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TEMPCRARY
CONSTRUCTION
ENTRA\ICE
PROPOSED BUILDING
19,920 S.F.
F.F.E. 743.80
CONSTRUCTION
LIMITS
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CONSTRUCTION
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SOILS MAP
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CONSTRUCTION LIMITS
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HAVEN POINT BOULEVARD
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CONSTRUCTION SEQUENCE
1.) INSTALL SILT FENCE AND INLET PROTECTION ON EXISTING INLETS
2.) STRIP TOPSOIL, AND ROUGH GRADE SITE. FINE GRADE AND SEED
THE OFFSITE SWALE AREA.
3_) TEMPORARY SEED ALL DISTURBED AREAS_
4.) START BUILDING CONSTRUCTION.
5.) INSTALL SANITARY, STORM SEWERS AND OTHER UTILITIES.
6.) STONE PARKING LOT.
7.) SEED ALL REMAINING DISTURBED AREAS.
8.) PLACE PARKING LOT BINDER COURSE.
9.) FINAL GRADING_
10_) PERMANENT SEEDING_
11.) COMPLETE BUILDING CONSTRUCTION.
12.) PLACE SOD AND LANDSCAPING WHERE APPLICABLE.
13.) PLACE SURFACE ASPHALT COURSE.
14.) REMOVE SILT FENCE AND INLET PROTECTION AFTER ALL AREAS
ARE STABILIZED.
ALL AREAS THAT ARE LEFT
UNDISTURBED FOR 7 DAYS SHALL
RECEIVE SEED AND MULCH.
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WASTE MANAGEMENT AND SPILL PREVENTION PLAN
WASTE MANAGEMENT
THE CONTRACTOR SHALL DESIGNATE A SPECIFIC AREA FOR EQUIPMENT MAINTENANCE
AND REPAIR.
ALL EQUIPMENT MAINTENANCE SHALL BE PERFORMED OVER PLASTIC SHEETING TO
PREVENT SOIL CONTAMINATION_ ALL WASTE FLUIDS SHALL BE COLLECTED.
THE CONTRACTOR SHALL PROVIDE APPROPRIATE RECEPTACLES FOR SPENT OILS,
GASOLINE, GREASE, AND SOLVENTS IN THIS AREA. THESE ITEMS WILL BE REMOVED
FROM THE SITE FOR FUTURE USE BY THE CONTRACTOR_
CONTRACTOR SHALL RECYCLE ALL USED OIL.
OTHER CONSTRUCTION DEBRIS (E.G_ METALS, WOOD, CORRUGATED CARDBOARD) SHALL
BE RECYCLED WHENEVER POSSIBLE.
ALL DRUMS SHALL BE PLACED ON SKIDS OR PALLETS TO PREVENT RUSTING AND TO
ALLOW EASY INSPECTION FOR LEAKS.
A STORAGE AREA SHALL BE ESTABLISHED BY THE CONTRACTOR FOR STORAGE OF
HAZARDOUS MATERIALS FOR EXAMPLE PAINTS, SOLVENTS, ADHESIVES, PESTICIDES,
FERTILIZERS, AND CHEMICALS_ SECONDARY CONTAINMENT WILL BE USED WHENEVER
POSSIBLE. THIS HAZARDOUS MATERIAL STORAGE AREA WILL BE PROTECTED FROM
RAIN AND SNOW AND WILL BE LOCATED AWAY FROM HIGH TRAFFIC AREAS AND AWAY
FROM NATURAL DRAINAGE.
EQUIPMENT WASHDOWN AND CONCRETE WASHOUT AREAS SHALL BE LOCATED ONLY IN
AREAS WHICH ARE CONTAINED AND DO NOT DRAIN TO ANY NATURAL DRAINAGES.
ALL CONTAINERS, BOTH FULL AND EMPTY, SHALL BE SECURELY CLOSED (1.E. WATER
TIGHT) AND STORED IN AN UPRIGHT FASHION.
ALL CONTAINERS, WITH BOTH HAZARDOUS AND NON HAZARDOUS CONTENTS, SHALL BE
LABELED TO INDICATE CONTAINER CONTENTS.
LIQUID MATERIALS AND HAZARDOUS MATERIALS SHALL NOT BE PLACED IN DUMPSTERS.
THIS INCLUDES PAINTS, OILS, SEALANTS, ADHESIVES, ETC.
IF MATERIALS ARE BLOWN FROM WASTE RECEPTACLES, SUCH MATERIALS SHALL BE
PICKED UP DAILY BY THE CONTRACTOR.
WASTE RECEPTACLES SHALL NOT BE FILLED ABOVE LEVEL FULL.
SANITARY FACILITIES SHALL BE ADEQUATELY MAINTAINED.
WASTE DISPOSAL
ALL NON- REGULATED WASTE SHALL BE DISPOSED OF OR RECYCLED BY THE
CONTRACTOR. THIS INCLUDES MATERIALS SUCH AS CONCRETE, PAPER, PLASTIC,
STYROFOAM, ALUMINUM CANS, GLASS, SCRAP BUILDING MATERIALS, ETC.
HAZARDOUS MATERIALS THAT CAN BE REUSED SHALL BE REMOVED FROM THE SITE
FOR FUTURE USE BY THE CONTRACTOR.
ADEQUATELY SIZED AND LOCATED WASTE RECEPTACLES FOR NON HAZARDOUS
MATERIALS SHALL BE PROVIDED BY THE CONTRACTOR. THE CONTRACTOR SHALL
PREVENT WASTE FROM BEING BLOWN OUT OF RECEPTACLES BY WIND. ACCUMULATED
WASTE IN THESE RECEPTACLES SHALL BE COLLECTED AND DISPOSED OF REGULARLY
BY THE CONTRACTOR.
SPILL PREVENTION
STORE CHEMICALS IN SECONDARY CONTAINERS (RECOMMENDED FOR CONTAINERS LESS
THAN 10 GAL; REQUIRED FOR CONTAINERS GREATER THAN 10 GAL).
DO NOT STORE INCOMPATIBLE MATERIALS IN THE SAME SECONDARY CONTAINMENT
BASIN.
AVOID TRANSFERRING CHEMICALS FROM ONE CONTAINER TO ANOTHER. IF A
TRANSFER IS NECESSARY, PERFORM THE TRANSFER IN SECONDARY CONTAINMENT.
ENSURE THAT ALL CHEMICAL CONTAINERS ARE PROPERLY LABELED, INDICATING THE
CONTENTS AND HAZARDS INVOLVED.
STORE CHEMICALS IN AN AREA PROTECTED FROM WEATHER.
INSPECT ALL CONTAINERS FOR DAMAGE OR LEAKS AT LEAST WEEKLY AND BEFORE
ATTEMPTING TO MOVE THEM.
EACH EMPLOYEE SHOULD LOOK FOR DAMAGED OR LEAKING CONTAINERS EACH TIME
THEY USE A CHEMICAL FROM THE STORAE AREA OR ADD TO THE CHEMICAL STOCK_
WHEN WORKING WITH HAZARDOUS MATERIALS, PROTECT THE GROUND OR FLOORING
WITH A SUITABLE COVERING (ONE WHICH IS RESISTANT TO PENETRATION BY THE
MATERIAL BEING USED AND THAT WILL CONTAIN SMALL DRIPS AND SPILLS).
PAY ATTENTION WHEN REFUELING VEHICLES /EQUIPMENT SO THAT THEY ARE NOT
OVERFILLED.
IF A LEAK IS DETECTED IN A VEHICLE OR PIECE OF EQUIPMENT, REPAIR THE LEAK
AS SOON AS POSSIBLE; PLACE PLASTIC SHEETING, OR OTHER RECEPTACLE OF
SUFFICIENT SIZE TO CONTAIN ALL LEAKING FLUID, UNDER THE LEAK UNTIL THE
REPAIR IS MADE_ IF REPAIRS CANNOT BE MADE WITHIN 24 HOURS OR IF THE
LEAKING FLUID CAN NOT BE CONTAINED, THEN THE LEAKING EQUIPMENT MUST BE
REMOVED FROM THE SITE IMMEDIATELY.
SPILL RESPONSE
PLACE ALL CONTAMINATED SOIL ON AN ADEQUATELY -SIZED SHEET OF PLASTIC_
IF A HAZARDOUS MATERIAL SPILL OCCURS ON PAVEMENT, IT SHALL BE ABSORBED
WITH SAND OR OTHER INERT MATERIAL, AND THEN PLACED ON PLASTIC SHEETING.
THIS INCLUDES SPILLS OF VEHICLE FLUIDS. PAVEMENT WILL NOT BE WASHED WHERE
A HAZARDOUS MATERIAL SPILL HAS OCCURRED (INCLUDING VEHICLE FLUIDS) UNTIL
ALL SPILLED MATERIAL HAS BEEN CLEANED UP.
COVER CONTAMINATED SOIL OR INERT ABSORBENT MATERIAL WITH PLASTIC TO
PREVENT RUNOFF CONTAMINATION AND TO PREVENT THE MATERIAL FROM BECOMING
AIRBORNE IN WIND_
NOTIFY THE RESPONSIBLE PARTY OF THE SPILL AS SOON AS POSSIBLE. THEY WILL
COORDINATE THE DISPOSAL OF THE CONTAIMINATED WASTE.
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LEGEND
30
60
SILT FENCE
INLET PROTECTION
RIPRAP
CONSTRUCTION LIMITS
PROPOSED SURFACE WATER
FLOW DIRECTION
DANDY BAG TO BE USED FOR
INLET PROTECTION
GRAPHIC SCALE IN FEET
EROSION CONTROL NOTES
PROPOSED
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90
Al PLAN INDEX ITEMS RELATING TO THE SW PPP ARE INCLUDED AS NOTES ON
THIS SHEET
A2 11x17 INCH PLAT IS INCLUDED WITH THE SUBMITTAL
A3 THIS PROJECT INVOLVES THE CONSTRUCTION OF TWO OFFICE BUILDINGS,
ASSOCIATED PARKING LOTS, AND OTHER SITE- RELATED UTILITIES.
A4 THE VICINITY MAP IS LOCATED ON THE COMER SHEET.
AS LATITUDE 39'55'52"
LONGITUDE 86'00'00"
A6 LOT BOUNDARIES ARE SHOWN ON THE PLAN.
A7 HYDROLOGIC UN'T CODES: 05120201090043.
AS THERE ARE NO STATE OR FEDERAL WATER QUALITY PERMITS REQUIRED FOR
THIS SITE.
A9 STORMWATER WILL DISCHARGE INTO A STORY SEWER SYSTEM WITHIN THE
OVERALL NORTH HAVEN DEVELOPMENT TO IC WEST AND ULTIMATELY INTO
CARMEL CREEK.
A10 THERE ARE NO WETLANDS ON THE PROPERTY_
All STORMWATER DISCHARGES INTO THE A STORM SEWER SYSTEM WHICH
EVENTUALLY FLOWS INTO CARMEL CREEK.
Al2 STORMWATER SHOULD NOT ENTER GROUNDIKTER WITHIN THE SITE LIMITS.
A13 THERE ARE NO FLOODPLAINS, FLOODWAY AGES OR FLOODWAYS ON THE
SITE.
Al 4 PRE CONSTRUCTION RELEASE RATE: 7.5 CFS
POST CONSTRUCTION PEAK DISCHARGE: 18.3 CFS
Al 5 ADJACENT LAND USES:
NORTH: MULTI- FAMILY RESIDENTIAL
SOUTH: COMMERCIAL /RESIDENTIAL
EAST: MINING
WEST: OFFICE
Alb CONSTRUCTION LIMITS ARE SHOWN IN THE PLAN VIEW.
A17 THE SITE IS CURRENTLY OCCUPIED BY A MOWED LAWN
Alb SOILS INFORMATION:
We WESTLAND SILTY CLAY LOAM
THE ENTIRE PROPERTY CONTAINS FILL MATERIAL FROM PREVIOUS
PROJECTS, THEREFORE, TESTING SHOULD BE PERFORMED TO INSURE
PROPER SOIL COMPACTION IS OBTAINED. A BASEMENT IS NOT
RECOMMENDED BELOW THE STATIC WATER ?ABLE.
A19 ALL PROPOSED STORMWATER SYSTEMS ARE SHOWN IN THE PLAN VIEW_
DETAILED INFORMATION (I.E. INVERT ELEVATIONS) CAN BE FOUND ON THE
UTILITY PLAN.
A20 THERE IS NO OFF -SITE CONSTRUCTION ACTNI!TY PLANNED WITH THIS PROJECT.
A21 THERE ARE NO SOIL STOCKPILES PLANNED FOR THIS PROJECT.
A22 EXISTING TOPOGRAPHY IS SHOWN IN THE PLAN VIEW.
A23 PROPOSED CONTOURS AND SPOTSHOTS ARE PROVIDED IN THE PLAN VIEW TO
INDICATE DRAINAGE PATTERNS.
B1 POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION ACTIVITIES INCLUDE
SPILLS AT FUELING LOCATIONS AND LEAKING VEHICLES AND EQUIPMENT, SOIL,
SOIL, TRASH AND CONCRETE WASHOUT. MINIMAL AMOUNTS OF COMBUSTION
ENGINE POWERED EQUIPMENT WILL BE ON SITE. ANY REQUIRED FUELING WILL
BE DONE IN STONE STAGING AREA TO ASSURE IMMEDIATE SPILL IDENTIFICATION
AND CLEAN UP. WORKER VEHICLES WILL BE PARKED IN STAGING AREA, AGAIN,
ALLOWING IMMEDIATE IDENTIFICATION AND CLEANUP. SHOULD A LEAK OCCUR
OIL DRY WILL BE KEPT ON SITE FOR ANY SUCH CLEANUPS. NO OTHER
POLLUTANTS ARE FORESEEN AS BEING ON SITE.
B2 A CONSTRUCTION SEQUENCE CAN BE FOUND ON THIS SHEET.
B3 THE APPROPRIATE EROSION CONTROL MEASURES ARE SHOWN IN THE PLAN
VIEW. SEE THE DETAIL SHEETS FOR THE CONSTRUCTION SPECIFICATIONS OF
EACH MEASURE.
B10 THE EXISTING LAKE WEST OF THE SITE WILL BE USED FOR WATER QUALITY
MEASURES. TriiS LAKE IS VERY DEEP SINCE IT WAS PREVIOUSLY A MINING
SITE. POLLUTANTS ARE EXPECTED TO SETTLE TO THE BOTTOM WITH NO
EFFECT ON THE OVERALL POND DEPTH OR THEY WILL FLOAT AND BE
SKIMMED BY THE OWNER.
811 SEE SEEDING SCHEDULE DETAIL AND DIVISION 2 SPECIFICATIONS.
812 SEE EROSION CONTROL INSTALLATION AND SEEDING SCHEDULE DETAILS.
B13 SEE B1 ABOVE.
B14 SEE EROSION CONTROL INSTALLATION DETAIL.
815 NOT APPLICABLE.
Cl EXPECTED POLLUTANTS WILL BE MINIMAL IN NATURE, POST DEVELOPMENT. OIL,
GREASE, ANTIFREEZE, GASOLINE, ETC. MAY OCCUR IN LIMITED AMOUNTS AS A
RESULT OF PARKING OF VEHICLES BY EMPLOYEES AND VISITORS.
C2 ALL EROSION CONTROL MEASURES AS SHOWN ON THE PLAN VIEW WILL BE
INSTALLED BEFORE ANY DISTURBANCE OF 111E PROJECT OCCURS. FINAL
STABILIZATION OF THE SITE WILL BE ACCOMPLISHED USING PERMANENT
SEEDING OF ALL OPEN AREAS, LANDSCAPING WITH MULCH ON PARKING
ISLANDS, AND PLACEMENT OF ASPHALT PAVEMENT.
C3 BUILDING OWNER WILL BE MAINTAINING ALL PARKING AREAS ON A WEEKLY
BASIS. THIS MAINTENANCE INCLUDES FREQUENT SWEEPING OF ALL PAVED
SURFACES AS WELL AS COLLECTION OF ANY LITTER. ALL GREEN SPACES WILL
BE MAINTAINED WITH REGULAR MOWING DURING GROWING SEASONS. PERIODIC
FERTILIZER APPLICATIONS WILL OCCUR TO 1HE GREEN SPACES.
C4 PERMANENT STORMWATER QUALITY MEASURES WILL BE THE SAME AS
DESCRIBED IN 810. THE OWNER WILL PERFORM REGULAR MAINTENANCE
INCLUDING REMOVAL OF SEDIMENT WITHIN 11FE SWALE AND DETENTION BASIN
AND REPLACING IT ON SITE.
C5 OWNER OF THE BUILDING WILL DESIGNATE INDIVIDUALS ON A LOCAL BASIS TO
BE RESPONSIBLE FOR UPKEEP /MAINTENANCE OF THE FACILITY, INCLUDING
THE PARKING AND OPEN AREAS OF THE PROPERTY.
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1-800-382-5544
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Duke
CONSTRUCTION
600 East 96th Street
Suite 100
Indianapolis IN 46240
Phone: 317 808 -6000
Foy 317 808 -6797
5 Of 11 Sheets
Duke Realty Job Number:
DW -Job#
A/E Job Number:
61667.02
Certified
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