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M.CSR 39666 <br />I N ; Lo [01 10N <br />LOT 1 , BLOCK 7, BATTLECREEK ESTATES NO 3.1 IN THE N.W. 1/4 OF SECTION 23 <br />TOWNSHIP 8 SOUTH, RANGE 3 WEST, WILLAMETTE MERIDIAN <br />CITY OF SALEM, MARION COUNTY, OREGON <br />D1612022 <br />14 1 13 1 12 <br />MONUMENT FLUSH <br />�1 <br />LEGEND <br />W <br />0 <br />N89° 54' 30"E (M)(P1)(S1) DORAL DRIVE <br />237.96'(M) 237.96' *(S1) <br />CD <br />f <br />M p <br />0 Eo O \ <br />0 0 <br />o I M <br />0 <br />0 <br />N890 54' 30"E 53.00' (M) (P1) I <br />Fool [li I iT.i7 <br />O SET MONUMENT AS NOTED ON: 06/16/2022 <br />• FOUND 1/2" IRON PIPE PER (P1) FLUSH UNLESS OTHERWISE NOTED <br />■ FOUND RAILROAD SPIKE PER (S1) FLUSH IN ASPHALT <br />(M) MEASURED <br />* CALCULATED PER RECORD DATA <br />MARION COUNTY RECORDS REFERENCED <br />0 <br />(Si) <br />PLAT OF BATTLECREEK ESTATES NO.3 <br />VOLUME 32, PAGE 29 MARION COUNTY <br />BOOK OF TOWN PLATS <br />MARION COUNTY SURVEY RECORD 29535 <br />N89" b4' 3U"E 91.96'(M)(Pl ) <br />PROFESSIONALREGISTERED <br />LAND SURVEYOR <br />OREGON <br />JUNE 30, 1997 <br />JEFFREY L. DANIELSON <br />2836 <br />RENEWS: 12/31/23 <br />K <br />BENT 1/2" IRON PIPE LIES <br />S520 43' 18"W 0.30' <br />MONUMENT DOWN 0.2' <br />MONUMENT DOWN 0.6' <br />1 Ll W OR a"'.1 I l� <br />SET 1 1/8" DIAMETER <br />COPPER DISK IN CONCRETE <br />INSCRIBED "P.G.E." <br />c <br />o MONUMENT DOWN 0.4' <br />0 1 <br />0 <br />M <br />CD <br />0 REEL 4317 PAG <br />E 340 <br />CD <br />Z I MARION COUNTY RECORDS <br />SET 5/8" X 30" IRON ROD WITH <br />YELLOW PLASTIC CAP <br />INSCRIBED "PORTLAND GENERAL ELEC." <br />N890 54' 30"E 93.00' (M) (P1) <br />10 <br />THE PURPOSE OF THIS SURVEY IS TO REPLACE MONUMENTS DESTOYED BY <br />CONSTRUCTION ACTIVITY AT THE NORTH POINT OF CURVATURE AND THE <br />SOUTHEAST CORNER OF LOT 1, BLOCK 7, BATTLECREEK ESTATES NO.3, CITY OF <br />SALEM, MARION COUNTY, OREGON. <br />THE SOUTHEAST CORNER OF LOT 1 IS SET AT THE INTERSECTION OF RECORD <br />PLAT DISTANCES FROM FOUND, ORIGINAL PLAT MONUMENTS TO THE NORTH <br />AND WEST, ALSO 30.00 FEET FROM THE CENTERLINE OF DORAL ROAD. <br />THE NORTHERLY POINT OF CURVATURE OF LOT 1, IS ESTABLISHED USING <br />RECORD PLAT BEARINGS AND DISTANCES FROM FOUND ORIGINAL PLAT <br />MONUMENTS SHOWN HEREON, POINT ALSO BEING 30.00 FEET FROM <br />CENTERLINE OF DORAL ROAD. <br />THE CENTERLINE OF DORAL ROAD IS ESTABLISHED BY HOLDING FOUND <br />RAILROAD SPIKES SET IN MARION COUNTY SURVEY RECORD 29353, AS SHOWN <br />HEREON. <br />0 <br />0 <br />CN <br />N <br />o � <br />O co <br />N ED <br />0 <br />N890 54' 30"E <br />mm <br />30.00' <br />d _EED <br />M <br />0 <br />0 <br />co <br />it'd j <br />O <br />co o <br />� O � <br />o zo <br />CDo <br />O ap <br />co M <br />V <br />Z o <br />Qo <br />0 <br />W o <br />m� <br />z <br />uI <br />O <br />co <br />m <br />POINT OF CURVE ON <br />LOT 8, BLOCK 7 <br />MONUMENT DOWN 1.5' <br />iK <br />30' 30' <br />1 <br />CENTERLINE -CENTERLINE <br />INTERSECTION OF DORAL <br />DRIVE AND MERIWEATHER STREET <br />F <br />CURVE TABLE <br />CURVE <br />LENGTH <br />RADIUS <br />DELTA <br />CHORD <br />Cl (M) <br />62.83' <br />40.00' <br />90000'00" <br />N45005'30"W 56.57' <br />C1(P1) <br />62.83' * <br />40.00' <br />90000100" * <br />N45005'30"W 56.57' <br />C2(M) <br />109.96' <br />70.00' <br />90000'00" <br />N45005'30"W 98.99' <br />C2(P1) <br />109.96' <br />70.00' <br />90000'00" <br />N45005'30'W 98.99' <br />C2(S1) <br />109.96' * <br />70.00' * <br />90000,001, * <br />N45005'30"W 98.99' <br />Gl[�TaWe <br />20 10 0 20 40 <br />I I I I I <br />SCALE: 1" = 20' <br />MCSR 39666 <br />