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<br /> <br />IU? 3D <br />(A.<751 bf0wV <br /> <br />"- <br />."- <br />~ <br />/v <br />&) <br /> <br />Install 525 SY <br />WDOT. Class I Typq A <br />Erasion matting an <br />sidqs/opq <br /> <br />co <br />OJ <br />"<i <br />"- <br /><'J <br /> <br />~$;; <br />OJ <br />.!f) <br />OJ <br />N <br /><0 <br />o <br />C/) <br /> <br />~~~~~~': m46t ITDI <br />~~~~~~~ <br />d>ook{#lllown. 4nd <$roeIImn.<< <br />"" <br />l<<>d<l<>ndt.......p<>n8fblofort/>tl <br />,_. <br />::?f:Kl'" I" Qnd <llllil''lfl$ fll"ll <br />prn/.QI:te:d~<lnI4Ynct~ <br />UlIO<l wl\QI, II( n p{,J(t <br />"I!ho<it\ht.WflI:W/le4llWlltQf~ <br />OctoIiOII,~ <br /> <br />- MM. <br /> <br />- <br />- <br />...... <br />...... <br /> <br />...... <br />...... <br /> <br />1 ^ oF <br />c.. 5ov<T'^ <br />&olio/'J ~ ~L-, <br />\ (p I:?- (CAr-' <br /> <br /> <br />Construction Entrance <br />Sqq Detail 1 on <br />Shqet C4.0 <br /> <br />N87'03'10"[ 833.63' <br /> <br />.~ <br /> <br />EXISTING CONDITIONS SURVEY <br />PERFORMED BY EXETER DESIGN, <br />INC. ON MARCH 15.2011. <br /> <br />SITE BENCHMARK IS TOP REBAR <br />AT NORTHWEST CORNER OF LOT <br />AT THE RIGHT OF WAY. <br />ELEVATION ; 956.07 <br /> <br />CONTOUR INTERVAL IS ONE FOOT. <br /> <br />'cal Driveway <br />Section <br />etail I on <br />C5.0 <br /> <br />Install 410 SY <br />WDOT. Class 11- Typq 8 <br />Erosion matting in <br />Ditch Site <br />')fP" Impervious <br />ill'<' Ch~ck Dam 15 457 sf <br />~er1o.1)etatl 2 on . <br />:'i~' C4.0 Limits of <br />,. / 1'<-- Disturoance <br />I V' / 50.540 sf <br /> <br />Silt F qnee <br />or Equivalent <br />Sqq Dqlail J on <br />Sheet C4.0 <br /> <br />o 50 <br />u-w-u <br />SCALE IN FEET <br /> <br />100 <br />j <br /> <br /> <br />.~. <br />, <br /> <br />.~':>. <br /> <br />S88'41'24"W 895.04' <br /> <br />.JltlL- <br /> <br />PAEP~fQIt <br /> <br />,...w <br /> <br />SHi;iT Ul!.i <br /> <br />f-U-Illrl <br /> <br />Eroeion Control and Grading Plan <br />LOT S. CSM 12701 <br />Town of Verona <br />Dane County, WIsconsin <br /> <br />David and Korl Bartela <br />8169 Windy Oak Lane <br />Verona, WI 63693 <br /> <br />EROSION CONTROL AND <br />GRADING PLAN <br /> <br />CONSTRUCTION SITE <br />EROSION CONTROL REQUIREMENTS <br /> <br />1. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED <br />AND MAINTAlNED BY THE CONTRACTOR IN ACCORDANCE WITH <br />THE WDNR CONSTRUCTION SITE EROSION & SEDIMENT CONTROL <br />TECHNICAL STANDARDS (WDNR-ECTS). IT IS THE CONTRACTORS <br />RESPONSIBILITY TO OBTAIN A COPY OF THIS HANDBOOK. <br /> <br />2. INSTALL EROSION CONTROL MEASURES PRIOR TO ANY SITE <br />WORK. INCLUDING GRADING OR DISTURBANCE OF EXISTING <br />SURFACE MATERIALS AS SHOWN ON PLAN. MODIFICATIONS TO <br />SEDIMENT CONTROL DESIGN MAY BE CONDUCTED TO MEET <br />UNFORESEEN FIELD CONDITIONS IF MODIFICATIONS CONFORM TO <br />BMP'S. <br /> <br />J. INSPECTIONS AND MAINTENANCE OF ALL EROSION CONTROL <br />MEASURES SHALL BE ROUTINE (ONCE PER WEEK MINIMUM) TO <br />ENSURE PROPER FUNCTION OF EROSION CON TROLS AT ALL <br />TIMES. EROSION CONTROL MEASURES ARE TO BE IN WORKING <br />ORDER AT THE END OF EACH WORK DAY. <br /> <br />4. INSPECT EROSION CONTROL MEASURES AFTER EACH SIGNifiCANT <br />RAINFALL REPAIR ANY DAMAGE OBSERVEO DURING THE <br />INSPECTION. EROSION CONTROL MEASURES SHALL BE REMOVED <br />ONLY AFTER SITE CONSTRUCTION IS COMPLETE WI TH ALL SOIL <br />SlJRFACES HAVING AN ESTABLISHED VEGETATIVE COVER. <br /> <br />5. INSTALL A GRAVEL OR CRUSHED STONE CONSTRUCTION <br />ENTRANCE AT THE CONSTRUCTION ENTRANCE TO THE SITE. <br /> <br />6. PAVED SURFACES ADJACENT TO CONSTRUCTION SITE VEHICLE <br />ACCESS SHALL BE SWEPT AND/OR SCRAPED PERIODICALLY TO <br />REMOVE SOIL. DIRT AND/OR DUST. <br /> <br />7. INSTALL EROSION CONTROLS ON THE DOWNSTREAM SIDE OF <br />STOCKPILES. <br /> <br />8. INSTALL CHECK DAMS WITHIN DRAINAGE DITCHES IN <br />ACCORDANCE WITH BEST MANAGEMENT PRACTICES. <br /> <br />9. UP TO OR ON OCTOBER 15, 2011 OR AfTER APRIL 10. 2012: <br />UPON COMPLETION OF SEEDING. ALL TOPSOILED AREAS AT <br />FINAL GRADE TO BE COVERED WITH A STRAW MULCH. <br />GRASS SEED MIX SHALL BE WISDOT #10. APPUCA TIN RATE OF <br />SEED AND FERTILIZER RATE PER SPECIFIACTlONS. <br /> <br />FROM OCTOBER 15. 2011 THRU APRIL 9. 2012: <br />UPON COMPLETION OF SEEDING. ALL TOPSOILED AREAS AT <br />FINAL GRADE TO BE COVERED WITH A STRAW MULCH. <br />TEMPORARY SEED MIX OF OATS AND SUDANGRASS. APPUCA TIN <br />RATES ARE 3 BUSHELS PER ACRES AND 35 POUNDS PER ACRE <br />RESPECTlVEL~ THESE AREAS TO BE TILLED AND RESEEDED <br />WITH PERMANENT SEED MIX AS CALLED ABOVE IN SPRING 2012. <br /> <br />~"'" <br /> <br />C-2,O <br /> <br />EXETER ~ <br />DIUtIGN, lNG, <br /> <br />Cl)~1I,/llODt <br /> <br />11-0154 <br /> <br />QlIl'l1!C1.((:fSlll <br /> <br />"'" <br /> <br />-""'... <br />8Eu..E'o'll.LC.Wl~ <br />{llOll)4<<-6m <br /> <br />AS-SHOWN <br />