HomeMy WebLinkAbout06050005.6DIG
BLIND
L
1- 800 - 382 -5544
CALL TOLL FREE
GENERAL NOTES
1. THE CONTRACTOR SHALL CONTROL WASTE, GARBAGE, DEBRIS,
WASTEWATER, AND OTHER SUBSTANCES ON THE SITE IN SUCH A
WAY THAT THEY SHALL NOT BE TRANSPORTED FROM THE SITE BY
THE ACTION OF WINDS, STORMWATER RUNOFF, OR OTHER
FORCES. PROPER DISPOSAL OR MANAGEMENT OF ALL WASTES
AND UNUSED BUILDING MATERIALS, APPROPRIATE TO THE NATURE
OF THE WASTE OR MATERIAL, IS REQUIRED.
2. PUBLIC OR PRIVATE ROADWAYS SHALL BE KEPT CLEARED OF
ACCUMULATED SEDIMENT. BULK CLEARING OF ACCUMULATED
SEDIMENT SHALL NOT INCLUDE FLU HIN
S G THE AREA WITH WATER.
TE R.
CLEARED SEDIMENT SHALL BE RETURNED TO THE POINT OF
LIKELY ORIGIN OR OTHER SUITABLE LOCATION.
3. THIS EROSION CONTROL PLAN SHALL BE IMPLEMENTED ON ALL
DISTURBED AREAS WITHIN THE CONSTRUCTION SITE. ALL
MEASURES INVOLVING EROSION CONTROL PRACTICES SHALL BE
INSTALLED UNDER THE GUIDANCE OF QUALIFIED PERSONNEL
EXPERIENCED IN EROSION CONTROL, AND FOLLOWING THE PLANS
AND SPECIFICATIONS INCLUDED HEREIN.
4. ALL EROSION CONTROL PRACTICES SHALL BE IN ACCORDANCE
WITH THE INDIANA HANDBOOK FOR EROSION CONTROL IN
DEVELOPING AREAS FROM THE DIVISION OF SOIL CONSERVATION.
5. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN
THE FIELD BY THE HAMILTON COUNTY SURVEYOR'S OFFICE OR
HAMILTON COUNTY SOIL AND WATER INSPECTOR.
CONSTRUCTION SEQUENCE
1.
SCHEDULE PRE - CONSTRUCTION MEETING WITH HAMILTON
9.
SEED GREEN SPACE BEHIND CURBS IMMEDIATELY AFTER
SEED AND MULCH
COUNTY SOIL AND WATER CONSERVATION DISTRICT
EROSION CONTROL BLANKET
CU R BS ARE COMPLETED AND GRADE ESTABLISHED.
I
(317)773 -2181.
logo's entities. Erase this text
`
N
M
O
10.
STONE PAVEMENT AREAS.
2.
INSTALL MAINTENANCE, REFUELING AND CONCRETE
h
m
WASH -OUT FACILITIES AS SHOWN.
11.
CONTINUE BUILDING CONSTRUCTION; APPLY PERMANENT
O
C4
SEEDING.
3.
INSTALL PERIMETER SILT FENCE AND INLET PROTECTION AS
da
� O
SHOWN FOR EXISTING STRUCTURES.
12.
ADD BINDER COURSE TO PAVEMENT AREAS.
4.
STRIP AND ROUGH GRADE ENTIRE SITE. DISTURBED AREAS
13.
INSTALL LANDSCAPING.
ARE TO BE KEPT TO A MINIMUM. CONTRACTOR SHALL
�
CONTROL MUD ACCUMULATION ON ALL STREETS
14.
COMPLETE BUILDING CONSTRUCTION.
cn
SURROUNDING PROJECT BY INSTALLING STONE SURFACE AT
W
GC z
ALL LOCATIONS WHERE CONSTRUCTION TRAFFIC LEAVES THE
15.
ADD SURFACE COURSE OF ASPHALT.
O
SITE. DUST SHALL BE KEPT TO A MINIMUM BY UTILIZING
�
SPRINKLING, CALCIUM CHLORIDE, VEGETATIVE COVER, SPRAY
16.
INLET PROTECTION SHALL REMAIN IN PLACE UNTIL ALL
ON ADHESIVES OR OTHER APPROVED METHODS.
O
AREAS ARE STABILIZED.
5. INSTALL STORM SEWERS_
6. PLACE INLET PROTECTION AND OUTLET PROTECTION AS
SHOWN FOR NEW STRUCTURES.
7. FINE GRADE BUILDING PADS AND BEGIN FOUNDATIONS.
8. SEED AND MULCH BUILDING PAD AND PARKING AREAS.
SEEDBED PREPARATION FOR PERMANENT SEEDING:
1. ST
TE SOIL T O DETERMIN pH AND NUTRIENT LEVELS. ( CONTACT
YOUR COUNTY SWCD OR COOPERATIVE EXTENSION OFFICE FOR
ASSISTANCE AND ADDITIONAL SOILS INFORMATION)
2. IF SOIL pH IS UNSUITABLE FOR THE SPECIES TO BE SEEDED,
APPLY LIME ACCORDING TO TEST RECOMMENDATIONS.
3. FERTILIZE
AS RECOMMENDED BY THE I T.
SO L TES IF
TESTING
WAS NOT DONE, CONSIDER APPLYING 400 -600 LBS. /ACRE
OF 12 -12 -12 ANALYSIS, OR EQUIVALENT, FERTILIZER.
4. TILL T F
L TH E SOIL 0 OBTAIN A UNIFORM SE WORKING RKIN 0 G THE
FERTILIZER AND LIME INTO THE SOIL 2 -4 INCHES DEEP WITH A
DISC OR RAKE OPERATED ACROSS THE SLOPE.
MAINTENANCE SCHEDULE AND REQUIREMENTS
1. CONTRACTOR SHALL NOTIFY THE ENGINEER /PROJECT MANAGER
OF THE INDIVIDUAL WHO IS RESPONSIBLE FOR THE ROUTINE
DAILY INSPECTION /MAINTENANCE CHECKS OF ALL EROSION
AND SEDIMENT CONTROL MEASURES. ALL EROSION AND
SEDIMENT CONTROL MEASURES SHALL BE CHECKED BY THE
CONTRACTOR ON A DAILY BASIS DURING THE PERIOD OF
CONSTRUCTION ACTIVITY, AND AFTER EACH STORM EVENT.
2. AT THE COMPLETION OF CONSTRUCTION AND THE AREA
STABILIZED, THE CONTRACTOR SHALL REMOVE EROSION
CONTROL MEASURES NO LONGER NEEDED IN A MANNER
THAT MINIMIZES SITE DISTURBANCE, AND SEED IMMEDIATELY
OR COORDINATE THE TRANSFER OF MAINTENANCE RESPONSI-
BILITIES, AS REQUIRED, WITH THE OWNER.
tA�VV -.
X
INLET PROTECTION
this area, leaving enough room
SEED AND MULCH
+ +
EROSION CONTROL BLANKET
O
I
Any colors may be used by the
logo's entities. Erase this text
`
N
M
O
J
�N
~
I I
i
�5
kn w
of
C JU
QH
h
m
r
O
O
C4
0
da
� O
O
SOILS MAP
NO SCALE
LEGEND
SILT FENCE
X
INLET PROTECTION
this area, leaving enough room
SEED AND MULCH
+ +
EROSION CONTROL BLANKET
O
EROSION CONTROL NOTES
Al PLAN INDEX ITEMS RELATING TO THE SWPPP ARE INCLUDED AS NOTES ON THIS SHEET
A2 N/A
A3 THIS PROJECT INVOLVES THE CONSTRUCTION OF A COMMERCIAL OFFICE DEVELOPMENT, WHICH INCLUDES THREE
OFFICE BUILDINGS, TWO PARKING STRUCTURES, AND OUTLOTS.
A4 THE VICINITY MAP IS LOCATED ON THE COVER SHEET.
A5 LEGAL DESCRIPTION PROVIDED ON SHEET C100.
LATITUDE 39-55'40-N LONGITUDE 86.09.44 -W
A6 LOT BOUNDARIES AND ALL PROPOSED SITE IMPROVEMENTS ARE ARE SHOWN ON THE SITE PLAN.
A7 HYDROLOGIC UNIT CODE: 05120201090060
A8 IDEM SECTION 401 WATER QUALITY CERTIFICATION
A9 STORM WATER WILL DISCHARGE INTO THE EXISTING RIGHT -OF -WAY DITCH ALONG 1 -465.
A10 ALL LAKES AND WATER COURSES ON AND ADJACENT TO THE SITE ARE SHOWN AND LABELED ON THE PLAN.
NO WETLANDS ARE PRESENT ON THE SITE.
All THE ULTIMATE RECEIVING WATER IS WILLIAMS CREEK.
Al2 NONE.
A13 THERE ARE NO FLOOD PLAINS, FLOOD WAY FRINGES OR FLOOD WAYS ON THE SITE.
A14 PRE - CONSTRUCTION PEAK DISCHARGE: 25.0 CFS
POST - CONSTRUCTION PEAK DISCHARGE: 9.40 CFS
A15 ADJACENT LAND USES:
NORTH: INTERSTATE 465
SOUTH: RESIDENTIAL
EAST: COMMERCIAL
WEST: AGRICULTURAL
A16 CONSTRUCTION LIMITS ARE SHOWN IN THE PLAN VIEW.
A17 THE EXISTING SITE IS PRIMARILY COVERED WITH AGRICULTURAL CROP, WITH SOME WOODED AREAS.
A18 SOILS INFORMATION:
Br - BROOKSTON SILTY CLAY LOAM - THIS DARK COLORED, SILTY IN TEXTURE AND ON DEPRESSIONAL
UPLANDS. IT IS DEEP AND VERY POORLY DRAINED WITH MODERATE PERMEABILITY. IT HAS HIGH AVAILABLE
WATER FOR PLANT GROWTH AND HIGH ORGANIC MATTER CONTENT. IT HAS COMPACT TILL STARTING AT A
DEPTH OF 40 -60 INCHES. THE MAIN SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USES ARE SEASONAL
HIGH WATER TABLE, HIGH POTENTIAL FROST ACTION, MODERATE SHRINK -SWELL POTENTIAL, MODERATE
PERMEABILITY AND PONDED SURFACE WATER.
CrA - CROSBY SILT LOAM, 0 TO 3 PERCENT SLOPES - THIS SOIL IS LIGHT COLORED, SILTY IN TEXTURE AND ON
SLOPING UPLANDS. IT IS DEEP AND SOMEWHAT POORLY DRAINED WITH SLOW PERMEABILITY. IT HAS HIGH
AVAILABLE WATER FOR PLANT GROWTH AND MEDIUM ORGANIC MATTER CONTENT. THE SOIL HAS COMPACT TILL
STARTING AT A DEPTH BETWEEN 20 -40 INCHES. THE MAIN SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT
USES ARE SEASONAL HIGH WATER TABLE, MODERATE SHRINK -SWELL POTENTIAL, HIGH POTENTIAL FROST ACTION
AND SLOW PERMEABILITY.
MmB2 - MIAMI SILT LOAM, 2 TO 6 PERCENT SLOPES, ERODED - THIS GENTLY SLOPING, DEEP, WELL DRAINED
SOIL IS ON RISES ON TILL PLAINS AND ALONG DRAINAGEWAYS AND STREAMS. THE DEPTH TO TILL IS MORE
THAN 40 INCHES IN SOME AREAS. PERMEABILITY IS MODERATE IN THE SUBSOIL AND MODERATELY SLOW IN THE
UNDERLYING TILL. CONTENT OF ORGANIC MATTER IN THE SURFACE LAYER IS MODERATE. AVAILABLE WATER
CAPACITY IS HIGH. THE MAIN SOIL FEATURES THAT AFFECT URBAN DEVELOPMENT USEES ARE MODERATE
POTENTIAL FROST ACTION, MODERATELY SLOW PERMEABILITY, MODERATE SHRINK -SWELL POTENTIAL, LOW
STRENGTH, AND EROSION DURING CONSTRUCTION.
A19 ALL PROPOSED STORM WATER SYSTEMS ARE SHOWN IN THE PLAN VIEW. DETAILED INFORMATION CAN BE FOUND
ON THE UTILITY PLAN_
A20 THERE IS NO OFF -SITE CONSTRUCTION ACTIVITY PLANNED WITH THIS PROJECT.
A21 THERE ARE NO SOIL STOCKPILES PLANNED FOR THIS PROJECT.
A22 EXISTING TOPOGRAPHY IS SHOWN ON THE PLAN VIEW.
A23 PROPOSED CONTOURS ARE PROVIDED IN THE PLAN VIEW TO INDICATE DRAINAGE PATTERNS.
B1 POTENTIAL POLLUTANT SOURCES DURING CONSTRUCTION ACTIVITIES INCLUDE CONCRETE WASTE WATER, TRASH,
FOSSIL FUELS, OIL, GREASE, PAINT. EXPOSURE OF THESE POLLUTANTS TO STORM WATER RUNOFF SHOULD BE
MINIMIZED BY PERFORMING ACTIVITIES SUCH AS EQUIPMENT STORAGE, REFUELING, MAINTENANCE AND
PORT -A -LET PLACEMENT IN DESIGNED AREAS.
B2 CONSTRUCTION SEQUENCE IS PROVIDED ON THIS SHEET.
B3- THE APPROPRIATE EROSION CONTROL MEASURES ARE SHOWN
B9 IN THE PLAN VIEW AND DETAIL SHEETS.
BIO WATER QUALITY WILL BE HANDLED BY AN AQUA -SWIRL UNIT, MODEL AS -8. ALL STORMWATER LEAVING THE
SITE WILL PASS THROUGH THE AQUA -SWIRL WHERE SEDIMENT, OILS, AND OTHER POLLUTANTS WILL BE REMOVED.
B11 SEE SEEDING SCHEDULE DETAIL
612 SEE EROSION CONTROL INSTALLATION AND SEEDING SCHEDULE DETAILS.
B13 MATERIAL HANDLING AND SPILL PREVENTION PLAN: IN ORDER TO MINIMIZE THE RELEASE OF POTENTIAL
POLLUTANTS DURING CONSTRUCTION THE CONTRACTOR SHALL IMPLEMENT THIS MATERIAL HANDLING AND SPILL
PREVENTION PLAN. THE CONTRACTOR SHALL REVIEW THIS PLAN NTH ALL SUBCONTRACTORS AND REQUIRE
THAT THEY IMPLEMENT THE PLAN AS WELL IF A SPILL SHOULD OCCUR PLEASE CONTACT THE APPROPRIATE
AUTHORITIES BELOW:
EMERGENCY RESPONSE
911
INDIANA DEPARTMENT OF NATURAL RESOURCES
(812) 477 -8773
INDIANA DEPARTMENT OF ENVIRONMENTAL MANAGEMENT
(317) 233 -7745
HAMILTON COUNTY SOIL AND WATER
(317) 773 -1406
CITY OF CARMEL - DEPT. OF ENGINEERING / STORMWATER
(317) 571 -2441
OWNER'S NAME: DUKE REALTY CORPORATION
OWNER'S PHONE NUMBER: (317) 808 -6000
1. CONSTRUCTION EQUIPMENT
A. FUELING, LUBRICATION, AND FLUIDS: ALL OPERATIONS INVOLVING THE ADDITION OF FLUIDS TO EQUIPMENT
SHOULD BE DONE IN ONE LOCATION, AS DESIGNATED BY THE GENERAL CONTRACTOR, SO THAT SPILLS ARE
LIMITED TO THAT SPECIFIC LOCATION WHICH WILL FACILITATE THE CLEANUP OF SPILLS. IF AN OUTSIDE FUELING
TANK IS PLANNED TO BE ON SITE, IT SHALL BE DOUBLE WALLED AND STORED IN THIS DESIGNATED AREA. THIS
LOCATION IS AN AREA THAT WILL NOT ALLOW SPILLED FLUIDS TO MIGRATE INTO SUBSURFACE SOILS. IN THE
EVENT OF A SPILL, THE FLUID SHALL IMMEDIATELY BE CLEANED UP BY REMOVING THE CONTAMINATED SOIL OR
STONE WHICH SHALL BE DISPOSED OF IN AN ACCEPTABLE MANNER. SPILLS ON HARD SURFACES SHALL BE
SOAKED UP BY AN ACCEPTABLE MATERIAL SUCH AS OIL DRY AND THE ABSORBENT MATERIAL DISPOSED OF IN A
PROPER MANNER. THE SPILL SHALL ALSO BE REPORTED IMMEDIATELY TO THE CONTRACTOR'S SUPERINTENDENT.
S. EQUIPMENT REPAIR, ESPECIALLY WHEN FLUIDS MUST BE REMOVED FROM THE EQUIPMENT OR THE POSSIBILITY
OF FLUID SPILLS IS HIGH, SHOULD ALWAYS BE DONE OFFSITE AT A FACILITY THAT IS MORE SUITABLE THAN A
CONSTRUCTION SITE TO HANDLE SPILLS. WHEN EQUIPMENT MUST BE REPAIRED ONSITE, IT SHOULD BE MOVED
TO THE MAINTENANCE AND FUELING AREA IF POSSIBLE. OTHERWISE, SUITABLE ON SITE CONTAINERS SHOULD BE
PLACED UNDER THE EQUIPMENT DURING REPAIR TO CATCH ANY SPILLED FLUIDS AND THESE FLUIDS SHOULD BE
DISPOSED OF IN A PROPER MANNER.
C. ALL REUSABLE FLUID CONTAINERS, SUCH AS GASOLINE CANS, SHALL BE INSPECTED FOR LEAKS EACH TIME
THEY ARE USED. IF LEAKS ARE FOUND, THE FLUID SHALL BE REMOVED FROM THE CONTAINER IN A PROPER
MANNER AND THE CONTAINER DISPOSED OF IN AN ACCEPTABLE MANNER. EMPTY DISPOSABLE CONTAINERS,
SUCH AS GREASE TUBES AND LUBRICATING OIL AND BRAKE FLUID CONTAINERS, AND THEIR PACKAGING, SHALL
BE DISPOSED OF IN A PROPER MANNER AND SHALL NOT BE LEFT ON THE GROUND OR IN THE OPEN ON THE
CONSTRUCTION SITE.
2. CONSTRUCTION MATERIALS AND THEIR PACKAGING
A. EROSION CONTROL MEASURES SHOWN ON THESE PLANS SHALL BE IMPLEMENTED PRIOR TO AND DURING
CONSTRUCTION IN THE PROPER SEQUENCING TO MINIMIZE SOIL EROSION. EROSION CONTROLS SHALL BE
INSPECTED AND MAINTAINED AS DESCRIBED ELSEWHERE IN THESE PLANS. EXCESSIVE DUSTING OF SOIL ON
THE SITE SHALL BE MINIMIZED BY REDUCING CONSTRUCTION TRAFFIC ACROSS BARE SOIL DURING DRY
AND /OR WINDY WEATHER, AND BY APPLYING WATER OR OTHER ACCEPTABLE DUST CONTROL MEASURES
TO THE SOIL. UPON COMPLETION OF CONSTRUCTION AND SUITABLE ESTABLISHMENT OF PERMANENT
VEGETATION, TEMPORARY EROSION CONTROL MEASURES SUCH AS SILT FENCE, CHECK DAMS, AND INLET
PROTECTION DEVICES SHALL BE REMOVED IN A MANNER TO MINIMIZE ADDITIONAL LAND DISTURBANCE.
ANY AREAS DISTURBED BY THESE OPERATIONS SHALL BE PROPERLY REVEGETATED.
B. LARGE WASTE MATERIALS CREATED BY CUTTING, SAWING, DRILLING, OR OTHER OPERATIONS SHALL BE
PROPERLY DISPOSED OF IN SUITABLE ONSITE WASTE CONTAINERS. THE SITE SHALL BE CHECKED AT THE
END OF THE DAY, AT A MINIMUM, AND ALL WASTE MATERIALS, INCLUDING THOSE BLOWN ACROSS OR OFF
THE SITE BY WIND, SHALL BE PICKED UP AND DISPOSED OF IN SUITABLE CONTAINERS. WHERE POSSIBLE,
OPERATIONS SUCH AS SAWING THAT CREATE SMALL PARTICLES SHOULD BE PERFORMED IN ONE SPOT IN
AN AREA PROTECTED FROM WIND, AND WASTE PARTICLES COLLECTED AND DISPOSED OF FREQUENTLY TO
MINIMIZE WIND DISPERSAL PACKAGING USED TO TRANSPORT MATERIALS TO THE SITE FOR
CONSTRUCTION OF THE FACILITY SHALL BE DISPOSED OF PROPERLY, WHETHER THE MATERIAL IS TAKEN
OUT OF ITS PACKAGE AND INCORPORATED INTO THE PROJECT IMMEDIATELY OR STORED ONSITE FOR
FUTURE USE. PACKAGED MATERIALS STORED ONSITE SHALL BE INSPECTED REGULARLY AND ANY LOOSE
PACKAGING SHALL BE REPAIRED OR DISPOSED OF PROPERLY.
C. ALL DEWATERING ACTIVITIES SHALL BE DONE IN ACCORDANCE TO GOOD EROSION CONTROL PRACTICES.
THESE PRACTICES SHOULD INCLUDE THE USE OF DIRT BAGS SUCH AS DANDY DIRT BAGS. THE USE OF
THESE TYPES OF DEWATERING DEVICES WILL REMOVE LARGE QUANTITIES OF SILT, SEDIMENT, AND DIRT
AND PREVENT THESE MATERIALS FROM ENTERING THE STORM SEWER SYSTEM.
D. IF THE USE OF LIME IS USED TO STABILIZE THE SOIL OF THE SITE THEN ALL CONSTRUCTION EQUIPMENT
USED SHALL BE CLEANED OF ALL EXCESS MATERIAL WITH WATER IN THE CONSTRUCTION STAGING AREA.
E. NUTRIENTS AND FERTILIZERS SHALL ONLY BE USED TO ESTABLISH RAPID VEGETATION. WHEN THESE
PRODUCTS ARE UTILIZED, THE USER SHOULD PAY STRICT ATTENTION TO THE PRODUCTS RECOMMENDED
USAGE_
B14 SEE EROSION CONTROL INSTALLATION DETAIL
B15 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 THE MAJORITY OF THIS PROJECT SITE BEING USED FOR
EMPLOYEE PARKING. THE ONLY OTHER REASONABLY FORESEEN POLLUTION FROM THIS SITE WALL BE LITTER AND
TRASH DUMPED VISITORS TO THE SITE.
C2 ALL EROSION CONTROL MEASURES AS SHOWN ON THE PLAN VIEW WILL BE INSTALLED BEFORE ANY DISTURBANCE
OF THE PROJECT OCCURS. FINAL STABILIZATION OF THE SITE WILL BE ACCOMPLISHED USING PERMANENT
SEEDING OF ALL OPEN AREAS, LANDSCAPING WITH MULCH WHERE APPLICABLE, AND PLACEMENT OF ASPHALT
PAVEMENT.
C3 THE OWNER HAS A PRACTICE OF MAINTAINING ALL PARKING AREAS ON A WEEKLY BASIS. THIS MAINTENANCE
INCLUDES FREQUENT SWEEPING OF ALL PAVED SURFACES AS WELL AS COLLECTION OF ANY LITTER DURING CART
RETRIEVAL EFFORTS. ALL GREEN SPACES WILL BE MAINTAINED WITH REGULAR MOWING DURING GROWING
SEASONS. MINIMAL FERTILIZER APPLICATIONS WILL OCCUR TO THE GREEN SPACES.
C4 POST CONSTRUCTION STORMWATER QUALITY WILL BE ACCOMPLISHED BY DIRECTING ALL STORMWATER THROUGH
AN AQUA -SWIRL UNIT BEFORE DISCHARGING IT OFF SITE.
C5 MAINTENANCE OF ALL STORM WATER POLLUTION PREVENTION MEASURES WILL BE THE RESPONSIBILITY OF THE
PROJECT OWNER, UTILIZING PROCEDURES OUTLINED ON THESE PLANS. THE MAINTENANCE GUIDELINES CONSIST
MOSTLY OF GOOD HOUSEKEEPING MEASURES. ANY GRASSED OR VEGETATED AREAS THAT EXPERIENCE EROSION
FROM RAINFALL EVENTS SHOULD BE REPAIRED AND REVEGETATED AS SOON AS POSSIBLE. TRASH OR UTTER
SHOULD BE PICKED UP AND PROPERLY DISPOSED TO PREVENT IT FROM GETTING INTO THE STORM DRAINAGE
SYSTEM AND DOWNSTREAM WATERWAYS.
EROSION OF THE DETENTION POND BANKS SHOULD BE ADDRESSED AS SOON AS IT BECOMES VISIBLE BY FILLING
THE R
E ODED
AREA WITH
SUITABLE SOIL AND ESTABLISHING VEGETATION IMMEDIATELY, PREFERABLY BY SODDING.
THE SAME MEASURE SHOULD BE USED FOR STEEP BANKS OF ANY BERMS OR SWALES. THE PONDS MOULD
ALSO BE MONITORED FOR SEDIMENT. IF THE BOTTOM OF THE POND RECEIVES SIGNIFICANT SEDIMENT (LESS
THAN 2 FEET DEEP), THE SEDIMENT SHOULD BE REMOVED AND REPLACED ONSITE. AN ENGINEER SHOULD BE
CONTACTED TO IDENTIFY THE SOURCE AND RECOMMEND REPAIRS.
PAVEMENT
AREAS SHOULD BE MONITOR FOR OR P OLLUTAN
TS ANY LARGE QUANTITIES OF FLUIDS SUCH AS OIL,
ANTIFREEZE, BRAKE FLUID, ETC. FOUND ON THE PAVEMENT SHOULD BE REPORTED TO THE OWNER. THE OWNER
SHOULD CLEAN THE POLLUTANTS AND PREVENT THE SOURCE FROM ENTERING THE SITE IN THE FUTURE.
FINALLY PAVEMENTS SHOULD ALSO BE MONITORED FOR SEDIMENT COMING FROM VEGETATIVE AREAS. IF POST
CONSTRUCTION EROSION IS OCCURRING, THE SOURCE SHOULD BE RE- STABILIZED AS SOON AS POSSIBLE BY
SEEDING, SODDING OR MULCHING.
NORTH
0 50 100 150
GRAPHIC SCALE IN FEET
DI
uke
REALTY CORPORATION
600 East 96th Street
Suite 100
Indianapolis IN 46240
Phony 317 808 -6000
Fax (317 808 -6797
Adjust the vertical position of
the green bar below this text to
center your firm's logo inside of
this area, leaving enough room
for revisions. Your logo may be
be rotated 90' ccw, if needed.
All of your logo's entities (and
the logo's insertion, if a block)
are to be on layer 'AELOGO'.
Any colors may be used by the
logo's entities. Erase this text
0
0
N
M
O
J
�N
~
_O
m�
�5
kn w
of
C JU
QH
h
m
r
O
O
C4
0
da
� O
O
D
U
Z
a
�
a
cn
w
W
GC z
J
�Q
O
�
= z
Z
O
O
oW
O
Q
Z
Cl)
O
Q
QL
W
Cl)
O
W
Certllle( %al NIHIIII /!
s��9
cQ\ ..........
�, 19011 �_
30 ' STATE OF
c'lr� L (G
b
Drawing umber:
Z10A
C302
7 Of 17 Sheets
Duke Realty Job Number.
DW -Job#
A/E Job Number:
58661.01