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cc <br />W <br />co <br />Z <br />COZ <br />a <br />ES <br />cc <br />W <br />co <br />Z <br />CD <br />a <br />AP <br />H <br />0 <br />w <br />Z <br />Z N <br />Z � <br />ID <br />ow <br />= m <br />>i <br />Z <br />• <br />m <br />U w <br />O <br />It OE <br />a <br />v <br />Q <br />cnQ <br />Z <br />m <br />oI mw <br />W 2 <br />z <br />• a <br />co m <br />Uw <br />o <br />o 0 <br />cc¢ <br />a <br />U <br />p] <br />SAFCO PRODUCTS <br />0 <br />w <br />z <br />N <br />2� <br />o co <br />w <br />I m <br />z <br />• a <br />co m <br />U w <br />O <br />CC CC <br />a <br />U <br />cn <br />PU TIDN EBBE OF PNOVI ON THIS LINE <br />I <br />r <br />4 <br />H <br />N <br />N <br />N <br />H <br />N <br />N <br />(4 <br />Vi <br />N <br />N <br />V1 <br />N <br />Vl <br />N <br />co) <br />ATCMP (For Irrigation Ditch. Tie to existing 16" CMP) <br />elocate F,E,S, and Trash Rack to new inlet location <br />ie to existing pipe inlet elevation 5305.49 <br />RATE ELEVATION,5310.76 <br />ASPH ALT <br />PROPER -Ty -LINE <br />BLDG F.F. ELEVATION = 5311.0 <br />I <br />1 1 1 <br />U <br />• <br />17 <br />7 <br />N <br />Vl <br />• <br />a <br />1 <br />6028 <br />y C <br />1 <br />i <br />RATE ELEVATION:5310.76 <br />- -0' 14T4LIT_Y EASEMEN <br />4 <br />16° CMP (For Irrigation Ditch. Tie to existing 16' CMP) <br />Relocate F.E.S. and Trash Rack to new inlet location <br />Inlet in invert = 5308.0' <br />10' UTILITY EASEMENT <br />I <br />m <br />iI <br />u <br />TRENCH DRAIN SYSTEM <br />RATE ELEVATION,5310.76 <br />30C <br />TRENCH D�AIN SYSTEM <br />i <br />7., --GRATE ELEVATION,5310.76 <br />HOS F.F. ELEVATION = 5511.0 <br />RAVE <br />L_J <br />ELEVATION.5310.76 <br />ASPHALT <br />O <br />Ln <br />CV BMP POND <br />OUTLET STRUCTURE <br />W=3' L=3' <br />i <br />--OVERFLOW SPIL <br />W/BURIED RIPR <br />CREST EL,=530 <br />24 <br />_�5 0306 <br />6 <br />3.10 <br />POROUS LA DSCAPE DETENTION BASIN <br />WQCV (MAX) LATER SURFACE=5306 <br />—5394 <br />4 INCH RCP OUTLET <br />FROM BUILDING DtN SYSTEM <br />o S <br />_ "IPE INVERy5304.00 <br />/ <br />/ <br />/ <br />CV B IN 0 TFA INTP REALIGNED <br />R❑ADSID DITCH W H RIFRAP PROTECTI❑N <br />TRAIL SE TI❑N FOR / <br />CR❑SSIN. / <br />f//".'�� <br />� ,,.--24 RCP W/HEADWALLS i�� <br />CInNNECT/NG PLD BASIN/ / <br />-29°x4 MP W/H ADWALLS <br />cO / <br />0 <br />r`' / <br />Ln <br />/ <br />0 <br />FO' <br />Z <br />ce <br />w <br />«O <br />RATE ELEVATION.5310.76 <br />y u\ LI <br />1 t t t t t <br />'-O <br />.O <br />INH, <br />L <br />•D <br />4' CMP <br />FROM BU <br />DRAIN S <br />PROPERTY LINE <br />BLDG F.F. ELEVATIO = 5311.0 <br />i <br />- —&'_ JTILITY EASEMENT <br />6' UTILITY EASEMENT <br />II <br />/ <br />-29"x42" CMP W/H ADWALI/S <br />5) <br />FUTURE EMPIRE ROAD -TYPICAL SECTIO; of To Scale) <br />10' Tract "A" <br />8.0 Trail 12.0' <br />30' Plotted ROW <br />41.01 Future Limit of Road/Ditch Construction <br />12.0' <br />NEW 8' SOFT SURFACE TRAIL <br />1.0' 2.0' <br />/ / t <br />rHINGE PT <br />12.0' Trove' Lone <br />NEW 2' ASPHALT SHOULDER <br />EXISTING GRADE <br />f <br />12.0' <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />I / <br />0) <br />?'(-) <br />/ <br />4 / <br />/ <br />/ <br />/ <br />O <br />lP / <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />/ <br />0 <br />SCALE: 1"=20' <br />20 40 <br />EMP <br />�F L <br />D <br />SHE <br />E <br />Pi <br />GRAD <br />DR&OI\ <br />STO <br />SV <br />LI <br />A <br />LSE <br />Cl <br />NG AND <br />AGF PLA\ <br />60 <br />CR <br />ENGINEERING P: 720-231-3251 ;` 7115 Dry Creek Court <br />PLANNING Niwot, CO 80503 <br />ENGINEERING <br />DATE: <br />9/26/2011 <br />SCALE: <br />1 "=20 <br />REVISIONS — DATE/BY: <br />DRAWN BY: JOB NO: <br />C.P. <br />I CHECKED BY: DRAWING NO: <br />