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BLDG 1 <br />BLDG 2 <br />BLDG 3 <br />BLDG 4 <br />BL <br />D <br />G <br /> <br />5 <br />BL <br />D <br />G <br /> <br />9 <br />BL <br />D <br />G <br /> <br />8 <br />BL <br />D <br />G <br /> <br />6 <br />BL <br />D <br />G <br /> <br />7 <br />C <br />2 <br />PARCEL F <br />6 <br />PARCEL E <br />4 <br />PARCEL D <br />5 <br />1 <br />PARCEL C <br />3 <br />PARCEL G <br />PARCEL K <br />PARCEL I <br />PARCEL J <br />7 <br />9 <br />PARCEL B <br />PARCEL H <br />8 PARCEL L <br />PARCEL A <br />BI <br />O <br />R <br />E <br />T <br />E <br />N <br />T <br />I <br />O <br />N <br /> <br />B <br />A <br />S <br />I <br />N <br />BIORETENTION BASIN <br />BIORETENTION BASIN <br />FG 318.8 <br />FG 318.6 <br />FG <br /> <br />3 <br />1 <br />9 <br />. <br />1 <br />FG <br /> <br />3 <br />2 <br />0 <br />. <br />4 <br />OVERFLOW RISERGRATE 319.4INV 316.5 <br />OVERFLOW RISERGRATE 319.2INV 316.1OVERFLOW RISERGRATE 320.1INV 316.6 <br />EX CBINV 314.37 <br />EX SDMHINV 313.69 (THRU)INV 314.80 (IN) <br />CBTC 319.3INV 315.9 <br />BUBBLE UP <br />BUBBLE UP <br />BUBBLE UP <br />BUBBLE UP <br />BUBBLE UP <br />B <br />B <br />A <br />A A <br />A <br />8 <br />32 <br />0 <br />0 <br /> <br />H <br />O <br />P <br />Y <br />A <br />R <br />D <br /> <br />R <br />O <br />A <br />D <br />TE <br />N <br />T <br />A <br />T <br />I <br />V <br />E <br /> <br />T <br />R <br />A <br />C <br />T <br /> <br />M <br />A <br />P <br /> <br />N <br />O <br />. <br /> <br />8 <br />6 <br />7 <br />2 <br />ST <br />O <br />R <br />M <br />W <br />A <br />T <br />E <br />R <br /> <br />Q <br />U <br />A <br />L <br />I <br />T <br />Y <br /> <br />C <br />O <br />N <br />T <br />R <br />O <br />L <br /> <br />P <br />L <br />A <br />N <br />C7 <br />LEGEND <br />BIORETENTION AREA = 2,776 SF <br />SELF TREATING PERVIOUS AREA = 5,508 SF <br />IMPERVIOUS AREAS <br />BUILDINGS 50,683 SF <br />STREETS 25,984 SF <br />WALKWAYS 10,933 SF <br />DRIVEWAYS 5,193 SF <br />BOCCE BALL AREA 2,251 SF <br />TOTAL 95,044 SF <br />PERVIOUS AREAS = 26,991 SF <br />TOTAL SITE AREA = 130,304 SF <br />DRAINAGE MANAGEMENT SUMMARY <br />DMA 1 <br />DMA 2 <br />18" SOIL MIX - 5 INCHES / HOUR <br />INFILTRATION RATE <br />12" CLASS 2 PERMEABLE <br />MATERIAL OR EQUAL <br />SECTION A-A <br />BIO RETENTION BASIN DETAIL <br />NTS <br />BIO RETENTION LANDSCAPING <br />PER LANDSCAPE PLANS3:1 3:1 <br />1.8" MIN DIAMETER ORIFICE <br />DRAINS TO EX SD SYSTEM <br />0. <br />6 <br />' <br />FINISHED GRADE ELEVATION <br />BOTTOM OF ROCK LAYER <br />1' <br />0. <br />7 <br />' <br />WEEP HOLES AT BOTTOM OF <br />BUBBLE UP RISER SIZED TO <br />ALLOW EVACUATION OF <br />STORMWATER WITH 72 HOURS <br />18" SOIL MIX - 5 INCHES / HOUR <br />INFILTRATION RATE <br />12" CLASS 2 PERMEABLE <br />MATERIAL OR EQUAL <br />SECTION B-B <br />BIO RETENTION BASIN DETAIL <br />NTS <br />BIO RETENTION LANDSCAPING <br />PER LANDSCAPE PLANS3:1 3:1 <br />1.8" MIN DIAMETER ORIFICE <br />DRAINS TO EX SD SYSTEM <br />1' <br />SD OUTLET RISER <br />FINISHED GRADE ELEVATION <br />BOTTOM OF ROCK LAYER <br />1' <br />BUBBLE UP RISERS (THREE TOTAL) <br />0. <br />7 <br />' <br />WEEP HOLES AT BOTTOM OF <br />BUBBLE UP RISER SIZED TO <br />ALLOW EVACUATION OF <br />STORMWATER WITH 72 HOURS <br />4" <br />8" <br />10 MIL VISQUEEN LINER PER <br />GEOTECHNICAL REPORT <br />SD OUTLET RISERBUBBLE UP RISERS <br />4" <br />8" <br />10 MIL VISQUEEN LINER PER <br />GEOTECHNICAL REPORT <br />4" PERFORATED SUBDRAIN PIPE <br />4" PERFORATED SUBDRAIN PIPE <br />INSTALL NOTCH <br />WITH WIDTH=0.6' <br />AND HEIGHT=0.4' <br />0. <br />6 <br />'