HomeMy WebLinkAboutC7.0 PRE-CONSTRUCTION EROSION CONTROL PLANPETTIGRU DR.TAFT CIRCLE
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SOIL STOCKPILE. FINAL LOCATION TO
BE DETERMINED BY CONTRACTOR
CONSTRUCTION LIMITS
CONSTRUCTION LIMITS
CONSTRUCTION LIMITSSILT WORM BARRIER SILT WORM BARRIER
CONSTRUCTION LIMITS
HARLESTON STREET
TOWNE ROADPRE-CONSTRUCTION EROSION CONTROL PLANC7.03850 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
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CERTIFIED BY
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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
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NOTE: COORDINATE ALL FINAL SITE FINISHES WITH LANDSCAPE PLAN
SILT WORM
SCALE 1" = 30'
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