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HomeMy WebLinkAbout06-97.erosioncontrolUD N Ln Ln 0 M CD 0 0 m 0 v i v m to c� 3 O .-1 a M L K JI HI GI F EI [7 CI a AI , � — WARNING— � THIS SHEET TO BE USED FOR EROSION CONTROL I PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE I'1FVFI (IPMFNT PI AN SEE SHEET C104 FOR ALL EROSION CONTROL DETAILS & NOTES 1 * — SEE CHART FOR MAINTENANCE REQUIREMENTS 2 1 3 1 4 1 5 * * LANDUSE * * EXISTING SITE IS TEMPORARY SEEDED WITH RESIDENTIAL TO THE NORTH AND COMMERICAL TO THE EAST, WEST AND SOUTH. ** SOIL TYPE ** Soil maps from the United States Department of Agriculture, Soil Conservation Service, identify Brookston and Crosby type soils on the subject property. Brookston, (Br) is associated with deep, very poorly drained soil with moderate permeability, Crosby (CrA) is associated with deep, somewhat poorly drained soil with slow permeability. 6 1 7 1 g 1 g 1 10 12 HOLEY HOLEY SAYS DON'T DIG BLIND" 1- 800 - 382 -5544 CALL TOLL FREE 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF INDIANA PER INDIANA STATE LAW IS-69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ASSUMED NORTH SCALE: 1" = 30' * *NOTE ** SOIL STOCKPILES NOT NEEDED BECAUSE OF DIRT BALANCE. EROSION CONTROL SCHEDULE • ' '. . HATCH PATTERN DENOTES TEMPORARY SEEDING EROSION CONTROL MEASURE HATCH MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE PRIOR TO CLEARING AND GRADING AS NEEDED SILT FENCE PRIOR TO CLEARING AND GRADING WEEKLY AFTER STORM EVENTS AND AS NEEDED EXISTING INLET PROTECTION PRIOR TO CLEARING AND GRADING WEEKLY AFTER STORM EVENTS AND AS NEEDED TREE PROTECTION PRIOR TO CLEARING AND GRADING WEEKLY AFTER STORM EVENTS AND AS NEEDED TEMPORARY DIVERSIONS ALONG WITH ROUGH GRADING WEEKLY AFTER STORM EVENTS AND AS NEEDED TEMPORARY SEEDING AFTER ROUGH GRADING WATER AS NEEDED PERMANENT SEEDING AFTER FINISH GRADING WATER AS NEEDED EROSION CONTROL MATTING AFTER FINISH GRADING WEEKLY AFTER STORM EVENTS AND AS NEEDED STRAW BALES AFTER FINISH GRADING WEEKLY AFTER STORM EVENTS AND AS NEEDED INLET PROTECTION AFTER EACH INLET IS PLACED WEEKLY AFTER STORM EVENTS AND AS NEEDED SEED SOD & LANDSCAPE AROUND AFTER FINISHED GRADING AROUND FINISHED UNITS WATER AS NEEDED UNITS FINISHED REMOVAL OF STRAW BALES AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED N A REMOVAL OF INLET PROTECTION AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED N A REMOVAL OF SILT FENCE AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED I N/A * — SEE CHART FOR MAINTENANCE REQUIREMENTS 2 1 3 1 4 1 5 * * LANDUSE * * EXISTING SITE IS TEMPORARY SEEDED WITH RESIDENTIAL TO THE NORTH AND COMMERICAL TO THE EAST, WEST AND SOUTH. ** SOIL TYPE ** Soil maps from the United States Department of Agriculture, Soil Conservation Service, identify Brookston and Crosby type soils on the subject property. Brookston, (Br) is associated with deep, very poorly drained soil with moderate permeability, Crosby (CrA) is associated with deep, somewhat poorly drained soil with slow permeability. 6 1 7 1 g 1 g 1 10 12 HOLEY HOLEY SAYS DON'T DIG BLIND" 1- 800 - 382 -5544 CALL TOLL FREE 1- 800 - 428 -5200 FOR CALLS OUTSIDE OF INDIANA PER INDIANA STATE LAW IS-69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. ASSUMED NORTH SCALE: 1" = 30' * *NOTE ** SOIL STOCKPILES NOT NEEDED BECAUSE OF DIRT BALANCE. UTILITIES GAS ELECTRIC INDIANA GAS COMPANY INDIANAPOLIS POWER dt UGHT P.O. BOX 1700 25 MONUMENT CIRCLE NOBLESVILLE, IN 46060 INDIANAPOLIS, IN 46206 (317) 776 -5531 (317) 261 -5264 AMERITECH CARMEL CITY ENGINEER 5858 NORTH COLLEGE AVENUE 1 CIVIC SQUARE INDIANAPOUS, IN 46220 CARMEL, IN 46032 (317) 252 -4265 (317) 571 -2441 CABLE TV STREETS JONES INTERCABLE CARMEL CITY ENGINEER 516 EAST CARMEL DRIVE 1 CIVIC SQUARE CARMEL, IN 46032 CARMEL, IN 46032 (317) 848 -4726 (317) 571 -2441 WATER SANITARY SEWER CARMEL CITY UTIUTIES CARMEL CITY UTILITIES 1 CIVIC SQUARE 1 CIVIC SQUARE CARMEL, IN 46032 CARMEL, IN 46032 (317) 571 -2442 (317) 571 -2442 UTIUTY HOTLINE: WITHIN INDIANA 1- 800 - 382 -5544 OUTSIDE INDIANA 1- 80D- 428 -5200 The size and location of utilities are per plans and locations provided b the respective Witt companies. All utlity companies shall be notified prior To any excavation for field location of services. 13 14 15 EROSION CONTROL AND SEQUENCING 1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES, SILT TRAPS, TREE PROTECTION AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION ENTRANCE OR SOME OTHER DEVISE PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED INTO EXISTING ROADWAYS. 3. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING IS DONE. INSTALL SILT TRAPS, SILT FENCES, SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE 4. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE ARE COMPLETED. 5. PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. 6. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR MORE THAN M WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 7. ALL STORM SEINER INLET PROTECTION DEVICES SHALL BE PUT IN PUCE AT THE TIME EACH INLET IS CONSTRUCTED. 8. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WLL NO LONGER OCCUR. 9. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. 10. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS 11. EROSION CONTROL TO COMPLY WITH INDIANA 327 IAC AND RULE A AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS 12. THE CITY ENGINEER HAS THE AUTHORITY TO REQUEST ADDITIONAL EROSION CONTROL MEASURES OR AMEND EROSION CONTROL PUNS SUBJECT TO ACTUAL SITE CONDITIONS. Revisions CERTIFIED BY 116 O AV= AND TIE KA OEM AND 0011 V1S OONTAM HM AM TINE EXCLIM MMLMM& PROPERTY OF SCHEMER 900 ft cORPORAIKN AND ARE NOT M BE USED OR REPROOUOLD IN IA410LE Olt N PART, MMff THE VaM MWDIT OF S #M= o16 MMINC OOMWATM ©1996, Schneider Engineering Corporation him, Ir En. mrnig LW_.J C o tion 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 Landscape Architecture 317 -898 -8282 GIS • US 317- 899 -8010 Fax Geology A Partnered Entity with Bohlen, Meyer, Gibson & Associates, Incorporated KMIT TVE COlOI[ONS, INC. CARMEL CENTERPODM CARM INDIANA EROSION CONTROL PLAN Date Project No. FBGG n Approv. 11 20 96 911.34 Computer Files t No. J: \911\pWGS \34 \Cf03 (C 1L ®3 9 TI ?AaUn1kqn • ' '. . HATCH PATTERN DENOTES TEMPORARY SEEDING ':'• �•�. • HATCH PATTERN DENOTES PERMANENT SEEDING HATCH PATTERN DENOTES EROSION CONTROL BLANKET CURB INLET SEDIWENT BARRIER (TYP) SILT FENCE STRAW BALES (TYP) UTILITIES GAS ELECTRIC INDIANA GAS COMPANY INDIANAPOLIS POWER dt UGHT P.O. BOX 1700 25 MONUMENT CIRCLE NOBLESVILLE, IN 46060 INDIANAPOLIS, IN 46206 (317) 776 -5531 (317) 261 -5264 AMERITECH CARMEL CITY ENGINEER 5858 NORTH COLLEGE AVENUE 1 CIVIC SQUARE INDIANAPOUS, IN 46220 CARMEL, IN 46032 (317) 252 -4265 (317) 571 -2441 CABLE TV STREETS JONES INTERCABLE CARMEL CITY ENGINEER 516 EAST CARMEL DRIVE 1 CIVIC SQUARE CARMEL, IN 46032 CARMEL, IN 46032 (317) 848 -4726 (317) 571 -2441 WATER SANITARY SEWER CARMEL CITY UTIUTIES CARMEL CITY UTILITIES 1 CIVIC SQUARE 1 CIVIC SQUARE CARMEL, IN 46032 CARMEL, IN 46032 (317) 571 -2442 (317) 571 -2442 UTIUTY HOTLINE: WITHIN INDIANA 1- 800 - 382 -5544 OUTSIDE INDIANA 1- 80D- 428 -5200 The size and location of utilities are per plans and locations provided b the respective Witt companies. All utlity companies shall be notified prior To any excavation for field location of services. 13 14 15 EROSION CONTROL AND SEQUENCING 1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES, SILT TRAPS, TREE PROTECTION AND INLET PROTECTION FOR EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING OR STRIPPING. 2. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION ENTRANCE OR SOME OTHER DEVISE PRIOR TO THE START OF EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED INTO EXISTING ROADWAYS. 3. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, INCLUDING REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. WHENEVER FEASIBLE, NATURAL VEGETATION SHALL BE RETAINED AND PROTECTED. AS GRADING IS DONE. INSTALL SILT TRAPS, SILT FENCES, SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES AT APPROPRIATE LOCATIONS TO KEEP SEDIMENT CONTAINED ON SITE 4. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS, THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE DIFFERENT AREAS OF THE SITE ARE COMPLETED. 5. PERMANENT AND FINAL VEGETATION OR STRUCTURAL EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS PRACTICAL UNDER THE CIRCUMSTANCES. 6. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUCTION ACTIVITY IS TO CEASE FOR MORE THAN M WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 7. ALL STORM SEINER INLET PROTECTION DEVICES SHALL BE PUT IN PUCE AT THE TIME EACH INLET IS CONSTRUCTED. 8. THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL SILTATION OF THE STREETS AND STORM SEWERS WLL NO LONGER OCCUR. 9. ONCE ONSITE EROSION AND SILTATION OF THE STREETS AND STORM SEWERS WILL NO LONGER OCCUR, THE CONTRACTOR SHALL REMOVE AND DISPOSE OF THE TEMPORARY EROSION CONTROL DEVICES. 10. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR SPECIFIC NOTES AND ADDITIONAL DETAILS 11. EROSION CONTROL TO COMPLY WITH INDIANA 327 IAC AND RULE A AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS 12. THE CITY ENGINEER HAS THE AUTHORITY TO REQUEST ADDITIONAL EROSION CONTROL MEASURES OR AMEND EROSION CONTROL PUNS SUBJECT TO ACTUAL SITE CONDITIONS. Revisions CERTIFIED BY 116 O AV= AND TIE KA OEM AND 0011 V1S OONTAM HM AM TINE EXCLIM MMLMM& PROPERTY OF SCHEMER 900 ft cORPORAIKN AND ARE NOT M BE USED OR REPROOUOLD IN IA410LE Olt N PART, MMff THE VaM MWDIT OF S #M= o16 MMINC OOMWATM ©1996, Schneider Engineering Corporation him, Ir En. mrnig LW_.J C o tion 3020 North Post Road Engineering Indianapolis, Indiana Surveying 46226 -0068 Landscape Architecture 317 -898 -8282 GIS • US 317- 899 -8010 Fax Geology A Partnered Entity with Bohlen, Meyer, Gibson & Associates, Incorporated KMIT TVE COlOI[ONS, INC. CARMEL CENTERPODM CARM INDIANA EROSION CONTROL PLAN Date Project No. FBGG n Approv. 11 20 96 911.34 Computer Files t No. J: \911\pWGS \34 \Cf03 (C 1L ®3 9