The URL can be used to link to this page

Home My WebLink AboutSurvey 20374RECORD OF SURVEY CITY OF BEND PROPERTY LINE ADJUSTMENT PZ 19-0401 LOCATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER (SE1/4 NW1/4) AND THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER (SW1/4 NE1/4) OF SECTION 32, TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND, DESCHUTES COUNTY, OREGON NOVEMBER 24, 2020 DESCHUTES COUNTY _SURVEYOR FILED 12-02-0 BY: ,Dvnkel. " 518" IRON ROD WITH 5/8 IRON ROD PER CS05288 YELLOW PLASTIC CAP MARKED "HWA" PER (R 1) DETAIL SCALE: 1" = 5' TAX LOT O \ j 171232AC01600 p c' \ per/ p'` '�� v '�h • ��1 Ajp' o )� S61'53'27"E `-"�o� �hh�o� 0.76' �� o �j, 25.01 (R4) ti� ��hh S61'43'13"E MC2 'Sst'(��9,`.` S ' .�h// 24.99 5/8"IRON ROD WITH �S O co / • O 24.60 YELLOW PLASTIC CAP 0S J j�86'��/ �L^ �Oic, (D2,H) MARKED "HWA-PER (R3) �G, SSSS• �,��, '//�o \ AF9T�Oti 4 , D TAX LOT 51 ( 2 D3 R3) O h� ci /� F A s' �� J �o �a o A0 ram, Al/ 5/8" IRON ROD ORANGE PLASCCI MARKED "B R DBC, / ORDINARY HIGH WATER LIN (SURVEYED 7-2-2019) MCI-4' ±3-5' STONE WALL OF , , y 171232AC01500 4.42 Sg 9 s f A' \ 7 O 69.0 J9 " 8g 11 5/8" IRON ROD WITH 10.41' S58'22'56"E Sj O FO,o 1 51 '� 89,16, (03) YELLOW PLASTIC CAP 7 78'(R5) 23• ��` ,off 2j0 \ 89.1 , 89, ls. iR�) MARKED "HWA"PER (R3) WITH S58 27 47 E •9� � ti0 S C CAP \ 7.78' N38029'09"E \ O�J CFO ��?0 ; ' �DETAIL` CON" ESET 1.68, 5 %s ? ` 1 ;' SCALE: 1" = 5' N,, DEDICATION DEED �`3 \ 0, N 38 34 00 E �a7 , �� , PER (D4) 8`3�'l1 \1 1.68'(R5) 351 0° IVY` o� ;r ► E `sSj3 �SJ✓/� --�»�» F23 0o s'S7 \ N ,\oy .28 12.00 r ADJUSTED S0� � PARCEL F 23 3�R F- 0.49 ACRES �6A \ SSS�• 'O4, .38,72 (R4,H) WARRANTY DEED , c�``� 03' \ s�3 60O INSTRUMENT N0.2020-2400 �Ogy 3 0o' \ M ' 0%. DETAIL 870 29 SEE DETAIL A f SCALE: 1" = 10' \70 S2, /' N51*35'25"W�S � 600' �22�S. 21.12'(R5) MC 1 / 2.79' > > 198• ('�'SJ 21.13'(P) �\ DEDICATION DEED ,5p' PROPERTY LINE PER (D4) ABANDONED PZ 19-0401 S73'49'43"E 26.35' D4 H S72S`S2 0�.0 1'p�'00, , S o � o 00.1 AP 518" IRON ROD WITH YELLOW PLASTIC CAP `� `SO ��' �2 ,��- -� • 00, MARKED "TYEENGINEERING" �. p"TAX LOT PER CS15291 ooa j/ 171232BDO4301 2`.00 2 `bo0� 88 2 S 0 2 9 o rev/ st J 8 9 , �� WSJ 00. � h �h1 ti��• / 2S h1 O TAX LOT SJ �h `00 i All A ,%cy/ 171232BDO4400 r� ��j DETAIL A � SCALE: 1" = 10' ro (V �b Qj • " �LS7�S' S50°46'05"E 6.81' R5 �� `bhp �� N 38 26 08 E S , " ( ) ^� p G0 0.70' �y, S51'31 23 E 6.76 �.` y� / �.� C. RAISED CONCRETE PATIO o2? BRASS SCREW& WASHER A O� �( MARKED "PLS 2384 NEARY" 'I'S� 9S, QSJ PER CS1189 70 Aj TAX LOT O ` Q1 PORTION OF L h ±3.5' STONE WALL rye 171232BDO4500 O �� %-K K• �O cV •ry�o 93, p 00, / BEND ADDI TION DRILL HOLE 6.77'�p. (R5) l20BLOCK 2 CO CRETE 6.79 ?S- 1-1/8" COPPER PLUG "BECON" PER (R5) S73. NARRATIVE WE WERE RETAINED BY NEWPORT AVENUE HOLDINGS LLC TO MONUMENT THE ADJUSTED PROPERTY LINES PER CITY OF BEND PROPERTY LINE ADJUSTMENT, PROJECT NO. PZ 19-0401. THE PURPOSE OF PZ 19-0401 IS TO CONSOLIDATE TAX LOTS 171232BDO4300 AND 171232BD04201. IN ADDITION TO THE CITY OF BEND PROPERTY LINE ADJUSTMENT PROJECT AS DESCRIBED ABOVE, I MONUMENTED THE CORNERS OF THE RIGHT OF WAY DEED ALONG NW NEWPORT AVENUE, WHICH WAS REQUIRED BY THE CITY OF BEND TO PROVIDE A 40.00 FOOT RIGHT OF WAY WIDTH FROM THE CENTERLINE OF NW NEWPORT AVENUE. THIS DEED WAS RECORDED ON OCTOBER 17, 2019 AS INSTRUMENT NO. 2019-39899, HEREIN REFERENCED AS (D4). THE LEGAL DESCRIPTION WITHIN THIS DEED WAS BASED ON THIS SURVEY AND PREPARED BY THIS OFFICE. UNLESS OTHERWISE NOTED ALL OF THE RECOVERED MONUMENTS REPORTED HEREON WERE HELD. NW NEWPORT AVENUE THE SOUTHERLY LINE OF NW NEWPORT AVENUE WAS ESTABLISHED BETWEEN THE MONUMENTED NORTHEAST CORNER OF THAT PORTION OF LOTS 9 AND 10, BLOCK 2, BEND ADDITION PER CS18189, ALONG THE WESTERLY RIGHT OF WAY OF WALL STREET AND THE MONUMENTED RIGHT OF WAY ANGLE POINT TO THE WEST PER CS19386. THIS SOUTHERLY RIGHT OF WAY WAS THEN OFFSET THE RECORD WIDTH OF 30.00 FEET AND 60.00 FEET NORTHERLY TO ESTABLISH A PORTION OF THE I CENTERLINE AND NORTHERLY RIGHT OF WAY RESPECTIVELY. THE WESTERLY RIGHT OF WAY OF WALL STREET AS REPORTED HEREON WAS ESTABLISHED BETWEEN SAID MONUMENTED NORTHEAST CORNER OF THAT PORTION OF LOTS 9 AND 10, BLOCK 2, BEND ADDITION PER CS18189 AND THE 1/2 INCH IRON ROD TO THE NORTH, REPORTED AS HELD ON CS15686 AND CS18189. THE INTERSECTION OF THE NORTHERLY RIGHT OF WAY OF NW NEWPORT AVENUE AND THE WESTERLY RIGHT OF WAY OF WALL STREET WAS ESTABLISHED ALONG SAID WESTERLY RIGHT OF WAY OF WALL STREET AS DESCRIBED ABOVE, 94.00 FEET NORTHERLY FROM THE INTERSECTION OF THE EASTERLY PROJECTION OF THE 60.00 FOOT WIDE NORTHERLY RIGHT OF WAY LINE REPORTED HEREON. THE WESTERLY PORTION OF THIS LINE WAS ESTABLISHED THROUGH THE TWO RECOVERED MONUMENTS PER CS15568 AND CS17885, TERMINATING AT THE EASTERLY PROJECTION OF THE 60.00 FOOT WIDE NORTHERLY RIGHT OF WAY LINE REPORTED HEREON. THE WESTERLY CORNER OF THIS PORTION OF THE NORTHERLY RIGHT OF WAY WAS COMPUTED 12.00 FEET NORTHERLY ALONG SAID MONUMENTED LINE PER CS18189. THE REMAINING NORTHERLY RIGHT OF WAY LINE REPORTED THIS SURVEY IS BASED ON RECOVERED MONUMENTS AND HELD RECORD DISTANCES. BROOKS STREET THE WESTERLY RIGHT OF WAY REPORTED HEREON WAS ESTABLISHED BETWEEN THE FOUND DRILL HOLE IN CONCRETE, REPORTED AS A BRASS SCREW PER CS19386 BETWEEN TAX LOTS 4400 AND 4500, AND A PROPORTIONED POSITION ALONG THE SOUTHERLY RIGHT OF WAY OF NW NEWPORT AVENUE. PROJECT BOUNDARY THE EASTERLY LINE IS IDENTICAL WITH THE WESTERLY RIGHT OF WAY LINE OF BROOKS STREET AS DESCRIBED ABOVE. THE SOUTHERLY LINE CONTAINS FOUR COURSES WHICH WERE ESTABLISHED AS FOLLOWS FROM EAST TO WEST. THE FIRST COURSE, N51031150"W 123.02' WAS ESTABLISHED BASED ON TWO PROPORTIONED POSITIONS ON EACH END OF SAID LINE. THE SECOND COURSE, S38-26-08"W 21.13, WAS ESTABLISHED BY FIRST ESTABLISHING THE LINE BETWEEN MONUMENTED CORNERS IDENTIFIED AS "A" AND "B" , WHICH CONTAINS THREE BEARINGS PER CS19386. THE SOUTHERLY END OF THIS SECOND COURSE WAS PROPORTIONED USING DISTANCES REPORTED ON CS19386. AFTER COMPUTING THIS COURSE I FOUND A 1" COPPER PLUG MARKED "BECON" AT THE SOUTHERLY END, THIS MONUMENT WAS ON MY COMPUTED POSITION AND HELD. THE THIRD COURSE, N58°10'52'W 121.98' WAS ESTABLISHED BY HOLDING THE INTERIOR ANGLE OF 96°37'00" PER CS19386 FROM THE SECOND COURSE. THIS LINE WAS THEN CLOSED ON THE SOUTHERLY LINE OF TAX LOT 4301 AS REPORTED HEREON. THE FOURTH COURSE, N51035'251W 2.79, WAS ESTABLISHED ALONG THE WESTERLY EXTENSION OF THE COMPUTED SOUTHERLY LINE OF TAX LOT 4301, CLOSING ON THE ORDINARY HIGH WATER LINE ESTABLISHED THIS SURVEY. THE WESTERLY LINE IS THE ORDINARY HIGH WATER LINE OF S73' 1/2"IRON ROD THE DESCHUTES RIVER ESTABLISHED THIS SURVEY BY $� 47, 57"E CONVENTIONAL SURVEY METHODS. REFERENCED ON TAX LOT (R2 & R4) 171232AC01400 � A1\ 4g'4 \ \ 3 49 '43"E 2116 0 6 07, iR�) \99y8 158 86, CIO . / � � P�. ` o !,gyp , �, �o cb cr � / �°� h'� po• lb 76 •`9%, r4S A. i166 9 96 / CO CO 00 j P 1 " COPPER DISK TS 9 & 10 MARKED "WHPACIFIC" PER (R4) REPORTED ON (R5) PORTION OF LOT 8 '" " �� 13.21' RECORD REFERENCES AS A BRASS SCREW �\ / IN MOST INSTANCES, BEARING AND OR DISTANCE REFERENCES REPORTED HEREONARE LIMITED TO THE LA TEST REPORTED RETRACEMENT. NAIL WITH ILLEGIBLE BRASS WASHER ` (R1) ALTA SURVEY: BY DAVID R. WILLIAMS; DATED 10-10-2003; FILED 10-13-2003 AS CS15568. PER CS15291 (R2) RECORD OF SURVEY: BY DAVID R. WILLIAMS; DATED 12-16-2003; FILED 12-18-2003 AS CS15686. 0 5 15 30 45 60 90 SCALE: 1" = 30' SALand Projects\180103-69 Newport Ave Building\d CURVE TABLE NO. LENGTH RADIUS DELTA CHORD Cl 68.17' 1262.00' 3'05'42" S57'06'10"E 68.16' Cl (R5) 68.17' 1262.00' 3'05'42" S57'01'19"E 68.16' 180103—ROS.dwg Nov 24, 2020 — 1 m (R3) RECORD OF SURVEY: BY DAVID R. WILLIAMS; DATED 12-10-2008; FILED 10-10-2008 AS CS17885. (R4) RECORD OF SURVEY: BY ANDREW N. HUSTON; DATED 9-8-2010; FILED 9-10-2010 AS CS18189. (R5) PROPERTY LINE ADJUSTMENT: BY ERIK J. HUFFMAN; DATED 2-27-2017; FILED 6-29-2017 AS CS19386. (D1) WARRANTY DEED - STATUTORY FORM: RECORDED 1-10-2006 AS INSTRUMENT NO.2006-01619. (D2) WARRANTY DEED: RECORDED 4-11-2006 AS INSTRUMENT NO.2006-24714. (D3) SPECIAL WARRANTY DEED: RECORDED 4-13-2006 AS INSTRUMENT NO.2006-25298. (D4) RIGHT OF WAY DEDICATION DEED: RECORDED 10-17-2019 AS INSTRUMENT NO. 2019 . `316?q 1 I=(,9=Rlll THE NORTHERLY LINE, BEGINNING AT THE INTERSECTION WITH SAID ORDINARY HIGH WATER LINE OF THE DESCHUTES RIVER IS BASED ON HOLDING MONUMENTED CORNERS PER CS19386 AND RECORD COURSES PER RIGHT OF WAY DEDICATION DEED, INSTRUMENT NO.2019-39899. THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM AS DETERMINED BY GPS OBSERVATIONS USING THE OREGON REAL-TIME GLASS NETWORK (ORGN). PROJECT BOUNDARY ADJUSTED PROPERTY LINE — CENTERLINE ADJACENT PROPERTY LINE PROPERTY LINE ABANDONED ---------- SURVEY TIE/INFORMATIONAL LINE — — ORDINARY HIGH WATER LINE (SURVEYED 7-2-2019) O 0 (R) (M) (H) (P) C1 DBC MCI ff 2-4 • Z o REGISTERED PROFESSIONAL LAND SURVEYOR OREGON SEPTEMBER 17, 2018 BENJAMIN J. HRON 92723 EXPIRES: 6/30/2021 FOUND MONUMENT AS NOTED FOUND 5/8" IRON ROD WITH ORANGE PLASTIC CAP, MARKED "BECON", PER (R5), DESTROYED BY CONSTRUCTION, NOT RESE SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP, MARKED "HWA" SET NAIL IN A DRILL HOLE WITH BRASS TAG MARKED "HWA REF MON", CORNER FALLS WITHIN FENCE POST COMPUTED POSITION, NOTHING FOUND OR SET RECORD BEARING/DISTANCE PER REFERENCES MEASURED THIS SURVEY HELD BEARING/DISTANCE PER REFERENCES PROPORTIONED DISTANCE CURVE NUMBER, SEE TABLE DESTROYED BY CONSTRUCTION MEANDER CORNER SHEET 1 OF 1 C$ 20314