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LEGEND
ALL AEA THAT ARE LEFT
FOR 15 DAYS SHALE
RE C- /_ SLED AND MULCH.
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SOILS MAP
NO SCALE
EROSION CONTROL NOTES
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PLAN INDEX ITEMS RELATING TO THE SW PPP ARE INCLUDED AS NOTES ON THIS
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SEE EROSION CONTROL INSTALLATION AND SEEDING SCHEDULE DETAILS.
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TEMrORAR" \_ -- DROTECTION
TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE CARMEL FIRE
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SHELL
ALL AEA THAT ARE LEFT
FOR 15 DAYS SHALE
RE C- /_ SLED AND MULCH.
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SOILS MAP
NO SCALE
EROSION CONTROL NOTES
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PLAN INDEX ITEMS RELATING TO THE SW PPP ARE INCLUDED AS NOTES ON THIS
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SEE EROSION CONTROL INSTALLATION AND SEEDING SCHEDULE DETAILS.
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IN THE EVENT OF ACCIDENTAL CONTAMINATION ALL EFFORTS SHOULD BE MADE
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TO REMOVE CONTAMINANTS IN AN APPROPRIATE MANNER. THE CARMEL FIRE
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SHELL
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MATERIAL HANDLING AND SPILL PREVENTION PLAN: IN ORDER TO MINIMIZE THE
DEPARTMENT (317 - 571 -2600) SHOULD BE CONTACTED IMMEDIATELY TO
A2
11x11 INCH PLAT IS INCLUDED WITH THE SUBMITTAL.
RELEASE OF POTENTIAL POLLUTANTS DURING CONSTRUCTION THE CONTRACTOR SHALL
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DETERMINE IF FURTHER MEASURES ARE NEEDED.
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IMPLEMENT THIS MATERIAL HANDLING AND SPILL PREVENTION PLAN. THE CONTRACTOR
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THIS PROJECT INVOLVES THE CONSTRUCTION OF AN OFFICE /WAREHOUSE BUILDING,
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SHALL REVIEW THIS PLAN WITH ALL SUBCONTRACTORS AND REQUIRE THAT THEY
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SEE EROSION CONTROL INSTALLATION DETAIL.
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PARKING LOT, ENTRANCE DRIVE, SIDEWALK, STORM AND SANITARY SEWER, AND OTHER
IMPLEMENT THE PLAN AS WELL. IF A SPILL SHOULD OCCUR PLEASE CONTACT THE
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SITE - RELATED UTILITIES.
APPROPRIATE AUTHORITIES BELOW:
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NOT APPLICABLE,
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[HE VICINITY MAP IS LOCATED ON THE COVER SHEET.
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EMERGENCY RESPONSE 911
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EXPECTED POLLUTANTS WILL BE MINIMAL IN NATURE, POST- DEVELOPMENT. OIL,
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CARMEL FIRE DEPARTMENT (317)571 -2600
GREASE, ANTIFREEZE, GASOLINE, ETC. MAY OCCUR IN LIMITED AMOUNTS AS A RESULT
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LEGAL DESCRIPTION: 39'55'56" N, 86'13'48" W (NAD83)
CARMEL POLICE DEPARTMENT (317)571 -2545
OF THE MAJORITY OF THIS PROJECT SITE BEING USED FOR TEMPORARY CU ,TOMER
A PART OF SECTION 7, TOWNSHIP 17 NORTH, RANGE 3 EAST, HAMILTON COUNTY,
INDIANA DEPARTMENT OF NATURAL RESOURCES (812)477 -8773
PARKING. THE ONLY OTHER REASONABLY FORESEEN POLLUTION FROM THIS SITE WILL
INDA.NA.
INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT (317)233 -7745
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BE LITTER AND TRASH DUMPED BY VISITORS TO THE COMMERCIAL BUSINESS,
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HAMILTON COUNTY SOIL AND WATER (317)773 -2181
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LOT BOUNDARIES ARE SHOWN ON THE PLAN
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ALL EROSION CONTROL MEASURES AS SHOWN ON THE PLAN VIEW WILL BE INSTALLED
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1.
CONSTRUCTION EQUIPMENT
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BEFORE ANY DISTURBANCE OF THE PROJECT OCCURS. FINAL STABILIZATION OF THE
A7
HYDROLOGIC UNIT CODE: 05120201090070
SITE WILL BE ACCOMPLISHED USING PERMANENT SEEDING OF ALL OPEN AREAS,
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FUELING, LUBRICATION, AND FLUIDS: ALL OPERATIONS INVOLVING THE ADDITION OF
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LANDSCAPING WITH MULCH ON PARKING ISLANDS, AND PLACEMENT OF ASPHALT
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THERE ARE NO STATE PERMITS REQUIRED NEEDED FOR THIS DEVELOPMENT.
FLUIDS TO EQUIPMENT SHOULD BE DONE IN ONE LOCATION, AS DESIGNATED ON
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PAVEMENT.
SHEET C301, SO THAT SPILLS ARE LIMITED TO THAT SPECIFIC LOCATION WHICH
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STORM WATER WILL DISCHARGE INTO AN EXISTING SIDE DITCH THAT EVENTUALLY
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WILL FACILITATE THE CLEANUP OF SPILLS, IF AN OUTSIDE FUELING TANK IS
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INVESTMENTS HAS A PRACTICE OF MAINTAINING ALL PARKING AREAS ON A WEEKLY
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FLOWS TO PAYNE BRANCH.
PLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLED AND STORED IN THIS
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BASIS. THIS MAINTENANCE INCLUDES FREQUENT SWEEPING OF ALL PAVED SURFACES
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DESIGNATED AREA. THIS LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED
AS WELL AS COLLECTION OF ANY LITTER. ALL GREEN SPACES WILL BE MAINTAINED
A10
ALL WETLANDS, LAKES, AND WATER COURSES ON AND ADJACENT TO THE SITE ARE
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FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE EVENT OF A SPILL, THE
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WITH REGULAR MOWING DURING GROWING SEASONS. MINIMAL FERTILIZER APPLICATIONS
SHOWN AND LABELED ON THE PLAN.
FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING THE CONTAMINATED
WILL OCCUR TO THE GREEN SPACES.
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SOIL OR STONE WHICH SHALL BE DISPOSED OF IN AN ACCEPTABLE MANNER.
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THE ULTIMATE RECEIVING WATER IS PAYNE BRANCH.
SPILLS ON HARD SURFACES SHALL BE SOAKED UP BY AN ACCEPTABLE
N ADDITION, DUE TO REDUCED CAPACITIES OF THE DOWNSTREAM SYSTEM, THE
MATERIAL, SUCH AS OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN
DETENTION POND SYSTEM HAS BEEN DESIGNED TO RELEASE NO MORE THAN 0.25
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THERE ARE NO AREAS ON SITE WHERE STORM WATER MAY POTENTIALLY ENTER
A PROPER MANNER, THE SPILL SHALL ALSO BE REPORTED IMMEDIATELY TO
CFS /AC. OF PROJECT AREA, WHICH IS GREATER THAN WHAT IS TYPICALLY REQUIRED
GROUNDWATER.
THE CONTRACTOR'S SUPERINTENDENT.
IN HAMILTON COUNTY. THIS WILL PROVIDE EXTENDED DETENTION TIMES, INCREASING
THE POTENTIAL FOR SEDIMENTS TO FILTER OUT WITHIN THE PONDS. POST
A13
THERE ARE NO FLOODPLAINS, FLOODWAY FRINGES OR FLOODWAYS ON THE SITE.
B.
EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE
CONSTRUCTION STORMWATER QUALITY MEASURES WILL INCLUDE A GRASS Ell TER STRIP
EQUIPMENT OR THE POSSIBILITY OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE
ALONG ALONG THE SOUTH SIDE OF THE POND AND CATCH BASIN INSERTS WITHIN ALL
A14
PRE - CONSTRUCTION PEAK DISCHARGE: 2 CFS (10 -YEAR)
DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A CONSTRUCTION
NEW STORM INLETS. A SUMP WILL BE INSTALLED WITHIN THE SLOTTED DRAIN TO
POST- CC`!STRUCTION PEAK DISCHARGE: 0.50 CFS (10 -YEAR)
SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ON SITE, IT
CATCH GRIT AND OTHER SOLIDS.
DETENTION IS PROVIDED ON -SITE THROUGH 2 INTERCONNECTING DETENTION AREAS.
SHOULD BE MOVED TO THE MAINTENANCE AND FUELING AREA IF POSSIBLE.
OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE PLACED UNDER THE
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THE POST CONSTRUCTION BMP FOR OVERALL STORM WATER WILL CONSIST OF A
A15
ADJACENT LAND USES:
EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS
FOREBAY AND DETENTION AREA.
SHOULD BE DISPOSED OF IN A PROPER MANNER.
C5
MAINTENANCE OF ALL STORM WATER POLLUTION PREVENTION MEASURES WILL BE THE
NORTH:
SOUTH:
INDUSTRIAL
INDUSTRIAL
C.
ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED
RESPONSIBILITY OF THE PROJECT OWNER, 2DOWN SOLUTIONS, UTILIZING PROCEDURES
EAST:
INDUSTRIAL
FOR LEAKS EACH TIME THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID
OUTLINED ON THESE PLANS. THE MAINTENANCE GUIDELINES CONSIST MOSTLY OF
WEST:
INDUSTRIAL
SHALL BE REMOVED FROM THE CONTAINER IN A PROPER MANNER AND THE
GOOD HOUSEKEEPING MEASURES. ANY GRASSED OR VEGETATED AREAS THAT
CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLE
EXPERIENCE EROSION FROM RAINFALL EVENTS SHOULD BE REPAIRED AND REVEGETATED
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CONSTRUCTION LIMITS ARE SHOWN IN THE PLAN VIEW.
CONTAINERS, SUCH AS GREASE TUBES AND LUBRICATING OIL AND BRAKE FLUID
AS SOON AS POSSIBLE. TRASH OR LITTER SHOULD BE PICKED UP AND PROPERLY
CONTAINERS, AND THEIR PACKAGING, SHALL BE DISPOSED OF IN A PROPER
DISPOSED TO PREVENT IT FROM GETTING INTO THE STORM DRAINAGE SYSTEM AND
A17
VEGETATIVE COVER IS SHOWN IN THE PLAN VIEW. AREAS NOT PAVED ARE GRASS,
MANNER AND SHALL NOT HE LEFT ON THE GROUND OR IN THE OPEN ON THE
DOWNSTREAM WATERWAYS.
WEEDS AND BRUSH.
CONSTRUCTION SITE.
EROSION OF THE DETENTION POND BANKS SHOULD BE ADDRESSED AS SOON AS IT
A18
SOILS INFORMATION:
2.
CONSTRUCTION MATERIALS AND THEIR PACKAGING
BECOMES VISIBLE BY FILLING THE ERODED AREA WITH SUITABLE SOIL AND
ESTABLISHING VEGETATION IMMEDIATELY, PREFERABLY BY SODDING. THE SAME
Br - BROOKSTON SILTY LOAM
A.
EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE IMPLEMENTED PRIOR
MEASURE SHOULD BE USED FOR STEEP BANKS OF ANY BERMS OR SWALES. THE
TO AND DURING CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL
PONDS SHOULD ALSO BE MONITORED FOR SEDIMENT, IF THE BOTTOM OF THE PONDS
THIS SOIL IS DARK COLORED, SILTY IN TEXTURE AND ON DEPRESSIONAL UPLANDS. IT
EROSION. EROSION CONTROLS SHALL BE INSPECTED AND MAINTAINED AS
RECEIVE SIGNIFICANT SEDIMENT (LESS THAN 4 FEET DEEP), THE SEDIMENT '"HOULD BE
IS DEEP AND VERY POORLY DRAINED WITH MODERATE PERMEABILITY. IT HAS HIGH
DESCRIBED ELSEWHERE IN THESE PLANS. EXCESSIVE DUSTING OF SOIL ON THE
REMOVED AND REPLACED ON SITE. AN ENGINEER SHOULD BE CONTACTED 10 IDENTIFY
AVAILABLE WATER FOR PLANT GROWTH AND HIGH ORGANIC MATTER CONTENT. IT HAS
SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE
THE SOURCE AND RECOMMEND REPAIRS.
COMPACT TILL STARTING AT A DEPTH OF 40 TO 60 INCHES. THE MAIN SOIL
FEATURES THAT AFFECT THE URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER
SOIL DURING DRY AND /OR WINDY WEATHER, AND BY APPLYING WATER OR
OTHER ACCEPTABLE DUST CONTROL MEASURES TO THE SOIL. UPON
PAVEMENT AREAS SHOULD BE MONITORED FOR POLLUTANTS. ANY LARGE QUANTITIES
TABL =, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL,
COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT
OF FLUIDS SUCH AS OIL, ANTIFREEZE, BRAKE FLUID, ETC. FOUND ON THE PAVEMENT
MODERATE PERMEABILITY AND PONDED SURFACE WATER.
VEGETATION, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE,
SHOULD BE REPORTED TO THE OWNER. THE OWNER SHOULD CLEAN THE POLLUTANTS
CHECK DAMS, AND INLET PROTECTION DEVICES SHALL BE REMOVED IN A
AND PREVENT THE SOURCE FROM ENTERING THE SITE IN THE FUTURE. FINALLY,
BECALSE OF THESE ENGINEERING LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS
MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE. ANY AREAS DISTURBED
PAVEMENTS SHOULD ALSO BE MONITORED FOR SEDIMENT COMING FROM VEGETATIVE
FOLLOWS: FULLER ENGINEERING, BEING A COMMERCIAL DEVELOPMENT WITHIN THE
BY THESE OPERATIONS SHALL BE PROPERLY REVEGETATED.
AREAS. IF POST- CONSTRUCTION EROSION IS OCCURRING, THE SOURCE SHOULD BE
JURISDICTION OF THE CITY OF CARMEL AND HAMILTON COUNTY WILL HAVE TO ABIDE
RE- STABILIZED AS SOON AS POSSIBLE BY SEEDING, SODDING OR MULCHING,
BY THE CURRENT SUBDIVISION CONTROL ORDINANCE. THIS ORDINANCE REQUIRES THAT
B.
LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER
WE HAVE AN ARTIFICIALLY DRAINED SITE AND THAT THE BUILDING WITHIN THIS
OPERATIONS SHALL BE PROPERLY DISPOSED OF IN SUITABLE ON SITE WASTE
DEVELOPMENT BE WELL ABOVE THE 100 YR. ELEVATION OF THE PROPOSED DETENTION
CONTAINERS. THE SITE SHALL BE CHECKED AT THE END OF THE DAY, AT A
BASINS AND THEREFORE BE PROTECTED FROM FLOODING. THE BUILDING WILL BE OF
MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR
FARCE SLAB TYPE CONSTRUCTION. IN CASES WHERE A HIGH WATER TABLE IS
OFF THE SITE BY WIND, SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE
PRESENT SPECIAL FOOTINGS SHALL BE CONSTRUCTED. ALL ROADS WILL HAVE
CONTAINERS. WHERE POSSIBLE, OPERATIONS SUCH AS SAWING THAT CREATE
ADFGUATE SUB -BASE. ALL SANITARY SEWERS SHALL BE PUBLIC AND THEREFORE NO
SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN AN AREA
SEP'C SYSTEMS SHALL BE ALLOWED.
PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF
FREQUENTLY TO MINIMIZE WIND DISPERSAL.
CrA CROSBY SILT LOAM, 0 TO 3 PERCENT SLOPES
PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR CONSTRUCTION
THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON SLOPING UPLANDS, IT IS
OF THE FACILITY SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS
DEEP ANC SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY. IT HAS HIGH
TAKEN OUT OF ITS PACKAGE AND INCORPORATED INTO THE PROJECT
AVAi',_ABL_ WATER FOR PLANT GROWTH AND MEDIUM ORGANIC MATTER CONTENT. THE
IMMEDIATELY OR STORED ON SITE FOR FUTURE USE, PACKAGED MATERIALS
SO!� -]AS COMPACT TILL STARTING AT A DEPTH BETWEEN 20 -40 INCHES. THE MAIN
STORED ON SITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE PACKAGING
SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL HIGH WATER
SHALL BE REPAIRED OR DISPOSED OF PROPERLY.
TABLE, V )ERATE SHRINK -SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION AND
SLOW PERMEABILITY.
C.
ALL DEWATERING ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION
CONTROL PRACTICES. THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT
BECAUS- OF THERE ENGINEERING LIMITATIONS THIS SITE WILL BE CONSTRUCTED AS
BAGS SUCH AS DANDY DIRT BAGS, THE USE OF THESE TYPES OF DEWATERING
FOLLOWS: FULLER ENGINEERING, BEING A COMMERCIAL DEVELOPMENT WITHIN THE
DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, AND DIRT AND
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N ST R U CT 0 N SEQUENCE
JOR SD CTION OF THE CITY OF CARMEL AND HAMILTON COUNTY WILL HAVE TO ABIDE
PREVENT THESE MATERIALS FROM ENTERING THE STORM SEWER SYSTEM.
BY T -1E CURRENT SUBDIVISION CONTROL ORDINANCE. THIS ORDINANCE REQUIRES THAT
1.
SCHEDULE PRE - CONSTRUCTION MEETING WITH HAMILTON COUNTY SOIL AND WATER
WE NAVE AN ARTIFICIALLY DRAINED SITE AND THAT THE BUILDING WITHIN THIS
D.
IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL
CONSERVATION DISTRICT (317) 773 -2181.
DEVELOPMENT BE WELL ABOVE THE 100 YR, ELEVATION OF THE PROPOSED DETENTION
CONSTRUCTION EQUIPMENT USED SHALL BE CLEANED OF ALL EXCESS MATERIAL
BAS NS AND THEREFORE BE PROTECTED FROM FLOODING. THE BUILDING WILL BE OF
WITH WATER IN THE CONSTRUCTION STAGING AREA AS SHOWN WITHIN THESE
2.
INSTALL TEMPORARY CONSTRUCTION ENTRANCE AND SILT FENCE AROUND PERIMETER.
LARGE SLAB TYPE CONSTRUCTION. IN CASES WHERE A HIGH WATER TABLE IS
PLANS.
PRES =NT SPECIAL FOOTINGS SHALL BE CONSTRUCTED. ALL ROADS WILL HAVE
ADE UATE SUB -BASE. ALL SANITARY SEWERS SHALL BE PUBLIC AND THEREFORE NO
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NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION.
3.
INSTALL MAINTENANCE, REFUELING AND CONCRETE WASH -OUT FACILITIES AS SHOWN.
SEPT C SYSTEMS SHALL BE ALLOWED.
WHEN THESE PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT
4.
CLEAR AND EXCAVATE DETENTION BASINS.
ATTENTION TO THE PRODUCTS RECOMMENDED USAGE.
A19
k__ -I OPOSED STORM WATER SYSTEMS ARE SHOWN IN THE PLAN VIEW. DETAILED
5.
INSTALL EROSION CONTROL BLANKET ON POND BANKS.,
N CRMATION CAN BE FOUND ON THE UTILITY PLAN.
3.
CONCRETE WASTE WATER
A20
? -LHL IS NO OFF -SITE CONSTRUCTION ACTIVITY PLANNED WITH THIS PROJECT.
A.
ALL CONCRETE WASTE WATER SHALL BE DISPOSED OF IN THE DESIGNATED AREA AS
6.
STRIP AND ROUGH GRADE ENTIRE SITE. DISTURBED AREAS ARE TO BE KEPI TO A
MINIMUM. CONTRACTOR SHALL CONTROL MUD ACCUMULATION ON ALL STREE TS
SHOWN ON SHEET C301. THIS AREA IS A 4' HIGH, 10' DIAMETER DOUGHNUT
SURROUNDING PROJECT BY INSTALLING STONE SURFACE AT ALL IONS WHERE
A21
Tr, -R= ARE NO SOIL STOCKPILES PLANNED FOR THIS PROJECT.
TYPE MULCH BERM WHICH SHALL BE CONSTRUCTION OVER A GEOTEXTILE
CONSTRUCTION TRAFFIC LEAVES THE SITE. DUST SHALL BE KEPT T T TO O A MINIMUM BY
FABRIC. THIS AREA SHALL BE INSPECTED ON A DAILY BASIS AT A MINIMUM,
UTILIZING SPRINKLING, CALCIUM CHLORIDE, VEGETATIVE COVER, SPRAY ON ADHESIVES OR
A22
EX S- NC TOPOGRAPHY IS SHOWN IN THE PLAN VIEW.
WHEN THIS AREA BECOMES FULL, THE POLLUTANTS SHALL BE EXCAVATED,
OTHER APPROVED METHODS.
PLACED IN AN ACCEPTABLE CONTAINER AND DISPOSED OF IN A PROPER
A23
PP 3 =OSED CONTOURS ARE PROVIDED IN THE PLAN VIEW TO INDICATE DRAINAGE
MANNER.
7.
INSTALL STORM SEWERS, INLETS AND INLET PROTECTION. FINE GRADE BUILDING PAD AND
PA_- - -RN S. ADDITIONAL SPOT SHOT INFORMATION CAN BE FOUND ON THE GRADING
BEGIN FOUNDATION. A 12" DIAMETER STRAW, COMPOST OR COR LOG SHALE BE
P, A
4.
PAINT PRODUCTS
INSTALLED IN A HORSESHOE FASHION IN FRONT OF STRUCTURES p2 AND #4. EACH
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`G_ - % -IAL POLLUTANT SOURCES DURING CONSTRUCTION ACTIVITIES INCLUDE CONCRETE
A.
ALL EXCESS PANT AND THEIR RELATED PRODUCTS SHALL BE DISPOSED OF IN THE
END OF THE ROLLS SHALL EXTEND TO HIGHER GROUND.
WAS- EWATER, TRASH, FOSSIL FUELS, OIL, GREASE AND PAINT. EXPOSURE OF THESE
MANNER BY WHICH THE MANUFACTURER SUGGESTS. UNDER NO CIRCUMSTANCES
8
ADD STONE TO BUILDING PAD.
DO -ANTS TO STORM WATER RUNOFF SHOULD BE MINIMIZED BY PERFORMING
SHALL PAINT OR THEIR RELATED PRODUCTS BE CLEANED OR DISPOSED OF IN
A, VTIES SUCH AS EQUIPMENT STORAGE, REFUELING, MAINTENANCE AND
SOIL, SANITARY SEWERS, STORM SEWERS OR DETENTION BASINS. ANY
9.
INSTALL UNDERGROUND UTILITIES.
POF -A- -LET PLACEMENT IN DESIGNED AREAS AS SHOWN ON THIS SHEET.
VIOLATIONS OF THIS SHALL BE REPORTED TO THE JOB SUPERINTENDENT.
10.
INSTALL CONCRETE AND FINE GRADE PARKING AREA.
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SEQUENCE: SEE EROSION CONTROL PLAN.
33-
-- A :- PROPRiAT' EROSION CONTROL MEASURES ARE SHOWN IN
11.
STONE PARKING AREA.
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ii�_AN VIEW. SEE THE DETAIL SHEETS FOR THE CONSTRUCTION SPECIFICATIONS OF
12.
CONTINUE 6UILDING CONSTRJCTON; APPLY PERMANENT SEEDING,
EAC- YLASURE.
B10
T -c jPOPOSED PONDS ARE ANTICIPATED TO IMPROVE WATER QUALITY BY ALLOWING
'3.
ADD BINDER COURSE ON PARKING AREA.
TO SETTLE AND FLOATABLES TO BE IDENTIFIED AND SKIMMED.
14.
NSTALL LANDSCAPING.
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SL= El-[ DING SCHEDULE DETAIL.
15.
COMPLETE BUILDING CONSTRUCTION.
16.
ADD SURFACE COURSE OF ASPHALT.
17.
- EMPORARY INLET PROTECTION SHALL REMAIN IN PLACE UNTIL ALL AREAS ARE
STABILIZED.
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