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NARRATIVE <br />THE PURPOSE OF THIS SURVEY WAS TO ESTABLISH AND MONUMENT THE <br />OUTER BOUNDARY OF LOT 6, BLOCK 2 OF "PATTON ADDITION", VOLUME <br />S23, PAGE 40 MARION COUNTY BOOK OF TOWN PLATS. ALL MONUMENTS <br />WERE FOUND EXCEPT THE NORTHWEST CORNER OF SAID LOT 6. <br />THE NORTH LINE OF LOT 6 WAS ESTABLISHED BY HOLDING MONUMENTS 'A', <br />AND MONUMENTS AT THE NORTHEAST CORNER OF LOT 6 AND LOT 3 PER <br />SAID PLAT. THE NORTHWEST CORNER OF LOT 6 WAS ESTABLISHED BY <br />HOLDING THE RECORD PLAT DISTANCE FROM MONUMENT 'B'. THE DISTANCE <br />BETWEEN THIS RESOLVED POSITION AND MONUMENT 'A' MATCHED THE PLAT <br />EXACTLY. <br />THE EAST LINE OF LOT 6 WAS ESTABLISHED BY HOLDING FOUND <br />MONUMENTS AT THE NORTHEAST AND SOUTHEAST CORNERS OF SAID LOT. <br />THE SOUTH LINE OF LOT 6 ALSO BEING THE NORTH RIGHT—OF—WAY LINE <br />OF LAKECREST DRIVE, WAS ESTABLISH BY HOLDING FOUND MONUMENTS AT <br />THE SOUTHEAST AND MOST SOUTHERLY SOUTHWEST CORNERS OF SAID LOT. <br />LAKECREST DRIVE RIGHT—OF—WAY WAS ESTABLISHED BY HOLDING FOUND <br />MONUMENTS ALONG THE WEST SIDE OF SAID RIGHT—OF—WAY AND THE TWO <br />MOST NORTHERLY SOUTHWEST MONUMENTS OF LOT 6. <br />IS OF BEARINGSIHORIZ <br />BASIS OF BEARINGS: STATE PLANE GRID BEARING. <br />'A' <br />RECORD OF SURVEY <br />LOT 6., BLOCK 2. "PATTON ADDITION". <br />LOCATED IN THE NORTHEAST 1/4 <br />WILLAMETTE MERIDIAN, <br />HORIZONTAL DATUM: A LOCAL DATUM PLANE DERIVED FROM STATE PLANE OREGON NORTH 3601 <br />NAD83(2011)EPOCH: 2010.0000 BY MULTIPLYING A PROJECT MEAN GROUND COMBINED SCALE <br />FACTOR OF 1.00015416708812 AT A CENTRAL PROJECT POINT WITH INTERNATIONAL FOOT STATE <br />PLANE GRID COORDINATES N395019.441, E7772281.047 AND A MERIDIAN CONVERGENCE ANGLE OF <br />-1'10'23.5". STATE PLANE COORDINATES WERE DERIVED FROM THE TRIMBLE VRS NOW NETWORK. <br />DISTANCES SHOWN ARE INTERNATIONAL FOOT GROUND VALUES. <br />COORDINATE TABLE <br />COORDINATES LISTED ARE INTERNATIONAL FOOT GRID VALUES <br />STATE PLANE OREGON NORTH 3601 N AD83(201 1 )EPOCH: 2010.0000 <br />LEGEND <br />• SET 5/8" X 30" IRON ROD W/YPC INSCRIBED "AKS ENGR." <br />0 FOUND MONUMENT 3/4" IP PER "PATTON ADDITION" <br />VOLUME S23, PAGE 40, BOTP <br />A FOUND 1 INCH IRON PIPE WITH A 3 1/2 INCH BRASS DISC INCASED IN <br />CONCRETE; INSCRIBED "CORPS OF ENGINEERS US ARMY"; BENT AT BASE <br />OF CONCRETE; PER MCSR 20505 <br />❑ FOUND MONUMENT AS NOTED; HELD UNLESS NOTED OTHERWISE <br />IP IRON PIPE <br />BOTP MARION COUNTY BOOK OF TOWN PLATS <br />MCSR MARION COUNTY SURVEY RECORD <br />CR CALCULATED RECORD <br />W/YPC WITH YELLOW PLASTIC CAP <br />REFERENCES <br />( )1 RECORD INFORMATION PER THE PLAT OF "PATTON ADDITION" <br />RECORDED IN VOLUME S23 PAGE 40 MARION COUNTY BOOK OF TOWN PLATS <br />( )2 RECORD INFORMATION PER PARTITION PLAT N0. 2015-012 <br />( )3 RECORD INFORMATION PER MARION COUNTY SURVEY NUMBER 36659 <br />NOTE <br />ALL MONUMENTS CONSIDERED FLUSH UNLESS NOTED OTHERWISE <br />RECEIVED 12/06/2021 BY <br />MARION COUNTY SURVEYOR. <br />APPROVED FOR FILING ON <br />01/20/2022. <br />MCSR 39548 <br />(S89'27'W 107.32')1 CR <br />N89'18'33"W 107.32' <br />LOT 1 <br />BLOCK 1 <br />wbo <br />M <br />00 Lo <br />OF SECTION 2, TOWNSHIP <br />CITY OF DETROIT, MARION <br />NOVEMBER 2, 2021 <br />SLIGHT BEND EAST <br />UP 0.50' <br />10 SOUTH, RANGE 5 EAST, <br />COUNTY, OREGON <br />(S89'27'W 150.05')1 <br />S8918'33" E 150.05' <br />LOT 6 <br />BLOCK 2 <br />"PATTON ADDTION" <br />AREA: 12,362 SQUARE FEET± <br />Qj <br />DOWN 0.60 <br />N05'2528"W 16.81' <br />(N06'38'W 16.84')1 CR <br />I 30 BEARS S89'03'07"E 0.28' <br />30 DOWN 0.60' <br />N89003'07"W 106.07' <br />(N89'44'E 106.06')1 <br />1 <br />RADIUS <br />MERIDIAN <br />MONUMENTS <br />NORTHING <br />EASTING <br />CONVERGENCE <br />90'06'05" <br />47.18' <br />"0 <br />0 N <br />ANGLE <br />'A <br />395171.549 <br />7771893.991 <br />-110'24.8" <br />'B' <br />395168.632 <br />7772151.346 <br />-1'10'27.3" <br />LEGEND <br />• SET 5/8" X 30" IRON ROD W/YPC INSCRIBED "AKS ENGR." <br />0 FOUND MONUMENT 3/4" IP PER "PATTON ADDITION" <br />VOLUME S23, PAGE 40, BOTP <br />A FOUND 1 INCH IRON PIPE WITH A 3 1/2 INCH BRASS DISC INCASED IN <br />CONCRETE; INSCRIBED "CORPS OF ENGINEERS US ARMY"; BENT AT BASE <br />OF CONCRETE; PER MCSR 20505 <br />❑ FOUND MONUMENT AS NOTED; HELD UNLESS NOTED OTHERWISE <br />IP IRON PIPE <br />BOTP MARION COUNTY BOOK OF TOWN PLATS <br />MCSR MARION COUNTY SURVEY RECORD <br />CR CALCULATED RECORD <br />W/YPC WITH YELLOW PLASTIC CAP <br />REFERENCES <br />( )1 RECORD INFORMATION PER THE PLAT OF "PATTON ADDITION" <br />RECORDED IN VOLUME S23 PAGE 40 MARION COUNTY BOOK OF TOWN PLATS <br />( )2 RECORD INFORMATION PER PARTITION PLAT N0. 2015-012 <br />( )3 RECORD INFORMATION PER MARION COUNTY SURVEY NUMBER 36659 <br />NOTE <br />ALL MONUMENTS CONSIDERED FLUSH UNLESS NOTED OTHERWISE <br />RECEIVED 12/06/2021 BY <br />MARION COUNTY SURVEYOR. <br />APPROVED FOR FILING ON <br />01/20/2022. <br />MCSR 39548 <br />(S89'27'W 107.32')1 CR <br />N89'18'33"W 107.32' <br />LOT 1 <br />BLOCK 1 <br />wbo <br />M <br />00 Lo <br />OF SECTION 2, TOWNSHIP <br />CITY OF DETROIT, MARION <br />NOVEMBER 2, 2021 <br />SLIGHT BEND EAST <br />UP 0.50' <br />10 SOUTH, RANGE 5 EAST, <br />COUNTY, OREGON <br />(S89'27'W 150.05')1 <br />S8918'33" E 150.05' <br />LOT 6 <br />BLOCK 2 <br />"PATTON ADDTION" <br />AREA: 12,362 SQUARE FEET± <br />Qj <br />DOWN 0.60 <br />N05'2528"W 16.81' <br />(N06'38'W 16.84')1 CR <br />I 30 BEARS S89'03'07"E 0.28' <br />30 DOWN 0.60' <br />N89003'07"W 106.07' <br />(N89'44'E 106.06')1 <br />00 o <br />LOT 3 N <br />OR- <br />, --, <br />N <br />0 0 <br />�z <br />00 o <br />LQ a, <br />a <br />rn � <br />LOT 4 o <br />CD <br />� N <br />�z <br />I <br />DOWN 0.60' <br />I <br />1 <br />CURVE TABLE <br />1 <br />RADIUS <br />DELTA <br />a <br />LOT <br />I <br />> <br />moss <br />�o <br />Ln o, <br />30.00' <br />(30.00')1 <br />90'06'05" <br />47.18' <br />"0 <br />0 N <br />1 <br />zo N <br />o <br />W FIRST STREET <br />Ln <br />�z <br />N39'31'30"E 42.39' <br />VI <br />o <br />M <br />Q <br />J I <br />00 o <br />LOT 3 N <br />OR- <br />, --, <br />N <br />0 0 <br />�z <br />00 o <br />LQ a, <br />a <br />rn � <br />LOT 4 o <br />CD <br />� N <br />�z <br />I <br />DOWN 0.60' <br />I <br />1 <br />CURVE TABLE <br />CURVE <br />RADIUS <br />DELTA <br />LENGTH <br />CHORD <br />Cl <br />30.00' <br />(30.00')1 <br />90'06'05" <br />47.18' <br />N50'28'29"W 42.46' <br />C2 <br />30.00' <br />(30.00')1 <br />89'53'56" <br />47.07' <br />N39'31'30"E 42.39' <br />N <br />I <br />I <br />DOWN 1.00' I SCALE: 1 "= 20 FEET <br />1!!!!61%iiii <br />20 0 4 10 20 <br />15 <br />PARCEL 1 <br />PARTITION <br />PLAT NO. <br />2015-12 <br />N <br />cnCcco <br />co <br />00 <br />3 C6 <br />c� <br />� w o <br />p CV <br />pyo <br />cnC/) <br />11-1 <br />DOWN 0.80' <br />(S89'27'W 270.0')1 CR <br />N89'18'33"W .270.32' <br />LOT 4 <br />PREPARED FOR <br />AMME STANDRING <br />15654 SW 81ST AVENUE <br />11GARD, OR 97224 <br />MCSR 39548 <br />5/8" IR W/YPC INSCRIBED <br />"ANDREWS RLS 1626"; <br />HELD FOR NORTHEAST <br />CORNER OF LOT 2, BLOCK 2 <br />OF "PATTON ADDITION"; <br />PER MCSR 36659 <br />LOT 3 <br />BLOCK 2 <br />(N89'27'00"E 89.99')3 <br />(S89'27'W 90.0')1 <br />N89'18'33"W 90.02' <br />LOT 2 <br />REGISTERED <br />PROFESSIONAL <br />LAND SURVEYOR <br />JANUARY 11, 2005 <br />ROBERT D. RETTIG <br />60124LS <br />RENEWS: 12/31/22 <br />