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Wim"01 110A <br />The purpose of this survey was to set monuments at the corners of that tract of land <br />described in Reel 4409, Page 372, Marion County Deed Records. The basis of bearings for this <br />survey is between found monuments "A" and "B" as shown on Marion County Survey Record <br />34228, said monuments were also held for the centerline of a road as shown on Marion County <br />Survey 4918 being 40 feet in width and the East property line. The North right of way line of <br />Pine Street Northeast and the South line of the subject property was established by holding <br />found monuments "K" and "C" and projecting to the East property line to establish the <br />Southeast property corner. The North line of the subject property was established by holding <br />found monument "J" and a point at the record distance of 436.00' Northerly of the Southeast <br />corner as shown on Marion County Survey Record 6758. The West line of the subject property <br />was established by holding the record distance of 100.00' easterly of found monument "D" on <br />said North right of way as shown in Marion County Survey 6758 and a bearing parallel to the <br />East property line. Monuments were then set at the intersection of said North, South, West and <br />East property lines. <br />EQUIPMENT AND PROCEDURE <br />A LEICA TS12 Electronic Total Station Survey System; <br />CARLSON SURVEY Data Collector with supplemental <br />hand-written field survey notes were used in this survey. <br />150-12"'r*-, 100-06'iT`-� <br />[50'] R6, [ 100.00'] C R1, <br />IR8 R7 <br />50' � � 0) <br />LQ <br />QA <br />to <br />IP [1" IP] R2, R4, DOWN 0.4', O.U., AS SHOWN IN R11 <br />Z <br />O <br />to <br />© <br />(6 <br />co M <br />cocr- <br />co <br />r7 <br />5/8" <br />Q <br />wo <br />u <br />0 <br />O <br />co <br />\ <br />(V <br />W <br />c0 <br />O <br />o <br />O <br />© <br />5/8" <br />O <br />0 <br />O <br />S02'01'29"W OF EAST -WEST LINE [0.14' S40'41'41 "E] R5, <br />II <br />Z <br />N <br />O <br />QH <br />5/8" <br />IR WITH YPC MARKED "ANDREWS RLS 1626", UP 0.2, SET IN R10 <br />o <br />1/2" <br />IR [3/4" IP] R1, DOWN 0.2', 0.25' NO2-01'29"E [0.24' S27 -11'44"W] <br />MCSR <br />V) <br />0 <br />�\ <br />O <br />u <br />Z <br />u <br />Q <br />~ <br />5/8" <br />IR WITH YPC MARKED "BEI LS 1162", 0.11' N00'03'06"W OF R/W, <br />record <br />Y <br />from <br />MCSR <br />29808. <br />R8 <br />Indicates <br />record <br />55' <br />from <br />MCSR <br />22536. <br />0 <br />214.96' <br />[215.00'] C R1 <br />[215.04'1 R10 <br />0' <br />Of U <br />U r--, <br />0 O <br />E-1 co <br />M <br />O rD <br />r7 c0 O <br />:D O O <br />o • <br />o) 0 0 <br />�o Z <br />u <br />[315.04'] C R5 <br />[315.00'] C R1, R3, R6 <br />1 315.10' 1 <br />[N87'55'W 1303.6'1 C R6 <br />[N87'55'00"W] R1, R7, R1 1 <br />© (D N87'58'31 "W 1303.83' <br />100.19'� - <br />[100.00'j R 1, R6 599.72' <br />I [600'] C R6 <br />[700'] C R3, R6 <br />700.01" I <br />© � t <br />PINE ST NE"60' 30' <br />MR 26 S87'58'44"E 1253.68' __T <br />[S87'58'32"E] R2 <br />[N87.55'W 1253.6] C R3, R6 <br />I[N87055'W] R7 <br />0 100 200 <br />SCALE /N FEET <br />1 *"=100' <br />RECEIVED 08/02/2021 BY <br />MARION COUNTY SURVEYOR. <br />APPROVED FOR FILING ON <br />09/14/2021. <br />MCSR 39470 <br />NOTES <br />N <br />rn <br />1' <br />00 <br />[20'] R6 <br />20.01' <br />0 [218.6'] C R6-----. <br />218.76' 1 <br />000.2R06 1118.57' <br />[ �] [ 1 18.6'] R6 <br />20.00' <br />N <br />QA <br />co <br />IP [1" IP] R2, R4, DOWN 0.4', O.U., AS SHOWN IN R11 <br />O <br />O <br />�--, <br />© <br />(6 <br />co M <br />cocr- <br />co <br />r7 <br />5/8" <br />w <br />wo <br />u <br />0 <br />O <br />co <br />0 <br />N <br />IR WITH YPC MARKED "DLT & ASSOC LS 1362", <br />MCSR <br />O <br />o <br />O <br />• <br />© <br />5/8" <br />O <br />o <br />W <br />r <br />S02'01'29"W OF EAST -WEST LINE [0.14' S40'41'41 "E] R5, <br />in MCDR <br />DOWN <br />N <br />O <br />QH <br />5/8" <br />IR WITH YPC MARKED "ANDREWS RLS 1626", UP 0.2, SET IN R10 <br />0 <br />O <br />1/2" <br />IR [3/4" IP] R1, DOWN 0.2', 0.25' NO2-01'29"E [0.24' S27 -11'44"W] <br />MCSR <br />V) <br />01/2 <br />R6 R6 <br />` [ 100'] R3. [ 1 18.6'] R3, ` <br />100.00' "- 118.579 `�; <br />O \218.57' ©- <br />R W:-"7 VARIES 30' [218.6'j C R3, R6 . <br />1. All monuments found erect, flush, in good <br />condition and useable unless otherwise noted. <br />2. MCSR - Marion County Survey Records <br />3. MCDR - Marion County Deed Records <br />4. PG - Page <br />5. R/W - Right-of-way <br />6. O.U. - Origin unknown <br />7. 0 - Set 5/8" X 30" iron rod with a YPC <br />marked "PETERSEN PLS 61408" on June 28, 2021 <br />20.01' <br />[20.01'] R2 <br />MCSR 39470 <br />RECORD OF SURVEY <br />LOCATED IN THE <br />NORTHEAST QUARTER OF SECTION 33 AND <br />NORTHWEST QUARTER OF SECTION 34, <br />TOWNSHIP 6 SOUTH, RANGE 1 WEST, OF THE WILLAMETTE MERIDIAN, <br />MARION COUNTY, OREGON <br />of 0 <br />r= ? <br />iornN � <br />O rn <br />I_ (C; W <br />I_ V___U <br />I <br />w w o L4, <br />rn <br />0 0 <br />00 <br />U) Q <br />m <br />p� 0 <br />Nof <br />oo� <br />O) � <br />W <br />s N <br />N <br />000 <br />0 <br />U) 0 0 0 <br />"� u <br />u <br />i ! <br />%3.89' <br />[4.00'] C R2 34 64' <br />[4.00'] R4 T j <br />"This map does not guarantee that any <br />particular use may be made of the <br />property illustrated hereon. Parties <br />should check with the City or County <br />planning department to verify approved <br />to <br />uses. <br />MONUMENT REFERENCES <br />QA <br />1/2" <br />IP [1" IP] R2, R4, DOWN 0.4', O.U., AS SHOWN IN R11 <br />© <br />5/8" <br />IR WITH YPC MARKED "AZIMUTH SURVEYING", SET IN R2 <br />© <br />3/4" <br />IP [1" IP] R1, R5 [3/4" IP] R2, DOWN 0.4', AS SHOWN IN R11 <br />QD <br />5/8" <br />IR WITH YPC MARKED "DLT & ASSOC LS 1362", DOWN 0.3, O.U. <br />QE <br />5/8" <br />IR WITH YPC MARKED "DLT & ASSOC LS 1362", O.U. <br />0 <br />5/8" <br />IR WITH YPC MARKED "DLT & ASSOC LS 1362", <br />MCSR <br />0.15' <br />S02001'29"W OF EAST -WEST LINE, DOWN 0.4, SET IN R1 <br />© <br />5/8" <br />IR WITH YPC MARKED "DLT & ASSOC LS 1362", <br />from <br />0.15' <br />S02'01'29"W OF EAST -WEST LINE [0.14' S40'41'41 "E] R5, <br />in MCDR <br />DOWN <br />0.4', SET IN R1 <br />QH <br />5/8" <br />IR WITH YPC MARKED "ANDREWS RLS 1626", UP 0.2, SET IN R10 <br />record <br />1/2" <br />IR [3/4" IP] R1, DOWN 0.2', 0.25' NO2-01'29"E [0.24' S27 -11'44"W] <br />MCSR <br />OF EAST -WEST LINE, SET IN R9 <br />01/2 <br />to <br />IP, [0.05' NORTH] R1 [0.16 N85028'07"E] R5, UP 0.2', SET IN R8 <br />QK <br />1/2" <br />IR, [0.06' WEST & 0.04' SOUTH] R1, DOWN 0.4', SET IN R9 <br />© <br />5/8" <br />IR WITH YPC MARKED "BEI LS 1162", 0.11' N00'03'06"W OF R/W, <br />record <br />SET IN R5 <br />SURVEY AND DEED REFERENCES <br />R1 <br />Indicates <br />record <br />information <br />from <br />MCSR <br />31994. <br />R2 <br />Indicates <br />record <br />information <br />from <br />MCSR <br />34228. <br />R3 <br />Indicates <br />record <br />information <br />from <br />MCSR <br />5808. <br />R4 <br />Indicates <br />record <br />information <br />from <br />Partition Plat 90-69, as recorded <br />in MCDR <br />Reel 808, Page 182. <br />R5 <br />Indicates <br />record <br />information <br />from <br />MCSR <br />33948. <br />R6 <br />Indicates <br />record <br />information <br />from <br />MCSR <br />6758. <br />R7 <br />Indicates <br />record <br />information <br />from <br />MCSR <br />29808. <br />R8 <br />Indicates <br />record <br />information <br />from <br />MCSR <br />22536. <br />R9 <br />Indicates <br />record <br />information <br />from <br />MCSR <br />22561. <br />R10 <br />Indicates <br />record <br />information <br />from <br />Partition Plat 2002-086, as <br />recorded <br />in MCDR <br />Reel 2037, Page <br />325. <br />R11 <br />Indicates <br />record <br />information <br />from <br />MCSR <br />4918. <br />D1 <br />Indicates <br />record <br />information <br />from <br />MCDR <br />Reel 4409, Pg 372. <br />