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Home My WebLink About041-99 SP VOWC Sec 3004 Erosion Control.3rn Cn M Q CU 0 T ti ci a 0) a i v a 0 c� Cu N L 1.1 F I FOR CONTINUATION SEE SHEET C105 E I 4 5 I 6 1 7 A {1\ ASSUMED NORTH 11 1 SCALE: 1"=50' 1•ta , 9C) `I A M. 10 ASSUMED NORTH SCALE: 1 "=50 0 50' WARNING 12 13 14 O 1 _ I .'t t f \ \ RIP RAP \ \ rT t l� THIS SHEET TO BE USED FOR EROSION CONTROL URPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. SEE SHEET C107 FOR ALL EROSION CONTROL DETAILS & NOTES 1 �� . 15 I I! 4 I:A\ HATCH PATTERN DENOTES TEMPORARY SEEDING HATCH PATTERN DENOTES PERMANENT SEEDING HATCH PATTERN DENOTES EROSION CONTROL BLANKET 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. 11::1=4a0�1:11\rl h I,- TBM 144 USGS BENCHMARK CUT 'X' NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 EROSION CONTROL AND SEQUENCING 1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES, M 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. K 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 6 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 SILTAT•ON OF THE STREETS AND STORM SEWERS WALL 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 15, AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS H 12. THE INSPECTOR HAS THE AUTHORITY TO REQUEST ADDITIONAL EROSION CONTROL MEASURES OR AMEND EROSION CONTROL PLANS SUBJECT TO ACTUAL SITE CONDITIONS. Revisions 1. BET, 04/28/99, REVISED PER TAC COMMENTS A F ``\\\\`\\a�utttuW ulurrruirnrrrrr��/` \1 H L q S . � STER' No. 9800085 70 STATE OF ' cx— CERTIFIED BYoil/ /,,/ S-5 THIS DRAWNC AND THE REAS, DESIGNS ANO CONCEPTS CONTAWED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SO4CW CORPORATION AND ARE NOT TO BE USED OR REPRCOUCED IN *40LE OR iN p PART, WTHOUT THE WTTEN CONSENT OF THE 5CH11DDER CORPORATION. 1999, The Schneider Corporation r''r The Sodmeidff Corfwation, LJ 12726 Hamilton Crossing Blvd. Engineering Carmel, Indiana Surveying 46032 Landscape Architecture 317-574-3797 GIS * LIS 317-574-3799 Fax Geology Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & .Assoc. BREWCK DEVEWPMENT CO. Village of WestClay Section 3004 EROSION CONTROL PLAN Date Project No. Drawn Approv, 03/19/99 1238.3004 BET, MG Computer Files Sheet No. a J:\1238\3004\DWGS\C106.DWG XREF: 3004BS.DWG, 1005BS.DWG XREF: 100685.DWG, 10096S.DWG XREF: 1201BS.DW`G, MiD—BS.DWG XREF; MID—BS—E.DWG, CA9.DWG, CA10.DWG XREF: CA12.DWG, CA13,DWG (Z) U i— L.LJ LLJ i.� W V) '; :.•. Of U I O F I FOR CONTINUATION SEE SHEET C105 E I 4 5 I 6 1 7 A {1\ ASSUMED NORTH 11 1 SCALE: 1"=50' 1•ta , 9C) `I A M. 10 ASSUMED NORTH SCALE: 1 "=50 0 50' WARNING 12 13 14 O 1 _ I .'t t f \ \ RIP RAP \ \ rT t l� THIS SHEET TO BE USED FOR EROSION CONTROL URPOSES ONLY. FOR ANY OTHER INFORMATION SEE DEVELOPMENT PLAN. SEE SHEET C107 FOR ALL EROSION CONTROL DETAILS & NOTES 1 �� . 15 I I! 4 I:A\ HATCH PATTERN DENOTES TEMPORARY SEEDING HATCH PATTERN DENOTES PERMANENT SEEDING HATCH PATTERN DENOTES EROSION CONTROL BLANKET 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. 11::1=4a0�1:11\rl h I,- TBM 144 USGS BENCHMARK CUT 'X' NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. ±100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION — 893.39 EROSION CONTROL AND SEQUENCING 1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES, M 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. K 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 6 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 SILTAT•ON OF THE STREETS AND STORM SEWERS WALL 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 15, AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS H 12. THE INSPECTOR HAS THE AUTHORITY TO REQUEST ADDITIONAL EROSION CONTROL MEASURES OR AMEND EROSION CONTROL PLANS SUBJECT TO ACTUAL SITE CONDITIONS. Revisions 1. BET, 04/28/99, REVISED PER TAC COMMENTS A F ``\\\\`\\a�utttuW ulurrruirnrrrrr��/` \1 H L q S . � STER' No. 9800085 70 STATE OF ' cx— CERTIFIED BYoil/ /,,/ S-5 THIS DRAWNC AND THE REAS, DESIGNS ANO CONCEPTS CONTAWED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SO4CW CORPORATION AND ARE NOT TO BE USED OR REPRCOUCED IN *40LE OR iN p PART, WTHOUT THE WTTEN CONSENT OF THE 5CH11DDER CORPORATION. 1999, The Schneider Corporation r''r The Sodmeidff Corfwation, LJ 12726 Hamilton Crossing Blvd. Engineering Carmel, Indiana Surveying 46032 Landscape Architecture 317-574-3797 GIS * LIS 317-574-3799 Fax Geology Formerly Schneider Engineering Corp. / Bohlen, Meyer, Gibson & .Assoc. BREWCK DEVEWPMENT CO. Village of WestClay Section 3004 EROSION CONTROL PLAN Date Project No. Drawn Approv, 03/19/99 1238.3004 BET, MG Computer Files Sheet No. a J:\1238\3004\DWGS\C106.DWG XREF: 3004BS.DWG, 1005BS.DWG XREF: 100685.DWG, 10096S.DWG XREF: 1201BS.DW`G, MiD—BS.DWG XREF; MID—BS—E.DWG, CA9.DWG, CA10.DWG XREF: CA12.DWG, CA13,DWG