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<br /> <br />N <br /> <br />w <br /> <br /> <br />s <br /> <br />o......~o <br /> <br />SCALE 1~ '" .3{)' (24 X 36) <br />l~ "" 60' (11 X 17) <br /> <br />60 <br /> <br />9Q <br />, <br /> <br />C:\Oalalfifes\1139\D\.vg\Design\Erosion Control Plan owg 1 9/6/2011 8:45:52 AM <br /> <br />EROSION CONTROL NOTES <br /> <br /> <br />(I) THE CONTRACTOR SHALL IMPLEMENT AND MAINTAIN EROSION CONTROl OEVlCES FROM THE START OF LAND OlS1UR8lNC <br />CONSmUCTlON ACTIVITIES UNTIL fiNAL STABIUZATlON OF THE CONSTRUCTION SITE <br />(2) ALL EROSlON CONTROl MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH THE: CITY EROSION CONTROL AND <br />STORMWATER ORDINANCE AND THE APPROPRIATE WlSCONS1N ONR CONSTRUCTION SITE EROSION AND SEDIMENT CONTROL <br />TECHNICAL STANDARDS. THE CITY RESERVES THE RIGHT TO REQUIRE ADDITIONAL EROSION CONTROL MEASURES AS CONomONS <br />WARRANT. <br />(3) CLEANING. RIGHT-OF-WAY SURFACES SHALL BE THOROUGHLY ClEANED 8(FORE THE END or EACH WORKING DAY, <br />(4) RESTORATION. RESTORATION SHALL BE COMPLETED AS NOTED IN 1HE CONSTRUCTION SCHEDULE. UNLE.SS OTHER'MS( <br />AUTHORIZED BY THE CITY, <br />(5) INSPECTION> THE CONTRACTOR SHAll INSPECT EROSION AND SEDIMENT CONTROL PRACTICES WEEKLY. AND WITHIN 24 <br />HOURS FOllO'MNC A RAINFALL Of 0,5 INCHES OR GREATER. DOCUMENTATION Of EACH INSPECTION SHAll INClUDE THE TIME, <br />DATE AND lOCATION OF INSPECTION, THE PHASE Of lAND DISTURBANCE AT THE CONSTRUCTION SITE, PERSON CONOUCTING <br />THE INSPECTION, ASSESSMENT OF CONTROL PRACTICES. AND A DESCRIPTION Of ANY EROSION OR SEDIMENT CONTROl MEA$tJRE <br />INSTALLATION, <br />(6) STONE TRACKING PAD. BEfORE BEGINNING CONSTRUCTION, CON-TRACTOR SHAll NSTALL A STONE TRACKING PAD AT EACH <br />POINT \'MERE VEHICLES ENTERS/EXITS THE CONSTRUCnON SITE. STONE TRACKING PADS SHOULD BE AT LEAST 24 FEET WIDE <br />AND 50 FEET LONG, AND CONSTRUCTED OF .'5-5 INCH WASHED STONE WITH A DEPTH Of AT LEAST 12 INCHES. ON SITES WITH <br />CLAY SOILS, STONE TRACKING PADS MUST BE UNDERLAIN WITH A GEOTEXTllE lIN-ER TO PREVENT THE STONE FROM SINKING <br />INTO THE SOlL, <br />(8) EROSION MAT. AREAS OR EMBANKMENTS HAVING SLOPES GREATER THAN OR EQUAL TO 4H;lV SHAll BE STABILIZED 'MTH <br />WISCONSIN DOT CLASS 1, TYPE B, EROSION MAT. <br />(9) TEMPORARY EROSION CONTROl. All TEMPORARY EROSION AND SEOlMENT CONTROL MEASURES SHAll BE REMOVED WITHIN <br />30 DAYS AfTER FINAL SITE STABIliZATION IS ACHIEVED OR AFTER THE TEMPORARY MtASURES ARE NO LONGER NEEDED. <br />(10) STABIliZATION. All DISTURBED AREAS SHAll BE SEEDED .$( MULCHED AS SPECIFIED WITHIN 14 WORKING DAYS OF FINAL <br />GRAOING. <br />(11) TOPSOIL. A MINIMUM OF 4 INCHES OF TOPSOIL MUST BE APPLIED TO ALL AREAS TO BE SEEDED OR SOOOEO. <br />(12) SEEDING. SEED MIXTURE SHAll BE APPLIED AT A RATE OF 2 LBS PER 1,000 SF OF AREA OR AS NOTED ON THE <br />lANDSCAPE PLAN <br />(13) STOCKPILES. ANY SOIL STOCKPilED THAT REMAINS fOR MORE THAN 30 DAYS SliALL BE COVERED OR TREATED WITH <br />STABILIZATION PRACTICES SUCH AS TEMPORARY OR PERMANENT SEEDING AND MULCH'NG. <br /> <br />CONSTRUCTION SCHEDULE <br /> <br />INSTALL EROSION CONTROL MEASURES; SEPTEMBER 15. 2011 <br />BEGIN CRA01NG; SEPTEMBER 15, 2011 <br />FINISH GARAGE CONSTRUCTION: NOVEMBER 15, 2011 <br />SEED & MULCH REMAINING LANDSCAPE AREAS: NOVEMBER 15, 2011 <br />VEGETATION ESTABLISHED; MAY 15, 2012 <br /> <br />50' MIN. LENGTH <br />MIN. 12" BASE <br />3-6" STONE <br /> <br />~sl <br />.......1 <br /> <br />........--EXISTlNG <br />./ PAVEMENT <br /> <br />---/ /,-y", /'$ <br /> <br />MOUNTABLE <br />BERM <br />(OPTIONAl) <br /> <br />GEOTEXTllE <br />LINER <br />EXISTING (If NECESSARY) <br />GROUND <br /> <br />PROFILE <br /> <br /> <br />50' MIN. LENGTH <br /> <br /> <br />I <br />24' MIN. 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