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HomeMy WebLinkAboutSurvey 21108i SCALE: 1 " = 50' DATE: 91JO122 \ \ COMM ON A REA \ N51 '15 �26 "E 36.11 (D) S82.24 �05" o + \ \ N54 21 11 E 37.20 (R) E 56.87 (Q) N54 23'17"E 37.12 (M) S8278'20E 56 87 ) N8428'29"E 65.52(D) S85 41''24""E 84.43 D)LOT 41 S8276'14"E 5674(Al) N84'34'15"E 65.52 (R) S85'3539 E84.43 ( '27'26"E 6545 (M) S85 4228"E 84.34N84(Alf) ✓ \ --- - - - - _______ _____ _ORIGINAL LOT LINE \ 1/2" IR / / �17 \ 106.95 (M) 106.90 (R) 245.68 (M) 245.74 (R) 244.98 (D) (P) (HELD) � �Q1 �_------------- -- w to +y> p S88'25'S2"E 352.63 (M) �, NNN`� �, �� LOT 42 , ` �� 6„'\ S88 2332"E 352.64 (RP) �o� 4 � ! aU= o o�✓ N 0 '5 IR ( N4 1 N42 5050 54 W 0. ADJUSTED LOT 45 �81, I DISTURBED (NOT HELD) ,\ry`��• o,^ �` 0 (M ,h ! _r- I G i ryh � .o� ✓� � l �`ti CORNER LANDS ON TOP � COMMON / OF POWER TRANSFORMER; N737 9yc ¢` j / AREA Gj Q_, SCRIBED + AT TRUE CORNER /�j , 202,iy ! LOCATION ON TRANSFORMER; .30816b,W 3,9847i C3 328. S¢ I R / SET PK NAIL W/WASHER IN SI ) I I lftb �o M CONCRETE, STAMPED "BAXTER ( h SURVEYING"AS WITNESS POINT ALONG PROPERTY LINE, S7372'02"E G5� 0.33 FEET FROM TRUE CORNER o hh LOT 44 - C9 C,6 � o LOT 23 C 6 0 0 A p P U T N g M R LOT 22 CURVE TABLE CURVE DELTA LENGTH RADIUS CHORD Cl M 105'41'06" 46.11 25.00 N2711'22"E 39.85 LOT 21 Cl P 46.14 25.00 Cl (R, D) 105'4442" 46.14 25.00 N27'13'59"E 39.86 DEED CHORD 39.87 C2 M 18'2738" 186.94 580.19 S70'52'12"W 186.13 C2 P 186.80 580.19 C3 M 6'40'33" 6760 580.19 S76'45'44"W 67.56 C3 R 642'21 " 67.91 580.19 S76'45'09"W 67.87 C3 D 68.28 580.19 S76'44'04"W 68.24 C4 M 4'51'59" 49.28 580.19 S70'5928"W 49.26 C4 R 4 4943" 48.89 580.19 S70'59'07"W 48.88 C5 M 6'55'06" 70.06 580.19 S65 0556"W 70.02 C5 P 70.00 580.19 C6 M 19'50'04" 180.08 520.19 S71 '31 '44"W 179.18 C6 P 179.90 520.19 C7 M 45'21 '03" 73.17 92.44 S07'22'30 "E 71.27 C7 P 73.15 92.44 C8 M 60 02'46" 52.40 50.00 S45 2256"W 50.03 C8 P 52.36 50.00 C9 M 128'24'21 " 112.06 50.00 Nl l '11 '27"E 90. 03 C10 M 58 36'49" 51.15 50.00 N46 05'13"E 48.95 C10 P 51.11 50.00 Cll M 39'45'07" 34.69 50.00 NO3'05'45"W 34.00 C11 P 34.66 50.00 C11 R 39 41'46" 34.64 50.00 N0259'00"W 33.95 C12 M 30 02'26" 26.22 50.00 N37'59'31 "W 25.92 C12 R 30 01 '03" 26.20 50.00 N37'50'45"W 25.90 PREPARED BY BAXTER LAND SURVEYING, INC. P. 0. BOX 7022 BEND, OR 97708 (54 >) 382- > 962 RECORD OF SURVEY for Duke Tufty Adjusted Lot 45 in AAFBREY MEADO1/S Located in the SW I14 Sec. 18, T.17S., R.12E., W.M., Deschutes County, Oregon SURVEYOR'S NARRA 77VE THE PURPOSE OF THIS SURVEY WAS TO ESTABLISH THE BOUNDARY OF LOT 45 OF THE PLAT OF AWBREY GLEN, AFTER BEING ADJUSTED BY A BOUNDARY LINE ADJUSTMENT SURVEY CS11275 BY PHILIP BALDNER, FILED OCTOBER 26, 1992. THE PURPOSE OF THE ADJUSTMENT WAS TO EXTEND A PORTION OF THE NORTH LINE OF LOT 45 INTO THE COMMON AREA TO COMPLETELY INCLUDE AN ASPHALT DRIVEWAY, IN EXCHANGE FOR A PORTION OF THE SOUTHEAST CORNER OF LOT 45 AS SHOWN, WITH FINAL AREAS TO STAY UNCHANGED. THE DEED FOR THE ADJUSTED PROPERTY WAS INITIALLY RECORDED SEPTEMBER 9, 1992 AS DEED No. 275-2433 AND DOES NOT MATCH THE CS11275 SURVEY. THE CURRENT DEED (2021-54788) IS IDENTICAL TO THE 1992 DEED AND CONTAINS ERRORS THAT PLACE PART OF THE PROPERTY BEYOND THE SOUTHEASTERLY LIMITS OF LOT 45. THE AREA OF EXCHANGED PROPERTY LISTED IN THE DEED IS 4,659 SQUARE FEET, WHILE CS11275 LISTS THE AREA AS 0.109 ACRES, WHICH IS 4,748 SQUARE FEET. NEITHER THE DEED NOR CS11275 CLOSES MATHEMATICALLY AROUND THE PORT70N ADDED TO LOT 45. THE OWNERS OF ADJUSTED LOT 45 PLAN TO RE -RECORDED THE DEED WITH REVISIONS TO MATCH THIS SURVEY. I FOUND AND HELD MONUMENTS ALONG SAWYER AND PUTNAM ROAD, EITHER FROM SAID PLAT OR SURVEY CS11275. I ALSO HELD MONUMENTS ALONG THE ADJUSTED NORTH LINE OF LOT 45 PER CS11275 AND REPLACED THE TWO MISSING CORNERS BY HOLDING RECORD ANGLES AND PRORATING DISTANCES I CALCULATED A POSITION FOR THE ORIGINAL NE CORNER OF LOT 45 BY PRORATING DISTANCES FROM THE CS11275 CORNERS ALONG THE WESTERLY R/W OF SAWYER. I DIDN'T SET A MONUMENT BUT USED THIS LOCATION TO CREATE AN AREA OF 4,747 SQUARE FEET FOR THE PORTION ADDED TO LOT 45. I ESTABLISHED THE POSITION OF THE SOUTHERLY CORNER OF THE EXCHANGE AREA ALONG PUTNAM ROAD AT A POSITION THAT WOULD EQUAL THE AREA ADDED. I ESTABLISHED THE SOUTHERLY CORNER OF LOT 45 BY PRORATING THE CURVE LENGTH BETWEEN THE EASTERLY MONUMENT ALONG THE NORTHERLY R/W OF PUTNAM ROAD AND 60.00 FEET RADIALLY FROM THE POINT OF REVERSE CURVATURE ON THE SOUTHERLY R/W OF PUTNAM ROAD AS SHOWN. 1 ESTABLISHED THE WESTERLY CORNERS OF LOT 45 ALONG SLAGSVOLD BY PRORATING CURVES AND TANGENTS (HOLDING PLAT RADII) FROM THE MONUMENT AT THE SE CORNER OF LOT 41 (1 DIDN'T CALL IT OFF AS BALDNER DID) AND THE MONUMENT AT THE SOUTH END OF THE TANGENT ON THE EAST R/W OF SLAGSVOLD IN LOT 44 AS SHOWN. I DIDN'T HOLD THE 1/2" IRON ROD ON THE SLAGSVOLD CUL-DE-SAC BETWEEN LOT 45 AND THE COMMON AREA, BUT RESET A NEW MONUMENT IN THE CALCULATED LOCATION. AT THE OWNERS' REQUEST, I ALSO SET TWO MONUMENTS ALONG THE LINE BETWEEN ADJUSTED LOT 45 AND LOT 44. BEARINGS ARE BASED ON THE WEST R/W OF SAWYER BETWEEN FOUND MONUMENTS PER SAID PLAT AND CS11275. REGISTERED PROFESSIONAL LAND SURVEYOR U OREGON JULY 26, 1989 JAMES D. PERRY 2407 RENEWS 12-31-2022 LEGEND O SET 518" IRON ROD WITH "BAXTER SURVEYING" YELLOW PLASTIC CAP UNLESS NOTED OTHERWISE • FOUND 5/8" IRON ROD UNLESS NOTED OTHERWISE CALCULATED, NOTHING FOUND OR SET FOR THIS SURVEY (M) MEASURED DIMENSIONS (P) RECORD DIMENSIONS PER PLAT OF AWBREY MEADOn BY JAMES BUSSARD, RECORDED 712811971 (CS05223) (D) RECORD DIMENSIONS PER DEED No. 2021-54788, RECORDED 9124 2021, DESCHUTES COUNTY OFFICIAL RECORDS (R) RECORD DIMENSIONS PER SURVEY BY PHILIP BALDNER, FILED 1012611992 (CS11275) IR IRON ROD DESCHWE ` 0(* Z /ZO?,J: Ga 1 ' 2022125-BND Y. d wg jdp AM= �S2>>o8