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HomeMy WebLinkAboutPlan, Tentative APPLICANT 12/10/2019SEE DETAIL 2 HEREON II � LOT 5 cc e9 LOT 6 w LOT 7 FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "TUCKER PLS 2633" AS SHOWN IN REFERENCE 1. �J w LOT 8 SCALE 1 " = 60' w w THE RESERVE AT WALNUT GROVE LOT 149 LOT 152 LUCERNE FILE 731 MEADOWS SLIDE 337 - 340 6' 30' 30' FOUND 5 8" IRON ROD AS LOT 150 i SHOWN IN REFERENCE 1. LOT 151 LOT 13 INITIAL POINT LOT 15 0 0 cs, o zgf SEE CC & R'S RECORDED ON REEL 2027R, RECEPTION NO. 9500590 FOR FUTURE RIGHT-OF-WAY DEDICATION LOT 15 FOUND 5/8" IRON REBAR AS SHOWN IN REFERENCE 1. N 00-05'16"W, 0.08 FROM ACTUAL CORNER PLANNING NO. 811-18-000228-TYP2 - ASSESSOR'S MAP 18-02-05-13 TAX LOT 3100 PLOTTER: EPSON SURECOLOR T5270 INK: EPSON T6925 PAPER: RIJB24-36 LOT 12 0 0 o� LOT 11 0 LOT 5 NW 1/4 SEC. 5, T.18S., R.2W., W.M. SPRINGFIELD, LANE COUNTY, OREGON NOVEMBER 21, 2019 RECORDED 0.50' 0.50' (257.60' S89°5936"E)1 DA TE.• COUNTY CLERK BY - FOUND Y.• EASEMENTS 1D 7' PUBLIC UTILITY EASEMENT AS DEDICATED HEREON U2 14' PUBLIC DRAINAGE EASEMENT AS DEDICATED PER DOC,. # LANE COUNTY SURVEYORS OFFICE C. S. FILE N0, FILING DATE FOUND 5/8" IRON ROD WITH RED PLASTIC CAP STAMPED "RM ROBERTS SURV. INC." DETAIL 2 LEGEND NO SCALE FOUND MONUMENT: 5/8" IRON REBAR WITH YELLOW PLASTIC CAP STAMPED "ROBERTS SURV. INC." SET IN CSF 44799, UNLESS OTHERWISE NOTED • MONUMENT FOUND AS NOTED PER CSF 44799 O 5/8" X 30" IRON ROD WITH YELLOW PLASTIC CAP "ROBERTS SURV. INC." TO BE POST-MONUMENTED • COMPUTED POINT NOTES - - - - - - - EASEMENT LINE DENOTES NOT TO SCALE 1. NO BUILDING, STRUCTURE, TREE OR OTHER OBSTRUCTION SHALL ( ) DATA OF RECORD. HOLDING RECORD DATA AS MEASURED. BE PLACED OR LOCATED ON OR IN A PUBLIC UTILITY EASEMENT. S.F. SQUARE FEET 2. MEASURED BEARINGS AND DISTANCES WERE, FOUND TO BE THE CSF COUNTY SURVEY FILE YPC YELLOW PLASTIC CAP SAME AS REFERENCE 1, UNLESS OTHERWISE NOTED. CD CD NTS NOT TO SCALE `" 32.44' N90°00'00"W �. � L7 C1 • cn m FOUND 5/8" IRON ROD WITH YELLOW �-, - - - • • _ LCDR LANE COUNTY DEEDS AND RECORDS C2 PLASTIC CAP STAMPED "BRANCH U, N IVY ST. C6 ENGINEERING" AS SHOWN IN REFERENCE 1. l C4- j CP_ 97.40' • (257.60' I 0 S89°59'36"E)1 BEARING L1 1 15 I 107.83' 14.14 i 99.77' 14.14 • 6,835 S.F. ( 99.77' ` �, 0 i 5 10 I ° ,> N90 00 00 W I�� (� 1 25' � i 6,296 S.F. 1 Ln 5,724 S.F. "' I 5 ' 3 6,037 S.F. CD N90°00'00 "W • 23°00'21" N90°00'00 "W • 25 25 , N90°00'00"W _ - 59.82 • 99.77' 107.75' 6,435 S.F. • o, o • 6 99.77' N90 00 00 W d- N• I � ( 0 18 of of o � Io 1 2 0 I 99.77' 0 6,462 S.F. i o `� I 5,986 S.F. o 7 0 Ln N90°00'00 "w I c i I 5, 038 S.F. Ln •' 97.11'- 107.66' 1 N • N90°00'00"W • - - 99.77' i 99.77' 0 17 CD I co ( I o 3 a c) C/-) I 5,038 S.F. N90°00'00"W 6, 457 S.F. - N co 5,986 S.F. O N90°00'00"W I o i ( z •• 107.57' 0 U-) • N90°00'00"W • Q o i 99.77' w 0-) 0 16 o f o 5' X 5' m 1 6, 401 S.F. I 4 4+- :-� it O r -j0 97.47'- _. • `r 6,509 S.F. o o LOT 15 0 0 cs, o zgf SEE CC & R'S RECORDED ON REEL 2027R, RECEPTION NO. 9500590 FOR FUTURE RIGHT-OF-WAY DEDICATION LOT 15 FOUND 5/8" IRON REBAR AS SHOWN IN REFERENCE 1. N 00-05'16"W, 0.08 FROM ACTUAL CORNER PLANNING NO. 811-18-000228-TYP2 - ASSESSOR'S MAP 18-02-05-13 TAX LOT 3100 PLOTTER: EPSON SURECOLOR T5270 INK: EPSON T6925 PAPER: RIJB24-36 LOT 12 0 0 o� LOT 11 0 LOT 5 NW 1/4 SEC. 5, T.18S., R.2W., W.M. SPRINGFIELD, LANE COUNTY, OREGON NOVEMBER 21, 2019 RECORDED 0.50' 0.50' (257.60' S89°5936"E)1 DA TE.• COUNTY CLERK BY - FOUND Y.• EASEMENTS 1D 7' PUBLIC UTILITY EASEMENT AS DEDICATED HEREON U2 14' PUBLIC DRAINAGE EASEMENT AS DEDICATED PER DOC,. # LANE COUNTY SURVEYORS OFFICE C. S. FILE N0, FILING DATE FOUND 5/8" IRON ROD WITH RED PLASTIC CAP STAMPED "RM ROBERTS SURV. INC." DETAIL 2 LEGEND NO SCALE FOUND MONUMENT: 5/8" IRON REBAR WITH YELLOW PLASTIC CAP STAMPED "ROBERTS SURV. INC." SET IN CSF 44799, UNLESS OTHERWISE NOTED • MONUMENT FOUND AS NOTED PER CSF 44799 O 5/8" X 30" IRON ROD WITH YELLOW PLASTIC CAP "ROBERTS SURV. INC." TO BE POST-MONUMENTED • COMPUTED POINT NOTES - - - - - - - EASEMENT LINE DENOTES NOT TO SCALE 1. NO BUILDING, STRUCTURE, TREE OR OTHER OBSTRUCTION SHALL ( ) DATA OF RECORD. HOLDING RECORD DATA AS MEASURED. BE PLACED OR LOCATED ON OR IN A PUBLIC UTILITY EASEMENT. S.F. SQUARE FEET 2. MEASURED BEARINGS AND DISTANCES WERE, FOUND TO BE THE CSF COUNTY SURVEY FILE YPC YELLOW PLASTIC CAP SAME AS REFERENCE 1, UNLESS OTHERWISE NOTED. CD CD NTS NOT TO SCALE `" 32.44' N90°00'00"W �. � L7 C1 • cn m FOUND 5/8" IRON ROD WITH YELLOW �-, - - - • • _ LCDR LANE COUNTY DEEDS AND RECORDS C2 PLASTIC CAP STAMPED "BRANCH U, N IVY ST. C6 ENGINEERING" AS SHOWN IN REFERENCE 1. l C4- j CP_ 97.40' • CURVE TABLE I 0 • \ C3 BEARING L1 1 15 I L2 14.14 i 99.77' 14.14 • 6,835 S.F. ( 5 L5 �, 0 i 5 0 Ln 14.14 ° ,> N90 00 00 W ( 25' ! 25' � i 6,296 S.F. 1 Ln • 107.30' 1 • 3 N72008'54"W ( N90°00'00 "W 0 23°00'21" 14 00 C6 , • _ - 59.82 • 99.77' 6,435 S.F. Z;I o, o U� 6 N90 00 00 W I • N• I � ( 5,038 S.F. N90°00'00"W � 107.21 I , I 99.77' • 13 o �I . o ILn 7 0 Ln 1 6,701 S.F. I ,� I 5, 038 S.F. Ln 97.11'- • N • N90°00'00"W - - • �`� • s, 99.77' `� 132.07' S90°00'00"E 4 I o 5 X 5 8 0 ,� Ln - - - • LO KALMIA ST. '' I 5,038 S.F. N90°00'00"W o - N • �6 • • 1 99.77' 0 d- 97.03' 1 12 1 0 6,904 S.F. L Ln N90000 )00)1W 106.93' I TRACT A L �I 9,117 S. F. 96.81 • �I co 0 0 P CD 0 cn i N (25e.bu JASPER RD. Lc)o is 9 0 CURVE TABLE I 0 5,038 S.F.Ln BEARING L1 15.12 N90°00'00"W L2 14.14 • 99.77' 14.14 • io 10 a L5 Ln 0 5,038 S.F. 0 Ln 14.14 S45°00'00"E N90000'00"W 7.52 S90000'00"E • 99.77' N89°10'00"W • IL i06 11 1 CD N72008'54"W C5 S.F. 0 23°00'21" • �5,864 o 89.78' C6 150.00 • _ - 59.82 1 N89°10'00"W)1 LOT 4 0 Q4 LAND PARTITION PLAT NO. 95-PO763 PARCEL 2 `- SEE DETAIL 1 HEREON REFERENCES (1) CSF 44799 BY KENT BAKER, AUGUST 16, 2019 EAST, 0.19' N89°10'00"W 256.60' EAST, 0.13' SOUTH 0.14' JASPER RD. T)PT'ATT 1 SOUTH, 0.08' FOUND 5/8" IRON REBAR AS SHOWN IN REFERENCE 1. FOUND 1" IRON ROD AS SHOWN IN REFERENCE 1 811 I��c��va��=rvP� Mthor vUm a ncP) C�(uCe Wi P9 1 (*-1 LINE TABLE CURVE TABLE LINE LENGTH BEARING L1 15.12 N41 °23'57"W L2 14.14 N45°00'00"E L3 14.14 N45000'00"W L4 12.98 S50°22'4911W L5 14.14 S45°OQ'00"W L6 14.14 S45°00'00"E L7 7.52 S90000'00"E L8 35.00 N89°10'00"W L9 1 35.00 N89°10'00"W 811 I��c��va��=rvP� Mthor vUm a ncP) C�(uCe Wi P9 1 (*-1 gat Rice A 10 ;2!1019 Submilual DATE: NOVEMBER 21, 2019 REVISION DATE: JOB N0. SHEET 1 OF 2 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 15, 2003 KENT BAKER #59885 RENEWS: 12-31-2019 o Roberts Surveying, Inc. R P.O. Box 7155 S Springfield, OR. 97475 I Bus. (541) 345-1112 CURVE TABLE CURVE RADIUS LENGTH DELTA CHORD DIRECTION C1 175.00 42.68 13°5822" 42.57 N73°58'50"W C2 125.00 50.19 23°00'21" 49.85 S78°29'50"E C3 175.00 70.27 23000'21" 69.80 S78°29'50"E C4 125.00 22.49 10°18'30" 22.46 N72008'54"W C5 150.00 60.23 23°00'21" 59.83 S78°29'50"E C6 150.00 60.23 23°00'20" 59.82 N78°29'49"W gat Rice A 10 ;2!1019 Submilual DATE: NOVEMBER 21, 2019 REVISION DATE: JOB N0. SHEET 1 OF 2 REGISTERED PROFESSIONAL LAND SURVEYOR OREGON JULY 15, 2003 KENT BAKER #59885 RENEWS: 12-31-2019 o Roberts Surveying, Inc. R P.O. Box 7155 S Springfield, OR. 97475 I Bus. (541) 345-1112