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HomeMy WebLinkAboutC7.1 POST-CONSTRUCTION EROSION CONTROL PLANPROPOSED BUILDING ±21,456 SF FFE = 907.90 PETTIGRU DR.TAFT CIRCLE 905 906 907 908908908907906905 9 0 6 906 907 907 906907 907 9 0 5 905905906 907907 9049049059 0 6 905907 907 907 9 0 7 907 907 90 6 906905906 907906 907907 9 0 7 907907907IP PS AP CW CP CE IP IP IP IP IP IP IP IP CONSTRUCTION LIMITS CONSTRUCTION LIMITS CONSTRUCTION LIMITSSILT WORM BARRIER SILT WORM BARRIER CONSTRUCTION LIMITS HARLESTON STREET TOWNE ROADPS PS PS PS PS PS PS PS PS PS PS PS CP CP CP CP CPCP AP AP AP AP APAPPS POST-CONSTRUCTION EROSION CONTROL PLANC7.13850 Priority Way South Drive, Suite 110Indianapolis, IN 46240Phone: (317) 779-2194NO.DATEREMARKSFILENAME: DATE: JOB NO. SHEET 02/14/2023 12357 ACE HARDWAREVillage of WestClayHARLESTON STREET, CARMEL, IN 46032FILENAME: 12357_C7.0 ECN R CERTIFIED BY NOT F O R CON S T R U C TI O N 1.SEE SHEET C7.3 FOR SOILS MAP AND SOIL CHARACTERISTICS. 2.SEE SHEET C7.2 FOR EROSION CONTROL DETAILS. 3.ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO CONSTRUCTION. 4.ACCESS TO THE SITE SHALL BE RESTRICTED TO THE TO THE LOCATION AS SHOWN. NO OTHER SITE ACCESS IS AVAILABLE UNLESS THE CONTRACTOR OBTAINS APPROVAL FROM ADJACENT PROPERTY OWNER AND APPROVAL FROM THE CITY OF CARMEL MS4 OPERATOR. 5.SEE EROSION CONTROL SEQUENCE AND IMPLEMENTATION NOTES ON SHEET C7.3. 6.EROSION CONTROL MAINTENANCE - SITE TO BE INSPECTED ONCE A WEEK AND AFTER EVERY RAINFALL EVENT. MAKE REPAIRS IMMEDIATELY. 7.THE SITE IS NOT LOCATED ON OR ADJACENT TO ANY FLOODWAY/FLOOD PLAIN AREAS. 8.EROSION CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS AND UNTIL ALL DISTURBED AREAS ARE STABILIZED. 9.AREAS THAT WILL BE DISTURBED FOR MORE THAN 15 DAYS SHALL BE STABILIZED IMMEDIATELY WITH TEMPORARY SEEDING. ALL DISTURBED YARD/GRASS AREAS MUST BE STABILIZED WITH PERMANENT SEEDING MEASURES. 10.SEE SHEET C7.3 FOR GENERAL SEEDING AND SURFACE STABILIZATION PROCEDURES. 11.CONTRACTOR SHALL IMPLEMENT AND MAINTAIN ADDITIONAL EROSION CONTROL MEASURES AT REQUEST OF LOCAL AND/OR STATE STORMWATER AND EROSION CONTROL INSPECTORS. 12.SPOILS TO BE REMOVED FROM SITE, CONTRACTOR TO DETERMINE LOCATION AND COORDINATE WITH THE LOCAL EROSION CONTROL AUTHORITY. 13.THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT FROM LEAVING THE SITE. 14.SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN RECEIVING WATER. NO STORMWATER SHALL BE DISCHARGED FROM THE SITE IN A MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. 15.WASTE AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE CARRIED FROM THE SITE BY STORMWATER RUNOFF. PROPER DISPOSAL OF ALL WASTE AND UNUSED BUILDING MATERIALS IS REQUIRED. 16.PRIOR TO COMPLETION OF THE PROJECT, CONTRACTOR SHALL CLEAN OUT ALL STORM DRAINAGE STRUCTURES AND RESTORE ALL DITCHES AND BASINS TO DESIGNED GRADES. 17.ALL PROPOSED EROSION AND SEDIMENT CONTROL SHALL BE IN CONFORMANCE WITH THE CITY OF CARMEL STORMWATER MANAGEMENT ORDINANCE, LATEST EDITION. DISCREPANCIES BETWEEN THE PLANS AND THE MANUAL SHALL NOT ALLEVIATE THE CONTRACTOR FROM ADHERING TO THE REQUIREMENTS SET FORTH IN THE MANUAL. 18.ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES MAY BE REQUIRED BY IDEM OR THE CITY OF CARMEL. EROSION CONTROL NOTES STABILIZED CONSTRUCTION ENTRANCE SILT FENCE INLET PROTECTION ASPHALT PAVEMENT PERMANENT SEEDING CONCRETE PAVEMENT EROSION CONTROL BLANKET CONCRETE WASHOUT EROSION CONTROL LEGEND CW CP PS AP IP CE NOTE: COORDINATE ALL FINAL SITE FINISHES WITH LANDSCAPE PLAN SILT WORM SCALE 1" = 30' 300 60