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HomeMy WebLinkAboutPlans Applicant 2/13/2024LEGEND @o FOUND MONUMENT AS NOTED Q• SET 5/8" x 30" REBAR WITH YELLOW PLASTIC CAP Ll MARKED 'BRANCH ENG INC" Q SET 5/8" x 30" REBAR WITH RED PLASTIC CAP S29'06'30 E MARKED REF. MON. BRANCH ENG." S00' 14'32 E, L3 2.00' FROM PLAT CORNER 46.38 CURB ^� IP DENOTES IRON PIPE IR DENOTES IRON REBAR TL DENOTES TAX LOT NUMBER DLC DENOTES DONATION LAND CLAIM NUMBER FND DENOTES FOUND MONUMENT PVT DENOTES PRIVATE PUE DENOTES PUBLIC UTILITY EASEMENT CSF DENOTES COUNTY SURVEY FILE LCSO DENOTES LANE COUNTY SURVEYOR'S OFFICE LCOPR DENOTES LANE COUNTY OREGON PLAT RECORDS LCOOR DENOTES LANE COUNTY OREGON OFFICIAL RECORDS OSHD DENOTES OREGON STATE HIGHWAY DEPARTMENT () DENOTES DATA OF RECORD * DENOTES GRANTED HEREON ** DENOTES DEDICATED HEREON -�- DENOTES LINE NOT TO SCALE OA DENOTES REFERENCE DESIGNATION AS NOTED IN I NARRATIVE ALL DISTANCES SHOWN ARE IN FEET. kkp0 of NORTHERLY LIMIT OF 7.00' PVT STORMWATER EASEMENT LINE TABLE LINE # DIRECTION LENGTH Ll S00'03' 16 "W 14.65 L2 S29'06'30 E 38.05 L3 S00'l4'32'E 46.38 FND PK NAIL WITH 1-1/4" BRASS WASHER MARKED "LS 2609-(4) N89'56'44"W 1063.79 & S00'03' 16 "W 64.23 FROM MON A (S 63.68 & N89'44'00"W 1064.05)(4 CALC) B FND 5/8" IR WITH ALUMINUM CAP NO MARKINGS (BRASS CAP)(2) 0L(STA305+00.00)(2) o 0� kk APPROXIMATE LOCATION OF 100 SF STORM DRAINAGE EASEMENT (6) SEE NOTE 1 (919.71)(2 CALC) 919.62 \ 393.23 ii ti��l �ti1 0�' p0 g�0 p0 ^�• 1'b 1, �1 © FND BENT 5/8" IR S89'56'44"E 0.40 & N00' 14'32 "W 0.06 FROM NE PLAT CORNER r10.00' (5&8 CALC) (S89 -44'E)(2) S89 -56 -44 -El 184.80(2) ff �I o �I LOT 1 7,5 72 SF I o I z 7.00' SUB ELECTRIC I EASEMENT (7) I --- I N89'4528 L - - - i 50.00 I I I I ------------------- --' 5.00' PVT --� io I� i EASEMENT* S89'56'44 E 134.80 I o NOTES, PAGE 2 ^ LOT 5 S89'56'44'E 84.80 ^� �zW i VARIABLE WIDTH PVT �o 26.00' PVT JOINT o -�----------1-- ZZ UTILITY EASEMENT* • o USE ACCESS AND ail i I 20.00' PUBLIC SANITARY I UTILITY EASEMENT* ; ( I SEWER EASEMENT (8) SEE EASEMENT LOT 7 I NOTES, PAGE 2 I I I I LOT 3 1 N of I 5,276 SF o LOT 2 I \ \ 6,259 SF NI r, \ 7.00' PUE** Zi I "E I PUE** _- ---- 75_93 N89'452884.80 I • I I 20.00 �I LO I I 100.00 I -- 50.00 • • I LOT 4 4.07 I 5,398 SF i I i I 14.00' PUBLIC WASTEWATER EASEMENT (9) ao I N89'4528 E 88.87 95.93 --' 5.00' PVT ' STORMWATER i EASEMENT* f SEE EASEMENT �C NOTES, PAGE 2 ^ LOT 5 3 8,538 SF �zW 7.00' PVT I STORMWATER EASEMENT* SEE EASEMENT NOTES PAGE 2 I 35.98 17.99 � o N89'4528'E 75.93 LOT 6 I 5,510 SF I I N89'4528 E 88.87 LOT 8 6,010 SF SEE NOTE 2 ' S44'54'22 "W 7.05 10.00' P BLICSLOPE SEMENT (6) ------------- 83.87 - - - - 83.87 T N89'5644 -W 184.80 (3)(5) (N89'44'W)(5) INITIAL POINT MAIN STREET (HWY. 126) (40.00' HALF RIGHT-OF-WAY)(2)(4) N89'56'44 "W 1590.18 (N89 -44'W)(2)(3)(4) (1590.54)(2) I 36.06 18.03 I 5.00'x5.00' RIGHT-OF-WAY DEDICATION CHAMFER RECORDED DATE S IVnj 20i9 LANE COUNTY CLERK & RECORDER OF CONVEYA9;�) LANE COUNTY SURVEYORS OFFICE C.S. FILE No. SS' FILING DATE Rtq 1 et S Lane County Clerk 2019.050948 Lane County Deeds and Records 111 $187.00 01818551201900509480010015 11/08/2019 09:14:11 AM RPR-SUBD Cnt=1 Pgs=1 Stn=1 CASHIER 05 $5.00 $100.00 $10.00 $11.00 $61.00 SUBDIVISION PLAT FOR KYLES MEAD 0 WS N.W. 1 /4, S.E. 1 /4, SEC. 34, T.17S. , R. 2W. , W.M. SPRINGFIELD, LANE COUNTY, OREGON MAY 6, 2019 SCALE: 1 "=30' (486.03)(2 CALC) 485.76 i�LiirLui / L-�-- REFERENCES 1. CORNER REPORT INDEX 13014, FILE NO. 17-02-48SW, SOUTHWEST CORNER OF THE WILLIAM Y. MILLER DLC #48, T17S, R2W, W.M. 2. VAL MAR ESTATES, FILE 72 SLIDE 101 BY GERALD K. ATTIG, LCOPR 3. CSF 22814 BY R.S. CASTLEBERRY, FILED APRIL 6, 1979, LCSO 4. JOHN TRAVESS SUBDIVISION, FILE 75 SLIDE 406 BY DAVID L. BROWN, LCOPR 5. WARRANTY DEED FROM TERRY L. SMITH AND SHARON L. SMITH, SUCCESSOR TRUSTEES OF THE HINSHAW FAMILY TRUST TO DON M. HORTON RECORDED ON APRIL 3, 2017 AS RECEPTION NUMBER 2017-016132, LCOOR 6. HIGHWAY CONSTRUCTION PERMIT RECORDED ON FEBRUARY 6, 1967 AS INSTRUMENT NUMBER 74401 ON REEL 335R, LCOOR 7. SPRINGFIELD UTILITY BOARD RIGHT-OF-WAY EASEMENT RECORDED ON JUNE 1, 1988 AS INSTRUMENT NUMBER 8821546 ON REEL 1516R, LCOOR 8. EASEMENT RECORDED ON MARCH 29, 1962 AS INSTRUMENT 64294 ON REEL 191D, LCOOR 9. EASEMENT RECORDED CONCURRENT WITH THIS PLAT AS RECEPTION NUMBER LCOOR 20I(� C,pGi4G1 NOTE 1. THE RECORD DOCUMENT STATES "WHERE REQUIRED AN ADDITIONAL 100 SQ. FT TO PROVIDE STORM DRAINAGE FACILITIES" WITHOUT SPECIFYING THE DIMENSIONS OR LOCATION OF THE EASEMENT. IT IS ASSUMED THIS IS INTENDED TO BE AN EASEMENT FOR THE CHANNELIZED AREA AROUND THE AREA DRAIN IN THE SOUTHWEST PLAT CORNER. THE EASEMENT AS SHOWN HEREON IS 10.00 -FEET BY 10.00 -FEET, HOWEVER IT IS NOT CLEAR THAT THIS LOCATION OR THESE DIMENSIONS MATCH THE INTENT. 2. UNLESS APPROVED BY THE CITY OF SPRINGFIELD AND ODOT, LOT 8 SHALL NOT TAKE VEHICULAR ACCESS DIRECTLY FROM MAIN STREET. IF A DUPLEX IS CONSTRUCTED ON LOT 8, IT SHALL MEET ALL APPLICABLE CITY CODE CRITERIA UNLESS APPROVED OTHERWISE BY THE CITY OF SPRINGFIELD. J. NO BUILDING, STRUCTURE, TREE, SHRUBBERY OR OTHER OBSTRUCTION SHALL BE PLACED ON OR IN A PUBLIC UTILITY EASEMENT. ® FND 2-3/8" LCSO • 10.00 rn i SW CORNER DLC NO 48(1)(2)(4) SE CORNER DLC NO 75(1) O N LINE DLC NO 44(1) 23.00' �C ^ 3 �zW i VARIABLE WIDTH PVT �o -' JOINT ACCESS AND o ZZ UTILITY EASEMENT* • o o SEE EASEMENT z NOTES, PAGE 2 LOT 7 7,168 SF I Z 1,- 06 \tea I \ \ \ \ t 7.00' �� PUE** _- ---- 75_93 \ 20.00 G- 28.29 LOT 6 I 5,510 SF I I N89'4528 E 88.87 LOT 8 6,010 SF SEE NOTE 2 ' S44'54'22 "W 7.05 10.00' P BLICSLOPE SEMENT (6) ------------- 83.87 - - - - 83.87 T N89'5644 -W 184.80 (3)(5) (N89'44'W)(5) INITIAL POINT MAIN STREET (HWY. 126) (40.00' HALF RIGHT-OF-WAY)(2)(4) N89'56'44 "W 1590.18 (N89 -44'W)(2)(3)(4) (1590.54)(2) I 36.06 18.03 I 5.00'x5.00' RIGHT-OF-WAY DEDICATION CHAMFER RECORDED DATE S IVnj 20i9 LANE COUNTY CLERK & RECORDER OF CONVEYA9;�) LANE COUNTY SURVEYORS OFFICE C.S. FILE No. SS' FILING DATE Rtq 1 et S Lane County Clerk 2019.050948 Lane County Deeds and Records 111 $187.00 01818551201900509480010015 11/08/2019 09:14:11 AM RPR-SUBD Cnt=1 Pgs=1 Stn=1 CASHIER 05 $5.00 $100.00 $10.00 $11.00 $61.00 SUBDIVISION PLAT FOR KYLES MEAD 0 WS N.W. 1 /4, S.E. 1 /4, SEC. 34, T.17S. , R. 2W. , W.M. SPRINGFIELD, LANE COUNTY, OREGON MAY 6, 2019 SCALE: 1 "=30' (486.03)(2 CALC) 485.76 i�LiirLui / L-�-- REFERENCES 1. CORNER REPORT INDEX 13014, FILE NO. 17-02-48SW, SOUTHWEST CORNER OF THE WILLIAM Y. MILLER DLC #48, T17S, R2W, W.M. 2. VAL MAR ESTATES, FILE 72 SLIDE 101 BY GERALD K. ATTIG, LCOPR 3. CSF 22814 BY R.S. CASTLEBERRY, FILED APRIL 6, 1979, LCSO 4. JOHN TRAVESS SUBDIVISION, FILE 75 SLIDE 406 BY DAVID L. BROWN, LCOPR 5. WARRANTY DEED FROM TERRY L. SMITH AND SHARON L. SMITH, SUCCESSOR TRUSTEES OF THE HINSHAW FAMILY TRUST TO DON M. HORTON RECORDED ON APRIL 3, 2017 AS RECEPTION NUMBER 2017-016132, LCOOR 6. HIGHWAY CONSTRUCTION PERMIT RECORDED ON FEBRUARY 6, 1967 AS INSTRUMENT NUMBER 74401 ON REEL 335R, LCOOR 7. SPRINGFIELD UTILITY BOARD RIGHT-OF-WAY EASEMENT RECORDED ON JUNE 1, 1988 AS INSTRUMENT NUMBER 8821546 ON REEL 1516R, LCOOR 8. EASEMENT RECORDED ON MARCH 29, 1962 AS INSTRUMENT 64294 ON REEL 191D, LCOOR 9. EASEMENT RECORDED CONCURRENT WITH THIS PLAT AS RECEPTION NUMBER LCOOR 20I(� C,pGi4G1 NOTE 1. THE RECORD DOCUMENT STATES "WHERE REQUIRED AN ADDITIONAL 100 SQ. FT TO PROVIDE STORM DRAINAGE FACILITIES" WITHOUT SPECIFYING THE DIMENSIONS OR LOCATION OF THE EASEMENT. IT IS ASSUMED THIS IS INTENDED TO BE AN EASEMENT FOR THE CHANNELIZED AREA AROUND THE AREA DRAIN IN THE SOUTHWEST PLAT CORNER. THE EASEMENT AS SHOWN HEREON IS 10.00 -FEET BY 10.00 -FEET, HOWEVER IT IS NOT CLEAR THAT THIS LOCATION OR THESE DIMENSIONS MATCH THE INTENT. 2. UNLESS APPROVED BY THE CITY OF SPRINGFIELD AND ODOT, LOT 8 SHALL NOT TAKE VEHICULAR ACCESS DIRECTLY FROM MAIN STREET. IF A DUPLEX IS CONSTRUCTED ON LOT 8, IT SHALL MEET ALL APPLICABLE CITY CODE CRITERIA UNLESS APPROVED OTHERWISE BY THE CITY OF SPRINGFIELD. J. NO BUILDING, STRUCTURE, TREE, SHRUBBERY OR OTHER OBSTRUCTION SHALL BE PLACED ON OR IN A PUBLIC UTILITY EASEMENT. ® FND 2-3/8" LCSO BRASS CAP, 1997(1) SW CORNER DLC NO 48(1)(2)(4) SE CORNER DLC NO 75(1) O N LINE DLC NO 44(1) �C c°o N 00 �zW �o o ZZ FND 5/8" IR (2" IP)(2)(3) S89'56'44 E 184.77 & S00'03' 16 "W 0.19 FROM SE CORNER THIS PLAT (S89'44'E 184.80)(2) (S89'44'E 184.80 & S 0.59)(3 CALC) REGISTERED PROFESSIONAL LAND SURVEYOR ��iLfic.c OREGON NOVEMBER 30, 2007 RENEE CLOUGH 69162LS EXPIRES: December 30. 2019 �anch EiiGINEERINGSince 1977 - 310 5th Street Springfield, OR 97477 p: 541.746.0637 www.8ranchEngineering.com PROJECT No 15-072 Plotter: T1100 HP DESIGNJET, INK HP: BF536WR-7 36JACID FREE Z:\2015\15-072 Terry Smith\Survey\PLAT\15-072 PLAT.dwg SAVED: 5/13/2019 10:01 AM RENEEC Plotter: T1100 HP DESIGNJET, INK HP: BF536WR-7 36#ACID FREE Z:\2015\15-072 Terry Smith \Survey\PLAT\ 15-072 PLAT.dwg SAVED: 5/13/2019 10:01 AM RENEEC R E C O R D E D LANE COUNTY OFFICE AVEYORS 8 ��C.S. FILE NO.BSl !�� 1 SUBDIVISION PLAT FOR FILING DATE LANE COUNTY CLERK & RECORDER KYLES MEAD 0 WS OF CONVEYANCES N.W. 1 /4, S.E. 114, SEC. 34, T. 175., R.2W., W.M. Lane County Clerk SPRINGFIELD, LANE COUNTY, OREGON Lane County Deeds and Records 2019-050948 MAY 62 2019 II�IIIII�I�II�III��I�IIIII�II�II��IIII�I�IIIII�II $187.00 01818551201900509480010015 11/08/2019 09:14:11 AM RPR-SUBD Cnt=1 Pgs=1 Stn=1 CASHIER 05 $5.00 $100.00 $10.00 $11.00 $61.00 NARRATIVE EASEMENT NOTES ACKNOWLEDGMENT THE PURPOSE OF THIS SURVEY IS TO MARK WITH PROPER MONUMENTS IN CORDANCE WITH OREGON REVISED STATUTES 1. ALL PRIVATE EASEMENTS ARE APPURTENANT AND RELATE TO THE USE OF LOTS 1-3, 5 AND 7 AND ARE INTENDED STATE OF OREGON ) CHAPTER 92 AND LOCAL ORDINANCES THE SUBDIVISION PLAT OF 116 1pe Me o CITY OF SPRINGFIELD CASE NUMBER TO BE COVENANTS AND RESTRICTIONS RUNNING WITH THE LAND COUNTY OF LANE ) SS TYP215-00034, AS GIVEN TENTATIVE APPROVAL FEBRUARY 18, 2016, BY THE CITY OF SPRINGFIELD, THE POINTS AND LINES 2. ALL PROVISIONS, INCLUDING THE BENEFITS AND BURDENS, ARE BINDING AND INURE TO THE HEIRS, SUCCESSORS, SHOWN ON THIS SUBDIVISION PLAT WERE ESTABLISHED AS FOLLOWS: ASSIGNS, TRANSFEREES, AND PERSONAL REPRESENTATIVES OF ALL OWNERS OF ANY OF THE AFOREMENTIONED LOTS 2-S bt-,r' 3. ALL PRIVATE EASEMENTS ARE SUBJECT TO THE FOLLOWING PROVISIONS UNLESS MODIFIED BY A SEPARATE ON THIS DAY OF 2019, BEFORE ME PERSONALLY APPEARED DON M HORTON MAIN STREET (HIGHWAY 126) RIGHT—OF—WAY INSTRUMENT RECORDED WITH THE COUNTY. AND DOES ACKNOWLEDGE THE FOREGOING INSTRUMENT TO BE HIS VOLUNTARY ACT AND DEED. THE DLC BRASS CAP (MON A) FOUND IN 66TH STREET WAS HELD TO HAVE A 64.23 -FOOT OFFSET FROM THE RIGHTS RIGHT-OF-WAY PER VAL-MAR ESTATES (REF 2) AND CSF 23684 (NOT REFERENCED). THE OSHD ALUMINUM CAP (MON B) FOUND WEST OF THE SUBDIVISION WAS HELD TO BE ON THE RIGHT-OF-WAY PER VAL-MAR ESTATES AND CSF 16672 NOT 26.00' PVT JOINT USE ACCESS AND UTILITY EASEMENT ( 9 7 REFERENCED). FOR THE BENEFIT OF LOTS 1, 2 AND 3 FOR PRIVATE ACCESS, UTILITY AND STORM DRAINAGE AND TREATMENT COMMISSION NO. PURPOSES. UTILITIES ARE TO INCLUDE, BUT NOT BE LIMITED TO, PRIVATE LATERALS FOR ELECTRIC, WATER, SIGNATU , NOTARY PUBLIC FOR OREGON 657H PLACE RIGHT—OF—WAY TELEVISION, TELEPHONE AND GAS. ACCESS IS TO INCLUDE, BUT NOT BE LIMITED TO, VEHICULAR, PEDESTRIAN, EMERGENCY VEHICLES, DELIVERY VEHICLES, GARBAGE TRUCKS AND CONSTRUCTION AND MAINTENANCE VEHICLES. 44 � ONLY TWO MONUMENTS WERE FOUND FROM WHICH 65TH PLACE COULD BE CALCULATED: A 5/8" REBAR (MON C) NEAR 5.00' PVT. STORMWATER EASEMENT C►" + �r"s-C MY COMMISSION EXPIRES: 17, ?-02--2— 02ZTHE THE INITIAL POINT OF VAL—MAR ESTATES (REF 2) AND A 5/8" REBAR (MON D) NEAR THE NORTHEAST CORNER OF THIS FOR THE BENEFIT OF LOT 2 FOR PRIVATE STORM DRAINAGE PURPOSES PRINTED NAiff, NOTARY PUBLIC FOR OREGON SUBDIVISION. MON C WAS A SUBSTANTIALLY DIFFERENT CHARACTER THAN RECORD AND SIGNIFICANTLY OFF THE MAIN VARIABLE WIDTH PVT. JOINT USE ACCESS AND UTILITY EASEMENT STREET RIGHT—OF—WAY LINE, WHICH WAS DETERMINED AS DESCRIBED ABOVE. THEREFORE MON C WAS DETERMINED TO BE FOR THE BENEFIT OF LOTS 5 AND 7 FOR PRIVATE ACCESS AND UTILITY PURPOSES. UTILITIES ARE TO UNRELIABLE. MON D WAS BENT WITH NO CLEARLY EVIDENT SPIN POINT SO WAS ALSO DETERMINED TO BE UNRELIABLE. INCLUDE, BUT NOT BE LIMITED TO, PRIVATE LATERALS FOR ELECTRIC, WATER, TELEVISION, TELEPHONE AND GAS. THE CENTERLINE WAS THEREFORE ESTABLISHED BY SPLITTING THE CURBS. SINCE THIS IS A LAST RESORT CALCULATION ACCESS IS TO INCLUDE, BUT NOT BE LIMITED TO, VEHICULAR, PEDESTRIAN, EMERGENCY VEHICLES, DELIVERY METHOD, THE DISTANCES TO THE DLC BRASS CAP (MON A) AND THE OSHD ALUMINUM CAP (MON B) WERE CHECKED AND VEHICLES, GARBAGE TRUCKS AND CONSTRUCTION AND MAINTENANCE VEHICLES. FOUND TO BE WITHIN TOLERANCE 7.00' PVT. STORMWATER EASEMENT FOR THE BENEFIT OF LOTS 1, 2 AND 7 FOR PRIVATE STORM DRAINAGE AND TREATMENT PURPOSES NORTH AND WEST BOUNDARIES THE SUBDIVISION IS A REMAINDER AFTER A SALE THAT WAS LATER PLATTED INTO VAL-MAR ESTATES (REF 2). THE RESTRICTIONS ADJOINING SURVEYS (CSF 22814 (REF 3) AND CSF 23684 (NOT REFERENCED)] ACCEPTED THE COMMON PROPERTY LINE 1. THE OWNERS OR OCCUPIERS OF THE LOTS AFFECTED BY THESE EASEMENTS SHALL HAVE THE RIGHT TO USE THEIR AS ESTABLISHED IN VAL-MAR ESTATES. THE NORTH AND WEST BOUNDARIES WERE THEREFORE ESTABLISHED BY PROPERTY, INCLUDING THE AREAS DESCRIBED AS THE EASEMENTS, FOR ANY PURPOSE AS LONG AS THE OWNERS OR OFFSETTING, AS SHOWN ON VAL-MAR ESTATES, THE MAIN STREET RIGHT-OF-WAY 280.00 -FEET ALONG THE 65TH PLACE OCCUPIERS DO NOT INTERFERE WITH THE USE OF THE EASEMENTS AS GRANTED BY THIS INSTRUMENT. APPROVALS AND ACCEPTANCES RIGHT-OF-WAY AND THE 65TH PLACE RIGHT-OF-WAY 184.80 -FEET ALONG THE NORTH BOUNDARY. 2. NO VEHICLE PARKING OR STORAGE OF VEHICLES SHALL BE ALLOWED BY ANY PARTY WITHIN THE EASEMENT AREAS, INCLUDING THE AGENTS, EMPLOYEES, TENANTS, AND INVITEES OF SAID OWNERS. BASIS OF BEARINGS 3. WITHIN THE 20.00' PUBLIC SANITARY SEWER EASEMENT, PRIVATE UTILITIES ARE LIMITED TO PERPENDICULAR (OR AS / THE BASIS OF BEARINGS IS GPS WORK USING THE OCRS EUGENE ZONE PROJECTION. NAD83(2011) EPOCH2O10 CLOSE THERETO AS PRACTICABLE) CROSSINGS AND SHALL NOT RUN PARALLEL. RESPONSIBILITIES SPR GFIELD PLANNING D! CTOR DATE THE COST OF ANY MAINTENANCE OR REPAIR OF JOINTLY USED IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ACCESS AND STORM DRAINAGE AND TREATMENT IMPROVEMENTS, WITHIN THE EASEMENT AREAS SHALL BE SPLIT L_ SURVEYOR'S CERTIFICATE EQUALLY BETWEEN THE OWNERS OF THE LOTS USING SAID IMPROVEMENTS. THE COST OF ANY MAINTENANCE OR REPAIR OF IMPROVEMENTS LYING WITHIN THE EASEMENT AREAS BUT USED ONLY BY ONE LOT WILL BE THE SPRINGFIEL SURVEYOR DATE I, RENEE CLOUGH, A REGISTERED PROFESSIONAL LAND SURVEYOR, BEING DULY SWORN ON OATH DO HEREBY CERTIFY (1) RESPONSIBILITY OF THE OWNERS OF THE LOT USING SAID IMPROVEMENTS. , t, THAT THE INITIAL POINT AS SHOWN HEREON IS MARKED BY A 5/8"x30" IRON REBAR SET HEREON, WHICH INITIAL POINT ..,�1� ..� - oy 9 OCCUPIES THE NORTHWEST CORNER OF THE LANDS PLATTED HEREON AND THE SOUTHWEST CORNER OF LOT 3, BLOCK 2 OF VAL-MAR ESTATES AND (2) THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE LANE COUNTY ASSESSOR DATE FOLLOWING DESCRIBED SUBDIVISION: SITUATED IN THE CITY OF SPRINGFIELD, LANE COUNTY, STATE OF OREGON IN THE NORTHWEST 1/4 OF THE SOUTHEAST 1/4 111711-19 OF SECTION 34, TOWNSHIP 17 SOUTH, RANGE 2 WEST OF THE WILLAMETTE MERIDIAN AND DESCRIBED AS FOLLOWS: LAE doUN OARD OF COMMISSIONERS DAT BEGINNING AT A POINT ON THE NORTHERLY RIGHT-OF-WAY MARGIN OF 65TH PLACE ALSO BEING ON A SOUTHERLY EXTENSION OF THE WESTERLY BOUNDARY OF SAID VAL-MAR ESTATES AS PLATTED AND RECORDED ON FILE 72, SLIDE 101 OF THE LANE COUNTY OREGON PLAT RECORDS, THENCE ALONG SAID EXTENSION NORTH 00'14'32" WEST, 280.00 FEET TO DECLARATION THE SOUTHWEST CORNER OF LOT 3, BLOCK 2 OF SAID VAL-MAR ESTATES, THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID BLOCK 2 SOUTH 89'56'44" EAST, 184.80 FEET TO THE WESTERLY RIGHT-OF-WAY MARGIN OF 65TH PLACE; THENCE KNOW ALL PERSONS BY THESE PRESENTS THAT DON M HORTON (1) DOES HEREBY CERTIFY THAT HE IS THE OWNER OF ALONG SAID WESTERLY RIGHT-OF-WAY MARGIN SOUTH 00'1432" EAST, 280.00 FEET TO THE NORTHERLY RIGHT-OF-WAY THE LANDS AS HEREON DESCRIBED AND DOES CAUSE THE PROPERTY TO BE SUBDIVIDED AND PLATTED IN ACCORDANCE MARGIN OF MAIN STREET (ALSO KNOWN AS MCKENZIE HIGHWAY AND HIGHWAY 126); THENCE ALONG SAID NORTHERLY WITH THE PROVISIONS OF CHAPTER 92 OF THE OREGON REVISED STATUTES AS SHOWN; AND (2) DOES HEREBY RIGHT-OF-WAY MARGIN NORTH 89'5644" WEST, 184.80 FEET TO RETURNING TO THE POINT OF BEGINNING. ACKNOWLEDGE. (A) THE GRANTING HEREON OF THE PRIVATE EASEMENTS, (B) THE EXISTING PUBLIC EASEMENTS; AND (3) DOES HEREBY DEDICATE TO THE PUBLIC THE FOLLOWING: (A) THE PUBLIC UTILITY EASEMENTS AND (B) THE 5.00'X5.00' RIGHT-OF-WAY CHAMFER. OWNER DON M HORTON . .... 780 S 57TH STREET SPRINGFIELD, OR 97478 -REr =RDE -8 6eH%IRRE if MIT i RiIS�-r AT; ATT EC39 ER!S- NUMBER 29;9 LGOOR. DON M NORTON REGISTERED PROFESSIONAL Rranch LAND SURVEYOR E'N�GINEERING-_ Since 1977 OREGON 310 5th Street NOVEMBER 30, 2007 Springfield, OR 97477 RENEE CLOUGH p: 541.746.0637 69162LS ---- www.BranchEngineering.com EXPIRES: December 30, 2019 PROJECT No 15-072 TAX MAP 17-02-34-42, TAX LOT 4500 SPRINGFIELD CASE TYP215-00034 FTA 2 OF 2 k-- _ 6911 Plotter: T1100 HP DESIGNJET, INK HP: BF536WR-7 36#ACID FREE Z:\2015\15-072 Terry Smith \Survey\PLAT\ 15-072 PLAT.dwg SAVED: 5/13/2019 10:01 AM RENEEC