C) <br />co <br />o <br />Lq <br />LO <br />u) <br />+ <br />N <br />� <br />N <br />N <br />FD 5/8" IR W/ YPC <br />"CASWELL" 29.97 FROM <br />CENTERLINE PER R3 SET <br />IN CSF 19615 <br />FD 2" IP (INITIAL POINT <br />OF LACASA ESTATES) <br />S12'22'41"E 0.27' FROM <br />IR <br />5/8" IR W/YPC "W.B. <br />WELLS & ASSOC. INC." <br />ON LINE <br />_U) <br />� Z <br />c�O N W N <br />m <br />N IL 04 �t <br />�O <br />it N <br />C> V) <br />o �bV) <br />4, <br />V) Q <br />m <br />5/8" IR <br />0.50 WEST <br />OF LINE <br />h- <br />U) <br />LLJ <br />z <br />W <br />Li <br />a_wA <br />F <br />30.03 i <br />i <br />30.00 =-I <br />aC <br />(NS7'W 101,26 - R2) Z <br />101,20 <br />86.19 <br />(NB5'14'01 "W 221.06 - R3) <br />_S87'09'20"E 221.18 _ <br />ELMIRA R OkD `� �------- - <br />(COUNTY ROAD N0, 131) - <br />c4 <br />-h <br />OD <br />m <br />FD 5/8" IR +� <br />NO CAP, NO RECORD C14 <br />S014'22"W 0,16 < <br />15.02 <br />PARCEL 1 <br />8872 SF <br />LO <br />0 <br />0I <br />n <br />�{ <br />co <br />v <br />o <br />N <br />4 <br />VARIABLE WIDTH PRIVATE <br />0 <br />\ <br />UTILITY EASEMENT OVER <br />PARCEL 1 FOR THE BENEFIT <br />\ <br />OF PARCEL 2 <br />44.00 <br />\ <br />N89'45'38"W 86.10 <br />cs <br />0 <br />PARCEL <br />124-13 SF <br />INITIAL POINT <br />FD 5/8" IR W/YPC (S89'30'00"E - R1) <br />"LS 1103" (S89'30'E 101.1 - R2) <br />S89'3Q'00"E 101.10 <br />L <br />OF!EUGENE PT 25-6 <br />AP 17-04-27-14 TAX LOT 4700 <br />P 51640A, PLOTTER: HP 430, PAPER: RIJB24--36 <br />p <br />PARCEL 1 <br />LPPN 2001®P1475 <br />RECORDED <br />DATE: <br />COUNTY CLERK <br />BY: <br />LANE COUNTY SURVEYORS OFFICE <br />C.S. FILE. NO. <br />FILING DATE <br />KNOW ALL PEOPLE BY THESE PRESENTS THAT BILL ROBERTSON IS THE OWNER OF THE BELOW DESCRIBED <br />PROPERTY, AND HAS CAUSED THE SAME TO BE PLATTED IN ACCORDANCE I11TH O.R.S. CHAPTER 92 AND <br />DOES HEREBY CREATE THE PUBLIC 20.00 FOOT EMERGENCY VEHICLE ACCESS EASEMENT, THE PRIVATE 15.00 <br />FOOT ACCESS AND UTILITY EASEMENT OVER AND ACROSS PARCEL 2 FOR THE BENEFIT OF PARCEL 1, AND <br />THE VARIABLE WIDTH PRIVATE UTILITY EASEMENT OVER AND ACROSS PARCEL 1 FOR THE BENEFIT OF <br />PARCEL 2 AS SHOWN HEREON. <br />BILL ROBERTSON <br />PUBLIC 20.00 ACC L T <br />EMERGENCY I' STATE OF OREGON } <br />VEHICLE EASEMENT x COUNTY OF LANE <br />KNOW ALL PEOPLE BY THESE PRESENTS, ON THIS DAY OF 2025, PERSONALLY <br />APPEARED BEFORE ME, A NOTARY PUBLIC IN AND FOR SAID STATE AND COUNTY, BILL ROBERTSON, WHO DID <br />SAY THAT HE IS THE IDENTICAL PERSON NAMED IN THE FOREGOING INSTRUMENT AND THAT HE EXECUTED <br />SAID INSTRUMENT FREELY AND VOLUNTARILY. <br />NOTARY PUBLIC FOR OREGON COMMISSION EXPIRES <br />(SIGNATURE) (WRITE OUT FULL) <br />N <br />t�CK <br />,� I <br />N N <br />W 0 <br />N N <br />N <br />LU <br />o � - <br />z0 <br />z <br />SET 5/8"00" IRON ROD W/YELLOW CAP <br />STAMPED "PLS 2552" <br />p FOUND IRON ROD AS NOTED <br />A CALCULATED POINT <br />( ) INDICATES RECORD DATA, SEE RECORD NUMBER BELOW <br />RI RECORD INFORMATION PER COUNTY SURVEY FILE #37088 <br />R2 RECORD INFORMATION PER DEED 2024-025540 <br />R3 RECORD INFORMATION PER COUNTY SURVEY FILE #41808 <br />RENEWAL 12-31-27 <br />NOTARY PRINTED NAME <br />COMMISSION NUMBER <br />LANE COUNTY ASSESSOR DATE <br />NARRATIVE <br />THE PURPOSE OF THIS PLAT IS TO SATISFY THE CONDITIONS OF APPROVAL FOR THE CITY OF EUGENE <br />PLANNING FILE NUMBER REFERENCED IN THE BOTTOM CORNER OF THIS PLAT. THE WEST BOUNDARY WAS <br />ESTABLISHED USING THE CASWELL IRON ROD AT THE NW CORNER AND THE SWANSON IRON ROD AT THE <br />SW CORNER. BOTH OF THESE MONUMENTS ARE SHOWN ON THE SWANSON SURVEY CSF 37D88 (R1), WHICH <br />WAS USED AS A BASIS OF BEARING. THE SOUTH BOUNDARY WAS ESTABLISHED USING RECORD BEARING <br />AND DISTANCE. THE NORTH BOUNDARY WAS ESTABLISHED PARALLEL TO CENTERLINE PER R3. THE NE <br />CORNER WAS ESTABLISHED BY BEARING -BEARING INTERSECTION BY INTERSECTING A LINE PARALLEL WITH <br />THE WF_ST BOUNDARY FROM THE SE CORNER WITH R/W. DID NOT FIND A RECORD OF 'THE IRON ROD FOUND <br />AT THE NE CORNER BUT IT FIT RECORD. CENTERLINE WAS ESTABLISHED PER R3, PAGE 5 OF S. THE SIX <br />BRASS CAP REFERENCE MONUMENTS AT ELMIRA RD AND BAXTER RD, STATIONS 28+28.54 AND 28+88.46 <br />WERE FOUND AND THREE REFERENCE MONUMENTS WERE FOUND AT 26+67.40. ALL MONUMENTS FIT <br />RECORD. R3 BEARINGS WERE ROTATED TO MATCH R1 AND R2 BEARINGS. NOTE THAT THE CAPS ARE <br />MISSING FROM THE THREE REFERENCE MONUMENTS ON THE SOUTH SIDE OF ELMIRA RD AT BAXTER RD. <br />THE REMAINING BRASS SHAFTS WERE TIER. <br />1, DAVID J. COLLIER, BEING DULY SWORN, DEPOSE AND SAY THAT I HAVE CORRECTLY SURVEYED <br />AND MARKED WITH PROPER MONUMENTS THE PROPERTY AS SHOWN ON THE PLAT IN ACCORDANCE <br />WITH O.R.S. CHAPTER 92, AND THAT THE INITIAL POINT IS A 5/8" IRON ROD WITH YELLOW PLASTIC <br />CAP STAMPED "PLS 1103" AS SHOWN. <br />BEGINNING AT A 5/3" IRON ROD MARKING THE Pacific Surveying, Inc. <br />NORTHWEST CORNER OF PARCEL 1, LAND PARTITION <br />PLAT NO. 2001-P1475, LANE COUNTY OREGON <br />PLAT RECORDS, THENCE SOUTH $9'30'00" EAST ' <br />101.10 FEET, THENCE NORTH 0'14'22" EAST 208.47 <br />FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF <br />ELMIRA ROAD; THENCE ALONG SAID SOUTHERLY <br />RIGHT OF WAY N87"09'20"W 101.20 FEET; THENCE <br />LEAVING SAID RIGHT OF WAY LINE SOUTH 0'14'22" <br />WEST 212.61 FEET TO THE POINT OF BEGINNING, <br />75506 Blue Mountain School Rd Tel. (541)767-0790 <br />Cottage Grove, Oregon 97424 Cell (541)915-4043 <br />