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CURB 8 BITUMINOUS NOTES <br />REMOVAL AND OISPOSAL OF EXISTING STREET MATERIALS AS REQUIRED FOR <br />CONSTRUCTION IS CONSIDERED INCIDENTAL <br />SAW -CUT EXISTING BITUMINOUS AND CONCRETE CURB TO PRDVIDE BUTT -JOINT, <br />RESTORE DISTURBEO STREET TO EXISTING OR BETTER SECTION. <br />BACKnLumG OF CURB IS INCIDENTAL TO CURB INSTALLATION. <br />FOUR INCHES OF CLASS 5 UNDER CURB IS INODENTAL TO CURB INSTALLATION, <br />CURB ENDS SHALL TERMINATE IN A THREE-FOOT BEAVER TAIL <br />•$#I SOIL BORING LOCATION <br />Know what's below. <br />Call before you dig. <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 />p <br />I <br />r <br />SEE SHEET C1 FOR GENERAL NOTES & LEGEND DRAWN sr. oFs GN Gr. <br />C.M. C.W.P. <br />CHCKD ITY- PROD, ND. <br />C.W.P. 15-15613. <br />ORIONALD.,TE_ --._ <br />GRADING. RRAINIIGE s EROSION CONTROL NOTES <br />PRIOR TG ANY GRADING OPERATIONS, THE CONTRACTOR SHALL PROMOE WIMCO <br />INLET PROTECTION (OR OTHER APPROVED EQUAL) FOR ALL STORM SEWER <br />INLETS THAT WILL RECEIVE RUN-OFF FROM CONSTRUCTION ACTIVITIES . <br />CONTRACTOR TO PROVIDE TOPSOIL STOCKPILES AT LOCATION DESIGNATED BY <br />OWNER. PLACE STOCKPILES AS FAR FROM DRAINAGE WAYS AS POSSIBLE <br />PROVIDE SILT FENCE AT DOWNSTREAM SIDE OF STOCKPILE LOCATIONS. IF <br />STOCKPILE IS TO BE IN-PLACE LONGER THAN 7 DAYS, PROVIDE SEED AND <br />MULCH. <br />THE CONTRACTOR SHALL PRDVIOE ALL SOD, SEED. MULCH AND FERTILIZER <br />WHICH SHALL CONFORM WITH THE FOLLOWING MNDOT SPECIFICATIONS AS <br />MODIFIED BELOW. <br />ITEM <br />MNDWr SPECIRGAMON/NOTES <br />SOD <br />3075 <br />SEED •• <br />3B78 <br />• FOR TURF ESTABLISHMENT <br />COMMERCIAL TURF <br />MNOOT MIX 25-131 (710 LBS/ACRE) <br />RESIDENTIAL TURF <br />MNOOT MIX 25-151 (120 LBS/ACRE) <br />TEMPORARY FALL COVER <br />MNDOT MIX 21-112 (100 UOS/ACRE) <br />SPRUNG/SUMMER <br />MNOOT MIX 21-111 (100 LBS/ACRE) <br />SC. -BUILDING COVER <br />MNOOT MIX 21-113 (110 LBS/ACRE) <br />1-1YEARS DOVER <br />MNDOT MIX 22-111 (30.5 LOS/ACRE) <br />2-5 YEARS COYER <br />MNDOT MIX 22-112 (�D LBS/ACRE) <br />YLILCH <br />3882 TYPE I - DISC ANCHORED <br />FERTILIZER <br />3081 <br />WOW FIBER BLANKET <br />38B5 CATEGORY <br />• MOW A MINIMUM CF; <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 SEDIMENT CONTROL MEASURES SHOWN ON THE PLANS OR <br />IMPLEMENTED IN THE FIELD SHALL BE IN ACCORDANCE WITH THE CITY AND <br />NPOES PHASE II PERMIT REQUIREMENTS, AND THE MPCA'S 'PROTECTING WATER <br />QUALITY IN URBAN AREAS BEST MANAGEMENT PRACTICES FOR MINNESOTA,' <br />THE CONTRACTOR SHALL PROVIDE DESIGNATED CONCRETE TRUCK WASHOUT <br />AREA WITH APPROPRIATE SIGNACE. WASHOUT AREA IS TD BE A MINIMUM OF <br />50' FROM STORM DRAINS, DITCHES. PONOS, OR OTHER STORMWATER FEATURES. <br />ALL LOUID AND <br />SOLD WASTE GENERATED BY CONCRETE WASHOUT OPERATIONS <br />MUST BE CONTAINED IN A LEAK -PROOF CONTAINMENT FACILITY OR <br />IMPERMEABLE LINER (E.G COMPACTED CLAY LINER, IMPERMEABLE <br />CEO -MEMBRANE). AFTER WASTE CONCRETE 1S SET, BREAK-UP AND DISPOSE <br />OF PROPERLY. <br />THE CONTRACTOR SHALL MAINTAIN SILT FENCE, INCLUDING THE REMOVAL OF <br />ACCUMULATED SEDIMENT, THROUGH COMPLETION OF BUILDING CONSTRUCTION, <br />SILT FENCE TD BE REMOVED ONLY AFTER COMPLETION OF BUILDING <br />CONSTRUCTION MID UPON ESTABLISHMENT OF VEGETATION. <br />THE CONTRACTOR SHALL PAY SPECIAL ATTENTION TO ALL ADJACENT PROPERTY <br />LINES AND MAKE SURE THE ERDSI0M CONTROL PRACTICES IN-PLACE IN THOSE <br />AREAS PREVENT MIGRATION OF SEGMENT ONTO ADJACENT PROPERTIES <br />THE CONTRACTOR SHALL PROVIDE WOOD FIBER BLANKET FOR ALL AREAS OF <br />CONCENTRATED FLOW AND FOR ALL SLOPES 3:1 OR GREATER <br />IF ANY SLOPES APPEAR TO BE FAILING THE CONTRACTOR SHALL PROVIDE <br />ADDITIONAL SILT FENCE. BIOROLLS AND EROSION CONTROL BLANKET AS <br />NEEDED. <br />THE CONTRACTOR SHALL FINAL GRADE SWALE AREAS UPON STABILIZATION OF <br />UPSTREAM AREAS. <br />THE CONTRACTOR SHALL SOD ALL DISTURBED DRAINAGE AREAS, INCLUDING <br />SWALES, DYER FLOWS. AROUND STORM SEWER FLARED -ENO SECTIONS. AND <br />OFF-STREET CATCH BASINS. <br />UPON GRADING COMPLETION THE CONTRACTOR SHALL PROVIDE NATIVE TOPSOIL, <br />SEED. AND MULCH ANCHORED WITH A STRAIGHT SET DISC WITHIN 48 HOURS OF <br />FINAL GRADING. <br />EXCESS SOIL SHOULD BE TREATED LIKE OTHER EXPOSED SOIL AND STABILIZED <br />WITHIN 72 HOURS. ANY SOtlL <br />STOLES ARE TO HAVE SILT FENCE PLACED <br />SID <br />ON OOWNSTREAM ES AND SHALL NOT BE PLACED IN SURFACE WATERS <br />ADJACENT STREETS SHALL BE KEPT CLEAN OF CONSTRUCTION MATERIALS, DIRT, <br />AND OTHER UNDESIRABLE MATERIALS. WHEN MATERIALS OR DEBRIS HAVE <br />WASHED/FLOWED ONTO ADJACENT 'STREETS. IT IS THE CONTRACTORS <br />RESPONSIBILITY TO SWEEP/SCRAPE STREETS AS NECESSARY OR AS DIRECTED <br />BY THE CITY. <br />NOTE: <br />T - TOP OF WALL <br />B = GROUND ELEV AT <br />BOTTOM OF WALL <br />7 <br />ti <br />W <br />z <br />O <br />22 <br />K <br />4F <br />O <br />N <br />E <br />O <br />z <br />iic� � w CV <br />o � � <br />- a p <br />z <br />p � o <br />= <br />LU p z <br />F <br />W `moi o p <br />K <br />� V <br />PREPARED FOR: <br />KETTLER <br />CONSTRUCTION <br />'.TE, rAMINi <br />6 EK31:',2E,LJ. <br />PLOWS <br />ENGINEERING, INC. <br />9775 LAKE DRIVE <br />ARTS 710 <br />LINOUXES. NN 55014 <br />PHONE: C.51) 3915:210 <br />FAX: 19611391-8701 <br />N13RTH <br />1T <br />0 75 30 <br />GRADING, DRAINAGE & EROSION CONTROL PLAN elk <br />VICTOR GARDENS NORTH VILLAGE 7TH ADDITION 12.2 <br />