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I <br />KEMPER & ASSOCIATES <br />INC. <br />ASBUILT PLAN OF <br />LAND SURVEYING • ENGINEERING <br />ND <br />1/2- I <br />1/2" RON PIPE <br />721 OLD HIGHWAY 8 N.W.MARKED <br />NYSTR.OWOLSON RESIDENCE <br />RLS 9235 <br />NEW BRIGHTON, MINNESOTA 55112 <br />C <br />13 AND 14, COFFEE'S ADDITION <br />TO SHADYWOOD <br />FAX5651-63103851 <br />805 <br />LOTS <br />o <br />CITY <br />OF ORONO, HENNEPIN COUNTY, <br />MINNESOTA <br />N <br />w <br />0 <br />ADJACENT RESIDENCE <br />z <br />1705 CONCORDIA STREET <br />0 <br />O <br />U <br />117 <br />d- <br />0) <br />N <br />rn <br />NOTE: THE DRAINAGE SWALE IS 1705 CONCORDIA STREET <br />0 <br />SUFFICIENTLY SIZED TO HANDLE PID # 17-117-23 22 0021 <br />PP <br />ap <br />THE 100 -YEAR STORM (5.9" IN <br />'O <br />24 HOURS) FOR THE DRAINAGE <br />VIII <br />M AREA SERVED <br />MH <br />h <br />RIM 935.52 <br />II <br />6" DEEP DRAINAGE SWALE <br />INV 924.95 <br />FOUND 3/4" <br />�I IRON PIPE <br />�� <br />FlLLED WITH 2"-4" ROUNDED SHED SHED <br />ROCK WITH FABRIC BASE <br />SET SURVEY MONUMENT <br />0 10 20 <br />EXISTING & PROPOSED ELEV. 931.4 <br />OF SWALE <br />^ LSHEDCENTERLINE 262.3 (R) ^ a <br />`O N 0) <br />84.00 TO CENTERLINE OF EASEMENT <br />MARKED PER 18407" <br />EXISTING & PROPOSED ELEV, 938.6 <br />1 INCH EQUALS 20 FEET <br />S 89'24'41" E 267.39 <br />(PER DOC No. 867984) <br />Illi <br />Q <br />Till <br />15.81 - - - - - <br />- -- - - - <br />BASIS FOR BEARINGS: <br />Illi <br />w <br />Y <br />z <br />- - - - - 51. -_ - - - - - - <br />SWALE CONTINUES TO LANDSCAPING _ - _ -R <br />BED NEAR LAKE. SWALE FlLLED S E <br />- 10 SID E CK E <br />WITH 4" OF WOOD MULCH <br />- - - - <br />' <br />I <br />ASTRONOMIC BY SOLAR <br />OBSERVATION <br />BASIS FOR ELEVATION: <br />II <br />a <br />5.00. <br />I � <br />9 <br />/ <br />SANITARY SEWER MANHOLE <br />TH OF THE <br />FEET NOROF <br />w POST <br />VER NG 26. <br />w ' <br />% <br />INTE <br />III <br />O <br />Y <br />o W/ ELEC. OUTLET <br />O <br />a- <br />_u <br />? <br />Y ` <br />STREET ANDNCORRAL ROAD.CONCORDIA <br />INVERT (NORTH) ELEVATION <br />Z <br />o of <br />I \- <br />/ U <br />/ I <br />v <br />932.50 <br />ORONO).(AS PER CITY OF <br />l l <br />N <br />°' 60, <br />LAKE � <br />� <br />w <br />Z 0- <br />O o <br />19.6 <br />E \ m <br />a I <br />APPROXIMATE DRAINAGE AREA z N I <br />0 s <br />O .. <br />CONTOUR INTERVAL = 1 FOOT <br />IIII <br />z IIII <br />A m <br />y`, �a <br />75.00 \ m w <br />� � <br />SRR CE _ - FLOOR � � <br />_ GARY G936.26 { <br />ELE <br />FOR PROPOSED SWALE � <br />NOTE: NORTH DRAINAGE AREA= I �` z o I <br />SQ. FT. (CONSISTING OF o <br />� o <br />n <br />AREA SUMMARY <br />It <br />"' w <br />3,900 Z <br />`O <br />0 <br />1,402 SQ. FT. OF HARDCOVER 0 o <br />AND 2,498 SQ. FT. OF U <br />I <br />LOT 14 TO LAKE <br />= 20,236 SQUARE FEET OR 0.4666 ACRES <br />o 1 <br />O ¢ o <br />J o <br />EjEV• 936 0 <br />8.85 <br />PERMEABLE SURFACE) I m w I <br />w I <br />O <br />LOT 13 TO LAKE <br />- <br />- 20,179 SQUARE FEET OR 0.4632 ACRES <br />OVERHANG <br />rn <br />25 <br />107.60 N <br />I� W <br />TOTAL LOT AREA <br />= 40,415 SQUARE FEET OR 0.9298 ACRES <br />ORDINARY HIGH WATER (OHW) 929.4 �� <br />PID # 17-117-23 22 0020 <br />26 <br />O _ <br />22.35 l <br />a zo <br />I <br />I <br />�-Ld <br />I O <br />100 YEAR FLOOD ELEVATION 931.5 9/14/51 <br />II <br />z <br />w <br />_ <br />PAVER WALK <br />OD / <br />0 <br />N <br />�y <br />0:0- <br />LAKE WATER ELEVATION I <br />LAKE <br />PER MINNEHAHA <br />z <br />PARCEL AREA <br />20, 326 SQUARE FEET <br />} <br />SS v <br />w / <br />r <br />�I <br />(n <br />( j <br />WATERSHED 952-471-0590 I <br />W <br />m <br />OR 0.4666 ACRES <br />1.80 OVERHANG �o <br />, / w� <br />1725 CON CO ST. �, <br />PqV <br />OR�V fW <br />w <br />r _oZ <br />qy <br />FOUND l! J <br />U- <br />FOUND <br />7 .00 <br />7.51 1 ESINCE 3� <br />3.9 2 STORY FRAME RRDIADE <br />FD / orn <br />, <br />3/4" <br />w <br />0 <br />o <br />/ 3/4" <br />/ IRON PIPE <br />F BUILDING FOOTPRINT 3.25 <br />BUILDING <br />AREA = 3,606 SQ. FT. <br />101.00 TO CENTERLINE <br />OF EASEMENT PER DOCS. No. 867985 & 67984) <br />IRON PIPE <br />_ <br />EL Y937.66 <br />DOCK <br />26.39 <br />x <br />z <br />to <br />I� <br />? o <br />A ELEV 936.34 3 I <br />/ <br />I <br />LL <br />°J <br />IIIIY <br />La <br />� <br />0 <br />� <br />03 <br />w <br />1- <br />�I <br />0 <br />f2 W <br />i" 916.45 <br />0 <br />U <br />v <br />IIII <br />w <br />o,* - <br />4'D\ <br />r' <br />a <br />5 CONCORDIA ST.Y <br />FRONT OF 172 <br />h <br />cq <br />ocy, <br />n <br />N OVERHANG / <br />I <br />o <br />� <br />N <br />r�O <br />9.72 / <br />I� <br />O <br />z^/ <br />LAKE ELEVATION <br />a ^ z PID # 17-117-23 22 0019 <br />1 <br />0 <br />9.78 <br />°' <br />928.27 ( 8-21-00) <br />F- PARCELAREA <br />Z p } ^ <br />w co W 20,179 SQUARE FEET \ I <br />rn ( <br />rnF K <br />OD <br />o <br />I z I <br />o <br />II <br />OR 0.4632 ACRES <br />1070 ' <br />OVERHANG E w / <br />STON , <br />to <br />o <br />¢i MH <br />943 <br />90 <br />I I <br />II <br />m N N <br />w Z <br />75.Ob O <br />. <br />fEFtFtACE//o <br />a <br />W <br />r <br />N" ORIM <br />INV 933 <br />55 <br />mU <br />N <br />ll <br />o <br />PP <br />11 <br />M <br />b I <br />N <br />�I <br />SI---- <br />I <br />II <br />�'_.. --- <br />12.7 <br />--- -- - <br />-- - ----- - - -LINE <br />258.65 --- (ER <br />WROUG T IRON <br />- - -- - -- <br />PP I <br />Illi <br />WOOD FENCE <br />PP FENCE <br />Illi <br />RETAINING ALL <br />N 89.32.42" W 271.39 <br />NI <br />REAR <br />OF 1725 CONCORDIA ST. <br />II <br />FOUND 1/2" <br />o <br />- <br />0 260.0 (R) MH 118.00 TO CENTERLINE OF EASEMENT N <br />RIM 932.60 (PER DOC. NUMBER 867985) <br />Iq <br />SET SURVEY MONUMENT <br />MARKED 18407" <br />II <br />p IRON PIPE <br />z (RLS 12287) <br />V <br />ADJACENT RESIDENCE INV 922.03 <br />.` <br />1755 CONCORDIA STREET <br />o <br />EXISTING &EMPER <br />PROPOSED <br />ELEV. 945.1 <br />O EXISTING &PROPOSED ELEV. <br />93 .3 <br />1755 CONCORDIA STREET PID # 17-117-23 22 0018 <br />ADJACENT <br />GARAGE <br />N <br />�O <br />NOTE: <br />FOUND 1/2" IRON <br />PIPE <br />CER <br />S 5744'00" E 2.85 <br />CORNER DETERMINED TO <br />I HEREBY CERTIFY THAT THIS PLAN, <br />NOT BE VAUD. <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 />l <br />ZONING REQUIREMENTS <br />ENGINEER UNDER THE LAWS OF THE <br />STATE OF MINNESOTA. <br />LP 0 LAMP POST <br />ZONED: LRI-C LAKE SHORE RESIDENTIAL <br />oq <br />PP Q POWER POLE <br />_ <br />BUILDING SETBACKS: <br />MHO MANHOLE <br />FRONT - 30 FEET <br />3 <br />ALFRED B. KEMPER PE 9 6 <br />/S4 <br />� 2003 <br />SIDE - 10 FEET <br />N <br />DATED THIS DAY OF- <br />GM © GAS METER <br />LAKE (OHW=929.4) - 75 FEET <br />I` <br />EM ELECTRIC METER <br />; <br />MAXIMUM HEIGHT - 30 FEET <br />0 <br />0 <br />LOWEST FLOOR ELEV. NO LESS THAN 932.5 <br />rn <br />AC01 AIR CONDITIONING UNIT <br />g•_ <br />MINIMUM LOT SIZE - 1/2 ACRE <br />CERTIFlCAl10N <br />MINIMUM LOT WIDTH - 100 FEET <br />1/2" IRON PIPE <br />I HEREBY CERTIFY THAT THIS PLAN, <br />SPECIFICATION OR REPORT WAS <br />MARKED RLS 12755 <br />PREPARED ME OR UNDER <br />ROCK -LINED SWALE AT NORTH <br />ROCK -LINED SWALE ON NORTH <br />MULCH -LINED SWALE CONTINUES MULCH -LINED SWALE ENDS AT <br />LOT COVERAGE - SHALL NOT EXCEED 159 <br />DIRECT SUPERVISION AND THAT I AM <br />END OF DRIVEWAY LOOKING WEST <br />SIDE OF HOUSE LOOKING EAST <br />ALONG NORTH PROPERTY LINE LANDSCAPING BED NEAR LAKE <br />OF LOT AREA <br />A DULY LICENSED PROFESSIONAL <br />NSURVEYOR UNDER THE LAWS <br />SETBACK INFORMATION <br />PREPARED FOR: <br />OFTHESTATE OF MIN ESOTA. �l <br />PER CITY OF ORONO <br />PLANNING DEPT. <br />MARK LARSON <br />-® <br />CERTIFICATE ®F SURVEY <br />CONTACT PERSON: WENDY BATTENBERG <br />PHONE: 952-249-4600 <br />KYLE HUNT & PARTNERS, INC. <br />18324 MINNETONKA BOULEVARD <br />DEEPHAVEN, MINNESOTA 55391 <br />--- <br />MARK EMP�R� PLS 1 <br />952-476-5999 <br />7 " <br />CELL 612-369-6135 <br />�- <br />DATED THISIJ DAY OF 2003 <br />02312 (02312R3.DWG) ADDED DRAINAGE SWALE 7/14/03 <br />i <br />