Laserfiche WebLink
2.0' <br />2.0' <br />1 L\_ <br />2.0 <br />6 " -18" RIPRAP <br />10% SLOPE SPILLWAY DETAIL <br />POND F <br />FLOW DEPTH <br />1.1' FREEBOARD <br />FULL FLOW LEVEL <br />10.0' <br />0.9' FLOW DEPTH <br />EMEGENCY SPILLWAY DETAIL 2% <br />POND F <br />POND F CAPACITIES <br />ACRE - FEET <br />WATER SEDIMENT TOTAL <br />AS BUILT CAPACITY 3.72 0.20 3.92 <br />REQUIRED CAPACITY 3.72 0.17 3.89 <br />MINIMUM CULVERT SIZE <br />DRAINAGE AREA F <br />CULVERT MINIMUM <br />No. DIA. <br />C -F2 42" <br />SECTION A - A' <br />SEDIMENT POND F <br />HORIZONAL SCALE 1" = 20' <br />VERTICAL SCALE 1" = 20' <br />5958 <br />5956 <br />5954 <br />5952 <br />5950 <br />5948 <br />5946 <br />5944 <br />5942 <br />5940 <br />SECTION B - B' <br />SEDIMENT POND F <br />HORIZONAL SCALE 1" = 10' <br />VERTICAL SCALE 1" = 4' <br />5958 <br />5956 <br />5954 <br />5952 <br />5950 <br />5948 <br />5946 <br />5944 <br />5942 <br />5940 <br />1.1" FREEBOARD <br />DEPTH <br />3" CHANNEL STIFFNERS ON 48" CENTERS <br />TIE INTO BRIDGE STEEL FOR STABILITY <br />POND F <br />f <br />3 ' <br />1.3' F] <br />PLAN VIEW <br />"V" DITCH DETAILS <br />DRAINAGE <br />AREA F <br />SCALE 1" = 40' <br />SIDESLOPE DITCH DETAIL <br />5980 <br />DITCH DITCH <br />No. DEPTH <br />FLOW <br />DEPTH <br />5980 <br />LEFT RIGHT <br />FULL WATER EL. <br />5954 <br />DITCH SIDE SIDE <br />0.3* <br />EMBANKMENT <br />D -F2 0.7 <br />No. SLOPE SLOPE <br />5970 <br />D -F3 0.6 <br />5970 <br />D -F1 3:1 20:1 <br />FULL SEDIMENT EL. 5945. <br />OUT -SLOPE <br />D -F2 3:1 20:1 <br />D -F5 0.7 <br />0.4* <br />3,OH:1.0V 10' <br />D -F3 3:1 20:1 <br />5960 <br />5960 <br />D -F5 3:1 20:1 <br />NOTES: <br />--- - - - - -- - - - - - -- <br />D -F8 0.6 <br />0.3* <br />D -F6 3:1 20:1 <br />- - -- <br />0.1 <br />1. <br />D -F7 2:1 2:1 <br />5950 <br />0.4* <br />5950 <br />D -F8 3:1 20:1 <br />0.2 <br />0.4* <br />ORIGINAL GROUND - - - - - - - - - - - - - - - - <br />- EFFECTIVE <br />D -F13 1.3 <br />D -F10 3:1 20:1 <br />order that the voids can be filled, and at <br />SLOPE 3.OH:1.OV <br />0.8 <br />D -F12 3:1 20:1 <br />5940 <br />D -F15 10.4 <br />0.1 <br />5940 <br />D -F17 3:1 15:1 <br />D -F16 1.2 <br />0.2 <br />BOTTOM EL. 5944 <br />D -F18 2.5:1 2.5:1 <br />0.3* <br />riprap size. <br />D -F18 10.9 <br />D -F19 3:1 20:1 <br />5930 <br />D -F19 10.7 <br />5930 <br />2. <br />SECTION A - A' <br />SEDIMENT POND F <br />HORIZONAL SCALE 1" = 20' <br />VERTICAL SCALE 1" = 20' <br />5958 <br />5956 <br />5954 <br />5952 <br />5950 <br />5948 <br />5946 <br />5944 <br />5942 <br />5940 <br />SECTION B - B' <br />SEDIMENT POND F <br />HORIZONAL SCALE 1" = 10' <br />VERTICAL SCALE 1" = 4' <br />5958 <br />5956 <br />5954 <br />5952 <br />5950 <br />5948 <br />5946 <br />5944 <br />5942 <br />5940 <br />1.1" FREEBOARD <br />DEPTH <br />3" CHANNEL STIFFNERS ON 48" CENTERS <br />TIE INTO BRIDGE STEEL FOR STABILITY <br />Steel Flume <br />SLOPE MAY BE CUT OR FILL <br />DEPENDING ON LOCATION <br />1 <br />1.5 <br />DEPTH <br />Raw-107M, - 1 <br />SOW DEPTH <br />-- 11 <br />1.5 <br />MIRAFI ' 60OX OR EQUAL-/ I RIPRAP <br />TRAPEZOIDAL CHANNEL DETAIL <br />DRAINAGE AREA F <br />DITCHES: F4,F7,F9,F11,F14,F15,F16,WEST DIV. #1 & EAST DIV. ** <br />* *EAST DIV. bottom width = 2.0' <br />WIDTH <br />FULL FLOW L EVEL <br />1 <br />1.5 <br />0.3' FREEBOARD <br />FLOW DEPTH <br />MINIMUM <br />0.7' F: <br />f <br />3 ' <br />1.3' F] <br />Steel Flume <br />SLOPE MAY BE CUT OR FILL <br />DEPENDING ON LOCATION <br />1 <br />1.5 <br />DEPTH <br />Raw-107M, - 1 <br />SOW DEPTH <br />-- 11 <br />1.5 <br />MIRAFI ' 60OX OR EQUAL-/ I RIPRAP <br />TRAPEZOIDAL CHANNEL DETAIL <br />DRAINAGE AREA F <br />DITCHES: F4,F7,F9,F11,F14,F15,F16,WEST DIV. #1 & EAST DIV. ** <br />* *EAST DIV. bottom width = 2.0' <br />WIDTH <br />FULL FLOW L EVEL <br />1 <br />1.5 <br />0.3' FREEBOARD <br />FLOW DEPTH <br />MINIMUM <br />DITCH <br />DEPTH REQUIREMENTS <br />"V" DITCH DETAILS <br />DRAINAGE <br />AREA F <br />DRAINAGE AREA F <br />SEE MAP No. 21 -3 FOR LOCATIONS <br />DITCH DITCH <br />No. DEPTH <br />FLOW <br />DEPTH <br />DITCHES: <br />F1, F2, F3, F5 ,F6,F8,F10,F12,F13,F17,F18,F19, W. DIV. #2 <br />D -Fl 10.6 <br />0.3* <br />D -F2 0.7 <br />0.4* <br />D -F3 0.6 <br />0.3* <br />D -F4 1.2 <br />0.2 <br />D -F5 0.7 <br />0.4* <br />.4 <br />D -F7 1.1 <br />0.8* <br />NOTES: <br />D -F8 0.6 <br />0.3* <br />D -F9 1.1 <br />0.1 <br />1. <br />Riprap shall consist of hard, dense, rough <br />D -Flo 0.7 <br />0.4* <br />fractured stone as nearly cubical as <br />D -F11 1.2 <br />D -F12 0.7 <br />0.2 <br />0.4* <br />practical. Stone shall be well graded in <br />D -F13 1.3 <br />1.0 <br />order that the voids can be filled, and at <br />D -F14 1.8 <br />0.8 <br />least 50 percent of the mass shall be <br />D -F15 10.4 <br />0.1 <br />stones equal to or larger than the specified <br />D -F16 1.2 <br />0.2 <br />D -F17 10.6 <br />0.3* <br />riprap size. <br />D -F18 10.9 <br />0.9* <br />D -F19 10.7 <br />0.4* <br />2. <br />A geotextile fabric shall be placed under <br />UpDivWestl 1.5 <br />0.5 <br />all riprap. Use Mirafi 60OX or equal. <br />UpDivWest2 1.4 <br />0.4 <br />UpDivEast 1.6 <br />0.6 <br />'SIDESLOPE <br />3. <br />See Figure 4 for additional spillway details. <br />• SIDESLOPE DETAIL SHOWN <br />IN DITCH <br />DETAIL' TABLE <br />`7 PI 61 <br />6/11/01 <br />