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HomeMy WebLinkAboutSurvey 20987�1\`OZQC) r,- co o�C QAG� co W N O o coO cz I NO° 40' 24"W 80.001- (79.63')8 Iim DEED BOOK 246 PAGE 585 orno 4 c$ 4 ��� M CD co r r� 0 0 l r) ,I -co co 0 r M o T ,- 00 co r co 0) r 0o c) Co �i csi ►si co to N N N N N (.0cooCDco N N N N N co co I;t zn r � t— � o r d) O � � O c7 et m or)q 0 0 0 00 z z z z z4)1 LIVINGSTON DRIVE 14. co c^o -_ HIN— cn0 U.) U-)Iq NNE w—i � � I N Z 00 o -' • cr N 0 J PARCELI PARTITION PLAT 2007-45 PARCEL 2 PARTITION PLAT 2007-45 o �m DOCUMENT 2019-45978 M M - C1/4 COR. OF SEC. 35 1/2" IRON ROD FOUND PER ()1, Ro ()3, ()5, ()8, ()9, AND ()10 `:' UNABLE TO SET o GSg3N� TREE AT LOCATION V`'' pOG� 2 p39b � egg (S89° 46' 41 "E 340.22')4 cJ Z (N89° 53E 340')2 O (S89° 45151 "W 3401)3 (N89° 53-E N890 50' 12"E 339.42' N890 50' 12"E S890 50' 12"W 541.46' (N890 52' 17"E 541.30')8 US HIGHWAY 20 0 FOUND 5/8" IRON ROD SET PER CS 03074 2.0' SOUTH ON LINE HELD AS WITNESS CORNER 5/8" IRON ROD WITH YPC MARKED "AXIS MAPPING AND SURVEYING" PER ()8 (30.03')8 (30.00') 6 30.00' (SO' 44' 19"E 82.56')6 NO° 52' 02"W 82.61' 5/8" IRON ROD WITH YPC MARKED "HWA" PER ()6 1 z. NM o O c7 co �:w wwy N�r � qt -.:r cncnZ z NARRATIVE RECORD OF SURVEY FOR ANNEXATION LOCATED IN THE SOUTHEAST ONE —QUARTER OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 12 EAST, AND THE NORTHEAST ONE —QUARTER OF SECTION 2, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON. DATE: DECEMBER, 2022 (201�92')4 S13gao (N89° 42' 40�'E 202) 2 �, (S89 43 23 W 325.25�)5 OGUMoN2 6��'Z 325.46) 4 D S89° 55' 18"W (N89° 458.07 5 'DOG 6�5 202.04' -. - N89° 50' 12"E 325.24' 20223168. - C`) 50' 12"E 458.09' 202,E (N89° 43' 3411E 325.26')8 (N89° 54' 0011E 457.93'}8Ax N890 50' 12"E 1324.79' N89° 50' 12"E 1324.60' (N89° 50' 12"E 1324.60)9 (N890 55' 38"E 1324.36')8 BASIS OF BEARINGS 5/8" IRON ROD WITH YPC MARKED "BK RK PLS LS2257" PER ()4 SO° 32' 11 "E 80.00' (NO- 35' 47"W 80.00')9 (80.00')8 5/8" IRON ROD WITH YPC MARKED -� "REEVES LS 2677" PER ()5 5/8" IRON ROD WITH YPC MARKED "AXIS MAPPING AND SURVEYING" PER ()8 CAP ILLEGIBLE AT TIME OF SURVEY THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE EXTERIOR OF A FUTURE ANNEXATION INTO THE CITY OF BEND. THE PROPERTY TO BE ANNEXED INCLUDES LANDS AS DESCRIBED IN DOCUMENT NO.2008-37771 (THE SOUTHWEST ONE -QUARTER OF THE SOUTHEAST ONE -QUARTER OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE 12 EAST) AND ALSO INCLUDES THE ADJACENT ROAD RIGHT OF WAYS OF US HIGHWAY 20 AND BEAR CREEK ROAD. THE PROPERTY IS LOCATED IN THE SOUTHEAST ONE -QUARTER OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 12 EAST, AND THE NORTHEAST ONE -QUARTER OF SECTION 2, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON. THE NORTH LINE OF THE PROPERTY DESCRIBED IN DOCUMENT NO.2008-37771 WAS DETERMINED BY HOLDING FOUND MONUMENTS PER ()9 ON THE SOUTH RIGHT OF WAY LINE OF US HIGHWAY 20. THESE WERE ALSO HELD AS THE BASIS OF BEARINGS. THE EAST LINE OF THE PROPERTY DESCRIBED IN DOCUMENT NO.2008-37771 WAS DETERMINED BY HOLDING FOUND MONUMENTS AS SHOWN PER ()1, ()8, AND ()9. THE SOUTH LINE OF THE PROPERTY DESCRIBED IN DOCUMENT NO.2008-37771 WAS DETERMINED BY HOLDING FOUND MONUMENTS AS SHOWN PER ()8 AND ()9 ON THE NORTH RIGHT OF WAY LINE OF BEAR CREEK ROAD. THE WEST LINE OF THE PROPERTY DESCRIBED IN DOCUMENT NO.2008-37771 WAS DETERMINED BY HOLDING FOUND MONUMENTS PER ()6 AND ()8. THE CENTERLINE OF US HIGHWAY 20 WAS DETERMINED BY HOLDING A LINE 40.00 FEET NORTHERLY OF AND PARALLEL WITH THE NORTH LINE OF THE PROPERTY DESCRIBED IN SAID DOCUMENT 2008-37771. THE NORTH RIGHT OF WAY LINE WAS DETERMINED BY HOLDING A LINE 40.00 FEET NORTHERLY OF AND PARALLEL WITH THE CENTERLINE OF US HIGHWAY 20. FOUND MONUMENTS AS SHOWN PER ()4 AND ()5 FIT WITH THIS DETERMINATION. THE NORTHERLY WEST END MONUMENT WAS SET ON THE 1/16TH LINE BETWEEN FOUND MONUMENTS AS NOTED AT NORTH RIGHT OF WAY LINE OF US HIGHWAY 20. THE NORTHERLY EAST END MONUMENT WAS HELD PER O5 ON THE 1/6TH LINE. THE CENTERLINE OF BEAR CREEK ROAD WAS DETERMINED BY HOLDING FOUND MONUMENTS AT THE SOUTH ONE -QUARTER CORNER OF SECTION 35 AND THE EAST 1/16TH CORNER ON THE SOUTH LINE OF SECTION 35. FOUND MONUMENTS ON THE NORTH RIGHT OF WAY LINE/SOUTH LINE OF SAID DOCUMENT NO.2008-37771 FIT WITH THIS DETERMINATION. THE SOUTH RIGHT OF WAY LINE WAS DETERMINED BY A LINE 30.00 FEET SOUTHERLY OF AND PARALLEL WITH THE CENTERLINE OF BEAR CREEK ROAD. THIS FIT WELL WITH FOUND MONUMENTS PER ()7. THE SOUTHERLY EAST END MONUMENT WAS HELD PER ()7. THE SOUTHERLY WEST END MONUMENT WAS SET ON THE 1/16TH LINE 30.00 FEET SOUTHERLY OF THE CENTERLINE OF BEAR CREEK ROAD. THE BASIS OF BEARINGS WAS HELD BETWEEN FOUND MONUMENTS ALONG THE SOUTH RIGHT OF WAY LINE OF US HIGHWAY 20 PER CS 19430, RECORDS OF THE DESCHUTES COUNTY SURVEYOR'S OFFICE. 5/8" IRON ROD WITH YPC MARKED "HWA" PER ()6 CAP MISSING AT TIME OF SURVEY ANNEXATION PARCEL 41.36 ACRES TOTAL DOCUMENT 2008-37771: 37.11 ACRES EXISTING RIGHT OF WAY: 4.25 ACRES U-)o o, ti 5/8" IRON ROD WITH YPC MARKED llz" 0 "AXIS MAPPING AND SURVEYING" PER ()8 zz S1/4 COR. OF SEC. 35 co ° 1 3" BRASS CAP PER OCRR 1306 NO° 37' 15"W 29.99' S890 41' 32"E 1323.80' (N89° 35' 58"W BEAR CREEK ROAD NO° 24' 01 "E 30.01' A._ N890 41' 34"W 661.85' DOCUMENT 2011-11448 co (S89° 41' 3411E 1324.04')9 S890 41' 34"E 1324.04' 1324.34')1 (N890 3621 "W N890 41' 34"W 1323.93' 5/8" IRON ROD WITH YPC MARKED "SCE&S" PER O1 5/8" IRON ROD WITH YPC MARKED "LS 2527" PER ()9 E1 /16 COR. OF SEC. 35 & 2 5/8" IRON ROD WITH YPC MARKED "SCE&S" PER ()1 5/8" IRON ROD WITH YPC MARKED "MSC LS 58541"PER ()7 1323.65')8 (S890 41' 34"E 1324.02')9 SEC. 35, T17S, R12E SEC. 2, T18S, Ill 2E 612.08' (612.08')7 N890 41' 34"W 662.08' (S89° 42' 4511E)7 N Li N N r w Lo ao co 0 Co cn co 5r) CLo co cm CV 1` N N N Lu Lo r N r-- co N 50 M Cm M 0 C/)Z Z co 0 m cli a �o !F-o ,co O CD - OOOO u) u) m c coo u') U")Lo w� T Un w_ w co bo � N 0 O� C�M M � °° z DC) o .� z DOCUMENT 2012-35871 CS 03067 (30.00') 8 (No. 38' 15"W 30.001)9 ! SO° 10' 20"E 30.00' 50.00' (50.01')7 L SO° 09' 47"W 30.00' PARTITION PLAT 2009-36 (SO° 26' 49"W 30.00')7 • FOUND MONUMENT AS NOTED, HELD. SEARCHED FOR, NOT FOUND. Q SET 5/8" X 24" IRON ROD WITH A YPC, MARKED "H.A. MCCOY ENGR". YPC YELLOW PLASTIC CAP. 01 INDICATES RECORD INFORMATION PER BOUNDARY SURVEY, FILED AS CS 03067, 10/07/1986, TYE. ()2 INDICATES RECORD INFORMATION PER CS 03070, RISEN E. ()3 INDICATES RECORD INFORMATION PER PROPERTY SURVEY, FILED AS CS 3082, 07/28/1976, GRAVES. ()4 INDICATES RECORD INFORMATION PER BOUNDARY SURVEY, FILED AS CS 13980, 03/22/2000, KARL. 05 INDICATES RECORD INFORMATION PER BOUNDARY SURVEY, FILED AS CS 16452, 06/10/2005, REEVES. ()6 INDICATES RECORD INFORMATION PER TRADITIONS EAST, FILED AS CS 16760, 02/06/2006, WILLIAMS. ()7 INDICATES RECORD INFORMATION PER PARTITION PLAT 2009-36, FILED AS CS 18063, 10/26/2009, VOLNY. 08 INDICATES RECORD INFORMATION PER BOUNDARY SURVEY, FILED AS CS 19355, 05/22/2017, LUCEY. 09 INDICATES RECORD INFORMATION PER PROPERTY LINE ADJUSTMENT SURVEY, FILED AS CS 19430, 08/09/2017, STICHLER. ()10 INDICATES RECORD INFORMATION PER MASON ESTATES FIRST ADDITION, PHASE II, FILED AS CS 14086, 06/28/2000, MANLEY. CS COUNTY SURVEY NUMBER, DESCHUTES COUNTY SURVEY RECORDS. OCRR OREGON CORNER RESTORATION RECORDS. Di:SCHUTTES COUNTY SURVEYOR � os � 1 FILM AIl1TCC1 1. ALL ENCUMBRANCES AND EASEMENTS AFFECTING THESE TRACTS ARE NOT NECESSARILY SHOWN. 1Z-Z-2o2� REGISTERED PROFESSIONAL LAND SUR�iE (0 SCALE: 1" = 100' FOR 18"x24" SHEETS OtREGO NOVEMB09JASONES0 50' 100, 200' 8 EXPIRES 6/30/24 11A, MTOY ENGIN£ERING & SURVEYING LLC 1180 SW LAKE ROAD SUITE 201 REDMOND, OR 97756 (541) 923-7554 �nQ• HAYDEN HOMES LLC 2464 SW GLACIER PL #STE 110 REDMOND, OR 97756