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Home My WebLink AboutSurvey 20347SURVEYOR'S NARRATIVE THE PURPOSE OF THIS SURVEY IS TO ADJUST THE COMMON LINES BETWEEN THAT PROPERTY DESCRIBED IN THE STATUTORY WARRANTY DEED awwwow RECORDED AS INSTRUMENT NO.2017-024287 IN DESCHUTES COUNTY OFFICIAL RECORDS (TAX LOT 2000 ON DESCHUTES COUNTY ASSESSOR'S MAP 18-12-04CC), AND LOTS 29 & 30 OF ALSTRUP ESTATES, ALL LOCATED IN THE CITY OF BEND, DESCHUTES COUNTY, OREGON, AS REQUESTED BY THE OWNERS OF THE PROPERTIES, TONEY CONSTRUCTION COMPANY, LLC, AND TONEY PROPERTIES, LLC. THESE PROPERTY LINE ADJUSTMENTS WERE APPROVED BY THE CITY OF BEND IN FILE NUMBERS PZ-19-0541 AND PZ-19-0542. CONTROL FOR THIS SURVEY IS PER THE SURVEYS AND DEEDS OF RECORD REFERENCED HEREIN, AND FOUND MONUMENTS SHOWN AS HELD ON THIS MAP AND SET WITH THIS SURVEY. THE CONTROLLING ELEMENTS OF THE PROPERTY DESCRIBED IN INSTRUMENT NO.2017-024287 ARE THE SOUTHWEST CORNER OF SECTION 4, THE SOUTH LINE OF SECTION 4, THE WESTERLY RIGHT-OF-WAY LINE OF ALSTRUP ROAD, AND THE SOUTHERLY & EASTERLY RIGHT-OF-WAY LINES OF THE CENTRAL OREGON CANAL. THE METES AND BOUNDS DESCRIPTION IN THIS DEED USES THE RECORD CANAL RIGHT-OF-WAY DATA FROM THE 1922 PLAT OF VIRGINIA PARK, CLOSES MATHEMATICALLY, AND WAS ALMOST CERTAINLY WRITTEN BY A LAND SURVEYOR. WE FOUND AND HELD CENTRAL OREGON COORDINATE SYSTEM MARK "JOHN" AS REFERENCE TO THE SOUTHWEST CORNER OF SECTION 4 (WHICH LIES WITHIN THE CANAL) AND USED JIM TYE'S RECORD BEARING AND DISTANCE FROM ALSTRUP ESTATES TO REESTABLISH THE SECTION CORNER POSITION. WE THEN HELD DAVE WILLIAMS' RESET POSITION OF THE WEST 1/16TH CORNER OF SECTIONS 4 & 9 TO REESTABLISH THE SOUTH LINE OF SECTION 4, WHICH FIT WELL WITH THE MONUMENTS FOUND ALONG THE NORTH LINE OF ALSTRUP ESTATES. WE THEN HELD THE DEED CALLS AFTER ROTATING THEM TO MATCH OUR RESOLVED SOUTH LINE OF SECTION 4. THE WESTERLY RIGHT-OF-WAY LINE OF ALSTRUP ROAD (25 FEET FROM CENTERLINE) WAS REESTABLISHED BY PROJECTING A LINE FROM THE HELD MONUMENT AT THE CENTERLINE OF CIDER COURT & THE EAST PLAT BOUNDARY OF ALSTRUP ESTATES TO A POINT ON THE SECTION LINE AND 5.00 EASTERLY OF THE NORTHEAST CORNER OF LOT 30 PER RECORD PLAT DATA, CONTINUING NORTHERLY TO THE CENTRAL OREGON CANAL. LOTS 29 AND 30 OF ALSTRUP ESTATES ARE STRAIGHTFORWARD SUBDIVISION LOTS PLATTED IN 2007. FIVE OF THE ORIGINAL SIX MONUMENTS MARKING THE CORNERS OF LOTS 29 & 30 WERE FOUND IN GOOD CONDITION AND HELD. THE EAST LINE OF LOT 30 WAS REESTABLISHED BY OFFSETTING THE EASTERLY PLAT BOUNDARY OF ALSTRUP ESTATES REESTABLISHED ABOVE BY THE RECORD DISTANCE OF 5.00 FEET. THE RELEVANT CORNERS AND LINES THUS REESTABLISHED, WE SET MONUMENTS ON THE ADJUSTED LINES BETWEEN THE SUBJECT PROPERTIES, AS WELL AS THE MISSING CORNERS OF SAID TAX LOT 2000 NOT PREVIOUSLY MONUMENTED OR WITNESSED. A WITNESS MONUMENT WAS SET ALONG THE NORTHERLY LINE NEAR THE CURRENT NORTHEAST CORNER, AT THE POSITION OF A FUTURE 5.00-FOOT RIGHT-OF-WAY DEDICATION ANTICIPATED TO BE MADE TO THE CITY OF BEND. BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM BEND-REDMOND-PRINEVILLE ZONE, USING THE NAD83(2011) EPOCH 2O10.00 DATUM REALIZATION. NO UNUSUAL CONDITIONS WERE ENCOUNTERED. HELD 1/2" IRON ROD IN MONUMENT CASE FOR CENTRAL OREGON COORDINATE SYSTEM MARK "JOHN" & REFERENCE TO SECTION CORNER CALCULATED POSITION OF SOUTHWEST CORNER OF SECTION 4 89°24'41 "E (C,R2,R3) 100.60' (C,D1) N89°24'30"E (R1) ' 33.49' (C,131,132,133) Q• = FOUND MONUMENT AS NOTED / p = CALCULATED POSITION ONLY, NOTHING FOUND OR SET O = SET 5/8" IRON ROD WITH ORANGE PLASTIC CAP MARKED "MUNSON & ASSOCIATES" = SET 1-1/8" COPPER PLUG MARKED "MUNSON & ASSOC." IN CONCRETE FENCEPOST FOOTING (R1) = PROPERTY LINE ADJUSTMENT, BY JAMES R. TYE, FILED JULY 18, 2005 (CS16504) (132) = ALSTRUP ESTATES, BY JAMES R. TYE, RECORDED JANUARY 31, 2007 (CS17211) (133) = BOUNDARY SURVEY, BY GREGORY R. KELSO, FILED MARCH 6, 2009 (CS17946) (134) = FARMINGTON RESERVE, BY DAVID R. WILLIAMS, RECORDED AUGUST 17, 2015 (CS18933) (R5) = VIRGINIA PARK, BY ROBERT B. GOULD, RECORDED OCTOBER 3, 1922 (CS10329) (D1) = STATUTORY WARRANTY DEED, RECORDED JUNE 23, 2017, INST. NO.2017-024287, DESCHUTES COUNTY OFFICIAL RECORDS (C) = CALCULATED (M) = MEASURED Munson & Associates RI&M civil engineers I land surveyors 233 SOUTHWEST WILSON AVENUE, SUITE 5 BEND, OREGON 97702 (541) 550-7396 www.munson-assoc.com N0. N `Ns��ME 861�j ��G°cos 610$,rc o,Ns' oos LINE TABLE LINE BEARING DISTANCE L1 (C) S89016'40"E 5.00' L1 (12) S89013'43"E 5.00' L1 (14) S89018'03"E 5.00' L2 (M) S0045'14"W 6.00' L3 (M) S0035'48"W 6.00' L4 (M) S0035'22"W 6.00' L5 (132) S89013'43"E 22.40' L6 (R2) S00048'36"W 22.36' L7 (R2) S45046'17W 31.62' L8 (C) S85004'18"E 23.14' L8 (R3) S85005'17"E 24.09' L8 (134) S85004'43"E 24.09' F-L9(c) S85004'18"W 5.01' N 0 15' 30' 60' SCALE: 1" = 30' OREGO N Cp,NAI.. CENTRAL(10 0' RIGHT-OF-WP'Y) S80°55'42'W �M) S81°00,00W (p r180°54-43' E ( 33) A35.66 (Mp1 314.76' FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "SCE&S" PER (R1) ON LINE 03�'`$ os 6A oN of GNv��s GO ors PROPERTY LINE ADJUSTMENTS PZ- 19-0541 & PZ- 19-0542 OCTOBER 30,2020 LOT 29 & LOT 30, ALSTRUP ESTATES, LOCATED IN THE NW1/4 NW1/4 OF SECTION 9, AND A PORTION OF THE SW1/4 SW1/4 OF SECTION 4, ALL IN TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "OTAK" PER (R3) S23039'10"W 0.21' OF TRUE CORNER, N85004-18"W (C) LATER BENT BY CONSTRUCTION N85000100"W (D1,R5) S85005'17"E (R3) FOUND 5/8" IRON ROD WITH C2 114.68' (C,D1,R3,R5) YELLOW PLASTIC CAP MARKED -: "OTAK" PER (R3) S69034'28"E 0.92' 91-54' (C) OF CALCULATED POSITION 86.53' (M) ` • 18 • Cl 'Co�L9 HELD 5/8" IRON ROD WITH i ^ BROKEN YELLOW PLASTIC CAP i U U p r TAX LOT 2000 MARKED "SCE&S" PER (R2) LO ff) In i M r r W w O" Ln Ln to INSTRUMENT N0.2020-47524 HELD 5/8" IRON ROD WITH ul - YELLOW PLASTIC CAP i w w w M0 CM � MARKED "SCE&S" PER (R2) 1 ; r n � z z PLATTED It I. � PLATTED LOT LINE LOT LINE Z 0 0 0 89055'14" 130.35' (M) -� . 44.84' (M) i z z z (C,D1) 130.38' (R2) 44.80' (R2) 39.81' (M, R2) 'L1 453.43' (D1) •� �• • SECTION 4 SECTION 9 • S89°16'40"E 1296.69' (C) FOUND 5/8" IRON S89°15'1 WE (D1) S89°16'40"E 44.84' S89°16'40"E 39.79' , N ROD PER (R1), BENT, LOT 27 S89°13'43"E 1296.61' (R1,R2) ADJUSTED LOT LINES �I S53022'02"W 0.40' OF S89 18 37 E 1296.52 (R3) M N TRUE CORNER _ N HELD 5/8" IRON ROD WITH YELLOW "�' a '� co PLASTIC CAP MARKED "SCE&S" PER cc � c i cv „ (R2), DESTROYED BY LATER FENCE M N N N O o U HELD 5/8 IRON ROD WITH CONSTRUCTION, RESET AS SHOWN. C6 C6 ^ o C6 cr co N w, ;t in YELLOW PLASTIC CAP MARKED O o 00 °D z U to M M "HWA" PER (R4) FOR WEST 1/16TH LOT 2H N C° " cV O 00 co N O z N °' CORNER OF SECTIONS 4 & 9 Zz0ZJ= 0z �z cc Z o � / co r P HELD 5/8" IRON ROD WITH BROKEN , t 0 YELLOW PLASTIC CAP MARKED / L5 Z SE B RA E L E N LANE " SCE&S PER (R2), LATER PAVED OVER • • i N89°20'26"W 44.83' (M) N89°13'43"W 39.81 (R2) I N89013'43"W 44.80' (R2) - - • PRIVATE WATER EASEMENT PER (R2) CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD Cl (C) 25.88' 300.00' 4056'37" S87032'37"E 25.88' Cl (D1) 25.88' 300.00' 4056'37" Cl (R3,134,135) -- 300.00, -- C2 (M) 122.17' 500.00' 14000'00" S87055'42"W 121.87' C2 (D1) 122.17' 500.00' 14000'00" -- C2 (133,145) -- 500.00' 14000'00" -- C3 (M) 62.61' 150.00' 23054'50" S68058'17W 62.15' C3 (D1) 62.61' 150.00' 23054'50" -- C3 (133,135) -- 150.00' -- CIDER COURT HELD 5/8" IRON ROD WITH YELLOW PLASTIC CAP I' Ze72D (20' PRIVATE WAY) MARKED "SCE&S" PER (132) I 0 HELD 5/8" IRON ROD WITH Q REGISTERED YELLOW PLASTIC CAP MARKED I O PROFESSIONAL "SCE&S" IN CONCRETE PER (R2) cr LL L ND SURVEYn R I � o I mE OREGON IJ v MARCH 11, 2014 Q CHRISTOPHER R. MUNSON 80548PLS RENEWS: 31 ZpZp W.O. # 17-004 PLATE ONE OF ONE I- DESCHUTES COUNTY SURV YOR t�ED 1.. 113L2. UZO BY.- d um