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M -..-.- ..-.-.-.-.-.-.- ...-. -.. -. 896.2 .ti ...NSA, �'.� • ." .r_s,.�•� f- . • , — . .... ........ -.. -.. .. . �1 �� •►•• _ .p�� is i r - w : . .. ....... .... . . . .... =� '� G . ........ .. .. ... ..: . .. .•_._ -_ _ - _ - - -_- •- .- .- _ - - - -- -_ -_ r,.�_� +'�- �.f�' "�" y': �" ` �.�� °• _• _ _ _ _ _ _ _ _ 1 ' . . . . . . . . . . . . . . . . . . . --------- .................. - _ _ _ 1 I I 895.11 �-�- --------------- - -�j`� ,� z_ � {- ----- ;...... FOR CONTINUATION SEE SHEET C103 T I� 1 11 I 5, 1 8g5.4 --- --- - - - -- - EXISTING ELLIOT CREEK Dili ♦ • ■ r r w " , • T' ',�� °''it POND i '` STING XI NG THE L NE `ti, E LINE f3 OPE IELD C-3 (MINI AL ETATIPN) F? r ,$ 3 f3 _. C3 0 0 C3 EXISTING VEGETATION NO SCALE NOTE: ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY INSPECTOR. - � WARNING 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 ASSUMED NORTH IT SIAG NSTSTHE LAW TO EXCAVATE WITHOUT SCALE: 1"=50' LOCATIONNS RVI EG WE UNDERGROUND SCALE: DAYS BEFORE COMMENCING WORK. TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. f100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION - 893.39 ILIF� -- -0 - -- Existing Storm Sewer — --0 — New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer 000 - - - -. _ - ..__... _. Existing Contour - ... x �.. % �HIS SHEET TO BE USED FOR EROSION CONTROL HATCH PATTERN DENOTES TEMPORARY SEEDING P POSES ONLY. FOR ANY OTHER INFORMATION SEE - - - DEVELOPMENT PLAN. .. ,_ HATCH PATTERN DENOTES PERMANENT SEEDING STRUCTION 4MITS �� ; %f �. HATCH PATTERN DENOTES EROSION CONTROL BLANKET � � CURB INLET SEDIMENT BARRIER (TYP) A \ , SEE SHEET C802 FOR ALL R O S I O N CONTROL DETAILS & NOTES BEEHIVE INLET PROTECTION STRAW BALES (TYP) TE: TR ES ' BRUSH ETC. TO BE REMOVED ALONG -- SILTATION FENCE ELLIOT CREEK PER DIRECTION OF REPRESENTATIVE TREE PRESERVATION AREA ''`' "rRlS OF HAMILTON COUNTY SURVEYOR'S OFFICE. ra U 1-= 0 UjZo 0 U \`���,.o��p K. SE ,; %.,,,���� P,.... 0iy er No. .. 9500028 �o'.. STATE OF :a a t DATE: 6 d THIS DRAWING AND THE IDEAS, DE GNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2003 Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: cnzrqMRII . WCYHISS LIZ DRAWN BY CHECKED BY: EROSION CONTROL AND SEQUENCING 1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES, PLAN DRAWING FILES: SILT TRAPS, TREE PROTECTION AND INLET PROTECTION FOR XREF: 9001 9006- ERO.DWG z EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING XREF: 1503BS.DWG �! X XREF: CA19.DWG, CA20.DWG 2. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION W A ENTRANCE OR SOME OTHER DEVISE PRIOR TO THE START OF U U U EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED INTO EXISTING ROADWAYS. ,.,__._._._ -_. 3. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, ST AIG - - -� ---loot 54950.9.. so U /! MINIMIZE EROSION. NATURAL VEGETA 1 )Fi At'RF.S_ VEGETATION SHALL BE RETAINED AND PROTECTED. AS (N GRADING IS DONE, INSTALL SILT TRAPS, SILT FENCES, SLOPE /\ . . L j--� 0 p (' Q SEDIMENT CONTAINED ON SITE. 4. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW STRAIGHT MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER w _ COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS, _ THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE REE LINE 892.7 \. 5. PERMANENT AND FINAL VEGETATION OR STRUCTURAL 91.6 f , 7� ( t�••.._.57859.5 SQ 1`1. - 133 ACRES ,; --- --- - - - -- - EXISTING ELLIOT CREEK Dili ♦ • ■ r r w " , • T' ',�� °''it POND i '` STING XI NG THE L NE `ti, E LINE f3 OPE IELD C-3 (MINI AL ETATIPN) F? r ,$ 3 f3 _. C3 0 0 C3 EXISTING VEGETATION NO SCALE NOTE: ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY INSPECTOR. - � WARNING 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 ASSUMED NORTH IT SIAG NSTSTHE LAW TO EXCAVATE WITHOUT SCALE: 1"=50' LOCATIONNS RVI EG WE UNDERGROUND SCALE: DAYS BEFORE COMMENCING WORK. TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. f100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION - 893.39 ILIF� -- -0 - -- Existing Storm Sewer — --0 — New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer 000 - - - -. _ - ..__... _. Existing Contour - ... x �.. % �HIS SHEET TO BE USED FOR EROSION CONTROL HATCH PATTERN DENOTES TEMPORARY SEEDING P POSES ONLY. FOR ANY OTHER INFORMATION SEE - - - DEVELOPMENT PLAN. .. ,_ HATCH PATTERN DENOTES PERMANENT SEEDING STRUCTION 4MITS �� ; %f �. HATCH PATTERN DENOTES EROSION CONTROL BLANKET � � CURB INLET SEDIMENT BARRIER (TYP) A \ , SEE SHEET C802 FOR ALL R O S I O N CONTROL DETAILS & NOTES BEEHIVE INLET PROTECTION STRAW BALES (TYP) TE: TR ES ' BRUSH ETC. TO BE REMOVED ALONG -- SILTATION FENCE ELLIOT CREEK PER DIRECTION OF REPRESENTATIVE TREE PRESERVATION AREA ''`' "rRlS OF HAMILTON COUNTY SURVEYOR'S OFFICE. ra U 1-= 0 UjZo 0 U \`���,.o��p K. SE ,; %.,,,���� P,.... 0iy er No. .. 9500028 �o'.. STATE OF :a a t DATE: 6 d THIS DRAWING AND THE IDEAS, DE GNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2003 Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering PROJECT NO.: cnzrqMRII . WCYHISS LIZ DRAWN BY CHECKED BY: EROSION CONTROL AND SEQUENCING 1. CONTRACTOR SHALL INSTALL ALL REQUIRED SILT FENCES, PLAN DRAWING FILES: SILT TRAPS, TREE PROTECTION AND INLET PROTECTION FOR XREF: 9001 9006- ERO.DWG z EXISTING INLETS PRIOR TO THE START OF ANY EARTH MOVING XREF: 1503BS.DWG XREF: CA13.DWG, CA14.DWG OR STRIPPING. XREF: CA19.DWG, CA20.DWG 2. CONTRACTOR SHALL INSTALL A STONE CONSTRUCTION W A ENTRANCE OR SOME OTHER DEVISE PRIOR TO THE START OF U U U EARTHWORK AS NECESSARY TO PREVENT SOIL FROM BEING TRACKED OR WASHED INTO EXISTING ROADWAYS. ,.,__._._._ -_. 3. LAND ALTERATIONS WHICH STRIP THE LAND OF VEGETATION, ST AIG - - -� ---loot DIN6�, BE DONE THAT WILL R CR P MINIMIZE EROSION. NATURAL VEGETA VEGETATION SHALL BE RETAINED AND PROTECTED. AS (N GRADING IS DONE, INSTALL SILT TRAPS, SILT FENCES, SLOPE DRAINS, TEMPORARY DIVERSIONS AND OTHER RUNOFF CONTROL MEASURES AT APPROPRIATE LOCATIONS TO KEEP 0 SEDIMENT CONTAINED ON SITE. 4. ALL DISTURBED AREAS SHALL BE SEEDED AND STRAW STRAIGHT MULCHED AS SHOWN ON THE PLANS IMMEDIATELY AFTER ROW CROP -� `' COMPLETION OF GROUND ACTIVITY. FOR LARGE PROJECTS, (NO VEGETATION) TING THIS SEEDING SHOULD BE COMPLETED IN PHASES AS THE REE LINE DIFFERENT AREAS OF THE SITE ARE COMPLETED. 5. PERMANENT AND FINAL VEGETATION OR STRUCTURAL Y „�.,• Y _, ,- ,_� ._,. , w, . r , �w. , EROSION CONTROL DEVICES SHALL BE INSTALLED AS SOON AS h PRACTICAL UNDER THE CIRCUMSTANCES. ,; C7 6. THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED r ' SHALL BE KEPT TO A PRACTICAL MINIMUM DEPENDING UPON THE WEATHER. IF CONSTRUC1ON 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. EXIS ING 8• THE CONTRACTOR SHALL MAINTAIN EROSION CONTROL MEASURES AND DEVICES DURING CONSTRUCTION AND UNTIL THE LINE 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. EXISTING 10. THESE GENERAL PROCEDURES MAY NOT COVER ALL SITUATIONS. REFER TO EROSION CONTROL PLANS FOR TREE LINE HEA Y S SPECIFIC NOTES AND ADDITIONAL DETAILS 11, EROSION CONTROL TO COMPLY WITH INDIANA 327 IAC AND n RULE #5, AND INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS 12. THE CITY INSPECTOR HAS THE AUTHORITY TO REQUEST ADDITIONAL EROSION CONTROL MEASURES OR AMEND EROSION CONTROL PLANS SUBJECT TO ACTUAL SITE f CONDITIONS. --- --- - - - -- - EXISTING ELLIOT CREEK Dili ♦ • ■ r r w " , • T' ',�� °''it POND i '` STING XI NG THE L NE `ti, E LINE f3 OPE IELD C-3 (MINI AL ETATIPN) F? r ,$ 3 f3 _. C3 0 0 C3 EXISTING VEGETATION NO SCALE NOTE: ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY INSPECTOR. - � WARNING 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 ASSUMED NORTH IT SIAG NSTSTHE LAW TO EXCAVATE WITHOUT SCALE: 1"=50' LOCATIONNS RVI EG WE UNDERGROUND SCALE: DAYS BEFORE COMMENCING WORK. TBM #44 USGS BENCHMARK CUT "X" NORTH BONNET BOLT IN FIRE HYDRANT EAST SIDE HOOVER RD. f100' SOUTH OF CLARIDGE FARM ENTRANCE. ELEVATION - 893.39 ILIF� -- -0 - -- Existing Storm Sewer — --0 — New Storm Sewer Existing Sanitary Sewer New Sanitary Sewer 000 - - - -. _ - ..__... _. Existing Contour - ... x �.. % �HIS SHEET TO BE USED FOR EROSION CONTROL HATCH PATTERN DENOTES TEMPORARY SEEDING P POSES ONLY. FOR ANY OTHER INFORMATION SEE - - - DEVELOPMENT PLAN. .. ,_ HATCH PATTERN DENOTES PERMANENT SEEDING STRUCTION 4MITS �� ; %f �. HATCH PATTERN DENOTES EROSION CONTROL BLANKET � � CURB INLET SEDIMENT BARRIER (TYP) A \ , SEE SHEET C802 FOR ALL R O S I O N CONTROL DETAILS & NOTES BEEHIVE INLET PROTECTION STRAW BALES (TYP) TE: TR ES ' BRUSH ETC. TO BE REMOVED ALONG -- SILTATION FENCE ELLIOT CREEK PER DIRECTION OF REPRESENTATIVE TREE PRESERVATION AREA ''`' "rRlS OF HAMILTON COUNTY SURVEYOR'S OFFICE. ra U 1-= 0 UjZo 0 U \`���,.o��p K. SE ,; %.,,,���� P,.... 0iy er No. .. 9500028 �o'.. STATE OF :a a t DATE: 6 d THIS DRAWING AND THE IDEAS, DE GNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2003 Schneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 6130103 LIZ DRAWN BY CHECKED BY: CWD GO 'EROSION CONTROL PLAN DRAWING FILES: N: \1238 \9006 \DWGS \C103- 104.DWG XREF: 9001 9006- ERO.DWG z XREF: 10098S.DWG, 1501BS.DWG XREF: 1503BS.DWG XREF: CA13.DWG, CA14.DWG XREF: CA16.DWG, CA17.OWG XREF: CA19.DWG, CA20.DWG SHEET NO: 4-4 � PT^ W A ^` z U U U �0 O co w� c S DATE: PROJECT NO.: 6130103 1238 9006 DRAWN BY CHECKED BY: CWD SHEET TITLE: 'EROSION CONTROL PLAN DRAWING FILES: N: \1238 \9006 \DWGS \C103- 104.DWG XREF: 9001 9006- ERO.DWG XREF: NOR- BS- E.DWG, ESTATES- CW.DWG XREF: 10098S.DWG, 1501BS.DWG XREF: 1503BS.DWG XREF: CA13.DWG, CA14.DWG XREF: CA16.DWG, CA17.OWG XREF: CA19.DWG, CA20.DWG SHEET NO: (C n®4