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PROPERTY LINE ADJUSTMENT SURVEY � 3/4" I.P. DOWN 6" <br />i [BARNES, 13019] <br />FOR <br />FRUITLAND COMMUNITY CHURCH <br />IN LOT 36 OF CAPITAL CITY FRUIT FARM, S01-082 � <br />IN THE SE 1/4 of SECTION 21, T. 7 S., R. 2 W., W.M. <br />MARION COUNTY, OREGON <br />JUNE 8, 2017 <br />BRIAN N. SATER AND URMILA BARUAH-SATER <br />REEL 3430 PAGE 328 <br />LEGEND <br />• <br />= Found Monument as noted, flush <br />00 <br />with ground surface and in good <br />N <br />condition unless otherwise noted <br />O <br />= Set 5/8"X30" Iron Rod with Yellow <br />�w <br />Plastic Cap Marked "AZIMUTH <br />N � <br />O <br />SURVEYING" <br />( ) <br />= Data of Record <br />€ <br />= Data Computed from one or more <br />AREA <br />M � <br />Record Sources as noted <br />[ ] <br />= Surveyor, File Number for survey in <br />0 I <br />which monument probably originated <br />I.P. <br />= Iron Pipe <br />I.R. <br />= Iron Rod <br />I.B. <br />= Iron Bar <br />SCALE : 1 " = 40' <br />1/2" I.P. <br />[UNKNOWN, S01-082] <br />f <br />l:o <br />u� <br />.� <br />IN <br />RECEIVED 06/26/2017 BY <br />MARION COUNTY SURVEYOR. <br />APPROVED FOR FILING ON <br />07/14/2021. <br />MCSR 38723 <br />JOHN PAUL CLEVELAND <br />REEL 2572 PAGE 423 <br />5/8" I.R. BENT, FLUSH <br />SHOT DOWN 12" <br />[BARKER, 31352] <br />S89.22'48"W 0.14' rn <br />N89058'1 4"E 330.39' <br />(5.00 CHAINS €330.00'i – UNKNOWN, S01-082) <br />AZIMUTH SURVEYING <br />2015 Market Street, NE <br />Salem, Ore on 97301 <br />Phone (50S) 364-0026 <br />Project No. 16-035 <br />g <br />09 <br />N <br />Of <br />m <br />o -U) <br />rn00 <br />N <br />rn <br />N <br />w <br />04 <br />0 <br />GAYLE R.L. SU TTLE <br />REEL 3884 PAGE 304 <br />1/2" I.R. BENT, FLUSH S89.56'14"W 301.08' I.R TO I.R 1/2" I.R. WITH YPC MARKED <br />SHOT DOWN 8" BASIS OF BEARINGS "LANDMARKERS LS 1831" <br />[MONTGOMERY, 29873] S89056'1 4"W 300.74' [MONTGOMERY, 29873] <br />S89.56'14"W 0.66' (S89 -56'14"W 301.07' - MONTGOMERY, 29873) S89.56'14"W 0.32' <br />in <br />N89'56'14"E 150.70' T S89.56'14"W 150.03' <br />O <br />06 <br />00 <br />0 <br />0 <br />u7 <br />J� <br />1/2" I.R. BENT DOWN 8" N89056'04"E 150.03' <br />SHOT DOWN 16" 00 <br />[MONTGOMERY, 29873] N89'58'33"E 300.54' o6 <br />S89 58 33 W 1.09 (S89 -56'14"W 301.07 MONTGOMERY, 29873) N on <br />----------—————— — — ——— —— — —— -A <br />�N89•58,33„E 310.54, 1/2” I.R. DOWN 4" <br />(1309.96'1 - VOLUME 662 PAGE 650) IN FENCE <br />C)^ ADJUSTED TRACT 1 [MONTGOMERY, 29873] <br />W 2.06 ACRES S89'58'33"W 0.42' <br />L,, 1.78 ACRES LESS ROAD <br />0 <br />EXISTING PROPERTY LINE <br />O N <br />O <br />ow <br />3J <br />O <br />N_ > <br />t\ � <br />O <br />z Q' <br />Qi <br />LO <br />Li <br />rn <br />ADJUSTED TRACT 2 <br />0.65 Acres <br />r-20.00' <br />00 <br />/ <br />1 <br />N <br />I <br />(0 <br />00 <br />N <br />�w <br />N � <br />O <br />rn <br />3 <br />M <br />NZ <br />OF ADJUSTMENT <br />AREA <br />M � <br />G� <br />0.85 ACRES J� <br />• <br />xx <br />0 I <br />�O <br />O <br />Lo <br />O <br />LOc� <br />00 <br />w <br />04 <br />cj �o <br />O <br />06 <br />00 <br />0 <br />0 <br />u7 <br />J� <br />1/2" I.R. BENT DOWN 8" N89056'04"E 150.03' <br />SHOT DOWN 16" 00 <br />[MONTGOMERY, 29873] N89'58'33"E 300.54' o6 <br />S89 58 33 W 1.09 (S89 -56'14"W 301.07 MONTGOMERY, 29873) N on <br />----------—————— — — ——— —— — —— -A <br />�N89•58,33„E 310.54, 1/2” I.R. DOWN 4" <br />(1309.96'1 - VOLUME 662 PAGE 650) IN FENCE <br />C)^ ADJUSTED TRACT 1 [MONTGOMERY, 29873] <br />W 2.06 ACRES S89'58'33"W 0.42' <br />L,, 1.78 ACRES LESS ROAD <br />0 <br />EXISTING PROPERTY LINE <br />O N <br />O <br />ow <br />3J <br />O <br />N_ > <br />t\ � <br />O <br />z Q' <br />Qi <br />LO <br />Li <br />rn <br />ADJUSTED TRACT 2 <br />0.65 Acres <br />SALEM FRUITLAND CHURCH OF <br />THE EVANGELICAL CHURCH OF <br />NORTH AMERICA <br />VOLUME 662 PAGE 650 <br />S89.58'14"W 310.42' <br />FRUITLAND ROAD <br />MARKET ROAD 64 (60') <br />N89.58'14"E 330.39' <br />(5.00 CHAINS 1330.00'1 - UNKNOWN, S01-082) <br />• 3/8" I.R <br />� [UNKNOV <br />tD <br />U <br />W <br />Z <br />W <br />1 <br />Q <br />cD <br />1 <br />r-20.00' <br />I <br />/ <br />1 <br />I <br />(0 <br />00 <br />N <br />00 <br />o <br />rn <br />\ <br />M <br />o <br />o <br />0 <br />I > <br />• <br />O <br />N <br />of <br />UJ <br />o <br />00n <br />)- <br />Lo <br />O <br />LOc� <br />00 <br />w <br />Ln ~ <br />� <br />N M <br />0 <br />0 <br />0 <br />3.,0I <br />SALEM FRUITLAND CHURCH OF <br />THE EVANGELICAL CHURCH OF <br />NORTH AMERICA <br />VOLUME 662 PAGE 650 <br />S89.58'14"W 310.42' <br />FRUITLAND ROAD <br />MARKET ROAD 64 (60') <br />N89.58'14"E 330.39' <br />(5.00 CHAINS 1330.00'1 - UNKNOWN, S01-082) <br />• 3/8" I.R <br />� [UNKNOV <br />tD <br />U <br />W <br />Z <br />W <br />1 <br />Q <br />cD <br />1 <br />-v� <br />rn <br />Qi <br />LO <br />MCSR 38723 <br />. D 0 WN 4" <br />VN] <br />NOTE: <br />1) PROPERTY LINE ADJUSTMENT DEED <br />RECORDED IN REEL 3969, PAGE 464. <br />NARRATIVE <br />The survey was made to monument an <br />adjustment of the property line between <br />the lands described in Reel 3691, Page <br />20 and in Volume 662, Page 650, as <br />approved in Property Line Adjustment <br />Case No. 16-017. These properties are <br />located in Lot 36 of Capital City Fruit <br />Farm (Volume 1, Page 82, Book of <br />Town Plats). These lands are bounded <br />on the west, south, and southerly part <br />of the east line by the lines of Lot 36. <br />The north and northerly east lines are <br />the result of a partitioning Survey by Richard <br />Montgomery, Survey No. 29873. The <br />locations of the boundaries of Lot 36 <br />where identified as follows: <br />A 3/4" iron pipe that was correctly set <br />on the west line of Lot 36 by Ralph <br />Barnes in Survey 13019 and the <br />prorated position between the southeast <br />corner of Lot 36 and the monument <br />referencing the southwest corner of Lot <br />37 were held for the west line. <br />The 3" Brass Disk at the intersection of <br />is thought to have been set at the <br />position of an iron pipe that was set <br />next to the stone that marked the actual <br />corner. The iron pipe was located to the <br />west of a stone. The survey <br />measurements of Survey No 9358 and <br />Survey No. 10904 support this <br />position. The prorated location of the <br />southwest corner and the former <br />position of the stone were held for the <br />south line. For the east line of Lot 36, <br />the former location of the stone and an <br />iron bar on the centerline of 63rd <br />Avenue were held. <br />The internal boundary lines were <br />located by holding the monuments set <br />by Richard Montgomery in Survey <br />29873 for lines and intersecting with the <br />West line of Lot 36 and the west line of <br />63rd Avenue. <br />Monuments were set for the adjusted <br />lines as shown. The adjusted tracts and <br />associated easements were described <br />based on this survey. <br />REGISIEM <br />PROFESSIONAL <br />LAND SURVEYOR <br />qeus� A 7Jyo� <br />OREGM <br />JULY 25, 1990 <br />JAMES S. HEPLER <br />2451 <br />EXPIRES: 6-30-23 <br />1 N89.58'14"E 658.68' OR 9.98 CHAINS <br />(9.968 CHAINS - BATES, 9358) <br />\ (EAST 659.16' - GRAHAM, 2590) <br />I MARION COUNTY 3" BRASS DISK <br />MARION COUNTY 3" BRASS DISK MARKED "T7S R2W <br />I MARKED "7S R2W MR 64 747 CR S21 S22 <br />+ <br />746 CR +", IN MONUMENT SEC COR <br />BOX, DOWN 8" IN MONUMENT <br />S89'58'14"W 0.40' BOX, DOWN 8" <br />[GRAHAM, 2950] [GRAHAM, 2950] <br />r-20.00' <br />I <br />/ <br />1 <br />I <br />(0 <br />00 <br />N <br />00 <br />O <br />rn <br />M <br />N <br />o <br />0 <br />I > <br />• <br />O <br />N <br />of <br />UJ <br />o <br />00n <br />)- <br />Lo <br />O <br />LOc� <br />00 <br />w <br />Ln ~ <br />� <br />N M <br />0 <br />0 <br />0 <br />3.,0I <br />3::2 <br />o <br />O <br />oz <br />00 <br />Ift <br />0 I <br />Lo <br />0 <br />z <br />o I <br />o <br />06 <br />Or, <br />z <br />z Ln <br />O <br />� <br />I � <br />0 <br />I <br />I <br />I <br />1 <br />30 00' <br />-v� <br />rn <br />Qi <br />LO <br />MCSR 38723 <br />. D 0 WN 4" <br />VN] <br />NOTE: <br />1) PROPERTY LINE ADJUSTMENT DEED <br />RECORDED IN REEL 3969, PAGE 464. <br />NARRATIVE <br />The survey was made to monument an <br />adjustment of the property line between <br />the lands described in Reel 3691, Page <br />20 and in Volume 662, Page 650, as <br />approved in Property Line Adjustment <br />Case No. 16-017. These properties are <br />located in Lot 36 of Capital City Fruit <br />Farm (Volume 1, Page 82, Book of <br />Town Plats). These lands are bounded <br />on the west, south, and southerly part <br />of the east line by the lines of Lot 36. <br />The north and northerly east lines are <br />the result of a partitioning Survey by Richard <br />Montgomery, Survey No. 29873. The <br />locations of the boundaries of Lot 36 <br />where identified as follows: <br />A 3/4" iron pipe that was correctly set <br />on the west line of Lot 36 by Ralph <br />Barnes in Survey 13019 and the <br />prorated position between the southeast <br />corner of Lot 36 and the monument <br />referencing the southwest corner of Lot <br />37 were held for the west line. <br />The 3" Brass Disk at the intersection of <br />is thought to have been set at the <br />position of an iron pipe that was set <br />next to the stone that marked the actual <br />corner. The iron pipe was located to the <br />west of a stone. The survey <br />measurements of Survey No 9358 and <br />Survey No. 10904 support this <br />position. The prorated location of the <br />southwest corner and the former <br />position of the stone were held for the <br />south line. For the east line of Lot 36, <br />the former location of the stone and an <br />iron bar on the centerline of 63rd <br />Avenue were held. <br />The internal boundary lines were <br />located by holding the monuments set <br />by Richard Montgomery in Survey <br />29873 for lines and intersecting with the <br />West line of Lot 36 and the west line of <br />63rd Avenue. <br />Monuments were set for the adjusted <br />lines as shown. The adjusted tracts and <br />associated easements were described <br />based on this survey. <br />REGISIEM <br />PROFESSIONAL <br />LAND SURVEYOR <br />qeus� A 7Jyo� <br />OREGM <br />JULY 25, 1990 <br />JAMES S. HEPLER <br />2451 <br />EXPIRES: 6-30-23 <br />1 N89.58'14"E 658.68' OR 9.98 CHAINS <br />(9.968 CHAINS - BATES, 9358) <br />\ (EAST 659.16' - GRAHAM, 2590) <br />I MARION COUNTY 3" BRASS DISK <br />MARION COUNTY 3" BRASS DISK MARKED "T7S R2W <br />I MARKED "7S R2W MR 64 747 CR S21 S22 <br />+ <br />746 CR +", IN MONUMENT SEC COR <br />BOX, DOWN 8" IN MONUMENT <br />S89'58'14"W 0.40' BOX, DOWN 8" <br />[GRAHAM, 2950] [GRAHAM, 2950] <br />r-20.00' <br />/ <br />1 <br />I <br />(0 <br />00 <br />N <br />rn <br />O <br />> <br />of <br />w <br />o0) <br />o <br />M <br />U7 0 I <br />• <br />V_ M <br />O <br />I <br />Ln <br />-v� <br />rn <br />Qi <br />LO <br />MCSR 38723 <br />. D 0 WN 4" <br />VN] <br />NOTE: <br />1) PROPERTY LINE ADJUSTMENT DEED <br />RECORDED IN REEL 3969, PAGE 464. <br />NARRATIVE <br />The survey was made to monument an <br />adjustment of the property line between <br />the lands described in Reel 3691, Page <br />20 and in Volume 662, Page 650, as <br />approved in Property Line Adjustment <br />Case No. 16-017. These properties are <br />located in Lot 36 of Capital City Fruit <br />Farm (Volume 1, Page 82, Book of <br />Town Plats). These lands are bounded <br />on the west, south, and southerly part <br />of the east line by the lines of Lot 36. <br />The north and northerly east lines are <br />the result of a partitioning Survey by Richard <br />Montgomery, Survey No. 29873. The <br />locations of the boundaries of Lot 36 <br />where identified as follows: <br />A 3/4" iron pipe that was correctly set <br />on the west line of Lot 36 by Ralph <br />Barnes in Survey 13019 and the <br />prorated position between the southeast <br />corner of Lot 36 and the monument <br />referencing the southwest corner of Lot <br />37 were held for the west line. <br />The 3" Brass Disk at the intersection of <br />is thought to have been set at the <br />position of an iron pipe that was set <br />next to the stone that marked the actual <br />corner. The iron pipe was located to the <br />west of a stone. The survey <br />measurements of Survey No 9358 and <br />Survey No. 10904 support this <br />position. The prorated location of the <br />southwest corner and the former <br />position of the stone were held for the <br />south line. For the east line of Lot 36, <br />the former location of the stone and an <br />iron bar on the centerline of 63rd <br />Avenue were held. <br />The internal boundary lines were <br />located by holding the monuments set <br />by Richard Montgomery in Survey <br />29873 for lines and intersecting with the <br />West line of Lot 36 and the west line of <br />63rd Avenue. <br />Monuments were set for the adjusted <br />lines as shown. The adjusted tracts and <br />associated easements were described <br />based on this survey. <br />REGISIEM <br />PROFESSIONAL <br />LAND SURVEYOR <br />qeus� A 7Jyo� <br />OREGM <br />JULY 25, 1990 <br />JAMES S. HEPLER <br />2451 <br />EXPIRES: 6-30-23 <br />1 N89.58'14"E 658.68' OR 9.98 CHAINS <br />(9.968 CHAINS - BATES, 9358) <br />\ (EAST 659.16' - GRAHAM, 2590) <br />I MARION COUNTY 3" BRASS DISK <br />MARION COUNTY 3" BRASS DISK MARKED "T7S R2W <br />I MARKED "7S R2W MR 64 747 CR S21 S22 <br />+ <br />746 CR +", IN MONUMENT SEC COR <br />BOX, DOWN 8" IN MONUMENT <br />S89'58'14"W 0.40' BOX, DOWN 8" <br />[GRAHAM, 2950] [GRAHAM, 2950] <br />