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HomeMy WebLinkAboutPlat, PLA APPLICANT 7/9/2015NW CORNER Wm. STEVENS D.L.C. No. 46 T17S.R3WW.M. CALC'D POSITION NORTH LINE PER REF. No. 3 WM. STEVENS D.L.C. NO. 46. V-------------------------- N 89059'16" E 2455.70' (N 89°52' E 2455.7')1,7,8,9 (N 89°59'16" E)4,5 NORTH LINE WM. STEVENS D.L.C. NO. 46 PER REF. NO. 1 & 9. PROPERTY LINE ADJUSTMENT SURVEY FOR FALK INVESTMENTS SE 1/4 SEC. 15 T 17 S, R 3 W W.M. NE 1/4 SEC. 22 T 17 S, R 3 W W.M. SPRINGFIELD, LANE COUNTY, OREGON APRIL 20, 2015 Deadmond Perry RdCounty Rd, No. 90. --- - - - --- ,- V\,p -------N 89°59'16" E 440.46' 440.4')1---------------- -0 o N 89°56'00" E 275.81' /� © © J N r QQ s <6 \ ❑ 02 p ° 1 k18' TRACT 1 \ .�,,s \ �k�a•, 17-03-15-40 TL N 2500 ----------------- ---------------------------- NORTH LINE WM. STEVENS D.L.C. NO. 46 N 89056'00" E PER REF. NO. 1 & 9. (N 89°56'00" E (N 89°56'00" E ter- o N oo O a; o *q- o U') ,L, N BB \� `brO \ �, N • FD. 5/8' REBAR UNLESS OTHERWISE NOTED \ P\ o o 0 0 p FOUND 'MAG' NAIL WITH WASHER kp \ �r'�\oo v STAMPED 'LANE COUNTY PW' QG �j \` ''- \F j ti z F ® FOUND 5/8' REBAR WITH A YELLOW 6x9 ' 003\ \ PLASTIC CAP STAMPED 'KPFF INC.' \ F \ .�,\ o �'� ADJUSTED • FOUND 5/8' REBAR WITH A YELLOW \ ��J`� �4-- LOT LINE PLASTIC CAP STAMPED 'PLS 655' p SET 5/8' X 30' REBAR WITH A YELLOW PLASTIC \\`so��, \\ S 89°59'16" W 231.53' CAP STAMPED 'POAGE ENG. & SURV. INC' `\J� �\ 12.00' S 89059'16" W 235.01' ❑ COMPUTED POINT. NO MONUMENT (S 89°52' W 235.00')1,7 FOUND OR SET. cp,-��' ORIGINAL PROPERTY BB DENOTES POINT USED TO ESTABLISH \ �= J6, \\ j LINE LDR ZONE THE BASIS OF BEARINGS COUNTY \l sr, ZONE BOUNDARY ROADN0. 3 ❑ .. ,.. ..,..�..�.., . ��� � A ���•ro .�.- . �..� .. _ 4]3 N.T.S. DENOTES DIMENSION NOT SHOWN TO SCALE PER REF. (.4 )9 \\ S 89°59'16" W 483.00' MDR ZONE NO.'S 1 & 9lot \ (S 89°52' W 482.74')1.8 4- DENOTES LINE NOT DRAWN TO SCALE ,y \ (S 89°52' yy)1,8 ( )# DATA OF RECORD PER REF. NO. 1 \\ o� F S 89°59'16" W 174.56' °,° UNLESS OTHERWISE SHOWN WITH AN TR T 2 ENDNOTE CORRESPONDING TO A REFERENCE NO, SHOWN HEREON MEASURED DIMENSIONS EOUAL RECORD DIMENSIONS UNLESS OTHERWISE NOTED. REFERENCES 1. C.S.F. NO. 20782 S.K. FORD 1977 2. C.S.F. NO. 32687 OLSON 1995 3. C.S.F. NO. 33855 EZELL 1996 4. C.S.F. NO. 32211 WOODS 2001 5. C.S.F. NO. 37502 WOODS 2002 6. C.S.F. NO. 40323 JACKSON 2007 7. WARRANTY DEED RECORDED JULY 7, 1960 RECEP. NO. 3955 LANE COUNTY OREGON DEEDS AND RECORDS. 8. WARRANTY DEED RECORDED FEBRUARY 6, 1981 RECEP. NO. 8105579 LANE COUNTY OREGON DEEDS AND RECORDS. 9. WARRANTY DEED RECORDED NOVEMBER 3, 1993 RECEP NO. 9371060 LANE COUNTY OREGON DEEDS AND RECORDS. 10. RIVERBEND, PHASE 11 RECORDED JUNE 3, 2008 RECEP NO. 2008-030895 LANE COUNTY OREGON DEEDS AND RECORDS. ASSESSOR'S MAP No. 17-03-22 TL No. 400 17-03-15-40 TL No. 2500 k \ o ..n A C 9� Q�• BB \\ (CH.= S 17°02'44" E 144.75')6 `� \ CH.= S 18°4956" E 144.75' iw R.= 286.48' A L.= 146.33' (R.= 286.48') 6 (A.L.= 146.33') 6 A = 29°16'00" (A = 29°16'00")6 L 22+87.63 P.C. xv �x NARRATIVE SEE SEPARATE DOCUMENT m cq 17-03-22 TL No. 400 00 CO � R'(. O • p N to LEGEND \�� \\ A 17-03-22 TL No. 500 o = S 16051'50" E 131.86' = 326.48' Al.= 132.78' o 0 A = 23018'07" z z 1 1 j (22+92.70 P.O.C.) Rt. 40.0' (S 89°52' W 217.49')1,8 S 89°59'16" W 217.55' 17-03-22 TL No. 600 S 89059'02" W 338.74' (N 88013'23" W 338.60')10 -N � t ),S -Woof PLA t of Z POAGE ENGINEERING &1c SURVEYING, INC. P.O. BOX 2527 ' EUGENE, OREGON 97402 • (541) 485-4505 JOB No. 4293, DWN. BY JAO/4293SURVEY.GXD, DATE: 4-15 NORTH LINE WM. STEVENS D.L.C. NO. 46 4285.47' 4285.47')3 4285.16')2 LOT 10 RIVERBEND, PHASE II co �m oo 0, o a' 0 0 LU t w z �x C) p o0 �0 0 0 z o z REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 13. 1984 JONATHAN A. OAKES 2105 EXPIRES: DECEMBER 31. 2016 LOT 11 RIVERBEND, PHASE II DRAINAGE EASEMENT 25.0' PUBLIC N 00004'00" W :AV00' / FD. 2-1/2" BRASS CAP NE CORNER Wm. STEVENS --� D.L.C. No. 46 - T17S,R3WW.M. 1994 LANE COUNTY SURV. OFFICE SCALE I" - 60' 0 30 60 120 SEGMENT ADDITIONAL COURSES BEARING DIST. RAD. A.L. DELTA N 33047'58' W (N 30022'33" W)9 11.33' (11.3319 ------ ------ ------ TANGENT ------ TANGENT © N 10047'28' W 74.45' 273.00' 74.68' 15040'24' © N 43031'00' E IN 43023'44' E)9 29.00' (29.0019 20.00' (20.0019 32.44' 92056'32' (32.4419 (92°563219 N 89059'16' E IN 89052'00' E)9 27.00' (27.0019 ------ ------ ------ TANGENT ------ TANGENT S 00000'44' E 9.49' ------ ------ TANGENT S 32046'17' E 7.91' 326.48' 7.91' 1023'19' © S 67°55'59' W 0.33' ------ ------ TANGENT S 23005'26' E (S 21043'28' 06 12.03' (11.9616 ------ ------ ------ TANGENT ------ TANGENT N 28053'55' E (N 28°47'30' E)9 70.01' (70.02')9 40.00' (40.0019 85.27' 122008'16' (85.2819 (122009'00')9 Q S 00000'44' E IS 00°08'00' E)9 7.00' (7.0019 ------ ------ ------ TANGENT ------ TANGENT 0 S 00000'44' E (S 00008'00' E)9 7.00' (7.00')9 ______ ______ TANGENT TANGENT PLOTTER: HP DESIGN JET 650C ( ata- INK: HP #51640A INK r�:,.v,,........, FILM: 'PIXELLE' RIJB24-36 ?'!a, r_ r. ,A'L