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vi (S 83°12'42„ E 249.47)d <br />SPIRAL CHORD <br />0 <br />V <br />cn 4' <br />h <br />e <br />SURVEY NARRATIVE <br />THE PURPOSE OF THIS SURVEY WAS TO LOCATE AND SET MONUMENTS AT THE CORNERS OF <br />THAT TRACT OF LAND AS CONVEYED TO DONOFRIO, LLC THROUGH THAT INSTRUMENT <br />RECORDED ON REEL 4151, PAGE 410 OF MARION COUNTY DEED RECORDS. <br />BASIS OF BEARINGS: <br />THE BASIS OF BEARINGS FOR THIS SURVEY IS PER THE LES LYN OAKS ADDITION TO SALEM, <br />VOLUME 19, PAGE 39, BOOK OF TOWN PLATS (MCSR 15864). <br />BOUNDARY DETERMINATION: <br />MONUMENTS FOUND PER THE LES LYN OAKS ADDITION, DEPOT ADDITION PLAT, MCSR <br />030619, AND ODOT HIGHWAY RIGHT OF WAY MAPS WERE LOCATED IN THE FIELD TO <br />DETERMINE THE BOUNDARY OF THE SUBJECT PROPERTY DESCRIBED IN THE CURRENT <br />DEED. SAID PROPERTY IS NOTED AS BEING LOTS (OR PORTIONS OF LOTS) OF THE DEPOT <br />ADDITION PLAT. THE NORTH, SOUTH, AND WEST LINES OF THE PROPERTY WERE FOUND <br />BY CALCULATING THE CENTERLINES OF THE RESPECTIVE ROADS AND OFFSETTING LINES <br />BETWEEN FOUND MONUMENTS TO ALLOW FOR FULL RIGHT-OF-WAY WIDTHS. <br />MONUMENTS FOUND AT (A) -(H) WERE UTILIZED TO DEFINE THE RIGHT-OF-WAYS OF <br />WALLER STREET SE. HINES STREET SE WAS DEFINED HOLDING THE MONUMENTS AT <br />(I) -(N), AND THE RIGHT-OF-WAYS OF 18TH STREET WERE RESOLVED BY THE CORNERS <br />FOUND AT (E), (K), AND (L). THE EASTERLY LINE OF THE PROPERTY WAS DETERMINED BY <br />MEANS OF LOCATING MONUMENTS SHOWN ON ODOT MCSR 36684 & ODOT MAP No. <br />1A-18-29, AND HOLDING RECORD MEASUREMENTS AS SHOWN THEREON. <br />Q FD 1/2" PIPE <br />DEPOT ADD. <br />p _ .o• <br />W `^ n <br />=N� <br />© FD 5/8" IR <br />MCSR 37411 <br />FD 1-1/8" BC <br />MCSR 36684 <br />REF 2 <br />Q' <br />Ln o ��. <br />0 <br />rn 0 ��x FD 1-1/8" BC <br />(10° C.R.)d o MCSR 36684 <br />(Td 47036')d u, REF 1 <br />(342-250' SP)d � 5g <br />(s 12030')d 53• �2�d <br />FD 1-1/8" BCCD <br />o �s <br />MCSR 36684 M Fss <br />REF 4 <br />FD 1-1/8" BC l t0� F <br />9 <br />MCSR 36684 �`F ' F J <br />REF 3 0' <br />RECORD DISTANCE OF 58.82' <br />PER ODOT APPEARS TO BEA <br />TYPO AS IT WOULD NOT FIT <br />WITH ADDITIONAL RECORD <br />DATA SHOWN ON MCSR 36684 <br />NOTE <br />ALL STATIONING IS PER OSHD 1A-18-29. THESE DISTANCES ARE <br />GRID DISTANCES. <br />fi01 fi01 <br />p�� �0 p�Q° �v <br />(199.09,b <br />= N `O WALLER S 89°18'39' E 617. STREET SE 50' R/W <br />11 <br />49.94' Ln Q 49.12' — 310.81' (310.00`)b <br />0 <br />N= Ln <br />S 89018'39" E 409.90' _ N Lu <br />2 <br />(50.00')b FD 5/8" IR —730. 00 <br />MCSR 37411 @EQ FD 1/2" PIPE HELD <br />DEPOT ADD. HELD <br />203.92' <br />W <br />RADIUS <br />ARC <br />CHORD <br />CHORD <br />DELTA <br />o <br />tp <br />55.00' <br />44.62' <br />43.41' <br />N 6702629" E <br />46029'03" <br />,2 <br />85.00' <br />68.96' <br />67.08' <br />N 6702629" E <br />46029'03" <br />00 <br />co <br />30' 30' <br />OFD 1/2" PIPE (30')b (30')b <br />DEPOT ADD. <br />.o <br />0 00 <br />ill <br />FQ FD 1/2" PIPE <br />DEPOT ADD. <br />NLnIN. �N W <br />109.19'^ — <br />I N Ln <br />30' 1 30' <br />(30')b I (30')b <br />M M HINES STREET SE 60'R/WI (so Io')a v <br />266 07 <br />00 Q o <br />FD 1 " PIPE 25' <br />LES LYN OAKSIQ OW. (25')a <br />LOT 1 vle VO\ 11 I LOT 5 <br />RECEIVED 05/05/2021 BY <br />MARION COUNTY SURVEYOR. <br />APPROVED FOR FILING ON <br />06/22/2021. <br />MCSR 39424 <br />• _ �0 0_ — 95.88' <br />BASIS OF BEARINGS S 89019'00" E 946.45' 41011 <br />0 0 0 o <br />(S 89019'00" E 615.93')a w o w o <br />S 89019'00" E 615.89' z r0 o = rrn o <br />25, <br />(25,)a © FD 1 " PIPE 25' 25' , <br />LES LYN OAKS (25')a (25')a <br />5 <br />LOT 1 by LOT 5 <br />5�y� �2 <br />�� 6\10 © FD 1 " PIPE <br />LES LYN OAKS <br />CURVE TABLE <br />�URVE <br />RADIUS <br />ARC <br />CHORD <br />CHORD <br />DELTA <br />'1 <br />55.00' <br />44.62' <br />43.41' <br />N 6702629" E <br />46029'03" <br />,2 <br />85.00' <br />68.96' <br />67.08' <br />N 6702629" E <br />46029'03" <br />01 <br />0 <br />© FD 1/2" PIPE <br />(50.00')b DEPOT ADD. <br />49.90' (50.00')b <br />_48.19' FD 1/2" PIPE <br />Lrl <br />N = _ DEPOT ADD. O <br />49.83' 48.19N <br />N <br />S 89018'39" E 282.60' <br />(S 86°21'20" E 282.71)e 7 <br />95.88' <br />(95.93')a <br />N 86024'18" W 386.14')e <br />N 89019'00" W 386.02' <br />�O O^ <br />W o0 <br />FD 5/8" IR <br />NO RECORD <br />45 INITIAL POINT <br />L OV LES LYN OAKS <br />OT 1 oG,�3 HELD <br />I <br />REGISTERED <br />PROFESSIONAL <br />LAND S U RVEYO R <br />OREGON ' <br />JUNE 10, 2014 <br />DAVID LEE SCHLOSSER JR. <br />72617 <br />RENEWS: 06/30/2022 <br />o6Q �. <br />� pio <br />41& <br />'P <br />MCSR 39424 <br />RECORD OF SURVEY <br />for <br />COLUMBIA TRUST COMPANY <br />in the <br />SW 1/4 OF SECTION 26 <br />T 7 S, R 3 W, W. M. <br />MARION COUNTY, OREGON <br />MARCH 20, 2021 <br />LEGEND <br />0 .... MONUMENT FOUND AS NOTED, FLUSH UNLESS OTHERWISE NOTED <br />0 ....SET MONUMENT 5/8" X 30" REBAR WITH RED PLASTIC CAP <br />STAMPED "NORTHSTAR SURVEYING" <br />♦ .... COMPUTED POINT, NOTHING FOUND OR SET <br />BC ...... BRASS CAP <br />FD ...... FOUND <br />IR ....... IRON ROD <br />P.S..... POINT OF SPIRAL CURVE <br />P. T. POINT OF TANGENCY <br />P.O.C.... POINT OF CURVATURE <br />P.C.S... POINT OF CURVE TO SPIRAL <br />ADD.... ADDITION <br />MCSR ... MARION COUNTY SURVEY RECORDS <br />ODOT ... OREGON DEPARTMENT OF TRANSPORTATION <br />BOTP ... BOOK OF TOWN PLATS <br />RECORD DATA PER OR CALCULATED FROM: <br />(a) .... LES LYN OAKS (V.19 P.39 BOTP) <br />(b) .... DEPOT ADDITION (V.02 P.54 BOTP) <br />(c) .... ODOT 1A-18-29 (d) ....ODOT MCSR 36684 <br />(e) .... MCSR 030619 <br />0 <br />�0 <br />x`90 <br />.p9 <br />l� F �G X��o �9 <br />e NA <br />Q� <br />ON <br />3� .1�0X01 <br />N1N pools �1� �tk , X��O FD 1-1/8" BC <br />D A6° 6 53`?c� ,gyp •, t` �����1a ,� oMCSR 36684 <br />3 i REF P.S. <br />LA <br />o'cti , <br />Q501_ <br />0 <br />294.06' = M 36.51' <br />FD 1-1/8" BC <br />MCSR 36684 <br />REF P.S. <br />r4 r80 <br />�s �� j �Jq <br />�(,• <br />�a F°°s�Jo,Ja <br />�s�JQ, J4' <br />Q ' <br />O' <br />OFD 3" BC <br />1A-18-29 <br />ON `titi �o• o3 <br />FD 1-1/8" BC <br />MCSR 36684 <br />REF P.S. <br />OR 97330 <br />(:)-r11 iii-yu_-)u rfvc �5�11 iSi-iSi8 <br />www.northstarsurveying.com <br />