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Home My WebLink About06050011.8f\ � TEMPORARY CONSTRUCTION ENT NCE CID p co ; 45.89 M.E.G. i i 45.32 M.E.G. CO CO 1C 833.7 �Ex7 PLAN INDEX ITEMS RELATING TO THE SWPPP ARE INCLUDED AS TYPES OF DEWATERING DEVICES WILL REMOVE LARGE SITE. DUST SHALL BE KEPT TO A MINIMUM BY U L SOUTH: NOTES ON THIS SHEET 2, BTM 828.8 c9, 18" RCP - COMMERCIAL 4.5 34.00 AND SPECIFICATIONS INCLUDED HEREIN. cFv, N/A A. EROSION CONTROL MEASURES SHOWN ON THESE PLANS FEE= 83&45 . P � `- OOP x` C 836:12 THIS PROJECT INVOLVES THE CONSTRUCTION OF A FOUR LEVEL CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE INSTALL STORM SEWERS. m \ SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, 835.70 834,20 SIDEWALKS, AND STORM SEWER, AND MAINTAINED AS DESCRIBED ELSEWHERE IN THESE DEVELOPING AREAS FROM THE DIVISION OF SOIL CONSERVATION. 6, VIEW, DETAILED INFORMATION CAN BE FOUND ON C300, PLANS, EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL - - v� BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC I o A20 ACROSS BARE SOIL DURING DRY AND /OR WINDY WEATHER, 0 30 60 90 A5 LEGAL DESCRIPTION PROVIDED ON SHEET C100. AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST THIS PROJECT. TC 834.01 F X _ CONTROL MEASURES TO THE SOIL. UPON COMPLETION OF OR IN THE OPEN ON THE CONSTRUCTION SITE. 8, TO THE PRODUCTS RECOMMENDED USAGE, BTM 829.11 GRAPHIC SCALE IN FEET A6 LOT BOUNDARIES ARE SHOWN ON THE PLAN PERMANENT VEGETATION, TEMPORARY EROSION CONTROL vi o Q B14 SEE EROSION CONTROL INSTALLATION DETAIL. 835.. 834.50 A22 A7 HYDROLOGIC UNIT CODE: 05120201090050 PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO _.- - CURBS ARE COMPLETED AND GRADE ESTABLISHED. 615 NOT APPLICABLE. MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS �S A8 f\ � TEMPORARY CONSTRUCTION ENT NCE CID p co ; 45.89 M.E.G. i i 45.32 M.E.G. CO CO 1C 833.7 �Ex7 PLAN INDEX ITEMS RELATING TO THE SWPPP ARE INCLUDED AS TYPES OF DEWATERING DEVICES WILL REMOVE LARGE SITE. DUST SHALL BE KEPT TO A MINIMUM BY U L SOUTH: NOTES ON THIS SHEET 2, BTM 828.8 L __1 �. 18" RCP - COMMERCIAL 4.5 34.00 AND SPECIFICATIONS INCLUDED HEREIN. A2 N/A A. EROSION CONTROL MEASURES SHOWN ON THESE PLANS FEE= 83&45 . P � `- OOP x` C 836:12 THIS PROJECT INVOLVES THE CONSTRUCTION OF A FOUR LEVEL CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE INSTALL STORM SEWERS. m \ SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, 835.70 834,20 SIDEWALKS, AND STORM SEWER, AND MAINTAINED AS DESCRIBED ELSEWHERE IN THESE DEVELOPING AREAS FROM THE DIVISION OF SOIL CONSERVATION. 6, VIEW, DETAILED INFORMATION CAN BE FOUND ON C300, PLANS, EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL /WR V A4 v� BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC 837 o A20 ACROSS BARE SOIL DURING DRY AND /OR WINDY WEATHER, 0 30 60 90 A5 LEGAL DESCRIPTION PROVIDED ON SHEET C100. AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST THIS PROJECT. TC 834.01 F X _ CONTROL MEASURES TO THE SOIL. UPON COMPLETION OF OR IN THE OPEN ON THE CONSTRUCTION SITE. 8, TO THE PRODUCTS RECOMMENDED USAGE, BTM 829.11 GRAPHIC SCALE IN FEET A6 LOT BOUNDARIES ARE SHOWN ON THE PLAN PERMANENT VEGETATION, TEMPORARY EROSION CONTROL vi o Q B14 SEE EROSION CONTROL INSTALLATION DETAIL. 835.. 834.50 A22 A7 HYDROLOGIC UNIT CODE: 05120201090050 PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO _.- - CURBS ARE COMPLETED AND GRADE ESTABLISHED. 615 NOT APPLICABLE. MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS ,. A8 IDEM SECTION 401 WATER QUALITY CERTIFICATION F8 - - - - C 1 1 1) TO INDICATE DRAINAGE PATTERNS, POST- DEVELOPMENT, OIL, GREASE, ANTIFREEZE, GASOLINE, ETC. REVEGETATED. 0 A9 STORM WATER WILL DISCHARGE INTO THE EXISTING DRAINAGE I � POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION ACTIVITIES SYSTEM FOR THE COMMERCIAL DEVELOPMENT, WHERE IT WILL BE B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, 1 1 ING ROUTED THROUGH TWO DETENTION PONDS, AND OUTLET TO DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY 2. IF SOIL pH IS UNSUITABLE FOR THE SPECIES TO BE SEEDED, , STORM SEWER ALONG 96TH STREET. DISPOSED OF IN SUITABLE ONSITE WASTE CONTAINERS. ��U° APPLY LIME ACCORDING TO TEST RECOMMENDATIONS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, 5 A10 ALL LAKES AND WATER COURSES ON AND ADJACENT TO THE SITE AT A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING ADD BINDER COURSE TO PAVEMENT AREAS. Ln ARE SHOWN AND LABELED ON THE PLAN, NO WETLANDS ARE THOSE BLOWN ACROSS OR OFF THE SITE BY WIND, SHALL LOCATED ON THE SITE. BE PICKED UP AND DISPOSED OF IN SUITABLE ANALYSIS, OR EQUIVALENT, FERTILIZER. FF833.7 CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS U All THE ULTIMATE RECEIVING WATER IS THE WHITE RIVER, SAWING THAT CREATE SMALL PARTICLES SHOULD BE W LiJ w J O PERFORMED IN ONE SPOT IN AN AREA PROTECTED FROM v Al2 NONE, WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED Z IP C = I 202 THERE ARE NO FLOOD PLAINS, FLOOD WAY FRINGES OR FLOOD USED TO TRANSPORT MATERIALS TO THE SITE FOR WAYS ON THE SITE. CONSTRUCTION OF THE FACILITY SHALL BE DISPOSED OF � F_ PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF ITS A14 PRE - CONSTRUCTION PEAK DISCHARGE: 4.57 CFS (10 -YEAR) PACKAGE AND INCORPORATED INTO THE PROJECT I ~ POST- CONSTRUCTION PEAK DISCHARGE: 4,90 CFS (10 -YEAR) IMMEDIATELY OR STORED ONSITE FOR FUTURE USE. I PACKAGED MATERIALS STORED ONSITE SHALL BE INSPECTED - Q A15 N90'00'00 "W - 803.67' O O EROSION CONTROL NOTES -� -- - - Al PLAN INDEX ITEMS RELATING TO THE SWPPP ARE INCLUDED AS TYPES OF DEWATERING DEVICES WILL REMOVE LARGE SITE. DUST SHALL BE KEPT TO A MINIMUM BY U L SOUTH: NOTES ON THIS SHEET 2, CONSTRUCTION MATERIALS AND THEIR PACKAGING 1ND 14NA /NSURANCE HtNOING) EAST: COMMERCIAL ACCORDANCE TO GOOD EROSION CONTROL PRACTICES. AND SPECIFICATIONS INCLUDED HEREIN. A2 N/A A. EROSION CONTROL MEASURES SHOWN ON THESE PLANS FEE= 83&45 . SOILS INFORMATION: � `- OOP x` C 836:12 N90'00'00 "W - 803.67' O O EROSION CONTROL NOTES -� -- - - Al PLAN INDEX ITEMS RELATING TO THE SWPPP ARE INCLUDED AS TYPES OF DEWATERING DEVICES WILL REMOVE LARGE SITE. DUST SHALL BE KEPT TO A MINIMUM BY U L SOUTH: NOTES ON THIS SHEET 2, CONSTRUCTION MATERIALS AND THEIR PACKAGING 1ND 14NA /NSURANCE HtNOING) EAST: COMMERCIAL ACCORDANCE TO GOOD EROSION CONTROL PRACTICES. AND SPECIFICATIONS INCLUDED HEREIN. A2 N/A A. EROSION CONTROL MEASURES SHOWN ON THESE PLANS FEE= 83&45 A18 SOILS INFORMATION: SHALL BE IMPLEMENTED PRIOR TO AND DURING OOP A3 THIS PROJECT INVOLVES THE CONSTRUCTION OF A FOUR LEVEL CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE INSTALL STORM SEWERS. m PARKING STRUCTURE, PARKING LOTS, ENTRANCE DRIVES, SOIL EROSION. EROSION CONTROLS SHALL BE INSPECTED C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SIDEWALKS, AND STORM SEWER, AND MAINTAINED AS DESCRIBED ELSEWHERE IN THESE DEVELOPING AREAS FROM THE DIVISION OF SOIL CONSERVATION. 6, VIEW, DETAILED INFORMATION CAN BE FOUND ON C300, PLANS, EXCESSIVE DUSTING OF SOIL ON THE SITE SHALL /WR V A4 THE VICINITY MAP IS LOCATED ON SHEET C000. BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC - A20 ACROSS BARE SOIL DURING DRY AND /OR WINDY WEATHER, 0 30 60 90 A5 LEGAL DESCRIPTION PROVIDED ON SHEET C100. AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST THIS PROJECT. ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION LATITUDE 39'55'45 "N LONGITUDE 86'09'12 "W CONTROL MEASURES TO THE SOIL. UPON COMPLETION OF OR IN THE OPEN ON THE CONSTRUCTION SITE. 8, TO THE PRODUCTS RECOMMENDED USAGE, CONSTRUCTION AND SUITABLE ESTABLISHMENT OF GRAPHIC SCALE IN FEET A6 LOT BOUNDARIES ARE SHOWN ON THE PLAN PERMANENT VEGETATION, TEMPORARY EROSION CONTROL vi o Q B14 SEE EROSION CONTROL INSTALLATION DETAIL. MEASURES SUCH AS SILT FENCE, CHECK DAMS, AND INLET A22 A7 HYDROLOGIC UNIT CODE: 05120201090050 PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO _.- - CURBS ARE COMPLETED AND GRADE ESTABLISHED. 615 NOT APPLICABLE. MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS A23 A8 IDEM SECTION 401 WATER QUALITY CERTIFICATION DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY - - - - C 1 1 1) TO INDICATE DRAINAGE PATTERNS, POST- DEVELOPMENT, OIL, GREASE, ANTIFREEZE, GASOLINE, ETC. REVEGETATED. 0 A9 STORM WATER WILL DISCHARGE INTO THE EXISTING DRAINAGE B1 POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION ACTIVITIES SYSTEM FOR THE COMMERCIAL DEVELOPMENT, WHERE IT WILL BE B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, 1 1 INCLUDE CONCRETE WASTE WATER, TRASH, FOSSIL FUELS, OIL, GREASE, PAINT. EXPOSURE OF THESE POLLUTANTS TO STORM ROUTED THROUGH TWO DETENTION PONDS, AND OUTLET TO DRILLING, OR OTHER OPERATIONS SHALL BE PROPERLY 2. IF SOIL pH IS UNSUITABLE FOR THE SPECIES TO BE SEEDED, , STORM SEWER ALONG 96TH STREET. DISPOSED OF IN SUITABLE ONSITE WASTE CONTAINERS. Z APPLY LIME ACCORDING TO TEST RECOMMENDATIONS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, - -_ A10 ALL LAKES AND WATER COURSES ON AND ADJACENT TO THE SITE AT A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING ADD BINDER COURSE TO PAVEMENT AREAS. Ln ARE SHOWN AND LABELED ON THE PLAN, NO WETLANDS ARE THOSE BLOWN ACROSS OR OFF THE SITE BY WIND, SHALL LOCATED ON THE SITE. BE PICKED UP AND DISPOSED OF IN SUITABLE ANALYSIS, OR EQUIVALENT, FERTILIZER. CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS U All THE ULTIMATE RECEIVING WATER IS THE WHITE RIVER, SAWING THAT CREATE SMALL PARTICLES SHOULD BE W LiJ w J O PERFORMED IN ONE SPOT IN AN AREA PROTECTED FROM v Al2 NONE, WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED Z OF FREQUENTLY TO MINIMIZE WIND DISPERSAL. PACKAGING Q A13 THERE ARE NO FLOOD PLAINS, FLOOD WAY FRINGES OR FLOOD USED TO TRANSPORT MATERIALS TO THE SITE FOR WAYS ON THE SITE. CONSTRUCTION OF THE FACILITY SHALL BE DISPOSED OF � F_ PROPERLY, WHETHER THE MATERIAL IS TAKEN OUT OF ITS A14 PRE - CONSTRUCTION PEAK DISCHARGE: 4.57 CFS (10 -YEAR) PACKAGE AND INCORPORATED INTO THE PROJECT v♦ Z ~ POST- CONSTRUCTION PEAK DISCHARGE: 4,90 CFS (10 -YEAR) IMMEDIATELY OR STORED ONSITE FOR FUTURE USE. PACKAGED MATERIALS STORED ONSITE SHALL BE INSPECTED - Q A15 ADJACENT LAND USES: REGULARLY AND ANY LOOSE PACKAGING SHALL BE Z ° O REPAIRED OR DISPOSED OF PROPERLY, /BERTY MUTUAL NORTH: COMMERCIAL TYPES OF DEWATERING DEVICES WILL REMOVE LARGE SITE. DUST SHALL BE KEPT TO A MINIMUM BY U L SOUTH: COMMERCIAL C. ALL DEWATERING ACTIVITIES SHALL BE DONE IN 1ND 14NA /NSURANCE HtNOING) EAST: COMMERCIAL ACCORDANCE TO GOOD EROSION CONTROL PRACTICES. AND SPECIFICATIONS INCLUDED HEREIN. WEST: COMMERCIAL THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT FEE= 83&45 A18 SOILS INFORMATION: BAGS SUCH AS DANDY DIRT BAGS, THE USE OF THESE z I - WT- WTR -i- - 36.71 M,E,G, 1 C - -- - _ - _ _ _ _ - - WATER RUNOFF SHOULD BE MINIMIZED BY PERFORMING ACTIVITIES SUCH AS EQUIPMENT STORAGE, REFUELING, MAINTENANCE AND 834.80 834.50 �? I 2� C2 ALL EROSION CONTROL MEASURES AS SHOWN ON THE PLAN VIEW co I 834 834.30 I t t i 6 PORT -A -LET PLACEMENT IN DESIGNED AREAS. WILL BE INSTALLED BEFORE ANY DISTURBANCE OF THE PROJECT g3 0 OCCURS. FINAL STABILIZATION OF THE SITE WILL BE I B2 CONSTRUCTION SEQUENCE IS PROVIDED ON THIS SHEET, d- 833.18 _ f Ex� 4 835.0 _ -_ _ -� � d \ ACCOMPLISHED USING PERMANENT SEEDING OF ALL OPEN AREAS, 827.98 _ 34.5 36.03 M,EGI LANDSCAPING WITH MULCH WHERE APPLICABLE, AND PLACEMENT - , 35.53 M.E.G. 83- THE APPROPRIATE EROSION CONTROL MEASURES ARE SHOWN OF ASPHALT PAVEMENT. o 40.08 - - � / 69 IN THE PLAN VIEW AND DETAIL SHEET C501. 833 j \ / 1 C3 THE OWNER HAS A PRACTICE OF MAINTAINING ALL PARKING _ B10 WATER QUALITY WILL BE HANDLED THROUGH TWO SEPARATE \ _ - - - DETENTION PONDS, ALL STORMWATER LEAVING THE SITE WILL AREAS ON A WEEKLY BASIS. THIS MAINTENANCE INCLUDES E� _ _ _ FREQUENT SWEEPING OF ALL PAVED SURFACES AS WELL AS -- I - - - - PASS THROUGH TWO DETENTION PONDS WHERE SEDIMENT AND OTHER POLLUTANTS WILL SETTLE OUT. COLLECTION OF ANY LITTER DURING CART RETRIEVAL EFFORTS, M ALL GREEN SPACES WILL BE MAINTAINED WITH REGULAR MOWING DURING GROWING SEASONS, MINIMAL FERTILIZER APPLICATIONS Bll SEE SEEDING SCHEDULE DETAIL THIS SHEET. WILL OCCUR TO THE GREEN SPACES, 812 SEE EROSION CONTROL INSTALLATION AND SEEDING SCHEDULE J I I 834 q I I DETAILS, C4 POST CONSTRUCTION STORM WATER QUALITY WILL BE 834 :a� ACCOMPLISHED THROUGH TWO DETENTION PONDS. INV 827.9 - -� - - _ _ - -�°*�. _,�, <. 87 - 833 B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN: IN ORDER TO 0 21 RCP - 832` - - _ C5 MAINTENANCE OF ALL STORM WATER POLLUTION PREVENTION SPIN = - ,�(:- = 4. - - __ __ _ MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING G D <; j MEASURES WILL BE THE RESPONSIBILITY OF THE PROJECT F CONSTRUCTION THE CONTRACTOR SHALL IMPLEMENT THIS MATERIAL ° 208 j I OWNER, UTILIZING PROCEDURES OUTLINED ON THESE PLANS, HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR 2.07 THE MAINTENANCE GUIDELINES CONSIST MOSTLY OF GOOD m 205 b T. jl SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND HOUSEKEEPING MEASURES, ANY GRASSED OR VEGETATED AREAS Ln o I \ � II REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL. IF A SPILL THAT EXPERIENCE EROSION FROM RAINFALL EVENTS SHOULD BE co - POND`S 206 I n SHOULD OCCUR PLEASE CONTACT THE APPROPRIATE AUTHORITIES i G BELOW: REPAIRED AND REVEGETATED AS SOON AS POSSIBLE, TRASH OR ,�1 - - LITTER SHOULD BE PICKED UP AND PROPERLY DISPOSED TO PREVENT IT FROM GETTING INTO THE STORM DRAINAGE SYSTEM EMERGENCY RESPONSE AND DOWNSTREAM WATERWAYS. C 831.01 �E \ _� ; �.'•, ! _ INDIANA DEPARTMENT OF NATURAL RESOURCES EROSION OF THE DETENTION POND BANKS SHOULD BE BTM 827.61 J `., I �� ADDRESSED AS SOON AS IT BECOMES VISIBLE BY FILLING THE I 83� I ( (812) 477 -8773 ERODED AREA WITH SUITABLE SOIL AND ESTABLISHING VEGETATION _ - S9o'0fl'oo" _ _ - _ I v I IMMEDIATELY, PREFERABLY BY SODDING. THE SAME MEASURE \\ 1 83 1�4 93' T�- �I INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT I � � it SHOULD BE USED FOR STEEP BANKS OF ANY BERMS OR (317) 233 -7745 SWALES, THE PONDS SHOULD ALSO BE MONITORED FOR �. 836 ` I i SEDIMENT. IF THE BOTTOM OF THE POND RECEIVES SIGNIFICANT Q -�L- "' r �' y ` - �' I �' I HAMILTON COUNTY SOIL AND WATER SEDIMENT (LESS THAN 2 FEET DEEP), THE SEDIMENT SHOULD BE a CO MON F4,-IL' 4i 2/ >'IEASEMENT l -AKE 3 = - > � 37 Q) ( F- ) - - _ - _ _ - _- - - - - - - - --- - - - - - - - - - - - - - -- 1 (317) 773 -1406 REMOVED AND REPLACED ONSITE. AN ENGINEER SHOULD BE NST ..� N0. 91- 18270 \ '° ,� 83E w ; CONTACTED TO IDENTIFY THE SOURCE AND RECOMMEND REPAIRS. 8 �83S - �� I CITY OF CARMEL - DEPT. OF ENGINEERING / STORMWATER \ \ 0 4 I (317) 571 -2441 PAVEMENT AREAS SHOULD BE MONITORED FOR POLLUTANTS, ANY I, o ( LARGE QUANTITIES OF FLUIDS SUCH AS OIL, ANTIFREEZE, BRAKE °z I OWNER'S NAME: DUKE REALTY CORPORATION FLUID, ETC, FOUND ON THE PAVEMENT SHOULD BE REPORTED TO \ r - - - - - - - - -� I I THE OWNER. THE OWNER SHOULD CLEAN THE POLLUTANTS AND co _1 L- -- '��---- -�-�-- - - - - -- iii OWNER'S PHONE NUMBER: (317) 808 -6000 N90 *00'00"E I PREVENT THE SOURCE FROM ENTERING THE SITE IN THE FUTURE, 1. CONSTRUCTION EQUIPMENT FINALLY, PAVEMENTS SHOULD ALSO BE MONITORED FOR SEDIMENT COMING FROM VEGETATIVE AREAS. IF POST CONSTRUCTION 3 GENERAL NOTES CONSTRUCTION SEQUENCE LEGEND FUELING, LUBRICATION, AND FLUIDS: ALL OPERATIONS IS OCCURRI ED 3 � STABILIZATION INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE AS SOON AS POSSIBLE BY SEEDING, SODDING OR MULCHING, _c� m PRACTICE: JAN, FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. DONE IN ONE LOCATION, AS DESIGNATED BY THE GENERAL 0 1, THE CONTRACTOR SHALL CONTROL WASTE, GARBAGE, DEBRIS, 1. SCHEDULE PRE - CONSTRUCTION MEETING WITH HAMILTON CONSTRUCTION LIMITS xrY CONTRACTOR, SO THAT SPILLS ARE LIMITED TO THAT SPECIFIC GENERAL NOTES WASTEWATER, AND OTHER SUBSTANCES ON THE SITE IN SUCH A COUNTY SOIL AND WATER CONSERVATION DISTRICT PERMANENT q • / /// I / /// • •/ I / LOCATION WHICH WILL FACILITATE THE CLEANUP OF SPILLS. IF AN WAY THAT THEY SHALL NOT BE TRANSPORTED FROM THE SITE BY 317 773 -2181. SEEDING OUTSIDE FUELING TANK IS PLANNED TO BE ON SITE IT SHALL BE 1 • THE CONTRACTOR SHALL CONTROL WASTE, GARBAGE DEBRIS o THE ACTION OF WINDS, STORMWATER RUNOFF, OR OTHER ( ) SILT FENCE - X- X -X -X- DOUBLE WALLED AND STORED IN THIS DESIGNATED AREA, THIS WASTEWATER, AND OTHER SUBSTANCES ON THE SITE IN SUCH A FORCES. PROPER DISPOSAL OR MANAGEMENT OF ALL WASTES 2 INSTALL MAINTENANCE, REFUELING AND CONCRETE WASH -OUT B C LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO WAY THAT THEY SHALL NOT BE TRANSPORTED FROM THE SITE BY o AND UNUSED BUILDING MATERIALS, APPROPRIATE TO THE NATURE INLET PROTECTION �IP TEMPORARY p • / //I / / /•� THE ACTION OF WINDS, STORM WATER RUNOFF, OR OTHER O OF THE WASTE OR MATERIAL, IS REQUIRED. FACILITIES AS SHOWN. SEEDING MIGRATE INTO SUBSURFACE SOILS, IN THE EVENT OF A SPILL, 2. PUBLIC OR PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF 3, INSTALL PERIMETER SILT FENCE AND INLET PROTECTION AS THE FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING DISPOSAL OR MANAGEMENT OF ALL WASTES L EROSION CONTROL BLANKET THE CONTAMINATED SOIL OR STONE WHICH SHALL BE DISPOSED AND UNUSED BUILDING MATERIALS, APPROPRIATE TO THE NATURE 0 o ACCUMULATED SEDIMENT. BULK CLEARING OF ACCUMULATED SHOWN FOR EXISTING STRUCTURES. E OF IN AN ACCEPTABLE MANNER, SPILLS ON HARD SURFACES OF THE WASTE OR MATERIAL, IS REQUIRED. a SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER. MULCHING SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL SUCH AS CLEARED SEDIMENT SHALL BE RETURNED TO THE POINT OF 4. STRIP AND ROUGH GRADE ENTIRE SITE. DISTURBED AREAS 12" THICK RIP RAP (SEE DETAIL) OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN A 2• PUBLIC OR PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF Q LIKELY ORIGIN OR OTHER SUITABLE LOCATION. PROPER MANNER. THE SPILL SHALL ALSO BE REPORTED co ARE TO BE KEPT TO A MINIMUM. CONTRACTOR SHALL ACCUMULATED SEDIMENT. BULK CLEARING OF ACCUMULATED CONTROL MUD ACCUMULATION ON ALL STREETS A = KENTUCKY BLUEGRASS 40 %, TURF TYPE TALL FESCUE 40 %, ANNUAL RYE GRASS 20% IMMEDIATELY TO THE CONTRACTOR'S SUPERINTENDENT. SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER. 3. THIS EROSION CONTROL PLAN SHALL BE IMPLEMENTED ON ALL PLUS 2 TONS OF STRAW MULCH ACRE � � SURROUNDING PROJECT BY INSTALLING STONE SURFACE AT / CLEARED SEDIMENT SHALL BE RETURNED TO THE POINT OF �O DISTURBED AREAS WITHIN THE CONSTRUCTION SITE, ALL MEASURES INVOLVING EROSION CONTROL PRACTICES SHALL BE ALL LOCATIONS WHERE CONSTRUCTION TRAFFIC LEAVES THE B, EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE LIKELY ORIGIN OR OTHER SUITABLE LOCATION. TI IZING APPLY MIXTURE AT A RATE OF 2 IBS PER 1000 S FT A16 CONSTRUCTION LIMITS ARE SHOWN IN THE PLAN VIEW, TYPES OF DEWATERING DEVICES WILL REMOVE LARGE SITE. DUST SHALL BE KEPT TO A MINIMUM BY U L U C = WHEAT OR RYE 2 BUSHEL PER ACRE QUANTITIES OF SILT, SEDIMENT, AND DIRT AND PREVENT A A17 THE EXISTING PARKING LOT CONTAINS LANDSCAPED ISLANDS, AND THESE MATERIALS FROM ENTERING THE STORM SEWER AND SPECIFICATIONS INCLUDED HEREIN. POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE IS BORDERED BY GRASS AND TREES, SYSTEM. PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY A18 SOILS INFORMATION: D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF �° �Q Br - BROOKSTON SILTY CLAY LOAM THE SITE THEN ALL CONSTRUCTION EQUIPMENT USED INSTALL STORM SEWERS. m WITH THE INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS FROM THE DIVISION OF SOIL CONSERVATION. SHALL BE CLEANED OF ALL EXCESS MATERIAL WITH WATER C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, A19 ALL PROPOSED STORM WATER SYSTEMS ARE SHOWN IN THE PLAN IN THE CONSTRUCTION STAGING AREA, DEVELOPING AREAS FROM THE DIVISION OF SOIL CONSERVATION. 6, VIEW, DETAILED INFORMATION CAN BE FOUND ON C300, a r� o /WR V 5, ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO � A20 THERE IS NO OFF -SITE CONSTRUCTION ACTIVITY PLANNED WITH ESTABLISH RAPID VEGETATION. WHEN THESE PRODUCTS CO CD CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN HAMILTON COUNTY SOIL AND WATER INSPECTOR. THIS PROJECT. ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION - OR IN THE OPEN ON THE CONSTRUCTION SITE. 8, TO THE PRODUCTS RECOMMENDED USAGE, -- _ �- A21 THERE ARE NO SOIL STOCKPILES PLANNED FOR THIS PROJECT, z _ vi o Q B14 SEE EROSION CONTROL INSTALLATION DETAIL. 9. A22 EXISTING TOPOGRAPHY IS SHOWN ON SHEET C100. - _.- - CURBS ARE COMPLETED AND GRADE ESTABLISHED. 615 NOT APPLICABLE. G.. A23 PROPOSED CONTOURS ARE PROVIDED IN THE PLAN VIEW (SHEET Cl EXPECTED POLLUTANTS WILL BE MINIMAL IN NATURE, - - - - - - C 1 1 1) TO INDICATE DRAINAGE PATTERNS, POST- DEVELOPMENT, OIL, GREASE, ANTIFREEZE, GASOLINE, ETC. STONE PAVEMENT AREAS. - \ MAY OCCUR IN LIMITED AMOUNTS AS A RESULT OF THE MAJORITY B1 POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION ACTIVITIES OF THIS PROJECT SITE BEING USED FOR EMPLOYEE PARKING. ASSISTANCE AND ADDITIONAL SOILS INFORMATION) 1 1 INCLUDE CONCRETE WASTE WATER, TRASH, FOSSIL FUELS, OIL, GREASE, PAINT. EXPOSURE OF THESE POLLUTANTS TO STORM THE ONLY OTHER REASONABLY FORESEEN POLLUTION FROM THIS SITE WILL BE LITTER AND TRASH DUMPED BY EMPLOYEES -- - _ - _ _ _ _ - - WATER RUNOFF SHOULD BE MINIMIZED BY PERFORMING ACTIVITIES SUCH AS EQUIPMENT STORAGE, REFUELING, MAINTENANCE AND 834.80 834.50 �? I 2� C2 ALL EROSION CONTROL MEASURES AS SHOWN ON THE PLAN VIEW co I 834 834.30 I t t i 6 PORT -A -LET PLACEMENT IN DESIGNED AREAS. WILL BE INSTALLED BEFORE ANY DISTURBANCE OF THE PROJECT g3 0 OCCURS. FINAL STABILIZATION OF THE SITE WILL BE I B2 CONSTRUCTION SEQUENCE IS PROVIDED ON THIS SHEET, d- 833.18 _ f Ex� 4 835.0 _ -_ _ -� � d \ ACCOMPLISHED USING PERMANENT SEEDING OF ALL OPEN AREAS, 827.98 _ 34.5 36.03 M,EGI LANDSCAPING WITH MULCH WHERE APPLICABLE, AND PLACEMENT - , 35.53 M.E.G. 83- THE APPROPRIATE EROSION CONTROL MEASURES ARE SHOWN OF ASPHALT PAVEMENT. o 40.08 - - � / 69 IN THE PLAN VIEW AND DETAIL SHEET C501. 833 j \ / 1 C3 THE OWNER HAS A PRACTICE OF MAINTAINING ALL PARKING _ B10 WATER QUALITY WILL BE HANDLED THROUGH TWO SEPARATE \ _ - - - DETENTION PONDS, ALL STORMWATER LEAVING THE SITE WILL AREAS ON A WEEKLY BASIS. THIS MAINTENANCE INCLUDES E� _ _ _ FREQUENT SWEEPING OF ALL PAVED SURFACES AS WELL AS -- I - - - - PASS THROUGH TWO DETENTION PONDS WHERE SEDIMENT AND OTHER POLLUTANTS WILL SETTLE OUT. COLLECTION OF ANY LITTER DURING CART RETRIEVAL EFFORTS, M ALL GREEN SPACES WILL BE MAINTAINED WITH REGULAR MOWING DURING GROWING SEASONS, MINIMAL FERTILIZER APPLICATIONS Bll SEE SEEDING SCHEDULE DETAIL THIS SHEET. WILL OCCUR TO THE GREEN SPACES, 812 SEE EROSION CONTROL INSTALLATION AND SEEDING SCHEDULE J I I 834 q I I DETAILS, C4 POST CONSTRUCTION STORM WATER QUALITY WILL BE 834 :a� ACCOMPLISHED THROUGH TWO DETENTION PONDS. INV 827.9 - -� - - _ _ - -�°*�. _,�, <. 87 - 833 B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN: IN ORDER TO 0 21 RCP - 832` - - _ C5 MAINTENANCE OF ALL STORM WATER POLLUTION PREVENTION SPIN = - ,�(:- = 4. - - __ __ _ MINIMIZE THE RELEASE OF POTENTIAL POLLUTANTS DURING G D <; j MEASURES WILL BE THE RESPONSIBILITY OF THE PROJECT F CONSTRUCTION THE CONTRACTOR SHALL IMPLEMENT THIS MATERIAL ° 208 j I OWNER, UTILIZING PROCEDURES OUTLINED ON THESE PLANS, HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR 2.07 THE MAINTENANCE GUIDELINES CONSIST MOSTLY OF GOOD m 205 b T. jl SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND HOUSEKEEPING MEASURES, ANY GRASSED OR VEGETATED AREAS Ln o I \ � II REQUIRE THAT THEY IMPLEMENT THE PLAN AS WELL. IF A SPILL THAT EXPERIENCE EROSION FROM RAINFALL EVENTS SHOULD BE co - POND`S 206 I n SHOULD OCCUR PLEASE CONTACT THE APPROPRIATE AUTHORITIES i G BELOW: REPAIRED AND REVEGETATED AS SOON AS POSSIBLE, TRASH OR ,�1 - - LITTER SHOULD BE PICKED UP AND PROPERLY DISPOSED TO PREVENT IT FROM GETTING INTO THE STORM DRAINAGE SYSTEM EMERGENCY RESPONSE AND DOWNSTREAM WATERWAYS. C 831.01 �E \ _� ; �.'•, ! _ INDIANA DEPARTMENT OF NATURAL RESOURCES EROSION OF THE DETENTION POND BANKS SHOULD BE BTM 827.61 J `., I �� ADDRESSED AS SOON AS IT BECOMES VISIBLE BY FILLING THE I 83� I ( (812) 477 -8773 ERODED AREA WITH SUITABLE SOIL AND ESTABLISHING VEGETATION _ - S9o'0fl'oo" _ _ - _ I v I IMMEDIATELY, PREFERABLY BY SODDING. THE SAME MEASURE \\ 1 83 1�4 93' T�- �I INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT I � � it SHOULD BE USED FOR STEEP BANKS OF ANY BERMS OR (317) 233 -7745 SWALES, THE PONDS SHOULD ALSO BE MONITORED FOR �. 836 ` I i SEDIMENT. IF THE BOTTOM OF THE POND RECEIVES SIGNIFICANT Q -�L- "' r �' y ` - �' I �' I HAMILTON COUNTY SOIL AND WATER SEDIMENT (LESS THAN 2 FEET DEEP), THE SEDIMENT SHOULD BE a CO MON F4,-IL' 4i 2/ >'IEASEMENT l -AKE 3 = - > � 37 Q) ( F- ) - - _ - _ _ - _- - - - - - - - --- - - - - - - - - - - - - - -- 1 (317) 773 -1406 REMOVED AND REPLACED ONSITE. AN ENGINEER SHOULD BE NST ..� N0. 91- 18270 \ '° ,� 83E w ; CONTACTED TO IDENTIFY THE SOURCE AND RECOMMEND REPAIRS. 8 �83S - �� I CITY OF CARMEL - DEPT. OF ENGINEERING / STORMWATER \ \ 0 4 I (317) 571 -2441 PAVEMENT AREAS SHOULD BE MONITORED FOR POLLUTANTS, ANY I, o ( LARGE QUANTITIES OF FLUIDS SUCH AS OIL, ANTIFREEZE, BRAKE °z I OWNER'S NAME: DUKE REALTY CORPORATION FLUID, ETC, FOUND ON THE PAVEMENT SHOULD BE REPORTED TO \ r - - - - - - - - -� I I THE OWNER. THE OWNER SHOULD CLEAN THE POLLUTANTS AND co _1 L- -- '��---- -�-�-- - - - - -- iii OWNER'S PHONE NUMBER: (317) 808 -6000 N90 *00'00"E I PREVENT THE SOURCE FROM ENTERING THE SITE IN THE FUTURE, 1. CONSTRUCTION EQUIPMENT FINALLY, PAVEMENTS SHOULD ALSO BE MONITORED FOR SEDIMENT COMING FROM VEGETATIVE AREAS. IF POST CONSTRUCTION 3 GENERAL NOTES CONSTRUCTION SEQUENCE LEGEND FUELING, LUBRICATION, AND FLUIDS: ALL OPERATIONS IS OCCURRI ED 3 � STABILIZATION INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT SHOULD BE AS SOON AS POSSIBLE BY SEEDING, SODDING OR MULCHING, _c� m PRACTICE: JAN, FEB. MAR. APR. MAY JUNE JULY AUG. SEPT. OCT. NOV. DEC. DONE IN ONE LOCATION, AS DESIGNATED BY THE GENERAL 0 1, THE CONTRACTOR SHALL CONTROL WASTE, GARBAGE, DEBRIS, 1. SCHEDULE PRE - CONSTRUCTION MEETING WITH HAMILTON CONSTRUCTION LIMITS xrY CONTRACTOR, SO THAT SPILLS ARE LIMITED TO THAT SPECIFIC GENERAL NOTES WASTEWATER, AND OTHER SUBSTANCES ON THE SITE IN SUCH A COUNTY SOIL AND WATER CONSERVATION DISTRICT PERMANENT q • / /// I / /// • •/ I / LOCATION WHICH WILL FACILITATE THE CLEANUP OF SPILLS. IF AN WAY THAT THEY SHALL NOT BE TRANSPORTED FROM THE SITE BY 317 773 -2181. SEEDING OUTSIDE FUELING TANK IS PLANNED TO BE ON SITE IT SHALL BE 1 • THE CONTRACTOR SHALL CONTROL WASTE, GARBAGE DEBRIS o THE ACTION OF WINDS, STORMWATER RUNOFF, OR OTHER ( ) SILT FENCE - X- X -X -X- DOUBLE WALLED AND STORED IN THIS DESIGNATED AREA, THIS WASTEWATER, AND OTHER SUBSTANCES ON THE SITE IN SUCH A FORCES. PROPER DISPOSAL OR MANAGEMENT OF ALL WASTES 2 INSTALL MAINTENANCE, REFUELING AND CONCRETE WASH -OUT B C LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO WAY THAT THEY SHALL NOT BE TRANSPORTED FROM THE SITE BY o AND UNUSED BUILDING MATERIALS, APPROPRIATE TO THE NATURE INLET PROTECTION �IP TEMPORARY p • / //I / / /•� THE ACTION OF WINDS, STORM WATER RUNOFF, OR OTHER O OF THE WASTE OR MATERIAL, IS REQUIRED. FACILITIES AS SHOWN. SEEDING MIGRATE INTO SUBSURFACE SOILS, IN THE EVENT OF A SPILL, 2. PUBLIC OR PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF 3, INSTALL PERIMETER SILT FENCE AND INLET PROTECTION AS THE FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING DISPOSAL OR MANAGEMENT OF ALL WASTES L EROSION CONTROL BLANKET THE CONTAMINATED SOIL OR STONE WHICH SHALL BE DISPOSED AND UNUSED BUILDING MATERIALS, APPROPRIATE TO THE NATURE 0 o ACCUMULATED SEDIMENT. BULK CLEARING OF ACCUMULATED SHOWN FOR EXISTING STRUCTURES. E OF IN AN ACCEPTABLE MANNER, SPILLS ON HARD SURFACES OF THE WASTE OR MATERIAL, IS REQUIRED. a SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER. MULCHING SHALL BE SOAKED UP BY AN ACCEPTABLE MATERIAL SUCH AS CLEARED SEDIMENT SHALL BE RETURNED TO THE POINT OF 4. STRIP AND ROUGH GRADE ENTIRE SITE. DISTURBED AREAS 12" THICK RIP RAP (SEE DETAIL) OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN A 2• PUBLIC OR PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF Q LIKELY ORIGIN OR OTHER SUITABLE LOCATION. PROPER MANNER. THE SPILL SHALL ALSO BE REPORTED co ARE TO BE KEPT TO A MINIMUM. CONTRACTOR SHALL ACCUMULATED SEDIMENT. BULK CLEARING OF ACCUMULATED CONTROL MUD ACCUMULATION ON ALL STREETS A = KENTUCKY BLUEGRASS 40 %, TURF TYPE TALL FESCUE 40 %, ANNUAL RYE GRASS 20% IMMEDIATELY TO THE CONTRACTOR'S SUPERINTENDENT. SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER. 3. THIS EROSION CONTROL PLAN SHALL BE IMPLEMENTED ON ALL PLUS 2 TONS OF STRAW MULCH ACRE � � SURROUNDING PROJECT BY INSTALLING STONE SURFACE AT / CLEARED SEDIMENT SHALL BE RETURNED TO THE POINT OF �O DISTURBED AREAS WITHIN THE CONSTRUCTION SITE, ALL MEASURES INVOLVING EROSION CONTROL PRACTICES SHALL BE ALL LOCATIONS WHERE CONSTRUCTION TRAFFIC LEAVES THE B, EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE LIKELY ORIGIN OR OTHER SUITABLE LOCATION. TI IZING APPLY MIXTURE AT A RATE OF 2 IBS PER 1000 S FT 67mA- or ` Br INSTALLED UNDER THE GUIDANCE OF QUALIFIED PERSONNEL c,A SITE. DUST SHALL BE KEPT TO A MINIMUM BY U L U C = WHEAT OR RYE 2 BUSHEL PER ACRE EXPERIENCED IN EROSION CONTROL, AND FOLLOWING THE PLANS A SPRINKLING, CALCIUM CHLORIDE, VEGETATIVE COVER, SPRAY x a ^A AND SPECIFICATIONS INCLUDED HEREIN. POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE ON ADHESIVES OR OTHER APPROVED METHODS. PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY AND SPECIFICATIONS INCLUDED HEREIN. ` C,A �° �Q 4, ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE 5. INSTALL STORM SEWERS. m WITH THE INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS FROM THE DIVISION OF SOIL CONSERVATION. WITH THE INDIANA HANDBOOK FOR EROSION CONTROL IN C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, a � SHALL BE INSPECTED FOR LEAKS EACH TIME THEY ARE USED, IF DEVELOPING AREAS FROM THE DIVISION OF SOIL CONSERVATION. 6, PLACE INLET PROTECTION AND OUTLET PROTECTION AS a r� o /WR V 5, ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN SHOWN FOR NEW STRUCTURES. � THE FIELD BY THE HAMILTON COUNTY SURVEYOR'S OFFICE OR SUCH AS GREASE TUBES AND LUBRICATING OIL AND BRAKE FLUID CO CD CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN HAMILTON COUNTY SOIL AND WATER INSPECTOR. 7 FINE GRADE BUILDING PADS AND BEGIN FOUNDATIONS. O N OR IN THE OPEN ON THE CONSTRUCTION SITE. 8, SEED AND MULCH BUILDING PAD AND PARKING AREAS. z vi o Q O 9. SEED GREEN SPACE BEHIND CURBS IMMEDIATELY AFTER N N - _Z CURBS ARE COMPLETED AND GRADE ESTABLISHED. o G.. SEEDBED PREPARATION FOR PERMANENT SEEDING: o Z E N 1. TEST SOIL TO DETERMIN pH AND NUTRIENT LEVELS. (CONTACT 10. STONE PAVEMENT AREAS. - \ YOUR COUNTY SWCD OR COOPERATIVE EXTENSION OFFICE FOR (L U) O ASSISTANCE AND ADDITIONAL SOILS INFORMATION) 1 1 CONTINUE BUILDING CONSTRUCTION; APPLY PERMANENT a 2. IF SOIL pH IS UNSUITABLE FOR THE SPECIES TO BE SEEDED, , SEEDING. -1 Z APPLY LIME ACCORDING TO TEST RECOMMENDATIONS. Q C� o 3. FERTILIZE AS RECOMMENDED BY THE SOIL TEST. IF TESTING WAS 12. ADD BINDER COURSE TO PAVEMENT AREAS. Ln NOT DONE, CONSIDER APPLYING 400 -600 LBSJACRE OF 12 -12 -12 q) _c � ANALYSIS, OR EQUIVALENT, FERTILIZER. cn U 4 TILL THE SOIL TO OBTAIN A UNIFORM SEEDBED WORKING THE 13 INSTALL LANDSCAPING, 67mA- or ` Br THIS EROSION CONTROL PLAN SHALL BE IMPLEMENTED ON ALL c,A r # DISTURBED AREAS WITHIN THE CONSTRUCTION SITE. ALL C = WHEAT OR RYE 2 BUSHEL PER ACRE SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ONSITE, IT A Nortv'Ridg* ��1ayti SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF a ^A D = ANNUAL RYE GRASS (1 LB. PER 1000 SO. FT.) POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE EXPERIENCED IN EROSION CONTROL, AND FOLLOWING THE PLANS PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY AND SPECIFICATIONS INCLUDED HEREIN. ` C,A C +A �Q J-•J ij `A"� " �M�Fa? H\ GYP a' _ OrA• ' Hr 'Mt1S Q REMOVED FROM THE EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY 3• THIS EROSION CONTROL PLAN SHALL BE IMPLEMENTED ON ALL B = SPRING OATS 3 BUSHEL PER ACRE THAT IS MORE SUITABLE THAN A CONSTRUCTION SITE TO HANDLE DISTURBED AREAS WITHIN THE CONSTRUCTION SITE. ALL C = WHEAT OR RYE 2 BUSHEL PER ACRE SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ONSITE, IT MEASURES INVOLVING EROSION CONTROL PRACTICES SHALL BE SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF INSTALLED UNDER THE GUIDANCE OF QUALIFIED PERSONNEL D = ANNUAL RYE GRASS (1 LB. PER 1000 SO. FT.) POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE EXPERIENCED IN EROSION CONTROL, AND FOLLOWING THE PLANS PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY AND SPECIFICATIONS INCLUDED HEREIN. E = STRAW MULCH (90 LBS, PER 1000 SQ,FT,) SPILLED FLUIDS AND THESE FLUIDS SHOULD BE DISPOSED OF IN O N �Q A PROPER MANNER_ 4. ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE 0/1 / • IRRIGATION NEEDED DURING JUNE, JULY, AND OR SEPTEMBER. / c WITH THE INDIANA HANDBOOK FOR EROSION CONTROL IN DEVELOPING AREAS FROM THE DIVISION OF SOIL CONSERVATION. C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, U SHALL BE INSPECTED FOR LEAKS EACH TIME THEY ARE USED, IF • • IRRIGATION NEEDED FOR 2 TO 3 WEEKS AFTER APPLYING SOD LEAKS ARE FOUND, THE FLUID SHALL BE REMOVED FROM THE /WR V CONTAINER IN A PROPER MANNER AND THE CONTAINER DISPOSED NOTE: ALL SEEDING SHALL HAVE 12 -12 -12 FERTILIZER APPLIED OF IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLE CONTAINERS, 400 -600 LBS, PER ACRE OR AS SPECIFIED, SUCH AS GREASE TUBES AND LUBRICATING OIL AND BRAKE FLUID 0 CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN Q A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND HOLEY MOLEr OR IN THE OPEN ON THE CONSTRUCTION SITE. SEEDING SCHEDULE NO SCALE U OR FERTILIZER OPERATED LIME ACROSS THE THESOIL SLOPE4 INCHES DEEP WITH A DISC ALL AREAS THAT ARE LEFT Z m 14• COMPLETE BUILDING CONSTRUCTION. SOILS MAP _o -0 ' o 0 Q UNDISTURBED FOR DAYS SHALL > m 15. ADD SURFACE COURSE OF ASPHALT. NO SCALE RECEIVE SEED AND MULCH. 0 16. INLET PROTECTION SHALL REMAIN IN PLACE UNTIL ALL AREAS 0 cn ARE STABILIZED. _1 J Ci DONT DIG BLIND 1- 800 - 382 -5544 CALL TOLL FREE q • Duke CONSTRUCTION 600 East 96th Street Suite 100 Indianapolis IN 46240 Phone: 317 808 -6000 Fax: 317 808 -6797 WOOLPERT 7140 WALDEMAR DRIVE INDIANAPOLIS, IN 46268 PH: 317.299.7500 FX: 317.291 .5805 bi c o: m ch u O N �Q �' - r 10 c U /WR V 0 Q Q N J a z O Q O z - _Z G.. Y o Z 0 a > (L U) O J a �- 0 -1 Z < Q Q Z a Q _O 0 U � >. W LiJ w J O � v � a Z Q W _M � F_ v♦ Z ~ - Q Q w Z ° O Q V/ Z v Certified By: Drawing Number: C301 X Of X Sheets Duke Realty Job Number: A/E Job Number: 65367