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HomeMy WebLinkAboutPlat, Subdivision APPLICANT 1/6/2020JASPER MEADOWS EIGHTH ADDITION BEING A REPEAT OF PARCEL 2 OF LPPN 2006-P1978 AND A PORTION OF PARCEL 1 OF LPPN 99-P1279 S.E. 1/4, S.W. 1/4 SEC. 3, T.18S., R.2W., W.M. SPRINGFIELD, LANE COUNTY, OREGON DECEMBER 30, 2019 INDEX SURVEYOR'S CERTIFICATE PAGE 1 NARRATNE, SURVEYOR'S CERTTRCATE; LEGEND, REFERENCES, POST-MONUMENTATION, DECLARATION, ACKNOWLEDGMENT, OWNER, RESTRICTIONS AND APPROVALS & ACCEPTANCES PAGE 2 PLAT BOUNDARY PAGE 3 LOT LAYOUT - NORTH PAGE 4 LOT LAYOUT - SOUTH .NARRATIVE THE PURPOSE OF THIS SURVEY IS 70 MARK WITH PROPER MONUMENTS IN ACCORDANCE WITH OREGON REVISED STATUTES CHAPTER 92 AND LOCAL ORDINANCES THE SUBDIVISION PLAT OF JASPER MEADOWS EIGHTH ADDITION (PHASE 9), CITY OF SPRINGFIELD CASE NUMBER 811--17-000087-TYPZ AS GIVEN TENTATIVE APPROVAL SEPTEMBER 27, 2017. THE PUNTS AND LINES SHOWN ON THIS SUBDIVISION PLAT WERE ESTABLISHED AS FOLLOWS: SOUTH BOUNDARY THIS SUBDIVISION HAS THE SAME PARENT PROPERTY AS JASPER MEADOWS SECOND ADDITION THE SOUTH BOUNDARY OF THAT PARENT PROPERTY IS THE SOUTH BOUNDARY OF THIS SITE AND OF JASPER MEADOWS SECOND ADDITION JASPER MEADOWS SECOND ADDITION RETRACED AND HELD THE MONUMENTED SOUTH BOUNDARY OF THE PARENT PROPERTY. THE SOUTH BOUNDARY OF JASPER MEADOWS SECOND ADDITION WAS RETRACED BY HOLDING THE 518' REBAR AT THE SOUTHEAST CORNER OF JASPER MEADOWS SECOND ADDITION AND A POINT 15.64 FEET SOUTHERLY BY PERPENDICULAR MEASUREMENT FROM THE CENTERLINE 518" RES4R AT THE WES7FRLY END OF QUARTZ AVE. THE SOUTH BOUNDARY OF JASPER MEADOWS SECOND ADDITION WAS EXTENDED WESTERLY TO ESTABLISH- THE SOUTH BOUNDARY OF THIS SITE SOUTH 607H STREET THE CENTERLINE OF SOUTH 60TH WAS ESTABLISHED BY HOLDING THE CENTERLINE DATA ON THE JASPER MEADOWS SECOND ADDITION PLAT AND THE MAJORITY OF THE FOUND MONUMENTARON THE WESTERLY RIGHT-OF-WAY MARGIN WAS ESTABUSHED BY OFFSE:77ING THE CENTERUNE WESTERLY BOUNDARY JASPER MEADOWS FIRST AND SECOND ADDITIONS THE WESTERLY BOUNDARY OF JASPER MEADOWS SECOND ADDITION IS A SOUTHERLY EXTENSION OF THE WESTERLY BOUNDARY OF JASPER MEADOWS FIRST ADDITION THE CENTERLINE 518" RESAR AT THE WESTERLY END OF QUARTZ AVE AND THE 518" REBAR AT THE SOUTHWEST CORNER OF LOT 60 WERE HELD. THIS UNE WAS EXTENDED RECORD PLAT DISTANCE NORTHERLY TO ESTABUSH AN INTERNAL ANGLE IN THE WESTERLY BOUNDARY OF JASPER MEADOWS FIRST ADDITION THIS INTERNAL ANGLE POINT AND THE 518" RE6 AR FOUND AT ANOTHER ANGLE POINT IN THE WESTERLY BOUNDARY OF JASPER MEADOWS FIRST ADDITION WERE HELD. PARCEL 2, LPPN 2006—P1978 THE FOUND 518" RES AR WERE HELD TO ESTABLISH THE SOUTHERLY BOUNDARY OF PARCEL 2 OF LAND PAR717ION PLAT NUMBER 2006-P1978. THE 5/8' REEIAR ON THE CENTERLINE OF SOUTH 607H STREET AND THE ANGLE FROM THE WE57ERLY BOUNDARY OF JASPER MEADOWS FIRST AND SECOND ADDITIONS WERE HELD TO ESTABLISH THE NORTHERLY BOUNDARY OF PARCEL 2. BOB STRAUB PARKWAY THE 518" REETARS FOUND FOR STATIONS 95+00.00 AND 105+00.00 WERE HELD TO ESTABLISH THE EASTERLY MARGIN OF BOB STRAUB PARKWAY. BASIS OF BEARINGS THE STASIS OF BEARINGS IS GPS WORK USING THE OCRS EUGENE ZONE PROJECTION NAD63(2011) EPOCH2010 LEGEND Q FOUND MONUMENT AS NOTED FOUND 518" REBAR WITH YELLOW PLAS77C e SET 518"x30" REBAR WITH YELLOW PLASTIC CA" MARKED 'BRANCH ENG INC" SET BY CAP MARKED "BRANCH ENG INC" REFERENCE I EXIS71MG PLAT BOUNDARY ■ FOUND 518" REBAR WITH YELLOW PLASTIC () DEN07ES REFERENCE DATA AND101? NUMBER CAP MARKED 'DW BAKER PLS 1978" SET BY REFERENCE 2. PUE DENOTES PUBLIC UTILITY EASEMENT YPC DENOTES YELLOW PLASTIC CAP � 518 x30" REBAR WITH YELLOW PLASTIC CAP MARKED "BRANCH ENG INC' TO BE SET AT RPC DENOTES RED PLASTIC CAP THE TIME OF POST-MONUMENTA710N. CSF DENOTES COUNTY SURVEY FILE A 2-112" MAG 941L WITH 1-114" BRASS FND DENOTES FOUND WASHER MARKED "BRANCH ENG" TO BE SET CL DENOTES CENTERLINE AT 77ME OF POST-MONUMENTAT7oN LPPN DENOTES LAND PLAT PAR717ION NUMBER dl SET 518 x30" RE34R WITH RED PLAS77C LCOPR DENOTES LANE COUNTY OREGON PLAT RECORDS CAP MARKED IREF. MON BRANCH ENG". LCOOR DDN07ED LANE COUNTY OREGON OFFICIAL RECORDS Q SET 2-112" MAG NAIL WI TN 1-114" BRASS WASHER MARKED OBWCH ENG': LCOPPR DENOTES LANE COUNTY OREGON PARTITION PLAT RECORDS FENCE W1 DENOTES WITH IR DEN07ES IRON ROD OR REBAR ALL DISTANCES SHOWN ARE IN FEET UNLESS OTHERWISE NOTED. 1, RENEE CLOUGH, A REGISTERED PROFESSIONAL LAND SURVEYOR, BEING DULY SWORN ON 0,47H DO HEREBY CERTIFY (1) THAT THE INITIAL POINT AS SHOWN HEREON IS MARKED BY A 518" IRON ROD WITH YELLOW PLASTIC CAP MARKED 'BRANCH ENG INC" SET WITH THIS PLAT TO REPLACE A 518" IRON ROD SET IN LAND PARTITION PLAT NUMBER 2006-P1978, WHICH INITIAL POINT OCCUPIES AN ANGLE POINT IN THE EAST UNE OF THE LANDS PLATTED HEREON AND (2) THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE FOLLOWING DESCRIBED PLAT: SITUATED IN THE CITY OF SPRINGFIELD, LANE COUNTY, STATE OF OREGON IN THE SOUTHWEST 114 OF SECTION 3, TOWNSHIP 18 SOUTH, RANGE 2 WEST OF THE WILLAMETTE MERID14N AND DESCRIBED AS FOLLOWS: BEGINNING AT THE 518" REBAR WITH YELLOW PLASTIC CAP MARKED BRANCH ENG. INC. -MARKING THE NORTHWEST CORNER OF PARCEL 1 OF LAND PARTITION PLAT NUMBER 2006-P1978 AS PLATTED AND RECORDED IN THE LANE COUNTY OREGON PAR717ION PLAT RECORDS; THENCE ALONG THE WESTERLY BOUNDARY OF SAID PARCEL 1 AND THE WESTERLY BOUNDARY OF JASPER MEADOWS SECOND ADDITION AS PLATTED AND RECORDED IN THE LANE COUNTY OREGON PLAT RECORDS, SOUTH 08'10'58' EAST, 142.76 FEET TO THE SOUTHWEST CORNER OF SAID JASPER MEADOWS SECOND ADDITION, BEING A POINT ON THE SOUTHERLY BOUNDARY OF PARCEL 1 OF LAND PAR771ION PLAT NUMBER 99-P1279 AS PLATTED AND RECORDED IN THE LANE COUNTY OREGON PARTITION PLAT RECORDS; THENCE ALONG SAID SOUTHERLY BOUNDARY SOUTH 89'5238" WEST, 28813 FEET TO THE EASTERLY RIGHT-OF-WAY MARGIN OF BOB STRAUB PARKWAY AS DEDICATED BY THAT DEDICATION OF A PUBLIC ROAD EASEMENT RECORDED ON JULY 18, 2007 AS RECEPTION NUMBER 2007-048812 IN THE LANE COUNTY OREGON OFFICIAL RECORDS AND AS SURVEYED AND MONUMENTED BY COUNTY SURVEY FILE NUMBER 41985 AS FILED IN THE LANE COUNTY OREGON SURVEYORS OFFICE; THENCE ALONG SAID EASTERLY RIGHT-OF-WAY MARGIN NORTH 08011'04° WEST, 107637 FEET TO AN ANGLE POINT IN THE WESTERLY BOUNDARY OF JASPER MEADOWS FIRST ADDITION AS PLATTED AND RECORDED IN THE LANE COUNTY OREGON PLAT RECORDS; THENCE ALONG SAID WESTERLY BOUNDARY NORTH 81 '4929" EAST, 285.28 FEET TO AN ANGLE POINT; THENCE CONTINUING ALONG S UD WESTERLY BOUNDARY SOUTH 08' 10'58" FAST, 505.36 FEET TO THE NORTHWEST CORNER OF THE AFORESAID LAND PARTITION PLAT NUMBER 2006-P1978; THENCE ALONG THE NORTHERLY BOUNDARY OF SAID PARTITION PLAT NORTH 81'41'03' EAST, 90.17 FEET TO THE NORTHEASTERLY CORNER OF SAID PARTITION PLAT; THENCE ALONG THE EASTERLY BOUNaW OF SAID PAR1777ON PLAT SOUTH 08' 10'21 " FAST, 5644 FEET TO A POINT OF TANGENT CURVATURE; THENCE CONTINUING ALONG SAID EASTERLY BOUNDARY 89.81 FEET' ALONG A 425.00 FOOT RADIUS CURVE TO THE LEFT THROUGH A DELTA ANGLE OF 12'06'28' WITH A 89.64 FOOT CHORD BEARING SOUTH 14' 13'35' EAST TO A POINT OF TANGENCY; THENCE CONTINUING ALONG SAID EASTERLY BOUNDARY SOUTH 20'16'49' EAST, 230.18 FEET TO AN ANGLE POINT; THENCE CONTINUING ALONG S410 EASTERLY BOUNDARY SOUTH 24'43'11' WEST, 35.36 FEET TO AN ANGLE POINT; THENCE CONTINUING ALONG SAID EASTERLY BOUNDARY SOUTH 20'16'49' LAST, 40.00 FEET TO AN ANGLE POINT, SAID ANGLE POINT ALSO BEING 7HE MOST NORTHERLY NORTHEAST CORNER OF THE AFORESAID PARCEL 1 OF LAND PAR7717ON PLAT NUMBER 2006-P1978, THENCE ALONG THE NORTHERLY BOUNDARY OF SA1D PARCEL 1 SOUTH 69'43'36' WEST, 140.12 FEET, RETURNING TO THE POINT OF BEGINNING. RESTRICTIONS 1. THIS PLAT IS SUBJECT 70 COVENMNTS, CONDITIONS AND RESTRICTIONS RECORDED CONCURRENT WITH THIS PLAT AT RECORDER'S NUMBER 20--___ LANE COUNTY OREGON OMC14L RECORDS 2. NO BUILDINGS, STRUCTURES, TREE OR OTHER OBSTRUCTION SHALL BE PLACED OR LOCATED ON OR IN A PUBLIC U77UTY EASEMENT: J. THE OWNERS OF LOTS 310-313 ARE JOINTLY RESPONSIBLE FOR THE M41NT EMANCE AND REPAIR OF THE STORMWATER FACIU77ES WITHIN THE EASEMENT AREA. 4. DIRECT ACCESS FROM LOTS 345, 346, AND 347 TO QUARTZ AVENUE IS NOT PERMITTED PER THE CONDITIONS OF APPROVAL FOR THIS PLAT WHICH TOOK EFFECT SEPTEMBER 27, 2017, AND PER THE COVENANTS, CONDITIONS AND RESTRICTIONS REFERENCED IN N07E 1 ABOVE REFERENCES 1. JASPER MEADOWS IST ADDITION, LCOPR 2. JASPER MEADOWS 2ND ADDITION, LCOPR J. LPPN 2006-P1978, LCOPPR 4. CSF 41985 BY MIKEAL J BLOMME FILED NOVEMBER 10, 2010 5. EASEMENT RECORDED CONCURRENT WITH THIS PIAT AS RECEP71ON NUMBER 20 LCOOR POST--MONUMENTATION 1, REND CLOUGH, A REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, DO HEREBY CERTIFY THAT THE CORNERS AND POINTS INDICATED HEREON TO BE POST-HONUMENTED WILL BE MONUMENTED WITHIN SIXTY (60) CALENDAR DAYS FOLLOWING THE COMPLETION OF THE STREET AND UTILITY IMPROVEMENTS, BUT NO LATER THAN ONE YEAR FROM THE RECORDING DATE OF INS PLAT, WHICHEVER OCCURS FIRST. RENEE CLOUGH, PLS 69162LS AN AFFIDAVIT OF POST—MONUMENTA71ON WAS RECORDED ON THE DAY OF 20 AS DOCUMENT NO. . LANE COUNTY OREGON OFFICIAL. RECORDS TAX MAP 18-02--03-33, TAX LOT 101 AND CITY OF SPRINGFIELD CASE 811--17-000087--TYP2 TAX MAP 18--02--03-34, TAX LOT 194 Plotter: T1100 HP DESIGNJET, INK HP.- BF536WR-7 36#ACID FREE 1 1 1 DATE LANE COUNTY CLERK & RECORDER OF CONVEYANCES DECLARATION LANE COUNTY SURVEYORS OFFICE C.S. FILE N0. FILING DATE KNOW ALL PERSONS BY THESE PRESENTS THAT HAYDEN HOMES LLC, DOES (1) HEREBY CERTIFY THAT IT IS THE OWNER OF THE LANDS AS HEREON DESCRIBED AND DOES CAUSE THE PROPERTY TO BE SUBDIVIDED IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 92 OF THE OREGON REVISED STATUTES AS SHOWN, (2) DOES HEREBY DEDICATE AS SHOWN HEREON (A) THE PUBLIC U7117Y EASEMENTS, (B) THE STREET RIGHTS-OF-WAY, AND (C) THE TEMPORARY SECONDARY EMERGENCY VEHICLE ACCESS EASEMENT, (3) ACKNOWLEDGES THE EXISTING PUBLIC UTILITY EASEMENT, (4) ACKNOWLEDGES THE EXIS71NG TEMPORARY PUBLIC .EASEMENTS TERMINATED HEREON, (5) ACKNOWLEDGES THE GRAN71NG HEREON OF THE PRIVATE STORMWA7ER EASEMENT AND (6,7WWWLEDGES SANITARY SEWER EBSEMENT. THE DEDICATION BY SEPARATE INSTRUMENT OF THE PUBLIC ft BY: HAYDEN HOMES, AN OREGONIAWITED LIABILITY • PRINTED NAME: N3t 1A TIRE. vr f Gt ACKNOWLEDGMENT STATE OF OREGON ) COUNTY OFIX t�UMg SS THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THE !DAY OF jNkZMP - 20-M BY JIM _ lCA&SIWZA THE Vr FINA9. OF HAYDEN HOMES, LLC, AN OREGON UMI7ED LIABILITY COMPANY, ON BEHALF OF SAID CORPORATION. •� COMMISSION NO. SIGNA R , NOTAR P LIC FOR OREGON =vn r?144ML ► MY COMMISSION EXPIRES: SAW 11, "to PRINTED NAME, NOTARY PUBLIC FOR OREGON APPROVALS AND ACCEPTANCES C17Y OF SPRINGFIELD PLANNING DIRECTOR CITY OF SPRINGFIELD SURVEYOR LANE COUNTY ASSESSOR LANE COUNTY BOARD OF COMMISSIONERS OWNER HAYDEN HOMES LLC 2464 SW GLACIER PL, SUITE 110 REDMOND, OR 97756 DATE DATE DATE DATE iy� i0"* �3, anc ENGINEERING Since 1977 310 5th Street Springfield, OR 97477 p 541 746 0637 www. Branch Eng ineering. corn REGISTERED PROFESSIONAL LAND SURVEYOR -XJ,2,W &Af� OREGON NOVEMBER 30, 2007 RENEE CLOUGH 69I62LS EXPIRES= December 31, 2021 PROJECT No 16-368 PACE 1 OF 4 Z:\2016\16-398 Jasper Meadows Ph 9\Final Plat\Drawing116-398 FINAL PLAT.dwg SAVED: 12/24/2019 1:03 PM DREWS #� t ipt Pt1) / Lpt 650) L01 640) Vol sat' (N81'45'2; 00 285.28(1) N81 �'9 2 23.15 0 82 13 (203.2) a , Ai (82.00)(1) LENGTH l o , tl�l , , Z r r i N81'49'29'& i FROM PLAT } as 12'06'28"(2)(3) 0 C3 FND 518 js 400.00(2)(3) MARKED S15'12'16'E, 70.78(2)(3) (S15'16'28 -W)(2)(3) 95+00.00 1 MUL71- L4 ON P 56.44(2)(3) .,100.07'(4) (Sff 14'33'E)(2)(3) L5 WC43'1I V 35.36(2)(3)' (S24'38'59"W)(2)(3) L6 S20' 16'49'x' 0 O a`l L7 S69'43'11 V cMo o � r 90.17 (X81"37'280(1)(2)(3) (90.00)(1)(2)(3) L9 o y� is�1 �© F" w bo S20'16'491E N tl- o L 10 �• a N 1 Zzz l 0 t r l Si0'O73421E i L12 I(Slo.11'S4'E)(2)(3) 1 (85.67)(2)(3)'' \ /---- SET 5.50 FEET FROM PLAT CORNER DUE TO MASONRY BLOCK WALL 6' WOOD FENCE AND RETAINING 610 WALL ON PLAT BOUNDARY Lp� JASPER MEADOWS EIGHTH ADDITION BEING A REPEAT OF PARCEL 2 OF LPPN 2006-P1978 AND A PORTION OF PARCEL 1 OF LPPN 99-P1279 5.E, 1/4, SX. 1/4 SEC. 3, T.18S., R.2fl:, W.M. SPRINGFIELD, LANE COUNTY, OREGON DECEMBER 30, 2019 1"=100' i 7.00' PUE & PUBLIC 6' WOOD FENCE ON i a 0I 6pt1i SLOPE EASEMENT(1) PLAT BOUNDARY�. 010 MINERAL WAY 200' PUBLIC SLOPE E4SEMENT(1) CORNER -OF-WAY(l) ,� 00 RIGHT -OF - 7.00' PUE & PUBLIC SLOPE EASEMENT(1) co 01 590) o� IR W1 YPC "LANE CO R -W"(4) (4) HEIGHT WOOD FENCE LAT BOUNDARY S81'41 '03*W 0.16 AND S08'l0'58"E 0.37 FROM PLAT CORNER �o U 0.00' TEMP. PUBLIC DRAINAGE MAINTENANCE EASEMENT(3)(RECEP17ON UMBER 2006-023519, LCOOR) TERMINATED HEREON vol 00) ,89'52'01 (1)(2)(3) 1 `pt L8 FND 518" IR W1 YPC MARKED "LANE CO R -W"(4) 100+00.00(4) TEMPORARY PUBLIC MAINTENANCE ACCESS - EASEMENT. (3)(RECEPTION NUMBER 2006-023520, LCOOR) TERMINATED HEREON TEMPORARY PUBLIC DRAINAGE EASEMENT(3)(RECEPBON NUMBER 2006-023519, LCOOR) TERMINATED HEREON 26.84(3) FND 518" IR W1YPC MARKED 'BRANCH ENG INC"(3) DESTROYED BY CONSTRUCTION AND REPLACED IN SAME LOCATION DIi1m POINT 30.30(2)(3) 15.802 S89`52'381W 288.13 (S89'48'43V)(CSF 10954) C-4 FND 518" IR W1 YPC MARKED 'LANE CO R -W "(4) 105+00.00(4) TAX MAP 18-02-03-33, TAX LOT 101 AND TAX MAP 18-02--03-34, TAX LOT 194 7.00 G PUE(2)(3) 20 0 20,000 N08' 10'21 "W 0.13 AND S81'41 '03"W 0.58 FROM PLAT CORNER LO E OF C- AY(2) i" 00 RIGHT -OF N� o w N ,cs(t,GQ LA w PE OF -WAY( ) rL1 i 40.00 RIGHT'" r id 1 3%- fib. t 7(3) �1�U•,5g yl�t CA oq tS6g CL .64(j) ' ' 00 7.00' � r*i PUE(2)(3) j / r' ns (208.04 (2)(3 QUARTZ AVENUE v 208.11 Est 45.64 RIGHT-OF-WAY(2) --. n 15.64'(2) (N89'48'06"E)(2) FND MAG NAIL W1 WASHER MARKED 1D W. BAKER PLS 1978"(2)(3) NIO-07-42"W 0.10 AND S69'52'38"W 0.12 FROM CL - CL INTERSECTION PIAT BOUNDARY CITY OF SPRINGFIELD CASE 811-17-000087-TYP2 M .......... FND 518" IR(2) LANE COUNTY SURVEYORS OFFICE C.S. FILE No. FILING DATE RECORDED LANE COUNTY CLERK & RECORDER OF CONVEYANCES CURVE TABLE CURVE LENGTH l o DELTA tl�l C Z 425.00(2)(3) 12`06'28"(2)(3) o _ 06 r Hol 12'06'28"(2)(3) �Qv Q�g C3 LQ 400.00(2)(3) . w, TEMPORARY PUBLIC DRAINAGE EASEMENT(3)(RECEPBON NUMBER 2006-023519, LCOOR) TERMINATED HEREON 26.84(3) FND 518" IR W1YPC MARKED 'BRANCH ENG INC"(3) DESTROYED BY CONSTRUCTION AND REPLACED IN SAME LOCATION DIi1m POINT 30.30(2)(3) 15.802 S89`52'381W 288.13 (S89'48'43V)(CSF 10954) C-4 FND 518" IR W1 YPC MARKED 'LANE CO R -W "(4) 105+00.00(4) TAX MAP 18-02-03-33, TAX LOT 101 AND TAX MAP 18-02--03-34, TAX LOT 194 7.00 G PUE(2)(3) 20 0 20,000 N08' 10'21 "W 0.13 AND S81'41 '03"W 0.58 FROM PLAT CORNER LO E OF C- AY(2) i" 00 RIGHT -OF N� o w N ,cs(t,GQ LA w PE OF -WAY( ) rL1 i 40.00 RIGHT'" r id 1 3%- fib. t 7(3) �1�U•,5g yl�t CA oq tS6g CL .64(j) ' ' 00 7.00' � r*i PUE(2)(3) j / r' ns (208.04 (2)(3 QUARTZ AVENUE v 208.11 Est 45.64 RIGHT-OF-WAY(2) --. n 15.64'(2) (N89'48'06"E)(2) FND MAG NAIL W1 WASHER MARKED 1D W. BAKER PLS 1978"(2)(3) NIO-07-42"W 0.10 AND S69'52'38"W 0.12 FROM CL - CL INTERSECTION PIAT BOUNDARY CITY OF SPRINGFIELD CASE 811-17-000087-TYP2 M .......... FND 518" IR(2) LANE COUNTY SURVEYORS OFFICE C.S. FILE No. FILING DATE RECORDED LANE COUNTY CLERK & RECORDER OF CONVEYANCES CURVE TABLE CURVE LENGTH RADIUS DELTA CHORD C1 89.81(2)(3) 425.00(2)(3) 12`06'28"(2)(3) S14'13'35"E, 89.64(2)(3) (S14'17'471E)(2)(3) C2 84.53(2)(3) 40000(2)(3) 12'06'28"(2)(3) S14'13'35"E, 84.37(2)(3) (S14'17'471E)(2)(3) C3 70.87(2)(3) 400.00(2)(3) 10'09'07"(2)(3) S15'12'16'E, 70.78(2)(3) (S15'16'28 -W)(2)(3) LEGEND SEE SHEET 1 REFERENCES SEE SHEET 1 ra ch GINEERING= Since 1977 310 5th Street Springfield, OR 97477 p 541 746 0637 www.BranchEngineering corn REGISTERED PROFESSIONAL LAND SURVEYOR K.�Ltt�c elft,12 OREGON NOVEMBER 30, 2007 RENEE CLOUGH 69162LS EXPIRES= December 31. 2021 PROJECT No 16-398 PAGE 2 OF 4 , Plotter: T1100 HP DESIGNJET, INK HP. BF536WR--7 361ACID FREE Z--\2016\16-398 Jasper Meadows Ph 9\Final Plat\D'rawing\ 16-398 FINAL PLAT.dwg SAVED: 12/24/2019 1:03 PM DREWS LINE TABLE CURVE DIRECTION LENGTH L1 S58'57471E 33.62(3) (S59-01 "40-E)(3) L2 N4 -713'330E 30.61(3) (N42'08'32'E)(3) L3 N8903822"E 41.50(3) (N89'34'02"E)(3) L4 S08'10'21 *E 56.44(2)(3) (Sff 14'33'E)(2)(3) L5 WC43'1I V 35.36(2)(3)' (S24'38'59"W)(2)(3) L6 S20' 16'49'x' 40.00(2)(3)'' (S20'21'01 "E)(2)(3) L7 S69'43'11 V 50.00 L8 N81'41'03*E 90.17 (X81"37'280(1)(2)(3) (90.00)(1)(2)(3) L9 SOX 10'21'B 56.50(2)(3) (SOW 14'33"E)(2)(3) S20'16'491E 4145(2)(3) L 10 (S20'2110 1 "E)(2)(3) S20'16'491E 60.97(2)(3) L11 (520'21'01 "E)(2)(3) Si0'O73421E 85.72 L12 I(Slo.11'S4'E)(2)(3) (85.67)(2)(3)'' LEGEND SEE SHEET 1 REFERENCES SEE SHEET 1 ra ch GINEERING= Since 1977 310 5th Street Springfield, OR 97477 p 541 746 0637 www.BranchEngineering corn REGISTERED PROFESSIONAL LAND SURVEYOR K.�Ltt�c elft,12 OREGON NOVEMBER 30, 2007 RENEE CLOUGH 69162LS EXPIRES= December 31. 2021 PROJECT No 16-398 PAGE 2 OF 4 , Plotter: T1100 HP DESIGNJET, INK HP. BF536WR--7 361ACID FREE Z--\2016\16-398 Jasper Meadows Ph 9\Final Plat\D'rawing\ 16-398 FINAL PLAT.dwg SAVED: 12/24/2019 1:03 PM DREWS 6 r t t t FND 518" IR W1YPC MARKED 'LANE R -W "(4) 95+00.00(4) t t 4 t 14 a QC.1 t� H M t 100.07'(4) t t t t l 6' WOOD FENCE ON MATCH LINE SET 5.50 FEET FROM PLAT CORNER DUE TO MASONRY BLOCK WALL 6' WOOD FENCE AND RETAINING WALL ON PLAT BOUNDARY MINED O -i Y(l) 40.00 R --r"" SEE PACE 4 "Mlli1L 3 {SCALE 1' =20') MULTI -HEIGHT WOOD FENCE ON PLAT BOUNDARY SaN LOT 56k% S81'41'03"W 016 AND S08'10'581E 0.37 FROM PLAT CORNER RESTRICTIONS i E C 0 i D E I DATE LANE COUNTY CLERK & RECORDR OF CONVEYANCES i i i JASPER MEADOWS EIGH7 BEING A REPLAT OF PARCEL 2 OF LPPT PORTION OF PARCEL 1 OF LPP S.E. 114, SX. 114 SEC. 3, T.18&1 SPRINGFIELD, LANE COUNTY DECEMBER 301 201 1 "=50 CURE TABLE CURVE LENGTH RADIUS DELTA i CHORD C4 21.99 14.00 90'0005" S36'4859"W, 19.80 C5 8.51 15.00 32'31'12" S81'55'23"E, 8.40 C6 4.43 15.00 16'5428" S5712'33"E, 4.41 C7 12.94 1500 49'25'40" S73'28'08"E, 12.54 CS 49.68 46.50 61'12'51" N79721 '44V, 47.35 C9 42.34 46.50 52010'00" S43'56'51 "W, 40.89 C10 43.51 46.50 53'37'12" S08'5645"E, 41.95 C11 17.74 46.50 21'51'22* S46'41'03"E, 17.63 C12 153.27 46.50 188'51'25" S364859"W, 92.72 C13 12.94 15.00 49`25'40" N32'5354"W, 12.54 UNE TABLE CURVE DIREC77ON LENGTH L4 S08'10'21 *E 56.44 L8 N81.41 *03 NE 90,17 L13 S40'31'16"W 22.15 THIS PLAT IS SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED CONCURRENT WITH THIS PLAT AT RECORDER'S NUMBER 20 - LANE COUNTY OREGON OFFICIAL RECORDS NO BUILDINGS, STRUCTURES, TREE OR 0171ER OBSTRUCTION SHALL BE PLACED OR LOG41ED ON OR IN A PUBLIC UTILITY EASEMENT. JCt 317tH I IV SEE PAGE 4 _ REFERENCES IINE MATCH LUT LAYOTTT NORT�T SEE SHEET 1 TAX MAP 18-02-03-33, TAX LOT 101 AND TAX MAP 18---02-03-34, TAX LOT 194 CITY OF SPRINGFIELD CASE 811-17-000087-TYP2 9 LANE COUNTY SURVEYORS OFFICE C.S. FILE No. FILING DATE ADDITION 2006-P1978 AND A T 99-P1279 ., R.2W., W.M. OREGON ra nch HGINEERINGEw since 19n 310 5th Street Springfield, OR 97477 p 541 746 0637 www Branch Engineering.com REGISTERED PROFESSIONAL LAND SURVEYOR -xjl� C4414 OREGON NOVEMBER 30. 2007 RENEE CLOUGH 69I62LS EXPIRES, December 31, 2021 PROJECT No 16-398 PAGE 3 OF 4 Plotter. T1100 HP DESIGNJET, INK HP: BF536WR--7 36#ACID FREE Z:\2016\16-398 Jasper Meadows Ph 9\Final Plat\Drawing\16--398 FINAL PLAT.dwg SAVED: 12/24/2019 1:03 PM DREWS JASPER MEADOWS EIGHTH ADDITION BEING A REPEAT OF PARCEL 2 OF LPPN 2006-P1978 AND A PORTION OF PARCEL 1 OF LPPN 99-P1279 S.E. 1/4, S.W. 1/4 SEC. 3, T.18S., R.2W., W.M. SPRINGFIELD, LANE COUNTY, OREGON DECEMBER 30, 2019 "- � SEE PAGE 3 1 -50 � MATCH LINE .5-E 207 80 RESTRICTIONS 1. THIS PLAT IS SUBJECT TO COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED CONCURRENT WITH THIS PLAT AT RECORDER'S NUMBER 20 - LANE COUNTY OREGON OFFICIAL RECORDS 2. NO BUILDINGS, STRUCTURES, TREE OR OTHER OBSTRUC770N SHALL BE PLACED OR LOCATED ON OR IN A PUBLIC UTILITY EASEMENT. 3. THE OWNERS OF LOTS 310-313 ARE JOINTLY RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF THE S7ORMWA7ER FACILITIES WITHIN THE EASEMENT AREA. 4. DIRECT ACCESS FROM LOTS 345, 346, AND 347 TO QUARTZ AVENUE IS NOT PERMITTED PER THE CONDMONS OF APPROVAL FOR THIS PLAT WHICH TOOK EFFECT SEPTEMBER 27, 2017, AND PER THE COVENANTS, CONDITIONS AND PAGE 3 RESTRICTIONS REFERENCED IN N07E 1 ABOVE: MATCH LINE s LEGEND - mRI•48'56___ ? "' SEE SHEET 1 REFERENCES LOT SEE SHEET 1 0 7,05 0 N1 W 048 ' LINE TABLE • CURVE DIRECTION LENGTH FND 518" IR ' t L5 S24'43'11 V 35.36 ° 1ANE R w" , co L6 S20' 16'49'x' 40.00 100+00.00(4) M L7 S69WIl IV 5000 ,d • S20' l 6'49'E 41.45(2)(3) L 10 (S20721 '01 0E)(2)(3) S20'16'491E 60.97(2)(3) 1 a 0 L11 (S2(r21'011E)(2)(3) o `� S10'07*42"E 85.72 N Lt225 (S101154'E)(2)(3) (85.67)(2)(3) • L 14 S0610'58' 30.30(2)(3) 0 50 d - p to �- cam o CURVE TABU z 1()0.07'(4) CURVE LENGTH 189.81 RADIUS DELTA CHORD e C1 425.00 12'0628" S14'130WIE 89.64 C2 84.53(2)(3) 400.00(2)(3) 1706'28"(2)(3) S14'13'35"E, 84.37(2)(3) c (S14'17'47 -E)(2)(3) 0 C3 70.87(2)(3) 400.00(2)(3) 1(709'07"(2)(3) S15'12'16 -E, 70.78(2)(3) (S15'16'28 -W)(2)(3) C14 21.99 14.00 90'00'00 S53'11'04"E, 19.80 C15 1.70 15.00 06028'33"' N04'56'48"W, 1.69 C16 11.24 1500 4757'07 N19'46'02E, 10.98 C17 12.94 15.00 49'25'40" N16031'461E, 12.54 0 C18 55.94 46.50 68'5527"' S06 46'531W, 52.63 C19 43.82 4650 54400'00" S54'40'51 "E, 42.22 C20 53.51 46.50 65'55'53" N6521'13'& 50.60 • C21 153.27 4& 50 188'51'20" S53'11'041E, 92.72 C22 12.94 1500 49'25'40' S5706'06"VY, 12.54 C23 15.82 75.00 12'05'21 " N75'46'160E, 15.80 C24 21.10 100.00 12'05'21" N75'46'16`E, 21.06 C25 25.30 125.00 11'3555"' N76'00'59"E, 25.26 C26 20.01 115.00 09'58'05" S84'53'36'VV, 19.98 C27 6592 115.00 32'50'45" S6329'11 V, 65.03 C28 85.93 115.00 42'48'50" SB8'28'13'W, W.95 C29 49.42 425.00 06'3946" S11*30'141E, 49.39 C30 40.39 42500 05'26'42' S1733'281E, 40.37 TAX MAP 18-02--03-33, TAX LOT 101 AND TAX MAP 18-02--03-34, TAX LOT 194 Jr-GUNUfIKT tMtMiWv( r VEHICLE ACCESS EASEMENT AND PUE DEDICATED HEREON. EMERGENCY VEHICLE ACCESS EASEMENT TO BE AUTOMATICALLY TERMINATED UPON COMPLETION OF A CONNECTION BETWEEN QUARTZ AVENUE AND BOB S7RAUB PARKWAY. CITY OF SPRINGFIELD CASE 811--17-000087--TYP2 .LAYOUT - SOUTH DATE LANE COUNTY CLERK & RECORDER OF CONVEYANCES 0RC11ID Y(2� 40.00 R1G -OF i` 01 CP CP t� N O �o \U�34 � rA w. • p LOT 314 5,481 SF g ' EBD C4Ufff �r RIGHT - LANE �`_OF-WAY(2) 40.00 E 1 MARKED 1).W. 8+4KER PLS 19780(2)(3) N1(707'42"W 0.10 AND S897527*38" W 0.12 FROM CL - CL 1N7ERSEC710N LANE COUNTY SURVEYORS OFFICE C.S. FILE No. FILING DATE ranch GINEERING.= Sina 1977 310 5th Street Springfield, OR 97477 p 541 746 0637 www.BranchEngineering corn EXPIRES: December 31, 2021 PROJECT No I6-398 PAGE 4 OF 4 Plotter. T1 100 HP DESIGNJET, INK HP: BF536WR-7 36#ACID FREE Z:\2016\16-398 Jasper Meadows Ph 9\Final Plat\Drowing\ 16-398 FINAL PLAT.dwg SAVED: 12/24/2019 1:03 PM DREWS