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HomeMy WebLinkAboutSurvey 20779RECOVERED GOVERNMENT CORNER MONUMENTS BGL=BELOW GROUND LEVEL BPVMT=BELOW PAVEMENT M3 �.pND of Q �s Z5 o Fob �� Cl k/ 4 uw Q S15 S14 o N a O% 20 � � C �.r 9 4 � 114 SECTION CORNER SECTION 14 ONLY 1" IRON POST WITH 2-1/2" BRASS CAP, 0.3' BGL <R3> LS1026 1976 1/4 SEC. COR. SECTION 15 ONLY 2-1/2" O.D. IRON PIPE WITH 2-1/2" BRASS CAP IN MONUMENT CASE, 1.2' BGL <CS07953> M5 �.pND op �s Q s RioCl Z .� S10 S11 to W z S15 S14 zu O � ^ C S � 40, 7 9 4 � SECTION CORNER SECTION 14 ONLY 2" IRON POST WITH 2-1/2" BRASS CAP IN MONUMENT CASE, 2.0' BGL <R3> M6 E s o0 4C.7 T22S R10E G2 4 .G slol S11 S151 S14 N 4j 6 LS 1031 0 A- 2001 �c 4i�yO R S O� SECTION CORNER SECTIONS 10, 11 & 15 ONLY 2" O.D. IRON PIPE WITH 3-1/4" BRASS CAP IN MONUMENT CASE, 0.4' BPVMT. <OCRR 1583> RECORD OF SURVEY LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15, TOWNSHIP 22 SOUTH, RANGE 10 EAST, W.M., CITY OF LA PINE, DESCHUTES COUNTY, OREGON CITY OF LA PINE LOT LINE ADJUSTMENT FILE NO. 1OLLA-21 MARCH 2O22 NARRATIVE WE WERE RETAINED BY DESCHUTES COUNTY FACILITIES TO SURVEY AND MONUMENT THE EXTERIOR AND ADJUSTED CORNERS OF THE SUBJECT PROPERTY PER CITY OF LA PINE LOT LINE ADJUSTMENT, FILE NO. 10LLA-21. THE PROPERTIES INCLUDED IN THIS ADJUSTMENT ARE PARCELI AND PARCEL 2 AS DESCRIBED IN BARGAIN AND SALE DEED, RECORDED MARCH 1, 2004 AS INSTRUMENT NO.2004-10774. THESE LANDS ARE WITHIN THE BOUNDS OF LAPINE, RECORDED AUGUST 1, 1918 IN CABINET A AT PAGE 55 AND FILED AS CS07934 IN THE DESCHUTES COUNTY SURVEYOR'S RECORDS, HEREON REFERENCED AS (R2). SAID PLAT REPORTS RE-MONUMENTING GOVERNMENT CORNERS AROUND THE EXTERIOR OF THE PLAT FOR THE ORIGINAL GENERAL LAND OFFICE (GLO) SURVEY, REFERENCED HEREON AS (R1) SET STONES. THE LINE BETWEEN SECTIONS 14 AND 15 WHICH IS THE EASTERLY LINE OF LAPINE AND THE LANDS INCLUDED IN THIS SURVEY WAS RESURVEYED BY THE GLO IN APRIL 10-17, 1944 BY GEORGE F. RIGBY, THIS SURVEY IS REFERENCED HEREON AS (R3). THIS 1944 SURVEY IS TITLED "DEPENDENT RESURVEY AND PARTIAL SUBDIVISION OF SECTION 14". PER THE 2009 MANUAL OF SURVEY INSTRUCTIONS, A "DEPENDENT RESURVEY" IS A RETRACEMENT AND REESTABLISHMENT OF THE LINES OF THE ORIGINAL SURVEY OR OF A PRIOR RESURVEY IN THEIR TRUE ORIGINAL POSITIONS ACCORDING TO THE BEST AVAILABLE EVIDENCE OF THE POSITIONS OF THE ORIGINAL CORNERS. THIS 1944 GLO SURVEY DID NOT UTILIZE THE EXISTENT MONUMENTS CONTROLLING THE LINE BETWEEN SECTIONS 14 AND 15 AS REPORTED ON LAPINE (R2) AT THE TIME BUT RATHER SET NEW CORNER MONUMENTS. THIS CREATED AN OVERLAP ALONG THE LINE BETWEEN SECTIONS 14 AND 15 AS GRAPHICALLY DEPICTED HEREON, SEE "SECTION LINE DETAIL". THE SUBDIVISION OF SECTION 14 PER THE 1944 GLO SURVEY IS CONTROLLED BY THE CORNERS SET AND ACCEPTED BY GEORGE F. RIGBY. THESE CORNERS ARE REPORTED HEREON AS "SECTION 14 ONLY". MY OPINION ON THIS MATTER IS SUBSTANTIATED BY THE BUREAU OF LAND MANAGEMENTS (BLM) "DEPENDENT RESURVEY, SUBDIVISION OF SECTION 10 AND 11, AND METES -AND -BOUNDS SURVEYS", APPROVED MAY 28, 2004, HEREON REFERENCED AS (R11). THIS BLM SURVEY DETAILS THIS ISSUE BUT DOES NOT TAKE A POSITION AS TO THE OVERLAP. HUNTINGTON ROAD WAS ORIGINALLY ESTABLISHED AS THE B.J. PENGRA ROAD BY THE CROOK COUNTY COMMISSIONER'S JOURNAL 2 AT PAGE 745 ON JULY 9, 1898 WITH A FULL RIGHT OF WAY WIDTH OF 60 FEET. ESTABLISHMENT DOCUMENTS WERE PROVIDED TO ME BY THE DESCHUTES COUNTY SURVEYOR'S OFFICE AND WERE REVIEWED. THERE ARE THREE SURVEYOR'S REPORTS THAT WERE PROVIDED TO ME AS FOLLOWS: RD00841, RD00836 AND RD00843. THE SURVEYOR OF RECORD WHO CERTIFIED ALL THREE OF THESE REPORTS WAS KNOX HUSTON, CROOK COUNTY SURVEYOR. THE LOCATION OF THIS RIGHT OF WAY HAS BEEN PORTRAYED NUMEROUS WAYS SINCE ITS ESTABLISHMENT. I DONT BELIEVE THIS RIGHT OF WAY IS LOCATED IN THAT PORTION OF SECTION 15 PLATTED AS LAPINE, HEREIN REFERENCED AS (R2). HOWEVER IT APPEARS THAT THE WESTERLY LINE OF THIS RIGHT OF WAY IS IDENTICAL WITH THE EASTERLY LINE OF THE PLAT OF LAPINE (R2). I DID NOT ATTEMPT TO SURVEY THIS RIGHT OF WAY ON THE GROUND BUT HAVE BASED MY FINDINGS ON COMMON REPORT, THE PLAT OF LAPINE (R2) AND THE IRREGULARITIES OF THE LINE BETWEEN SECTIONS 14 AND 15 AS DESCRIBED ABOVE. SOUTH LINE THE SOUTH LINE IS PARALLEL WITH AND 30.00' NORTHERLY OF THE ONE -SIXTEENTH LINE BETWEEN THE S 1/16 CORNER OF SECTION 15 (M2) AND THE SE 1/16 SECTION CORNER (M7). WEST LINE THE WEST LINE IS IDENTICAL WITH THE EASTERLY RIGHT-OF-WAY LINE OF THE DALLES-CALIFORNIA HIGHWAY (US HWY 97). 1 WAS ONLY ABLE TO RECOVER ONE MONUMENT ALONG SAID EASTERLY RIGHT-OF-WAY, SO I SEARCHED THE WESTERLY SIDE AND WAS ABLE TO RECOVER ONE MONUMENT SET PER REFERENCE SURVEY (R13) ALONG WITH ONE MONUMENT REPORTED PER REFERENCE SURVEY (R13). 1 HELD THE LINE BETWEEN THESE TWO RECOVERED MONUMENTS AND OFFSET THEM 100' EASTERLY. NORTH LINE I DID NOT RECOVER SUFFICIENT MONUMENTATION TO FACILITATE A PROPORTIONED POSITION FOR THE NORTHWEST CORNER. I THEREFORE HELD THE INTERIOR ANGLE OF 79005'48" PER REFERENCE SURVEY (1310) AND PLACED THIS LINE ON THE RECOVERED 5/8" REBAR RECOVERED IN THE LOCUS OF THE NORTHEAST CORNER. THIS MONUMENT WAS SET PER REFERENCE SURVEY (R8) IN ERROR WITH RELATION TO THE EAST LINE, ALTHOUGH IT WAS HELD AS THE CORNER PER PARTITION PLAT NO.2001-76 (R9). EAST LINE THE EAST LINE IS IDENTICAL WITH THE EAST LINE OF SECTION 15, ALSO BEING THE EAST LINE OF THE PLAT OF LAPINE. I HELD A LINE BETWEEN THE S 1/16 SECTION CORNER OF SECTION 15 ONLY (M2) THROUGH THE 1/4 SECTION CORNER OF SECTION 15 ONLY (M4). THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM AS DETERMINED BY GPS OBSERVATIONS USING THE OREGON REAL-TIME GNSS NETWORK (ORGN). 0 20 40 80 120 160 240 SCALE: 1" = 80' LEGEND PROJECT BOUNDARY — SECTION LINE SUBDIVISION OF SECTION LINE RIGHT OF WAY CENTERLINE ADJUSTED LOT LINE ABANDONED LOT LINE ADJACENT PROPERTY LINE • 0 YPC GLO OCRR (R#) (H) CED RECOVERED SECTION CORNER RECORD REFERENCES (R1) ORIGINAL GLO PLAT OF T. 22 S., R. 10 E., WM, OR; APPROVED JANUARY 6, 1869. (R2) LAPINE: BY ROBERT B. GOULD; RECORDED AUGUST 1, 1918 IN CABINET AAT PAGE 55; FILED AS CS07934 IN THE DESCHUTES COUNTY SURVEYOR'S RECORDS. (133) GLO DEPENDENT RESURVEY AND PARTIAL SUBDIVISION OF SECTION 14, T. 22 S., R. 10 E., WM, OR; APPROVED AUGUST 11, 1944. (R4) PLAT OF SURVEY: BY W.C. KAUFFMAN; FILED OCTOBER 19, 1977 AS CS4806. (R5) SURVEY OF PREBLE WAY: BY W.C. KAUFFMAN; FILED NOVEMBER 1, 1983 AS CSO4844. (R6) PROPERTY SURVEY: BY EDGAR W. GRAVES; FILED MAY 24, 1985 AS CSO4842. (R7) MINOR LAND PARTITION MP-88-52: BY JAMES R. TYE; FILED JUNE 7, 1989 AS CSO4850. W W U) z O U) (R8) PLAT OF LOT LINE ADJUSTMENT: BY RAYMOND E. OMAN; FILED NOVEMBER 1, 1989 AS CSO4848. O V `vJ (R9) PARTITION PLAT NO. 1991-76: BY GARY W. HICKMAN; RECORDED NOVEMBER 18, 1991 IN A. / CABINET 1 AT PAGE 164; FILED NOVEMBER 21, 1991 AS CS05227. (R10) RECORD OF SURVEY: BY CLELL GOODWIN; FILED OCTOBER 21, 1992 AS CS11270. (R11) BLM DEPENDENT RESURVEY, SUBDIVISION OF SECTIONS 10 AND 11, AND METES AND BOUNDS SURVEYS, T. 22 S., R. 10 E., WM, OR; APPROVED MAY 28, 2004 Doti (R12) BOUNDARY SURVEY: BY MICHAEL W. TYE; FILED DECEMBER 20, 2004 AS CS16205. ��p`/ (R13) RECORD OF SURVEY: BY LINDA LEE MILLER; FILED FEBRUARY 6, 2006 AS CS16768. Q- „� •� RECOVERED QUARTER SECTION CORNER RECOVERED SUBDIVISION OF SECTION CORNER RECOVERED MONUMENT OF RECORD COMPUTED POSITION, NOTHING FOUND OR SET SET 5/8" REBAR WITH YPC MARKED "HWA' YELLOW PLASTIC CAP GENERAL LAND OFFICE OREGON CORNER RESTORATION RECORD ORIGIN OF MONUMENT RECORD PER REFERENCES HELD RECORD INFORMATION RECOVERED MONUMENT IDENTIFIER REGISTERED PROFESSIONA LAND SURVEY, OREGON JULY 10, 2007 PATRICK GAGE COLE 79157 EXPIRES: 12/31 /21 O Ci V v h PARCEL 1 S 10 : ; t����__ S 11 S15 41 4; V FRoi i TAX LOT 221015AD04301 TAX LOT 221015DA00100 MAG NAIL 2005— 75 <CSO4849> PAR TI TION PLAT No. 0.29' W. OFRM SECTION LINE DETAIL SCALE: 1" = 10' 1 I 1 S03'55'14"E 16.09'(R11) S03'33'31 "E 16.27'1 I1 M5 I or �w M M N N 00 00 "td- ww x - N N M LO r t\'cvr o !�' 00 0 N M Z Z 00 00 zZ I r rl r 1 r I r r r r S08'52'20"W 29.40' !r S08'25'40"W 29.13'(R11) Ii I r r r r 1 I \N 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 S:\Land Pro iects\210305—DC Sand Shed PLA\dwa\su 210305—ROS 18X24.dwq Mar 30, 2022 — 3:16pm 2 0 7 7 .: 1Y I. �- l- Z 22 Cod If ! 17 f N r'4 SHEET 1 OF 2 RECORD OF SURVEY LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 15 TOWNSHIP 22 SOUTH, RANGE 10 EAST, W.M., / CITY OF LA PINE, DESCHUTES COUNTY, OREGON �c / CITY OF LA PINE LOT LINE ADJUSTMENT FILE NO. 1OLLA-21 MARCH 2O22 RECOVERED J� CO � GOVERNMENT LEGEND y CORNER MONUMENTS S'T BGL=BELOW GROUND LEVEL BPVMT=BELOW PAVEMENT M1 Lp'N� of FOB �� [S 16 t� W a S15 S14 O N 0-4aZD � ^c S r r 9 4 S 1/16 SECTION CORNER SECTION 14 ONLY 1" IRON POST WITH 2-1/2" BRASS CAP, 0.2' BGL <R3> M2 S 1/16 SECTION CORNER SECTION 15 ONLY 1" I.D. IRON PIPE, 0.5' BGL <R2> D OF � 2y0 Fo9�� w 4 3 uI a S75 S14 c �2 a� ge 1 Qc r 9 4 1/4 SECTION CORNER SECTION 14 ONLY 1" IRON POST WITH 2-1/2" BRASS CAP, 0.3' BGL <R3> M7 SE IJ16 CORNER SECTION 15 1 "LD. IRON PIPE <R2> FROM WHICH 5/8"SM007-H IRON ROD BEARS N0900152E0.31' <UNKNOWN, ASSUMED ODOT> I PARCEL 2 I I MA NAIL <CSO4849> 0.29' W. OFR/W o� It rI TAX LOT 221015DA00203 00 00I PROJECT BOUNDARY �� - % (ory SECTION LINE tea• ��• SUBDIVISION OF SECTION LINE RIGHT OF WAY CENTERLINE O�� ADJUSTED LOT LINE � ABANDONED LOT LINE h ADJACENT PROPERTY LINE RECOVERED SECTION CORNER v v ►Q� RECOVERED QUARTER SECTION CORNER OQ� RECOVERED SUBDIVISION OF SECTION CORNER RECOVERED MONUMENT OF RECORD 0 COMPUTED POSITION, NOTHING FOUND OR SET 0 SET 5/8" REBAR WITH YPC MARKED "HWN' / YPC YELLOW PLASTIC CAP 5 GLO GENERAL LAND OFFICE .00, OCRR OREGON CORNER RESTORATION RECORD / 5000, < > ORIGIN OF MONUMENT (R#) RECORD PER REFERENCES (H) HELD RECORD INFORMATION RECOVERED MONUMENT IDENTIFIER / Ix 0 QG � S89'35'32"E 179.26' �^� ��• try ADJUSTED LOTLINE ti rl N h� ADJUSTED LOT 04 2.06 ACRES 3 C3 �0* INSTRUMENT NO.2022-10939, O.R. 00 N (V O O N A 5/8"SMOOTH IRON ROD 5�00, HELD FOR R/W 110 0.26' NORTH OF SUB. OF SEC. LINE 00, 5/8"REBAR WITH YPC "CWEC" <R 10> <UNKNOWN, ASSUMED ODOT> BEARS S0301537E 1.24' / FROM CORNER ./ 371.32' Q f tl PARCEL 1 I I QPARTITION PLAT NO. 1991-76 O L� � �cr -,q-in �"�o a; co � z _�_n IWww PARCEL 2 I N coo z 000z zzz� S7856'3 j» S7829,22„E 55 0.68'$ 0.- .(R10 59h � 6�1 60.00' 5/8"REBAR <R8> HELD FOR N. PROP. LINE BEARS N78'2922W 1.03' LOT L/NEABANDONED FROM CORNER (SEE NA RRA T1 VE) ADJUSTED LOT � o 6.95 ACRES 0) d- M INSTRUMENT NO.2022-10939, O.R. o (ori 0coIt * EASTL/NESECTION 15ANDPLATOFLAPINE— , DISTURBED 5/8"REBAR WITH YPC "CWEC" <R 10> BEARS S42°1033"W 0.34' FROM CORNER 515.44'(R2,H) 288.71(R13) / O N89'4013 W 886.76' 846.25'(R10) 288.57' 58.09' 58.09'�/ 57.95'- M S89'52'08"W 886.74'(R10) 846.40' o N89'40'13"W 1309.10' 34.84' M S89'53'48"W 1309.32'(R13) NINTH STREET U C TY sumvEyoij i n ZZ (-IVA Al V 5/8"REBAR WITH YPC "SCE&S" <R 12> S: \Land Pro jects\210305—DC Sand Shed PLA\dwg\survey\210305—ROS 18X24.dwg Mar 30, 2022 — 3: 07pm TH IRON ROD SMOO HELD FOR R/W 0.30' NORTH OF SUB. OF SEC. LINE <UNKNOWN, ASSUMED ODOT> TAX LOT 2210150000500 STA TU TOR Y WARRANTY DEED INSTRUMENT NO. 2011-25704 0 20 40 80 120 160 240 SCALE: 1" = 80' REGISTERED PROFESSIONP LAND SURVE C OREGON JULY 10, 2007 PATRICK GAGE COLE 79157 EXPIRES: 12/31/21 60.00' 0 30.00' M (R2,H) 0 0 0 M SECTION LINE DETAIL SCALE: 1" = 10' 1 I M3 r I I I I I I i I I I I I I EAST L/NESEC T/ON 15 AND PLAT OFLAPINE I I I I I � I N N �r w w -- a) co r,- 04 N M O O O O ( r) to zz tor+ W uj N IM00 rl- z z I I I I I I I I i ( I I 1 t 1 r� f " I t S11 24 59 W 14.68 S11'09'00"W 14.79'(R11) 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 M1 �p 0 y I'S 26779' SHEET 2 OF 2