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Home My WebLink AboutC103 Erosion Control PlanCONSTRUCTION LIMITS Immo= =mom =mo -WARNING- N ING THIS SHEET TO BE USED FOR EROSION CONTROL PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. BROCCOLI BILLS 1 SEE SHEET C802 FOR ALL LEROSION CONTROL DETAILS NOTES MENI■ MN= EXISTING BLOCK "D" THE VILLAGE OF WESTCLAY SECTION 3004 THE VILLAGE CENR, PART 1 INSTRUMENT #99 -65089 PLAT CABINET 2, SLIDE 345 SLT FE\C EXSTI ORSEFERRY ROAD \G DRIVE SITE SPECIFIC CONSTRUCTION SEQUENCING FOR EROSION CONTROL The purpose of staging construction during the earthwork phase of the project is to limit the amount of ground disturbed at any given time and to control silt from the areas that are disturbed to prevent silt from leaving the site. For this reason, the following sequencing should be followed as much as possible. 1. Install construction entrance /storage area, and silt fence. 2. Place curb inlet sediment barriers around existing curb inlets. 3. Remove curbs and underdrain as specified on plans. 4. Install new curb underdrains and backfill w/ drainage fill as specified on plans. 5. Strip topsoil and stockpile. 6. Mass earthwork. 7. Construct buildings, parking lots and drives. 11. Spread topsoil and seed. POST CONSTRUCTION ACTIVITIES 1. Inspect and maintain all erosion control measures as detailed in the erosion control measures and maintenance requirements beginning immediately after installation. 2. Remove silt fencing, individual inlet protection and straw bale dams only after seeding is established in each basin to the point wher silt will not enter the ponds or storm sewer system. C:RB BRRHR ASSUMED NORTH SCALE: 1"=10' HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE 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. 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. ONTRACTOR SHALL USE EXISTING DRIVE TO THE NORTH AS A e T EMPORARY CONSTRUCTION ENTRANCE. EXISTING DRIVE SHALL BE REGULARLY CLEANED OF ALL SOIL 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 TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 7. ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT IN PLACE 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 WILL 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 #5, AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS 12. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN 0 THE FIELD BY THE HAMILTON COUNTY SURVEYOR'S OFFICE INSPECTOR. 7 ILI Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour HATCH PATTERN DENOTES TEMPORARY SEEDING HATCH PATTERN DENOTES PERMANENT SEEDING 5 ti HATCH PATTERN DENOTES EROSION CONTROL BLANKET HATCH PATTERN CONSTRUCTION ENTRANCE /STORAGE AREA CURB INLET SEDIMENT BARRIER (TYP) 0 BEEHIVE INLET PROTECTION �r��a STRAW BALES (TYP) SILTATION FENCE ,P G S TE,Q 4 No.10100357 cc j G STATE OF s' �N DI A NP C� 1111111 DA 10/30/03 THIS DRAW NG AND THE IDEAS, DESIGNS AND CONCEPTS Cr !'ITAINED HEREIN ARE THE EXCLUSIVE INTELLECT AL PROPERTY OF THE SCHNEIDER CORPORAT )N, AND ARE NOT TO BE USED OR REPRODUCE:, IN WHOLE OR IN PART, WITHOUT THE WRD EN CONSENT OF THE SCHNEIDER CORPORATION. COPYRI(;HTED BY THE SCHNEIDER CORP. (2000 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *HS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: 10/30/03 DRAWN BY: SGE CHECKED BY: JES SHEET TITLE: EROSION CONTROL PLAN 4 SHEET NO.: C 03 CONSTRUCTION LIMITS Immo= =mom =mo -WARNING- N ING THIS SHEET TO BE USED FOR EROSION CONTROL PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. BROCCOLI BILLS 1 SEE SHEET C802 FOR ALL LEROSION CONTROL DETAILS NOTES MENI■ MN= EXISTING BLOCK "D" THE VILLAGE OF WESTCLAY SECTION 3004 THE VILLAGE CENR, PART 1 INSTRUMENT #99 -65089 PLAT CABINET 2, SLIDE 345 SLT FE\C EXSTI ORSEFERRY ROAD \G DRIVE SITE SPECIFIC CONSTRUCTION SEQUENCING FOR EROSION CONTROL The purpose of staging construction during the earthwork phase of the project is to limit the amount of ground disturbed at any given time and to control silt from the areas that are disturbed to prevent silt from leaving the site. For this reason, the following sequencing should be followed as much as possible. 1. Install construction entrance /storage area, and silt fence. 2. Place curb inlet sediment barriers around existing curb inlets. 3. Remove curbs and underdrain as specified on plans. 4. Install new curb underdrains and backfill w/ drainage fill as specified on plans. 5. Strip topsoil and stockpile. 6. Mass earthwork. 7. Construct buildings, parking lots and drives. 11. Spread topsoil and seed. POST CONSTRUCTION ACTIVITIES 1. Inspect and maintain all erosion control measures as detailed in the erosion control measures and maintenance requirements beginning immediately after installation. 2. Remove silt fencing, individual inlet protection and straw bale dams only after seeding is established in each basin to the point wher silt will not enter the ponds or storm sewer system. C:RB BRRHR ASSUMED NORTH SCALE: 1"=10' HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE 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. 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. ONTRACTOR SHALL USE EXISTING DRIVE TO THE NORTH AS A e T EMPORARY CONSTRUCTION ENTRANCE. EXISTING DRIVE SHALL BE REGULARLY CLEANED OF ALL SOIL 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 TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 7. ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT IN PLACE 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 WILL 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 #5, AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS 12. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN 0 THE FIELD BY THE HAMILTON COUNTY SURVEYOR'S OFFICE INSPECTOR. 7 ILI Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour HATCH PATTERN DENOTES TEMPORARY SEEDING HATCH PATTERN DENOTES PERMANENT SEEDING 5 ti HATCH PATTERN DENOTES EROSION CONTROL BLANKET HATCH PATTERN CONSTRUCTION ENTRANCE /STORAGE AREA CURB INLET SEDIMENT BARRIER (TYP) 0 BEEHIVE INLET PROTECTION �r��a STRAW BALES (TYP) SILTATION FENCE ,P G S TE,Q 4 No.10100357 cc j G STATE OF s' �N DI A NP C� 1111111 DA 10/30/03 THIS DRAW NG AND THE IDEAS, DESIGNS AND CONCEPTS Cr !'ITAINED HEREIN ARE THE EXCLUSIVE INTELLECT AL PROPERTY OF THE SCHNEIDER CORPORAT )N, AND ARE NOT TO BE USED OR REPRODUCE:, IN WHOLE OR IN PART, WITHOUT THE WRD EN CONSENT OF THE SCHNEIDER CORPORATION. COPYRI(;HTED BY THE SCHNEIDER CORP. (2000 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *HS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: 10/30/03 PROJECT NO.: 1238.030 DRAWN BY: SGE CHECKED BY: JES SHEET TITLE: EROSION CONTROL PLAN DRAWING FILE N: \1238 \030 \DWGS \C103.DWG XREF: 030-13`.-:.DWG XREF: MIDBS.DWG XREF: 3004BS.DWG XREF: 026ERO.DWG SHEET NO.: C 03 CONSTRUCTION LIMITS Immo= =mom =mo -WARNING- N ING THIS SHEET TO BE USED FOR EROSION CONTROL PURPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. BROCCOLI BILLS 1 SEE SHEET C802 FOR ALL LEROSION CONTROL DETAILS NOTES MENI■ MN= EXISTING BLOCK "D" THE VILLAGE OF WESTCLAY SECTION 3004 THE VILLAGE CENR, PART 1 INSTRUMENT #99 -65089 PLAT CABINET 2, SLIDE 345 SLT FE\C EXSTI ORSEFERRY ROAD \G DRIVE SITE SPECIFIC CONSTRUCTION SEQUENCING FOR EROSION CONTROL The purpose of staging construction during the earthwork phase of the project is to limit the amount of ground disturbed at any given time and to control silt from the areas that are disturbed to prevent silt from leaving the site. For this reason, the following sequencing should be followed as much as possible. 1. Install construction entrance /storage area, and silt fence. 2. Place curb inlet sediment barriers around existing curb inlets. 3. Remove curbs and underdrain as specified on plans. 4. Install new curb underdrains and backfill w/ drainage fill as specified on plans. 5. Strip topsoil and stockpile. 6. Mass earthwork. 7. Construct buildings, parking lots and drives. 11. Spread topsoil and seed. POST CONSTRUCTION ACTIVITIES 1. Inspect and maintain all erosion control measures as detailed in the erosion control measures and maintenance requirements beginning immediately after installation. 2. Remove silt fencing, individual inlet protection and straw bale dams only after seeding is established in each basin to the point wher silt will not enter the ponds or storm sewer system. C:RB BRRHR ASSUMED NORTH SCALE: 1"=10' HOLEY MOLEY SAYS "DON'T DIG BLIND" "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE 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. 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. ONTRACTOR SHALL USE EXISTING DRIVE TO THE NORTH AS A e T EMPORARY CONSTRUCTION ENTRANCE. EXISTING DRIVE SHALL BE REGULARLY CLEANED OF ALL SOIL 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 TWO WEEKS, THE DISTURBED AREAS SHALL BE TEMPORARILY SEEDED. 7. ALL STORM SEWER INLET PROTECTION DEVICES SHALL BE PUT IN PLACE 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 WILL 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 #5, AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS 12. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN 0 THE FIELD BY THE HAMILTON COUNTY SURVEYOR'S OFFICE INSPECTOR. 7 ILI Existing Storm Sewer New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer Existing Contour HATCH PATTERN DENOTES TEMPORARY SEEDING HATCH PATTERN DENOTES PERMANENT SEEDING 5 ti HATCH PATTERN DENOTES EROSION CONTROL BLANKET HATCH PATTERN CONSTRUCTION ENTRANCE /STORAGE AREA CURB INLET SEDIMENT BARRIER (TYP) 0 BEEHIVE INLET PROTECTION �r��a STRAW BALES (TYP) SILTATION FENCE ,P G S TE,Q 4 No.10100357 cc j G STATE OF s' �N DI A NP C� 1111111 DA 10/30/03 THIS DRAW NG AND THE IDEAS, DESIGNS AND CONCEPTS Cr !'ITAINED HEREIN ARE THE EXCLUSIVE INTELLECT AL PROPERTY OF THE SCHNEIDER CORPORAT )N, AND ARE NOT TO BE USED OR REPRODUCE:, IN WHOLE OR IN PART, WITHOUT THE WRD EN CONSENT OF THE SCHNEIDER CORPORATION. COPYRI(;HTED BY THE SCHNEIDER CORP. (2000 Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *HS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering