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E <br />KEMPER & ASSOCIATES <br />INC. <br />ASBUILT PLAN OF <br />LAND SURVEYING *ENGINEERING <br />FOUNDN1/2" IRON PIPE <br />R_ES1DLNCL <br />MARKED RLS 9235 <br />721 OLD HIGHWAY 8 N.W. <br />� <br />NEW BRIGHTON, MINNESOTA 5511251 <br />1 /� <br />14, COFFEE' S ADDITION <br />TO SHADYWOOD <br />C5 <br />FAX5651-631038805 <br />O S 1 3 AND <br />0 <br />0 <br />CITY <br />OF ORONO, HENNEPIN COUNTY, <br />MINNESOTA <br />N <br />00 <br />0 <br />0 <br />0 <br />ADJACiiNT RIJSIDENCE <br />o <br />z <br />1705 CONCORDIA STR ET <br />0 <br />0 <br />z <br />o <br />U <br />Oi <br />N <br />I <br />rn <br />NOTE: THE DRAINAGE SWALE IS 1705 CONCORDIA STREET <br />O <br />SUFFICIENTLY SIZED TO HANDLE PID # 17-117-23 22 0021 <br />PP <br />at <br />THE 100 -YEAR STORM (5.9" IN <br />24 HOURS) FOR THE DRAINAGE <br />IIII <br />II <br />AREA SERVED <br />MH <br />1\43 <br />RIM 935.52 <br />6" DEEP DRAINAGE SWALE <br />INV 924.95 <br />FOUND 3/4" <br />�� <br />FILLED WITH 2"-4" ROUNDED SHED o <br />II IRON PIPE �/ <br />EXISTING & PROPOSED ELEV, 9314 CENTERLINE <br />SHED <br />ROCK WITH FABRIC BASE / <br />SHED <br />262.3 (R) n <br />84.00 TO <br />SET SURVEY MONUMENT <br />MARKED "KEMPER 18407" <br />0 10 20 <br />IIII <br />OF SWALE <br />m C -i rn o <br />S 89.24'41" E 267.39\N o <br />CENTERLINE OF EASEMENT <br />(PER DOC No. 867984) <br />EXISTING <br />& PROPOSED ELEV. 938.6 <br />1 INCH EQUALS 20 FEET <br />II <br />15.81 - - - <br />-_ _ _ <br />- - <br />_ <br />BASIS FOR BEARINGS: <br />IIII <br />z <br />_ _ _ _ _ 51• _ _ _ - _ - _ - <br />- <br />i \ -R <br />OBSERVATION ONOMIC BY SOLAR <br />w <br />SWALE CONTINUES TO LANDSCAPING <br />BED NEAR LAKE. SWALE FILLED <br />_ - - o S E <br />\ <br />1/ <br />z IIII <br />Y <br />z <br />g <br />WITH 4" OF W00 MULCH <br />75.°0 <br />10 SID E CK E <br />- _ <br />I <br />9 \ <br />- <br />BASIS FOR ELEVATION: <br />SANITARY SEWER MANHOLE <br />1110 FEET NORTH OF THE <br />mPOST <br />VER NG 26' <br />rn <br />Z ' <br />NTERSECTION OF AL ROADIA <br />ISTREET AND <br />O i III <br />W/ ELEC. OUTLET <br />o <br />Q <br />\ <br />v <br />\� Y ' <br />/ U932.50 <br />n <br />INVERT (NORTH)ELEVATION <br />CITY OF <br />I <br />IIII <br />N Zui <br />of <br />` � <br />/ Ir ' <br />v <br />ORONO). PER <br />W II <br />O1 rn <br />LAKE o <br />� <br />Z o <br />, z <br />1 <br />A <br />STRRECE \\- \\ <br />�' I <br />APPROXIMATE DRAINAGE AREA z N <br />FOR PROPOSED SWALE w °i i <br />0 s <br />O �' <br />� o <br />CONTOUR INTERVAL = 1 FOOT <br />IIII <br />a <br />W <br />AGE FLOOR ➢ <br />NOTE: NORTH DRAINAGE AREA= w z o <br />I <br />AREA SUMMARY <br />7 00 m <br />I.- w <br />- _ ESV 93626 <br />P <br />3,900 SQ. FT. (CONSISTING OF o _j z <br />IIII <br />�, <br />1 <br />w = <br />a o <br />0 <br />TERRACE <br />936.0 <br />1,402 SQ. FT. OF HARDCOVER ° Y o <br />AND 2,498 SQ. FT. OF ¢ ¢ <br />PERMEABLE SURFACE) I m W I <br />I a <br />LOT 14 TO LAKE = <br />LOT 13 TO LAKE = <br />20,236 SQUARE FEET OR 0.4666 ACRES <br />20,179 SQUARE FEET OR 0.4632 ACRES <br />�� <br />ELEV• <br />IIII <br />V <br />0 o� <br />8.85 <br />OVERHANG ^,o 0 <br />�w <br />107.60 I <br />r W <br />TOTAL LOT AREA = <br />40,415 SQUARE FEET OR 0.9298 ACRES <br />ORDINARY HIGH WATER (OHW) 929.4 I <br />E- <br />P D # 17-11 -23 22 0020 <br />�• 0 26.25 <br />22.35 P _ <br />Q o <br />J <br />I <br />Lu <br />I O <br />100 YEAR FLOOD ELEVATION 931.5 9/14/51 II <br />z <br />w <br />K / <br />L PAIR WAL w <br />LAKE WATER ELEVATION I <br />INFORMATION PER MINNEHAHA <br />Z �+ <br />PARC AREA <br />ES _, v / <br />o <br />N w� <br />\ <br />I..L <br />N <br />W WATERSHED 952-471-0590 II <br />m V <br />w <br />20,326 SQUARE FEET <br />OR 0.¢666 ACRES <br />1.80 , OVERHANG <br />1725 CONCORDIA ST. "I <br />/ / <br />ER DR�VeKAY <br />il"_ <br />FOUND11 <br />FOUND <br />U OUND <br />75.00 <br />7.51 x•91 2 STORY FRAME RESIDENCE o / 3� <br />3.25 <br />t <br />3/4" <br />wo <br />IIII <br />3/4- <br />/ / <br />f IRON PIP <br />1 BUILDING FOOTPRINT N / <br />-.1 AREA = 3,606 SQ. FT. Q <br />101.00 TO CENTERLINE <br />OF EASEMENT PER DOCS. No. 867985 & 67984 <br />IRON PIPE <br />r <br />wr <br />o / <br />r R-YLEL <br />937.66 0 <br />�. <br />DOCK <br />26.39 <br />z ELEV- <br />VEL 3.25 <br />mrn <br />z <br />MAN <br />836.34 <br />/ <br />��/ <br />L.L <br />w <br />J <br />Y o <br />I U¢ <br />ELEV � <br />' <br />O <br />IIII) <br />p <br />m 3 <br />ww <br />`m 91 <br />6.45 / / <br />I f <br />UCL <br />1 <br />J <br />IIII <br />w <br />�=o� <br />6 <br />40\ N r <br />FRONT OF <br />1725 CONCORDIA ST. <br />00) <br />N N OVERHANG <br />I ' <br />Z <br />L1 <br />III <br />M <br />r w o� <br />9.72 / <br />I <br />0 <br />Q LAKE ELEVATION <br />o co <br />a PID # 17-117-23 22 001 <br />CID <br />9.78 to / <br />- J / } to <br />o <br />I <br />v <br />928.27 (8-21-00) III <br />O 20R179LSQU RE FEET <br />I <br />�01 <br />1 j/ <br />I z I <br />o <br />m <br />m <br />II <br />y OR 0.4632 ACRES <br />1p70rn <br />m / <br />OVERHANGR ACE o ,U <br />m <br />MH <br />- RIM 943 <br />90 <br />I <br />II 1V' <br />m N <br />2 <br />75.00 ^ <br />_ <br />N / <br />03I <br />04O 933 <br />55 <br />NINV <br />0 Y <br />�_ <br />II <br />IIII <br />0ow <br />/ / <br />/ <br />m I <br />0 <br />0PP <br />� / <br />M <br />b I <br />Lu) <br />9.5' SIDE SETBACK LINEES <br />I <br />12.7 <br />258.65 - - -(PER ROLUTION #3788 <br />WROUG T IR.111 <br />- - - - - - - -- - - - - <br />-- <br />PIP <br />II <br />J <br />WOOD FENCE <br />I / I I <br />PP FENCE <br />1 ^ <br />&29 <br />IIII <br />I .. <br />RETAI LNG WALLm <br />I �11 - W W <br />N 89.32'42" W 271.39 <br />N <br />REAR OF 1725 CONCORDIA ST. <br />II <br />FOUND 1/2" <br />o <br />°0 <br />0 <br />0 <br />260.0 (R} RIM 932.60 118.00 TO CENTERLINE OF EASEMENT ° <br />(PER DOC. NUMBER 867985)MARKED <br />SET SURVEY MONUMENT <br />III <br />U IRON PIPE <br />~ RLS 12287 <br />z ( } <br />INV 922.03 <br />ADJACENT RESIDENCE <br />'� <br />1755 CONCORDIA STREET <br />`o <br />EXISTING &EPROPOSED ELEV. 945.1 <br />o EXISTING &PROPOSED ELEV <br />932.3 <br />1755 CONCORDIA STREET PID # 17-117-23 22 0018 <br />ADJACENT <br />GARAGE <br />� <br />CIO <br />�O <br />NOTE: <br />FOUND 1/2" IRON <br />PIPE <br />CERTIFICATION <br />N <br />Q, <br />S 57'44'00" E 2.85 <br />CORNER DETERMINED TO <br />I HEREBY CERTIFY THAT THIS PLAN, <br />NOT BE VALID. <br />SPECIFICATION OR REPORT WAS <br />PREPARED BY ME OR UNDER MY <br />DIRECT SUPERVISION AND THAT I AM <br />A DULY LICENSED PROFESSIONAL <br />LEGEND <br />ZONING REQUIREMENTS <br />ENGINEER MINNSo A. LAWS OF THE <br />LP 0 LAMP POST <br />� <br />5a� <br />ZONED: LRI-C LAKE SHORE RESIDENTIAL <br />� <br />PPPOWER POLE <br />BUILDING SETBACKS: <br />of <br />d <br />` <br />MH O MANHOLE <br />- <br />FRONT - 30 FEET <br />10 FEET <br />w <br />ALFRED , B. KEMPER PE 92,96 <br />,,,,,,������������ <br />DATED THIS AY OF 2003 <br />- <br />e <br />r- <br />SIDE - <br />GM ❑ GAS METER <br />FR] <br />r• � <br />' <br />� - ' ` _ � <br />LAKE (OHW=929.4)' - 75 FEET <br />EM ❑ ELECTRIC METER <br />.' <br />MAXIMUM HEIGHT - 30 FEET <br />00 <br />LOWEST FLOOR ELEV. NO LESS THAN 932.5 <br />AC FES]AIRCONDITIONING UNIT <br />V+- <br />1 2 <br />MINIMUM LOT SIZE - / ACRE <br />CERTIFICATION <br />FOUND <br />I HEREBY CERTIFY THAT THIS PLAN <br />-E- OVERHEAD UTILITY LINES <br />y, <br />100 <br />MINIMUM LOT WIDTH - FEET <br />1/2" IRON PIPE <br />SPECIFICATION OR REPORT WAS <br />MARKED RLS 12755 <br />PREPARED BY ME OR UNDER MY <br />ROCK -LINED SWALE AT NORTH <br />R CK- NED SW LE ON NORTH <br />S DE Of HOUSE OOKING EAST <br />MULCH -LINED SWALE CONTINUES MULCH -LINED SWALE ENDS AT <br />ALONG NORTH PROPERTY LINE LANDSCAPING BED NEAR LAKE <br />LOT COVERAGE - SHALL NOT EXCEED 15% <br />OF LOT AREA <br />DIRECT SUPERVISION AND THAT AM <br />A DULY LICENSED PROFESSIONAL <br />END OF DRIVEWAY LOOKING WEST <br />LAND SURVEYOR UNDER THE LAWS <br />SETBACK INFORMATION <br />PREPARED FOR: <br />OF THE STATE OF MI NESOTA. /J <br />PER CITY OF ORONO <br />PLANNING DEPT. <br />MARK LARSON' <br />----'' <br />CONTACT PERSON: BATTENBERG <br />KYLE HUNT &PARTNERS, INC. <br />18324 MINNETON BOULEVARD <br />CERTIFICATE F <br />���Y <br />600 <br />PHONE: 952-249-4600 <br />DEEPHAVEN> MINNESOTA 55391 <br />E <br />952-476-5999 <br />MAR D. KEMPER PL <br />CELL 612-369-6135 <br />DATED THIS /� DAY OF 2003 <br />02312 (02312R3.DWG) ADDED DRAINAGE SWALE 7/14/03 <br />