The URL can be used to link to this page

Home My WebLink AboutSurvey 20836D75-1 w c" 1/4 CORNER SEC.36 JSEC. 31 4A BOUNDARY SURVEY OF TAX LOTS 300 & 301 OF DESCHUTES COUNTY ASSESSOR'S MAP NO. 20-10-3100 SITUATE IN THE SW 1/4 OF SECTION 31, TOWNSHIP 20 S., RANGE 10 E.W.M., DESCHUTES COUNTY, OREGON LEGEND s s o° (1) UNFILED SURVEY BYAUBREY PERRY OF COMBINED Q9�2j2 TAX LOTS 300 & 301 FROM HAWTHORNE'S RECORDS ss�Fcc 9 0 COURTESY OF JEFF KERN PLS 2 Q.76� x ti MONUMENT TABLE (2) CSO4425 BY HAWTHORNE FOR R.M. RANYARD O, o-i (3) CS20319 BY LUCEY OF TAX LOT 200J (4) CSO4463 BY HANKINS FOR T. MENEFEE 1B) SW COR. SEC. 31, 3-1/4" BLM BRASS CAP (5) CS19509 BY MUNSON FOR THE ESTATE OF GARCIA / • o SET IN 1958 0.7' UP ON GALVANZIED IRON PIPE (6) CS16096 BY COLTON FOR WFLHD ,��'< �° 0.4' SW OF ANGLE IRON FENCE CORNER POST (7) CSO4429 BY SHOTTS FOR R.M. RANYARD Q.. �C;� V� 4A) (4) 3" BRASS CAP BY HANKINS 0.3' UP ON IRON (8) CS18132 BY NIEMI FOR FHWA �'� O O cow/ PIPE IN ROCK CIRCLE (9) CSO4461 BY A. PERRY FOR HOYT /,Qo4 G�►�°� \ 101) (3) N45W YPC ON #5 REBAR FWG, 1.7' SW'LY. (FBK) HAWTHORNE'S FBK 7 CSO4425 IN WHICH HE RETRACED /oo J '�P�`/ OF OLD 6'X6" DRIVEWAY GATE POST PERRY'S SURVEY (1) /°1- �p��J �O \ 102) (7) 3/4" ROUND IRON BAR 0.2' DOWN (D1) DEED 84-122 WALLACE TO KNUTSEN RECORDED /� j p�, ��/ 103) (3) N45W YPC ON #5 REBAR FWG, 2' 12/02/1947 � Q�ski W'LY. OF TOP OF BANK (D2) DEED 138-607 ZUERCHER TO RANYARD RECORDED Ag��O�Q. oo� 104) (2,FBK) 3/4" I.D.I.P. FWG, 6.5 E'LY. OF OLD POST & RAIL 4/16/1964 /A ,Z. `c,� �5 \ FENCE, 5 NORTH OF RIVER BANK REPLACEMENT OF PERRY'S FWG FLUSH WITH GROUND G. ; o°'`/`L WOODEN HUB OPC ORANGE PLASTIC CAP STAMPED WITH LS2253 / �O�p .�� 106) 3/4 IDIP 0.3 DOWN (DISTURBED) - DUG DOWN 1+ FOOT - I.D.I.P. INSIDE DIAMETER IRON PIPE / � oo/D� \ VERTICAL ENTRY NOT FOUND, APPROXIMATED FOR MEASUREMENT (C) COMPUTED ONLY, NOT MEASURED / jo`l� 107) (8) 2" ALUM. CAP ON #5 REBAR FWG, 1.8' SWLY. OF ® FOUND A MONUMENT AS DESCRIBED / oca "'o \ SOUTH EDGE PAVED DRIVEWAY IN THE TABLE �o• / 109) (8) 2„ ALUM. CAP ON #5 REBAR FWG, 2.3' N /"� cal \ N.LY OF 6 X8 FENCE CORNER POST ® SET AN OPC ATOP A #5 X 30" REBAR / 4",.� �° 521) (3) 1/2" REBAR - NOT TIED 0 X CALCULATED POINT °� /..�Q�p,`O - N o`N SET MONUMENTS °ti � J�3 h� o�`L``1 N0'° o cr 202) 0.1' UP /� i �'�'�� Nam\ N�c9. NQ, 203) 0.1-DOWN cn 4, /�� oj �� o 204) FWG w w � o� / N�y�?�t� 511) 0.1' DOWN, 0.8' W'LY. OF OLD POLE FENCE m � �o°ati°`/'I /� �3 °►�`11 tp 512) FWG, 1' NW'LY OF USFS BOUNDARY SIGN °`� "� �� -' 519 0.2' UP, 1' SE'LY OF WOODEN POST IN CONCRETE w w CALCULATED SOUTH °° �' /J cp ) z z LINE 1947 30' R.O.W. �' / 0 /°o, `-L S �-'\ a �. / �ti *0 �\ a) C)�O41/ IACb Ile �'N� ti o ,,�Ci op► �`V / / ti ti ti h N ro/ o \ °� \ ao)�ory vy � ° O o M ��' F-NCV Lo z z o, o TL 200 502 �� ,�� z \ Z "�ry� �' �'- y � CALCULATED POSITION FROM 0 nj� N y Z 6'0 w / RECORD SURVEY (3) NOT TIEDT 31 N 39032'40" E 11.67(C) Z Q m U- 0 �� cn (n M Co ��(V N� rn0Nco`f CD cooO�No(o NZNwNco N 3:o�w mOooNF��r U5 N c r O cv Q ' o 60 cM O w N Z N N Z Zgo 0o O U)Z ZZ N d 00 00 ~w m CL w a) 0 y _�A' O Nra ro3 5�`L 5� NN o 0 x � � 802 POINT ON SECTION LINE, c-4 t6 423' FROM SECTION CORNER � o i>>z C-4 � 0NO moo �Z00 SECTION SOUTH LINE CORNER 1B TWR 20 SOUTH S. 36 S. 31 � � 6' lzO r ta- do wwo �Qo FENCE VARIES N. FROM BEING ON THE mol PROPERTY LINE FROM -� THIS POINT TO 1.4' WEST O OF LINE AT THE NORTH END 04J 0co�� 8' coNe� 1.1' QO 0�� F � \lo t / �ttP�G� S 17°35'37" E 1.00' yo GO 507 TO 519- TL 300 ON EAST LINE REFERENCE TO 507 507 103 TO 519 N 33044'19" E Al�' ` 17.54' °�c�`I' �� N 17035'37" W 50.08'(C) �O N 16028' W 50'(9) C) Nj C) 0 %,4�y 006 0 M � - too °Nro ,� �0� N Iq v RIFFLE, AKA. SMALL N C� �� °�`L N°g �� y \ WATERFALL L.) ° Q� �1 Ul n in 1?s Alb �zAA j ��/ 40 �� 5y N 0042'32" E 30.75'(C) N 0°24' E 30.75'(1) N 0°24' E 30.3'(7) REGISTERED N PROFESSIONAL N LAND SURVEYOR O i X of OR E,00N IQ- SCOTT C. FRESHWATERS JANUARY 15, 1987 2253 RENEWS 12/31/2023 FRESHWATERS SURVEYING, INC. SCOTT C. FRESHWATERS PLS P.O. BOX 4524 SUNRIVER, OR 97707 541-593-1792 OFFICE CLIENT: DEAN RICHARDSON PROJECT NO. 10762 APRIL 28, 2022 NARRATIVE THE PURPOSE OF THIS SURVEY WAS TO SET THE MONUMENTS THAT DEFINE THE BOUNDARIES OF TAX LOTS 300 & 301 OWNED BY DEAN RICHARDSON. MR. RICHARDSON CONTACTED ME WHEN HE NOTICED MONUMENTS SET BY JOHN LUCEY, PLS PER CS20319 THAT CREATED A LINE THAT PASSED THROUGH HIS HOUSE. THE OUTER BOUNDARY OF MY CLIENT'S LOTS WAS FIRST SURVEYED BYAUBREY PERRY IN AN UNFILED SURVEY FOR TED WALLACE DATED 11-19-47. THIS SURVEY WAS APPARENTLY DONE TO DEFINE THE LAND AS CONVEYED IN DEED 84-122, WALLACE TO KNUTSEN RECORDED 12-02-47. A FACT CRITICAL TO MY SURVEY IS THAT BOTH THE AFOREMENTIONED DEED AND PERRY'S 1947 SURVEY CALL OUT OR SHOW THE "FOREST ROAD" (SOUTH CENTURY DRIVE) AS BEING A 30 FOOT WIDE RIGHT OF WAY. MIKE BERRY, PLS WHILE EMPLOYED BY DESCHUTES COUNTY DETERMINED IN A ROAD RESEARCH PAPER THAT PRIOR TO 12/1963 THE RIGHT OF WAY WIDTH OF SOUTH CENTURY DRIVE WAS 30 FEET VS. THE PRESENT DAY WIDTH OF 60 FEET. ORIGINAL MONUMENTS FROM SURVEYS (1), (2) & (7) WERE HELD TO CONTROL THIS SURVEY. TOPOGRAPHIC FEATURES AND STRUCTURES ARE FACTORS THAT LEND CREDENCE TO MY BOUNDARY RESOLUTION - THESE INCLUDE THE LONG STANDING FENCE LINE ALONG THE EAST LINE OF TAX LOT 300 THAT CLOSELY MATCHES MY LOCATION FOR THE EAST LINE, POINT (507) THAT FALLS ON A ROUND, 6" DIA. POST SET IN CONCRETE AT THE SAME LOCATION WHERE PERRY HAD SETAN IRON BOLT AND HAWTHORNE HAD SET ASPIKE IN A ROCK THAT MARKED THE SOUTH TERMINUS OF SAID EAST FENCE LINE, THE NOTCH IN THE NW CORNER OF THE GARAGE ON TAX LOT 300 THAT WAS APPARENTLY INTENDED TO PREVENT THAT CORNER FROM ENCROACHING UPON TAX LOT 301, AND THE LOCATION OF POINT (507) IN RELATION TO THE "RIFFLE" AS SHOWN ON SURVEYS (1) & (9). THE SURVEYED BOUNDARIES WERE DETERMINED BY BEGINNING AT MONUMENT (104) WHICH IS HAWTHORNE'S REPLACEMENT OF THE WOODEN STAKE SET BY PERRY IN (1), THEN TURNING HAWTHORNE'S (FBK) RECORD ANGLE OFF THE LINE FROM MONUMENT 104 TO THE WEST 1/4 CORNER OF SECTION 31 AND GOING HAWTHORNE'S MEASURED DISTANCE CALCULATED THE POSITION OF POINT (507) WHERE PERRY HAD SET AN IRON BOLT AND HAWTHORNE SET A SPIKE IN ROCK, NEITHER OF WHICH WERE FOUND. THEN, I ESTABLISHED THE NORTHWEST CORNER (510) BY INTERSECTING THE LINE FROM (104) TO THE 1/4 CORNER WITH THE SOUTH LINE OF COLTON'S (6) SURVEY DETERMINATION OF THE SOUTH LINE OF THE 60 FOOT RIGHT OF WAY LINE OF SOUTH CENTURY DRIVE. NOTE THAT THERE IS A SUBSTANTIAL DIFFERENCE FROM THE ORIGINAL WEST LINE OF PERRY'S SURVEY (1) AND THE CURRENT LOCATION OF THE WEST LINE OF SECTION 31. THIS COULD HAVE HAPPENED AS A RESULT OF PERRY POSSIBLY FINDING EVIDENCE OF THE SW CORNER OF SECTION 31 IN 1947 THAT WAS IN A DIFFERENT LOCATION THEN THE 1958 PROPORTIONED POSITION MONUMENTED BY THIELSEN IN 1958. IT SHOULD BE NOTED THAT THE FENCE ON THE SOUTH SIDE OF FALL RIVER THAT IS NEAR THE WEST LINE OF TAX LOT 202 WHICH, IF PROJECTED NORTH ACROSS FALL RIVER WOULD BE VERY CLOSE TO HITTING MONUMENT (104). ALSO, THERE IS A 30"+ DIA. PONDEROSA PINE TREE WITH A HEALED BLAZE IN THE CENTER OF THE NORTH FACE THAT IS 8-10 FEET EAST OF THE CURRENT WEST LINE OF SECTION 31, THIS COULD BE A LINE TREE SINCE IT IS 150'+ NORTH OF THE SW CORNER OF SECTION 31. WITH THE NW CORNER (510)AND THE CALCULATED POINT ON THE EAST LINE (507) ESTABLISHED I THEN CALCULATED THE ORIGINAL NW CORNER BY PROJECTING PERRY'S DISTANCE OF 394.45 FEET FROM (104) UPON THE LINE FROM (104) TO (4A) TO CALCULATE (529). THEN A DISTANCE - DISTANCE INTERSECTION WAS CALCULATED TO DETERMINE THE 1947 NE CORNER WITH THE DEED (D1) DISTANCE OF 164.2 FEET HELD FROM (529)AND 364.6 FEET HELD PER (1&2) FROM (507). WITH THE ORIGINAL NE CORNER THEN CALCULATED I SET THE NEW NE CORNER ON COLTON'S SOUTH RIGHT OF WAY LINE. THE DIVIDING LINE BETWEEN TAX LOTS 300 & 301 WAS DETERMINED BY TRAVELLING 1/3 OF THE DISTANCE BETWEEN (203) & (511) FOR THE NORTH CORNER BETWEEN THE TWO TAX LOTS. THIS IS IN KEEPING WITH THE INTENT OF DEED (D2). THE NORTH -SOUTH DIVIDING LINE BETWEEN THE TWO TAX LOTS WAS SET FROM (202)AND PROJECTING THE LINE SOUTHERLY THROUGH THE ORIGINAL MONUMENT (102) AS SET BY SCHOTT'S IN SURVEY (7). THE WEST LINE OF TAX LOT 301 WAS MONUMENTED AS BEING ON THE WEST LINE OF SECTION 31 AS THE POST 1958 SURVEYS SHOW. AS NOTED ON LUCEY'S SURVEY (3) THERE WOULD BE A GAP (GORE) BETWEEN TAX LOTS 200 & 300 BASED UPON THE 1 ° DIFFERENCE IN THE BEARING OF THE COMMON LINE PER DEEDS. THIS DIFFERENCE WAS DISCOVERED BY HAWTHORNE DURING HIS ANALYSIS AND RETRACEMENT OF PERRYS (1) SURVEY. JEFF KERN, FORMER DES. CNTY. SURVEYOR PROVIDED ME WITH HAWTHORNE'S FIELD NOTES (FBK) FROM SURVEY (2) IN WHICH HAWTHORNE, APPARENTLY AFTER TALKING WITH PERRY ABOUT THIS MATTER WROTE "PERRY STATES BEARINGS IN ERROR" AND".... SOLAR WILL BE NECESSARY." THEREFORE, JUST AS NATURE ABHORS A VACUUM THE COURTS ABHOR A GAP AND HAVE PROVIDED VARIOUS METHODS AND RULINGS TO DEAL WITH THEM. HAWTHORNE OBVIOUSLY WAS NOT CONCERNED ABOUT A POTENTIAL GAP AND SURVEYED THE COMMON LINE BETWEEN TAX LOTS 200 & 300 AS IF THERE IS NO GAP, AS THIS SURVEYOR ALSO DID. _SEeoa Sa