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Eve Line <br /> (4x7 ft & 20x2 ft) <br /> Clearing limit Stabilized Site Plan <br /> (install sediment ` e Construction Entrance <br /> controls-BMP 233) Boa .. ever c e BMP C105 00605501500600 <br /> L' 30 - 4326 CRESCENT AVENUE <br /> 03 <br /> N <br /> 6 t o Proposed ARCADIA HOMES, LLC <br /> o cn � m <br /> Stormwater Detention <br /> (see detail) Scale 1"=40 ft <br /> r N Snapshot from Asbuilt <br /> Showing Elevations <br /> PW2103-018 <br /> -o <br /> + ............. Earthen stockpile <br /> o p CDBMP 123 - <br /> O —Q <br /> oN CD �� 298J. <br /> O N CD nsm <br /> -0-- o 304 <br /> � a La,,, <br /> CD O 6.0665 1 T <br /> 9�. O CD <br /> 300' <br /> P. 298' <br /> 300' <br /> +304' <br /> C0 1202/4= <br /> ProposedID 300.5'=average base elevation <br /> Shortplat property line``; �(See PW2103-018) % -- -~ O`COeve\OQme�t +28'-328.5'=allowed building elevation <br /> Pp ��9�PazME4l 2y Proposed building elevation =324.5' <br /> 0�0- <br /> °tC°0p4P N�NG� �PTE/ Elevations (not to scale) <br /> NOTES: Top of Roof Ridge <br /> •Proposed 3 bedro��,resIm <br /> •Septic connects tb public sewer <br /> - - -- <br /> .Lot is +/- 27,777 sq ft co - <br /> �C31M3 <br /> •Driveway proposed as shown o�_- m <br /> •See "Construction plan" C==�Q =ten= l <br /> CC.C�'"t.CC <br /> for stormwater details Top of Slab Floor <br /> • Impervious quantities (est): E"' <br /> ❑+/- 1240 sq ft SFR (eve line) Additional BMPs: E" <br /> ❑+/- 580 sq ft driveway • BMP 150 Materials on Hand N u <br /> •Cleared Area = +/- 18,200 sq ft •BMP 230 Straw Bales on Channels N <br /> • Excavation QTY (excavation +fill) _ . BMP 153 Material Storage, Delivery ,j, , <br /> ❑House = +/-46 yds & Containment �n cl�+ W CO <br /> ❑Driveway = +/- 20 yds • BMP 220 Storm Drain Inlet Protection z fak <br /> Q 0 E <br /> •All cleared area to be replanted • BMP 209 Outlet Protection <br /> w/ residential landscaping • BMP 154 Concrete Washout Area a- <br /> U <br />