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Plat, Subdivision APPLICANT 3/11/2022
GOLDFINCHGLEN A REPLAT OF A PORTION OF LOT 47 E.M. HINSHAW PLAT NE 1/4 SEC 5, T 18- S, R 2 W,W.M. REGISTERED PROFESSIONAL SPRINGFIELD, LANE COUNTY, OREGON LAND SURVEYOR FEBRUARY 28, 2022 OREGON JULY 13, 1984 JONATHAN A. OAKES 2105 EXPIRES: DECEMBER 31, 2022 SCALE I' - 40' 0 20 40 80 1 I 1 P/ 1 FD. 5/8" w /'REBAR w .1 1 `4 PCL. 1 .a FD. S 00°13'23" W 0.05' (N.T.S.) (N 89644'00" W 116.27')6 N 89°46'27" W 116.26' 87.15' (87.00'16 1FD 9.0 6 . S 00'13'23" W (20.00)6 0.10' (N.T.S.) UNION AVE. FD. ORIGIN UNKNOWN o N 75652'40" W 112' PLAT INDEX PAGE 1 PLAT BOUNDARY PAGE 2 EASEMENT DETAIL PAGE 3 SIGNATURE PAGE DATE: ------------- RECORDED BY: --------------- COUNTY CLERK REFERENCES I. SPECIAL WARRANTY DEED RECORDED OCTOBER 30, 2019 LEGEND RECEP. NO. 2019-049473 LANE COUNTY OREGON DEEDS AND RECORDS. • FOUND 1/2" IRON PIPE UNLESS OTHERWISE NOTED (N.T.S.) ...I © 'N \mss �v� � os I o E i�� o �+ x ��'' FD. 3.4" STAMPED "POAGE ENG. &SURV. INC." I \ �S \ �J IRON PIPE ❑ COMPUTED POINT NO MONUMENT S 89046'27" E 182.35' -©- - - -fl - I 1 �?, o°� FOUND OR SET. (S 89°44' E 182.35')1 1 I 1� \� ' \ (N 89°44'00" W 163.09')5 # I I DATA OF RECORD PER REFERENCE INITIAL I I y n SHOWN WITH AN ENDNOTE POINT 1 1 z `+ 7.0' \ w^j CORRESPONDING TO A REFERENCE NW CORNER LOT 47 �� I P. E. M UNION TERRACE g oo NO. SHOWN HEREON E.M. HINSHAW PLAT 1 1 w N 1 2 P3 I I 5,768 SQ. FT. w N II 7,200 SQ. FT. Ia Ito MEASURED DIMENSIONS EQUAL RECORD 11 g it i� (N 89°44'00" W 209.52') 3 M DIMENSIONS UNLESS OTHERWISE NOTED. 1 DENOTES LINE DRAWN NOT TO SCALE I 1 F Io J 1� 1 (100.00')3 89.37 (89.52')4 ❑A � Y� L= N 89°49'00" E-- T- I N 89°49'00" E o FD. 3/4" IRON PIPE FOUND N.T.S. DIMENSION NOT SHOWN TO SCALE 9� ^ - - _ 82.58'- - - - r - I I ( 83.44' N 5°29'46 W 3.81' S 00°04'00" W 0 06' P.U.E. DENOTES PUBLIC UTILITY EASEMENT (N.T.S.) (N.T.S.) ° NqQ° L.P.P. LAND PARTITION PLAT 80 x C.S.F. COUNTY SURVEY FILE O7 1� II N 01 3 3 IIII /� 3 N P+ 00 4 '11 I O O 1 n N % d ,rj d' PCL. I 6,623 SQ. FT. 1 0 o N I 6,518 SQ. FT. PCL. 1 F 3 I oto f I 3 w 3 0 o I z 2. E.M. HINSHAW PLAT w ow DELTA <r o / N 89°49'00" E BOOK 12, PAGE 20 LANE COUNTY PLAT RECORDS O FOUND 5/8- REBAR WITH YELLOW / o o o o A o 140.91 0.91 82:93' r- PLASTIC I.D. CAP STAMPED N 88°49'21" E 3. C.S.F. NO. 6642 F. WAGGONER 1947 HANKINS L.S. 687" 1/2" REBAR E NOTE A 4. C.S.F. N0: 41371 KRUSH 2009 O FOUND 5/8" REBAR WITH YELLOW © S 79°11'01" W 103.45' LAND PARTITION PLAT NO. 2009-P2333 104.09' PLASTIC I.D. CAP STAMPED [FD. (S 79°13' W)1 5. C.S.F. NO. 34076 HANKINS 1997 (104.16')1 "KRUSH P.L.S. 1643" / S 86°47'14" W 32.39' LAND PARTITION PLAT NO. 97-PO941 WIT 9 6°52'37" ❑E S 75°44'42" W 6. C.S.F. N0, 36303 L. OLSON 1999 6 FOUND 5/8" REBAR WITH YELLOW / ❑F FD. 5/8" REBAR 8.72' LAND PARTITION PLAT NO. 99-P1307 ---- PLASTIC I.D. CAP STAMPED P.L.S. 655" © N 32°05'30" W 7. C.S.F. NO. 21727 NORNESS 1978 ---- TANGENT 2.01- (N.T.S.) 8, C.S.F. N0: 22037 L. OLSON 1978 O SET 5/8" x 30" REBAR WITH A YELLOW PLASTIC I.D. CAP STAMPED 0 o s 2 ry 9. C.S.F. NO. 21315 FLETCHER 1978 ---- "POAGE ENG. & SURV. INC." SET MAG NAIL WITH A BRASS WASHER (N.T.S.) ...I © 'N \mss �v� � os I o E i�� o �+ x ��'' FD. 3.4" STAMPED "POAGE ENG. &SURV. INC." I \ �S \ �J IRON PIPE ❑ COMPUTED POINT NO MONUMENT S 89046'27" E 182.35' -©- - - -fl - I 1 �?, o°� FOUND OR SET. (S 89°44' E 182.35')1 1 I 1� \� ' \ (N 89°44'00" W 163.09')5 # I I DATA OF RECORD PER REFERENCE INITIAL I I y n SHOWN WITH AN ENDNOTE POINT 1 1 z `+ 7.0' \ w^j CORRESPONDING TO A REFERENCE NW CORNER LOT 47 �� I P. E. M UNION TERRACE g oo NO. SHOWN HEREON E.M. HINSHAW PLAT 1 1 w N 1 2 P3 I I 5,768 SQ. FT. w N II 7,200 SQ. FT. Ia Ito MEASURED DIMENSIONS EQUAL RECORD 11 g it i� (N 89°44'00" W 209.52') 3 M DIMENSIONS UNLESS OTHERWISE NOTED. 1 DENOTES LINE DRAWN NOT TO SCALE I 1 F Io J 1� 1 (100.00')3 89.37 (89.52')4 ❑A � Y� L= N 89°49'00" E-- T- I N 89°49'00" E o FD. 3/4" IRON PIPE FOUND N.T.S. DIMENSION NOT SHOWN TO SCALE 9� ^ - - _ 82.58'- - - - r - I I ( 83.44' N 5°29'46 W 3.81' S 00°04'00" W 0 06' P.U.E. DENOTES PUBLIC UTILITY EASEMENT (N.T.S.) (N.T.S.) ° NqQ° L.P.P. LAND PARTITION PLAT 80 x C.S.F. COUNTY SURVEY FILE O7 1� II N 01 3 3 IIII /� 3 N P+ 00 4 '11 I O O 1 n N % d ,rj d' PCL. I 6,623 SQ. FT. 1 0 o N I 6,518 SQ. FT. PCL. 1 F 3 I oto f I 3 w 3 0 o I z Iz � I w o3 w ow DELTA <r o N 89°49'00 E t N 89°49'00" E o d' o 0 i7 ---- . o o o o A o 140.91 0.91 82:93' r- --IJ 83.10' N 88°49'21" E 10.80' q vo 2°56'50" (N 88°44'08" E)9 (10.89')9 (203.73')9 ---- ---,- © S 79°11'01" W 103.45' 270.05' 104.09' 22005'04" (S 79°13' W)1 (103.53)1 (263:73')1 (104.16')1 PCL. 3 QD S 86°47'14" W 32.39' 270.05' WIT 9 6°52'37" ED NIT 5 3 6 FD. 3/4" IRON PIPE 7,876 SQ. FT. 0 6,907 SQ. FT. ' N 9°48'29 W 2.40 (N.T.S.) z / 101.05' (100.9 83.54' 84.15' 167.69' N 81°58'22" E 167.33')1 184.18' (N 81°54' E 60' 692.75' (PRIVATE) RO AD N g1°58'22" E 1, B3-5,7 KE'L'LY 3400 (N 81°54' E) O O � H 18-02_05-12 NOTE: A. ALSO FOUND 1-1/2" IRON PIPE, BELIEVED TO BE A CUTOFF SUPPORT POST FOR A FORMER CHAIN LINK FENCE, S 12048'08' E 0.68' FROM THE FOUND 1/2" REBAR. CITY OF SPRINGFIELD CASE No. 811-20-000078-TYP2 ASSESSOR'S MAP NO. 18-02-05-12 TL No. 2100 FOUND S 00°03'01" W 0.28' (N.T.S.) DEVELOPMENT RESTRICTION DURING THE PERMITTING PROCESS TO CONSTRUCT A DWELLING ON LOT 5, THE OWNER OF LOT 5 SHALL PROVIDE A SITE PLAN ACCEPTABLE TO THE CITY OF SPRINGFIELD BUILDING DEPARTMENT THAT DEMONSTRATES THAT THE MOST REMOTE CORNER OF THE PROPOSED STRUCTURE IS NOT MORE THAN 150 FEET FROM A POINT ON THE PRIVATE ACCESS DRIVE, SAID POINT BEING NOT MORE THAN 150 FEET FROM UNION AVENUE. AS AN ALTERNATIVE, THE OWNER OF LOT 5 CAN INSTALL A FIRE SPRINKLER SYSTEM IN THE RESIDENTIAL STRUCTURE. POAGE ENGINEERING & SURVEYING, INC. P.O. BOX 2527 • EUGENE, OREGON 97402 •-(541) 485-4505 JOB No. 4768 • DRAWN:JAO\4768PLAT.GXD . 03-21 ADDITIONAL COURSES SEGMENT BEARING DIST. RAD. AL. DELTA ❑A (N 89°44'00" W)4 20.15' ---- ---- TANGENT (20:00')4 N 88°49'21" E 10.80' 210.05' 10.81' 2°56'50" (N 88°44'08" E)9 (10.89')9 (203.73')9 ---- ---,- © S 79°11'01" W 103.45' 270.05' 104.09' 22005'04" (S 79°13' W)1 (103.53)1 (263:73')1 (104.16')1 ---- QD S 86°47'14" W 32.39' 270.05' 32.41' 6°52'37" ❑E S 75°44'42" W 71.47' 270.05' 71.68' 15°12'27" ❑F N 00011'00" W 8.72' ---- ---- TANGENT © N 89°46'27" W 40.02' ---- ---- TANGENT (N 89°44' W)l (40.93')1 ---- ---- TANGENT N 89°46'27" W 9.28' ---- ---- TANGENT (N 89°44'000 W)6 (9.27')6 ---- ---- TANGENT �J S 00°11'00" E 10.47' ---- ---- TANGENT PAGE 1 OF 3 GOLDFINCH GLEN A REPLAT OF A PORTION OF LOT 47 E.M. HINSHAW PLAT NE 1/4 SEC 5, T 18 S, R 2 W,W.M. SPRINGFIELD, LANE COUNTY, OREGON FEBRUARY 28, 2022 NOTES THE PROPERTY IS SUBJECT TO CONVENANTS, CONDITIONS AND RESTRICTIONS AS CONTAINED IN AN INSTRUMENT RECORDED JANUARY 12, 1949 IN BOOK 388, PAGE 486 DEED RECORDS OF LANE COUNTY, OREGON. SCALE I" - 30' DATE: ------------- RECORDED BY: --------------- COUNTY CLERK 0 15 30 60 LEGEND REFERENCES • FOUND 1/2" IRON PIPE UNLESS OTHERWISE NOTED I. SPECIAL WARRANTY DEED �OO FOUND 5 8' REBAR WITH YELLOW� RECORDED OCTOBER 30, 2019 / RECEP. NO, 2019-049473 PLASTIC I.D. CAP STAMPED UNION AVENUE _ / , \ 2. LANE COUNTY OREGON DEEDS AND RECORDS. "HANKO FOUNDNS 5/8" REBAR WITH YELLOW E.M. HINSHAW PLAT BOOK 12, PAGE 20 PLASTIC I.D. CAP STAMPED LANE COUNTY PLAT RECORDS "KRUSH P.L.S. 1643" -� 3. C.S.F. NO. 6642 F. WAGGONER 1947 FD. ORIGIN UNKNOWN b \ B FOUND 5/8" REBAR WITH YELLOW vh 4 0 o . C.S.F.. . 41371 KRUSH 2009 PLASTIC I.D. CAP STAMPED N 75052'40" W 1.12' M © 2 ` v� LAND PARTITION PLAT NO. 2009-P2333 "P.LS. 655" (N.T.S.) ® o �s �� O 5. C.S.F. NO. 34076 HANKINS 1997 ° ��s� os �� \ LAND PARTITION PLAT N0. 97-P0941 O SET 5/8" x 30" REBAR WITH A _©- - — 0- q \ A �o,F� > 6. C.S.F. N0. 36303 L- OLSON 1999 YELLOW PLASTIC I.D. CAP STAMPED NIT I mo 2 "POAGE ENG. &SURV. INC. POINT LAND PARTITION PLAT NO 99-P1307 7 0 EE 14.0' 7. C.S.F. N0. 21727 NORNESS 1978 v 0° SET MAG NAIL WITH A BRASS WASHER 4 _Sm o W y !2 NOTE B 1 ) 00 m STAMPED "POAGE ENG. & SURV. INC." n 7,0' \\ \ 8. C.S.F. NO. 22037 L. OLSON 1978 ❑ COMPUTED POINT NO MONUMENT 5,768 SQ. FT. P.U.E. TERRACE 9• C.S.F. NO. 21315 FLETCHER 1978 FOUND OR SET. "ao ' oo ^ 6; 2 I ( 1* DATA OF RECORD PER REFERENCE 7,200 SQ. FL M SHOWN WITH AN ENDNOTE CORRESPONDING TO A REFERENCE m 30.00' SEE NO. SHOWN HEREON. NOTE A ) EASEMENT NOTES MEASURED DIMENSIONS EQUAL RECORD olZ - F° d - DIMENSIONS UNLESS OTHERWISE NOTED. A. A 300' PRIVATE JOINT ACCESS AND UTILITY EASEMENT CREATED HEREON. FOR USE RESTRICTIONS 89° N 49700" E I N 89°49'00' E - DENOTES LINE DRAWN NOT TO SCALE ° AND MAINTENANCE REQUIREMENTS ASSOCIATED WITH SAID JOINT ACCESS AND UTILITY EASEMENT, 82.58'_ _ _ _I_ _ 83.44' REFER TO THE MAINTENANCE AGREEMENT RECORDED 2022 m x X DENOTES WIRE FENCE o 30.00' SEE I RECEP. NO. 2022- LANE COUNTY OREGON DEEDS AND RECORDS. DENOTES BOARD FENCE N NOTE A ' 5.0' SEE 0 o aoNI` OTE B B. VARIABLE WIDTH UTILITY EASEMENT IN FAVOR OF SPRINGFIELD UTILITY BOARD (ELECTRIC) N.T.S. DIMENSION NOT SHOWN TO SCALE M i ^ig�)N RECORDED 2022 RECEP. NO. 2022- P.U.E. DENOTES PUBLIC UTILITY EASEMENT N o I LANE COUNTY OREGON DEEDS AND RECORDS. L.P.P. LAND PARTITION PLAT A ,/ I 3 C.S.F. COUNTY SURVEY FILE °O `� { o o� !� C. 5.0 FOOT WIDE UTILITY EASEMENT IN FAVOR OF SPRINGFIELD UTILITY BOARD (WATER) 6,623 SQ. FT. ' 6,518 SQ. FT. N N RECORDED 2022 RECEP. NO. 2022- PUBLIC UTILITY EASEMENT BOUNDARY z z ( ^ LANE COUNTY OREGON DEEDS AND RECORDS. 3 I ti m V 14.0' i w ��� PUBLIC SANITARY SEWER EASEMENT BOUNDARY w D. 14.0 FOOT WIDE PUBLIC SANITARY SEWER EASEMENT IN FAVOR OF THE CITY OF SPRINGFIELD 0 0o I o o o RECORDED 2022 RECEP. NO. 2022- o N S9^49'00" E ' z N 89049'00" E 83.10' o g LANE COUNTY OREGON DEEDS AND RECORDS. NO PRIVATE UTILITIES WILL BE ALLOWED 0 82.93' o I_}- - -� 66.74' o IN THE 14.0' PUBLIC SANITARY SEWER EASEMENT, EXCEPT TO CROSS SAID EASEMENT. o Z E. THE PROPERTY IS SUBJECT TO A NON -LOCATABLE PRIVATE EASEMENT FOR THE MAINTENANCE OF A WATER PIPE LINE AS DISCLOSED IN A WARRANTY ADDITIONAL COURSES 15.00' 15.00' DEED RECORDED JANUARY 12, 1949 IN BOOK 388, PG. 486 LANE COUNTY OREGON DEEDS AND RECORDS. F. NO BUILDING, STRUCTURE, TREE, SHRUBBERY OR OTHER OBSTRUCTION SHALL BE SEGMENT BEARING DIST. RAD. AL. DELTA o aoo PLACED ON OR IN A PUBLIC UTILITY EASEMENT. QA (N 89°44'00" W)4 20a5' 4 ---- ---- TANGENT ��- 167.5' 14 81°58'22 E 167.33')1 (N 81°54' E CITY OF SPRINGFIELD CASE No. 811-20-000078-TYP2 ASSESSOR'S MAP NO. 18-02-05-12 TL No. 2100 PLOTTER: CANON iPF 605 INK:CANON ipf102-mbk MEDIA: 'PIXELLE' RIJB24-36 EXPIRES: DECEMBER 31, 2022 POAGE ENGINEERING & SURVEYING, INC. P.O. BOX 2527 • EUGENE, OREGON 97402 • (541) 485-4505 JOB No. 4768 • DRAWN: JAO\4766PLAT.GXD • 03-21 PAGE 2 OF 3 (20.00,) Q N 88°49'21" E 10.80' 210.05' 10.81' 2056150" (N 88°44'08" E)9 (10.89')9 (203.73')9 ---- ---- © S 79°11'01" W 103.45' 270.05' 104.09' 22°05'04" (S 79°13' W)1 (103.53)1 (263.73')1 (104.16')1 ---- QD S 86°47'14" W 32.39' 270.05' 32.41' 6°52'37" S 75°44'42" W 71.47' 270.05' 71.68' 15°12'27" 0 N 00`11'00" W 8.72' ---- ---- TANGENT © N 89°46'27" W 40.02' ---- ---- TANGENT (N 89°44' W)1 (40.93')1 ---- ---- TANGENT Q N 89°46'27" W 9.28' ---- --- TANGENT (N 89°44'00" W)6 (9.27')6 ---- ---- TANGENT �J S 00°11'00" E 10AT ---- ---- TANGENT PAGE 2 OF 3 GOLDFINCH GLEN A REPLAT OF A PORTION OF LOT 47 B.M. HINSHAW PLAT NE 1/4 SEC 5, T 18 S, R 2 W,W.M. SPRINGFIELD, LANE COUNTY, OREGON FEBRUARY 28, 2022 SURVEYOR'S CERTIFICATE I, JONATHAN A. OAKES, A REGISTERED PROFESSIONAL LAND SURVEYOR, DO HEREBY CERTIFY THAT HAVE CORRECTLY SURVEYED AND MARKED, WITH PROPER MONUMENTS THE HEREON DESCRIBED PLAT, THAT THE INITIAL POINT IS A 5/8" x 30" REBAR WITH A YELLOW PLASTIC CAP STAMPED "POAGE ENG. & SURV. INC." SET FLUSH WITH THE SURFACE OF THE GROUND AND IS LOCATED AS DESCRIBED AND SHOWN HEREON AND I HAVE ACCURATELY DESCRIBED THE TRACT OF LAND UPON WHICH THE LOTS OF THIS SUBDIVISION ARE LAID OUT ON AS FOLLOWS: BEGINNING AT A POINT ON THE SOUTH MARGIN OF UNION AVENUE, SAID POINT BEING 30.0 FEET SOUTHERLY OF, WHEN MEASURED AT RIGHT ANGLES TO, THE CENTERLINE OF UNION AVENUE, SAID POINT ALSO BEING SOUTH 89046'27" EAST 182.35 FEET FROM THE NORTHWEST CORNER OF LOT 47 OF THE E.M. HINSHAW PLAT AS PLATTED AND RECORDED IN BOOK 12, PAGE 20, LANE COUNTY OREGON PLAT RECORDS; THENCE LEAVING SAID SOUTH MARGIN AND RUNNING SOUTH 00°04'00" WEST 254.30 FEET TO A POINT ON THE NORTH BOUNDARY OF THAT CERTAIN TRACT OF LAND IDENTIFIED AS PARCEL ELEVEN IN A WARRANTY DEED RECORDED OCTOBER 30, 1985 RECEP. NO. 8539189 LANE COUNTY OREGON DEEDS AND RECORDS; THENCE ALONG SAID NORTH BOUNDARY NORTH 81958'22" EAST 167,69 FEET TO A POINT ON THE EAST BOUNDARY OF SAID LOT 47; THENCE LEAVING SAID NORTH BOUNDARY AND RUNNING ALONG THE EAST BOUNDARY OF SAID LOT 47 NORTH 00°04'00" EAST 211.27 FEET TO AN ANGLE POINT THEREIN; THENCE CONTINUING ALONG SAID EAST BOUNDARY NORTH 32°05'30" WEST 45.87 FEET TO A POINT ON THE SOUTH MARGIN OF UNION AVENUE, SAID POINT BEING 30.0 FEET FROM, WHEN MEASURED AT RIGHT ANGLES TO THE CENTERLINE OF UNION AVENUE; THENCE RUNNING ALONG THE SOUTH MARGIN OF UNION AVENUE ALONG THE ARC OF A 270.05 FOOT RADIUS CURVE RIGHT (THE CHORD OF WHICH BEARS SOUTH 79°11'01" WEST 103.45 FEET) A DISTANCE OF 104.09 FEET; THENCE CONTINUING ALONG SAID SOUTH MARGIN NORTH 89°46'27" WEST 40.02 FEET TO THE POINT OF BEGINNING, ALL IN LANE COUNTY OREGON. JONATHAN A. OAKES L.S. NO. 2105 NARRATIVE THIS SURVEY WAS PERFORMED AT THE REQUEST OF THE OWNER TO ESTABLISH THE EXTERIOR BOUNDARY OF THAT CERTAIN PROPERTY DESCRIBED IN A SPECIAL WARRANTY DEED RECORDED OCTOBER 30, 2019 RECEPTION NO. 2019-049473 LANE COUNTY OREGON DEEDS AND RECORDS, AND TO FURTHER SUBDIVIDE SAID TRACT INTO SIX (6) LOTS IN ACCORDANCE WITH THE CONDITIONS OF APPROVAL OF A LAND USE APPLICATION APPROVED BY THE CITY OF SPRINGFIELD PLANNING DEPT. UNDER CASE NO. 811-20-000076-TYP2 THE BASIS OF BEARING IS DEFINED BY THE WEST BOUNDARY OF LAND PARTITION PLAT NO. 97-PO941 AS PLATTED AND RECORDED FEBRUARY 3, 1997 IN THE LANE COUNTY PARTITION PLAT FILES. THE BASIS OF BEARING WAS ESTABLISHED BY HOLDING THE POSITION OF THE FOUND 5/8" REBAR WITH A YELLOW PLASTIC CAP STAMPED "HANKINS L.S. 687" ACCEPTED AS BEING ON THE SOUTH MARGIN OF UNION TERRACE AND MARKING THE NORTHWEST CORNER OF SAID LAND PARTITION PLAT NO. 97-PO941, TOGETHER WITH THE LINE ESTABLISHED BETWEEN THE LAST DESCRIBED POINT AND A FOUND 5/8" REBAR WITH A YELLOW PLASTIC CAP STAMPED "HANKINS L.S. 687" ACCEPTED AS MARKING THE SOUTHWEST CORNER OF SAID LAND PARTITION PLAT NO. 97-PO941. A LINE PARALLEL TO AND 209.52 FEET WEST OF THE BASIS OF BEARING DEFINES THE EAST BOUNDARY OF THE SUBJECT PROPERTY. THE INTERSECTION OF THE SOUTH MARGIN OF UNION TERRACE AND THE EAST BOUNDARY OF THE SUBJECT PROPERTY WAS ESTABLISHED BY HOLDING RECORD BEARINGS AND DISTANCES PER SURVEY REFERENCE NO. 3 AS MEASURED WESTERLY FROM THE FOUND 5/8" REBAR WITH A YELLOW PLASTIC CAP STAMPED "HANKINS L.S. 687" ACCEPTED AS BEING ON THE SOUTH MARGIN OF UNION TERRACE AND MARKING THE NORTHWEST CORNER OF LAND PARTITION PLAT NO. 97-PO941. THE ANGLE POINT ON THE EASTERLY BOUNDARY OF THE SUBJECT PROPERTY WAS ESTABLISHED AT THE RECORD BEARING AND DISTANCE PER SURVEY REFERENCE NO. 3 AS MEASURED NORTHERLY FROM THE HEREIN ESTABLISHED INTERSECTION OF THE SOUTH MARGIN OF UNION TERRACE AND THE EAST BOUNDARY OF THE SUBJECT PROPERTY. A LINE RUNNING NORTHWESTERLY FROM THIS ANGLE POINT, PARALLEL TO THE BOUNDARY OF LOT 48-49 OF THE E.M. HINSHAW PLAT AS MONUMENTED IN SURVEY REFERENCE NO. 8 WAS CLOSED ONTO THE SOUTH MARGIN OF UNION AVENUE TO DEFINE THE NORTHEAST CORNER OF THE SUBJECT PROPERTY. THE SOUTH MARGIN OF UNION AVENUE WAS ESTABLISHED PARALLEL TO AND 60.0 FEET SOUTHERLY OF THE NORTH MARGIN OF UNION AVENUE. THE NORTH MARGIN OF UNION AVENUE WAS ESTABLISHED BY HOLDING THE POSITION OF THE FOUND 1/2" IRON PIPE ACCEPTED AS BEING ON THE NORTH MARGIN OF UNION AVENUE AND MARKING A POINT OF CURVATURE IN THE MARGIN OF UNION AVENUE, TOGETHER WITH THE LINE ESTABLISHED BETWEEN THE LAST DESCRIBED POINT AND THE FOUND 5/8-REBAR WITH A YELLOW PLASTIC CAP STAMPED "LS. 655" ACCEPTED AS BEING ON THE NORTH MARGIN OF UNION AVENUE AND MARKING THE SOUTHWEST CORNER OF LAND PARTITION PLAT NO. 99-P1307. A LINE PARALLEL TO AND 60 FEET SOUTHERLY OF THE HEREIN ESTABLISHED NORTH MARGIN OF UNION AVENUE WAS HELD TO DEFINE THE TANGENT PORTION OF THE SOUTH MARGIN OF UNION AVENUE ABUTTNG THE SUBJECT PROPERTY. THERE APPEARS TO BE AN ERROR IN THE CURVE DATA LISTED IN SURVEY REFERENCE NO. 1 FOR THE ARC PORTION OF THE UNION AVENUE RIGHT OF WAY FORMING THE NORTH BOUNDARY OF THE SUBJECT PROPERTY. IN USING THE RECORD DELTA AND RADIUS IN THE CURVE CALCULATION, I CAN NOT MATCH THE LONG CHORD OR ARC LENGTH DIMENSIONS LISTED IN THE LEGAL DESCRIPTION. HOWEVER, BY HOLDING THE CHORD LENGTH AND THE DELTA ANGLE AND SOLVING FOR THE RADIUS RESULTS IN A RADIUS THAT, WHEN USED TO SOLVE FOR THE ARC LENGTH YIELDS AN ARC LENGTH THAT CLOSELY MATCHES THE RECORD. THEREFORE I HAVE USED THE CALCULATED RADIUS TO DEFINE THE ARC PORTION OF THE ..... CITY OF SPRINGFIELD CASE No. 811-20-000078-TYP2 ASSESSOR'S MAP NO. I8-02-05-12 TL No. 2100 DATE: ----------- RECORDED BY: ------------- COUNTY CLERK ..... NORTHERN BOUNDARY ABUTTING THE SOUTH MARGIN OF UNION AVENUE. THE NORTHWEST CORNER OF THE SUBJECT PROPERTY WAS ESTABLISHED ON THE HEREIN DEFINED SOUTH MARGIN OF UNION AVENUE AT THE RECORD DISTANCE EASTERLY OF THE NORTHWEST CORNER OF LOT 47 OF THE E.M. HINSHAW PLAT. THE NORTHWEST CORNER OF LOT 47 BEING THE INTERSECTION OF THE SOUTH MARGIN OF UNION AVENUE AND THE EAST MARGIN OF FERN WAY. THE EAST MARGIN OF FERN WAY WAS ESTABLISHED BY A LINE RUNNING PARALLEL TO THE BASIS OF BEARING USED HEREON, FROM A POINT ON THE EAST MARGIN OF FERN WAY ESTABLISHED FROM RECORD DATA PER SURVEY REFERENCE NO. 7. THIS LINE WAS CLOSED ONTO THE SOUTH MARGIN OF UNION AVENUE TO DEFINE THE NORTHWEST CORNER OF SAID LOT 47. THE SOUTH BOUNDARY OF THE SUBJECT PROPERTY IS DEFINED BY THE NORTHERN BOUNDARY OF THAT CERTAIN PROPERTY IDENTIFIED AS PARCEL ELEVEN 1N A WARRANTY DEED RECORDED OCTOBER 30, 1985 RECEP. NO. 8539189 LANE COUNTY DEEDS AND RECORDS. SAID NORTH LINE WAS ESTABLISHED BY HOLDING THE POSITION OF THE FOUND 5/8" REBAR WITH A YELLOW PLASTIC CAP ACCEPTED AS BEING ON THE NORTH BOUNDARY OF SAID LAST DESCRIBED TRACT AND MARKING THE SOUTHWEST CORNER OF LAND PARTITION PLAT NO. 97-PO941, TOGETHER WITH THE LINE ESTABLISHED BETWEEN THE LAST DESCRIBED POINT AND THE FOUND 5/8" REBAR ACCEPTED AS BEING ON THE NORTH MARGIN OF SAID LAST DESCRIBED TRACT AND THE MARKING THE SOUTHWEST CORNER OF THAT CERTAIN TRACT OF LAND SURVEYED UNDER SURVEY REFERENCE NO. 7. A LINE RUNNING SOUTHERLY, PARALLEL TO THE BASIS OF BEARING AND MEASURED FROM THE HEREIN ESTABLISHED ANGLE POINT IN THE EASTERN BOUNDARY AND THE HEREIN ESTABLISHED NORTHWEST CORNER OF THE SUBJECT PROPERTY WAS CLOSED ONTO THE HEREIN ESTABLISHED SOUTHERN BOUNDARY TO DEFINE THE SOUTHEAST AND SOUTHWEST CORNERS, RESPECTIVELY OF THE SUBJECT PROPERTY. WITH THE EXTERIOR BOUNDARY SO DEFINED, THE PROPERTY WAS THEN DIVIDED INTO SIX (6) LOTS AT THE DIRECTION OF THE OWNER AND IN ACCORDANCE WITH THE APPROVED PRELIMINARY PLAN. POAGE ENGINEERING & SURVEYING, INC. P.O. BOX 2527 • EUGENE, OREGON 97402 •.(541) 485-4505 JOB No. 4768 • DRAWN: IAO\4768PLAT.GXD • 03-21 ANNE McGINLEY, MEMBER TANAGER PROPERTIES LLC ACKNOWLEDGMENT STATE OF OREGON ) SS COUNTY OF LANE I ON THIS DAY OF 2022 THERE APPEARED BEFORE ME, A NOTARY PUBLIC FOR THE STATE OF OREGON, - COUNTY OF LANE THE HEREON NAMED ANNE MCGINLEY, BEING KNOWN TO ME OR PROVED TO ME BY SATISFACTORY EVIDENCE TO BE THE SAME PERSON WHO EXECUTED THE DECLARATION HEREON SHOWN IN HER AUTHORIZED CAPACITY AS MANAGING MEMBER OF TANAGER PROPERTIES LLC AND ACKNOWLEDGED THE SAME TO BE HER VOLUNTARY ACT AND DEED. NOTARY PUBLIC FOR OREGON NOTARY PRINTED NAME COMMISSION NUMBER: COMMISSION EXPIRES: OWNER'S DECLARATION APPROVALS & ACCEPTANCES KNOW ALL PERSONS BY THESE PRESENT THAT TANAGER PROPERTIES LLC IS THE OWNER OF THE HEREON DESCRIBED PROPERTY, AND IT DOES CAUSE THE SAME TO BE SUBDIVIDED AND PLATTED AS HEREON SHOWN ACCORDING TO THE PROVISIONS OF THE OREGON REVISED STATUTES, CHAPTER 92, AND IT DOES DEDICATE TO THE PUBLIC CITY OF SPRINGFIELD PLANNING DATE FOREVER THE 7.0 FOOT PUBLIC UTILITY EASEMENT ADJACENT TO THE WESTERLY MARGIN OF UNION TERRACE AND THE EAST BOUNDARY OF LOT 2 AS SHOWN HEREON, AND IT DOES ACKNOWLEDGE THE 14.0 FOOT PUBLIC SANITARY SEWER EASEMENT IN FAVOR OF THE CITY OF SPRINGFIELD SHOWN HEREON, CREATED BY A SEPARATE DOCUMENT REFERENCED CITY OF SPRINGFIELD ENGINEERING/ SURVEYING DATE HEREON, AND IT DOES CREATE A PRIVATE 30.0 FOOT WIDE JOINT ACCESS AND UTILITY EASEMENT ACROSS PORTIONS OF LOTS 1-6, FOR THE BENEFIT OF LOTS 1-6, AS SHOWN HEREON, AND IT DOES CREATE A 16 FOOT WIDE DRAINAGE EASEMENT LOCATED ON LOT 2, FOR THE BENEFIT OF LOTS 2-6 AS SHOWN HEREON AND IT DOES ACKNOWLEDGE THE LANE COUNTY ASSESSOR DATE VARIABLE WIDTH UTILITY EASEMENT ACROSS LOTS 1-6 FOR THE BENEFIT OF THE SPRINGFIELD UTILITY BOARD, ELECTRIC DIVISION AS SHOWN HEREON, CREATED BY A SEPARATE DOCUMENT REFERENCED HEREON, AND IT DOES ACKNOWLEDGE THE 5.0 FOOT WIDE UTILITY EASEMENT ACROSS LOT I FOR THE BENEFIT OF THE SPRINGFIELD UTILITY BOARD, WATER DIVISION AS SHOWN HEREON, CREATED BY A SEPARATE LANE COUNTY BOARD OF COMMISSIONERS DATE DOCUMENT REFERENCED HEREON, AND IT DOES CREATE A DEVELOPMENT RESTRICTION AFFECTING LOT 5 AS SHOWN HEREON AND IT DOES ACKNOWLEDGE THE EXISTING EASEMENTS OF RECORD AFFECTING THE SUBJECT PROPERTY SHOWN HEREON. ..... NORTHERN BOUNDARY ABUTTING THE SOUTH MARGIN OF UNION AVENUE. THE NORTHWEST CORNER OF THE SUBJECT PROPERTY WAS ESTABLISHED ON THE HEREIN DEFINED SOUTH MARGIN OF UNION AVENUE AT THE RECORD DISTANCE EASTERLY OF THE NORTHWEST CORNER OF LOT 47 OF THE E.M. HINSHAW PLAT. THE NORTHWEST CORNER OF LOT 47 BEING THE INTERSECTION OF THE SOUTH MARGIN OF UNION AVENUE AND THE EAST MARGIN OF FERN WAY. THE EAST MARGIN OF FERN WAY WAS ESTABLISHED BY A LINE RUNNING PARALLEL TO THE BASIS OF BEARING USED HEREON, FROM A POINT ON THE EAST MARGIN OF FERN WAY ESTABLISHED FROM RECORD DATA PER SURVEY REFERENCE NO. 7. THIS LINE WAS CLOSED ONTO THE SOUTH MARGIN OF UNION AVENUE TO DEFINE THE NORTHWEST CORNER OF SAID LOT 47. THE SOUTH BOUNDARY OF THE SUBJECT PROPERTY IS DEFINED BY THE NORTHERN BOUNDARY OF THAT CERTAIN PROPERTY IDENTIFIED AS PARCEL ELEVEN 1N A WARRANTY DEED RECORDED OCTOBER 30, 1985 RECEP. NO. 8539189 LANE COUNTY DEEDS AND RECORDS. SAID NORTH LINE WAS ESTABLISHED BY HOLDING THE POSITION OF THE FOUND 5/8" REBAR WITH A YELLOW PLASTIC CAP ACCEPTED AS BEING ON THE NORTH BOUNDARY OF SAID LAST DESCRIBED TRACT AND MARKING THE SOUTHWEST CORNER OF LAND PARTITION PLAT NO. 97-PO941, TOGETHER WITH THE LINE ESTABLISHED BETWEEN THE LAST DESCRIBED POINT AND THE FOUND 5/8" REBAR ACCEPTED AS BEING ON THE NORTH MARGIN OF SAID LAST DESCRIBED TRACT AND THE MARKING THE SOUTHWEST CORNER OF THAT CERTAIN TRACT OF LAND SURVEYED UNDER SURVEY REFERENCE NO. 7. A LINE RUNNING SOUTHERLY, PARALLEL TO THE BASIS OF BEARING AND MEASURED FROM THE HEREIN ESTABLISHED ANGLE POINT IN THE EASTERN BOUNDARY AND THE HEREIN ESTABLISHED NORTHWEST CORNER OF THE SUBJECT PROPERTY WAS CLOSED ONTO THE HEREIN ESTABLISHED SOUTHERN BOUNDARY TO DEFINE THE SOUTHEAST AND SOUTHWEST CORNERS, RESPECTIVELY OF THE SUBJECT PROPERTY. WITH THE EXTERIOR BOUNDARY SO DEFINED, THE PROPERTY WAS THEN DIVIDED INTO SIX (6) LOTS AT THE DIRECTION OF THE OWNER AND IN ACCORDANCE WITH THE APPROVED PRELIMINARY PLAN. POAGE ENGINEERING & SURVEYING, INC. P.O. BOX 2527 • EUGENE, OREGON 97402 •.(541) 485-4505 JOB No. 4768 • DRAWN: IAO\4768PLAT.GXD • 03-21 ANNE McGINLEY, MEMBER TANAGER PROPERTIES LLC ACKNOWLEDGMENT STATE OF OREGON ) SS COUNTY OF LANE I ON THIS DAY OF 2022 THERE APPEARED BEFORE ME, A NOTARY PUBLIC FOR THE STATE OF OREGON, - COUNTY OF LANE THE HEREON NAMED ANNE MCGINLEY, BEING KNOWN TO ME OR PROVED TO ME BY SATISFACTORY EVIDENCE TO BE THE SAME PERSON WHO EXECUTED THE DECLARATION HEREON SHOWN IN HER AUTHORIZED CAPACITY AS MANAGING MEMBER OF TANAGER PROPERTIES LLC AND ACKNOWLEDGED THE SAME TO BE HER VOLUNTARY ACT AND DEED. NOTARY PUBLIC FOR OREGON NOTARY PRINTED NAME COMMISSION NUMBER: COMMISSION EXPIRES: