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HomeMy WebLinkAboutPlat, Subdivision APPLICANT 11/5/2019POINT 39.92 CHAINS _.,..- , (RI,R2) 2634.72f(R2) 34.01E HOLLY PR.�O�' 2637.9' (Rl1) SO.41'50* W : NE 104 SECTION 33 TOWNSHIP 17 SOUTH,, RANGE 3 WEST, W.M. OF NW CORNER OF DLC a #59 SPRINGFIELD,, LANE COUNTY, OREGON II�iTERSECTIOAI OF DLC °�° €/59 AND CT ION LINE DATE OF STJRV EY: SEPTEMBER 19, OF CENTENNIAL BLVD - BRANDY WAY SKEET I OF 2 (2707.32' }R6 FROM o\%FD 5/8" IR WITH NW CORNER OF � C; DL 0 oa DLC #59 00 cv w� o FENCE SOUTH 3{.40` 0.3' OF SET DOVE 30.00' 1vlUNUNiENT ESTATES FD 518" 1R LOT 1 LOT 2 (R.4) - WITH YPC LOT3 LOT 4 INITIAL POINT 1' U 518" IR VJIT1i "'00/PLS 2552" (R4) S89°87'05"E 329.56' (S88°44'56"E 329.56';R4 YPC "PLS WITH (R4) 3000' 61.82' 61.82' 61.82' 44.99' 99.11' 7 7.' PUE X's LOT I6 7.04' I � PUELST $ 00. 9 7536 SQ FI' LOT 13 w LOT 12 LOT 11 ' 6722 SQ FT +782 SQ .FT 6833 SQ FT w *.., 61.82 LOT'10 N89007'05"vv SET 518" REBAR 7597 SQ FT WITH RPC MARKER 9 "'EOR & ASSOC." NU°1'50"E l.8t!' 7.00' 5414°i8"10"E 160.}7' OF TRUE CORNER PUE 2' i 49.821 60.82' 26.27` LOT LOT 17 M 20.09 DtT1E DRIVE �� 6(069 SQ FT An S89018'10"E 149.91' ' 20.000' ` c FIS 54' IR WITH r N89018'10"W (150.00')R7,R9t3- /0",F" (Rs) �C �8 24.00 . o p , z DOTIE DRIVE .-- o v �- r - - 2016-01328 44.59' 40.0 ---.. 1 ti 589004122"E 178.20' _... 4, © (R9) ,y (N88 3 21 W 178.16'}R5 0 P4 `-� CIO COO >A� ...._ CII 44,58' t ( \FD 508" IR WITH OPC "INF" (R5) 1 ri 7.W RE -SET 5/$ IR WITH ALUMINUM W LOT o PUE CAP MARKED "EGR t ASSOC:" FD X18 1R . 6964 SQ FT LOQ' WITH OPC (R5) z . } 470 FT'ILLEGIBLE to ,� LOT 7 r 20163-013292 � � 45 6 SQ FT OAK BREEZE ESTATES (RIO)11R I LOT 20 53.011` 54.56' 589018'10"E (150.00')R7, RIO N89018'10"W N89004'22"W 1007.56 5 1{10.88 50.00' 50.67 LOT rt+ 8505 SQ FT ISD 518" IR WTTH "B" YPC "POAGE v � FIS 5/8" IR L81301" (R3) , L� � LOT 1 __,tp RI(19.5') 6803 SQ FT ai cn 19.79' 185.55' (105.84`)R1 (105.61')R2 r 'q- qua v 123005'W'1 (123105'*6 LOT � N89°34'0i4"W 125.34' 7.44' (N89°28 -112'W 125.34 -Al aara PUE a 5 845 SQ FI' ' LOT (90-39-2 "} (N89 I'25"W)lt2 FD 5/8" IR w 7502 Std FT ( RI o z; cs � 6-b civ ' 20.09 rs��a � , s a 2000-01521 Lp -poos fi (8 ( CIO z 3O.clo' g (50.09'x2 Ss9°1.810"E 5t�.tla' `�. NOTES LPPN `+ Fv2"Il' I55059'00" N80°14'to"935' 2007-P213 �I1. NO BUILDING, STRUCTURIt TREE, SHRUBBERY DEVONSHIRE, PARK (155"57)R6 (14.79)R7 OR OTHER OBSTRUCTION SHALL BE PLACED ary OF SPRINGFIELD PLANNING ACTION NO. 811-18-000002=TYP2 ON OR IN A PUBLIC UTILITY EASEMENT. ASSESSORS MAI': 17-03-33-11 TAX LOT: 001004'10,%(�80°p J PLOTTER: HP DESIGN JET 430 INK: HP 51640A MEDIA: 36# BOND RIJB24.36 }It6 301 • CURVE ## DELTA RADIUS LENGTH CHORD CI 42018'22" 180.40 73.84 5+68088'59"E 72.17 C2 4200414" 100.00 73.44' S68°02'05"E 71,80' C3 27043'08" 80.00 38.70 N75012'47"W 38.33' C4 14021125" 8000 20.05 N54010'30"W 19.99' C5 25004'16" 120104 52.5.1 N59031'56"W 52.09' C,6 17°141006" 120.00 36..10 N80041'07"W 35.96' C7 39019'15" 80.00 54.90 S 9°3428"E. 53.83' OP LES 49 FOUND AS DESCRIBED Q SET 518" x 30" RE BAR WITH OPC MARKED "EGR & ASSOC." UNLESS OTHERWISE NOTED Q SET 5/8"X 30" REBAR WITH ALUMINUM CAP MARDED "EGR &. ASSOC2' FD 112" IR A CALCULATED POINT WITH NO CAP (XXX) RECORD DATA PER REFERENCE AS NOTED, EQUALS MEASURED UNLESS OTHERWISE NO`fED LCODR LANE COUNTY OREGON DEED RECORDS LCSO LANE COUNTY SURVEYORS OFFICE OPC ORANGE PLAs IC CAP YPC YELLOW PLASTIC CAP LPPN LAND PARTITION PLAT NUMBER CSF COUNTY SURVEY FILE NO. IR IRON RODI REBAR IP IRON PIPE PUE PUBLIC UTILITY EASEMENT OCRS OREGON COORDINATE REFERENCE SYSTEM EUGENE ZONE NAD 83 (2011), EPOCH 2010.00 REFERENCES RI COUNTY SURVEY FILE NO. 8614 R2 COUNTY SURVEY FILE NO. 29727 R3 LAND PARTITION PLAT NO.91-POO80 R4 DOVE ESTATES, INST. NO. 2008-016284, CSF 40959 R5 OAK BREEZE E ESTATES, FILE 75, SLIDE 617 & 618 R6 DEDICATION 8609 925196 R7 WARRANTY DEED, INSTR_ NO.20I7-011544 R8 WARRANTY DEED, INSTR. NO. 2000-015217 R9 STATUTORY WARRANTY DEED, INST. NO. 2016-013289 RIO STATIJrmy WARRANTY DEED, INST. NO.2016-013292 RI I COUNTY ROAD SURVEY "CENTENNIAL BOULEVARD LE LINE" INDEX 101 -IA, 1959 ( SCALE 1" = 40' 1 40 O 40' 80' REGISTERED} BASIS OF BEAR INGS PROFESSIONAL. OCRS EUGENE ZONE 0 SURVEYOR... ry EGR & Associates, Inc OF OREGON ` Engineers, Geologists, and Surveyors JANUARY 14, 2043 RYAN M. - ERICKSON 55524 2535E Prairie Road (541) 588-8322 EXPIRES: 12/31/19 Eugene, Oregon 97402 Fax (541) 688-8087 C8 2055'43" 80.00 4.07 S48°27' 19"E 4.87' C9 1000931" 120.E 21.28 852°141'33"E 21.25' CIO 2605731" 120-00 56.46 '378°38'05" E 55.94' C11 41157'31" 120.00 10.39 88603536"E 10.39' LES 49 FOUND AS DESCRIBED Q SET 518" x 30" RE BAR WITH OPC MARKED "EGR & ASSOC." UNLESS OTHERWISE NOTED Q SET 5/8"X 30" REBAR WITH ALUMINUM CAP MARDED "EGR &. ASSOC2' FD 112" IR A CALCULATED POINT WITH NO CAP (XXX) RECORD DATA PER REFERENCE AS NOTED, EQUALS MEASURED UNLESS OTHERWISE NO`fED LCODR LANE COUNTY OREGON DEED RECORDS LCSO LANE COUNTY SURVEYORS OFFICE OPC ORANGE PLAs IC CAP YPC YELLOW PLASTIC CAP LPPN LAND PARTITION PLAT NUMBER CSF COUNTY SURVEY FILE NO. IR IRON RODI REBAR IP IRON PIPE PUE PUBLIC UTILITY EASEMENT OCRS OREGON COORDINATE REFERENCE SYSTEM EUGENE ZONE NAD 83 (2011), EPOCH 2010.00 REFERENCES RI COUNTY SURVEY FILE NO. 8614 R2 COUNTY SURVEY FILE NO. 29727 R3 LAND PARTITION PLAT NO.91-POO80 R4 DOVE ESTATES, INST. NO. 2008-016284, CSF 40959 R5 OAK BREEZE E ESTATES, FILE 75, SLIDE 617 & 618 R6 DEDICATION 8609 925196 R7 WARRANTY DEED, INSTR_ NO.20I7-011544 R8 WARRANTY DEED, INSTR. NO. 2000-015217 R9 STATUTORY WARRANTY DEED, INST. NO. 2016-013289 RIO STATIJrmy WARRANTY DEED, INST. NO.2016-013292 RI I COUNTY ROAD SURVEY "CENTENNIAL BOULEVARD LE LINE" INDEX 101 -IA, 1959 ( SCALE 1" = 40' 1 40 O 40' 80' REGISTERED} BASIS OF BEAR INGS PROFESSIONAL. OCRS EUGENE ZONE 0 SURVEYOR... ry EGR & Associates, Inc OF OREGON ` Engineers, Geologists, and Surveyors JANUARY 14, 2043 RYAN M. - ERICKSON 55524 2535E Prairie Road (541) 588-8322 EXPIRES: 12/31/19 Eugene, Oregon 97402 Fax (541) 688-8087 OWNERS DECLARATION KNOW ALL PERSONS BY THESE PRESENTS TEIAT HOLLY SPRING HOMES, LLC IS THE OWNER OF THE PROPERTY DESCRIBED HEREON AND DOES HEREBY LAYOUT AND SUBDIVIDE THE SAME AS SHOWN ON THIS PLAT INACCORDANCE, RANCH WITH OREGON REVISED STATUTES CHAPTER 92, AND DOES DEDICATE TO THE PUBLIC THE STREET RIGHT OF WAY AS SfIOWN HEREON AND THE 7.00 FOOT PUBLIC UTILITY EASEMENTS. 4LLY Si'T1NG HOMES, LLG N��il!:RT;N MANAGEMENT, LLC AS MANAGER BY: JON PENNENIAN AS MEMBER OF PENNEREN TMANAGEIVI&Vf, LLC ACKNOWLEDGEMENT STATE OF OREGON } )SS COUNTY OF LANE ) 4N THIS 29 DAY OF 0C & , 2019, PERSONALLY APPEAItEDJON PENNEN i6kN; N EMBER OF PENNEREN NV%NAGEMENT, LLC AS MANAGER OF HOLLY SPRING HOMES, LLC AND ACKNOWLEDGED THE FOREGOING INSTRUMENT TO BE A VOLUNTARY ACT AND DEED. WITNESSED BY ME THIS DAY AND YEAR LAST ABOVE WRITTEN. #A ote (-*in xA_�� - NOTARY UBLIC FOR OREGON (SIGNJVIIJRE lux AMC 1dUT RY RIAfiFEDNAM£ COMMISSION EXPIRES:.1 j -to (WRITE OUT IN FULL) COMMISSION NUMBER: l � �_� T HOLLY SPRINGS RECORDED LJM COUNW SURVEYORS OFFICE NE 114, SECTION 332.TOWNSHIP 17 SOUTH, RANGE3 WEST, W.M. GATE: CSF NO. SPRINGFIELD, LANE COUNTY, OREGON COUNTY CLERK 8Y; FSE DATE DATE OF SURVEY: SEPTEMBER.- l9, 2019 SHEET 2 OF 2 SURVEYOR'S CERTIFICATE 1, RYAN M. ERICKSON, A REGISTERED LAND SURVEYOR IN THE STATE OF OREGON, DO HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE FOLLOWING DESCRIBED PROPERTY: THAT PROPERTY DESCRIBED IN WARRANTY DEED RECORDED AS DOCUMENT NUMBER 2017-011504, LADE COUNTY, OREGON DEERS AND RECORDS BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING ATTIE INITIAL POINT, MARKED BY A 5/8" REBAR WITH YELLOW PLASTIC CAP MARKED "PLS 2552", BEING THE SE CORNER OF LOT 4 OF DOVE ESTA ES; THENCE RUN SOUTH {)°5.7154" WEST 301.82 FEET; TO A 518" REBAR WITH YELLOW PLASTIC CAP 14IARKED TOA.GE LS 1301; THENCE SOUT 144°31`55" WEST 31.96 DEET O A 518" REBAIZ; THENCE NORTH 8903U 04" WEST 125.34 FEET, TO A 518" REBAR WITH ORANGE PLASTIC CAP MARKED -EGR & ASSOC."; 'THENCE SOUTH 1`49'20" WEST 119.43 FEET, TO A 5/8" REBAR WITH ORANGE PLASTIC CAP MARKED "EGR & ASSOC"; 'FIIENC;E NORTH 8011IT10" WEST 9.35 FEET TO A, 518" REBAR WITH ORANGE PLASTIC CAP MARKED "EGR & ASSOC."'; THENCE NORTH 56013'10" WEST 227.34 FEE T TO A 5/8" REBAR WITH ORANGE PLASTIC CAP MARKED "EGR & ASSOC.' THENCE NORTI 10°41'50" EAST 35A6 FEET TO A 5/8" REBAR WITH ORANGE PLASTIC CAP MARKED "EGR &. ASSOC-"-, THENCE SOUTH 89018'IQ'-EAST 150.00 FEEL- TO A 5/8" REBAR WITH ORANGE PLASTIC, CAP MARKED "EC,R &. ASSOC."; THENCE NORTH 01141150" EAST 143.20 FEET TO A 518" REBAR WITH ORANGE PLASTIC CAP MARKED "EGR & ASSOC"; THENCE NORTH 89°18'IU" WEST 15000 FEET TO A 518" REBAR WITH ORANGE PLASTIC CAP MARKED "EGR & ASSOC"; THENCE NORTH 0141'50" EAST 150.00 FEET TO A 518" REBAR WITH YELLOW PLASTIC CAP MARKED "PLS 25527; THENCE SOUTH 89007105" EAST 329.56 FEET TO THE POINT OF BEGINNINGr, IN SPRINGFIELD, LANE COUNTY; OREGON. SURVEYOR'S NARR TWE THE BOUNDARY OF THE PROPERTY WAS ESTABLISHED AS FOLLOWS: THE NORTH LINE WAS FIELD ASTHE SOUTH MARGIN OF DOVE ESTATES BEING MARKED BY 5IN' REBARS AT TETE SOUTHWEST AND SOUTHEAST CORNERS OF ROVE ESTA'T`ES. THE EAST LINE WAS HELD FROM THE SOUTHEAST HEAST CORNER OF DOVE ESTATES AND THE 518' REBAR WITH CAP MARDED "POAGE LS 1301" SET IN LAND PARTITION PLAT NO.91-POO80 AT THE RECORD POSITION O THE STONE SET IN CS 1608. THE PORTION OF THE BOUNDARY COMMON WITH THAT PROPERTY DESCRIBED IN TEED 2000.015217 WAS ESTABLISHED BY HOLDING MONUMENTS "A ANIS "B" AND PROJECTING.THIS LINE DEED RECORD DISTANCE FROM MONUMENT "A" TO COMPUTE POINT "C". RECORD ANGLE AT POINT "C" WAIT THEN HELD AND INTERSECTED WITH THE RIGHT-OF-WAY OF KELLOGG ROAD. THE RIGHT-OF-WAY OF KELLOGG ROAD AND THE WESTERLY BOUNDARY OF, TIIE PROPERTY IS DEPENDENT UFCIN THE WEST LINIf OIi DLC #59 AN A COMPUTED POSITION FOR THE NORTHWEST CORNER. OF THE DLC. THERE HAVE BEEN VARIOUS METHODS USED BY SURVEYS AND DEEDS IN THE AREA TO COMPUTE DISTANCES SOUTHERLY OF THE NORTHWEST DLC CORNER. A COMMON POINT APPEARS TO BE THE INTERSECTION OF THE SUUTH LINE OF CENTENNIAL BOULEVARD WITH THE DLC LINE.. THIS INTERSECTION IS NOTED IN OLDER RECORDS AS 39.92 CHAINS (2634.72') FROM THE DLC CORNER AND BETWEEN 2637.9' AND 2637.03' IN NEWER, RECORDS. GIVEN THE VARIATION IN 'THESE CALL DISTANCES I FELT THAT IT WAS BETTER TO HOLD LOCAL MONUMENTATION AND DISTANCES IN AN ATTEMPT TO BETTER REPRESENT THE INTENTION OF THE DEEDS IN THE AREA AND NOT TO PERPETUATE ERRORS INTHE, MEASURED DISTANCES ALONG THE DLC LINE. TO ACHIEVE THIS, I EIT'sLI) THE RECORD DEED DISTANCE OF 150.40 FEET ALONG ANDERSON LANE FROM TIIE NORTHWEST CORNER TO BEGIN LAYING OUT THE TWO DESCRIPTIONS IN DEEDS 2416-013289 AND 2016-0I3292. THIS 150.00 FOOT DIMENSION IS CONTAINED WITHIN THE DEED TO THIS PROPERTY AND IS CONSISTENT WITH THE CALLS CONTAINED _ WIT HIN THE TWO REFERENCED DEEDS. THE RIGHT-OF-WAY ACQUISITION DEED FOR KELLOGG ROAD, REEL 609 RECEPTION #251966, APPEARS TO BE BASED ON THE OLDER CALLS TO TIIE NORTHWEST CORNER OF THE DLC WHICH IS INCONSISTENT WITH THE CALL TO THE SOUTHEAST CORNER OF THAT LANE COUNTY PARCEL DESCRIBED IN REEL 171 RECEP`T'ION #30886. THE CALL TO "THE SOUTHEAST CORNER OF THE LANE COUNTY PARCEL WAS DEEMED PARAMOUNT AND THIS POINT IS DESCRIBED AS BEING 72.60' SOUTHERLY OF TETE INTERSECTION OF Ta ULC LINE AND'THE SOUTH LINE OF CENTENNIAL BOULEVARD. FROM THIS POINT RECORD DATA WAS HELD TO ESTABLISH THE CENTERLINE AND RIGHT -4I' -WAY OF KELLOGG ROAD. THE PROPERTY WAS THEN SUBDIVIDED AT THE DIRECTION OF THE OWNER AND IN ACCORDANCE WMI THE APPROVED PRELIMINARY PLAN - APPROVALS APPROVALS & ACCEPTANCE CITY OF SPRINGFIELD PLANNING DA'1li CIT Y OF SPRINGFIELD SURVEYOR DATE LANE COUNTY ASSESSOR DATE LANE COUNTY BOARD OF COMMISSIONERS DATE REGISTERED PROFESSIONAL. LAND SURVEYOR - OREGON JMU&W 14, 2003 RYAN M. ERICKSON 55524 EXPIRES; 12/31 /19 CITY OF SPRINGFIELD PLANNING ACTION NO. 811-18-000002-TYP2 ASSESSORS MAP; 17-03-33-1I TAXLOT: UUIUU III -OTTER: HP DESIGN JET 430 INK: HP 51640A MEDIA: 369 BOND RIJB24-36 Fi Cc C--1 VDate �- Received 04nal Submiffal ..... is - Inc. Engineers, Geologists, and Surveyors 25356 Prairie Road (541) 688-8322 Eugene, Oregon 97402 Fax (541) 688-8087 I