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HomeMy WebLinkAboutSurvey 21505SHEET 1 OF 3 PROPERTY LINE CONSOLIDATION ADJUSTMENT LOCATED IN THE SOUTH ONE-HALF OF THE SOUTHWEST ONE -QUARTER OF SECTION 10, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON. CITY OF REDMOND CASEFILES: 71 1-24-000200-PLNG (LLC), 71 1-24-000201-PLNG (LLC), 71 1-24-000202-PLNG (LLA), 71 1-24-000203-PLNG (LLA), 71 1-24-000204-PLNG (LLA), 71 1-24-000205-PLNG (LLA), 71 1-24-000206-PLNG (LLA) DATE: MARCH, 2025 - ENS 2423-06487 N890 44' 27"E 1323.55' (N890 48' 20"E 1323.54')8 (S890 50' 31 "W 1323.55')3, 11 0 octimoV7' -� �- TRACT B, DOCV N890 44' 27"E 1294.63' (N890 48' 20"E 1294.62')8 (S89050' 31"W 1294.63')11 707.28' (707.28')11 587.35' (587.35')11 �3848 -� DOCUMENT 2022-29766 i 809.23' �t �� 485.40 \ 5/8" IRON ROD WITH YPC MARKED "H.A. MCCOY ENGR" SET PER ()11, FOUND PER THIS SURVEY \ IR WIT C1 /4 COR. SEC. 10 ° ci 0 N TRACT K SEE SHEET 2 N890 44' 2711E 928.64' co 809.48' - r 00 TCOM� �� oLc�o�N N co N N cM 000aoo c0 co co Lo Co co (O c0 CD to o TRACT 6 N SEE SHEET 2 w w W rC)Lr)WN ��.��o 0 0 Co o T- O O O o p cn cn cn Z Z / U N890 44' 27"E 991.76' c6 c6 � 809.7T r r r co cy) cy) T- r r r LV N O O (SO° 06 48"E 5.00')4 0 0 0 - NO° 11' 52"W 5.00' z z z 5/8" IRON ROD WITH YPC MARKED "HWA" SET PER ()9, FOUND PER THIS SURVEY (S89° 54' 12"W 282.00')4 N890 48' 08"E 281.89' N890 14' 33"W 190.21' (S890 08' 29"E 190.21')4 (S890 03' 53"E 190.19')6 v NO CAP ui N830 54' 26"W 19.70' m (S830 48' 22"E 19.70')4 w (S83° 52' 59"E 19.68)6 N680 50' 39"W 36.82' (S68° 44' 35"E 36.82')4 (S680 46' 14"E 36.83')6 N810 38' 47"W 24.31' (S810 32' 43"E 24.31')4 (S81 ° 41' 49"E 24.25')6 DOCUMENT 2009-38280 r �`t r cn co CM Lo d' Lo Lo N Lo o6c6c6c6o6o; Lo Lc) Lo Lo Lo Lf) c0 w co c0 co c0 w w � W W r` � a') Nt o r r M mt W N 00000r 000000 cncnzcnzcn I SCALE: 1 " = 100' FOR 18 x24 SHEETS I cm 0 50' 100, 200' O W1 /16 COR. SEC. 10/15 SEARCHED FOR, NOT FOUND M 00 N co co (SO° 09' 14"E 27.65')9 cM" (NO' 04' 39"W 27.65')6 NO° 1 O' 20"W 27.71' (NO° 03' 44"W 11.71')4 (SO° 03' 44" E 11.71') 3 f NO° 10' 20"W 11.71' =-16.00' �--24.84' (24.75')6 \ 13.79' (13.92')6 N 88° 43' 52"W 38.63' (S880 37' 48"E 38.63')4 (S88° 30' 17"E 38.67')6© N89° 46' 09"W 459.96' (S89° 40' 0511E 459.96')4 (S890 41' 0911E 460.00')6 ILLEGIBLE CAP DOCUMENT 2005-63424 (NO° 04' 17"W 30.00')11 (NO' 09' 14"W 30.25')9 (NO° 04' 39"W 30.00')6 -NO° 10' 20"W 30.00' (N89° 47' 59"E N890 42' 56"E TRACT G SEE SHEET 2 (S89° 59' 49"W 890.22')4 (N89° 59' 49"E 890.22')3 N890 53' 45"E 890.32' 810.06' - i ? �� N N N to0in W O c� N c'7 cM to N cy) M c�ncnZ� BENT SOUTH WITH NO CAP o (N890 49' 00"E 63.67')4, 7 coo S890 42' 56"W 63.67' 0 290.40')6 c" (N89° 47- 59"E 156.69')6� 290.45' - N89042' 56"E 156.69' ADJUSTED LINE 5/8 ON ROD H YPC M KED K&E \ \ EXC INC LS 2596" IN MONUMENT BOX OLD LINE o SET PER ()10, FOUND PER ()11, ()12, \ cs o AND THIS SURVEY OLD LINE NO° 14' 33"W 1318.33' (NO' 08' 29"W 1318.25')3, 11 (SO° 10' 48"E 1318.27')8 ADJUSTED LINE 1 /2" IRON PIPE WITH YPC MARKED "POVEY & ASSOC." SET PER ()8, FOUND PER ()11 AND ()12. 119.16' FOUND BENT PER THIS SURVEY OLD LINE REPLACED WITH 5/8" IRON ROD \ WITH YPC MARKED "H.A. MCCOY ENGR". N890 44' 27"E 28.92'----' (N890 48' 20"E 28.92')8 (S89° 50' 31 "W 28.92')11 o (N89° 45' 3311E 28.91')12 N SEE SHEET 3 FOR \ \ C-S1/16 COR. SEC. 10 TRANSFER PARCELS SEARCHED FOR, NOT FOUND ADJUSTED LINE l 181.99' OLD LINE ADJUSTED LINE N co TRACT L N SEE SHEET 2 1 06 00 80.26' / w / M / oM ` / 0 TRACT E zo c SEE SHEET 2 N ADJUSTED LINE (N890 49' 0011E 369.33')4 N890 42' 56"E 369.31' 284.66 84.66' - OLD LINE CD 0 00 TRACT C SEE SHEET 2 \ o ADJUSTED LINE } 1 0 0 r ti r r z z (N89049' 00"E 15.50')4, 7 42'56"W 15.50' 244.50' (244.50')7S89° 42'56"W 260.OV(N89° t-S8190 49' 00"E 260.00')7 � ccmN w DOCUMENT 2008-48727 co o N N M ;it bo v- Q ao o T z u D z z (N890 49' 00"E 260.00')7 \ 40.l N89° 42' 56"E 260.00' S890 42' 57"W 1325.16' (S890 49' OO"W _(S89° 42' 51 "W 1325.16')9_ T(N89° 47' 59"E S1/4 COR. SEC. 10 0 2.5" BRASS CAP ON 3/4" IRON PIPE Cl IN MONUMENT CASE SET PER ()5. 0 BRASS CAP AND MONUMENT CASE LID MISSING PER ()12 AND THIS SURVEY. / OLD LINE i / (S890 49' 00"W 30.00')3, 4 S890 42' 57"W 30.00' / WIDTH VARIES ()3, 4 (S890 49' 00"W 784.33')4 NO° 111' 43' W 30.00' S890 42' 56"W 784.33' -� 484.33' S89° 42` 56"W 524.33' 1325.16')3, 4, 11 E ANTLER AVENUE 1325.11')6 DESCHUTES COUN-TY S j0R ro 03 as zoz� �Y. c� i 1 i ns LEGEND 30.00' ® FOUND MONUMENT AS NOTED, HELD. e FOUND 5/8" IRON ROD WITH YPC MARKED "ARMSTRONG LS1026" PER ()4, HELD. CAP FOUND INTACT AT TIME OF SURVEY WIDTH VARIES UNLESS OTHERWISE NOTED. SEE DETAIL A SHEET 3 0 FOUND 5/8" IRON ROD WITH YPC MARKED "LS2527" PER ()6, co M N N do' coo ao 0 N o .- r o 0 zz _u I _N c r N N T CO 00 ° T- T ce) c/p T_ M r r wW M N Ioo C/)U) W, rn w z I� -- HELD. 0 FOUND 5/8" IRON ROD WITH YPC MARKED "SCE&S" PER ()7, w HELD. o J - SEARCHED FOR, NOT FOUND. o :5 Fr O SET 5/8" X 24" IRON ROD WITH YPC MARKED "H.A. MCCOY < ENGR". cn j > z YPC YELLOW PLASTIC CAP. Q SUM OF MULTIPLE DISTANCES FROM NOTED RECORD. ()1 RECORD INFORMATION PER BROOKS-WILLAMETTE PLANT SITE N 0o " SURVEY, FILED AS CS 01049, 01/22/1965, MOSHER. LooMr- un Lf� Ln cfl cm co co (0 0 ()2 RECORD INFORMATION PER RECORD SURVEY FOR BROOKS M m c`') m Z N N N N Q SCANLON INC., FILED AS CS 01041, 06/07/1978, BUSSARD. m ()3 RECORD INFORMATION PER BOUNDARY SURVEY OF CROWN w w p PACIFIC PLYWOOD PLANT SITE, FILED AS CS 11696, 12/10/1993, M �m -r- cn cM N � N ARMSTRONG. C5 , , cn r o r r Q m ()4 RECORD INFORMATION PER BOUNDARY LINE SURVEY FOR o z o o cnzzcn CROWN PACIFIC, LTD., FILED AS CS 11792, 04/05/1994, � ARMSTRONG. ()5 RECORD INFORMATION PER VISTA LA MONTE INDUSTRIAL PARK, Y /� W I FILED AS CS 16209, 12/22/2004, BAHRKE. Z O co ()6 RECORD INFORMATION PER MAP OF SURVEY, g FILED AS CS 16230, 01/04/2005, STICHLER. ()7 RECORD INFORMATION PER BOUNDARY SURVEY, `n > z FILED AS CS 16771, 02/08/2006, TYE. ()8 RECORD INFORMATION PER PROPERTY LINE ADJUSTMENT LLA-06-28, FILED AS CS 17159, 12/26/2006, POVEY. ()9 RECORD INFORMATION PER RECORD OF SURVEY, FILED AS CS 20905, 08/30/2022, COLE. Y ()10 RECORD INFORMATION PER cc RECORD OF SURVEY - RESTORATION OF MONUMENTATION, CL FILED AS CS 20991, 12/12/2022, SWENSON. cc ()11 RECORD INFORMATION PER PROPERTY LINE ADJUSTMENT, D FILED AS CS 21076, 05/04/2023, SIMES. N Z �_ - ()12 RECORD INFORMATION PER RECORD OF SURVEY, � PRE -CONSTRUCTION CONTROL RECOVERY AND RETRACEMENT 0 SURVEY, FILED AS CS 21444, 01/06/2025, PACHECO. g CS COUNTY SURVEY NUMBER, DESCHUTES COUNTY OFFICIAL RECORDS. cn SHEET INDEX 1. RESULTANT TRACTS, LEGEND, oz- SHEET INDEX. REGISTERED 2. TAX LOT AND TRACT NOTES, PROFESSIONAL NARRATIVE, CONSOLIDATION LAND SURV OR AND ADJUSTMENT DETAILS. 3• TRANSFER PARCEL DETAILS, 40.00, LINE TABLE, CURVE TABLE, OREGON DETAIL A. INOVEMBER 10,V0091 JASON L. S MES 83256PLS 00 EXPIRES 6/30/26 14. A. M c C 0- Y ENGINEERING & SURVEYING LLC U80 SW LAIC ROAD SUITE 201 REDMOND, OR 97756 (541) 923-7554 PREPARED FOR. LIVESTOCK, REDMONDDLLC 2312 CONDOR DRIVE REDMOND, OR 97756 0 SHEET 20F3 PROPERTY LINE CONSOLIDATION AND ADJUSTMENT .LOCATED IN THE SOUTH ONE-HALF OF THE SOUTHWEST ONE -QUARTER OF SECTION 10, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON. CITY OF REDMOND CASEFILES: 71 1-24-000200-PLNG (LLC), 71 1-24-000201-PLNG (LLC), 71 1-24-000202-PLNG (LLA), 71 1-24-000203-PLNG (LLA), 71 1-24-000204-PLNG (LLA), 71 1-24-000205-PLNG (LLA), 71 1-24-000206-PLNG (LLA) DATE: MARCH, 2025 TAX LOT AND TRACT NOTES 711-24-000200-PLNG (LLC), DOCUMENT 2024-33748 1Q TAX MAP 151310CD, TAX LOT 100 ORIGINAL VESTING DEED: DEED BOOK 124, PAGE 22 AREA BEFORE CONSOLIDATION: 10.04 ACRES MEASURED O2 TAX MAP 151310CD, TAX LOT 1101 ORIGINAL VESTING DEED: DEED BOOK 81, PAGE 40 AREA BEFORE CONSOLIDATION: 0.36 ACRES MEASURED O TRACT A AREA AFTER CONSOLIDATION: 10.40 ACRES MEASURED 711-24-000201-PLNG (LLC), DOCUMENT 2024-33749 O4 TRACT A AREA BEFORE CONSOLIDATION: 10.40 ACRES MEASURED O TAX MAP 151310CD, TAX LOT 99 ORIGINAL VESTING DEED: DOCUMENT 2024-28106 AREA BEFORE CONSOLIDATION: 1.15 ACRES MEASURED O TRACT B AREA AFTER CONSOLIDATION: 11.55 ACRES MEASURED 711-24-000202-PLNG (LLA), DOCUMENT 2024-33750 TAX MAP 151310CD, TAX LOT 1100 ORIGINAL VESTING DEED: DOCUMENT 1990-28472 AREA BEFORE ADJUSTMENT: 2.70 ACRES MEASURED �8 TRACT B AREA BEFORE ADJUSTMENT: 11.55 ACRES MEASURED O TRANSFER PARCEL FROM TAX LOT 1100 TO TRACT B AREA: 1.21 ACRES MEASURED 10 TRACT C AREA AFTER ADJUSTMENT: 1.49 ACRES MEASURED 11 TRA T D AREA AFTER ADJUSTMENT: 12.76 ACRES MEASURED 711-24-000203-PLNG (LLA), DOCUMENT 2024-33751 12 TAX MAP 151310CD, TAX LOT 303 ORIGINAL VESTING DEED: DOCUMENT 1994-17353 AREA BEFORE ADJUSTMENT: 2.65 ACRES MEASURED 13 TRACT D AREA BEFORE ADJUSTMENT: 12.76 ACRES MEASURED G TRANSFER PARCEL FROM TAX LOT 303 TO TRACT D AREA: 0.21 ACRES MEASURED 15 TRACT E AREA AFTER ADJUSTMENT: 2.44 ACRES MEASURED 16 TRACT F AREA AFTER ADJUSTMENT: 12.97 ACRES MEASURED 711-24-000204-PLNG (LLA), DOCUMENT 2024-33752 17 TAX MAP 151310CD, TAX LOT 302 ORIGINAL VESTING DEED: DEED BOOK 142, PAGE 281 AREA BEFORE ADJUSTMENT: 5.04 ACRES MEASURED 18 TRACT F AREA BEFORE ADJUSTMENT: 12.97 ACRES MEASURED 19 TRANSFER PARCEL FROM TAX LOT 302 TO TRACT F AREA: 0.71 ACRES 20 TRACT G AREA AFTER ADJUSTMENT: 4.33 ACRES MEASURED 21 TRACT H AREA AFTER ADJUSTMENT: 13.68 ACRES MEASURED 711-24-000205-PLNG (LLA), DOCUMENT 2024-33753 22 TAX MAP 151310CD, TAX LOT 301 ORIGINAL VESTING DEED: DEED BOOK 139, PAGE 273 AREA BEFORE ADJUSTMENT: 5.31 ACRES MEASURED 23 TRACT H AREA BEFORE ADJUSTMENT: 13.68 ACRES MEASURED 24 TRANSFER PARCEL FROM TAX LOT 301 TO TRACT H AREA: 0.85 ACRES MEASURED 25 TRACT I AREA AFTER ADJUSTMENT: 4.46 ACRES MEASURED 26 TRACT J AREA AFTER ADJUSTMENT: 14.53 ACRES MEASURED 711-24-000206-PLNG (LLA), DOCUMENT 2024-33754 27 TAX MAP 151310CD, TAX LOT 200 ORIGINAL VESTING DEED: DEED BOOK 115, PAGE 281 AREA BEFORE ADJUSTMENT: 3.53 ACRES MEASURED 28 TRACT J AREA BEFORE ADJUSTMENT: 14.53 ACRES MEASURED 29 TRANSFER PARCEL FROM TAX LOT 200 TO TRACT J AREA: 0.12 ACRES MEASURED 30 TRANSFER PARCEL FROM TRACT J TO TAX LOT 200 AREA: 0.31 ACRES MEASURED 31 TRACT K AREA AFTER ADJUSTMENT: 3.72 ACRES MEASURED 32 TRACT L AREA AFTER ADJUSTMENT: 14.34 ACRES MEASURED ALL PROPERTIES ARE RETAINED BY MAYNARD ALVES LAND & LIVESTOCK, REDMOND, LLC., ALL ENCUMBRANCES AND EASEMENTS AFFECTING THESE TRACTS ARE NOT NECESSARILY SHOWN. NARRATIVE HEDESCHUTES 03 zs �� la-mooBY: �� I i s mom THE PURPOSE OF THIS SURVEY WAS TO MONUMENT A PROPERTY LINE ADJUSTMENT APPROVED UNDER CITY OF REDMOND CASEFILES: 711-24-000200-PLNG (LLC), 711-24-000201-PLNG (LLC), 711-24-000202-PLNG (LLA), 711-24-000203-PLNG (LLA), 711-24-000204-PLNG (LLA), 711-24-000205-PLNG (LLA), 711-24-000206-PLNG (LLA). THE SUBJECT PROPERTIES ARE LOCATED IN THE SOUTH ONE-HALF OF THE SOUTHWEST ONE -QUARTER OF SECTION 10, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON. THE OUTER BOUNDARY OF THE SUBJECT PROPERTY WAS DETERMINED AS FOLLOWS: THE NORTH LINE OF THE SUBJECT PROPERTY WAS DETERMINED BY HOLDING THE NORTH LINE OF THE SOUTHEAST ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER OF SAID SECTION 10 DEFINED BY FOUND AND HELD MONUMENTS PER ( )8 AND ( )11. THE EAST LINE OF THE SUBJECT PROPERTY WAS DETERMINED BY HOLDING THE WEST RIGHT OF WAY LINE OF NE 9TH STREET (McCAFFERY ROAD) DEFINED BY A POINT BEING 30.00' WEST OF THE SOUTH ONE -QUARTER CORNER OF SAID SECTION 10 AND THE FOUND MONUMENT PER ()8 AT THE NORTHEAST CORNER OF THE SUBJECT PROPERTY. THE SOUTH LINE OF THE SUBJECT PROPERTY WAS DETERMINED BY HOLDING THE NORTH RIGHT OF WAY LINE OF E ANTLER AVE AND THE WEST, NORTH, AND EAST LINES OF THE PROPERTY DESCRIBED IN DOCUMENT NO.2008-48727, DESCHUTES COUNTY OFFICIAL RECORDS, HOLDING RECORD ANGLES AND DISTANCES. THE NORTH RIGHT OF WAY LINE OF E ANTLER AVENUE WAS DETERMINED BY HOLDING FOUND MONUMENTS PER ()6 AND ()7 AND A POINT 30.00' NORTH OF THE SOUTH ONE -QUARTER CORNER OF SAID SECTION 10. THE WEST LINE WAS DETERMINED BY HOLDING THE WEST LINE OF THE SOUTHEAST ONE -QUARTER OF THE SOUTHWEST ONE -QUARTER OF SAID SECTION 10, FOUND MONUMENTS PER ( )4, AND RECORD ANGLES AND DISTANCES. THE INTERIOR LINES WERE DETERMINED BY HOLDING RECORD ANGLES AND DISTANCES PER DEED DOCUMENTS CITED ON SHEET 2. I THEN ADJUSTED THE LINES AS DIRECTED BY MY CLIENT AND IN ACCORDANCE WITH THE APPROVED LAND USE DECISIONS. THE BASIS OF BEARINGS OF THIS SURVEY IS SOUTH 0014'33" EAST ALONG THE EAST LINE OF THE SOUTHWEST ONE -QUARTER OF SAID SECTION 10, BASED ON THE CENTRAL OREGON COORDINATE SYSTEM BASED ON TIES TO "GIS027" BEING THE SOUTHEAST CORNER OF SECTION 15 AND "15131100" BEING THE NORTHEAST CORNER OF SECTION 15, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON. 711-24-000204-PLNG (LLA) DOCUMENT 2024-33752 711-24-000201-PLNG (LLC) DOCUMENT 2024-33749 711-24-000205-PLNG (LLA) DOCUMENT 2024-33753 711-24-000202-PLNG (LLA) DOCUMENT 2024-33750 711-24-000206-PLNG (LLA) DOCUMENT 2024-33754 711-24-000203-PLNG (LLA) DOCUMENT 2024-33751 SCALE: 1" = 400' FOR 18"x24" SHEETS 0 200' 400' 800' S _io-Zc25 REGISTERED PROFESSIONAL LAND SURVEXOR OREGON v NOL 1SE09 JA ON.IMS 83256PLS o EXPIRES 6/30/26 y N 0 L" CS 2 1 5 0 5 SHEET 30F3 PROPERTY LINE CONSOLIDATION AND ADJUSTMENT LOCATED IN THE SOUTH ONE-HALF OF THE SOUTHWEST ONE -QUARTER OF SECTION 10, TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND, DESCHUTES COUNTY, OREGON. CITY OF REDMOND CASEFILES: 71 1-24-000200-PLNG (LLC), 71 1-24-000201-PLNG (LLC), 71 1-24-000202-PLNG (LLA), 71 1-24-000203-PLNG (LLA), 71 1-24-000204-PLNG (LLA), 71 1-24-000205-PLNG (LLA), 71 1-24-000206-PLNG (LLA) DATE: MARCH, 2025 S420 48' 38"E 36.04' 40.72' S340 07' 44"E 41.87' S32° 30' 39" E 78.44' S320 30' 39"E 84.66' - 144.78' - \ 104.06' L8\ � TRANSFER PARCEL , FROM TRACT J TO TAX LOT 200 PER DOCUMENT 2024-33754 S570 28' 55"E 26.41' --J S830 43' 39"E 29.84' TRANSFER PARCEL FROM TAX LOT 200 TO TRACT J PER DOCUMENT 2024-33754 SEE SHEET 1 FOR RESULTANT TRACTS D ocuMFNr N890 44' 27"E 63-18'.40' 20,4`43848 LINE ABANDONED PER DOCUMENT 2024-33749 T19.42' /125.25' S83° 43' 39"E 44.67' L1 �sS(q° �S2% 30.20' O - _-ow-WON1. �\ L1 �2 r S130 51' 00"E 40.35' `y) rn L4 d' L5 / S890 44' 27"W �S160 48' 44"E 67.13' 119.16' S16° 49 44"E 67.70'-� TRANSFER PARCEL y o FROM TAX LOT 301 N TO TRACT H y \ PER DOCUMENT .n Lo N 2024-33753 \ °cfl I S15016' 26"E 22.38' N �-S`15016'26"E 30.14' S120 21' 26"W 15.23' N89° 44' 27"E 181.98' I S 12° 21' 26"W 17.02'L,--Sl2o 21' 26"W 42.91' TRANSFER PARCEL FROM TAX LOT 302 o`y TO TRACT F 4j"� A(� CID PER DOCUMENT N 2024-33752 M S230 20' 13"W / � � `� 69.03' Ib N S220 44' 44"W T 51.14' S230 2913"W 68.47' S89° 53' 45"W 80.26' `'' -M S220 44' 44"W 52.93' z O �O C' N SCALE: 1 " = 100' d;�� T FOR 18"x24" SHEETS TRANSFER PARCEL FROM �d'Q0 50' 100, 200' TAX LOT 303 TO TRACT D 36,, PER DOCUMENT 2024-33751 i �s \aO� sQ�3 s°s�, r �'��\ 09 S54° 03' 15"E 42.20' N890 42' 56"E 84.67' S54003' 15"E 43.63' O� t SO° 49' 14"E 38.55' TRANSFER PARCEL FROM SO° 49' 14"E 38.55' TAX LOT 1100 TO TRACT B PER DOCUMENT 2024-33750 LINE ABANDONED PER o S670 46' 07"W coDOCUMENT 2024-33749 44.60' Vim/ S470 48' 45"W ^l 22.99' ! C, o co °oo o`O �T' LINE ABANDONED PER -DOCUMENT 2008-48727 oh oo' DOCUMENT 2024-33748 WIDTH VARIES U U N ° z L7 95.68' 275.62' 75.50' 37.53' " - 371.30' S890 42' 56"W 484.33' �- E ANTLER AVENUE 30.00' WIDTH VARIES SEE DETAIL A SHEET 3 I iW W cr 40.00' w Y �cr Z T C � Q o�� g = 0 >z DOCUMENT 2024-03848 1/2" IRON PIPE WITH YPC MARKED "POVEY & ASSOC." SET PER O8, FOUND PER ()11 AND ()12. FOUND BENT PER THIS SURVEY REPLACED WITH 5/8" IRON ROD WITH YPC MARKED "H.A. MCCOY ENGR". TRACT L SEE SHEET 2 LINE TABLE NO. BEARING DISTANCE L1 S8304339"E 26.27' L2 N79025'17"E 44.04' L3 S58050'52"E 50.30' L4 S13°51'00"E 28.70' L5 S16°48'44"E 0.18, L6 S48036'30"E 65.01' L7 S37013'24"E 37.60' L8 S42048'38"E 10.78' L9 S34007'44"E 44.57' L10 S57028'55"E 12.77' L11 N7902617"E 51.03' L12 S67046'07"W 39.32' L13 S4704845"W 14.37' L14 S3500617"W 64.72' L15 S37°13'24"E 60.16' c� S HU TO COMITY SUMUGE /"z2,5- By. FILED 03/29--- - L LOT 16 3-T INDUSTRIAL PARK PHASE TWO I1 30.00' 30.00' 5/8" IRON ROD WITH YPC MARKED "W&H PACIFIC" C-S1/16 COR. SEC. 10 I 1 09, SET PER 3-T INDUSTRIAL PARK SEARCHED FOR, NOT FOUND , 28.91' 28.91' N890 44' 27"E 58.91' NO° 14' 33"W 1318.25' NO° 11' 43"W 1318.25' FROM S1/4 COR. SEC. 10 FROM S1/4 COR. SEC. 10 II I� o "- 1 Tw'-' O wOw �L zocCC �E=�nw -iMc/) LOT p w ~ I_ L VISTA LA MONTE w o w I( w v z INDUSTRIAL PARK �v U-It I I Orrw z LINES INTERSECT AT z S1 /4 COR. SEC. 10 di w Q 0Oz w U 30.00' '-' NOTES: 40.00' SEE LEGEND ON SHEET 1 OkiMLC. i = I U CURVE TABLE NO. RADIUS LENGTH DELTA CHORD BEARING CHORD Cl 60.00' 82.47' 7804618" S90 1351 "E 76.13' C2 30.00' 27.87' 53014'01" S270 26' 14"E 26.88' C3 88.00' 105.35' 6803521 " S330 28' 27"W 99.17' C4 40.00' 50.49' 7201941 " S 1 ° 03' 33"E 47.21' C5 30.00' 41.24' 7804618" S90 13' 51 "E 38.07' C6 60.00' 55.75' 53014'01 " S270 26' 14"E 53.76' C7 118.00' 141.26' 6803521 " S330 28' 27"W 132.97' C8 118.00' 82.11' 39052'09" S190 06' 50'W 80.46' C9 118.00' 59.15' 28043'12" S530 24' 31 "W 58.53' FC10 10.00' 12.62' 72019-41" S1 ° 03' 33"E 11.80' 3 -10 - 2n2 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON C-J NOVAS OJA OEMBN L .1 SIMES 9 � 83256PLS J EXPIRES 6/30/26 I14. A. McCOY II ENGINEERING &SURVEYING LLC 1180 SW LAKE ROAD SUITE 201 REDMOND, OR 97756 (541) 923-7554 PREPARED FOR. LIVESTOCK, REDMONDD LC 2312 CONDOR DRIVE REDMOND, OR 97756