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CORK a BRONIINOOS NOTES <br />REMOML AND DISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR <br />CONSTRUCTION IS CONSIDERED 1NCIOENTAL <br />SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TD PROVIDE BUTT -JOINT. <br />RESTORE DISTURBED STREET TO EXISTING OR BETTER SECTION. <br />BACKPLUNG OF CURB IS INCIDENTAL TO CURC INSTALLATION. <br />FOUR INCHES OF CLASS 5 UNDER CURB IS INCIDENTAL TO CURB INSTALLATION, <br />CURB ENDS SHALL TERMINATE IN A THREE-FOOT BEAVER T'1L <br />lj�#1 SOIL BORING LOCATION <br />f <br />Know what's below. <br />Call before you dig, <br />ql <br />PROVIDE INLET SEDIMENT CONTROL FOR ALL <br />STORM SEWER INLETS WITHIN 24 HOURS OF <br />STRUCTURE INSTALLATION. PROVIDE ALSO <br />FOR EXISTING STORM SEWER INLETS THAT <br />WILL RECEIVE RUNOFF DURING SITE <br />CONSTRUCTION. LEAVE IN-PLACE UNTIL <br />SITE HAS BEEN STABILIZED. (TYP) <br />r - <br />SEE SHEET C1 FOR GENERAL NOTES & LEGEND <br />DRAIN" 7"• <br />CESIBN BY: <br />3878 <br />C.M. <br />C.W.P. <br />1 <br />CHI BY: <br />C.W.P. <br />PROJ. NO, <br />15-i58B <br />ORIGINAL DATE <br />RESIDENTIAL TURF <br />ORMINO, MRIROE al EROSION CONTROL NOTES <br />PRIOR TO ANY GRADING OPERATIONS, THE CONTRACTOR SHALL PRO'ADE 1WMC0 <br />INLET PROTECTION (OR OTHER APPROVED EQUAL) FOR ALL STORM SEWER <br />INLETS THAT WILL RECEIVE RUN-OFF FP.OM CONSTRUCTION ACTIVITIES . <br />CONTRACTOR TO PROVIDE TOPSOIL STOCI PILES AT LOCATION DESIGNATED BY <br />OWNER, PACE STOCKPILES AS FAR FROM DRAINAGE WAYS VS POSSIBLE. <br />PROVIDE SILT FENCE AT DOWNSTREAM SIDE OF STOCKPILE LOCATIONS. IF <br />STOCKPILE IS To BE IN-PLACE LONGER THAN 7 DAYS, PROADE SEED AND <br />MULCH. <br />THE CONTRACTOR SHALL PROVIDE ALL SOD, SEED, MULCH AND FERTILIZER <br />WHICH SHALL CONFORM WITH THE FOLLOWING MNDOT SPECIFICATION- AS <br />MODIFIED BELOW. <br />ITEM <br />MNDOT SPECIFICATION/110TE5 <br />SOD <br />3878 <br />.'.FED •• <br />38-9 <br />• FOR TURF ESTABLISHMENT <br />COMMERCIAL TURF <br />MNOOT MIX 25-131 (220 LBS/ACRE) <br />RESIDENTIAL TURF <br />MNDOT MIX 25-151 (120 LES/ACRE) <br />TEMPORARY FALL COVER <br />MNDOT MIX 21-112 (100 LBS/ACRE) <br />SPRING/SUMMER <br />MNDOT MIX 21-111 (100 LBS/ACRE} <br />SOIL-Bu[LDING COVER <br />MNDOT ME' 21-113 (110 LBS/ACRE) <br />1-2 YEARS COVER <br />MNDOT ML: 22-111 (30.5 LBS/ACRE) <br />2-5 -Ali COVER <br />MNDOT MIX 22-112 (40 LES/ACRE) <br />MULCH <br />3R82 (TYPE 1 - DISC ANCHORED) <br />FERTILIZER <br />3881 <br />WOOD FIBER BLANKET <br />3805 CATEGORY <br />• MOW A MINIMUM OF: <br />RESIDENTIAL TURF - ONCE PER 2 WEEKS <br />COMMERCIAL TURF - ONCE PER 4 WEEKS <br />" SEEDED AREAS SHALL BE EITHER MULCHED OR COVERED BY FIBROUS <br />BLANKETS TO PROTECT SEEDS AND LIMIT EROSION. <br />ALL EROSION AND GEDIMENT CONTROL MEASURES SHOWN ON THE PLANS OR <br />IMPLEMENTED INTHE FIELD SHALL BE IN ACCORDANCE WITH THE CITY AND <br />NPOES PHASE 11 PERMIT REQUIREMENTS, AND THE MPC .'S 'PROTECTING WATER <br />OUAITY N URBAN AREAS BEST MANAGEMENT PRACTICES FOR MINNESOTA.' <br />THE CONTRACTOR :HULL PROVIDE DESIGNATED CCNCRETE TRUCK WASHOUT <br />AREA WITH APPROPMATE SIGNAGE. WASHOUT AREA IS TO BE A MINIMUM OF <br />50' FROM STORM GRAINS, DITCHES, PONDS, OR OTHER STDRMWATER FEATURES. <br />ALL UOUIO ANO SOLID WASTE GENERATED BY CONCRETE WASHOUT OPERATIONS <br />MUST BE CONTAINED IN A LEAK -PROOF CONTAINMENT FASIUTY OR <br />IMPERMEABLE LINEA (E.G. COMPACTED CLAY LINER, IMPERMEABLE <br />GEO-MEMBRANE). AFTER WASTE CONCRETE IS SET, BREAK-UP AND DISPOZE <br />OF PROPERLY. <br />THE CONTRACTOR _-HALL MAINTAIN SILT FENCE. INCLUDING THE REMOVAL OF <br />ACCUMULATED SEDIMENT, THROUGH COMPLETION OF BUILDING CONSTRUCTION. <br />SILT FENCE TO BE REMOVED ONLY AFTER COMPLETION OF BUILDING <br />CONSTRUCTION AND UPON ESTABLISHMENT OF VEGETATION. <br />THE CONTRACTOR SHALL PAY ZPECLAL ATTENTION TO ALL ADJACENT PROPERTY <br />LINES AND MAKE SURE THE EROSION CONTROL PRACTICES IN-PLACE IN TH05E <br />AREAS PREVENT MIGRATION OF SEDIMENT ONTO ADJACENT PROPERTIES <br />THE CONTRACTOR SHALL PROVIDE WOOD FIBER BLANKET FOR ALL AREAS OF <br />CONCENTRATED FLOW AND FOR ALL SLOPES 341 OR GREATER. <br />IF ANY SLOPES APPEAR TO BE FAILING, TIKE CONTRACTOR '.SHALL PROVIDE <br />ADDITION -L SILT FENCE, SIOROLLS AND ERICSON CONTROL BLANKET AS <br />NEEDED. <br />THE CONTT'ACTOR SHALL FINAL GRADE SWALE AREAS UPON CTABILIZAAON OF <br />UPSTREAM AREAS. <br />THE CONTRACTOR SHALL SOD ALL DISTURBED DRAINAGE AREAS, INCLUDING <br />SWALES. OVERFLOWS, AROUND STORM SEWER FLARED -ENO SECTIONS AND <br />OFF-STREET CATCH RASINS. <br />UPON GRADING COMPLETION THE CONTRACTOR SHALL PROVIDE NATIVE TOPSOIL, <br />SEED, AND MULCH ANCHORED WITH A STRAIGHT SET CISC WITHIN 48 HOURS OF <br />FINAL GRADING. <br />EXCESS SOIL SHOULD BE TREATED LIKE OTHER EXPOSED SCIL AND STABILIZED <br />WTHIN 72 HOURS ANY SOIL STOCKPILES ARE TO HAVE SILT FENCE PLACED <br />ON DOWNSTREAM 30ES i.ND SHALL NOT CE PLACED IN SURFACE WATERS, <br />ADJACENT STREETS SHALL BE KEPT CLEAN OF CONSTRUCTION MATERIALS, DIRT, <br />AND OTHER UNCESIR.IBLE MATERIALS. WHEN MATERIALS OR DEBRIS HAVE <br />WASHED/FLOWED ONTO ADJACENT STREETS, IT IS THE CONTRACTOR'S <br />RESPONSIBILITY TO SWEEP/SCRAPE STREETS AS NECESZARY OR AS DIRECTED <br />BY THE CITY. <br />NOTE: <br />T = TOP OF WALL <br />B = GROUND ELEV AT <br />BOTTOM OF WALL <br />E m <br />m § <br />9 W j <br />c�c 3 C1 <br />V2 J <br />5'ra w <br />a $ <br />®E <br />m� <br />= z <br />e b <br />pQp LU <br />C Q Wa <br />m IS it <br />Or <br />CI =O <br />aZroU <br />ro <br />PREPARED FOR: <br />KETTLER <br />CONSTRUCTION <br />aFIE PLANNING <br />8 ENGINEERING <br />PLOWE <br />EENINO INC. <br />13778 LAKE DRIVE <br />SUITE 110 <br />LINO LAKES, MN 8 4 <br />PHONE: (I!51 ) 38110 <br />GRADING, DRAINAGE & EROSION CONTROL PLAN C221 <br />VICTOR GARDENS NORTH VILLAGE 7TH ADDITION <br />