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<br />-... <br /> <br /> <br />"'" <br /> <br /> <br />" <br /><<S:J <br />Ii"..,. .. <br />~",.-.".,.. <br /> <br /> <br />s..v, <br />'1\1 <br />~ <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br /> <br /> <br />/ <br /> <br />Existing 20" dia. <br />CMP under <br />Oak Pork Rood <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />/ <br /> <br />Regrade current watercourse through <br />cultlvated area. 6' wide bottom width, 1.5' <br />depth, 8: 1 sidesiopes. 2" minimum existing <br />grade <br /> <br />I "" <br />0 <br />0 <br />'" <br />.:.: <br />~ <br />0 <br />Q. Exi ting ound <br />.:.: ode to drain <br /> <3 tween <br /> ~ Iverts <br /> 0 <br /> <br />" <br />0> <br />o <br />c <br />"0 <br />.. <br />Cl <br /> <br />2. <br />-A' <br /><"~l"',~ , Q <br />rrVG <br />I, it }i I <br />.. ~ (,! tJ <br />;>>,)(. i <br /> <br /> <br /> <br />\~ <br />ji <br /> <br /> <br />I <br /> <br /> <br />.87 <br /> <br />I <br /> <br />I <br /> <br />Install 50' x 24' <br />tracking pod, <br />12" deep, 3" <br />crushed stone, <br />pod will be <br />incorporated <br />into permonent <br />gravel drive <br /> <br /> <br /> <br />I <br /> <br />g <br />~ <br /> <br /> <br />ll-oo <br />-) <br /> <br /> <br />'" <br />" <br />~ <br />o <br />o <br />'" <br />- <br /> <br />Statlon H 15 <br />install twin 18" <br />x 20' long ~.,. <br />o <br />Corrugated .!; <br />metal culverts. {! <br />Inlet = 876.5' Q <br />Outlet = 876.1' <br />2% GRADE <br />878.37 <br />G <br /> <br /> <br />Septic Area <br /> <br />Station H92 <br />Install 18" x 20' <br />long <br />Corrugated <br />metal culvert <br />Inlet = 876.4' <br />Outlet - 876.0' <br />2% GRADE <br /> <br />N88.24'21'E <br /> <br />Property Une <br /> <br /> <br />23 <br /> <br />671.43' <br /> <br />895.90 <br />I'PIPE <br /> <br />G <br /> <br />. 877.12 <br />GS <br /> <br />x .23 <br />GS <br /> <br />. 876.83 <br />GS <br /> <br />878.27 <br />. EDGEDFOAK <br /> <br />8 . <br />t"'M lIIC-tNTER- <br /> <br />R <br /> <br />.875. <br /> <br />. 876.51 <br />GS <br /> <br />Install 8' diameter <br />rocked inlet and outlet <br />protection. <br />12" dia. minimum rock <br />diameter. <br /> <br />Planned drive, 490' <br />long, 12' wide, <br />covering 5900 square <br />feet <br /> <br />Planned House <br /> <br />Current flow dislpates into <br />un cultlvated area <br /> <br />Planned Well <br /> <br /> <br /> <br />Planned Driveway centerline, <br />maintain 12" cover on culverts <br /> <br />Elevation 879.0 minimum <br /> <br /> <br />Scale 1" . 50' <br /> <br />o <br />. <br /> <br />25 <br /> <br />50 <br /> <br />100 <br />, <br /> <br />~ <br /> <br /> <br />DATUI/ ELEV <br />865. 00 <br />- co ~ co ~ - 0 " '" ~ .... '" '" <0 0> '" '" '" 0> " <br />ri d g ai ,..: ,..: ,..: <ti <ti .,; <ti <ti <ti <ti .,; ,..: ai 0; d '" <br />'" '" " " " " " " " " " " " " " " " '" '" <br />'" co '" co co '" '" '" co <tJ co <tJ <tJ <tJ co 00 00 <tJ <tJ <tJ <br />0+00 0+50 HOO H50 2+00 2+50 3+00 3+50 4+00 4+50 <br /> <br /> <br />1)~"2- 't ~ II <br /> <br />A) This project consists of constructing a private driveway to a new home site. <br /> <br />B) The planned drive is 490 feet long, with a 12 foot wide gravel base, resulting in 5900 square feet of impervious material. <br /> <br />C) The drive will cross lands currently farmed with a cover of soybeans. <br /> <br />D) A tracking pad will be installed at the connection with Oak Park Road and will be incorporated into the final driveway surface. Soil that escapes the tracking pad <br />and is deposited on the local roadway will be swept at the end of each day. <br /> <br />E) Two culvert crossings are planned at existing drainage paths along the planned roadway. A total of 3, 18" diameter corrugated metal pipes will be used. The road <br />ditch area between these crossings will be graded to connect so the 3 culverts cany the estimated flow. A culvert at the driveway entrance to Oak Park Road will not <br />be necessary as current drainage from the road and area West of the road now crosses in a 20" diameter metal pipe aad then flows Southeasterly into the current field. <br />The planned culverts will have rocked. inlet and outlet protection to prevent scouring, The outlet areas will be re graded to carry the flow until it dissipates in an <br />uncultivated area to the South. <br /> <br />F) Driveway construction is planned to start by September 1st and be completed by September 15th. Road edge areas and culvert outlet areas to be seeded at end of <br />construction. These permanent seeded areas to use an low growing 1ype mix such as 20 pounds of Kentucky Bluegrass, 15 pounds of Creeping Red Fescue, and 15 <br />pounds of perennial rye grass. Area will be mulched with chopped straw or marsh grass at a rate of 1.5 tons per acre. Seeding to be completed by September 15th. <br /> <br />G) Estimated cost of these erosion control measures should not exceed $1000. <br /> <br />S.. PI-.I Enslen Ca.." PI. <br /> <br />Lot 1. Dane County Certified Survey Map number 8438, part of the <br />NE 1/4 of the SW 1 of Section 8, T.7N., R.12E., Town of Deerfield, <br />Dane County, Wisconsin <br /> <br />Prepared for Morschauser Builders, <br />154 Burve Road <br />Deerfield. Wisconsin <br /> <br />WIs...... ....pl.. LLC <br /> <br />Dwg, No. 4088-11 <br />Sheet 1 of 1 <br /> <br />Date 8/17/2011 <br /> <br />=Nqinq and f?Gppinq XlVice? <br />306 West Quany Street, Deerfield, lMsconsin 53531 <br />(608) 764-5602 <br />