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HomeMy WebLinkAboutPlat, Subdivision APPLICANT 10/30/2019LEGEND 0 FOUND MONUMENT AS NOTED R E C 0 R D E I DATE LANE COUNTY CLERK & RECORDER LANE COUNTY SURVEYORS OFFICE C.S. FILE No. FILING DATE •Q SET 5/8" x 30' REBAR WITH YELLOW PLASTIC CAP LOT 2 W1 i I I Ll S00'03'16"W 35.98 �O OF CONVEYANCES 6,259 SF I ( MARKED "BRANCH ENG INC" ti S00'14'32"E 46.38 tip 1 Z 99 r Q SET 5/8' x 30' REBAR WITH RED PLASTIC CAP IREF do I z Ck I I til 5. MARKED MON BRANCH ENG' S00'14'32" , I . N89 45 28 E 84.80 ELECTRIC • 2.00' FROM PLAT CORNER I EASEMENT (7) I I 1 IP CURB DENOTES IRON PIPE LIMIT OF 7.00' ,�"� ��Op �•�� �,p0Q� �:yi MWAIERpGr FND BEM 5/8' IR I _--- N89'45 28"E 10000 I IR DENOTES IRON REHAR ,�©0 8. — S89'5644"E 0.40 & I 0�0 Opp • 9 TLDENOTES TAX LOT NUMBER • • { --'� 4.07 I S�p LOT 4 5,398 SF I `v' NDO'14'32"W 0.06 FROM NE PLAT CORNER h• SUBDIVISION PLAT FOR DLC DENOTES DONATION !_AND CLAIM NUMBER $ x MD DENOTES FOUND MONUMENT 10.00' (5&8 CALC) PVT DENOTES PRIVATE (S89'44'E)(2) KYLnn MEADO ws PUE CSF DENOTES PUBLIC UTILITY EASEMENT DENOTES COUNTY SURVEY FILE W-56"44-El184.80(2) o �F �p �t r /� s� r� i ry�t D 1 �f . ►f . 1 f 4, S E. 114, SE . 34, 1 .1 ! t�7. fir. 2W.., a I , LCSO DENOTES LANE COUNTY SURVEYOR'S OFFICE — — — — — — —(— — — — — — — — — — — — — — — — �, — j ` SPRINGFIELD, LANE COUNTY OREGON LCOPR LCOOR DENOTES LANE COUNTY OREGON PLAT RECORDS DENOTES LANE COUNTY OREGON OFFICIAL RECORDS I • I • S89'56'44"E 134.80 1 g v s� MAY 6, 2019 OSHD DENOTES OREGON STATE HIGHWAY DEPARTMENT j ,_ _ — — _ . _. • S89'S6'44"E 84 80 ^ • � T 1 "=30' SCALA': 1 = 3 0 (� DENOTES DATA OF RECORD -"" — " _ — — 1 — — — "` 26.00' PVT JOINT ; — 4 20.00' PUBLIC SANITARY I `�� 0�pG DENOTES GRANTED HEREON I N USE ACCESS AND + I I SEWER EASEMENT (8) I pp �`' DENOTES DEDICATED HEREON UTILITY EASEMENT* SEE EASEMENT ; I I p� ---�-- DENOTES UNE NOT TO SCALE N I M o NOTES, PAGE 2 1 I 1 1 I o LOT 3 REFERENCES DENOTES REFERENCE DESIGNATION AS NOTED IN C14I I ��� a co 5,276 SF ALL DISTANCES SHOWN ARE IN FEET. NORTHER PVT STOP EASEME p LY NT LOT 1 N LOT 2 W1 i I I Ll S00'03'16"W 2' �O I 7,572 SF �* 6,259 SF I ( 7.00' PUE** S00'14'32"E 46.38 tip r 'a do I z Ck I I 5. 7 00 SUB I . N89 45 28 E 84.80 ELECTRIC • • I EASEMENT (7) I I 1 { aryl 6. LIMIT OF 7.00' � MWAIERpGr 7. I _--- N89'45 28"E 10000 I ,�©0 8. — 50.00 �`<i I I •� • 9 -• • + 95.93 • • { --'� 4.07 I S�p LOT 4 5,398 SF I `v' 24 I o d ( 5 00 PVT ;+ I I $ x LINE TABLE LINE DIRECTION LENGTH Ll S00'03'16"W 1465 L2 S29'06'300E 38.05 L3 S00'14'32"E 46.38 FND PK NAIL WITH 1-114- BRASS WASHER MARKED '7.S 2609'(4) N89'56'44'W 1063 79 & SOO'03'16V 64.23 FROM MON A (S 63.68 & N89'44'00"W 1064 05)(4 CALC) FND 518' IR WI774 ALUMINUM CAP NO MARKINGS (BRASS CAP)(2) (STA 305+00.00)(2) � om, CORNER REPORT INDEX 13014, FILE NO 17-02-48SW, SOUTHWEST CORNER OF THE WILLIAM Y. MILLER DLC 148, T17S, R2W, W.M. VAL MAR ESTATES, FILE 72 SLIDE 101 BY GERALD K. ATTIG, LCOPR CSF 22814 BY R.S. CASTLEBERRY, FILED APRIL 6, 1979, LCSO JOHN TRAVESS SUBDIVISION, FILE 75 SLIDE 406 BY DAVID L. BROWN, LCOPR WARRANTY DEED FROM FERRY L. SM17H 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 HIGHWAY CONSTRUCTION PERMIT RECORDED ON FEBRUARY 6, 1967 AS INSTRUMENT NUMBER 74401 ON REEL 3358, LCOOR SPRINGFIELD UTILITY BOARD RIGHT-OF-WAY EASEMENT RECORDED ON JUNE 1, 1988 AS INSTRUMENT NUMBER 8821546 ON REEL 1516R, LCOOR EASEMENT RECORDED ON MARCH 29, 1962 AS INSTRUMENT 64294 ON REEL 1910, LCOOR EASEMENT RECORDED CONCURRENT WITH THIS PLAT AS RECEP17ON NUMBER 2019- LCOOR N I STORMWA7ER ; 1* 1 I oQo �� NOTE I EASEMENT* r �- 14.DO PUBLIC WAS7UVATER N SEE EASEMENT (� EASEMENT (9) I ko 0 1. 1 NOTES, PAGE 2 I { N I LOT 5 • N89'45'28'E 88.87 • ,w I 8,538 SF I I I 0 o I 7 00' PVT �z I STORMWATER EASEMENT* SEE I II EASEMENT PAGE 2 ' LOT 6 ( o �,•pG� 3 N89'4528"E 7593 "v , 510 SF —•0.00 \s 140, -•--23 00'--•-� I 1 t I VARIABLE WIDTH PVT i I JOINT ACCESS AND �+' r I N89'4528'E 88.87 • • --� I--UT1LfIY EASEMENT* I N 1 SEE EASEMENT g p'� I NOTES, PAGE 2 I LOT 7 ( M 7,168 SF APPROXIMATE LOCATION OF LOT 8 I 100 SF STORM DRAINAGE o • �,,\ to6,D10 SF I - EASEMENT (6) \ Z , Nz SEE NOTE 2 o y0 SEE NOTE i I \ 2k°p0\ `° I 1 36.06It I \ S44'54'22"W 7.05 I �. 18.03 (919.71)(2 CALC) 7 00' l 10.00' PUBLIC I 9 91962 I PUE** _ — SLOPE EASEMENT (6) I r 75.93 (486 03)(2 CALC) .-- 393 23 20 t10 �i'r �- I 485.76 .. ` - 28 29 --.� 83.87 •,�� • • •• s iii iii/ iii ii/i iii/ ii/ iltc_ iit�.. IIIc lrr� -__ N89 -56-44-W 184.80 (3)(5) -' 5 O01*x5.00' (N89'44'W)(5) RIGHT-OF-WAY HVITM POINT DEDICATION CHAMFER N89.56'44"W 1590.18 ` (N89'44'W)(2)(3)(4) (1590.54)(2) I _ A�11T SfilToEr (nfilJr. L 26} r — — _.._. — (40.00' HALF RIGHT-o>-waY)(2)(4) — ..._. — — v 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 INE SOUTHWEST PLAT CORNER THE EASEMENT AS SHOWN HEREON IS 10.00 -FEET BY 1000 -FEET, HOWEVER IT IS NOT CLEAR THAT THIS LOCATION OR THESE DIMENSIONS MATCH THE INTENT 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. NO BUILDING, STRUCTURE, TREE, SHRUBBERY OR OTHER OBSTRUCTION SHALL BE PLACED ON OR IN A PUBLIC UTILITY EASEMENT: FND 2-318' LCSO BRASS CAP, 1997(1) SW CORNED DLC NO 48(1)(2)(4) SE CORNER DLC NO 75(1) Q N LINE DLC NO 44(1) N tip r 'a do i i TAX MAP 17-02--34-42, TAX LOT 4500 1 SPRINGFIELD CASE TYP215--00034 Date Recelve"! N Plotter. T1100 HP DESIGNJET INK HP. BF536WR-7 36JACID FREE g PAJ Odginal Submiffal FND 518" IR (2' IP)(2)(3) S89'56'44"E 184.77 & SOY0316"Iff- 0 19 FROM SE CORNER THIS PLAT (S89'44'E 184 80)(2) (S89'44'E 184 80 & S 059)(3 CALC) REGISTERED PROFESSIONAL LAND SURVEYOR li,'� 640/ OREGON NOVEMBER 30. 2007 RENEE CLOUGH 69162LS EXPIRES. December 30, 2019 a ch E-NGINEERINGW Sime 19;7 310 5th Street Springfield, OR 97477 p 541 746 0637 www.BranchEngineering.com PROJECT No 15--072 PAGE 1 OF 2 Z.\2015\15-072 Terry Smith\Survey\PLAT\15-072 PLAT.dwg SAVED: 5/13/2019 10:01 AM RENEEC SUBDIVISION PLAT FOR KYLEE MEAD 0 ws W, 114, S, E, 1 f 4, SEC, 34, T,17S, , R. 2 . , WM, SPRINGFIELD, LANE COUNTY Y, DREG Q MAY 6, 2019 NARRATIVE EASEMENT NOTES THE PURPOSE OF THIS SURVEY 1S TO MARK WITH PROPER MONUMENTS IN ACCORDANCE WITH OREGON REVISED STATUTES 1 ALL PRIVATE EASEMENTS ARE APPURIEA ANT AND RELATE TO THE USE OF LOTS 1-3, 5 AND 7 AND ARE INTENDED CHAPTER 92 AND LOCAL ORDINANCES THE SUBDMSION PLAT OF 'CITY OF SPRINGFIELD CASE NUMBER TO BE COVENANTS AND RESTRICTIONS hUNNING WITH THE LAND 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 3 ALL PRIVATE EASEMENTS ARE SUBJECT TO THE FOLLOWING PROVISIONS UNLESS MODIFIED BY A SEPAR47E MAIN STREET (HIGHWAY 126) RIGHT—OF—WAY INSTRUMENT RECORDED W1771 THE COUATY- 774E DLC BRASS CAP (MON A) FOUND IN 66TH STREET WAS HELD TO HAVE A 64.23—FOOT OFFSET FROM 774E RIGHT—OF—WAY PER VAL—MAR ESTATES (REF 2) AND CSF 23684 (NOT REFERENCED). THE OSHD ALUMINUM CAP (MON B) RIG! ITS FOUND WEST OF THE SUBOMSION WAS HELD TO BE ON THE RIGHT—OF—WAY PER VAL—MAR ESTATES AND CSF 16672 (NOT 26 00' PVI. JOINT USE ACCESS AN LITY EMENT REFERENCED). FOR THE BENEFIT OF L07S 1, 2 AND 3 FOR PRIVATE ACCESS, UTILITY AND STORM DRAINAGE AND TREATMENT PURPOSES UTILITIES ARE TO IN LUDE, BUT NOT 8E LIMITED TO, PRIVATE LATERALS FOR ELECTRIC, WATER, 65TH PLACE RIGHT—OF—WAY TELEVISION, TELEPHONE AND GAS ACCESS IS TO INCLUDE, BUT NOT BE LIMITED TO, VEHICULAR, PEDESTRIAN, VEHICLES, DELIVERY ICHICLES, G4R8AGE TRUCKS AND CONSTRUC77ON AND MAINTENANCE VEHICLES ONLY TWO MONUMENTS WERE FOUND FROM WHICH 65TH PLACE COULD BE CALCULATED A 518- REBAR (MON C) NEAREMERGENCY 500" PVT. STORMWA7FR EASEMENT THE INMAL POINT OF VAL—MAR ESTATES (REF 2) AND A 518" REBAR (MON D) NEAR THE NORTHEAST CORNER OF 7TIIS FOR TIME BENEFIT OF LOT 2 FOR PRIVATE STORM DRAINAGE PURPOSES SUBDIVISION. MON C WAS A SUBSTANTIALLY DIFFERENT CHARACTER THAN RECORD AND SIGNIFICANTLY OFF THE MAIN VARIABLE WIDTH PVT JOINT USE ACCES AND UTILITY EASEM STREET RIGHT—OF—WAY LINE, WHICH WAS DETERMINED AS DESCRIBED ABOVE. THEREFORE MON C WAS DETERMINED TO BE FOR THE BENEFIT OF LOTS 5 AN 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, SLIT NOT BE LIMITED T 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 NO BE LIMITED TO, VEHICULAR, PEDESTRIAN, EMERGENCY VEHICLES, DELIVERY METHOD, THE DISTANCES TO THE DLC BRASS CAP (MON A) AND THE OSHD ALUMINUM CAP (MON 8) WERE CHECKED AND VEHICLES, GARBAGE TRUCKS AND CONSTRUC71ON AND MAINTENANCE VEHICLES FOUND TO BE WITHIN TOLERANCE 7.00' PVT STORMIMIM EASEMENT FOR THE BENEFIT OF L07S 1, Z AND 7 FOR PRIVATE STORM DRAINAGE AND TREATMENT PURPOSES NORTH AND WEST BOUNWlES 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 L 7S 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 DES IBED 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 USE OF THE EASEMENTS AS GRANTED BY THIS INSTRUMENT. RIGHT—OF—WAY AND THE 65TH PLACE RIGHT—OF—WAY 184.80—FEET ALONG THE NORTH BOUNDARY. 2. NO VEHICLE PARKING OR STORAGE OF NICLES SHALL BE ALLOWED BY ANY PARTY WITHIN THE EASEMENT AREAS, INCLUDING THE AGENTS, EMPLOYEES, , AND INVITEES OF SAID OWNERS MIS OF BEARINGS J. WITHIN THE 20.00' PUSUC SANITARY S ER EASEMENT, PRIVATE U77UTIES ARE LIMITED TO PERPENDICULAR (OR AS THE BASIS OF BEARINGS 1S GPS WORK USING THE OCRS EUGENE ZONE PROJECT ION NAD83(2011) EPOCH2O10 CLOSE THERETO AS PRACTICABLE) CRD INGS AND SHALL NOT RUN PARALLEL RESPONSIBILITIES THE COST OF ANY MAINTENANCE OR REPAIR OF JOINTLY USED IMPROVEMENTS, INCLUDING BUT NOT LIMITED TO ACCESS AND STORM DRAINAGE AND 7R 7MENT IMPROVEMENTS, WITHIN THE EASEMENT AREAS SHALL BE SPLIT S IIRVEYQR �S CERTIFICATE - EQUALLY BETWEEN THE OWNERS OF TH LOTS USING SAID IMPROVEMENTS THE COST OF ANY MAINTENANCE OR REPAIR OF IMPROVEMENTS LYING WITHI THE EASEMENT AREAS BUT USED ONLY BY ONE LOT WILL BE THE RESPONSIBILITY OF 774E OWNERS OF LOT USING SAID IMPROVEMENTS 1, RENEE CLOUGH, A REGISTERED PROFESSIONAL LAND SURVEYOR, BEING DULY SWORN ON OATH DO HEREBY CERTIFY (1) THAT THE 1NITIAL POINT AS SHOWN HEREON 1S MARKED BY A 518 z30" IRON REBAR SET HEREON, WHICH 1NMAL POINT OCCUPIES THE NORTHWEST CORNER OF THE LANDS PLATTED HEREON AND THE SOUTHWEST CORNER OF LOT 3, BLOCK 2 OF VAL—MAR ESTATE'S AND (2) THAT I HAVE CORRECTLY SURVEYED AND MARKED W17H PROPER MONUMENTS THE FOLLOWING DESCRIBED SUBDIVISION: SITUATED IN THE CITY OF SPRINGFIELD, LANE COUNTY, STATE OF OREGON IN THE NORTHWEST 114 OF THE SOUTHEAST 114 OF SECTION 34, TOWNSHIP 17 SOUTH, RANGE 2 WEST OF THE WILLAMETTE MERIDIAN AND DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE NORTHERLY RIGHT—OF—WAY MARGIN OF 65TH PLACE ALSO BEING ON A SOUTHERLY DMS/0N 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 EX TENSION NORTH 00' 1432" WEST, 280 00 FEET" TO THE SOUTHWEST CORNER OF LOT 3, BLOCK 2 OF SAID VAL—MAR ESTATES; THENCE ALONG THE SOUTHERLY BOUNDARY OF SAID BLOCK 2 SOUTH 8956'44" EAST, 184.80 FEET TO THE WESTERLY RIGHT—OF—WAY MARGIN OF 65TH PLACE; THENCE ALONG SAID WESTERLY RIGHT—OF—WAY MARGIN SOUTH 00'14'32" EAST, 280 00 FEET TO THE NORTHERLY RIGHT—OF—WAY MARGIN OF MAIN STREET' (ALSO KNOWN AS MCKENZIE HIGHWAY AND HIGHWAY 126); THENCE ALONG SAID NORTHERLY RIGHT—OF—WAY MARGIN NORTH 89'56'44" WEST, 184.80 FEET TO RETURNING TO THE POINT OF BEGINNING TAX MAP 17--02--34-42, TAX LOT 4500 1 SPRINGFIELD G4SE 7YP215--00034 DECLARATION KNOW ALL PERSONS BY THESE PRESENTSAT DON M HORTON (1) DOES HEREBY CER71FY THAT HE IS THE OWNER OF THE LANDS AS HEREON DESCRIBED AND S CAUSE THE PROPERTY TO BE SUBDIVIDED AND PLATTED IN ACCORDANCE WITH THE PROVISIONS OF CHAPTER 92 F THE OREGON REVISED STATUTES AS SHOWN, AND (2) DOES HEREBY ACKNOWLEDGE: (A) THE GRAN77NG HEREON OF THE PRIVATE EASEMENTS, (B) THE EXISTING PUBLIC EASEMENTS; AND (3) DOES HEREBY DEDICATE TO THE PUBLIC ThE FOLLOWING: (A) THE PUBLIC UTIUTY EASEMENTS AND (8) THE 500'X500' RIGHT—OF—WAY CHAMFER DON M HORTON %4A. wd \'� I p11�1� c�}5�c'1y�1 S��A�15�on VW- RECORDED LANE COUNTY CLERK & RECORDER OF CONVEYANCES ACKNOWLEDGMENT LANE COUNTY SURVEYORS OFFICE C.S. FILE NO. FILING DATE STATE OF OREGON ) COUNTY OF LANE ) SS ON THIS Z DAY OF 2019, BEFORE ME PERSONALLY APPEARED DON M HORTON AND DOES ACKNOWLEDGE THE FOREGOING INSTRUMENT TO BE HIS VOLUNTARY ACT AND DEED SIGNAR&P, NOTARY PUBLIC FOR OREGON em / I fru PRINTED E, NOTARY PUBLIC FOR OREGON COMMISSION NO. 17 S qW- MY COMMISSION IXPIRES. ��i c r- 17, 20 2'Z.. APPROVALS AND ACCEPTANCES SPRINGFIELD PLANNING DIRECTOR SPRINGFIELD SURVEYOR LANE COUNTY ASSESSOR LANE COUNTY BOARD OF COMMISSIONERS OWNER DON M HORTON 780 S 57TH STREET SPRINGFIELD, OR 97478 FP EGISTERED OFESSIONAL D SURVEYOR f&W OREGON NOVEMBER 30, 2007 RENEE CLOUGH 69162LS EXPIRES: December 30. 2019 DATE DATLO" DATE DATE ra ch tK'GINEERING."j Since 1977 310 5th Street Springfield, OR 97477 p 541 746 0637 11 www.8ranchEngineering corn PROJECT No 15-072 .PAGE 2 QE 2 Plotter. T1100 HP DESIGNJET, INK HP: BF536WR-7 36#ACID FREE 1 DUN* -m Z:\2015\15-072 Terry Smith\Survey\PLAT\15-072 PLAT.dwg SAVED: 5/13/2019 10:01 AM RENEEC