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DRAINAGE AREAS <br />DA-01: <br />IMPERVIOUS <br />2405 SF <br />NATURAL <br />3951 SF <br />TOTAL <br />6356 SF <br />DA-03: <br />PERVIOUS <br />PAVERS <br />7718 SF <br />IMPERVIOUS <br />16218 SF <br />NATURAL <br />1480 SF <br />TOTAL <br />25416 SF <br />DA-05: <br />PERVIOUS <br />PAVERS <br />10573 SF <br />IMPERVIOUS <br />9255 SF <br />NATURAL <br />8580 SF <br />TOTAL <br />28408 SF <br />DA-06: <br />PERVIOUS <br />PAVERS <br />8374 SF <br />IMPERVIOUS <br />4015 SF <br />TOTAL <br />12389 SF <br />DA-07: <br />PERVIOUS <br />PAVERS <br />1892 SF <br />IMPERVIOUS <br />5166 SF <br />TOTAL <br />7058 SF <br />DA-08: <br />PERVIOUS <br />PAVERS <br />838 SF <br />IMPERVIOUS <br />8678 SF <br />TOTAL <br />9516 SF <br />DA-09: <br />IMPERVIOUS <br />3660 SF <br />NATURAL <br />7994 SF <br />TOTAL <br />11654 SF <br />LINE <br />TRENCH DRAIN 2 N <br />PROPOSED OHWL RIM: 930.75 <br />CATCH BASIN 1 CONTOUR 929.4 INV OUT:929.5 HENNEPIN <br />RIM: 931.0 EXISTING 100 YEAR COUNTY <br />INV IN SW: 927.49 CONTOUR 931.5 300 South 6th Street <br />INV OUT: 927.43 EXISTING OHWL Minneapolis, MN 55487 <br />CONTOUR 929.4 _ ' PROPOSED 100 YEAR <br />' 9z3.o CONTOUR 931.5 <br />9 <br />1 zq oo <br />9z° ?S0p FILTRATION DEVICE 2 LAKE MINNETONKA <br />�9zj0; ° RIM:930.85 NORTH ARM <br />98�q INV IN:929.50 LAKE <br />INV OUT:927.75 OHWL =929.4 <br />OUTLET 1 HWL100=931.5 MINNETONKA <br />INV OUT: 926.65 y 9 s.00 e OUTLET 2 <br />�. 3pgo. INV OUT: 926.59 NORTH ARM <br />15 <br />. . . . . .. ... . . <br />PUBLIC ACCESS <br />a a < < <br />1.00 <br />- 931.50 ° <br />CATCH BASIN 2 <br />RIM:931.38 <br />- - <br />93200 <br />\ <br />-' <br />v o •' � <br />INV IN SE: 927.16 <br />- <br />INV IN S:927.18 <br />DA-08 <br />� � ' �. <br />INV <br />IN SW: 927.13 <br />/ <br />� <br />INV OUT:927.07 <br />d <br />A <br />ALL CONTRACTORS AND SUBCONTRACTORS SHALL <br />VERIFY ALL DIMENSIONS BY MEASUREMENT ATTHE <br />BUILDING AND/OR SITE <br />\ /� /'� <br />OI�J, <br />GRID <br />\DA <br />\ ' <br />Feel <br />PERVIOUS <br />o, <br />` <br />DA-0 <br />�• <br />BAR ISTWOINCHESONORIGINAL DRAWING. IFNOT ONE <br />INCH ON THIS DRAWING ADJUST SCALES ACCORDINGLY <br />PAVERS <br />PROPOSED <br />\ / / BITUMINOUS (b ,�-,'?VN <br />\ oo PAVEMENTEEO <br />0 <br />• g350 <br />DA- <br />DRAIN /r \� <br />• l DA-06 <br />1 <br />o2I2ar2025 <br />DRAFT NOT FOR CONSTRUCTION <br />NO. <br />DATE <br />ISSUE RECORD <br />RIM: 934.5 u / /\ ��&N. / CLEANOUT 1 I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION, <br />INV OUT:933.5 / / 0 OR REPORT WAS PREPARED BY ME OR UNDER MY <br />932.DIRECT SUPERVISION AND THAT I AM A DULY <br />07 LICENSED ENGINEER UNDER THE LAWS OF THE <br />I N S• 928 26 STATE OF MINNESOTA. <br />NN - - INV OUT. 928.20 <br />9A0p0 <br />- - 935. 0� <br />• • \' / -'"-. gA100 SIGNATURE: <br />PRINTED NAME..- DAVID J. JULIFF <br />/ <br />FILTRATION DEVICE 1 / ' 9A2p0 LIC NO.: 23409 DATE.' MM/DD/YYYY <br />/ / /j� LEGEND <br />IG PROPERTY h RIM:934.25' <br />INV IN:933.5 IMO Consulting Group <br />INV OUT: 930.68 / ' = i. - , - - - - - - <br />Suite 100 <br />PROPERTY LINE 12900 Whitewater Drive <br />Minnetonka, MN 55343 <br />/ s3s.00-mil / / / - - - - PERFORATED PIPE Mo Off: 952-446-7898 <br />- / GRID PERVIOUS <br />--- A-05 DRAWN <br />PAVERS DESIGNED DRACHECKED <br />SOLID PIPE DJJ GRW SRW <br />CATCH BASIN/MANHOLE C303 <br />_g3To° STORMWATER <br />L -- - - OUTLET PIPE MANAGEMENT PLAN <br />(LOCATION/SIZE TBD) <br />FILTRATION/INFILTRATIONREAS (GRID PAVERS) <br />AP031062406 <br />PROJ.NU88 <br />- <br />