\dwg\SURVEY\200607-ROS.dwg Dec 08, 2020 - 1:36pm AlBudibl 203s7 w 00 0 0 z CS 1116 275 Ll- "'_13.90 (R12,H) N tY I "K) N N r� M wW O M ;'7 M 00 z z N �- CV C- i N_ N N W W � � N ICO 0 N N o O w 00 N z z I -to M N C� N it 0 QIw o LL U- o Ocr- 0 I n X SJ0 N o 24D4- W o OCRR I `"' 1089 253 M �62 .00 30 30' W 62+88.31 LL L0 o o I d- o oQ oU) oD I M r I ~ rn 00 rn Cii Ma) N N L0 ul W W a L �- 00 o 00 zz -19.80'(R12,H) 30.00 30.00'L12) -63+00 280 OCRR 1246 SECTION 28 LEGEND 0 • ID 0 A (R) (H) OCRR # IS86-56'46"El 64+00 CONTROL, RECOVERY & RETRACEMENT MAP RICKARD ROAD: GROFF ROAD TO U.S. HIGHWAY 20 IMPROVEMENTS LOCATED IN SECTIONS 13, 14, 15, 16, 17, 20, 21, 22, 23 & 24 OF TOWNSHIP 18 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON DECEMBER 8, 2020 SECTION LINE (SEE SHEET 1) SUBDIVISION OF SECTION LINE (SEE SHEET 1) RIGHT OF WAY CENTERLINE RIGHT OF WAY PROPERTY LINE (FOR INFORMATIONAL PURPOSES) SURVEY TIE/INFORMATIONAL LINE EASEMENT OF RECORD AS NOTED RECOVERED QUARTER SECTION CORNER (REPORTED ON SHEET 2) RECOVERED SUBDIVISION OF SECTION CORNER (REPORTED ON SHEET 2) RECOVERED MONUMENT AS DESCRIBED IDENTIFIER (ID) SEARCHED FOR MONUMENT OF RECORD, NOTHING FOUND OR SET SET CONTROL STATION (REPORTED ON SHEET 3) RECORD BEARING/DISTANCE PER REFERENCES (REPORTED ON SHEET 2) HELD RECORD BEARING/DISTANCE PER REFERENCES (REPORTED ON SHEET 2) OREGON CORNER RESTORATION RECORD SECTION/SUBDIVISION OF SECTION LABEL, SEE SHEET 1 FOR FULL COURSE RIGHT OF WAY(R/W) - NARRATIVE (R#)=RECORD SURVEYREFERENCE, (###)=RECOVERED MONUMENTED; (R/W#) R/WESTABL/SHMENTDOCUMENT DESCHUTES COUNTY SURVEYOR FILED /2 /5 zflzo BY: Dvnkel GROFF ROAD - SECT/ON 16.- SHEETS 6-7. THIS R/W WAS ORIGINALLY ESTABLISHED BY DESCHUTES COUNTY COMMISSIONER'S JOURNAL 1 AT PAGE 375, "ARTHUR WARD ROAD", (R/W 19), 40.00 FEET WIDE, AND BY THE PLAT OF 4-J ESTATES (R7) AS TO THAT PORTION LYING WITHIN THE SE1/4 SW1/4 OF SECTION 16, AND ALSO BY PARTITION PLAT NO. 1992-02 (R12) AS TO THAT PORTION LYING WITHIN THE W1/2 SW1/4 SE1/4 OF SECTION 16. THE TOTAL R/W WIDTH OF THIS PORTION OF GROFF ROAD REPORTED THIS SURVEY IS 60.00 FEET. I ESTABLISHED THE EASTERLY LINE BY UTILIZING THE TIES PER PARTITION PLAT NO. 1992-02 (R12) TO THE MONUMENTED CENTER OF SECTION LINE BETWEEN THE QUARTER SECTION CORNER OF SECTIONS 16 & 21 (253) AND THE CENTER -SOUTH ONE SIXTEENTH CORNER OF SECTION 16 (275). 1 THEN OFFSET THIS EAST R/W LINE 60.00' WESTERLY TO ESTABLISH THE WESTERLY LINE. THIS METHOD AGREES WITH THE FOUND MONUMENT AT THE SOUTHEAST CORNER OF 4-J ESTATES SUBDIVISION (R7), (244). GROFF ROAD - SEC T/ON21. SHEETS 6-7 THIS R/W WAS ORIGINALLY ESTABLISHED BY DESCHUTES COUNTY COMMISSIONER'S JOURNAL 1 AT PAGE 294, "GROFF ROAD", (R/W 2), 40.00 FEET WIDE, ALSO SEE BUREAU OF LAND MANAGEMENT RIGHT OF WAY GRANT OR 51362 (R/W 14), WHICH GRANTED 60.00 FEET TOTAL WIDTH. THE TOTAL R/W WIDTH OF THIS PORTION OF GROFF ROAD REPORTED THIS SURVEY IS 60.00 FEET. I ESTABLISHED THE CENTERLINE ALONG THE MONUMENTED CENTER OF SECTION LINE, BETWEEN THE QUARTER SECTION CORNER OF SECTIONS 16 & 21 (253) AND THE QUARTER SECTION CORNER OF SECTIONS 21 & 28 (280) FOR I WAS UNABLE TO RECOVER ANY OTHER GOVERNMENT CORNER MONUMENT BETWEEN. NEERER ROAD - SHEET 7 THE WESTERLY 30.00 FEET OF THIS R/W WAS DEDICATED BY PARTITION PLAT NO. 1992-02 (1312), THE EASTERLY 25.00 FEET OF THIS R/W IS AN EASEMENT GRANTED FOR PUBLIC ROADWAY PURPOSES PER WARRANTY DEED, VOLUME 146 AT PAGE 412. THE TOTAL R/W WIDTH OF THAT PORTION OF NEERER ROAD REPORTED THIS SURVEY IS 55.00 FEET. I HAVE APPROXIMATELY REPORTED THIS R/W, ADDITIONAL RETRACEMENT IS NECESSARY TO FULLY DEPICT THE R/W AND IS OUTSIDE THE SCOPE OF THIS SURVEY. RICKARD ROAD - SE114 SECT/ON 16 & NE114 SECT/ON21, BETWEEN STATIONS 62+88.31 AND 89+23.12.- SHEETS 7-8 THIS R/W WAS ESTABLISHED BY ORDER NO. 97-079 (RM 16), 60.00 FEET WIDE, THIS ORDER ALSO VACATED PORTIONS OF THE ORIGINAL ST. CLAIR ROAD, ESTABLISHED IN 1922 BY DESCHUTES COUNTY COMMISSIONER'S JOURNAL 1 AT PAGE 455, "ST. CLAIR ROAD", 60.00 FEET WIDE; DECLARATION OF DEDICATION (TL1813160001900), RECORDED IN VOLUME 186 AT PAGE 2971 (R/W 7); DECLARATION OF DEDICATION (TL1813160002200 & TL1813160002201), RECORDED IN VOLUME 186 AT PAGE 2973 (R/W 8); DECLARATION OF DEDICATION (TL1813160002000), RECORDED IN VOLUME 186 AT PAGE 2975 (R/W 9) AND DECLARATION OF DEDICATION (TL1813160001800), RECORDED IN VOLUME 186 AT PAGE 2977 (R/W 10); DEED OF DEDICATION (TL1813160002101 & TL1813160002100), RECORDED IN VOLUME 223 AT PAGE 561 (R/W 20), ALSO SEE BUREAU OF LAND MANAGEMENT RIGHT OF WAY GRANT OR 51362 (R/W 14) FOR TL1813000004000.THE TOTAL R/W WIDTH OF THIS PORTION OF RICKARD ROAD REPORTED THIS SURVEY IS 60.00 FEET. ' TL 1813160001900 TL 1813160001800 0 101 BARGAIN AND SALE DEED PARCEL 1 ( BK.543 PARTITION PLAT NO. 1992-02 -PRIVATE -PRIVATE- c [R/W 7] [R/W 10] WV,-69+5, 25.00'W/DEEASEMENTFORPUBLIC ROADWAYPURPOSES LLIPER WARRANTYDEED zVOL. 146, PG. 412 30,.54 TL1813160002101 PARCEL 1 PARTITION PLAT NO. 1991-02 -PRIVATE- [R/W 20] TL1813160002000 BARGAIN AND SALE DEED BK. 185 PG. 1172 -PRIVATE- [R/W 9] 76+05.71 76 M 65+00 658.73'(R12) 67+00 68+00 69+00 RICKARD ROAD 71+00 72+00 658.73'(R12) 74+00 75+00 658.70 SECTION 16 658.70 — � — — — — — — SECTlON21 M 66+00 ^ WE 1164 70+00 73+00 12 S89'56'46"El 1317.40' S89`56'49"E 1317.46'(R12) TL181J000004000 -USA- [(R/W 14)] RECOVERED MONUMENTS ID NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET 236 367438.48 3330842.18 5/8"REBAR WITH RPC "LS 1020", 0.1' BGL (R11) PP 1991-2 82+64.58 30.00' L 241 367439.01 3330183.70 5/8" REBAR WITH RPC "LS 1020", 0.8' AGL (R11) PP 1991-2 76+60.10 29.91' L 242 367439.77 3329494.93 5/8" REBAR WITH YPC "OMAN PLS 702", 0.1' AGL (R12) PP 1992-2 69+17.33 30.03' L AGL = ABOVE GROUND LEVEL; BGL = BELOW GROUND LEVEL; RPC = RED PLASTIC CAP; YPC = YELLOW PLASTIC CAP 13 TL1813160002100 PARCEL 2 PARTITION PLAT NO. 1991-02 -PRIVATE- [R/W 20] 241 (R11,H) 77+00 78+00 79+00 608.72'(R11) ' 608.70' - E. 1116 80+00 �trs� 010 50 100 150 200 300 SCALE: 1" = 100' -€S89-56'46"El 658.70-' - - . S89°56'47"E 658.72'(R11) REGISTERED PROFESSIONAL LAND SURVEYOR OREGON SEPTEMBER 17, 2018 BENJAMIN J. HRON 92723 EXPIRES: 6/30/2021 0 Co 0 CM 82+64.42--, 236 I o0 81 +00 82+00 w 14 " EE 1164 4 NAO k CIVIL ENGINEERING I SURVEYING I PLANNING 62930 O.B. RILEY ROAD. STE. 100, BEND, OR 97703 PH: (541)389-9351 I FAX: (541)388-5416 WEB: WWW.HWA-INC.ORG SHEET 7 OF 14 n and Projects\200607-Rickard Road\dwg\SURVEY\200607-ROS.dwg Dec 08, 2020 - 1:40pm t�' 203sa i i=rrt=nin SECTION LINE (SEE SHEET 1) SUBDIVISION OF SECTION LINE (SEE SHEET 1) RIGHT OF WAY CENTERLINE RIGHT OF WAY PROPERTY LINE (FOR INFORMATIONAL PURPOSES) --------------- SURVEY TIE/INFORMATIONAL LINE ►O� 0 • ID 0 0 0 (R) OCRR # C# IS86'56'46"El CONTROL. RECOVERY& RETRACEMENT MAP RECOVERED SECTION CORNER (REPORTED ON SHEET 2) RECOVERED QUARTER SECTION CORNER (REPORTED ON SHEET 2) RECOVERED SUBDIVISION OF SECTION CORNER (REPORTED ON SHEET 2) RECOVERED MONUMENT AS DESCRIBED IDENTIFIER (ID) SEARCHED FOR MONUMENT OF RECORD, NOTHING FOUND OR SET COMPUTED OR DIMENSIONED POSITION, NOTHING FOUND OR SET SET CONTROL STATION (REPORTED ON SHEET 3) RECORD BEARING/DISTANCE PER REFERENCES (REPORTED ON SHEET 2) OREGON CORNER RESTORATION RECORD CURVE NUMBER, SEE TABLE SECTION/SUBDIVISION OF SECTION LABEL, SEE SHEET 1 FOR FULL COURSE TL1813160002200 PARCEL 1 PARTITION PLAT NO. 2002-65 —PRIVATE— [R/W 8] 235 236 232 m EE 1164 234 233 SECT/ON 16 o SEC T/ON21 Co / 83+00 84+00 RICKARD ROAD: GROFF ROAD TO U.S. HIGHWAY 20 IMPROVEMENTS LOCATED IN SECTIONS 13, 14, 15, 16, 17, 20, 21, 22, 23 & 24 OF TOWNSHIP 18 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON DECEMBER 8, 2020 262 OCRR 968 �10-Lo c6 co coo � N N ww M M �t d- 0000 00 'zz 7L18131600022010 O > PARCEL 2 ~ PARTITION PLAT NO. 2002-65 -PRIVATE- [R/W 8] ( 89+23.12 85+00 � 86+00 231 15 90+00 92+00 ( / JL ___ 23000— €S89-56'46"El 658.70' 87+00 88+00 89+00 S 16 S 15 91 +00 v M S89'56'47"E 658.72'(R11) — — — — S21 S22 S89'35'48"E 1297.56'CR1 W'H>6 ( / ) a I 82+64.42 261 25' TL 181 J000004000 -USA- OCRR 967 [R/W 14] 0 N m RIGHT OF WAY(R/W) - NARRATIVE D, (R#)=RECORD SURVEYREFERENCE,(###)=RECOVERED MONUMENTID, (R/W#) R/WESTABL/SHMENTDOCUMENT Z BOZEMAN TRAIL - SECTION 22.- SHEET 8 'aTHIS R/W WAS DEDICATED BY THE PLAT ON CONESTOGA HILLS 1ST ADDITION (R4). THE R/W WIDTH OF BOZEMAN TRAIL REPORTED THIS SURVEY IS 25.00 FEET WIDE. AFTER REVIEW OF THE SURVEY RECORD IN REGARDS TO THE LINE BETWEEN SECTIONS 21 & 22 IT APPEARS THAT THERE ARE SOME DISCREPANCIES AND THIS SECTION LINE MAY NO LONGER BE A LINE OF CONSTANT BEARING AS REPORTED BY GEORGE COLVIN'S "SECTION BREAKDOWN", FILED 4-29-1977 AS CSO4347 (R3). I ESTABLISHED THE WEST LINE OF THIS R/W BASED ON THE LINE BETWEEN SECTIONS 21 & 22, BETWEEN THE CORNER OF SECTIONS 15, 16, 21 & 22 (261) AND THE NORTH ONE -SIXTEENTH SECTION CORNER OF SECTIONS 21 & 22 (283). THE EAST LINE IS AN OFFSET OF 25.00 FEET OF THIS SECTION LINE, WHICH AGREES WITH THE MONUMENTATION I RECOVERED FOR THE WEST LINE OF BLOCK 3, CONESTOGA HILLS 1 ST ADDITION (R4). z z 4 00 RICKARD ROAD - SE114 SECTION 16 & NE114 SECTION21, BETWEEN STATIONS 62+88.31 AND 89+23.12.• SHEETS 7-8 cn SEE NARRATIVE, SHEET 7. 0 RICKARD ROAD - SECTION 14, SECTION 15, SECTION 22, SECTION 23, BETWEEN STATIONS 89+23.12 AND 178+50. 98. SHEETS 8-12 CA w THIS R/W WAS ESTABLISHED BY ORDER NO. 97-079 (R/W 16), 60.00 FEET WIDE, THIS ORDER ALSO VACATED PORTIONS OF THE 0 0 ORIGINAL ST. CLAIR ROAD, ESTABLISHED IN 1922 BY DESCHUTES COUNTY COMMISSIONER'S JOURNAL 1 AT PAGE 455, "ST. -Q v CLAIR ROAD", 60.00 FEET WIDE, THE PLAT OF CONESTOGA HILLS 1 ST ADDITION (R4) DEDICATED 30.00 FEET WITHIN THE NW1/4 a' OF SECTION 22; AND DECLARATION OF DEDICATION (TL1813150000200), RECORDED IN VOLUME 427 AT PAGE 2447 (R/W 11), WHICH SPECIFICALLY CALLS OUT THE CENTER SOUTH ONE -SIXTEENTH CORNER (CS 1/16) AND THE SOUTHEAST ONE -SIXTEENTH CORNER (SE 1/16) OF SECTIONI5; DECLARATION OF DEDICATION (TL1813150000500), RECORDED IN VOLUME 427 AT PAGE 2451 (R/W 12); AND DECLARATION OF DEDICATION (TL1813150000200), RECORDED IN VOLUME 427 AT PAGE 2447 (R/W 11), ALSO SEE BUREAU OF LAND MANAGEMENT RIGHT OF WAY GRANT OR 51362 (R/W 14). THE TOTAL R/W WIDTH OF THIS PORTION OF RICKARD ROAD REPORTED THIS SURVEY IS 60.00 FEET. rtl MY INTENT WHEN I ESTABLISHED THE CENTERLINE OF THIS SECTION OF RICKARD ROAD WAS TO KEEP THE INTEGRITY OF n cmj THE ESTABLISHMENT DOCUMENT ITSELF BY HOLDING THE LINE SECTIONS TANGENT TO THE CURVED SECTIONS. I DID Z Z ` RECOVER NUMEROUS R/W MONUMENTS ALONG BOTH SIDES AS REPORTED HEREON. THESE MONUMENTS GENERALLY ►tiv AGREE WITH MY RESOLUTION OF THIS SECTION OF CENTERLINE AND I HELD THE LINE BETWEEN THEM FOR THE POINT OF CURVATURE (PC) OR POINT OF TANGENCY (PT) BUT NOT NECESSARILY AT THE MIDPOINT OF THIS LINE. IN SOME INSTANCES A MONUMENT WAS RECOVERED ON ONE SIDE OF THE R/W, IN THIS CASE I HELD ON A LINE MEASURED AT A RIGHT ANGLE TO THE CENTERLINE. SPECIFICALLY I HELD FIXED THE RECORD DISTANCE OF 297.56 FEET PER (R/W 16) ALONG THE LINE BETWEEN SECTIONS 15 & 22, ON A LINE BETWEEN THE CORNER OF SECTIONS 15, 16, 21 & 22 (261) AND THE QUARTER SECTION CORNER OF SECTIONS 15 & 22 (260) REPORTED ON THIS SHEET AND SIMILARLY, I HELD FIXED THE RECORD DISTANCE OF OF 108.58 FEET PER (R10) ALONG THE LINE BETWEEN SECTIONS 14 & 23, ON A LINE BETWEEN THE CORNER OF SECTIONS 13, 14, 23 & 24 (201) AND THE QUARTER SECTION CORNER OF SECTIONS 14 & 23 (206), REPORTED ON SHEET 12. IN ADDITION, 1 HELD A 30.00 FOOT OFFSET NORTHERLY OF THE EAST WEST SIXTEENTH LINE BETWEEN MY COMPUTED CENTER -SOUTH ONE -SIXTEENTH CORNER OF SECTION 15 AND THE SOUTH ONE -SIXTEENTH CORNER OF SECTIONS 14 & 15 (216) FOR THE CENTERLINE, REPORTED ON SHEETS 10 & 11. 1 ESTABLISHED THE REMAINING SECTIONS OF CENTERLINE BETWEEN THESE THREE HELD SECTIONS BY UTILIZING THE R/W MONUMENTATION AS DESCRIBED ABOVE AND RECORD RADIUS PER (R/W 16). DESCHWI ES COUNTY SURVEYOR (a 15 ao ao D N. 1116 FILED BY: 283A. : \Land Projects\200607—Rickard Road\dwg\SURVEY\200607—ROS.dwg Dec 08, 2020 — 1:41pm 268 285 TL1813150000200 U.S. PATENT NO. 36-71-0012 BK. 173 PG. 652 —DESCHUTES COUNTY— [R/W 11] / 00 99 A-10 i 98x00 G� i 9j+00 92+20.68 PC 96,y.00 L 95+00 103+07.56 PT 228 v'0, 229 XO 103+00 10� 17 00 N01kX k00 10 %� TL1813150000200 U.S. PATENT NO. 36-71-0012 BK. 173 PG. 652 —DESCHUTES COUNTY— [R/W 11] 94+00 ' OCRR 1019 1 93+00 S89'35'48"E 2648.89'(R9) I — — — — S89'57'02"E 2649.04' — — SECT/ON 15 280.89' 16 2070.59' SECTION22 TL181322BOO2800 LOT 1, BLOCK 3 CONESTOGA HILLS 1ST ADDITION PT. VACATED ST. CLAIR ROAD —PRIVATE- TL 18 1322BOO2900 LOT 2, BLOCK 3 CONESTOGA HILLS 1ST ADDITION —PRIVATE- TL181J22BOOJ000 LOT 3, BLOCK 3 CONESTOGA HILLS 1ST ADDITION —PRIVATE- jf TL 1813228002700 LOT 11, BLOCK 3 CONESTOGA HILLS 1ST ADDITION PT. VACATED ST. CLAIR ROAD —PRIVATE — RECOVERED MONUMENTS ID NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET 228 367855.26 3332741.12 5/8" REBAR WITH 2" ALUMINUM CAP "DCPW PT R/W LS1031", 0.4' BGL (R10) CSO4289 103+07.56 29.83' L 229 367815.04 3332785.54 5/8" REBAR WITH 2" ALUMINUM CAP "DCPW PT R/W LS1031", 0.2' AGL (R10) CSO4289 103+07.54 30.1 V R 2301 367437.65 3331798.46 5/8" REBAR WITH 2" ALUMINUM CAP "DCPW PC R/W LS1031", 0.1' AGL (R10) CSO4289 92+20.87 30.05' L 231 367437.90 3331500.94 5/8" REBAR WITH YPC "LS2527", FLUSH (R 16) PP 2002-65 89+23.35 30.05' L 232 367458.47 3330892.02 5/8" REBAR WITH YPC "LS2527", 0.1' BGL (R 16) PP 2002-65 83+14.40 50.04' L 233 367438.13 3330892.23 5/8" REBAR WITH YPC "LS2527", 0.1' BGL (R 16) PP 2002-65 83+14.63 29.70' L 2341 367438.17 3330892.32 1" REBAR, 0.1 BGL UNKNOWN 83+14.72 29.74' L 235 367458.49 3330866.19 5/8" REBAR WITH YPC "ILLEGIBLE", 0.5' BGL (R 16) PP 2002-65 82+88.57 50.04' L 267 367377.79 3331531.80 5/8" REBAR, 0.2' AGL (134) CONESTOGA HILLS 1 ST ADD. 89+54.25 30.04' R 268 367097.13 3331539.52 5/8" REBAR WITH RPC "KARL PLS", 0.1' AGL UNKNOWN 284 366475.62 3331557.54 5/8" SMOOTH IRON ROD, 0.4' AGL (R4) CONESTOGA HILLS 1 ST ADD. 285 366786.56. 1 3331548.28 1/2" REBAR, 0.2' AGL (R4) CONESTOGA HILLS 1ST ADD. AGL = ABOVE GROUND LEVEL; BGL = BELOW GROUND LEVEL; DCPW = DESCHUTES COUNTY PUBLIC WORKS; YPC = YELLOW PLASTIC CAP CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD C7 1086.88' 1300.00' 47*54'11" 577.48' N66'05'53"E 1055.50' C7(R10) 1086.82' 1300.00' 47'54'00" 577.44' C7(R/W16) 1 1086.82' 1 1300.00' 1 1 1 N66'27'12"E 1055.44' 010 50 100 150 200 300 SCALE: 1" = 100' 12• 9- Z.o REGISTERED PROFESSIONAL LAND SURVEYOR OREGON SEPTEMBER 17, 2018 BENJAMIN J. HRON 92723 EXPIRES: 6/30/2021 4 NAO k CIVIL ENGINEERING I SURVEYING I PLANNING 62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703 PH: (541)389-9351 1 FAX: (541)388-5416 WEB: WWW.HWA—INC.ORG SHEET 8 OF 14 7 �c 0 W CONTROL, RECOVERY & RETRACEMENT MAP 10 RICKARD ROAD: GROFF ROAD TO U.S. HIGHWAY 20 IMPROVEMENTS SECTION15 SECT/ON 15 264 LOCATED IN SECTIONS 13, 14, 15, 16, 17, 20, 21, 22, 23 & 24 OF TOWNSHIP 18 SOUTH, RANGE 13 EAST, W WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON 00. DECEMBER 8, 2020�- t M cp � O • O r- O M 0 Z � Z M .nn +n • c I I FrFNn SECTION LINE (SEE SHEET 1) SUBDIVISION OF SECTION LINE (SEE SHEET 1) RIGHT OF WAY CENTERLINE RIGHT OF WAY RECOVERED QUARTER SECTION CORNER (REPORTED, 0 RECOVERED SUBDIVISION OF SECTION CORNER (REPC RECOVERED MONUMENT AS DESCRIBED ID IDENTIFIER (ID) 0 COMPUTED OR DIMENSIONED POSITION, NOTHING FOU A SET CONTROL STATION (REPORTED ON SHEET 3) (R) RECORD BEARING/DISTANCE PER REFERENCES (REPO OCRR # OREGON CORNER RESTORATION RECORD C# CURVE NUMBER, SEE TABLE 103y RIGHT OF WAY(R/W) - NARRATIVE 103+OC RICKARD ROAD - SEE NARRATIVE, SHEET 8 SEE SHEET CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD C8 941.93' 1132.71' 47'38'44" 500.12' N65.58'10"E 915.02' C8(R10) 941.72' 1132.71' 47.38'07" 500.00' C8(R/W16) 1 941.72' 1 1132.71' N66.19'15"E 914.84' RECOVERED MONUMENTS ID NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET 223 368792.61 3334101.17 5/8" REBAR WITH 2" ALUMINUM CAP "DCPW PT R/W LS1031", 0.1' AGL (R10) CSO4289 119+98.10 29.66' L 224 368732.77 3334101.46 5/8" REBAR WITH 2" ALUMINUM CAP "DCPW PT R/W LS1031", 1.6' BGL (R10) CSO4289 119+98.17 30.18' R 226 368410.26 3333243.43 5/8" REBAR WITH 2" ALUMINUM CAP "DCPW PC R/W LS1031", 0.8' BGL (R10) CSO4289 110+56.11 29.81' L 227 368370.02 3333288.18 5/8" REBAR WITH 2" ALUMINUM CAP "DCPW PC R/W LS1031", 0.1' BGL (R10) CSO4289 110+56.31 30.37' R AGL = ABOVE GRADE LEVEL; BGL = BELOW GRADE LEVEL; DCPW = DESCHUTES COUNTY PUBLIC WORKS DESCHUTES COUNTY SURVEYOR FlLED 1;051z0.zo BY: DonbLbta 010 50 100 150 200 300 SCALE: 1" = 100' REGISTERED PROFESSIONAL LAND SURVEYOR E OREGON SEPTEMBER 17, 2018 BENJAMIN J. HRON 92723 EXPIRES: 6/30/2021 I EE DETAIL B HEFT 1 EE NARRATIVE vc:nrt iu�y 260 SECTION 15 SECTION22 4 )00 k CIVIL ENGINEERING I SURVEYING I PLANNING 62930 O.B. RILEY ROAD. STE. 100, BEND, OR 97703 PH: (541)389-9351 1 FAX: (541)388-5416 WEB: WWW.HWA—INC.ORG SHEET 9 OF 14 nd Projects\200607—Rickard Road\dwg\SURVEY\200607—ROS.dwg Dec 08, 2020 — 1:39 CONTROL, RECOVERY & RETRACEMENT MAP RICKARD ROAD: GROFF ROAD TO U.S. HIGHWAY 20 IMPROVEMENTS LOCATED IN SECTIONS 13, 14, 15, 16, 17, 20, 21, 22, 23 & 24 OF TOWNSHIP 18 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON DECEMBER 8, 2020 TL1813150000300 I —DESCHUTES COUNTY— [R/W 11] 120+60.45 219 21 217 122+00 123+00 124+00 125+00 126+00 127+00 RICKARD ROAD S89°51'44"E 2207.49'(R10) S89"51'41"E �2207.49'(R/W16) 133+00 134+00 135+00 136+00 137+00 138+00 139+00 140+00 M 141+00 Co_ N89 47 31�E 2207.31 I — — — — 121+00 M 128+00 129+00 130+00J 2145.00' 131+00 132+00 _ M 142+05.45 PC� SEE DETAIL B SHEET SEE NARRAT1VE SHEET i SEE SHEET 9 LFCjFND TL1813150000400 PARCEL 1 PARTITION PLAT NO. 2003-37 —PRIVATE— SECTION LINE (SEE SHEET 1) SUBDIVISION OF SECTION LINE (SEE SHEET 1) RIGHT OF WAY CENTERLINE RIGHT OF WAY PROPERTY LINE (FOR INFORMATIONAL PURPOSES) RECOVERED SUBDIVISION OF SECTION CORNER (REPORTED ON SHEET 2) RECOVERED MONUMENT AS DESCRIBED IDENTIFIER (ID) COMPUTED OR DIMENSIONED POSITION, NOTHING FOUND OR SET SET CONTROL STATION (REPORTED ON SHEET 3) RECORD BEARING/DISTANCE PER REFERENCES (REPORTED ON SHEET 2) DESCHUTES COUNTY SURVEYOR FILED 12 �s a�ao BY: �unka.� 222 221 220 SE 1116 I I TL1813150000401 TL1813150000500 PARCEL 2 STATUTORY WARRANTY DEED PARTITION PLAT NO. 2003-37 ' 2019-28984 —PRIVATE— ! —PRIVATE— RIGHT OF WAY(R/W) - NARRATIVE RICKARD ROAD - SEE NARRA TAIE, SHEET 8 RECOVERED MONUMENTS ID NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET 217 368801.07 3336308.52 5/8" REBAR WITH 2" ALUMINUM CAP "DCPW PC R/W LS1031", FLUSH (R10) CSO4289 142+05.47 30.11' L 218 368740.70 3336308.71 5/8" REBAR WITH 2" ALUMINUM CAP "DCPW PC R/W LS1031", FLUSH (R10) CSO4289 142+05.44 30.26' R 219 368799.30 3335859.98 5/8" REBAR WITH 2" ALUMINUM CAP "DCPW POL R/W LS1031", 0.2' AGL (R10) CSO4289 137+56.93 29.97' L 220 368739.28 3335860.05 5/8" REBAR WITH 2" ALUMINUM CAP "DCPW POL R/W LS1031", 0.1' AGL (R10) CSO4289 137+56.78 30.04' R 222 368737.07 1 3335161.77 112" IRON PIPE WITH YPC "POVEY & ASSOC", 0.2' AGL (R17) PP 2003-37 130+58.49 29.72' R AGL = ABOVE GROUND LEVEL; BGL = BELOW GROUND LEVEL; DCPW = DESCHUTES COUNTY PUBLIC WORKS; YPC = YELLOW PLASTIC CAP 010 50 100 150 200 300 SCALE: 1" = 100' IZ•9-zo REGISTERED PROFESSIONAL LAND SURVEYOR OREGON SEPTEMBER 17, 2018 BENJAMIN J. HRON 92723 EXPIRES: 6/30/2021 218 1T T 1 W V7 W U7 4 NAO k CIVIL ENGINEERING I SURVEYING I PLANNING 62930 O.B. RILEY ROAD. STE. 100, BEND, OR 97703 PH: (541)389-9351 I FAX: (541)388-5416 WEB: WWW.HWA-INC.ORG SHEET 10 OF 14 : \Land Pro jects\200607—Rickard Road\dwg\SURVEY\200607—ROS.dwg Dec 08, 2020 — 1: 39pm CONTROL, RECOVERY & RETRACEMENT MAP RICKARD ROAD: GROFF ROAD TO U.S. HIGHWAY 20 IMPROVEMENTS LOCATED IN SECTIONS 13, 14, 15, 16, 17, 20, 21, 22, 23 & 24 OF TOWNSHIP 18 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON DECEMBER 8, 2020 OCRR 2024 263 rn ry 00 (V N N M M W W Cn � N � 0 0 TL1813150000300 O I z z 217 142+05.45 PC -DESCHUTES COUNTY- [R/W 111 143,f-00 S89'51'44"E 517.07'(R10) S. 1/16 CIO., 218 ` 00 €N89'4731 "El 517.14' C /6� -•Oi6 w 198.99' 142+00 �85232.55' _ 9 60• w © X 22 144+07.43 �¢Sx0 C7� O USX .. - 0 00 04 L0 Q:� 214LoI 0o6- °° 00 �6 00 0 �8 X00 146+84.30 PRC 147+77.93 34.71' TL181J150000500 Z Z STATUTORY WARRANTY DEED 2019-28984 -PRIVATE- W W 150+00 [R/W 12] .. I rn Lo LEGEND Co g Lo NN M to - - SECTION LINE (SEE SHEET 1) w w SUBDIVISION OF SECTION LINE (SEE SHEET 1) L i RIGHT OF WAY CENTERLINE iV M RIGHT OF WAY o 0 00 zz RECOVERED SECTION CORNER (REPORTED ON SHEET 2) RECOVERED QUARTER SECTION CORNER (REPORTED ON SHEET 2) O RECOVERED SUBDIVISION OF SECTION CORNER (REPORTED ON SHEET 2) RECOVERED MONUMENT AS DESCRIBED I !D IDENTIFIER (ID) I 259 0 SEARCHED FOR MONUMENT OF RECORD, NOTHING FOUND OR SET OCRR 1024 0 COMPUTED OR DIMENSIONED POSITION, NOTHING FOUND OR SET S15 / S14 SET CONTROL STATION (REPORTED ON SHEET 3) S22 S23 (R) RECORD BEARING/DISTANCE PER REFERENCES (REPORTED ON SHEET 2) OCRR# OREGON CORNER RESTORATION RECORD C# CURVE NUMBER, SEE TABLE RECOVERED MONUMENTS ID NORTHING EASTING DESCRIPTION ORIGIN STATION OFFSET 211 368369.74 3338140.18 5/8" REBAR WITH 2" ALUMINUM CAP "DCPW PC R/W LS1031", 0.5' BGL (R10) CSO4289 161+13.84 30.06' L 212 368310.08 3338132.70 5/8" REBAR WITH 2" ALUMINUM CAP "DCPW PC R/W LS1031", FLUSH (R10) CSO4289 161+13.70 30.06' R 213 368442.36 3337058.09 5/8" REBAR WITH 2" ALUMINUM CAP "DCPW PT R/W LS1031", FLUSH (R10) CSO4289 150+30.98 30.00' R 214 368632.56 3336768.47 5/8" REBAR WITH 2" ALUMINUM CAP "DCPW PRC R/W LS1031", 0.3' BGL (R10) CSO4289 146+84.37 30.13' L 215 368586.83 1 3336729.47 5/8" REBAR WITH 2" ALUMINUM CAP "DCPW PRC R/W LS1031", FLUSH, POE I (R10) CSO4289 146+84.35 29.97' R BGL = BELOW GROUND LEVEL; DCPW = DESCHUTES COUNTY PUBLIC WORKS; POE = POINT OF ENTRY TL181J000004000 -USA- [R/W 14] M 151,E-00 77152+oo M 153+00 154+00 S82`37'45" S82-59'10" E 1082 8 ' 213 23 RICKgRD ROAD E 1082.84' (R10,R/W16) 1574-00 150+31.01 PT 155,`0O 156fp0 TL181J000004000 [R/W 14] 14] RIGHT OF WAY(R/W) - NARRATIVE RICMRD ROAD - SEE NARRAT1VE, SHEET 8 CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD C9 478.85' 674.87' 40*39'13" 250.00' S69'5252"E 468.86' C9(R10) 478.84' 674.87' 40-39'13" 250.00' C9(R/W16) 478.84' 674.87' S6932'04"E 468.86' C10 201.98' 674.87' 17'08'52" 101.75' S81'38'02"E 201.23' C11 276.87' 674.87' 23'30'20" 140.41' S61 *18'26"E 274.93' C12 346.71' 594.20' 33*2553" 178.45' S66'16'13"E 341.81' C12(R/W16) 346.61' 594.20' S65`55'06"E 341.71' C13 93.63' 594.20' 9'01'43" 46.91' S54'04'08"E 93.54' C13(R10) 93.63' 594.20' 9°01'08" 46.86' C14 253.08' 594.20' 24'24'10" 128.49' S70'47'04"E 251.17' C14(R10) 1 253.07' 594.20' 1 24°24'09" 128.49' DESCHUTES COUNTY SURVEYOR FILED- Na/5 zo20 BY: Dunke( 1584 00 161 +00 � 159f00 1� 160f00 161+13.84 PC 010 50 100 150 200 300 SCALE: 1" = 100' IZ•$•7-0 REGISTERED PROFESSIONAL LAND SURVEYOR (z 1. 7 OREGON SEPTEMBER 17, 2018 BENJAMIN J. HRON 92723 EXPIRES: 6/30/2021 14N VA CIVIL ENGINEERING I SURVEYING I PLANNING 62930 O.B. RILEY ROAD. STE. 100. BEND. OR 97703 PH: (541)389-9351 1 FAX: (541)388-5416 WEB: WWW.HWA-INC.ORG SHEET 11 OF 14 : \Land Pro jects\200607-Rickard Road\dwg\SURVEY\200607-ROS.dwg Dec 08, 2020 - 1: CONTROL, RECOVERY & RETRACEMENT MAP RICKARD ROAD: GROFF ROAD TO U.S. HIGHWAY 20 IMPROVEMENTS LOCATED IN SECTIONS 13, 14, 15, 16, 17, 20, 21, 22, 23 & 24 OF TOWNSHIP 18 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON DECEMBER 8, 2020 211 -7e, DESCHUTES COUNTY SURVEYOR Flip /a 15 zozo BY: Ovnb/l�rr -1 Mol - - SECTION LINE (SEE SHEET 1) - SUBDIVISION OF SECTION LINE (SEE SHEET 1) RIGHT OF WAY CENTERLINE RIGHT OF WAY SEE SHEET NOTE 1 RECOVERED SECTION CORNER (REPORTED ON SHEET 2) RECOVERED QUARTER SECTION CORNER (REPORTED ON SHEET 2) • RECOVERED MONUMENT AS DESCRIBED ID IDENTIFIER (ID) 0 COMPUTED OR DIMENSIONED POSITION, NOTHING FOUND OR SET 0 SET CONTROL STATION (REPORTED ON SHEET 3) (R) RECORD BEARING/DISTANCE PER REFERENCES (REPORTED ON SHEET 2) 'RR# OREGON CORNER RESTORATION RECORD ED CURVE NUMBER, SEE TABLE 11 � 173+37.06 PC .7S I X°� 1 c16 178+50.98 PT 25 + 204 � -A17j f00 [� Op 178+00 0 179+00 W S 15 S 14 _ _ 2536.01' _ SECTION 14 _ _ 98.48 -.� �' S22 S23 - - - - - Nss:5s;34"E 2634.49; - - SECT/ON23 - - - - - - 108.58(R10,H) o S89 39 23 E 2634.46 (R10) 206 259 OCRR 1022 205 203I OCRR 1024 TL 181 J000004000 -USA- ' TL181323A000400 NORTH RIGHT OF WAY(R/W) -NARRATIVE LOT 1 RICKARDROAD- SEE NA RRA T1 VE, SHEETS I HORSE FLAT ESTATES 010 50 100 150 200 300 -PRIVATE- SCALE: 1" = 100' RECOVERED MONUMENTS ID NORTHING FASTING DESCRIPTION ORIGIN STATION OFFSET 203 367389.56 3339560.14 5/8" REBAR WITH 2" ALUMINUM CAP "DCPW PT ROW LS1031", 0.2' AGL (R10) CSO4289 178+50.92 30.07, R 204 367449.71 3339560.24 5/8" REBAR WITH 2" ALUMINUM CAP "ILLEGIBLE", 0.3' BGL (R10) CSO4289 178+51.04 30.08' L 205 367397.78 3339451.47 5/8" REBAR WITH YPC 'TERRASCOPE", 0.1' AGL CS10989 177+46.34 29.98' R 207 367622.22 3339111.37 5/8" REBAR WITH 2" ALUMINUM CAP "ILLEGIBLE", 0.4' BGL (R10) CSO4289 173+37.11 29.99' L 208 367577.62 3339071.02 5/8" REBAR, FLUSH (1310) CSO4289 173+37.05 30.16' R 209 368237.05 3338430.66 5/8" REBAR WITH 2" ALUMINUM CAP "DCPW PT ROW LS1031", 0.5' BGL (R10) CSO4289 164+19.84 30.03, L 12101 368192.46 1 3338390.41 5/8" REBAR WITH 2" ALUMINUM CAP "DCPW PT ROW LS1031", 0.5' BGL (R10) CSO4289 164+19.84 30.03' R AGL = ABOVE GROUND LEVEL; BGL = BELOW GROUND LEVEL; DCPW = DESCHUTES COUNTY PUBLIC WORKS; YPC = YELLOW PLASTIC CAP SHEET NOTE 1) BUREAU OF LAND MANAGEMENT RIGHT OF WAY GRANT OR 51362 (R/W 14) DOES NOT INCLUDE SECTION 23. CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT CHORD C15 306.06' 500.00' 35*04!18" 157.99' S65'27'00"E 301.30' C15(R10) 306.01' 500.00' 35°04'00" 157.97' C15(R/W16) 306.01' 500.00' S65`05'45"E 301.26' C16 513.92' 699.47' 42.05'47" 269.18' S68.57'45"E 502.43' C16(R10) 513.89' 699.47' 42.05'38" 269.16' C16(R/W16) 513.89' 699.47' S68'36'34"E 502.41' REGISTERED PROFESSIONAL LAND SURVEYOR ✓t OREGON SEPTEMBER 17, 2018 BENJAMIN J. HRON 92723 EXPIRES: 6/30/2021 4 )00 k CIVIL ENGINEERING I SURVEYING I PLANNING 62930 O.B. RILEY ROAD, STE. 100. BEND. OR 97703 PH: (541)389-9351 1 FAX: (541)388-5416 WEB: WWW.HWA-INC.ORG SHEET 12 OF 14 : \Land Pro 00607-Rickard Road\dwg\SURVEY\200607-ROS.dwg Dec 08, 2020 - 1:41pm IOCRR 1022 204 178+50.98 PT CONTROL, RECOVERY & RETRACEMENT MAP RICKARD ROAD: GROFF ROAD TO U.S. HIGHWAY 20 IMPROVEMENTS LOCATED IN SECTIONS 13, 14, 15, 16, 17, 20, 21, 220 23 & 24 OF TOWNSHIP 18 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON DECEMBER 8, 2020 TL1813000004000 -USA- [R/W 14] 178+00 M j 179+00 180+00 181+00 182+00 183+00 184+00 185+00 186+00 S89�28'09"E 2641.89(R14) 189+00 190+00 191+00 192+00 �— — — — — -}— — -I- -I- — — — --�— — — +--—9'59'21 �E 2641.78 — — —F- SECT/ON 14 — + SECTION23 2533.20' 108.58'(R10,H) o RICKARD ROAD 187+00^ 188+00 2533.28'(R10,R W16 205 203 TL 181323A000400 LOT 1 HORSE FLAT ESTATES -PRIVATE- (0 196+00 197+00 a TL 181323A 000200 PARCEL 1 PARTITION PLAT NO. 1994-35 -PRIVATE- 240 TL1813000004000 -USA- [R/W 14] SCE SHEET 14 60� NO OCRR 203+00---., 1021 198+00 199+00 200+00 201 +00 202+00 4- - i I 4- A RICKARD ROAD 27 239 RIGHT OF WAY(R/W) - NARRATIVE (R#)=RECORD SURVEYREFERENCE, (###)=RECOVERED MONUMENT ID; (R/W#) RIW ESTABLISHMENT DOCUMENT S 14 M S23 S2 M �J TL 181323A000100 PARCEL 2 PARTITION PLAT NO. 1994-35 -PRIVATE- R/CKARD ROAD - SE1/4 SECT/ON 14 & NE1/4 SECT/ON 23, BETWEEN STATIONS 178+50.98AND 203+84.17. SHEETS 13-14 THIS R/W WAS ESTABLISHED BY ORDER NO. 97-079 (R/W 16), 60.00 FEET WIDE, THIS ORDER ALSO VACATED PORTIONS OF THE ORIGINAL ST. CLAIR ROAD, ESTABLISHED IN 1922 BY DESCHUTES COUNTY COMMISSIONER'S JOURNAL 1 AT PAGE 455, "ST. CLAIR ROAD", 60.00 FEET WIDE, AND BY PARTITION PLAT NO. 1992-24 (R14), FOR THAT PORTION LYING WITHIN THE NE1/4 OF SECTION 23, ALSO SEE BUREAU OF LAND MANAGEMENT RIGHT OF WAY GRANT OR 51362 (R/W 14). THE TOTAL R/W WIDTH OF THIS PORTION OF RICKARD ROAD REPORTED THIS SURVEY IS 60.00 FEET. I ESTABLISHED THE CENTERLINE OF THIS PORTION OF R/W ALONG THE LINE BETWEEN SECTIONS 14 & 23, BETWEEN THE QUARTER SECTION CORNER OF SECTIONS 14 & 23 (206) AND THE CORNER OF SECTIONS 13, 14, 23 & 24 (201). 26 TL 181323A 000300 PARCEL 2 PARTITION PLAT NO. 1992-24 -PRIVATE- SEE DETAIL E, SHEET 14 S 13 200 - 4-------- - --- 28 R` 6 fo 0 281 6 237 SEE SHEET 14 I 1=c.FNn 0 ID 0 A (R) OCRR # 193+00 194+00 195+00 196+00 197+00 M 0 _ M SECTION LINE (SEE SHEET 1) SUBDIVISION OF SECTION LINE (SEE SHEET 1) RIGHT OF WAY CENTERLINE RIGHT OF WAY PROPERTY LINE (FOR INFORMATIONAL PURPOSES) RECOVERED SECTION CORNER (REPORTED ON SHEET 2) RECOVERED QUARTER SECTION CORNER (REPORTED ON SHEET 2) RECOVERED MONUMENT AS DESCRIBED IDENTIFIER (ID) COMPUTED OR DIMENSIONED POSITION, NOTHING FOUND OR SET SET CONTROL STATION (REPORTED ON SHEET 3) RECORD BEARING/DISTANCE PER REFERENCES (REPORTED ON SHEET 2) OREGON CORNER RESTORATION RECORD EILCHUTES COUNTY SURVEYOR D 121151202-0 BY:Dvnktiv� RECOVERED MONUMENTS ID NORTHING EASTING DESCRIPTION ORIGIN STATION I OFFSET 200 367420.32 3342188.51 5/8" REBAR WITH YPC "PLS 57847", 0.3' AGL CS17024 202 367389.93 3341096.33 5/8" REBAR WITH YPC'TERRASCOPE", 0.1' AGL (R14) PP 1992-24 193+87.11 29.99' R 237 367230.06 3342160.04 5/8" SMOOTH IRON ROD WITH 1-1/2" ALUMINUM CAP "OREGON STATE HWY DIV % 0.1' BGL ODOT 9B-25-11 238 367390.04 3342067.43 5/8" REBAR WITH YPC COLLAR, FLUSH CS10989 203+58.21 30.07' R 239 367389.98 3341769.30 5/8" REBAR WITH YPC "BAXER LS 2041", 0.1 BGL PP 1994-35 200+60.09 30.07' R 240 367389.63 3339749.50 5/8" REBAR WITH YPC'TERRASCOPE", 0.2' BGL (R14) PP 1992-24 180+40.28 30.04' R 281 367290.16 3342263.79 5/8" SMOOTH IRON ROD WITH 1-1/2" ALUMINUM CAP "OREGON STATE HWY DIV % 0.2 BGL ODOT 913-25-11 AGL = ABOVE GROUND LEVEL; BGL = BELOW GROUND LEVEL; ODOT = OREGON DEPARTMENT OF TRANSPORTATION; YPC = YELLOW PLASTIC CAP TL 181323A 000200 PARCEL 1 PARTITION PLAT NO. 1994-35 -PRIVATE- 010 50 100 150 200 300 SCALE: 1" = 100" lZ•S•Zo REGISTERED PROFESSIONAL LAND SURVEYOR OREGON SEPTEMBER 17, 2018 BENJAMIN J. HRON 92723 EXPIRES: 6/30/2021 I ICn 4 )00 k CIVIL ENGINEERING I SURVEYING I PLANNING 62930 O.B. RILEY ROAD. STE. 100, BEND. OR 97703 PH: (541)389-9351 I FAX: (541)388-5416 WEB: WWW.HWA-INC.ORG SHEET 13 OF 14 : \Land Pro jects\200607-Rickard Road\dwg\SURVEY\200607-ROS.dwg Dec 08, 2020 - 1: 41 pm 1�1 258 1 R 601 LEGEND 282 99 �1 CONTROL RECOVERY& RETRACEMENT MAP RICKARD ROAD: GROFF ROAD TO U.S. HIGHWAY 20 IMPROVEMENTS LOCATED IN SECTIONS 13, 14, 15, 16, 17, 20, 21, 22, 23 & 24 OF TOWNSHIP 18 SOUTH, RANGE 13 EAST, S� P 5°1��• �1�� WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON DECEMBER 8, 2020 Dig � lO — — SECTION LINE (SEE SHEET 1) SUBDIVISION OF SECTION LINE (SEE SHEET 1) vo), RIGHT OF WAY CENTERLINE v' 0-_ RIGHT OF WAY G 0� j RECOVERED SECTION CORNER (REPORTED ON SHEET 2) 0 aO2 �� o" • RECOVERED MONUMENT AS DESCRIBED ID IDENTIFIER (ID) y 0 COMPUTED OR DIMENSIONED POSITION, NOTHING FOUND OR SET 0 SET CONTROL STATION (REPORTED ON SHEET 3) (R) RECORD BEARING/DISTANCE PER REFERENCES (REPORTED ON SHEET 2) (H) HELD RECORD BEARING/DISTANCE PER REFERENCES (REPORTED ON SHEET 2) OCRR# OREGON CORNER RESTORATION RECORD c,6 DETAIL E 60 TL181J000004000 SCALE: 1"=30' I —USA— I RIW CENTERLINE INTERSECTION 204+ 10. 05 (RICKARD ROAD) 516+40.75 (CENTRAL OREGON HWY/US HWY 20) 25.88' 57.71' 11.54' 200 201 N89'52'27"E 95.13' OCRR 1021 S89'37'53"E 95.17'(R19) END R/W CENTERLINE OF _RICKARD ROAD PER (R/W 16)16) 203+84.17 N)367420.11 E)3342093.38 CENTRAL OREGON HWY/US HWY 20 516+27.83 516+27.80(R13) 22.42' RT 22.48' RT. (R13) : \Land Pro jects\200607—Rickard Road\dwg\SURVEY\200607—ROS.dwg Dec 08, 2020 — 1: 42pm 203+00—\ 202+00 M u — + RICKARD ROAD M OCRR I 1021 S14 S13 S23 T S � 238 TL 181323A 000100 PARCEL 2 PARTITION PLAT NO. 1994-35 —PRIVATE— RIGHT OF WAY(R/W) - NARRATIVE (R5)=RECORD SURVEYREFERENCE,- (264)=RECOVERED MONUMENT ID, (D 1) R/W ESTABLISHMENT DOCUMENT RICKARD ROAD - SE114 SECTION 14 & NE114 SECTION23, BETWEEN STATIONS 178*50.98AND 203+84.17. SHEETS 13-14 SEE NARRATIVE, SHEET 13 CENTRAL OREGON HIGHWAY/USHWY20 - SHEET 14 1 ESTABLISHED THE CENTERLINE OF CENTRAL OREGON HIGHWAY 20 BASED ON THE MONUMENTS LOCATED ON THE WESTERLY R/W SET BY THE OREGON STATE HIGHWAY DIVISION AS REPORTED ON DRAWING NO. 913-25-11 AND THEIR RELATIONSHIP TO THE CENTERLINE PER CENTRAL OREGON HIGHWAY 20 REVISED RIGHT-OF-WAY AND ALIGNMENT MAP (1313). MONUMENT ID (237) WAS HELD FOR STATIONING AND PERPENDICULAR DISTANCE PER (1313), MONUMENT ID (258) WAS HELD FOR ITS RECORD PERPENDICULAR DISTANCE TO THE CENTERLINE PER (1313). THE OTHER TWO RECOVERED MONUMENTS, ALONG THE EASTERLY R/W AGREE WITHIN TOLERANCES TO THIS COMPUTED CENTERLINE AS REPORTED HEREON. RECOVERED MONUMENTS ID NORTHING EASTING DESCRIPTION ORIGIN 258 368636.83 3341345.08 5/8" SMOOTH IRON ROD WITH 1-1/2" ALUMINUM CAP "OREGON STATE HWY DIV", 0.2' BGL ODOT 9B-25-11 282 368691.92 3341440.24 5/8" SMOOTH IRON ROD WITH 1-1/2" ALUMINUM CAP "OREGON STATE HWY DIV", 0.2' BGL ODOT 9B-25-11 200 BGL = BELOW GROUND LEVEL; ODOT = OREGON DEPARTMENT OF TRANSPORTATION ERLMHUTES COUNTY SURVEYOR p /zlls 2ozo BY: Dv ke1 010 50 100 150 200 300 SCALE: 1" = 100' tz- S. Zo REGISTERED PROFESSIONAL LAND SURVEYOR EXPIRES: 6/30/2021 4 )00 k CIVIL ENGINEERING I SURVEYING I PLANNING 62930 O.B. RILEY ROAD, STE. 100, BEND, OR 97703 PH: (541)389-9351 I FAX: (541)388-5416 WEB: WWW.HWA-INC.ORG SHEET 14 OF 14