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HomeMy WebLinkAboutPlat, Recorded APPLICANT 7/23/2015NW 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 89°59'16" E 2455.70' - (N 89052' E 2455.7')1,7,8,9 (N 89°59'16" E)4,5 NORTH LINE W.M. 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 JULY 10, 2015 Deadmond Ferry Rd. County Rd. No. 90 M - -- __-______-__ - --- `.--------------- o-,-„ 440. ;-o (N 89°52' E 440.4')x------- "�-- N 89 5916 E 440.46 �, -- �' -- Eo N 89°56'00" E 275.81' o (89°52')119 \\� � © �pZQpG• NORTH LINE WM. STEVENS D.L.C. NO. 46 -- - - - - - CL--_ - - _- ----------------- ------------------ NORTH LINE WM. STEVENS D.L.C. NO. 46 N 89°56'00" E PER REF. NO. 1 & 9. (N 89°56'00" E (N 89°56'00" E to G RE AA p2 p OG TRACT 1 o �. C14 co 0 N \ \\\ R Ay�3 0i q TL No. 2500 o N � LEGEND \\ A U') N \s -SEE NOTE 1 N w BB \\\ \vb, s 0'j to p vo cAs FD. 5/$' REBAR UNLESS OTHERWISE NOTED p FOUND 'MAG' NAIL WITH WASHER SEGMENT STAMPED 'LANE COUNTY PW' ® FOUND 5/8' REBAR WITH A YELLOW A.L. PLASTIC CAP STAMPED 'KPFF INC.' ® FOUND 5/8' REBAR WITH A YELLOW COUNTY PLASTIC CAP STAMPED `PLS 655" p SET 5/8' X 30' REBAR WITH A YELLOW PLASTIC NO.'S 1 & 9 f� CAP STAMPED 'POAGE ENG. & SURV. INC' 13 COMPUTED POINT. NO MONUMENT ------ ------ FOUND OR SET. BB DENOTES POINT USED TO ESTABLISH 74.45' THE BASIS OF BEARINGS N.T.S. DENOTES DIMENSION NOT SHOWN TO SCALE 4- DENOTES LINE NOT DRAWN TO SCALE ( ) DATA OF RECORD PER REF. NO. I 32.44' (32.44')9 UNLESS OTHERWISE SHOWN WITH AN BB \\\ \vb, s 0'j to p vo cAs ENDNOTE CORRESPONDING TO A N©_ REFERENCE NO. SHOWN HEREON 1. SET 'MAG' NAIL AND ALUMINIUM MEASURED DIMENSIONS EQUAL WASHER STAMPED "POAGE ENG.��O \ 17-03-22 RECORD DIMENSIONS UNLESS & SURV. INC.' �' 'Ir \� TL No. 500 OTHERWISE NOTED. LOT LINE 231.53' f 12.00' ORIGINAL PROPERTY LINE S 89°59'16" W (S 89°52' W (S 89°52' W)1,8 S 89°59'16" W 174.56' 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 CH.= S 16051'50" E 131.86' = 326.48' A.L.= 132.78' A = 23°18'07" (CH.= S 17°02'44" E 144.75')6 \o CH.= S 18°49'56" E 144.75'- R.= 286.48' A.L.= 146.33' (R.= 286.48') 6 (A.L.= 146.33') 6 � = 29016'00" (A = 29°16'00")6 1 {22+92.70 P.O.C.} t ^ Rt. 40.0' L 22+87.63 P.C. , rk a'S� 01 tK NARRATIVE SEE SEPARATE DOCUMENT `�titix S 89059'16" W 235.01' (S 89°52' W 235.00')1,7 ZONE LDR ZONE BOUNDARY 483.00' MDR ZONE 482.74')1.8 00 C> to TRACT 2 m ii 17-03-22 TL No. 400 3 3 �o 00 0 0 M (S 89052' 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 88°13'23" W 338.60')10 IIS -0000g FLA POAGE ENGINEERING & SURVEYING, INC. P.O. BOX 2527 • EUGENE, OREGON 97402 • (541) 485-4505 JOB No. 4293, DWN. BY JAO/4293SURVEY.GXD, DATE: 4-15 �rn cq �� po or 0 d- •- w U-1 co Z°QQ CD° 0 z REGISTERED PROFESSIONAL LAND SURVEYOR 4285.47' 4285.47') 3 4285.16')2 OREGON JULY 13. 1984 JONATHAN A. OAKES 2105 EXPIRES: DECEMBER 31. 2016 LOT 10 RIVERBEND, PHASE II LOT 11 RIVBRBBND, PHASE II DRAINAGE EASEMENT 25.0' PUBLIC N 00°04'00" W 'r / FD. 2-1/2" BRASS CAP NE CORNER W.M. STEVENS / D.L.C. No. 46 -' T17S,R3WW.M. 1994 LANE COUNTY SURV. OFFICE SCALE I" - 60' 0 30 60 120 ADDITIONAL COURSES SEGMENT BEARING DIST. RAD. A.L. DELTA COUNTY ROAD NO. 3 PER REF. 41.34')9" \\ NO.'S 1 & 9 f� \ 11.33' (11.3319 ------ ------ ------ ------ TANGENT TANGENT © N 10047'28' W 74.45' 273.00' 74.68' ENDNOTE CORRESPONDING TO A N©_ REFERENCE NO. SHOWN HEREON 1. SET 'MAG' NAIL AND ALUMINIUM MEASURED DIMENSIONS EQUAL WASHER STAMPED "POAGE ENG.��O \ 17-03-22 RECORD DIMENSIONS UNLESS & SURV. INC.' �' 'Ir \� TL No. 500 OTHERWISE NOTED. LOT LINE 231.53' f 12.00' ORIGINAL PROPERTY LINE S 89°59'16" W (S 89°52' W (S 89°52' W)1,8 S 89°59'16" W 174.56' 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 CH.= S 16051'50" E 131.86' = 326.48' A.L.= 132.78' A = 23°18'07" (CH.= S 17°02'44" E 144.75')6 \o CH.= S 18°49'56" E 144.75'- R.= 286.48' A.L.= 146.33' (R.= 286.48') 6 (A.L.= 146.33') 6 � = 29016'00" (A = 29°16'00")6 1 {22+92.70 P.O.C.} t ^ Rt. 40.0' L 22+87.63 P.C. , rk a'S� 01 tK NARRATIVE SEE SEPARATE DOCUMENT `�titix S 89059'16" W 235.01' (S 89°52' W 235.00')1,7 ZONE LDR ZONE BOUNDARY 483.00' MDR ZONE 482.74')1.8 00 C> to TRACT 2 m ii 17-03-22 TL No. 400 3 3 �o 00 0 0 M (S 89052' 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 88°13'23" W 338.60')10 IIS -0000g FLA POAGE ENGINEERING & SURVEYING, INC. P.O. BOX 2527 • EUGENE, OREGON 97402 • (541) 485-4505 JOB No. 4293, DWN. BY JAO/4293SURVEY.GXD, DATE: 4-15 �rn cq �� po or 0 d- •- w U-1 co Z°QQ CD° 0 z REGISTERED PROFESSIONAL LAND SURVEYOR 4285.47' 4285.47') 3 4285.16')2 OREGON JULY 13. 1984 JONATHAN A. OAKES 2105 EXPIRES: DECEMBER 31. 2016 LOT 10 RIVERBEND, PHASE II LOT 11 RIVBRBBND, PHASE II DRAINAGE EASEMENT 25.0' PUBLIC N 00°04'00" W 'r / FD. 2-1/2" BRASS CAP NE CORNER W.M. STEVENS / D.L.C. No. 46 -' T17S,R3WW.M. 1994 LANE COUNTY SURV. OFFICE SCALE I" - 60' 0 30 60 120 rev I Ian; t mgvi4 irrvvz INK: CANONppfi102-mbk MEDIA: 'PIXELLE' RIJ824-36 -40 3L, ADDITIONAL COURSES SEGMENT BEARING DIST. RAD. A.L. DELTA n N 33°47'58' W (N 30°22'33' W)9 11.33' (11.3319 ------ ------ ------ ------ TANGENT TANGENT © N 10047'28' W 74.45' 273.00' 74.68' 15040'24' ©N 43031'00* E tN 43023'44' E) 9 29.00' (29.00')9 20.00' (20.00')9 32.44' (32.44')9 92°56'32' (92°561219 0 N 89°59'16" E (N 89°52'00' 09 27.00' (27.0019 ------ ------ ------ ------ TANGENT TANGENT ❑E S 00000'44" E 9.49' ------ ------ TANGENT n S 32°46'17' E 7.91' 326.48' 7.91' 1023'19' © S 67055'59' W 0.33' ------ ------ TANGENT Q S 23°05'26' E IS 21°43'28' 06 12.03' (11.9616 ------ ------ ------ ------ TANGENT TANGENT Q N 28053'55' E 9 (N E) 70.01' 9 (70.02') 40.00:9 (40.001 85.27' 9 (85.28) 1220 08'16' 9 228047'30- (122 09'00') ❑ S 00000'44' E (S 00008'00' 09 7.00' (7.0019 ------ ------ ------TANGENT ------ TANGENT NS 00000'44' E IS 00°08'00' 09 7.00' (7.0019 ------ ------ ------ ------ TANGENT TANGENT rev I Ian; t mgvi4 irrvvz INK: CANONppfi102-mbk MEDIA: 'PIXELLE' RIJ824-36 -40 3L,