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UNIT OF LAND VALIDATION PLAT FOR LANE COUNTY SURD ;OUNTY SURVEYORS OFFICE DATE Z2' DU ' ZOZ~ ~ C.S. FILE No. LE No. -dr5S-44- S.E. 1 4 S. W. 1 4 SEC. 24 T.17S. R.4W. W.M. FILING DATE2Z' Ni ' ' ' ' LANE COUNTY CLERK & RECORDER DATE 2Z' NaV- 2CO G EUGENE LANE COUNTY OREGON OF CONVEYANCES ~ , NOVEMBER 4 2021 ~ Lane County Clerk Lane Count Deeds and Recor 2 y ds Records 2021-073049 OWNER CARYN AND TODD GILLEN 01990494202100730490010018 111111111111111111111111 $112.00 X018 25 KNOOP LANE 1112212 EUGENE, OR 97404 RPR-PART Cnt=1 Pgs=1 Stn=1 CASHIER O! 11/22/202102:06:27 PM $30,00 $10.00 $11.00 $61.00 Stn=1 CASHIER 05 NARRATIVE SURVEYOR'S CERTIFICATE THE PURPOSE OF THIS PLAT IS TO MARK WITH PROPER MONUMENTS IN ACCORDANCE WITH OREGON THIS SURVEY'S FIELD WORK WAS ABLE TO LOCATE THE TWO MONUMENTS PAULA NORNESS IN LPPN I, RENEE CLOUGH, A REGISTERED PROFESSIONAL LAND SURVEYOR, BEING DULY SWORN ON OATH DO HEREBY CERTIFY (1) REVISED STATUTES CHAPTER 92 AND LOCAL ORDINANCES THE VALIDATION PLAT FOR CARYN AND TODD g2-p0301 FOUND AND HELD AS PERPETUATING CORNERS FROM CSF 5222. THIS SURVEY'S FIELD WORK THAT THE INITIAL POINT AS SHOWN HEREON IS MARKED BY A 5/8 x30 IRON REBAR WITH A YELLOW PLASTIC CAP MARKED GILLEN CITY OF EUGENE PLANNING NUMBER LV 21-006, AS GIVEN APPROVAL SEPTEMBER 14, 2021 BY THE WAS ALSO ABLE TO LOCATE THREE RIGHT-OF-WAY MONUMENTS NORNESS SET IN LPPN 92-P0301. THE BRANCH ENG INC" SET BY THIS PLAT, WHICH INITIAL POINT OCCUPIES THE NORTHEAST CORNER OF THE LANDS VALIDATED CITY OF EUGENE THE POINTS AND LINES SHOWN ON THIS VALIDATION PLAT WERE ESTABLISHED AS FOUND LOCATIONS OF THESE FNE MONUMENTS MATCHED RECORD WITHIN ACCEPTABLE TOLERANCES SO HEREON AND (2) THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE FOLLOWING DESCRIBED FOLLOWS: WERE ACCEPTED AS BEING THE SAME MONUMENTS AND UNDISTURBED. ALTHOUGH CSF 5222 IS NOT A VALIDATION: THIS BOUNDARY SOLUTION INITIALLY APPEARED l0 BE STRAIGHT FORWARD. HOWEVER, WHEN THE FIELD TRUE SUBDIV1510N IT WAS INTENDED TO FULFlLL MUCH THE SAME FUNCTION AS AND WAS USED IN MUCH SITUATED IN THE CITY OF EUGENE, LANE COUNTY, STATE OF OREGON IN THE SOUTHEAST 1/4 OF THE SOUTHWEST 1/4 OF WORK WAS COLLECTED AND THE OFFICE CALCULATIONS COMMENCED, IT QUICKLY BECAME EVIDENT THAT THE SAME WAY AS A TRUE SUBDIVISION. THEREFORE, I AM WILLING TO ACCEPT IT AS A SUBDIVISION FOR SECTION 24, TOWNSHIP 17 SOUTH, RANGE 4 WEST OF THE WILLAMETTE MERIDIAN DESCRIBED MORE PARTICULARLY AS SIGNIFICANT DISCORD EXISTS IN THE NEIGHBORHOOD. THIS IS DESCRIBED BELOW, BUT THIS SURVEY DOES THE PURPOSES OF HOLDING ELEMENTS INSIDE OF IT OVER ELEMENTS FROM OUTSIDE WHEN ESTABLISHING A FOLLOWS: NOT HAVE THE SCOPE OR AUTHORITY TO ESTABLISH A NEIGHBORHOOD WIDE SOLUTION. ROAD CENTERLINE I ESTABLISHED THE KNOOP LANE CENTERLINE AS A LINE 25.00 fEET SOUTHERLY OF PROJECT CONTEXT AND LANDS NORNESS' MOST WESTERLY SET MONUMENT AND 20.00 FEET NORTHERLY OF THE MONUMENT ACCEPTED AS BEGINNING AT THE NORTHEAST CORNER OF LOT 2 OF THAT MINOR SUBDIVISION APPROVED BY LANE COUNTY, OREGON ON PERPETUATING THE CORNER BETWEEN "LOTS" 24 AND 25 OF CSF 5222. MARCH 26, 1963 AS M63-29, AS FlLED IN THE LANE COUNTY OREGON SURVEYOR'S OFFICE, SAID POINT LYING NORTH "LOTS" i AND 2 OF CSF 5222 (ALSO KNOWN AS PLAT OF THE PROPERTY OF CHARLES KNOOP) WERE THE PK NAIL IN RIVER ROAD WAS NOT USED IN CALCULATING THE KNOOP LANE CENTERLINE BECAUSE NO 89'53'29" EAST, 25,10 FEET FROM THE 2-1/2" IRON PIPE MARKING THE INITIAL POINT OF MERIAU PARK AS PLAITED AND "REPLATIED" IN MINOR SUBDIVISION M63-26 APPROVED BY LANE COUNTY ON MARCH 14, 1963. LOT i ORIGIN FOR IT COULD BE FOUND. TIM FASSBENDER CHOSE TO HOLD IT FOR THE RIVER ROAD CENTERLINE RECORDED IN THE LANE COUNTY OREGON PLAT RECORDS; THENCE ALONG THE EASTERLY BOUNDARY OF SAID LOT 2 SOUTH OF M63-26 WAS SOLD AS 70 FEE7 WIDE INSTEAD OF THE PLATTED 78 FEET WIDE. THIS VALIDATION IS l0 IN CSF 43281. IT 1S SEEN AS IRRELEVANT THAT CSF 43281 IMPLIES IT IS ON THE KNOOP LN CENTERLINE 00'06'31" EAST, 142.73 FEET TO THE NORTHERLY MARGIN OF THAT KNOOP LANE RIGHT-OF-WAY DEDICA110N RECORDED APRIL RESOLVE THAT, WHEN THAT SALE HAPPENED, THE LEGAL LOT CONFIGURATION OF LOT 2 OF M63-26 BECAUSE THE SURVEY DID NOT HAVE ANY REASON TO ESTABLISH THE KNOOP LANE CENTERLINE I DO 4, 1963 ON REEL 215D AS INSTRUMENT NUMBER 5715; THENCE ALONG SAID NORTHERLY RIGHT-OF-WAY MARGIN SOUTH ABSORBED THAT 8 FOOT DIFFERENCE AND BECAME 68 FEET WIDE INSTEAD OF THE PLATTED 60 FEET NOT FEEL THE PK NAIL HAS ENOUGH WEIGHT TO HOLD IT OVER MONUMENTS THAT HAVE A BETTER 89'53'29" WEST, 68.00 FEET TO THE EASTERLY BOUNDARY OF THOSE LANDS CONVEYED IN THAT BARGAIN AND SALE DEED RNER ROAD PEDIGREE. RECORDED SEPTEMBER 23, 1965 ON REEL 273D AS INSTRUMENT NUMBER 19916; THENCE ALONG LAST SAID EASTERLY THE INITIAL BOUNDARY RESOLUTION CONSIDERED WAS TO ESTABLISH THE RIVER ROAD CENTERLINE AND THEN BOUNDARY NORTH 00'06'31" WEST, 142.73 FEET TO THE SOUTHERLY BOUNDARY OF SAID MERIAU PARK; THENCE ALONG SAID TO PROVIDE SOME LEVEL OF RESOLU110N FOR THE RIVER ROAD RIGHT-OF-WAY TOPIC, 1 EXTENDED THE SOUTHERLY BOUNDARY AND ITS EXTENSION NORTH 89'53'29" EAST 68.00 FEET TO THE POINT OF BEGINNING. MEASURE WESTERLY TO ESTABLISH THE EASTERLY AND WESTERLY BOUNDARIES OF THIS VALIDATION. KNOOP LANE CENTERLINE RECORD DISTANCE, PER CSF 5222 AND LPPN 92-P0301 PAST THE CORNER RIGHT-OF-WAY AND CENTERLINE MONUMENTS FROM CSF 30304, CSF 43281 AND LPPN 98-P1135 WERE BETWEEN "LOTS" 24 AND 25 OF CSF 5222. FROM THE EASTERLY END OF THE EXTENSION, I TURNED FOUND BUT IT WAS QUICKLY OBSERVED THAT THE RIGHT-OF-WAY MARGINS IN THESE RECORDS DO NOT RECORD ANGLE CALCULATED FROM THE DEDICATION DEEDS WHICH OCCURRED WITH M63-29 (REEL 215D, DECLARATION MATCH THE DEDICATION DEED WHICH OCCURRED WITH M63-29 (REEL 215D, INSTRUMENT 5558). FURTHER INSTRUMENT 5558 AND REEL 215D, INSTRUMENT 5715). THIS PLACES THE RIGHT-OF-WAY LINE IN RECORDS RESEARCH LOCATED A LANE COUNTY ROAD MAP DATED JANUARY 1918 WHICH DEPICTS A APPROXIMATELY THE SAME LOCATION AS THE UNANNOTATED "EXTG R/W" LINE ON CSF 30304. KNOW ALL PERSONS BY THESE PRESENTS THAT CARYN GILLEN AND TODD GILLEN (1) DO HEREBY CERTIFY THAT THEY ARE RIGHT-OF-WAY CONFIGURATION WHICH MATCHES THE DEDICATION DEED AND ODOT ROLL MAP 28-14-2 THE OWNERS OF THE LAND AS HEREON DESCRIBED AND DO CAUSE THE PROPERTY TO BE VALIDATED AND PLATTED IN WHICH DEPICTS ARIGHT-OF-WAY CONFIGURATION WHICH ALSO MATCHES THE DEDICATION DEED. THE ODOT WE37ERLY VALIDAl10N BOUNDARY ACCORDANCE WITH THE PROVISIONS OF APTER 92 OF THE OREGON REVISED STATUTES AS SHOWN. ROLL MAP CENTERLINE COORDINATES WITH THE DEDICATION DEED BUT IS CLEARLY DIFFERENT THAN THE ALTHOUGH CSF 5222 WAS ACCEPTED AS A SUBDIVISION FOR PURPOSES OF CENTERLINE ESTABLISHMENT, I CENTERLINE IN CSF 30304, CSF 43281 AND LPPN 98-P1135. AFTER CONSULTATION WITH THE COUNTY DID NOT FEEL THAT IT WAS ENOUGH A SUBDIVISION TO JUSTIFY PRORATION BETWEEN THE 1W0 MONUMENTS SURVEYOR, IT WAS CONCLUDED THAT CSF 30304 WAS PERFORMED AS PART OF A RELOCATION PROJECT ACCEPTED AS PERPETUATING CORNERS FROM CSF 5222. THEREFORE, I HELD RECORD DISTANCE PER CSF CARYN GILLEN WHICH, AT THE TIME OF THE SURVEY, INTENDED TO ALTER THE CENTERLINE AND RIGHT-OF-WAY MARGINS 5222 FROM THE WESTERLY END OF THE CENTERLINE TO ESTABLISH THE CORNER BETWEEN "LOTS" 2 AND ALONG THE SITE FRONTAGE. BUT THAT 1NE BOARD OF COMMISSIONERS BOOK 161 PAGES 2099-2102 IN 3 OF CSF 5222. THE RECORD ANGLE OF 90'00'00", AS EXPLICITLY STATED IN LPPN 92-P0301 AND THE THE MASTER ROAD FILE FAILED TO ACTUALLY PERFORM THE RELOCATION ALONG THE SITE FRONTAGE. SITE DEED (RECEPTION NUMBER 2012-031152) AND IMPLIED IN CSF 5222, WAS TURNED THROUGH THIS THEREFORE, THE RIGHT-OF-WAY A10NG THE SITE FRONTAGE IS BASED ON THE DEDICATION DEED WHICH IS p01NT TO ESTABLISH THE WESTERLY BOUNDARY OF MINOR SUBDIVISION M63-26 APPROVED BY LANE TODD GIL BASED ON THE CENTERLINE IN ODOT ROLL MAP 28-14-2. CSF 30304 DOES NOT PROVIDE A COUNTY ON MARCH 14 1963, THIS WAS THEN OFFSET BY 70 FEET PER THE FIRST DEED SOLD REEL RELATIONSHIP BETWEEN THE CENTERLINE IN THAT SURVEY AND THE ODOT ROLL MAP CENTERLINE. ( ADDITIONALLY, NO RELATIONSHIP COULD BE FOUND BETWEEN THE ODOT ROLL MAP AND LOCATED 273D INSTRUMENT 19916) TO ESTABLISH THE WESTERLY BOUNDARY OF THIS VALIDATION, IT WAS NOTED ACKNOW LEDGMENT CENTERUNE AND RIGHT-OF-WAY MONUMENTS, THEREFORE, THIS SITE'S RIGHT-OF-WAY MARGIN NEEDED l0 THAT THIS LOCATION ALIGNS WELL WITH AN EXISTING FENCE, PARTICULARLY AT THE SOUTH END. BE ESTABLISHED FROM MONUMENTS OTHER THAN THOSE FOR THE CENTERLINE AND RIGHT-OF-WAY AS A EASTERLY VALIDATION BOUNDARY STATE OF OREGON RESULT, THE INITAL BOUNDARY RESOLUTION CONSIDERED WAS NOT VIABLE CONSEQUENTLY, RIVER ROAD ) I BECAME IRRELEVANT TO THIS VALIDATION BOUNDARY, BUT I FELT IT IMPORTANT TO DOCUMENT MY FINDINGS ~ DETERMINED IN THE TENTATNE VALIDATION APPLICATION APPROVAL, THE EASTERLY VALIDATION BOUNDARY COUNTY OF LANE SS WAS ESTABLISHED AS A 68 FOOT OFFSET OF THE WESTERLY BOUNDARY. ) IN CASE THEY PROVIDE ASSISTANCE TO A FUTURE SURVEYOR, NORTHERLY VALIDAl10N BOUNDARY THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THE S DAY OF N~U~ ~ .2021, BY CARYN AS NOTED AT THE END OF THE KNOOP LANE DISCUSSION, THE RIVER ROAD RIGHT-OF-WAY WAS GILLEN AND TODD GILLEN. CALCULATED, DESPITE NOT BEING NEEDED, OUT OF A SENSE OF NEEDING l0 KNOW. TWO MONUMENTS WERE FOUND ON THE NORTH BOUNDARY, BOTH HAVING BEEN SET TO IDENTIFY LOCATIONS I KNOOP LANE WHOSE PAPER RECORDS APPEAR TO COORDINATE WITH THE PAPER RECORDS FOR THIS SITE THE 1W0 I N MONUMENTS ARE ON A LINE PARALLEL TO THE KNOOP LN CENTERLINE HOWEVER, OFFSETTING THE KNOOP ~ 1 ~ q 7~ W IN AN EFFORT TO SOOTHE THE HEADACHE I GOT FROM RIVER ROAD, I TURNED TO KNOOP LANE AND LANE CENTERLINE 165.00 FEET NORTHERLY AS SHOWN IN CSF 5222 MAKES A LINE 2,7 FEET SOUTHERLY COMMISSION N0. o IMMEDIATELY GOT A MIGRAINE EARLY SURVEYS IMPLY OR DIRECTLY SHOW THE CENTERLINE AS A STRAIGHT OF THE LINE THROUGH THE MONUMENTS. THE LINE THROUGH THE MONUMENTS ALIGNS WEL1 WITH AN SIGNAT RE, NOTARY PUBLIC FOR OREGON a LINE BETWEEN THE NE CORNER OF CS 588 AND THE SE CORNER OF DLC 43. IN 1952 RALPH FOLLETT EXISTING FENCE ON THE WEST END, BUT THE FENCE ANGLES SLIGHTLY WITH THE RESULT THAT IT ALIGNS G✓~ I 7 f ~~e MY COMMISSION EXPIRES: S 7 ~ 7 ~~2 a2Z o PERFORMED EXTENSIVE RETRACEMENT WORK !N THE NEIGHBORHOOD. THIS WAS PARTIALLY DOCUMENTED AT WELL WITH THE OFFSET LINE ON THE EAST END. I CHOSE TO ACCEPT THE UNE THROUGH THE o_ THE TIME BY CSF 9007 AND FULLY DOCUMENTED IN 1990 BY CSF 29170. IN THAT RETRACEMENT WORK, MONUMENTS FOR SEVERAL REASONS. IN NO PARTICULAR ORDER, THOSE REASONS ARE PRINTED ME, NOTARY PUBLIC FOR OREGON FOLLETT DETERMINED AN ANGLE POINT EXISTED IN THE KNOOP LANE CENTERLINE APPROXIMATELY HALFWAY 1. JOHNATHAN OAKES IN LPPN 98-P1135 SHOWED A FENCE IN WHAT APPEARS TO BE THE SAME o BETWEEN THE NE CORNER OF CS 588 AND THE SE CORNER OF DLC 43. FOLLETT FILED A SURVEY IN ~ 1953 AND ANOTHER IN 1956, CSF 12080 AND CSF 10047 RESPECTIVELY, WHICH ALSO SHOW HIS ANGLE LOCATION AND STILL ESTABLISHED PROPERTY RIGHTS ONLY TO THE MONUMENT LINE. ~ CTION AN R p p Ty APPROVALS _ POINT MOST SURVEYS SINCE THEN HAVE OCCURRED ENTIRELY ON ONE SIDE OR THE OTHER OF THE 2. THE MONUMENTS HAVE BEEN IN PLACE AND AVAILABLE FOR INSPE D ELIANCE BY RO ER ANGLE POINT. HOWEVER, WILLIAM EIMSTAD FlLED CSF 16963 IN 1971 WHICH DID NOT HAVE AN ANGLE OWNERS ON BOTH SIDES FOR A LONG TIME - 75 YEARS FOR THE 2-1/2" PIPE ON THE WEST END CITY OF EUGENE: a POINT PAULA NORNESS RECORDED LPPN 92-P0301 IN 1991. SHE INCLUDED AN ANGLE POINT AND A AND 23 YEARS FOR THE 5/8" REBAR ON THE EAST END. a PARALLEL OFFSET IN THE CENTERLINE. BETWEEN 2015 AND 2018 DON NICKELL FlLED FOUR SURVEYS, 3, THE EARLY SURVEYS AND DESCRIPTIONS ALONG KNOOP LANE APPEAR TO HAVE LARGELY RELIED ON APPARENTLY LARGELY BASED ON EIMSTAD'S SURVEY, THAT USED A STRAIGHT UNE THROUGH THE AREA OF ' l l~ Zb Z o THE LOCATION OF THE SE CORNER OF DLC 43 (ALSO TITLED THE NE CORNER OF DLC 41). IN CSF FOLLETT'S ANGLE POINT AFTER A RETURN FIELD VISIT, MONUMENTATION WAS FOUND TO ALLOW THIS 28170 RALPH FOLIETT SHOWED THIS CORNER AS HAVING A MUDDY HISTORY. IT IS LIKELY THAT THE NG ECTOR DATE RE REGISTERED 'o BOUNDARY CALCULATION TO PROCEED WITHOUT ADDRESSING THE ANGLE POINT OR NO ANGLE POINT ISSUE, CORNER WAS OCCUPYING DIFFERENT PHYSICAL LOCATIONS WHEN DIFFERENT SURVEY RECORDS PROI PROFESSIONAL N BUT AGAIN I FELT IT IMPORTANT TO DOCUMENT MY FINDINGS IN CASE THEY PROVIDE ASSISTANCE TO A MEASURED FROM IT C' S • ~ I ZZ ZOL ( LAND LAND SURVEYOR ~ FUTURE SURVEYOR. SURVEYOR DALE Fu 3 rr ~'Lw -Xbitw Y,15~'Z- y LANE COUNTY: o ~ .o OREGON NOVEME is~~ r.. / ~~-ZZ•Z NOVEMBER 30. 2007 a OZ~ RENE COUNTY ASSESSOR DATE E RENEE CLOUGH 69162LS i 0 EXPIRES: December 30. 2021 0 a ~o m v c o J Branch a o 00'~ 0 c Y E-N/GINEERING'- c O Since 1977 c v 310 5th Street N Spr Springfield, OR 97477 i I p: 541.746.0637 N _ www.Bra N www.BranchEngineering.com N TAX MAP 17-04-24-34 TAX LOT 2200 CITY OF EUGENE FILE NUMBER: LV 21-06 PAGE 2 of 2 PF 2 of 2 PROJECT NO. 21-112 tJ ILI] Plotter T1100 HP DESIGNJEI INK HP: BF536WR-7 36#ACID FREE Produced using RLID (www.rlid.org) on 1010712022 at 9:46 AM