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Home My WebLink AboutSurvey 21210\. HELD SPIKE, UP 0.2, FOR P.I. #10 RECORD OF SURVEY _ PER (R3). BOTH BEARING TREES PER (R3) OBSERVED INTACT. DECEMBER 4, 2023 LOCATED IN THE SOUTHWEST QUARTER OF SECTION 17 AND THE NORTHWEST QUARTER OF SECTION 20, TOWNSHIP 15 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON LEGEND p = FOUND MONUMENT AS NOTED p = SET 5/8" IRON ROD WITH ORANGE PLASTIC CAP MARKED "MUNSON & ASSOCIATES" (131) = DEPENDENT RESURVEY AND SUBDIVISION OF SECTIONS, BY DANIEL E. WELLER, PURSUANT TO SPECIAL INSTRUCTIONS APPROVED AUGUST 8, 2014, FOR GROUP NO.2769, OREGON. (132) = SURVEY FOR VETTERLEIN RANCHES, BY DAVID L. TUTTLE, DATED DECEMBER 19, 1986 (CS11099) (133) = FRYREAR BUTTE ROAD, BY AUBREY EUGENE PERRY, DATED DECEMBER 1971 (RD01543) (134) = RECORD OF SURVEY, BY DAVID C. HOERNING, DATED JUNE 1972 (CS00671) (135) = POWER LINE EASEMENT, RECORDED AS INSTRUMENT NO.2015-22594 ON JUNE 10, 2015 IN DESCHUTES COUNTY OFFICIAL RECORDS (136) = RECORD OF SURVEY, BY FREDERICK A. AST, JR., FILED FEBRUARY 24, 2015 (CS18833) (137) = MAJOR PARTITION NO. MJP 81-6, BY ROBERT R. POVEY, DATED JULY 9, 1981 (CS00675) (138) = PLAT OF BOUNDARY SURVEY, BY RAYMOND E. OMAN, DATED AUGUST 24, 1977 (CS00674) (139) = SURVEY OF NORTH 1/2 SEC. 19, BY GEORGE J. COOK, DATED JUNE 4, 1965 (CS00688) (1310) = SURVEY FOR VETTERLEIN RANCHES, BY DAVID L. TUTTLE, FILED MARCH 17, 1987 (CS00713) (1311) = BOUNDARY SURVEY, BY DIRK P. DURYEE, FILED APRIL 28, 2020 (CS20207) (1312) = PARTITION PLAT 2021-33, BY CHRISTOPHER R. MUNSON, RECORDED NOVEMBER 3, 2021 (CS20654) (1313) = DEED OF DEDICATION, RECORDED AS INSTRUMENT NO.2023-26522 ON OCTOBER 24, 2023 IN DESCHUTES COUNTY OFFICIAL RECORDS (M) = MEASURED (C) = CALCULATED wl 0 150' 300' 600' SCALE: 1 " = 300' gz Munson & Associates evil engineers ( land surveyors 845 NORTHEAST 11TH STREET BEND, OREGON 97701 (541) 550-7396 www.munson-assoc.com LINE TABLE LINE BEARING DISTANCE L1 (M) S63031'09"E 821.60' L1 (133) S60031'29"E 822.80' L2 (M) S71 °07'29"E 242.65' L2 (133) S68007'49"E 243.00' L2 (R13) S71 °07'29"E -- L3 (C,R13) S71 °07'29"E 195.50' L4 (C,R13) S3057'20"W 1098.48' L5 (C,R13) S89053'35"W 173.76' L6 (C,R13) SO°09'24"E 30.00' L7 (C) S0009'24"E 30.00' L8 (M) N8905335"E 145.84' L9 (M) N89°5335"E 201.68' L10 (M) S71 °07'29"E 218.55' L11 (M) S71 °07'29"E 172.45' L12 (M) N18052'31"E 30.00' L13 (M) N18°52'31"E 30.00' L13 HELD SPIKE FOR P.I. #12 PER (R3). BEARING TREES FRYREAR t ro PER (R3T) OBSERVED INTACT. BUTTE ROAD Li err L3 � CALCULATED P.I. #11 PER (R3); FOUND OLD WOOD STAKE LYING ON GROUND NEARBY. INTACT 24" 30.00' BEARING TREE LIES 71.4' DISTANT (71.5' PER (R3)). 30.00' 14" BEARING TREE FOUND UPROOTED AND STACKED ON SIDE OF POWER LINE ACCESS ROAD. ^ 0 J Ot\p1'� O vt T C o Cj S1G 0 , O z z BASIS OF BEARINGS N89052'54"E 2655.46' (M) L4 N89049'52"E 2654.91' (R5) S89050'59"W 2654.91' (R6) W1/16 ' 1327.74' (M) S89049'52"W 2655.48' (137) 1327.74' (M) L8 1181.90' (M) N89007'38"E 2668.05' (R8) N89053'35"E 2655.48, (M) L6 S89046'22"W 2655.49' (131) L7 L9 L5 S89049'52"W 2655.48' (137) N89007'38"E 2668.05' (R8) HELD 3-1/4" BRASS CAP PER DETAIL FOUND 2-1/2" BRASS CAP PER DETAIL ON IRON PIPE IN ROCK MOUND PER ON IRON PIPE AT FENCE CORNER HELD 3-1/4" ALUMINUM CAP PER (R1), FOR QUARTER CORNER PER (R4), FOR EAST CORNER DETAIL PER (R1) FOR WEST CORNER COMMON TO SECTIONS 17 & 20 COMMON TO SECTIONS 17 & 20 COMMON TO SECTIONS 17 & 20 T �tk\\ soci T Cm/:t T yA LO LO 1LO N N N N Cy T � 0 o 0 T T ^^ o ^ra_rnTN Z Zz mU)0pzo - U')NOO�NN N N Co N N N N A_ A CV�� T N � T ao ,- C:) zoToTo �zoU)zz Cj�1`�S�G'C C-; z DESCHUTES COUNW SURVEYOR 1 ?L� BY: Cu114007d HELD 3-1/4" BRASS CAP PER DETAIL PER (111), DOWN 0.6', FOR W1/4 CORNER OF SECTION 20 1326.35' (C), 1326.32' (R1) 1J N89057'29"E 2652.70' (M) S89050'32"W 2652.64' (R1) HELD 3-1/4" BRASS CAP PER DETAIL ON IRON PIPE IN ROCK RING PER (R1), FOR C1/4 CORNER OF SECTION 20 1326.35' (C), 1326.32' (R1) REGISTERED PROFESSIONAL BLAND SURVEYOR OREGON MARCH 11, 2014 CHRISTOPHER R. MUNSON 80548PLS RENEWS: 12/31/2024 W.O. # 21-019 PLATE ONE OF TWO RECORD OF SURVEY DECEMBER 4, 2023 LOCATED IN THE SOUTHWEST QUARTER OF SECTION 17 AND THE NORTHWEST QUARTER OF SECTION 20, TOWNSHIP 15 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON SURVEYOR'S NARRATIVE THE PURPOSE OF THIS SURVEY IS TO MAP AND MONUMENT THE RIGHT-OF-WAY OF FRYREAR BUTTE ROAD AS DEDICATED IN THE DEED OF DEDICATION RECORDED AS INSTRUMENT NO. 2023-26522 IN DESCHUTES COUNTY OFFICIAL RECORDS, AND AS REQUESTED BY OUR CLIENT, DESERT SPRINGS RANCH LIMITED PARTNERSHIP. SAID DEDICATION IS LOCATED IN THE NORTHWEST QUARTER OF SECTION 20 AND THE SOUTHWEST QUARTER OF SECTION 17, ALL LOCATED IN TOWNSHIP 15 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON. CONTROL FOR THIS SURVEY IS PER THE SURVEYS OF RECORD REFERENCED HEREIN AND THE MONUMENTS SHOWN AS HELD AND SET ON THIS MAP OF SURVEY. WE RECOVERED IN GOOD CONDITION THE FOUR MONUMENTS SET BY THE BUREAU OF LAND MANAGEMENT IN THEIR 2018 SURVEY FOR THE CORNERS OF THE NORTHWEST QUARTER OF SECTION 20, AND HELD THEM ACCORDINGLY. USING SINGLE PROPORTIONING, WE BROKE DOWN THIS QUARTER SECTION INTO SIXTEENTH SECTIONS, AND SET THE WEST 1/16TH CORNER BETWEEN SECTION 17 AND SECTION 20. FRYREAR BUTTE ROAD WAS ORIGINALLY DEDICATED BY ORDER OF THE DESCHUTES COUNTY COMMISSIONERS ON FEBRUARY 16, 1972, PER COMMISSIONERS' JOURNAL VOLUME 15, PAGE 331. AUBREY PERRY PERFORMED A SURVEY IN 1971 THAT BECAME THE BASIS OF THE DESCRIPTION FOR THAT DEDICATION, AND HE MONUMENTED THE CENTERLINE OF THE SAME. WE FOUND IN GOOD CONDITION THE MONUMENTS SET BY PERRY MARKING THE POINTS OF INTERSECTION (P.I.) #10 AND #12 AS SHOWN ON HIS MAP, AS WELL AS THE ASSOCIATED BEARING TREES NOTED IN HIS SURVEY; WE HELD THESE MONUMENTS ACCORDINGLY. P.I. #11 IS LOCATED VERY CLOSE TO A OVERHEAD POWER TRANSMISSION LINE AND ACCESS ROAD, AND WAS NOT FOUND, ALTHOUGH WE FOUND AN OLD WOODEN STAKE NEAR OUR CALCULATED SEARCH LOCATION. WE ROTATED AND SCALED PERRY'S RECORD MEASUREMENTS BETWEEN P.I. #10 AND P.I. #12 IN ORDER TO CALCULATE THE POSITION OF P.I. #11, AND OUR POSITION MATCHED VERY CLOSELY WITH THE SINGLE REMAINING BEARING TREE NOTED BY PERRY AT THIS LOCATION, CORROBORATING OUR RESOLUTION (THE OTHER BEARING TREE WAS FOUND UPROOTED & MOVED, AND UNUSABLE FOR SURVEY PURPOSES). ALTHOUGH OUR CALCULATED BEARINGS ARE NOTABLY DIFFERENT FROM PERRY'S, OUR DISTANCES MATCHED WELL AND WE FIND THAT THE EXISTING MONUMENTS AND BEARING TREES MARK THE TRUE INTENT OF THE ROADWAY LOCATION. MONUMENTS MARKING THE NEWLY DEDICATED RIGHT-OF-WAY OF FRYREAR BUTTE ROAD WERE SET AS SHOWN ON THIS MAP OF SURVEY. THE FINAL CENTERLINE TANGENT CONNECTING TO THE EXISTING FRYREAR BUTTE ROAD IS COLLINEAR WITH THE TERMINAL TANGENT OF THE 1972 AS RESOLVED BY OUR SURVEY. BASIS OF BEARINGS FOR THIS SURVEY IS THE MEASURED LINE BETWEEN THE MONUMENTS MARKING THE QUARTER CORNER AND EAST SECTION CORNER COMMON TO SECTIONS 17 AND 20, USING GNSS OBSERVATIONS, THE NAD83(2011) EPOCH 2O10.00 DATUM REALIZATION, AND THE CENTRAL OREGON COORDINATE SYSTEM (DESCHUTESI3 TRANSFORMATION). NO UNUSUAL CONDITIONS WERE ENCOUNTERED OTHER THAN THOSE NOTED ABOVE. Munson & Associates Civil engineers I land surveyors 845 NORTHEAST 11TH STREET BEND, OREGON 97701 (541) 550-7396 www.munson-assoc.com DESCHUTESCOUNTYSURVEYOR . p61Aqzr By: C4/Lau M01T OF T �PQ`P y FVL TO G �� O J� T15S R11 E C? O � S18 S17 :30 S19 S20 2015 \�Q ��STRAL SVP �� AND MANP& WEST CORNER COMMON TO SECTIONS 17 & 20 DETAIL --NO SCALE �MENT of rti QQ` �FUI. TO O�Q J��P �N5S � 1/4 � j O S1sls2o � 2015 �G� Q �4STRAL Sv�J�� q ND MPNP� WEST QUARTER CORNER OF SECTION 20 DETAIL --NO SCALE GO RCO SF\ C 17 16 20 21 �ISS. Ft -�� EAST CORNER COMMON TO SECTIONS 17 & 20 DETAIL --NO SCALE �MENT of Tti QQ� �FOk_ ro ors F� S RryF TG92f� co zi 1/4 S17 :30 S20 2015 �Q ��STRAL Svc F4AND MPNPCa QUARTER CORNER COMMON TO SECTIONS 17 & 20 DETAIL --NO SCALE �MENT of Tti �PQ`P FUL Tp O T15S R11 E C6 C1/4 S20 p 2015 \p ��STRAL SVP��(,�� SAND MANP�' CENTER QUARTER CORNER OF SECTION 20 DETAIL --NO SCALE � 2023 REGISTERED PROFESSIONAL � LAND SURVEYOR OREGON MARCH 11, 2014 CHRISTOPHER R. MUNSON 80548PLS RENEWS: 12/31 /2024 W.O. # 21-019 PLATE TWO OF TWO