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T <br />P <br />TP <br />C.S.A.H. NO. 14 <br />(STILLWATER BOULEVARD N) <br />(M <br />A <br />N <br />N <br />I <br />N <br />G <br /> <br /> <br /> <br />A <br />V <br />E <br />N <br />U <br />E <br /> <br /> <br /> <br />N <br />) <br />(S <br />T <br />I <br />L <br />L <br />W <br />A <br />T <br />E <br />R <br />BO <br />U <br />L <br />E <br />V <br />A <br />R <br />D <br /> <br />N <br />) <br />STILLW <br />A <br />T <br />E <br />R <br />EB <br />EB <br />C. <br />S <br />. <br />A <br />. <br />H <br />. <br /> <br />N <br />O <br />. <br /> <br />1 <br />5 <br />WAY NO <br />R <br />T <br />H <br />(F.K.A <br />. <br /> <br />S <br />T <br />A <br />T <br />E <br /> <br />H <br />W <br />Y <br />. <br /> <br />N <br />O <br />. <br /> <br />5 <br />) <br />TP <br />93 <br />0 <br />93 <br />0 <br />9 <br />3 <br />0 <br />930 <br />9 <br />3 <br />0 <br />930 <br />935 <br />935 <br />93 <br />5 <br />929 <br />92 <br />9 <br />93 <br />1 <br />93 <br />1 <br />9 <br />3 <br />1 <br />9 <br />3 <br />1 <br />93 <br />1 <br />931 <br />9 <br />3 <br />1 <br />931 <br />932 <br />932 <br />93 <br />2 <br />9 <br />3 <br />2 <br />932 <br />9 <br />3 <br />2 <br />93 <br />2 <br />93 <br />2 <br />932 <br />932 <br />9 <br />3 <br />2 <br />932 <br />933 <br />933 <br />93 <br />3 <br />9 <br />3 <br />3 <br />933 <br />93 <br />3 <br />933 <br />933 <br />93 <br />3 <br />933 <br />93 <br />4 <br />934 <br />9 <br />3 <br />4 <br />934 <br />934 <br />9 <br />3 <br />4 <br />936 <br />936 <br />9 <br />3 <br />6 <br />936 <br />936 <br />937 <br />937 <br />937 <br />937 <br />937 <br />9 <br />3 <br />7 <br />937 <br />938 <br />938 938 <br />930 <br />935 <br />928 <br />929 <br />931 <br />932 <br />933 <br />934 <br />930 <br />930 <br />935 <br />929 <br />929 <br />931 <br />931 <br />932 <br />932 <br />93 <br />3 <br />93 <br />3 <br />93 <br />3 <br />934 <br />9 <br />3 <br />0 <br />9 <br />3 <br />0 <br />935 <br />931 <br />931 <br />932 <br />932 <br />933 <br />934 <br />936 <br />937 <br />938 <br />PROPOSED OFFICE BUILDING 2 <br />AREA: 9,250 SF <br />GROSS AREA 18,500 <br />FFE: 935.00 <br />PROPOSED WET POND <br />FOR IRRIGATION REUSE <br />AREA: 1.03 ACRES <br />BOTTOM: 916.0 <br />NWL: 926.0 <br />HWL: 931.3 <br />EOF: 932.75 <br />PROPOSED OFFICE BUILDING 1 <br />AREA: 10,200 SF <br />GROSS AREA 20,400 <br />FFE: 935.00 <br />TOTAL ROW AREA: 3.87 ACRES <br />OUTLOT AREA C: 1.54 ACRES COMMERCIAL AREA LOT 2: 1.64 ACRES <br />COMMERCIAL AREA LOT 3: 1.82 <br />ACRES <br />COMMERCIAL AREA LOT 4: 1.90 ACRES <br />OUTLOT AREA A: 0.82 ACRES <br />OUTLOT E: 2.35 ACRES <br />OUTLOT AREA B: 1.21 ACRES <br />COMMERCIAL LOT 1: 1.64 ACRES <br />PR <br />O <br />P <br />O <br />S <br />E <br />D <br /> <br />R <br />E <br />T <br />A <br />I <br />L <br />BU <br />I <br />L <br />D <br />I <br />N <br />G <br />AR <br />E <br />A <br />: <br /> <br />1 <br />2 <br />, <br />0 <br />0 <br />0 <br /> <br />S <br />F <br />FF <br />E <br />: <br /> <br />9 <br />3 <br />8 <br />. <br />0 <br />0 <br />OUTLOT D: 6.31 ACRES <br />PROPOSED INFILTRATION <br />BASIN W/ FOREBAY <br />AREA: 1.11 ACRES <br />BOTTOM: 925.0 <br />NWL: 925.0 <br />HWL: 930.2 <br />EOF: 931.0 <br />(HOA OWNED) <br />(HOA OWNED) <br />(HOA OWNED) <br />(HOA OWNED) <br />(HOA OWNED) <br />930 <br />926 <br />927 <br />928 <br />929 <br />931 <br />926 <br />926 927 928 <br />929 <br />►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►►►► <br />►►►►►►►►►►►►►►►►►► <br />►►►►►►►►►►►►►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►►►► <br />►► <br />►►►►►►►► <br />►► <br />►► <br />►►►► <br />►► <br />►►►►►►►►►► <br />►► <br />►►►► <br />►► <br />►► <br />►► <br />►► <br />►► <br />►►►► <br />► <br />► <br />►► <br />►► <br />►► <br />935 <br />93 <br />4 <br />934 <br />936 <br />9 <br />3 <br />3 <br />9 <br />3 <br />5 <br />9 <br />3 <br />4 <br />9 <br />3 <br />6 <br />9 <br />3 <br />7 <br />9 <br />3 <br />8 <br />93 <br />9 <br />933 <br />933934 <br />93 <br />6 <br />92 <br />0 <br />92 <br />5 <br />930 <br />91 <br />8 <br />91 <br />9 <br />921 922 923 924 <br />92 <br />6 <br />92 <br />7 <br />92 <br />8 <br />9 <br />2 <br />9 <br />931932933 <br />91 <br />6 <br />91 <br />7 <br />92 <br />5 <br />926 <br />930 <br />92 <br />6 <br />92 <br />7 <br />928 929 931 <br />925 <br />93 <br />0 <br />926 927 <br />92 <br />8 <br />92 <br />9 <br />923 <br />932 <br />933 <br />93 <br />4 <br />9 <br />3 <br />1 <br />9 <br />3 <br />2 <br />9 <br />3 <br />3 <br />9 <br />3 <br />4 <br />931932933934 <br />931 <br />932 <br />933 <br />934 <br />932 <br />93 <br />2 <br />93 <br />3 <br />933 <br />93 <br />4 <br />930 <br />929 <br />930 <br />931 <br />932 <br />930 929 <br />931932933 <br />93 <br />0 <br />92 <br />8 <br />92 <br />9 <br />931 <br />EOF:932.75 <br />EOF:931.00 <br />OFFSITE-01 <br />NODE 15S <br />PERVIOUS: 185,793-SF <br />IMPERVIOUS: 18,975-SF <br />TOTAL: 204,768-SF <br />NODE 19S (DIRECT) <br />PERVIOUS: 24,486 SF <br />IMPERVIOUS: 17731 SF <br />TOTAL: 42,217 SF <br />NODE 18S (WEST) <br />PERVIOUS: 6,660 SF <br />IMPERVIOUS: 9,989 SF <br />TOTAL: 16,649 SF <br />EXISTING/PROPOSED CURB CUT LOCATION <br />RECEIVING WATER FROM ROADWAY: 2.04 CFS <br />PROPOSED SIDEWALK CULVERT CAPACITY: 2.27 CFS <br />SEE DETAIL: 1/C-808 <br />EXISTING LOW SPOT <br />100'-YEAR 933.59' <br />EXISTING CULVERT <br />LOCATION <br />EXISTING/PROPOSED CURB CUT LOCATION <br />RECEIVING WATER FROM ROADWAY: 0.91 CFS <br />PROPOSED SIDEWALK CULVERT CAPACITY: 2.27 CFS <br />SEE DETAIL: 1/C-808 <br />EXISTING/PROPOSED CURB CUT LOCATION <br />RECEIVING WATER FROM ROADWAY: 0.91 CFS <br />PROPOSED SIDEWALK CULVERT CAPACITY: 2.27 CFS <br />SEE DETAIL: 1/C-808 <br />935 <br />936 <br />935 <br />933 <br />934 <br />936 <br />936 <br />937 <br />937 <br />938 <br />93893 <br />8 938 <br />DWN BY: <br />ISSUE DATE: <br />PROJECT NO.: <br />P: <br />\ <br />1 <br />9 <br />3 <br />8 <br />0 <br />6 <br />1 <br />4 <br />0 <br />\ <br />L <br />D <br />e <br />v <br />\ <br />5 <br />_ <br />D <br />E <br />S <br />I <br />G <br />N <br />\ <br />2 <br />_ <br />D <br />R <br />A <br />I <br />N <br />A <br />G <br />E <br />\ <br />C <br />A <br />D <br />\ <br />1 <br />_ <br />H <br />Y <br />D <br />R <br />O <br />L <br />O <br />G <br />Y <br />\ <br />F <br />I <br />G <br />- <br />0 <br />3 <br /> <br />P <br />R <br />O <br />P <br />O <br />S <br />E <br />D <br /> <br />H <br />Y <br />D <br />R <br />O <br />L <br />O <br />G <br />Y <br /> <br />S <br />T <br />I <br />L <br />L <br />W <br />A <br />T <br />E <br />R <br /> <br />W <br />A <br />Y <br /> <br />N <br /> <br />1 <br />9 <br />3 <br />8 <br />0 <br />6 <br />1 <br />4 <br />0 <br />. <br />d <br />w <br />g <br /> 5/ <br />7 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> GR <br />U <br />N <br />K <br />L <br />E <br />E <br />, <br /> <br />S <br />A <br />M <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />: <br />DA <br />T <br />E <br />: <br />ISSUE NO.: <br />IS <br />S <br />U <br />E <br /> <br />N <br />O <br />. <br />: <br />SHEET NO.: <br />SHEET TITLE: <br />5/ <br />7 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />8 <br />: <br />0 <br />5 <br />: <br />4 <br />9 <br /> <br />A <br />M <br />CLIENT: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />T <br />I <br />T <br />L <br />E <br />: <br />CHK'D BY:APP'D BY: <br />CERTIFICATION: <br />NOT <br /> <br />F <br />O <br />R <br /> <br />C <br />O <br />N <br />S <br />T <br />R <br />U <br />C <br />T <br />I <br />O <br />N <br />733 MARQUETTE AVENUE <br />SUITE 1000 <br />MINNEAPOLIS, MN 55402 <br />PHONE: 612-712-2000 <br />FAX: 952-831-1268 <br />WWW.STANTEC.COM <br />BR <br />I <br />D <br />G <br />E <br />W <br />A <br />T <br />E <br />R <br /> <br />V <br />I <br />L <br />L <br />A <br />G <br />E <br />LA <br />K <br />E <br /> <br />E <br />L <br />M <br />O <br /> <br />M <br />I <br />N <br />N <br />E <br />S <br />O <br />T <br />A <br />, <br /> <br />W <br />A <br />S <br />H <br />I <br />N <br />G <br />T <br />O <br />N <br /> <br />C <br />O <br />U <br />N <br />T <br />Y <br />193806140 <br />BMB JRA JRA <br />03/18/2024 <br />2 <br />0 <br />08 <br />/ <br />1 <br />8 <br />/ <br />2 <br />0 <br />2 <br />3 <br />30 <br />% <br /> <br />S <br />E <br />T <br /> <br />F <br />O <br />R <br /> <br />P <br />R <br />E <br />L <br />I <br />M <br />I <br />N <br />A <br />R <br />Y <br /> <br />P <br />R <br />I <br />C <br />I <br />N <br />G <br />1 <br />09 <br />/ <br />2 <br />2 <br />/ <br />2 <br />0 <br />2 <br />3 <br />60 <br />% <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br />F <br />O <br />R <br /> <br />C <br />I <br />T <br />Y <br /> <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br />2 <br />03 <br />/ <br />1 <br />8 <br />/ <br />2 <br />0 <br />2 <br />4 <br />90 <br />% <br /> <br />C <br />I <br />T <br />Y <br /> <br />R <br />E <br />S <br />U <br />B <br />M <br />I <br />T <br />T <br />A <br />L <br />FIG-02 <br />PROPOSED HYDROLOGY <br />LEGEND <br />EXISTING MINOR CONTOUR <br />EXISTING MAJOR CONTOUR <br />EXISTING STORM SEWER MANHOLE <br />EXISTING STORM SEWER INLET <br />EXISTING FLARED END SECTION <br />►►►►STORM SEWER <br />STORM MANHOLE <br />STORM CATCH BASIN <br />FLARED END SECTION <br />EXISTING STORM SEWER <br />EXISTING SANITARY SEWER <br />PROPOSED MINOR CONTOUR901 <br />PROPOSED MAJOR CONTOUR900 <br />EASEMENT LINE <br />PROPOSED DRAINAGE BOUNDARY <br />EXISTING STORM SEWER INLET <br />( IN FEET ) <br />GRAPHIC SCALE <br />0 <br />1 inch = 70 ft. <br />70 14070 <br />NOTES <br />1.CONTRACTOR TO PROVIDE SOIL CORRECTIONS BELOW THE <br />FOOTPRINT OF THE SURFACE INFILTRATION BASIN. SOIL CORRECTION <br />SHALL BE PROVIDED TO A DEPTH OF 5 FEET BELOW THE FINISHED <br />GRADE OF THE INFILTRATION BASIN. CORRECTION SHALL REMOVE <br />SOILS THAT PROHIBIT INFILTRATION, WHICH INCLUDES ALL SOIL TYPES <br />THAT ARE NOT SP CLASSIFIED UNIFORM SANDS OR SP-SM CLASSIFIED <br />SILTY SANDS OR SM SILTY SANDS, AND PROVIDE A CLEAN SAND IN <br />ACCORDANCE WITH MNDOT 3149.2B MODIFIED SO THAT NO MORE <br />THAN 5% PASSES THE NO. 200 SIEVE AND NO MORE THAN 50 PERCENT <br />PASSING THE #40 SIEVE, IMPORTED TO THE SITE AND COMPACTED IN <br />PLACE. SOILS SHALL BE CORRECTED TO A MAXIMUM DEPTH OF 5 FEET <br />BELOW THE FINISHED GRADE OF THE INFILTRATION BASIN WHICH <br />CORRESPONDS TO AN ELEVATION OF 920' BELOW THE BASIN BOTTOM, <br />WITH ELEVATION BELOW THE SIDE SLOPES BEING VARIABLE. <br />2.ON SITE SANDY SOIL MAY BE MINED AND USED FOR SOIL CORRECTION <br />IF TESTED AND APPROVED BY OWNER'S GEOTECHNICAL <br />REPRESENTATIVE. <br />3.OWNER'S GEOTECHNICAL REPRESENTATIVE SHALL BE PRESENT ON <br />SITE AT TIME OF CORRECTION. CONTACT A MINIMUM OF 2 BUSINESS <br />DAYS PRIOR TO COMMENCING CORRECTION ACTIVITIES. <br />4.FOR PLANTING AREAS (12 INCH UNCOMPACTED DEPTH), INCORPORATE <br />3 INCHES OF COMPOST INTO THE TOP 5 INCHES OF COMPACTED SOIL <br />TO CREATE A TOPSOIL LAYER WITH A MINIMUM DEPTH OF 8 INCHES. <br />SOILS BELOW THE TOP SOIL LAYER SHALL BE SCARIFIED TO AT LEAST <br />4 INCHES. <br />5.FOR PLANTING AREAS (12 INCH UNCOMPACTED DEPTH), INCORPORATE <br />1.75 INCHES OF COMPOST INTO THE TOP 6.25 INCHES OF COMPACTED <br />SOIL TO CREATE A TOPSOIL LAYER WITH A MINIMUM DEPTH OF 8 <br />INCHES. SOILS BELOW THE TOP SOIL LAYER SHALL BE SCARIFIED TO <br />AT LEAST 4 INCHES. <br />EOF=9XX.XX EMERGENCY OVERFLOW ELEVATION