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HomeMy WebLinkAboutSurvey 20305i SCALE. 1" = 50' DA TE.• 8110120 i v \ LOT 13 \ 9 ?3 LOT 16 5180 IR WITH "MSC LS58541 " YELLOW PLASTIC CAP l NO RECORD (HELD) \ I � LOT 12 / / 0 11 / ' o N88 47'19"W 240.00 (P) o S88'46'08"E 239.94 (M) / h FD. 112" IR LOOSE AND UP 1.5' / ❑ o 0 N3232'06"E 0.39; REMOVED AND OUTBUILDINGS °j o 'oo h / SET CORNER AT PROPORTIONED POSITION o LOT 17 4? o O / LOT 11 S56'57'07"E 39.02 (M,P,P1) O S2649'04"W 13.79 (NOT HELD) ` ~ Q 1� c N83'W s � V N83'04'19 "W 5.00 (P85.00 , Pl) p �l LOT 10 J� 518" IR NO CAP Qo W V Q� S08 43'19"W 2.66 I p m !l FROM TRUE ) CORNER co tis \ 2s�ps��63 -� LOT 8 O / '86 �.oJ •� w \� J �� fiW / LOT 9 N�4. 00, l N �EPF(J ►� / �\ C �\Y 6 O I ° 5/8" IRON ROD IN CENTER OF 50 RADIUS CUL-DE-SAC SET BY JERRY POWELL IN (R1) (HELD) / o LOT 5 i DEaCHUiES COUNTY SURVEYOR FILED. I S �oa.0 -,-By. 1bt r PRBPARID BY BAXTBR LA" SUMMA, INC. P.O. BOX 7022 BIZND, OR 97708 (541) 882-190 RECORD OF SURVEY for JORY SEARS Lot f 1 Block 1 BROOKSIDE Located in the NE 114 SWI14 Section 16, T.17S., R.12E., W.M., City of Bend, Deschutes County, Oregon SURVEYOR'S NARRA 77VE. THE PURPOSE OF THIS SURVEY WAS TO RE-ESTABLISH THE BOUNDARY OF THE PROPERTY DESCRIBED IN DEED 2004-13924 OF DESCHUTES COUNTY OFFICIAL RECORDS, BEING LOT 11 BLOCK 1 OF BROOKS/DE I FOUND AND HELD TWO 5/8" IRON RODS ALONG THE EASTERLY R/W OF VOGT ROAD AS SHOWN, AND CALCULATED THE PLAT BEARING OF THE LONG CHORD BETWEEN THE TWO POINTS TO USE AS MY BASIS OF BEARINGS, AND PRORATED DIMENSIONS TO ESTABLISH THE WEST LINE OF LOT 11. 1 HELD PLAT DIMENSIONS FROM THE NORTHERLY MONUMENT AT THE CURVE POINT IN LOT 12, WITH THE "MSC LS58541 " CAP, NORTHERLY ALONG VOGT ROAD TO THE NW CORNER OF LOT 12, AND RAN A LINE FROM THIS POINT TO THE FOUND 1/2" IRON ROD AT THE NE CORNER OF SAID LOT 12. DISTANCE AND BEARING FIT WELL ENOUGH TO JUSTIFY HOLDING THE UNRECORDED MONUMENT AT THE CURVE POINT IN LOT 12. 1 FOUND NO ACCEPTABLE MONUMENTS ON THE BACK SIDE OF LOT 11, SO I HELD PLAT DIMENSIONS FROM THE 1/2" IRON ROD TO THE SE CORNER OF LOT 11. 1 RE-ESTABLISHED THE ANGLE POINT IN THE SOUTH LINE OF LOT 11 BY CALCULATING THE SOUTH LINE OF LOT 9, HOLDING THE MONUMENT AT THE SW CORNER OF SAID LOT 9 AND 30 FEET NORTHERLY OF THE 5/8" IRON ROD AT THE CENTER OF THE CUL-DE-SAC OF INDEPENDENCE WAY (CALLED VANTAGE LANE ON THE PLAT) SET BY JERRY POWELL IN (R1). I INTERSECTED THIS LINE WITH A 50-FOOT ARC FROM SAID CENTER MONUMENT, AND HELD PLAT CURVE LENGTH AROUND THE CUL-DE-SAC TO ESTABLISH THE SOUTHEAST CORNER OF LOT 9. 1 DIDN'T SET A MONUMENT AT THAT LOCATION. I HELD PLAT DISTANCES OF 181.47 FEET FROM THIS CORNER, AND 85.00 FEET FROM THE PREVIOUSLY ESTABLISHED SE CORNER OF LOT 11. THIS GAVE ME A LENGTH ALONG THE SW LINE OF LOT 11 WITHIN 0.01 FEET OF PLAT RECORD. NEITHER THE LOT 11 OWNER OR THE LOT 8 OWNER KNEW THE SOURCE OF THE TWO 5/8" IRON RODS (NOT HELD) NEAR THE LINES BETWEEN THE TWO PROPERTIES OUTBUILDINGS FROM LOT 17 ARE SHOWN AS 71ED FOR THIS SURVEY. REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 26, 1989 JAMES D. PERRY 2407 RENEWS 12-31-2020 LEGEND O SET 518" IRON ROD WITH "BAXTER SURVEYING" YELLOW PLASTIC CAP (YPC) • FOUND 518" IRON ROD WITH NO CAP UNLESS NOTED OTHERWISE o FOUND 1 /2" IRON ROD PER (P) (M) MEASURED DIMENSIONS (P) DIMENSIONS PER PLAT OF BROOKWE BY MICHAEL TYE, FILED 3IJ111978 AS CS06064 (Pl) DIMENSIONS PER PLAT OF BROOKSIDE, FIRST ADDITION BY MICHAEL TYE, FILED 813011978 AS CS06066 (R1) DIMENSIONS PER PARTITION PLAT 2010-16, BY JERRY POWELL, FILED 1211312010 AS CS18217 (R2) DIMENSIONS PER PLAT OF CRAFTSMAN CREEK BY WILLIAM BAHRKE, FILED 913012004 AS CS16092 IR IRON ROD CURVE TABLE CURVE DELTA LENGTH I RADIUS CHORD Ci(M) 4'33'09" 375.82 4730.00 N15'5455"E 375.72 Cl(P) 4'33'12" 375.91 4730.00 -- 375.81 C2(M) 1'41'44" 139.97 4730.00 N17'20'37"E 139.97 C2(P) 1 '41 '45" 140.00 14730.00 -- 139.99 C2(R2) 1'41'45" 140.00 4730.00 N17'20'40"E 139.99 C3(M) 1 05'24" 89.98 4730.00 N15 57'03"E 89.98 C3(P) 1 '0525" 90.00 4730.00 -- 90.00 C3(R2) 1'05'25" 90.00 4730.00 N15'57'06"E 90.00 C4(M) 0'50'52" 69.99 4730.00 N14 5855"E 69.99 C4 P 0'50'53" 70.01 4730.00 -- 70.01 C4 R2 050'53" 70.01 4730.00 N14'5857"E 70.01 C5 M 055'09" 75.88 4730.00 N14 05'55"E 75.88 C5 P 0 55'09" 75.90 4730.00 -- 75.90 C5 R2 0'55'10" 75.91 4730.00 N14 05'55"E 75.90 C6 M,P 2 45'12" 33.88 705.00 S15 01'01 "W 33.88 C7 M 3651'16" 32.16 50.00 S71 02'17"W 31.61 C7 P 36 51'16" 32,167 50.00 -- 31.61 202Ol32-BND Y jdp 5] �$ 20 30 5