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HomeMy WebLinkAboutLucas Sheet 5 ESCP 13-Jun-20192 2 2 2 2 2 1 3 4 6 5 6 5 5 5 5 6 6 6 6 6 DO NOT DISTURB DO NOT DISTURB DO NOT DISTURB DO NOT DISTURB DO NOT DISTURB CONSTRUCTION LIMTS (DISTURBED AREA = 2.5 AC) CONSTRUCTION LIMTS (DISTURBED AREA = 2.5 AC) CONSTRUCTION LIMTS (DISTURBED AREA = 2.5 AC) DO NOT DISTURB 5 6 6 TEMPORARY STONE CONSTRUCTION DRIVE - SEE PLOT PLAN 10 TEMPORARY SOIL STOCKPILE AREA (ENTER AND EXIT AREA FROM WEST SIDE) 2 2 2 7 8 9 STAGING AREA 3 SF SF SF SF SF SFSFSFSFDO NOT DISTURB S F S F SFSFSF SF SF SF SF SF S F SF SF SF SFSFSFSF S F SF SFSFSFSF SFS F S F S F SF SF SF SF S F SF SF SFSFSF SFSFSFSF SF SF SFSFSFSFSF SFSFSF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSF 2 5 6 6 6 5 3 3 11 11 11 12 12 12 12 12 13 REVISIONS AND ISSUESW170425PREPARED FOR: PROJECT NO. SHEET NO.CHECKED BY:DRAWN BY:WAC FIELD BY:DWG NAME:PROJECT NO.:W170325DATE BY September 5, 2017DATE: AG SECTION 3, TOWNSHIP 17 NORTH, RANGE 3 EAST, CLAY TOWNSHIP, HAMILTON COUNTY, INDIANA.LUCAS FAMILY LIVING TRUST1201 W. 116TH ST., CARMEL, INDIANA 46032EROSION AND SEDIMENT CONTROL PLAN PLANOF 13 5.0 W S N E ENGINEERS 317 | 846 - 6611800 | 452 - 6408317 | 843 - 0546 faxWEIHELandSurveying|CivilEngineering Landscape ArchitectureALLAN H. WEIHE, P.E., L.S. - FOUNDER10505 N. College AvenueIndianapolis, Indiana 46280weihe.netBuild with confidence. SM© 2017 WEIHE ENGINEERS, INC.W170325sv.dwgBK Know what's below. before you dig.Call R EROSION CONTROL KEYNOTES CONSTRUCTION ENTRANCE SILT FENCE RIPRAP AT END-SECTION ON GEOTEXTILE FABRIC BANK EMERGENCY OVERFLOW WEIR WITH RIPRAP ON GEOTEXTILE FABRIC - SEE DETAIL SHEET 8.0 NAG S75 OR EQUAL EROSION CONTROL BLANKET WITH SEEDING TEMPORARY AND PERMANENT SEED/SOD AREA PLACE TEMPORARY 36" WIDE X 24" HIGH X 72" LENGTH WASHED STONE CHECK DAM UPSTREAM OF POND OUTLET. REMOVE CHECK DAM AND INSTALL RIPRAP FOLLOWING FINAL GRADING, SEEDING AND BLANKETING OF THE POND AREA. SEED AND BLANKET STORM SEWER TRENCH AREA INSTALL AND MAINTAIN DANDY BAG INLET PROTECTION DEVICES. REMOVE BAGS FOLLOWING PAVING, SEEDING AND BLANKETING. CONCRETE WASHOUT NAG S150 OR EQUAL EROSION CONTROL BLANKET WITH SEEDING. CENTER 6.67 FT WIDTH ROLL ON SWALE FLOWLINE AND SECURE WITH MANUFACTURER RECOMMENDED ANCHORING SYSTEM. PROTECT ALL YARD DRAINS FROM SEDIMENT (TYPICAL). PLACE FILTER SOCK OR SIMILAR DEVICE UPSTREAM IN SWALE AND FULLY SURROUND SAG INLETS. RIPRAP SCOUR PROTECTION REQUIRED AT DRAIN OUTLET - 36X36 IN SQUARE RIPRAP AREA AT 12" DEPTH ON GEOTEXTILE FABRIC. PROVIDED HDPE END SECTION. CONTACT PERSON FOR EROSION CONTROL & SEDIMENT PRACTICES HOSS HOMES 11825 BROADWAY STREET INDIANAPOLIS, IN 46236 TELEPHONE: (317) 823-9788 CONTACT PERSON: STEVE HOSS EROSION CONTROL NOTES 1. ALL DISTURBED AREAS SHALL BE SODDED OR SEEDED, EXCEPT BUILDING PAD AND LANDSCAPE BEDS. SEE LANDSCAPE PLANS FOR LOCATION OF LANDSCAPE BEDS. 2. INSTALL SILT FENCE ALONG ALL DOWNSTREAM SLOPES. SILT FENCE TO FOLLOW CONTOUR. 3. THERE SHALL BE NO DIRT, DEBRIS OR STORAGE OF MATERIAL IN THE STREET. EROSION CONTROL SPECIFICATIONS 1. THIS PLAN IS DESIGNED AS AN ATTEMPT TO PREVENT ANY AND ALL SEDIMENT FROM LEAVING THE CONSTRUCTION SITE BY WAY OF EROSION. IF EROSION OF SEDIMENT FROM THE SITE IS TAKING PLACE, THE CONTRACTOR AND/OR OWNER SHALL TAKE PREVENTATIVE ACTION IMMEDIATELY. THE ENGINEER SHALL BE CONSULTED IN THE EVENT THIS HAPPENS. 2. TEMPORARY SEEDING IS TO BE APPLIED TO ANY DISTURBED AREA THAT WILL REMAIN UNALTERED IN EXCESS OF 15 DAYS. 3. PERMANENT SEEDING IS TO BE APPLIED IMMEDIATELY TO AREAS THAT HAVE ACHIEVED FINAL AND FINISHED GRADE. 4. PRESERVE EXISTING VEGETATION ON THE SITE WHENEVER AND WHEREVER POSSIBLE TO PREVENT TOPSOIL EROSION. 5. ALL SEDIMENT CAPTURING MEASURES SHALL BE IMPLEMENTED PRIOR TO THE DISTURBANCE OF THE CONSTRUCTION AREA THEY ARE INTENDED TO SERVICE. ALL EROSION CONTROL MEASURES PROPOSED ARE TO BE PROPERLY MAINTAINED TO CONTINUE THEIR EFFECTIVENESS. 6. IF GRADING OCCURS DURING THE MONTHS OF DECEMBER, JANUARY OR FEBRUARY DORMANT SEEDING PROCEDURES SHALL BE USED. 7. DURING DRY WEATHER, KEEP LAWNS WATERED WITH SPRINKLERS OR OTHER APPROVED METHODS. RESEED ANY AREAS NOT GERMINATING OR DAMAGED AT INTERVALS AS MAY BE REQUIRED ACCORDING TO SEASONAL CONDITION AND/OR CONSTRUCTION ACTIVITY. WATER GRASS AND EXECUTE NECESSARY WEEDING UNTIL FULL STAND OF GRASS HAS BEEN OBTAINED. 8. THE IMPLEMENTATION AND MAINTENANCE OF THE EROSION CONTROL IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER. 9. IT SHALL BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO MINIMIZE SEDIMENTATION (FROM ON-SITE CONSTRUCTION ACTIVITIES) FROM BEING DEPOSITED ONTO ADJACENT PROPERTIES AND RECEIVING STREAMS/DITCHES IN STRICT COMPLIANCE WITH "RULE 5" (327 IAC 15-5, CONSTRUCTION ACTIVITY STORM WATER RUNOFF CONTROL). IT SHALL ALSO BE THE CONTRACTOR'S AND/OR OWNER'S RESPONSIBILITY TO OBTAIN ANY APPROVALS REQUIRED FROM THE LOCAL AUTHORITY AND TO SUBMIT A COMPLETE NOTICE OF INTENT LETTER TO THE OFFICE OF WATER MANAGEMENT, INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY CONSTRUCTION ACTIVITY. 10. FOR SEASONAL VARIATIONS - SEE SEASONAL SOIL PROTECTION CHART IN THESE PLANS. 11. PORTABLE TOILETS MUST BE ANCHORED. ESCP LEGEND - EROSION CONTROL BLANKET WITH SEEDING - USE S150BN BIO-NET AS SUPPLIED BY NORTH AMERICAN GREEN OR APPROVED EQUAL - TEMPORARY/PERMANENT SEED AREAS RIPRAP EROSION CONTROL SILT FENCING - LIMITS OF DISTURBANCE (CONSTRUCTION LIMITS) SF SF GENERAL STAPLE RECOMMENDATIONS FOR EROSION CONTROL BLANKET 1. STAPLE PATTERNS PROVIDED APPLY TO ALL NORTH AMERICAN GREEN EROSION CONTROL BLANKETS. 2. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL. 3. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. 4. CHANNEL LININGS REQUIRE A 2.0' MINIMUM OVERLAP AT LONGITUDINAL JOINTS. 5. SIDESLOPES SHALL REQUIRE A 6" MINIMUM OVERLAP. WHERE OVERLAPS OCCUR, THE UPSTREAM BLANKET SHALL OVERLAP THE DOWNSTREAM. 6. IF OTHER THAN NORTH AMERICAN GREEN EROSION CONTROL BLANKETS ARE INSTALLED FOLLOW THE INSTALLATION DIRECTIONS RECOMMENDED BY THAT PRODUCTS COMPANY. Brady Kuhn, RLS #2050007 September 03, 2017 1 2 3 4 5 6 OUTLET CONTROL STRUCTURE STORMWATER DISCHARGE CLAY CREEK FLOW LINE EXTENT OF CLAY CREEK FLOODPLAIN POND BANK EMERGENCY OVERFLOW WEIR 7 8 9 10 CONTRACTOR TO REVIEW ADDITIONAL REQUIREMENTS FOR STORM WATER DISCHARGE TO CLAY CREEK AS DESCRIBED IN IDEM SECTION 401 WQC REGIONAL GENERAL PERMIT NOTIFICATION - IDEM# 2017-890-29-JBT-X ISSUED FOR CONSTRUCTION 18-DEC-2017 WACAMEND #1 - MOUNDING AND POND RELOCATION 07-DEC-2018 WACAMEND #2 - REPLACE TURNAROUND WITH PARKING COURT 21-MAR-2019 WACAMEND #3 - INCORPORATE POOL DECK AND CABANA 12-APR-2019 WACCARMEL RESUBMITTAL 15-MAY-2019 WAC11 CARMEL REVIEW RESPONSE 10-JUN-2019 WAC12 13 07/01/19 Mike Sheeks