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1 <br /> Z w <br /> 924.9 /^" O <br /> 1t// a c� <br /> Q c� d3 <br /> cn <br /> U O <br /> 1 \` 5 <br /> 1 <br /> x ( 0 IGD 200 300 w <br /> 9231IIMMilMNIIa1 <br /> x y e SCALE IN FEET 1, <br /> 0 <br /> CG/ o <br /> -- _ LEGEND <br /> Q N <br /> p N <br /> I --ft2-- Existing Contours M <br /> I .—M > <br /> . b--- Proposed contours 41Et Z <br /> i / SHt fence <br /> x9_2_) i JjjjJ''' x9292 000000 Haybale Checks C7 <br /> >f [:I <br /> o 0 <br />"-----/- <br /> �� / ' <70 PossDle House Pad Location p o41 I <br /> -✓ \ J W Z O <br /> •30.5 44 Possible Well Location La I-cv N Z m <br /> >--40--< Proposed Storm Sewer <br /> } <br /> Fm <br /> Soil Pit m o <br /> —F61IA— FEMA 100 Year Flood Line 6_i ( 1.1C°5' 5 <br /> ]Zj aZ Y Z <br /> 4114 . <br /> digi .\,,, <br /> 939.0 'Q W K 2 3 x J <br /> C O <br /> IF O <br /> • <br /> } 925. NOTES: am vin <br /> x224 920.3 1 I. INSTALL SILT FENCE PRIOR TO SITE GRADING. c.t 2 y x <br /> `�. 2. PIPE BETWEEN CB 101 dt C8 102 SHALL 8ENW n o a o �� o <br /> ,...., IV,,c1., ,:n. <br /> 32 LF OF 12' RCP O 1.00% o,a d o m z <br /> 3. PIPE BETWEEN CB 104 &CD 105 SHALL BE z n E 4ce <br /> IOW 32 LF 12" RCP 0 1.00% Y o <br /> / 9.. el' <br /> t' a o <br /> }y \ ,' <br /> J • <br /> " 0 0 E. <br /> ot p Tcca��....'' x <br /> iE7 7 DIRECTION OF FLOW y �N <br /> raj/` Er7r77 7 4-, o� ui <br />! o <br /> :V PROPEx-"SILT STOP'FABRIC STAPLED —0-001,o (0 o <br /> B O x•• 2'x2'x54'WOOD TO WOOD STAKES <br /> STAKES 0 4'O.C. 0 10'MINIMUM I <br /> S C BACKFILL W/TAMPED 1; p <br /> Z (( % NATURAL SOIL ..g of N <br /> % /�//. /,�/,10 <br /> �„yr /.//%,i i ,A /%:�i�� rya w�v <br /> I <br /> i x EXISTING GROLND 0MINIMUM "(�ti m RS y b q <br /> bcn <br /> 2'MINIMUM g”MINIMUM PROPOSED CO' d^ d« <br /> EMBANKMENT <br /> x 915.ox - �h 0 0` 3 K�- <br /> 917.4 S°N 4.5!,`? <br /> o SILT FENCE °a m N tl h <br /> / 0 mf p„?,a R• i <br /> //�.xaxn f w.oE • o�h. `� <br /> 00 .11; <br /> C co ! �5. a4� NmZ- <br /> s <br /> OI SLOPE TO <br /> IMlal MONO <br /> x 915.4 +[ SHOE�rt TO WOM I-'n'R9 09110 YAT(2v4 44...) <br /> .-.014440.0..MLR aOEM WAKE 6neraus .n'elnx.Iun w,(z,9,0409) <br /> 4 i ' 5'GLASS S 110.AEGTE G4 z <br /> ` �• ` eovxerrn 99xxrnE Q <br /> Ci_ <br /> I .TY, <br /> o Tan mc'.sm�o W <br /> 914 7 +�%F'// 1/ A AO C© ODD Z <br /> x 913. f. 1:4,4000 <br /> J w la/- /cC <br /> I d PVCINOIT AT Gro.G9x < > 2 y/ v <br /> �l cr Z <br /> 1)914.3 ` ffGs'"".�`d� W Y Z < <br /> �' —! W� t w Q <br /> I. SIIIFET 7BC'lION 11tH DIFlGIML SIUMOIA lEIU <br /> vv 912.1 <br /> � r i _ <br /> vt, <br /> STORM SEWER SCHEDULE W <br /> I <br /> STRUCTURE SIZE CASTING RE IE a <br /> CB 101 24x36 R3067V 937.65 935.15 <br /> C8 102 24x36 R3067V 937.65 934.83 <br /> MH 103 48"A RI733 938.60 930.50 SHEET NO. / <br /> CB 104 24x36 R3067V 932.56 930.06 / <br /> CB 105 24x36 R3067V 932.56 929.74 ,)6 / 2 _OF <br />