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5/8" I.R. WITH YELLOW <br />PLASTIC CAP MARKED <br />"W&H PACIFIC", 6" DEEP <br />ANDERSON, MCSR 35639] <br />146.89' <br />(146.60' <br />BARNES, 17317) <br />RECEIVED 02/11/2021 BY <br />MARION COUNTY SURVEYOR. <br />APPROVED FOR FILING ON <br />03/22/2021. <br />MCSR 39377 <br />3/4" I.P. <br />[ORIGIN UNCLEAR] <br />S69'24'11 "E 1.00' <br />(1.0' E. - SIMMS, 11656) <br />00 <br />W <br />c� <br />Q <br />0)Lo N <br />tO N <br />CD J <br />W <br />W Uj <br />NI <br />iU') <br />D0 <br />N I - <br />Z 0 <br />J <br />W <br />UJ <br />af <br />O <br />z <br />30.00' <br />(30' -BARNES, <br />17317) P <br />r OE <br />LF N201� 2 <br />AZIMUTH SURVEYING <br />2015 Market Street, NE <br />Salem, Oren 97301 <br />Phone (503 364-0026 <br />Project No. 20-085 <br />S69'24'11 "E 80.70' <br />(EASTERLY 80.61' - REEL 4403, PAGE 53) <br />S69'24'11 "E 74.70' <br />(EASTERLY 74.61' - REEL 1229, PAGE 448) <br />POLSON <br />REEL 1229, PAGE 448 <br />S69'59'1 4"E 74.66' <br />(EASTERLY 74.51' - REEL 4403, PAGE 53) <br />(WESTERLY 74.61' - REEL 1229, PAGE 448) <br />BLEVINS <br />REEL 4403, PAGE 53 <br />PARCEL I <br />74.63' <br />(74.61' - FISHER, 8248) <br />(74.61' KIRSCHER, 20186) <br />(EASTERLY 74.61 - REEL 4403, PAGE 53) <br />S70'00'00"E 343.05', BASIS OF BEARINGS <br />(N70'00'W €342.77'1 - SIMMS, 11656) <br />(J343.27'J - HERRICK, 7213) <br />O N <br />u') N <br />(6- <br />(0 J <br />Ld <br />� W <br />oOf <br />� 1 <br />00 <br />C/)CD <br />J <br />W <br />W <br />2 <br />O <br />3/4" I.P., 3" DEEP <br />[SIMMS, 11656 <br />N69'59'14'W 0.45 <br />M <br />UJ <br />Q <br />a <br />r <br />J <br />W <br />D <br />0 <br />U) <br />6.00' <br />(6' - REEL 4403, PAGE 53) <br />X <br />1 <br />X <br />0.7� <br />X <br />f- 1 6' <br />X <br />I <br />X <br />X <br />11-1 <br />to <br />I <br />X <br />X <br />I <br />0 <br />w <br />I <br />X <br />c� <br />I <br />X <br />( ) <br />Q <br />X <br />X <br />[ ] <br />M <br />X <br />O <br />= Iron Pipe <br />I.R. <br />0) It <br />1 /2" I.P. <br />---0.5' <br />00 <br />[SIMMS, 11656] <br />N <br />J <br />M w <br />N69'59'14"W 0.23' <br />W <br />d <br />NI <br />.-.LO <br />LO <br />O <br />0 <br />N M <br />Z.- <br />r <br />W <br />J <br />�_ <br />W <br />W <br />N <br />� <br />0 <br />�-�--I <br />0 <br />F-, <br />z <br />W <br />w <br />Q <br />LO J <br />O W <br />W w <br />. of <br />NI <br />`O 0 <br />ZD L? <br />N In <br />Z to <br />r <br />J <br />Q <br />W <br />O <br />z <br />30.00' <br />(30' -BARNES, <br />17317) P <br />r OE <br />LF N201� 2 <br />AZIMUTH SURVEYING <br />2015 Market Street, NE <br />Salem, Oren 97301 <br />Phone (503 364-0026 <br />Project No. 20-085 <br />S69'24'11 "E 80.70' <br />(EASTERLY 80.61' - REEL 4403, PAGE 53) <br />S69'24'11 "E 74.70' <br />(EASTERLY 74.61' - REEL 1229, PAGE 448) <br />POLSON <br />REEL 1229, PAGE 448 <br />S69'59'1 4"E 74.66' <br />(EASTERLY 74.51' - REEL 4403, PAGE 53) <br />(WESTERLY 74.61' - REEL 1229, PAGE 448) <br />BLEVINS <br />REEL 4403, PAGE 53 <br />PARCEL I <br />74.63' <br />(74.61' - FISHER, 8248) <br />(74.61' KIRSCHER, 20186) <br />(EASTERLY 74.61 - REEL 4403, PAGE 53) <br />S70'00'00"E 343.05', BASIS OF BEARINGS <br />(N70'00'W €342.77'1 - SIMMS, 11656) <br />(J343.27'J - HERRICK, 7213) <br />O N <br />u') N <br />(6- <br />(0 J <br />Ld <br />� W <br />oOf <br />� 1 <br />00 <br />C/)CD <br />J <br />W <br />W <br />2 <br />O <br />3/4" I.P., 3" DEEP <br />[SIMMS, 11656 <br />N69'59'14'W 0.45 <br />M <br />UJ <br />Q <br />a <br />r <br />J <br />W <br />D <br />0 <br />U) <br />6.00' <br />(6' - REEL 4403, PAGE 53) <br />X <br />1 <br />X <br />0.7� <br />X <br />f- 1 6' <br />X <br />I <br />X <br />X <br />» <br />[FISHER, 8248] <br />5/8" I.R. WITH YELLOW <br />PLASTIC CAP MARKED <br />"AZIMUTH SURVEYING <br />[HEPLER, MCSR 38550] <br />I <br />X <br />X <br />I <br />0 <br />X <br />I <br />X <br />I <br />X <br />( ) <br />I <br />X <br />X <br />X <br />[ ] <br />I <br />X <br />E -o <br />LOUX <br />= Iron Pipe <br />I.R. <br />= Iron Rod <br />1. B. <br />---0.5' <br />N <br />0 <br />N <br />J <br />Ch <br />00 <br />N <br />00 <br />Q <br />UJ <br />U) <br />I <br />O <br />LO <br />N <br />M <br />M <br />N <br />M <br />W <br />0 <br />0 <br />N <br />Z <br />M <br />LO <br />W <br />c� <br />a <br />a <br />PO <br />UJ <br />co 0 _ <br />Zna <br />J <br />w <br />aoQ <br />J <br />W <br />W <br />Cif <br />UJ <br />O <br />Q <br />d <br />rn <br />N <br />J <br />W <br />W <br />I <br />O <br />O <br />4 <br />N <br />2 <br />H <br />Qf <br />O <br />z <br />0 <br />O <br />4 <br />N <br />UJ <br />c� <br />O Q <br />O d <br />N <br />O <br />W N <br />0 J <br />.- W <br />W <br />O 1 <br />N <br />Z M^ <br />0 <br />O <br />4 <br />N <br />r. <br />MCSR 39377 <br />BOUNDARY SURVEY <br />FOR <br />DAN BLEVINS <br />IN THE SW 1/4 OF SECTION 23, T. 7 S., R. 3 W., W.M. <br />SALEM, MARION COUNTY, OREGON <br />JANUARY 7, 2021 <br />NARRATIVE <br />This survey was made to identify the location of and monument or <br />remonument the westerly lines of and the corners of the tracts of land <br />described in Reel 4403, Page 53. The descriptions in the referenced deed and <br />its adjoiners are tied to the northerly line of D Street and the easterly line of <br />and Garnet Street and are divided from a common parent tract. The <br />boundaries of these properties were previously surveyed by Fisher in Survey <br />No. 8294, Fryberger in Survey No. 8294, and Simms in Survey No. 11656. <br />Aside from some minor variance in measurement, which is to be expected <br />from surveys of that period, my own measurements indicate that those <br />surveys are compatible with the deed measurements. Consequently, I have <br />held found monuments from my prior survey of adjacent property (see <br />MCSR 38550) and those three prior surveys for lines as shown. I have noted <br />the minor differences where other monuments directly or perpetuated by <br />replacements of Herrick Survey 7213 indicate differences. <br />1 <br />3/4" I.P., 6" DEEP 1 <br />UNDER CONCRETE CURB <br />[FISHER, 8248 1 � X5/8" I.R. WITH YELLOW <br />FIS 02 W 0.48 i PLASTIC CAP MARKED <br />N19\ / "AZIMUTH SURVEYING <br />[HEPLER, MCSR 38550] <br />6.00' <br />(6' - KIRSCHER, <br />20186) 6.00' <br />6.00' - REEL 2945, PAGE 417) <br />6' KIRSCHER, 20186) <br />D STREET (50') <br />LEGEND <br />REGISTERED <br />PROFESSIONAL <br />LAND SURVEYOR <br />OREGON <br />JULY 25, 1990 <br />JAMES S. HEPLER <br />2451 <br />EXPIRES: 6-30-21 <br />• <br />= Found Monument as noted, flush <br />with ground surface and in good <br />condition unless otherwise noted <br />0 <br />= Set 5/8"X30" Iron Rod with Yellow <br />Plastic Cap Marked "AZIMUTH <br />SURVEYING" <br />( ) <br />= Data of Record <br />= Data Computed from one or more <br />Record Sources as noted <br />[ ] <br />= Surveyor, File Number for survey in <br />which monument probably originated <br />I.P. <br />= Iron Pipe <br />I.R. <br />= Iron Rod <br />1. B. <br />= Iron Bar <br />-x - x - = Fence <br />SCALE: 1"= 10' <br />85.53' <br />(85.61' - FRYBERGER, 8294) <br />(85.53' - REEL 2945, PAGE 417) <br />P00 <br />— � 13ER 21 <br />_--- GFtPPPGE PSS <br />NER �3, PL EEP <br />SVS <br />,,I \ p �" -7 7: <br />1300 3 `NERR�GY' <br />