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HomeMy WebLinkAboutC0.400CURB yA/A//CV SOUTH R/W / 10'ALLEY ' I BRICK * BRICK ti U \ zu IRON GAZEBO G4TE v I I O m d. _______ I 4' IRON W J BR I FENCE /Q 4 GRASS i �i ONOT 0 I GAS LINE MARKED �B3?_J J GRASS I BRICK J ELECTRIC OUTLET LOT 11 3 0 QAO✓O/NER AO✓O/NER AOJO/NER AD✓O/NER V PARCEL: 16-09-25-12-D2-OfBOD CONCRETE CURB DAVID E. RENNARD DA AID E RENNARD BREAKFAST CLUB, LLC BREAKFAST CLUB, LLC v INSTR. /f92-48778 INSTR. 192-48778 i INSTR. f200Z0 dO7781 � 11VSTR. 1200400007787 Q O Q I � � r I ma / I • o � I III CONCRETE �/ STEP i UNDER c I C __ _ , V COLUMN APPARENT NORTH R/W TY1 WEST MA/N ST. o _ ELECTRIC - B/KE RACK OUTLET I WEST MAIN STREET i (PLATTED D.R. 'E'; PG 512 66' PUBLIC RIGHT—OF—WAY) (60' APPARENT PUBLIC RIGHT—OF—WAY) 1 — — — — — — — — — — — — — — — — — — — — . — . — — V— — — — — — — — — — — — — — — — N0� 10 0 5 10 I (IN FEET) 1 inch =10N. CONST/ FENCE cc CG EROSION CONTROL LEGEND: {3i}i)Lj W W ----- DESCRIPTION &CALL SYMBOL: CONSTRUCTION STAGING AREA CONCRETE WASHOUT AREA ® PERMANENT SEEDING �$ SEDIMENT CONTROL TUBE O CONSTRUCTION BOUNDARY DETAIL41SH,4 DETAIL.1-C 1. SEE 0.30 DETAIL 02IC410 EROSION CONTROL NOTES: 1. ALL CONSTRUCTION METHODS AND MATERIALS MUST CONFORM TO CURRENT STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 2. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. 3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON -SITE INSPECTION. 4. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. 5. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY STORMWATER RUNOFF. PROPER DISPOSAL OF ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. 6. SEDIMENT BEING TRACED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE SITE FOR DISPOSAL. 7. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, AND AT LEAST ONCEA WEEK. 8. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. 9. ALL EXISTING STRUCTURES,FENCING, TREES AND ETC., WITHIN CONSTRUCTION AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS NOT ALLOWED ON -SITE. 10. SCHEDULE OF EARTHWORK ACTIVITIES: THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED SOON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER. TOPSOIL REPLACEMENT SHALL TAKE PLACE FROM MARCH i TO OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIME OF THE YEAR. PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER FINAL GRADING OR AS SOON AS POSSIBLE. 11. INFORM ALL GENERAL CONTRACTORS, CONSTRUCTION MANAGEMENT FIRMS, GRADING OR EXCAVATING CONTRACTORS, AND ALL OTHER CONTRACTORS WITH PRIMARY OVERSIGHT ON INDIVIDUAL BUILDING LOTS OF THE TERMS AND CONDITIONS OF THE STORM WATER RULE 5, AND THE CONDITIONS AND STANDARDS OF THIS EROSION CONTROL PLAN, SCHEDULE FOR IMPLEMENTATION, AND THE CONSTRUCTION SITE EROSION CONTROL PLAN REPORT. 12. ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE WITH THE CITY OF CARMEL STORMWATER TECHNICAL STANDARDS MANUAL, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS AND THE MANUAL SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE REQUIREMENTS ASSET FORTH IN THE MANUAL. 13. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAYBE REQUIRED BY THE INSPECTOR. 14. THE SITE WILL NOT REQUIRE DEWATERING ACTIVITIES. IN THE EVENT THAT DEWATERING IS REQUIRED, THE CONTRACTOR SHALL IMPLEMENT DEWATERING AS NECESSARY. 15. PUBLIC AND PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF ACCUMULATED SEDIMENT. BULK CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER. PROJECTS SUBJECT TO IDEM'S CSGP SHALL REMOVE SEDIMENT FROM PUBLIC RIGHTS -OF -WAY NOT EXCLUSIVE OF CONSTRUCTION TRAFFIC AT THE END OF EACH DAY PER THE CSGP REQUIREMENTS. Client Name 8 A d-. ANDERSON + BOHLANDER 1054 VIRGINIA AVE SUITE 210 INDIANAPOLIS, IN 46203 (317)319-2264 ANDERSONBOHLANDER.COM z a J CL J 0 a z W W N O �Zcc0 U W Z u) 0 z Z J W a= 0 m 00 U z z 0 W Y� a. ft( i ml Seal& Signature • 1 © r EJW Sheet —4: BJH A V�������y� below. wen. O712WI)I4 C40O Know *afle below. =10' Call before you dg. med No. UN 00408